VPE Architectural Construction Set 08 07 15 by Prime Design Associates

AA 26002234 4651 SHERIDAN ST. SUITE 460 HOLLYWOOD FLORIDA, 33021 VOICE: 954.392.8788 FAX: 954.392.8748

SEAL MAYER S. ABBO, ARCHITECT THE DESIGN(S) DEPICTED AND SPECIFIED ON THESE DRAWINGS ARE PROTECTED UNDER THE COPYRIGHT LAWS OF THE UNITED STATES AS AN "ARCHITECTURAL WORK" AND ARE THE PROPERTY OF PRIME DESIGN ASSOCIATES LLC. USE OR COPY WITHOUT THE WRITTEN CONSENT OF PRIME DESIGN ASSOCIATES LLC IS PERMITTED BY CONTRACT ONLY. ANY CHANGES TO THESE DRAWINGS OR CONSTRUCTION EXECUTED FROM THEM WITHOUT THE WRITTEN CONSENT OF PRIME DESIGN ASSOCIATES LLC SHALL AUTOMATICALLY RENDER PRIME DESIGN ASSOCIATES LLC HARMLESS TO ANY LIABILITY CLAIMS, SUIT OR LITIGATION BY ANY INTERESTED PARTIES.

935 N.E. 30th Street Homestead, Florida 33033

Homestead Florida

VPE Hotel North

TownePlace Suites By Marriott 1

Revision Schedule No. 1

For Homestead Holdings II, LLC City of Homestead Florida

Description

Date

Building Dept. Comments

Construction Set 08-07-15

4-15-15

Cover Sheet

PROJECT TEAM MEP ENGINEER:

STRUCTURAL ENGINEER:

CIVIL ENGINEER:

ARCHITECT:

GENERAL CONTRACTOR:

OWNER:

LUSHLIFE, L.L.C. 17260 NW 2ND COURT MIAMI, FL 33169

JLRD, INC. 1450 CENTREPARK BLVD, SUITE 350 WEST PALM BEACH, FLORIDA 33401 TEL: 561.689.2303 FAX: 561.689.2302

STRUCTURES INTERNATIONAL, INC. 7501 WILES ROAD, SUITE 106-B CORAL SPRINGS, FLORIDA 33067 TEL: 954.227.1512 FAX: 954.227.6633

HSQ GROUP, INC. 1489 WEST PALMETTO PARK RD. SUITE 340 BOCA RATON, FL. 33486 TEL: 561.392.0221 FAX: 561.392.6458 jay@hsqgroup.net

PRIME DESIGN ASSOCIATES, LLC 4651 SHERIDAN ST, SUITE 480 HOLLYWOOD FL 33021 TEL: 954.392.8788 EXT. 309 FAX: 954.392.8748 EMAIL: mayera@primegroupus.com

PRIME HOMEBUILDERS 4651 SHERIDAN STREET, SUITE 480 HOLLYWOOD FLORIDA, 33021 TEL: 954.392.8788 FAX: 954.241.7479 EDWARD ABBO, edward@abbo.net

HOMESTEAD HOLDINGS II, LLC 4651 SHERIDAN STREET, SUITE 480 HOLLYWOOD FLORIDA, 33021 TEL: 954.392.8788 FAX: 954.241.7479

TEL: 305-932-4555

Client Name Project number Date

11-14-14

Project Status

Permit Submittal

Checked by

A001 Scale

Checker 8/7/2015 10:26:49 AM

LANDSCAPING:

2 3 4

-------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

1 M-101

SIM

APPLICABLE CODES:

FIRE RATING REQUIREMENTS:

BUILDING SECTION TAG

BUILDING CODE: SIM

WALL SECTION TAG

DENOTES HANDICAP ROOM TYPE

A101

FLORIDA BUILDING CODE, LATEST EDITION

FIRE/ LIFE SAFETY CODE:

FLORIDA FIRE PREVENTION CODE, LATEST EDITION NFPA-101, LATEST EDITION NFPA-72, LATEST EDITION NFPA-70, LATEST EDITION

PARTITION TYPE

ACCESSIBILITY CODE: EDITION

COLUMN GRID

DENOTES HEARING IMPAIRED ROOM TYPE

ELEVATION MARK

FLORIDA ACCESSIBILITY CODE, LATEST

MECHANICAL CODE:

FLORIDA BUILDING CODE, LATEST EDITION

PLUMBING CODE:

AND ALL OTHER RULES, REGULATIONS, AND CODES HAVING JURISDICTION BUILDING DESCRIPTION:

N E S

INTERIOR ELEVATION TAG

FIVE STORY / 97 ROOM HOTEL & ASSOCIATED AMMENITIES: CONCRETE AND CMU BEARING WALLS, NON-COMBUSTIBLE, PROTECTED CONSTRUCTION, PROTECTED THROUGHOUT WITH AN AUTOMATIC FIRE SPRINKLER SYSTEM (NFPA 13) WITH SUPPLEMENTAL PRESSURE BY A FIRE PUMP. BUILDING IS USED FOR GUESTROOMS, MEETING, EATING, REGISTRATION, OFFICE, LAUNDRY AND ELECTRICAL/ MECHANICAL ROOMS. STAIR ENCLOSURES ARE 2 HOUR RATED. THE ROOF IS CLASS "A". FIRE PROTECTION SYSTEMS (DETECTORS, ALARMS, STANDPIPES & SPRINKLERS) ARE DESIGN/ BUILD.

PROPERTY LINE X

X X

FLORIDA BUILDING CODE, LATEST EDITION

FENCE LINE

101

DOOR NUMBER TAG WINDOW TYPE TAG

(-2")

GROUND FLOOR SECOND FLOOR THIRD FLOOR FOURTH FLOOR FIFTH FLOOR

SLAB DEPRESSION STOREFRONT TYPE

Room name 101

100/2B Rev. No.

GROSS BUILDING AREA

REVISION TAG

CORRIDOR WALL ASSEMBLY OPENING PROTECTION RESIDENTIAL OPENING PROTECTION GUESTROOM SEPARATION OPENING PROTECTION FLOOR & FLOOR CEILING ROOF & ROOF CEILING EXTERIOR LOAD BEARING WALLS NON LOAD BEARING WALLS

= 994 S.F. = 255 S.F. = 124 S.F. = 35 S.F.

1 HOUR 45 MIN. 1 HOUR 20 MIN. 1 HOUR 20 MIN. 1 HOUR 1 HOUR 1 HOUR 1 HOUR 1 HOUR

UL DESIGN NUMBER

FIRE RESISTANCE PROVIDED

1 HOUR 45 MIN. 1 HOUR 20 MIN. 1 HOUR 20 MIN.

UL #U419 UL #U905 #U906 #U419

1 HOUR 1 HOUR 2 HOUR 2 HOUR 2 HOUR

UL #U905 #U906 UL #U419 UL #U905 #U906

2 HOUR 2 HOUR UL #U905 #U906 1 1/2 HOURS 1 1/2 HOURS

SHAFTS OPENING PROTECTION LINEN/ TRASH TERMINATION OPENING PROTECTION

2 HOUR 1 1/2 HOURS 1 HOUR 45 MIN.

STRUCTURAL FRAME

2 HOUR 1 1/2 HOURS 1 HOUR 20 MIN. 1 HOUR

2 HOUR UL #U428 1 1/2 HOURS 1 HOUR UL #U419 45 MIN. 2 HOUR UL #U905 #U906 1 1/2 HOURS 1 HOUR 20 MIN. 1 HOUR

UL #X526 #X528

ELEVATOR LOBBY - NOT REQUIRED PER FBC 708.14.1 EXCEPTION (4)/ BUILDING IS EQUIPPED WITH AN AUTOMATIC SPRINKLER SYSTEM PER 903.3.3.1 (NFPA 13 SYSTEM)

= 74,636 S.F.

OCCUPANCY CLASSIFICATION: GROUP R-1 / HOTELS (TRANSIENT)

-/-/-

TYPE OF CONSTRUCTION: TYPE II-A

ROOM TYPE BREAKDOWN

PROTECTED THROUGHOUT IN ACCORDANCE WITH AN APPROVED AUTOMATIC SPRINKLER SYSTEM PER FBC SECTION 903.3.1.1 NFPA 13.

ROOM TYPE BREAKDOWN: STANDARD

GROUND FLOOR: SECOND FLOOR: THIRD FLOOR: FOURTH FLOOR: FITH FLOOR TOTAL

ACCESSIBLE

7 18 21 22 22

2 4 1 0 0

7 REQUIRED

ACCESSIBLE ROOMS : ROLL-IN SHOWERS : WITHOUT ROLL IN SHOWERS HEARING IMPARED ROOMS: ACCESSIBLE ROOMS: 105, 123, 205, 214, 221, 223 & 314. ACCESSIBLE ROOMS WITH ROLL-IN SHOWERS: 105, 214 & 314.

5 1 4 9

9 22 22 22 22 97 PROVIDED 7 3 4 9

ACCESSIBLE ROOMS WITHOUT ROLL IN SHOWERS: 123, 205, 221, 223 HEARING IMPAIRED ROOMS: 105, 203, 213, 214, 218, 313, 318, 413 & 418.

ROOM TYPE MATRIX: FIRST FLOOR: STUDIO (TUB) ACCESSIBLE STUDIO (SHOWER) TWO BEDROOM (TUB) ACCESSIBLE TWO BEDROOM (TUB) TOTAL SECOND FLOOR: STUDIO (TUB) ACCESSIBLE STUDIO (TUB) DOUBLE QUEEN (TUB) ACCESSIBLE DOUBLE QUEEN (SHOWER) ONE BEDROOM ACCESSIBLE ONE BEDROOM (TUB) TWO BEDROOM (TUB) ACCESSIBLE TWO BEDROOM (TUB) TOTAL THIRD FLOOR: STUDIO (TUB) DOUBLE QUEEN (TUB) ACCESSIBLE DOUBLE QUEEN (SHOWER) ONE BEDROOM (TUB) TWO BEDROOM (TUB) TOTAL FOURTH AND FIFTH FLOOR: STUDIO (TUB) DOUBLE QUEEN (TUB) ONE BEDROOM (TUB) TWO BEDROOM (TUB) TOTAL

TOTAL

4 1 3 1 9 12 1 2 1 1 1 3 1 22

FBC SECTION 504.2 Automatic sprinkler system increase. Where a building is equipped throughout with an approved automatic sprinkler system in accordance with Section 903.3.1.1, the value specified in Table 503 for maximum building height is increased by 20 feet (6096 mm) and the maximum number of stories is increased by one. These increases are permitted in addition to the building area increase in accordance with Sections 506.2 and 506.3.

ALLOWABLE BUILDING HEIGHT: HEIGHT & INCREASE TOP OF ROOF: TOP OF HIGHEST ELEMENT: NUMBER OF STORIES: ALLOWABLE FLOOR AREA: MIXED OCCUPANCY:

85'-0" / 5 STORIES PER FBC SECTION 504.2 AUTOMATIC SPRINKLER SYSTEM STORY 52'-0" 66'-4" (5) STORIES 24,000 S.F.

YES

YES NO NO NO

EMERGENCY LIGHTING AND EXIT SIGNS: FIRE ALARM AND SMOKE DETECTION SYSTEMS: PANIC HARDWARE:

13 3 2 4 22

YES YES YES

MEANS OF EGRESS:

NUMBER OF EXITS: TRAVEL DISTANCE TO EXIT MAXIMUM ALLOWED: DEAD END CORRIDOR: CORRIDOR WIDTH:

2 EXITS PER FLOOR

PROVIDED REFER TO LIFE SAFETY PLANS

200 FEET

REFER TO LIFE SAFETY PLANS

20 FEET

REFER TO LIFE SAFETY PLANS

44 INCHES

REFER TO LIFE SAFETY PLANS

SIZE OF EGRESS DOORS: 32" WIDE OPNG. MIN. STAIR WIDTH:

BUILDING IS PROTECTED THROUGHOUT WITH AN APPROVED AUTOMATIC SPRINKLER SYSTEM DESIGNED IN ACCORDANCE WITH FBC SECTION 903.3.1.1 NFPA 13. PORTABLE FIRE EXTINGUISHERS AT 75'-0" MAX. TRAVEL DIST.

WET CLASS STANDPIPE SYSTEM WATER SUPPLY TO BE ON SITE PRIOR TO ANY COMBUSTIBLES BEING PRESENT ON SITE. STANDPIPE AND CONNECTIONS TO BE INSTALLED FLOOR BY FLOOR BEFORE CONSTRUCTION PROCEEDS.

BUILDING MATERIALS: ALL EXTERIOR CLADDING MATERIALS INCLUDING WINDOWS AND DOORS ARE REQUIRED TO BE APPROVED BY MIAMI/ DADE COUNTY FOR HIGH VELOCITY HURRICANE ZONE REQUIREMENTS. APPROVAL FORMS MUST BE SUBMITTED WITH THE PERMIT APPLICATIONS. THRESHOLD REQUIREMENTS: THIS IS A THRESHOLD BUILDING AND WILL REQUIRE THRESHOLD INSPECTIONS PERFORMED BY A QUALIFIED SPECIAL INSPECTOR PER THE BOARD OF PROFESSIONAL ENGINEERS OR THE BOARD OF ARCHITECTURE AND INTERIOR DESIGN IN ACCORDANCE WITH 553.79(5)(c) F.S. SUBMITTALS:

REQUIRED 13 2 1 2 4 22

FIRE PROTECTION FEATURES:

STRUCTURAL MEMBERS INCLUDING EXTERIOR WALLS, COLUMNS, GIRDERS, TRUSSES, BEAMS, ARCHES, FLOORS, LINTELS, AND ROOFS ARE OF NON-COMBUSTIBLE MATERIALS AND ARE PROTECTED SO AS TO HAVE A FIRE RESISTANCE NOT LESS THAN THAT SPECIFIED FOR THE STRUCTURAL ELEMENTS IN CHAPTER 6 TABLE 601 OF THE FLORIDA BUILDING CODE - LATEST EDITION.

R1 - RESIDENTIAL/ HOTEL (TRANSIENT) / PREDOMINANT USE R1 - RECEPTION & FRONT DESK 562 S.F. A2 - SMALL ASSEMBLY (MEETING ROOM) 720 S.F. A2 - LIMITED FOOD SERVICE (BREAKFAST ONLY) 1,002 S.F. A2 - LIMITED FOOD SERVICE BUFFET (BREAKFAST ONLY) 182 S.F. A2 - LIMITED FOOD SERVICE - OUTDOOR PATIO (BREAKFAST ONLY) 700 S.F. F1 - FOOD PREP AREA & STORAGE 291 S.F. R1 - EXERCISE ROOM 670 S.F. A2 - POOL DECK (INCLUDING WATER SURFACE) 2,157 S.F. SPRINKLERED: FIRE DISTRICT: MEZZANINE: HIGH RISE: LIFE SAFETY SYSTEMS:

EXTERIOR WALL OPENINGS - EXTERIOR WALL OPENINGS ARE LESS THAN THE MAXIMUM PERCENTAGES ALLOWED PER TABLE 705.8 / SEE BUILDING ELEVATIONS FOR OPENING LOCATIONS AND SITE PLAN FOR BUILDING SEPARATIONS.

EMERGENCY LIGHTING ON CENTRAL INVERTER

BUILDING CRITERIA:

44 INCHES

36 INCHES SEE STAIR PLANS & DETAILS

Sheet Name

00 - A000 GENERAL A001 Cover Sheet A002 Project & Code Information A003 General Notes A004 General Notes A005 Site Referenece Plan A006 Site Details A007 Site Details A008 Pool Deck / Basketball Court Plan 00 - A000 GENERAL: 8

Revision No. 1 4

01 - A100 LIFE SAFETY PLANS A100 Ground Floor Life Safety Wall Type Plan 4 A101 Second Floor Life Safety & Wall Type Plan A102 Typical Upper Floor Life Safety & Wall Type Plan A103 Roof Access Life Safety & Wall Type Plan A104 Partition Assemblies 01 - A100 LIFE SAFETY PLANS: 5

4-15-15 05-27-15

06-18-15

05-27-15

THE FOLLOWING ITEMS ARE DESIGN/ BUILD AND SHALL BE SUBMITTED TO THE ARCHITECT OR ENGINEER FOR APPROVAL AND THEN SUBMITTED TO THE CITY FOR APPROVAL PRIOR TO THE COMENCEMENT OF WORK. 1. ROOF TRUSSES WITH FLORIDA ENGINEER'S SEAL 2. POOL 3. SPRINKLER SYSTEM/ STAND PIPE 4. FIRE ALARM SYSTEM THE FOLLOWING ITEMS REQUIRE VALID AND CURRENT PRODUCT APPROVALS AND SHALL BE SUBMITTED TO THE ARCHITECT OR ENGINEER FOR APPROVAL AND THEN SUBMITTED TO THE CITY FOR APPROVAL PRIOR TO INSTALLATION. 1. ALL ROOFING COMPONENTS, ROOFING SYSTEMS & ROOFING ASSEMBLIES 2. EXTERIOR WINDOWS, DOORS AND STOREFRONTS. 3. EXTERIOR DOORS 4. FIRE ALARM SYSTEM

01 - A200 BUILDING PLANS A200 Ground Floor Plan A201 Second Floor Plan A202 Third Floor Plan A203 Fourth Floor Plan A204 Fifth Floor Plan A205 Roof Access Plan A206 Roof Plan 01 - A200 BUILDING PLANS: 7 01 - A300 REFLECTED CEILING PLANS A300 Ground Floor Reflected Ceiling Plan A301 Second Floor Reflected Ceiling Plan A302 Third Floor Reflected Ceiling Plan A303 Fourth & Fifth Floor Reflected Ceiling Plan 01 - A300 REFLECTED CEILING PLANS: 4 01 - A400 BUILDING ELEVATIONS A400 Building Elevations A401 Building Elevations A402 Building Perspectives A405 Exterior Signage Details 01 - A400 BUILDING ELEVATIONS: 4 01 - A500 BUILDING SECTIONS A500 Building Sections A501 Building Sections A502 Building Sections 01 - A500 BUILDING SECTIONS: 3 01 - A600 WALL SECTIONS A600 Building Wall Sections A601 Building Wall Sections 01 - A600 WALL SECTIONS: 2 01 - A700 EGRESS STAIR PLANS & SECTIONS A700 Egress Stair 1 Plans & Section A701 Egress Stair 2 Plans & Section A702 Egress Stair Details A703 Elevator Core Plans & Section 01 - A700 EGRESS STAIR PLANS & SECTIONS: 4 01 - A800 ENLARGED PLANS A800 Porte Cochere Plans & Elevations A801 Breakfast Room A802 Buffet & Food Prep A803 Back of House / Reception Lobby A804 Public RR Plans & Interior Elevations A805 Fitness Room A806 Meeting Room Plan & Interior Elevations A807 Laundry, Break Room Plan & Interior Elevations A808 Guest Laundry & Bldg Support 01 - A800 ENLARGED PLANS: 9 01 - A900 GUEST ROOM PLANS A900 Studio Guest Room A901 Accessible Studio Guest Room A902 Double Queen Guest Room A903 Accessible Double Queen Guest Room A904 One Bedroom Guest Room A905 Accessible One Bedroom Guest Room A906 Two Bedroom Guest Room Grid Lines 1 & 3 A907 Two Bedroom Guest Room Grid Lines 15 &17 A908 Accessible Two Bedroom Guest Room A909 Guest Room Details A910 Guest Room Details A910.5 Typical Kitchenette Elevation - One Bedroom 01 - A900 GUEST ROOM PLANS: 12 01 - A1000 SCHEDULES A1000 Door Schedule A1001 Door Schedule, Legend & Details A1002 Window & Storefront Schedules A1003 Door and Window Details A1004 Folding Partition Elevation and Details 01 - A1000 SCHEDULES: 5 01 - A1100 DETAILS A1100 Column Details A1101 Plan Details A1102 Interior Details A1103 Roof Details 01 - A1100 DETAILS: 4

4 4

2 2 2 2

05-27-15

05-27-15 05-27-15

4-15-15 4-15-15 4-15-15 4-15-15

Drawing Title

MECHANICAL M101

LEGEND AND GENERAL NOTES

M201

Ground Floor Plan HVAC

M202

Second Floor Plan HVAC

M203

Third Floor Plan HVAC

M204

Fourth Floor Plan HVAC

M205

Fifth Floor Plan HVAC

M206

Roof Plan HVAC

M301

Partial Ground Floor HVAC

M302

Partial Ground Floor HVAC

M401

Schedules HVAC

M402

Schedules HVAC

M501

Risers HVAC

M502

Risers HVAC

M503

Details HVAC

M504

Details HVAC

M505

Details HVAC

AA 26002234 4651 SHERIDAN ST. SUITE 460 HOLLYWOOD FLORIDA, 33021 VOICE: 954.392.8788 FAX: 954.392.8748

P101

General Notes Plumbing

P102

Plumbing Fixture Schedule

P201

Ground Flr Plan Sanitary and Storm

P201.1 P202

Ground Flr Plan Water and Gas Second Floor Plan Plumbing

P203

Third Floor Plan Plumbing

P204

Fourth Floor Plan Plumbing

P205

Fifth Floor Plan Plumbing

P206

Roof Plan Plumbing

P301

BREAK ROOM & LAUNDRY ENLARGED PLAN

P302

FOOD PREP ENLARGED PLAN

P303

RESTROOM ENLARGED PLAN

P304

GUEST LAUNDRY & PLUMBING RM ENLARGED

P305

GUEST BATHROOM ENLARGED PLANS

P401

PLUMBING RISER DIAGRAMS

P402

PLUMBING RISER DIAGRAMS

P403

PLUMBING RISER DIAGRAMS

P404

PLUMBING RISER DIAGRAMS

P501

PLUMBING DETAILS

P502

PLUMBING DETAILS

ELECTRICAL 6 6

3 3 3

3 1

4 4 4 5

3 7

06-18-15 06-18-15

4-15-15 4-15-15 4-15-15

4-15-15 4-15-15

05-27-15 05-27-15 05-27-15 06-17-15

E100

GENERAL ELECTRICAL NOTES

E101

ELECTRICAL SITE PLAN

E102

PHOTOMETRIC SITE PLAN

E201

GROUND FLOOR LIGHTING PLAN

E202

GROUND FLOOR POWER AND SYSTEMS PLAN

E203

OVERALL SECOND FLOOR ELECTRICAL PLAN

E204

OVERALL THIRD FLOOR ELECTRICAL PLAN

E205

OVERALL FOURTH FLOOR ELECTRICAL PLAN

E206

OVERALL FIFTH FLOOR ELECTRICAL PLAN

E207

ELECTRICAL ROOF PLAN

E301

ENLARGED PART. GROUND FLOOR PLAN - LIGHTING

E302

ENLARGED PART. GROUND FLOOR PLAN - POWER

E303

GUESTS ROOMS ENLARGED PLAN - ELECTRICAL

E304

GUESTS ROOMS ENLARGED PLAN - ELECTRICAL

E305

GUESTS ROOMS ENLARGED PLAN - ELECTRICAL

E306

GUESTS ROOMS ENLARGED PLAN - ELECTRICAL

E307

GUESTS ROOMS ENLARGED PLAN - HEARING IMPAIRED

E308

ELECTRICAL PLANS - ENLARGED PLANS

E309

ELECTRICAL PLANS - ENLARGED PLANS

E310 E311

FOOD PREP AND FITNESS ROOM - ENLARGED PLAN ENLARGED POOL AND PATIO AREA PLAN - ELECTRICAL

E400

ONE-LINE DIAGRAM

E401 E500

CATV RISER & INNCOM BLOCK DIAGRAMS LEGEND, FIXTURE SCHEDULE AND SCHEDULES

E600

PANEL SCHEDULES

E601

PANEL SCHEDULES

E602

PANEL SCHEDULES

E603

PANEL SCHEDULES

E604

PANEL SCHEDULES

E700

ELECTRICAL DETAILS ELECTRICAL DETAILS

E702

ELECTRICAL DETAILS

07-14-15

4-15-15 07-14-15

2 2 3 2 3 3 3 3

4-15-15 4-15-15 4-15-15 4-15-15 4-15-15 4-15-15 4-15-15 4-15-15

E701

4-15-15

FIRE ALARM FA201

GROUND FLOOR FIRE ALARM PLAN

FA202

SECOND FLOOR FIRE ALARM PLAN

FA203

THIRD FLOOR FIRE ALARM PLAN

FA204

FOURTH FLOOR FIRE ALARM PLAN

FA205

FIFTH FLOOR FIRE ALARM PLAN

FA206

ROOF FIRE ALARM PLAN

FA300

FIRE ALARM SYSTEM RISER DIAGRAM

FIRE PROTECTION

3 4 4

05-27-15

4-15-15 05-27-15 05-27-15

01- A1200 ACCESSIBILITY A1200 Accessible Routes A1201 Accessible Routes A1202 Building Blocks A1203 General Site & Building Elements A1204 Plumbing Elements & Facilities A1205 Plumbing Elements & Facilities 01- A1200 ACCESSIBILITY: 6

FP100

LEGEND AND GENERAL NOTES

FP200

Ground Floor Fire Protection

FP201

Second Floor Fire Protection

FP202

Third Floor Fire Protection

FP203

Fourth Floor Fire Protection

FP204

Fifth Floor Fire Protection

FP205

FIRE PROTECTION SECTIONS

FP301

FIRE PROTECTION RISER

FP302

FIRE PROTECTION DETAILS

FP303

FIRE PROTECTION DETAILS

FP304

FIRE PROTECTION DETAILS

Revision Schedule No. 1 2 3 4

Description

Date

Building Dept. Comments TPS Prototype Updates Structural Revision Fire Department Comments

4-15-15 4-15-15 4-15-15 05-27-15

CIVIL CS1

COVER SHEET

SP1

SITE PLAN

PD1

PAVING AND DRAINAGE PLAN

PD2

PAVING AND DRAINAGE DETAILS

PM1

PAVEMENT MARKING PLAN

WS1

WATER AND SEWER PLAN

WS2

WATER AND SEWER DETAILS

WS3

WATER AND SEWER DETAILS

WS4

WATER AND SEWER DETAILS

SWPP1

STORMWATER POLLUTION PREVENTION PLAN

SWPP2

EROSION CONTROL DETAILS

SWPP3

N.P.D.E.S. NOTES

LANDSCAPING

01- A1300 FIRE STOPPING DETAILS A1300 Fire Stopping Details A1301 Fire Stopping Details 01- A1300 FIRE STOPPING DETAILS: 2

EX. TREE DISPOSTION

LANDSCAPE PLAN

LANDSCAPE NOTES

Project & Code Information

LOCATION MAP

01- A1400 MILLWORK A1400 Front Desk and In A Pinch A1401 Millwork Details - Buffet 01- A1400 MILLWORK: 2 01- A1500 STRUCTURAL S-0.1 General Notes, Window & Door Pressures S-0.2 Schedules& Sections and Details S-0.3 Site Details S-0.4 Site Details S-1 Foundation Level Floor Plan S-2 2nd Level Framing Plan S-3 3rd Level Framing Plan S-4 4th Level Framing Plan S-5 5th Level Framing Plan S-6.1 Roof Framing Plan S-6.2 High Roof Framing Plan S-7.1 Sections S-7.2 Typical Details 01- A1500 STRUCTURAL: 13 Grand total: 90

Sheet Number

PLUMBING

UL #U419

STAIR/ EXIT ENCLOSURE OPENING PROTECTION

AREA SEPARATION WALLS: ASSEMBLY OPENING PROTECTION RESIDENTIAL OPENING PROTECTION

= 73,228 S.F.

PORTE COCHERE COVERED PATIO COVERED EGRESS STAIR ENTRANCES EMPLOYEE LOUNGE COVERED ENTRANCE

XXSF XX XX

ROOM COUNT:

= 15,647 S.F. = 14,438 S.F. = 14,381 S.F. = 14,381 S.F. = 14,381 S.F.

BUILDING AREA

ROOM TAG ID

FIRE RESISTANCE REQUIRED

INTERIOR LOAD BEARING WALLS

BUILDING AREAS:

1 Date

STRUCTURAL ELEMENT

EXTERIOR ELEVATION TAG

1 / A-101

MINIMUM FIRE RESISTANCE RATINGS PER FBC (LATEST EDITION) CHAPTERS 6 (TYPES OF CONSTRUCTION), 7 (FIRE & SMOKE PROTECTION) & 10 (MEANS OF EGRESS) TABLES 601 (FIRE RESISTANCE REQ. FOR BLDG ELEMENTS), 602 (FIRE RESISTANCE REQ. FOR EXT. WALLS), 704 (FIRE RESISTANCE FOR STRUCTURAL MEMBERS) 704.10 (EXTERIOR STRUCTURAL MEMBERS), 705.8 (MAX AREA OF EXT. WALL OPENINGS), 706.4 (FIRE WALLS), 708 (SHAFT ENCLOSURES), 708.14.1 (ELEVATOR LOBBY), 715 (OPENING PROTECTIVENESS) 715.4 (CORRIDOR DOORS), 1018.1 (CORRIDORS) & FLORIDA FIRE PREVENTION CODE / NFPA 101 CHAPTER 28 (NEW HOTELS & DORMITORIES), CHAPTER 8 (FEATURES OF FIRE PROTECTION) & CHAPTER 9:

Sheet Number

Current Revision Date

Homestead Florida

OFF. OPNG. P.L. P.LAM. PLAS. PLUM. PLYWD. P.O.B. PR. PTD. R. RAD. R.D. REF. REFL. REINF. REQ. RM. R.O. RT SC SCHD. SERV. SHR. SHT. SIM. SPECS. SQ. SL. SLD. S.S. S.STL. STL. STOR. STRUCT. SUSP. SYM. T. TEL. TEMP. THK. T.O. TYP. UA U.C. U.L. U.N.O. VERT. VEST. V.I.F. VWC VT W/ W.C. WD. W/O WP. WT.

ABOVE AIR CONDITIONING ACOUSTICAL ACOUSTICAL CEILING TILE ADMINISTRATION AREA DRAIN ADJACENT / ADJUSTABLE ABOVE FINISH FLOOR ACOUSTICAL FINISH PLASTER AIR HANDLING UNIT ALUMINUM ANODIZED ARCHITECTURAL ASBESTOS ASPHALT ASSISTANT BATT INSULATION BACKER BOARD BOARD BUILDING BLOCK / BLOCKING BEAM BOTTOM OF CABINET CATCH BASIN CEMENT CEMENT PLASTER CORNER GUARD CEILING HEIGHT CONTROL JOINT CLEAR (FINISH TO FINISH) COLUMN COMPUTER CARPET CERAMIC TILE CEILING CLOSET CLEAN OUT COLUMN CONCRETE CONTINUOUS CONCRETE MASONRY UNIT DETAIL DIAMETER DIRECTOR DOWN DOOR OPENING DOOR DRAWER DRAWING EACH ELECTRICAL ELEVATION ELEVATOR EMERGENCY EXISTING, NO CHANGE EDGE OF SLAB EQUAL EQUIPMENT ELECTRIC WATER COOLER EXHAUST EXISTING EXTERIOR EXPANSION JOINT FLORIDA BUILDING CODE (2007) FIRE DAMPER FINISH FLOOR ELEVATION FIXTURES, FURNITURE, AND EQUIPMENT FLORIDA FIRE PROTECTION CODE FIXTURE FLASHING FLOOR DRAIN FACE OF FINISH FIRE RATED GAUGE GALVANIZED GENERATOR GLASS GYPSUM WALL BOARD HANDICAP HOLLOW CORE HARDWOOD HOLLOW METAL HORIZONTAL HEIGHT HIGH POINT INSIDE DIAMETER INSULATION INTERIOR INVERT JOINT KITCHEN LAVATORY LINEAR FEET LOW POINT MAXIMUM MECHANICAL MANUFACTURER MANAGER MANHOLE MINIMUM MISCELLANEOUS MASONRY OPENING METAL NOT APPLICABLE NON-COMBUSTIBLE NOT IN CONTRACT NUMBER NOMINAL NOT TO SCALE ON CENTER OUTSIDE DIAMETER OWNER FURNISHED, CONTRACTOR INSTALLED OFFICE OPENING PROPERTY LINE PLASTIC LAMINATE PLASTER PLUMBING PLYWOOD POINT OF BEGINNING PAIR PAINTED RISER RADIUS ROOF DRAIN REFERENCE REFLECTED REINFORCED REQUIRED ROOM ROUGH OPENING RESILIENT TILE SOLID CORE SCHEDULE SERVICE SHOWER SHEET SIMILAR SPECIFICATIONS SQUARE SLOPE SLIDING SERVICE SINK STAINLESS STEEL STEEL STORAGE STRUCTURAL SUSPENDED SYMMETRICAL TREAD TELEPHONE TEMPERED THICKNESS TOP OF TYPICAL UNLIMITED AREA UNDER COUNTER UNDERWRITERS LABORATORY UNLESS OTHERWISE NOTED VERTICAL VESTIBULE VERIFY IN FIELD VINYL WALL COVERING VINYL TILE WITH WATER CLOSET WOOD WITHOUT WATERPROOF WEIGHT

DRAWING INDEX

VPE Hotel North

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CODE INFORMATION

SITE Client Name 3 3

4-15-15 4-15-15

1 3 3 3 3 3 3 3 3 1

4-15-15 4-15-15 4-15-15 4-15-15 4-15-15 4-15-15 4-15-15 4-15-15 4-15-15 4-15-15

Project number Date

11-14-14

Project Status

Permit Submittal Checker

Checked by

A002 Scale

As indicated

8/7/2015 10:26:51 AM

ABV. A.C. ACOUS. A.C.T. ADMIN. A.DRN ADJ. A.F.F. AFP A.H.U. ALUM. ANOD. ARCH. A.S.B. ASPH. ASST. BATT. BB. BD. BLDG. BLK. BM. B.O. CAB. CB CEM. C.PLAS. C.G. C.HGT. C.JNT. CLR. COLM. COMP. CPT. CT. CLG. CLO. C.O. CLM. CONC. CONT. C.M.U. DETL. DIA. DIR. DN. D.O. DR. DWR. DWG. EA. ELEC. ELEV. EL EMERG. E.N.C. E.O.S. EQ. EQUIP. E.W.C. EXH. EXIST. EXT. EXP.JT. FBC 2007 F.D. F.F.E. F.F.@E. F.F.P.C. FIXT. FLASH. FL.D. F.O.F. F.R. GA. GALV. GEN. GL. G.W.B. H/C HC HDWD. HM HORIZ. HGT. H.P. I.DIA. INSUL. INT. INV. JT. KIT. LAV. L.F. L.P. MAX. MECH. MFR. MGR. MH. MIN. MISC. M.O. MTL. NA NC N.I.C. NO. / NUM NOM. N.T.S. O.C. O.D. O.F.I.C.

SYMBOLS LEGEND

A10 1

ABBREVIATIONS

01 00 00 GENERAL REQUIREMENTS

01 30 00 ADMINISTRATIVE REQUIREMENTS

3. EXECUTION

01 74 19 Construction Waste Management and Disposal

5. HORIZONTAL REINFORCING:

2. FINISH CARPENTRY:

1. Builder shall coordinate all the work of all trades.

01 31 00 Project Management and Coordination

1.DISPOSAL OF WASTE

A. Horizontal reinforcing shall be provided as shown in the Beam Schedule.

1. Cabinet supplier to provide shop drawings to the Architect and the general contractor prior to fabrication.

2. Builder shall review drawings in their entirely before starting work. The builder shall accept full responsibility for any errors or omissions not reported immediately in written to the Architect. Back charges will not be accepted.

1. REQUESTS FOR INTERPRETATION (RFIs)

A. Review each submittal and check for coordination with other Work of the Contract and for compliance with the Contract Documents. Note corrections and field dimensions. Mark with approval stamp before submitting to Architect.

A. Except for items or materials to be salvaged, recycled, or otherwise reused, remove waste materials from Project site and legally dispose of them in a landfill or incinerator acceptable to authorities having jurisdiction. 1. Except as otherwise specified, do not allow waste materials that are to be disposed to accumulate on-site. 2. Remove and transport debris in a manner that will prevent spillage on adjacent surfaces and areas.

B. Cleanouts openings shall be provided at the bottom of grouted cells at each lift over 4'-0" high. Cleanouts shall be sealed after cleaning and inspection, and before grouting.

6. Submit minimum three (3) copies of shop drawings as required bellow. Shop drawings shall be submitted for all equipment and materials which must be interfaced and coordinated with other trades, whether detailed or not. 7. These plans, as drawn and noted, comply with the Building Envelope Energy requirements of the Florida Model Energy Code. The contractor shall familiarize himself with the governing code in its entirety and build in accordance with all provisions of this code which may not be specifically addressed on the plans and notes. 8. The contractor is responsible for adequate Bracing of structural or non- structural members during construction. 9. The contractor shall in the work of all trades, perform any and all cutting and patching necessary to complete the work and shall protect the existing building from damage caused by the work. The contractor shall repair and restore the existing construction to its original condition to the satisfaction of the owner and the Architect. 10. The contractor shall not disrupt existing services, operations, or utilities without obtaining owner's prior approval and instructions in each case. 11. Coordinate demolition and construction to remain, so as to provide the best possible joint or underlying surface for the new work. 12. The contractor shall visit the job site and shall verify all new and existing conditions, heights and dimensions at the job site for comparison with drawings and specifications prior to start and continuously during construction. The contractor is solely responsible for the verification of all elevations, conditions, and dimensions. if any discrepancies, inconsistencies, or omissions are found, the Architect shall be notified in written for clarification. 13. The general contractor shall coordinate and verify with all sub-contractors the size and location of all piping, ductwork trenches, sleeves, special bolting for equipment conduits, etc. 14. The general contractor shall be responsibility for all means and methods for demolition. The contractor shall inform the Architect of any conditions that would affects the structural integrity of the building prior to proceeding with demolition. 15. Job site measurements are the full responsibility of the contractor and subcontractor, and must be taken for all items by all sub-contractors prior to fabrication. 16. General contractor is responsible for installing solid blocking behind all shelving, cabinets, etc. or equipment requiring backing. 17. The Architect shall not have control or change of, and shall not be responsible for construction means, techniques, sequences or procedures, or safety precautions and programs in connection with the work, all of which shall be the sole responsibility of the general contractor. 18. The general contractor shall keep the premises and surrounding area free of accumulation of waste material or rubbish caused by operations under the contract. At completion of work, the contractor shall remove from and about the project waste materials, rubbish, the contractor's tools, construction equipment, machinery and surplus materials. The general contractor shall clean and polish all glass, wax tile floors, vacuum carpets, and leave other spaces broom clean. 19. Termite protection shall be provided by registered termiticides, including soil applied pesticides, baiting systems, and pesticides applied to wood, or other approved methods of termite protection labeled for use as a preventative treatment to new construction. Upon completion of the application of the termite protective treatment, a Certificate of Compliance shall be issued to the building department by the licensed pest control company that contains the following statement: “The building has received a complete treatment for the prevention of subterranean termites. Treatment is in accordance with rules and laws established by the Florida Department of Agriculture and Consumer Services.” 20. In order to provide for inspection for termite infestation, clearance between exterior wall coverings and final earth grade on the exterior of a building shall not be less than 6 inches.

C. Architect's Action: Architect will review each RFI, determine action required, and return it. Allow seven (7) working days for Architect's response for each RFI. RFIs received after 1:00 p.m. will be considered as received the following working day. 1.The following RFIs will be returned without action: a. Requests for approval of submittals. b. Requests for approval of substitutions. c. Requests for coordination information already indicated in the Contract Documents. d. Requests for adjustments in the Contract Time or the Contract Sum. e. Requests for interpretation of Architect's actions on submittals. f. Incomplete RFIs or RFIs with numerous errors. 01 33 00 Submittal Procedures

B. Burning: Do not burn waste materials. D. Architect's review of submittal does not exempt the Contractor from complying with the requirements of the Contract Documents, the Florida Building Code, and all codes rules and regulations having jurisdiction.

C. Disposal: Transport waste materials off Owner's property and legally dispose of them.

E. Partial submittals are not acceptable, will be considered non-responsive, and will be returned without review.

03 00 00 CONCRETE 1.See structural drawings for concrete notes and specifications.

F. Submittals not required by the Contract Documents may not be reviewed and may be discarded. 01 40 00 QUALITY REQUIREMENTS 01 43 00 Quality Assurance 1.CONFLICTING REQUIREMENTS A. General: If compliance with two or more standards is specified and the standards establish different or conflicting requirements for minimum quantities or quality levels, comply with the most stringent requirement. Refer uncertainties and requirements that are different, but apparently equal, to Architect for a decision before proceeding. B. Minimum Quantity or Quality Levels: The quantity or quality level shown or specified shall be the minimum provided or performed. The actual installation may comply exactly with the minimum quantity or quality specified, or it may exceed the minimum within reasonable limits. To comply with these requirements, indicated numeric values are minimum or maximum, as appropriate, for the context of requirements. Refer uncertainties to Architect for a decision before proceeding. 01 70 00 EXECUTION AND CLOSEOUT REQUIREMENTS

2.Structural members of plan and reinforced concrete, including prestressed concrete, shall be constructed in accordance with the provisions of the F.B.C. Chapter 19 and ACI 318. Structural concrete slabs cast on stay in place, no composite steel form deck shall comply with F.B.C. Chapter 19 and ACI 318. The design of composite concrete on stay-in-place forms shall comply with ANSI/ASCE 3. 04 00 00 MASONRY

A. Coordination: Coordinate preparation and processing of submittals with performance of construction activities. 1. Coordinate each submittal with fabrication, purchasing, testing, delivery, other submittals, and related activities that require sequential activity. 2. Coordinate transmittal of different types of submittals for related parts of the Work so processing will not be delayed because of need to review submittals concurrently for coordination. a. Architect reserves the right to withhold action on a submittal requiring coordination with other submittals until related submittals are received.

01 73 29 Cutting and Patching A. Structural Elements: Do not cut and patch structural elements in a manner that could change their load-carrying capacity or load-deflection ratio. B. Operational Elements: Do not cut and patch operating elements and related components in a manner that results in reducing their capacity to perform as intended or that results in increased maintenance or decreased operational life or safety.

A. Structural design shall be in accordance with chapters 1 and 3 of A.C.I. 530-2/ A.S.C.E. 5-92/T.M.S. 402-92, via building code requirements for engineered brick masonry and the commentary on building code requirements for masonry structures.

2. MATERIALS A. In-Place Materials: Use materials identical to in-place materials. For exposed surfaces, use materials that visually match in-place adjacent surfaces to the fullest extent possible. 1. If identical materials are unavailable or cannot be used, use materials that, when installed, will match the visual and functional performance of in-place materials.

C. Concrete masonry units shall conform to one of the following standards: ASTM C55, ASTM C73, ASTM C90 AND ASTM C744. D. Masonry directly above chases or recesses wider that 12" shall be supported on lintels. The design for lintels shall be in accordance with FBC 2104.1.4. minimum end bearing shall be 4" (f'm = 1500 PSI) E. Masonry shall not be supported on wood girders or other form of wood construction, exceptions as provided for in FBC 2104.1.6. F. Secondhand masonry units shall not be reused unless the units conform to the requirements for new units. The units shall be whole sound material and be free from cracks and other defects that would interfere with the proper laying or use. All old mortar shall be cleaned from the units before reuse.

A. Mortar for use in masonry construction shall comply with ASTM C270 and shall be type M.

3. Contractor is responsible for verifying the dissimilar metals are always protected from each other to prevent galvanic action. 4. Contractor is responsible for verifying with the bearing schedules that the correct metal GA is used. 06 00 00 WOOD, PLASTICS, AND COMPOSITES

A. The truss layout shown on these drawings is schematic in nature. However, the supporting superstructure has been design under the assumption that the framing scheme shown, will closely parallel final truss designers layout. B. This framing scheme (direction of trusses, ,ajor G.T. bearing points, etc.) can be modified only after obtaining permission from the prime professional of record who must review proposed changes and authorize structural revisions accordingly. C. Final signed and sealed engineered truss design must be submitted to this office to review. Truss designers must provide all truss connectors as part of the design. D. Truss manufacturer shall submit three (3) copies of shop drawings and engineering calculations signed and sealed by a Florida registered engineer, of their roof truss design for approval including two (2) copies for the architects review prior to fabrication. E. Trusses to be designed to carry loads of attic AHU and misc, equipment. Coordinate locations and equipment loads with builder prior to fabrication and indicate on trusses drawings. F. Architect/Engineer accepts no responsibility for structural beams, columns, and footing until review of approved shop truss drawings, signed and sealed by Florida registered Engineer.

C. Vertical cells for masonry to be grouted, shall have vertical alignment sufficient to maintain a clear, unobstructed continuous cell. D. Portland cement mortars for installing ceramic wall and floor tile shall comply with ANSI A108.1 and FBC 2103.8. 3. CONCRETE FILL: A. Cells, lintels, and bond beams indicated to be filled shall be filled w/ 3000 PSI PEA gravel concrete.

G. All interior load bearing partitions to be constructed with clips, top and bottom at each studs, as specified by engineering plans and as per Florida Building Code. H. Structural wood and timber framing shall conform to the "TIMBER CONSTRUCTION MANUAL" as published by the American Institute of Timber Construction.

F. Transmittal: Package each submittal individually and appropriately for transmittal and handling. Transmit each submittal using a transmittal form. Architect will return submittals, without review, received from sources other than Contractor. 2. CONTRACTOR'S USE OF ARCHITECT'S CAD FILES A. General: At Contractor's written request, copies of Architect's CAD files will be provided to Contractor for Contractor's use in connection with Project, subject to the following conditions: 1. All requests for use of cad files must be presented to the architect throughthe general contractor. Requests from sub-contractors, manufacturers, suppliers, etc. will not be accepted. 2. Cad files will not be issued to any party for the purpose of bidding and will only be issued to parties under contract for this project.

A A 26002234

3. Provide and install flashing at all roof to wall connections, projections of wood beams through exterior walls, exterior openings, and elswhere required to provide watertight/ weatherproof performance. 4. Roof valley flashing shall be galvanized metal or approved equal and shall extend at least 11" from the center line each way and shall have the flow line formed as part of the flashing. Sections of flashing shall have an end lap of not less than 4". When a metal roof system is specified, valley flashing shall be of the same metal. 5. Provide and install insulation with an insulation-only R value in roof ceiling as shown on drawings and or energy calcs.

7. Provide sealant and caulking meeting applicable specifications where shown on the drawings and elsewhere as required to provide a positive barrier against moisture and passage of air. 8. Flashing shall be provided as necessary to prevent the entrance of water at openings in or projections throughout veneered walls. Flashing shall be provided at intersections of veneered walls of different materials unless such materials provide a self-flashing joint, and at other points subject to entrance of water. Caulking shall be provided where such flashing is determined by the building officials to be impractical (FBC 1503.2).

C. All concrete shall be of fluid consistency, which means that the consistency shall be as fluid as possible for pouring without segregation of the constituent parts. D. The use of admixtures shall not be permitted without written consent of the Engineer.

4.PREPARATION 4. VERTICAL REINFORCING: A. Temporary Support: Provide temporary support of Work to be cut. B. Protection: Protect in-place construction during cutting and patching to prevent damage. Provide protection from adverse weather conditions for portions of Project that might be exposed during cutting and patching operations. C. Adjoining Areas: Avoid interference with use of adjoining areas or interruption of free passage to adjoining areas. D. Existing Utility Services and Mechanical/Electrical Systems: Where existing services/systems are required to be removed, relocated, or abandoned, bypass such services/systems before cutting to minimize interruption to occupied areas.

B. When a foundation dowel does not line up with a vertical core, it shall not be sloped more that one horizontal in six vertical alignment, even though it is in an adjacent cell to the vertical wall reinforcing. C. Vertical reinforcing steel shall have a minimum clearance of one-half inch from the masonry. D. Vertical reinforcing shall be as located on the plans and as indicated in the column schedule. E. Vertical reinforcing each side of any opening, if required, shall be continuous to the tie beam. Precast lintels shall have openings to allow reinforcing bars to continue uninterrupted.

9. Flashing shall be installed in such a manner as to prevent moisture entering the wall through the joints in the coping, through moisture permable material, at intersections with the roof plane or at parapet wall penetrations. (FBC 1503.2). 10. Flashing shall be installed at: 1. Wall and roof intersection 2. At gutters 3. Wherever there is a change in roof slope or direction, 4. Around roof openings. 11. Where flashing is of metal, the metal shall be corrosion- resistant with a thickness of not less than 0.019 inch (26 GAGE(0.551 MM) Galvanized sheet). (FBC 1503.2). 12. Protection against decay and termites: Condensing lines and roof down spouts shall discharge at least 1 foot away from the structure side wall, whether by underground piping, tail extensions, or splach blocks. Gutters with down spouts are required on all buildings with eaves of less than 6" horizaontal projection except for gable and rakes or on a roof above another roof. Irrigation/ sprinkler systems and risers for spray head shall not be installed within one (1) foot of the building side wall (FBC 1503.7). Mold Mitigation

I. All wood in contact with masonry or concrete shall be pressure treated or have an approved moisture vapor barrier between the concrete or other cementitious materials and the wood as per code.

a. Deliver a continuous water tight building envelope which will provide a solid to water entry.

J. Builder shall be responsible for providing adequate bracing and bridging used during erection of trusses to prevent collapse or damage.

b. Provide necessary site work to move water away from the building during construction.

K. Headers for framed openings greater than 6'-0" must be engineered and stamped by the truss manufacturer (unless noted otherwise).

c. Complete and seal the building envelope prior to installing wall board and any finish material.

L. All headers over doors and windows to be (2) or (3) 2X12'S unless otherwise noted. (For wood frame construction depending on all wall thickness).

d. Establish procedures to provide deliver and store materials so as to prevent water damage. All materials shall be inspected for water damage prior to accepting delivery.

B. The mix design shall be approved by the engineer. A. Examine surfaces to be cut and patched and conditions under which cutting and patching are to be performed. 1. Compatibility: Before patching, verify compatibility with and suitability of substrates, including compatibility with in-place finishes or primers. 2. Proceed with installation only after unsafe or unsatisfactory conditions have been corrected.

4651 SHERIDAN ST. SUITE 480 HOLLYWOOD FLORIDA, 33021 VOICE: 954.392.8788 FAX: 954.392.8748

The General Contractor shall take measures to:

M. Dimensional lumber shall be southern pine No 2 or better or shall provide allowable stress values of 1200 PSI in bending for a single member uses.90 PSI in horizontal shear and shall have a modules elasticity of 1600 KSI or better, as determinate by and approved lumber grading agency.

A. ASTM A615-92b per reinforcing section (GRADE 60). E. Deviations: Highlight, encircle, or otherwise specifically identify deviations from the Contract Documents on submittals.

2. Back paint flashing with bituminous paint, where expected to be in contact with cementitious material or dissimilar metal.

6. Provide insulation against all exterior walls as shown on plans.

B. Grout for use in masonry construction shall comply with ASTM C476.

3.EXAMINATION D. Identification: Place a permanent label or title block on each submittal for identification. 1. Indicate name of firm or entity that prepared each submittal on label or title block. Along with the following information: a. Project name. b. Date. c. Name and address of supplier. d.Name of manufacturer. e. Submittal number or other unique identifier, including revision identifier. f. Drawing number and detail references, as appropriate. g. Location(s) where product is to be installed, as appropriate.

2. Welded Construction shall conform to the AMERICAN WELDING SOCIETY "STRUCTURAL WELDING CODE". Electrodes for field and shop welds shall be A.W.S. A5.1 E70XX.

1. ROUGH CARPENTRY: B. Construction shall be in accordance with A.C.I. 530.1-92/A.S.C.E. 6-92/T.M.S. 602- 92, specifications for masonry structures and the commentary on specifications for masonry structures.

2. MORTAR: C. Visual Requirements: Do not cut and patch construction in a manner that results in visual evidence of cutting and patching. Do not cut and patch construction exposed on the exterior or in occupied spaces in a manner that would, in Architect's opinion, reduce the building's aesthetic qualities. Remove and replace construction that has been cut and patched in a visually unsatisfactory manner.

1. Structural steel shall conform to the AISC "SPECIFICATION FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS" 1989 edition. Materials shall conform to the applicable ASTM specifications: shapes, plates , plates A-36 shapes, plates A-36 bolts - A 307-92a tubular - A500-90a Grade B (42 KSI).

1. GENERAL:

01 71 00 Examination and Preparation 1. EXECUTION

C. Processing Time: Allow enough time for submittal review, including time for resubmit, as follows. Time for review shall commence on Architect's receipt of submittal. No extension of the Contract Time will be authorized because of failure to transmit submittals enough in advance of the Work to permit processing, including resubmitted submittals. 1. Initial Review: Allow fourteen (14) days for initial review of each submittal. Allow additional time if coordination with subsequent submittals is required. Architect will advise Contractor when a submittal being processed must be delayed for coordination. 2. Intermediate Review: If intermediate submittal is necessary, process it in same manner as initial submittal. 3. Resubmittal Review: Allow fourteen (14) days for review of each resubmittal.

1. Install flashing and sheeet metal in compliance with "ARCHITECTURAL SHEET METAL MANUAL" by SMACNA.

05 00 00 METALS

1.SUBMITTAL PROCEDURES

B. Submittals Schedule: Comply with requirements in Division 01 Section "Construction Progress Documentation" for list of submittals and time requirements for scheduled performance of related construction activities.

C. Joint reinforcement, anchors, wall ties and accessories, except those of stainless steel (ASTM A167, Type 304) Shall be protected from corrosion by galvanizing as follows, metal accessories for use in exterior wall construction shall be not dipped galvanized after fabrication with minimum coating of 1.50 ounces per Sq. Ft. in accordance with ASTM a 153. Metal accessories for use in interior wall construction shall be mill galvanized with a minimum coating of 0.1 ounce per Sq. Ft. in accordance with ASTM a 641 or ASTM A525, CLASS G-60.

N. Non-bearing interior partitions may be constructed of 25 GA CEE Channel type at 24" O/C with matching tracks top and bottom with 1/2" gypsum drywall each side. Attach drywall with 1" long bugle head drywall screws at 12" O/C max. O. Metal lath over sheathing shall be 3/8" V-grove or dimpled. Ceilings and soffits shall be high rib type. Fasten to substrate at 6" O/C as follows: 1. Concrete: 1/2" Stub nails 2. Wood framing roofing: Roofing nails 4d 11/2" long, 1/4" head. 3. Sheathing: 14 Gauge Staples 1" LEG, 7/16" Crown 4. Metal Framing: Self taping screws #12 x 1/2" washer head shall not be used for soffits or ceilings. P. Pneumatic fasteners system to be HILTI-COIL nail program type to be CRF 112G 1-1/2" long and 120" diameter U.N.O. or equal to fasterner. Q. When wood posts are not in a fire rated wall, fire rated post as follows: Wrap post on all sides from base of post to underside of bearing with one (1) layer of 5/8" type "X" gypsum wall board. This will provide a one hour rating for the post. R. Provide 1x2 P.T. fire stop horizontal at ceiling and wall intersections or 8'-0" O/C vertical max. and all other locations.

Revision Schedule No.

Description

Date

e. Take reasonable steps to maintain effective dry-in conditions during the “controlled” phase of construction. f. Ensure that all surfaces are dry and unexposed to sources of humidity prior to covering them with finish materials. g. Establish protocol for dealing with any large and unexpected water intrusion into completed portions of the building.

General Notes

Client Name Project number Date

11-14-14

Project Status

Permit Submittal

Checked by

A003

S. All wood to concrete connections shall be separated by a moisture barrier or incorporate pressure treated wood. Scale

Checker 8/7/2015 10:26:52 AM

5. The specifications and all consultants drawings are supplemental to the architectural drawings. It shall be the contractor's responsibility to coordinate with the architectural drawings before the installation of any of the consultants work, and to bring any discrepancies or conflicts to the Architect's attention in written for clarification. Improperly installed work shall be corrected by the contractor at his expense and at no cost to the Architect, the Architect's consultants or the owner.

B. Content of the RFI: Include a detailed, legible description of item needing interpretation and the following: 1. Project name. 2. Date. 3. Name of Contractor. 4. Name of Architect and Construction Manager. 5. RFI number, numbered sequentially. 6. Specification Section number and title and related paragraphs, as appropriate. 7. Drawing number and detail references, as appropriate. 8. Field dimensions and conditions, as appropriate. 9. Contractor's suggested solution(s). If Contractor's solution(s) impact the Contract Time or the Contract Sum, Contractor shall state impact in the RFI. 10. Contractor's signature. 11. Attachments: Include drawings, descriptions, measurements, photos, Product Data, Shop Drawings, and other information necessary to fully describe items needing interpretation.

C. Architect will review each submittal, make marks to indicate corrections or modifications required, and return it. Architect will stamp each submittal with an review or action stamp and will mark stamp appropriately to indicate action taken.

The following specifications shall govern with modifications as specified herein: AMERICAN SOCIETY OF HEATING, REFRIGERATION AND AIR CONDITIONING ENGINEERS (ASHRAE) HANDBOOK OF FUNDAMENTALS.

Homestead Florida

4. Abbreviations throughout the plans are those in common use. Notify the Architect of any abbreviation in question.

B. General: Architect will not review submittals that do not bear Contractor's approval stamp and will return them without action.

VPE Hotel North

3. Do not scale drawings. Contractor shall rely on written dimensions as given. The contractor shall notify the Architect for clarification if needed. All Dimensions shall be filed verify by contractor with all and coordinated with all of the work of all trades. If any discrepancies are found, the contractor shall notify the Architect, in written, for clarification before the commencement or resumption of work.

A. Procedure: Immediately on discovery of the need for interpretation of the Contract Documents, and if not possible to request interpretation at Project meeting, prepare and submit an RFI in the form specified. 1. RFIs shall originate with Contractor. RFIs submitted by entities other than Contractor will be returned with no response. 2. Coordinate and submit RFIs in a prompt manner so as to avoid delays in Contractor's work or work of subcontractors.

07 00 00 THERMAL AND MOISTURE PROTECTION

10 00 00 SPECIALTIES

21 00 00 FIRE SUPPRESSION

08 GENERAL NOTES

09 20 00 PLASTER AND GYPSUM BOARD

1. PROVIDE BOTH ACCESSORIES HARDWARE AND MISCELLANEOUS ITEMS AS PER DRAWINGS,SPECIFICATIONS AND/OR CLIENT'S INSTRUCTIONS. ALL ITEMS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH THE RESPECTIVE MANUFACTURER'S PUBLISHED INSTRUCTIONS AND APPROVED INSTALLATION DRAWINGS.

1. FIRE SPRINKLER SYSTEM SHALL CONFORM TO N.F.P.A. STANDARDS AND ALL APPLICABLE GOVERNING CODES.

1. PROVIDE AND INSTALL GYPSUM WALLBOARD IN ACCORDANCE WITH "AMERICAN STANDARD SPECIFICATION FOR THE APPLICATION AND FINISHING OF GYPSUM WALLBOARD", AS APPROVED BY THE AMERICAN STANDARDS ASSOCIATE, LATEST EDITION.

2. ALL DOORS IN A MEANS OF EGRESS SHALL BE OF THE SIDE-HINGED OR PIVOTED-SWINGING TYPE, THE DOOR SHALL BE DESIGNED AND INSTALLED SO THAT IT IS CAPABLE OF SWINGING FROM ANY POSITION TO THE FULL REQUIRED WIDTH OF THE OPENING IN WHICH IT IS INSTALLED. (NFPA 7.2.1.4.1)

2. BATHROOMS AND OTHER WET AREAS: FLOORS AND BASES SHALL BE OF APPROVED IMPERVIOUS MATERIALS. USE WATER RESISTANT GYPSUM BOARD WALLS.

3. ALL DOORS IN A MEANS OF EGRESS SHALL BE ARRANGED TO BE OPENED READILY FROM THE EGRESS SIDE WHENEVER THE BUILDING IS OCCUPIED. LOCKS IF PROVIDED, SHALL NOT REQUIRE THE USE OF KEY, A TOOL, OR SPECIAL KNOWLEDGE OR EFFORT FOR OPERATION FROM THE EGRESS SIDE. (NFPA 7.2.1.5.1)

1. PROVIDE CERAMIC TILE AND ACCESSORIES COMPLYING WITH TILE COUNCIL OF AMERICA SPECIFICATION 137.1 IN COLORS AND PATTERNS OF THE APPROVED MANUFACTURERS.

08 11 00 METAL DOORS AND FRAMES 1. DOOR SUPPLIER TO PROVIDE SHOP DRAWINGS TO GENERAL CONTRACTOR. SHOP DRAWINGS SHALL BE APPROVED BY THE ARCHITECT'S OFFICE. 2. DOOR/FLOOR STOPS ARE NOT SHOWN ON PLANS. HOWEVER, ALL DOORS SHALL RECEIVE APPROPRIATE FLOOR OR DOOR STOPS AS REQUIRED. 08 14 00 WOOD DOORS 1. WOOD DOORS TO BE SOLID CORE, FLUSH, UNLESS NOTED OTHERWISE. 2. ALL EDGES OF ALL WOOD DOORS TO BE SEALED AND FINISHED. 3. ALL DOORS TO RECEIVE APPROPRIATE FLOOR OR DOOR STOPS AS REQUIRED.

09 30 00 TILING

2. INSTALL CERAMIC TILE IN COMPLIANCE WITH PERTINENT RECOMMENDATIONS CONTAINED IN THE TILE COUNCIL OF AMERICA "HANDBOOK FOR CERAMIC TILE INSTALLATION" AND MANUFACTURER'S PRINTED INSTRUCTIONS. 3. ALL CABINETS AND SHELVES TO BE AS SELECTED BY OWNER. 4. BATHROOMS AND OTHER WET AREAS: USE DUROCK TILE-BACKER BEHIND TILE AREAS. 5. USE DUROCK CERAMIC TILE BACKER BOARD IN TUBS AND SHOWER ENCLOSURE WALLS. WALL STUDS SHALL BE SPACED A MAXIMUM OF 16" O.C. - A MOISTURE BARRIER (SUCH AS 15 POUND ROOFING FELT) SHOULD BE INSTALLED OVER WALL STUDS BEFORE INSTALLING THE CERAMIC TILE BACKER BOARD TO THE WALL. TILE WALLS AROUND SHOWERS SHALL ALWAYS BE TO CEILING, U.N.O. 6. SHOWER CURBS SHALL BE NOT LESS THAN 2 INCHES MEASURED FROM THE TOP OF THE CURB TO THE TOP OF THE DRAIN.

11 00 00 EQUIPMENT

2. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING SIGNED AND SEALED DRAWINGS BY SPRINKLER SUBCONTRACTOR FOR PERMIT. FIRE SPRINKLER PLANS MUST BE APPROVED BY FIRE MARSHALL PRIOR TO ISSUE OF BUILDING PERMIT.

1. PROVIDE EQUIPMENT AS PER DRAWINGS, SPECIFICATIONS AND/OR CLIENT'S INSTRUCTIONS. ALL EQUIPMENT SHALL BE INSTALLED IN STRICT ACCORDANCE WITH THE RESPECTIVE MANUFACTURER'S PUBLISHED INSTRUCTIONS AND APPROVED INSTALLATION DRAWINGS. ALL INSTALLATIONS MUST CONFORM WITH THE FLORIDA BUILDING CODE.

3. SPRINKLER SYSTEM SHALL BE VERIFIED (AND OR MODIFIED IF EXISTING) BY AN APPROVED AUTOMATIC FIRE SPRINKLER CONTRACTOR WHO MUST SUBMIT COMPLETE ENGINEERED SPRINKLER PLANS AND HYDRAULIC CALCULATIONS SIGNED AND SEALED BY A REGISTERED PROFESSIONAL FLORIDA ENGINEER.

2. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR VERIFYING CLEARANCES TO AND FROM ALL EQUIPMENT PRIOR TO THE START OF CONSTRUCTION. REQUIRED CLEARANCES MUST BE CONFIRMED WITH MANUFACTURER INSTRUCTION, LOCAL CODES AND ORDINACES, THE FLORIDA BUILDING CODE, THE NATIONAL ELECTRIC CODE, AND ALL OTHER RULES AND REGULATIONS HAVING JURISDICTION. 3. ALL APPLIANCES SHALL BE ENERGY STAR QUALIFIED APPLIANCES, AND SHALL BE SELECTED BY THE OWNER.

2. ALL WINDOWS SHALL BE SEALED, CAULKED, GASKETED, OR WEATHER STRIPPED TO MINIMIZE LEAKAGE. WINDOW UNITS SHALL DISPLAY LABELS SHOWING COMPLIANCE WITH THE FLORIDA STATE ENERGY CODE. 3. ALL SIDELITES, WITHIN 12" OF DOOR SHALL BE TEMPERED. 4. ALL WINDOWS SHALL BE IMPACT RATED WHERE REQUIRED AND SHALL MEET THE WIND PRESSURE REQUIREMENTS (POSITIVE AND NEGATIVE). THE GENERAL CONTRACTOR IS SOLELY RESPONSIBLE FOR ALL WINDOWS MEETING THE SPECIFIED PRESSURES. 08 63 00 UNIT SKYLIGHTS NOT USED 08 71 00 DOOR HARDWARE 1. ALL DOORS, EXCEPT AT CLOSETS, SHALL BE OPERABLE WITH A SINGLE EFFORT BY LEVER HARDWARE, OR OTHER TYPE NOT REQUIRING A GRASP TO OPEN. 08 71 00 EXIT DEVICES NOT USED

7. SHOWER FINISH FLOOR SHALL SLOPE UNIFORMLY TOWARD THE DRAIN NOT LESS THAN 1/4" PER FT. 09 50 00 CEILINGS NOT USED 09 60 00 FLOORING 1. ALL BATHROOM FLOORS AND BASES SHALL BE OF APPROVED IMPERVIOUS MATERIALS. 2. ALL FLOOR FINISHES TO BE SELECTED BY OWNER - UNLESS SPECIFICALLY NOTED OTHERWISE. 3. ALL FLOORS SHALL HAVE A STATIC ANTI-SLIP COEFFICIENT OF FRICTION TO BE CONSIDERED A SAFE WALKWAY SURFACE BY UNDERWRITERS LABORATORY (UL) AND THE AMERICAN SOCIETY OF TESTING MATERIALS (ASTM) ACCEPTED INDUSTRY STANDARDS. 09 70 00 WALL FINISHES NOT USED 09 80 00 ACOUSTIC TREATMENT NOT USED 09 90 00 PAINTING AND COATING 1. APPLICATION OF PAINT AND OTHER COATING SHALL BE IN STRICT ACCORDANCE WITH MANUFACTURER'S DIRECTION. READY-MIXED PAINT SHALL NOT BE THINNED, EXCEPT AS PERMITTED IN THE APPLICATION INSTRUCTIONS. 2. ALL EXTERIOR AND INTERIOR SURFACES SHALL RECEIVE THE PAINTER'S FINISH EXCEPT COLOR COORDINATED FACTORY FINISH SURFACES. TOP AND BOTTOM OF ALL DOORS TO BE SEALED AND PAINTED. 3. ALL SURFACES TO BE FINISHED SHALL BE CLEAN AND FREE OF FOREIGN MATERIALS (DIRT, GREASE, ASPHALT, RUST, ECT.) INTERIOR WOOD: ALL FINISHING LUMBER MUST BE STORED IN DRY, WARM ROOMS TO PREVENT ABSORPTION OF MOISTURE, SHRINKAGE, AND ROUGHENING OF WOOD. ALL SURFACES MUST BE SANDED SMOOTH, WITH THE GRAIN, NEVER CROSS IT. SURFACE BLEMISHES MUST BE CORRECTED AND THE AREA CLEANED OF DUST BEFORE COATING. 4. APPLICATION SHALL BE IN A WORKMANLIKE MANNER PROVIDING A SMOOTH SURFACE. APPLICATION RATE SHALL BE THAT RECOMMENDED BY THE MANUFACTURER. APPLICATION MAY BE BY BRUSH, ROLLER OR SPRAY IF PAINT IS FORMULATED FOR SPRAY APPLICATION. 5. INTERIOR PAINT SHALL BE AS PER OWNER SPECIFICATION. 6. EXTERIOR PAINT; IE. STUCCO, TRIM, ECT. SHALL BE AS PER OWNER'S SCHEDULE AND SPECIFICATIONS. 7. PROVIDE EXTERIOR AND INTERIOR SURFACE FINISH PER OWNER'S SCHEDULE AND SPECIFICATIONS.

5. ALL SPRINKLER HEADS IN FINISHED AREAS SHALL BE CHROME PLATED, PENDANT TYPE OR AS PER BUILDING STANDARDS IF IN AN EXISTING BUILDING.

1. THE ELECTRICAL DRAWINGS ARE DIAGRAMMATIC AND INDICATE GENERAL LAYOUT OF ELECTRICAL SYSTEMS. DO NOT SCALE THE ELECTRICAL DRAWINGS. REFER TO THE ARCHITECTURAL PLAN AND ELEVATIONS FOR EXACT LOCATION OF ALL EQUIPMENT AND CONFIRM WITH OWNERS REPRESENTATIVES. THE CONTRACTOR SHALL FIELD VERIFY EXISTING CONDITIONS, INCLUDING VOLTAGE, PHASE AND CURRENT, PRIOR TO BIDDING THE PROJECT. THE ELECTRICAL CONTRACTOR SHALL VERIFY WITH F.P.&L. THE LOCATION OF SERVICE AND SHALL LOCATE METER & PANELS AS REQUIRED. CONTRACTOR IS FULLY RESPONSIBLE FOR PROVIDING ELECTRICAL SERVICE TO BUILDING. 2. THESE PLANS DO NOT SHOW EVERY MINOR DETAIL OF CONSTRUCTION, THE CONTRACTOR IS EXPECTED TO FURNISH AND INSTALL ALL ITEMS FOR A COMPLETE ELECTRICAL SYSTEM AND MEET ALL REQUIREMENTS NECESSARY FOR EQUIPMENT TO BE PLACED IN PROPER WORKING ORDER.

12 00 00 FURNISHINGS 1. PROVIDE WNDOW TREATMENTS AND/OR BLINDS AS SELECTED BY CLIENT AND/OR ARCHITECT, AS PER BUILDING STANDARDS. 13 00 00 SPECIAL CONSTRUCTION NOT USED. 14 00 00 CONVEYING EQUIPMENT 1. ELEVATORS SHALL BE CONSTRUCTED, INSTALLED AND MAINTAINED TO PROVIDE PROPER SAFETY IN ACCORDANCE WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE. CONSTRUCTION, INSTALLATION, AND MAINTENANCE SHALL CONFORM WITH ASME A17.1, ADDENDA A17.1a, AND A17.1b, EXCEPT AS OTHERWISE PROVIDED FOR IN THE F.B.C.

7. THE SPRINKLER CONTRACTOR SHALL NOTIFY THE FIRE DEPARTMENT OR AUTHORIZED AGENT PRIOR TO WORKING ON AN EXISTING SPRINKLER SYSTEM. 8. THE CONTRACTOR SHALL PROVIDE AND INSTALL (1) 10 LBS. ABC TYPE U.L. LISTED FIRE EXTINGUISHER PER 2,500 S.F. LOCATION SHALL BE APPROVED BY FIRE MARSHALL PRIOR TO INSTALLATION. 9. EQUIPMENT AND CONNECTIONS TO THE BUILDING FIRE ALARM CONTROL PANEL SHALL BE PROVIDED. IF AN EXISTING BUILDING, CONTRACTOR SHALL VERIFY THE SYSTEM PRIOR TO BIDDING AND INCLUDE ALL REQUIRED ELEMENTS IN THE BID. 22 00 00 PLUMBING ALL PLUMBING FIXTURES SHALL COMPLY WITH THE FLORIDA PLUMBING BUILDING CODE - LATEST EDITION. 1. SUBCONTRACTORS SHALL PROVIDE ALL LABOR, MATERIALS AND EQUIPMENT NECESSARY TO INSTALL PLUMBING, RELATED FIXTURES, ROOF AND FLOOR DRAINS. ALL WORK SHALL COMPLY WITH STATE AND LOCAL CODES AND ORDINANCES. SUBCONTRACTORS SHALL COORDINATE WORK WITH ALL OTHER TRADES. TERMINAL HOOKUP OF ALL FIXTURES AND TAP-IN TO ALL UTILITIES IS REQUIRED. SUBCONTRACTORS SHALL INSTALL AND CHECK ALL PRESSURE REDUCING VALVES, POP OFF VALVES AND OTHER SAFETY DEVICES PRIOR TO OPERATION OF SYSTEM. 2. PLUMBING SYSTEM SHALL BE INSTALLED AS PER THE FLORIDA BUILDING CODE, PLUMBING. 3. MATERIALS, DESIGN AND INSTALLATION OF ALL PLUMBING FIXTURES AND WATER HEATERS SHALL BE GOVERNED BY THE FLORIDA BUILDING CODE - PLUMBING, CHAPTER 4. 4. MATERIALS, DESIGN AND INSTALLATION OF WATER SUPPLY AND DISTRIBUTION SYSTEMS SHALL BE GOVERNED BY THE FLORIDA BUILDING CODE PLUMBING, CHAPTER 6. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE OF PROVIDING POTABLE WATER TO THE BUILDING. 5. SANITARY DRAINAGE SYSTEMS AND STORM DRAINAGE SYSTEMS SHALL BE GOVERNED BY THE FLORIDA BUILDING CODE. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR PROVIDING A COMPLETE SANITARY SYSTEM AND FOR ALL CONNECTIONS TO THE MUNICIPAL SEWER SYSTEM. 6. THE PLUMBING SUBCONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE ALL LAYOUT, SLEEVING, CONCRETE CUTTING AND PATCHING AND CONCRETE COREBORING AS REQUIRED TO COMPLETE ALL OF THEIR WORK. ALL LAYOUT OF REQUIRED CONCRETE CUTTING AND PATCHING AND CONCRETE COREBORING MUST BE APPROVED BYT THE GENERAL CONTRACTOR, THE ARCHITECT, AND THE STRUCTURAL ENGINEER PRIOR TO THE PLUMBING SUBCONTRACTOR EXECUTION OF THE SAME.

1. FILL PLACED WITHIN 5'-0" OF THE CONSTRUCTION PERIMETER SHALL CONSIST OF CLEAN WELL GRADED SAND IN 12" LIFTS.) AND VIBRATOR COMPACTED TO ACHIEVE A MIN. OF 95% MODIFIED PROCTOR AASHO-T180. 2. AFTER STANDARD CLEANING AND GRUBBING HAS BEEN COMPLETED AND APPROVED, APPLY VIBRATORY COMPACTOR WITH A MINIMUM OF FOUR PASSES TO THE EXISTING GROUND. 3. GENERAL CONTRACTOR IS RESPONSIBLE TO COMPLETE ALL GRADING AS REQUIRED TO COMPLY WITH DRAINAGE REQUIREMENTS FROM STATE AND LOCAL GOVERMENT AGENCIES. 4. PROJECT PLANS HAVE BEEN PREPARED BASED ON SOIL RECOMMENDATIONS AND ENGINEERING REPORT WHICH IS PART OF THE CONSTRUCTION DOCUMENTS. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR STRICTLY FOLLOWING ALL RECOMMENDATIONS, INSTRUCTIONS AND SPECIFICATIONS INCLUDED IN THE SOILS REPORT.

A A 26002234 4651 SHERIDAN ST. SUITE 480 HOLLYWOOD FLORIDA, 33021 VOICE: 954.392.8788 FAX: 954.392.8748

32 00 00 EXTERIOR IMPROVEMENTS 3. THE WORK SHALL CONSIST OF FURNISHING LABOR, EQUIPMENT AND MATERIALS TO PROVIDE THE COMPLETE INTEGRATED AND PROPER FUNCTIONING SYSTEM.

6. THE SPRINKLER SYSTEM SHALL BE SUPERVISED AS REQUIRED.

08 51 00 METAL WINDOWS 1. WINDOW SUPPLIER TO PROVIDE SHOP DRAWINGS TO GENERAL CONTRACTOR. SHOP DRAWINGS SHALL BE APPROVED BY THE ARCHITECT'S OFFICE.

4. ALL SPRINKLER HEAD LOCATIONS SHALL BE COORDINATED WITH ALL OTHER CEILING ITEMS SUCH AS LIGHTING, HVAC GRILLES, ARCHITECTURAL MEMBERS, ETC. PIPING SHALL BE COORDINATED WITH HVAC DUCTS, LIGHTS, ETC. AND WHERE REQUIRED PIPING SHALL BE RELOCATED TO ACCOMMODATE THE SAME.

26 00 00 ELECTRICAL

31 00 00 EARTHWORK

4. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE LATEST EDITIONS OF THE NATIONAL ELECTRICAL CODE AND SHALL COMPLY WITH ALL LOCAL RULES AND ORDINANCES.

1. GENERAL CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL EXTERIOR IMPROVEMENTS NECESSARY TO OBTAIN A FINAL CERTIFICATE OF OCCUPANCY, WHETHER SUCH IMPROVEMENTS HAVE BEEN SHOWN IN THE PLANS OR NOT. 33 00 00 UTILITIES

6. THE ELECTRICAL CONTRACTOR SHALL COORDINATE HIS WORK WITH THAT OF OTHER TRADES SO AS TO AVOID INTERFERENCE.

1. GENERAL CONTRACTOR TO VERFIY LOCATION OF ALL UTILITY, BOTH ABOVE AND BELOW GRADE. GENERAL CONTRACTOR TO VERFIY LOCATION OF POWER LINES, POWER POLES, TRANSFORMERS, UTILITY METERS, FIRE HYDRANTS, WATER, SEWER AND GAS LINES PRIOR TO BIDDING THE WORK. NOTIFY ARCHITECT IN WRITING IF CONFLICT EXISTS.

7. THE CONTRACTOR SHALL PAY FOR ALL PERMITS AND INSPECTIONS REQUIRED BY STATE AND LOCAL LAW AND ORDENACES.

2. GENERAL CONTRACTOR TO VERIFY LOCATION OF ALL SERVICE CONNECTIONS WITH THE RESPECTIVE UTILITY COMPANIES.

8. ALL WORK SHALL BE PERFORMED BY A LICENSED ELECTRICAL CONTRACTOR IN A FIRST CLASS WORKMANSHIP MANNER. THE COMPLETE SYSTEM SHALL BE FULLY OPERATIVE AND ACCEPTANCE BY ENGINEER/ARCHITECT MUST BE A CONDITION OF THE SUBCONTRACTOR.

3. THE GENERAL CONTRACTOR SHALL COORDINATE WITH REPRESENTATIVES OF WATER, SEWER, ELECTRICAL, GAS, TELEPHONE AND TELEVISION COMPANIES TO VERIFY AVAILABLE FACILITIES, AND, IF APPLICABLE, TO ESTABLISH TEMPORARY FACILITIES.

9. UPON COMPLETION OF THE WORK, FURNISH TO THE OWNER CERTIFICATES OF FINAL INSPECTIONS AND APPROVALS FROM AUTHORITIES HAVING JURISDICTION.

34 00 00 TRANSPORTATION NOT USED

5. ALL EQUIPMENT AND MATERIALS PROVIDED SHALL BE NEW AND IN CONFORMANCE WITH APPLICABLE PROVISIONS OF NEMA, ANSI, UL, ETC., AND SHALL BEAR UNDERWRITERS LABELS WHERE APPLICABLE.

10. ALL REQUIRED INSURANCE SHALL BE PROVIDED FOR PROTECTION AGAINST PUBLIC LIABILITY OF PROPERTY DAMAGE FOR THE DURATION OF THE WORK.

DIVISION 35 – WATERWAY AND MARINE CONSTRUCTION NOT USED

11. ANY DEFECTS FOUND DURING THE COMPLETION OF THE WORK, SHALL BE CORRECTED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CUTTING AND PATCHING OF HIS WORK. 12. THE CONTRACTOR SHALL COORDINATE WITH FPL ALL REQUIREMENTS FOR CONDUIT ENTRY AND CABLE TERMINATION IN THE UTILITY TRANSFORMER AS REQUIRED IN ARTICLE 250, NATIONAL ELECTRICAL CODE. IF ANY CONFLICT EXISTS SHALL BE BROUGHT TO THE ARCHITECT/ENGINEER ATTENTION PRIOR TO THE COMMENCEMENT OF WORK. 13. ELECTRICAL CONTRACTOR SHALL CHECK ALL EQUIPMENT IN THE PROJECT FOR PROPER VOLTAGE, PHASE, AND CURRENT BEFORE CONNECTION TO CIRCUITS. 14. ELECTRICAL CONTRACTOR SHALL CHECK AND VERIFY EQUIPMENT FURNISHED AGAINST THOSE SPECIFIED OR INTENDED AND REVISE BRANCH CIRCUITS AS MAY BE REQUIRED WITH PRIOR APPROVAL OF ENGINEER/ARCHITECT.

Revision Schedule No.

Description

Date

15. THE ELECTRICAL INSTALLATION SHALL MEET ALL STANDARD REQUIREMENTS OF POWER & LIGHT COMPANY AND TELEPHONE COMPANY. 16. FURNISH AND INSTALL LIGHTING FIXTURES AND LAMPS AS CALLED FOR ON PLANS, OR AS SELECTED BY OWNER. 17. COORDINATE RACEWAY INSTALLATIONS WITH OTHER TRADES PRIOR TO CONSTRUCTION.

23 00 00 HEATING, VENTILATING, AND AIR-CONDITIONING (HVAC) 1. MECHANICAL SUBCONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS AND EQUIPMENT NECESSARY TO INSTALL A COMPLETE AIR CONDITIONING AND MECHANICAL VENTILATION SYSTMES. ALL WORK SHALL COMPLY WITH STATE AND LOCAL CODES AND ORDINANCES. SUBCONTRACTORS SHALL COORDINATE WORK WITH ALL OTHER TRADES. TERMINAL HOOKUP OF ALL FIXTURES AND TAP-IN TO ALL UTILITIES IS REQUIRED. SUBCONTRACTORS SHALL INSTALL AND CHECK ALL DEVICES PRIOR TO OPERATION OF SYSTEM. 2. PROVIDE FIRE DAMPERS AT SUPPLY AND RETURNS WHICH PASS THROUGH RATED ASSEMBLIES AS PER MECHANICAL DRAWINGS AND SPECIFICATIONS.

18. ELECTRICAL CONTRACTOR IS RESPONSIBLE TO PROVIDE ALL EXIT SIGNS AS REQUIRED BY THE LOCAL FIRE MARSHAL AND BUILDING INSPECTOR - WHETHER SHOWN ON THE PLANS OR NOT. 27 00 00 COMMUNICATIONS 1. PROVIDE PRE-WIRED TELEPHONE OUTLETS AS SHOWN ON PLAN. 2. PROVIDE PRE-WIRED T.V. OUTLETS FOR CABLE TV AS SHOWN ON PLANS. COORDINATE ALL REQUIREMENTS WITH CABLE TV COMAPANY AND COMPLETE ALL CONNECTIONS WITH CABLE TV UTILITY COMPANY.

General Notes

3. PRE-WIRE CONNECTION FOR FUTURE T.V. SATELLITE INSTALLATION. Client Name

3. SIZE OF MECHANICAL AND ELECTRICAL EQUIPMENT PADS AND BASES ARE APPROXIMATE ONLY. THE CONTRACTOR SHALL VERIFY DIMENSIONS AND REQUIRED CLEARANCES WITH RESPECTIVE EQUIPMENT MANUFACTURER.

DIVISION 28 – ELECTRONIC SAFETY AND SECURITY 1. PROVIDE SMOKE DETECTORS AS REQUIRED BY N.E.C, F.B.C, AND STATE AND LOCAL AGENCY REQUIREMENTS. 2. PROVIDE BURGLAR ALARM SYSTEM WITH CONTACTS IN ALL EXTERIOR DOORS AND OPERABLE WINDOWS.

Project number Date

11-14-14

Project Status

Permit Submittal

Checked by

A004 Scale

Checker 8/7/2015 10:26:52 AM

1. ANY DEVICE OR ALARM INSTALLED TO RESTRICT THE IMPROPER USE OF MEANS OF EGRESS SHALL BE DESIGNED AND INSTALLED SO THAT IT CANNOT, EVEN IN CASE OF FAILURE, IMPEDE OR PREVENT EMERGENCY USE. (NFPA 7.1.9)

25 00 00 INTEGRATED AUTOMATION NOT USED

Homestead Florida

09 00 00 FINISHES

VPE Hotel North

08 00 00 OPENINGS

SITE PLAN NOTES 1. REFER TO CIVIL ENGINEERING PLANS AND DETAILS FOR ALL GRADE AND FINISH FLOOR ELEVATIONS, DRAINAGE AND RETENTION CALCULATIONS. ELEVATIONS SHOWN ON THIS PLAN ARE FOR REFERENCE PURPOSES ONLY.

2. REFER TO SURVEY FOR EXACT BUILDING LOCATION AND APPLICABLE PLAT INFORMATION. 3. REFER TO LANDSCAPE PLAN FOR ALL EXTERIOR SOFT-SCAPE FINISHES AND SPECIFICATIONS. 4. SEE SHOP DRAWINGS FOR EXACT POOL AND WATER FEATURE DESIGN. DESIGN TO CONFORM FULLY WITH ALL APPLICABLE HEALTH, POOL AND SPA CODES- LATEST EDITION. SUBMIT SHOP DRAWINGS FOR APPROVAL.

A005

3 6' - 0"

TH 0 3 E N

Ground Floor 0' - 0"

E U N E AV

5. POOL ENTRANCE TO BE EQUIPPED WITH HANDICAP ACCESSIBLE SELF CLOSING, SELF LATCHING GATE PER ALL APPLICABLE LOCAL AND STATE SWIMMING POOL AND SPA CODE REQUIREMENTS. 6. POOL FENCE: MIN. 4'-0" HIGH AL. PICKET FENCE OR APPROVED EQUAL TO MEET ALL LOCAL AND STATE SWIMMING POOL AND SPA CODE REQUIREMENTS. 7. MAINTAIN APPROPRIATE SIGHT-LINES AT DRIVEWAY ENTRANCE AND EXITS. 8. PROVIDE DENSE LANDSCAPE SCREENING 30" CLEAR FROM MECHANICAL EQUIPMENT LOCATIONS. ALL EQUIPMENT (INCLUDING DRYER VENTS) MUST BE SCREENED WITH LANDSCAPING OR OTHER MEANS.

BENCH

9. FIRE PROTECTION MARKINGS: PROVIDE BUILDING ADDRESS SIGN AT EXTERIOR OF FRONT ELVATION. BUILDING ADDRESS NUMBERS SHALL BE PLACED IN A POSITION TO BE PLAINLY LEGIBLE AND VISIBLE FROM THE STREET OR ROAD FRONTING PROPERTY. ADDRESS NUMBERS SHALL CONTRAST WITH THEIR BACKGROUND AND NUMERALS SHALL BE NOT LESS THAN 6" IN HEIGHT. ALL PROTECTION MARKINGS SHALL COMPLY WITH NFPA 1 FIRE CODE SECTION 10.12.

NOTE 14

Site Wall Section 1/2" = 1'-0"

Sim

AA 26002234 4651 SHERIDAN ST. SUITE 460 HOLLYWOOD FLORIDA, 33021 VOICE: 954.392.8788 FAX: 954.392.8748

NOTE 8

ADA ACCESSIBLE ROUTE shall meet the following minimum requirements of Florida Accessibility Code For Building Construction - Latest Edition (refer to ADA sheets for details):

E N I L Y T R E P O R P

(1) At least one accessible route complying with Section 206 and Chapter 4 shall be provided within the boundary of the site from public transportation stops, accessible parking spaces, passenger loading zones if provided, and public streets or sidewalks, to an accessible building entrance.

(2) At least one accessible route complying with Chapter 4 shall connect accessible buildings, accessible facilities, accessible elements, and accessible spaces that are on the same site. (3) All objects that protrude from surfaces or posts into circulation paths shall comply with Section 307.

NOTE 9

A005

(4) Walking surfaces along accessible routes and in accessible spaces shall comply with Section 403.

1 A008

(5) CATCH BASINS ARE TO BE PLACED SO AS NOT TO INTERFERE WITH CLEARANCES AND MAXIMUM SLOPES ALONG DESIGNATED ACCESSIBLE ROUTES.

(6) LOOSE EXTERIOR ACCESSORIES MUST BE LOCATED IN A WAY THAT MAINTAINS A 36" WIDE ACCESSIBLE ROUTE MINIMUM.

NOTE 8

(7) SLOPE OF POOL DECK AREA MUST NOT EXCEED 1:48 IN ANY DIRECTION. NOTE 8

(8) PROVIDE H.C. ACCESSIBLE BENCHES WHERE PUBLIC SEATING IS TO BE INSTALLED.

ADA PARKING:

NOTE 5

REFUSE ENCLOSUR E

NOTE 8

1 A006

NOTE 7

Sim

NOTE 5

- 1/2" BEVEL MAX VERTICAL DIFFERENCE IN FLOOR SURFACE - 44" MIN. PATH OF TRAVEL WIDTH - 1:20 MAX PATH OF TRAVEL SLOPE - 1:12 MAX COMPLIANT RAMP SLOPE - 1:48 MAX CROSS SLOPE

POOL

2 BOCCI BALL

BBQ

NOTE 11

4 4

NOTE 8

PATIO

NOTE 8

BOCCI BALL

NOTE 5

BBQ

NOTE 14

NOTE 13

PROPOSED 5 STORY CBS HOTEL BUILDING F.F.E 8.50

NOTE 12

NOTE 8

PROPERTY LINE

A005

SITE PLAN KEY NOTES NOTE 1: ACCESSIBLE PASSENGER DROP OFF AREA WITH ADJACENT CLEAR ACCESS AISLE - DROP OFF & ACCESS AISLE SHALL BE AT THE SAME LEVEL & SHALL HAVE A SLOPE NOT TO EXCEED 1:48. NOTE 2: 1'-0" WIDE CONCRETE APRON / BORDER. NOTE 3: FLAG POLE LOCATION. REFER TO HOTEL BRAND STANDARDS. NOTE 4: MONUMENT SIGN LOCATION. NOTE 5: EXTERIOR DECK. MUST COMPLY WITH FBC ACCESSIBILITY REQUIREMENTS. REFER TO ADA DETAILS AND GENERAL NOTES. NOTE 6: EXTERIOR STORAGE. NOTE 7: TRASH ENCLOSURE. NOTE 8: WALKWAY SLOPE NOT TO EXCEED 1:48 IN ANY DIRECTION

NOTE 11

Sim

PROPERTY LINE

NOTE 11

MONUMENT SIGN

NOTE 9

NOTE 11

AREA DESIGNATED FOR PUBLIC ART

NOTE 3

BIKE RACK

NOTE 8

NOTE 13: POOL SHOWER.

NOTE 11

NOTE 1 NOTE 2

Revision Schedule No. 1 4 6

Description

Date

Building Dept. Comments Fire Department Comments Site Plan Revisions

4-15-15 05-27-15 06-18-15

NOTE 14: 4'-0" HIGH PAINT GRADE WELDED ALUMINUM PICKET FENCE OR APPROVED EQUAL WITH 2" x 2" POSTS AND 3/4" x 3/4" WIDE PICKETS. NO OPENINGS TO ALLOW 4" SPHERE TO PASS THROUGH PER FLORIDA BUILDING CODE/ LATEST EDITION/ APPLICABLE SECTION. COLOR AND DESIGN TO BE APPROVED BY ARCHITECT. REFER TO SHOP DRAWINGS FOR SPECS AND INSTALLATION.

MAIN ENTRANCE NOTE 8

NOTE 9

NOTE 11: CURB RAMP TO MEET ALL FBC ACCESSIBILITY REQUIREMENTS. NOTE 12: POOL EQUIPMENT ENCLOSURE.

NOTE 8

BENCH

GATE

NOTE 9

BENCH

NOTE 11

NOTE 10: DECORATIVE NON-SLIP BRICK PAVING IN HERRINGBONE PATTERN OR APPROVED EQUAL. ACCEPTABLE ALTERNATIVES INCLUDE STONE AND STAMPED CONCRETE PAVING. SUBMIT PATTERN FOR ARCHITECT APPROVAL.

NOTE 8

NOTE 9

A005

NOTE 9: ACCESSIBLE ROUTE TO PUBLIC RIGHT OF WAY (1 REQUIRED). MAX. RUNNING SLOPE OF 1:20 AND MAX. CROSS SLOPE OF 1:48. ALL PAVED SURFACES, CURB RAMPS AND TRANSITIONS ALONG PATH TO MEET FBC ACCESSIBILITY REQUIREMENTS.

NOTE 10

PORTE COCHERE

NOTE 11 NOTE 2

NOTE 4

Site Referenece Plan

PROPERTY LINE

Client Name Project number Date

NORTH

11-14-14

Project Status

Permit Submittal

Checked by

PROPOSED SITE PLAN

A005

1" = 20'-0"

100 PARKING SPACES 95 PARKING STALLS 5 ACCESSIBLE STALLS

Scale

As indicated

8/7/2015 10:26:57 AM

ACCESSIBLE PATH OF TRAVEL FROM EACH EMERGENCY EXIT TO PUBLIC WAY SHALL MEET WITH NFPA 101: 7.1.6

Homestead Florida

FUTURE GENERATOR AT GRADE SHALL COMPLY WITH FFPC 101:11.8.5.2 NOTE: GENERATOR WILL BE SUBMITTED UNDER SEPARATE PERMIT FOR APPROVAL.

Accessible spaces complying with Section 502 shall be provided in parking area. Such spaces shall be designed and marked for exclusive use of those individuals. The number of accessible parking spaces shall comply with the minimum required per Table 208.2 Parking Spaces.

VPE Hotel North

1 A007

NOTE 14

2' - 5 5/8"

2 A008

BASKETBALL

FINISH GRADE - SEE CIVIL DRAWINGS FOOTING - SEE STRUCTURAL DRAWINGS

Sim

GENERAL FLOOR PLAN NOTES

A501

A600

A601

A500

A501

A502

1. ALL DIMENSIONS ARE FROM CENTERLINES, FACE OF CMU OR FACE OF STUDS, UNLESS OTHERWISE NOTED. VERIFY ALL MASONRY, METAL AND WOOD FRAME OPENING SIZES TO FIT DOORS AND WINDOWS BEFORE CONSTRUCTION - NOTIFY ARCHITECT IF CONFLICT EXISTS. JOB SITE MEASUREMENTS ARE THE FULL RESPONSIBILITY OF THE CONTRACTOR AND/ OR SUBCONTRACTOR AND MUST BE TAKEN FOR ALL ITEMS BY ALL SUBCONTRACTORS PRIOR TO FABRICATION.

2. WALL TYPE NOTES AND LEGEND SEE SHEETS: A101 3. REFLECTED CEILING PLANS SEE SHEETS: A209 -A214 4. STAIR PLAN AND SECTIONS SEE SHEETS: A701 - A702 5. DOOR AND WINDOW INFORMATION SEE SHEET: A801 - A804

247' - 11 5/8"

1' - 4"

4' - 3 7/8"

11' - 4 1/4"

1' - 8" 4' - 0"

4' - 0"

6' - 0" 2' - 9 1/8"

8' - 6 1/2"

6' - 0"

4' - 0"

9' - 8"

5' - 0 1/4"

6' - 0"

10' - 2"

6' - 0"

9' - 8"

6' - 0"

4' - 6 1/4" 2' - 0"

4' - 0"

31' - 3 5/8"

9' - 8"

12' - 0"

17' - 4 1/8"

13' - 8 1/2"

18 A1100

NOTE 5

ICE

GUEST LAUNDRY

NOTE 2

ELECTRICAL

14' - 2"

5' - 5 3/8"

16' - 3"

6' - 0"

61' - 5 3/4"

10' - 3"

STAIR 2

4' - 3 7/8"

1 A808

D C

7' - 2"

12' - 0"

16' - 3 5/8"

1 A806

4' - 4"

3' - 4"

16' - 2 3/8"

5' - 4"

2' - 0"

3' - 4 1/4"

6' - 0"

8' - 6 1/2"

25. ALL EGRESS COMPONENTS INCLUDING BUT NOT LIMITED TO DOORS, WINDOWS, STAIRWAYS, HANDRAILS, GUARDRAILS AND COMPONENTS THERE OF: SHALL COMPLY WITH ALL APPLICABLE RULES AND REGULATIONS OF CHAPTER 10 (MEANS OF EGRESS) OF THE FLA. BLDG. CODE. 26. ALL GUARDRAILS SHALL BE MIN. 42" HIGH. NO OPENINGS TO ALLOW A 4" SPHERE TO PASS TROUGH PER SECTION 1013 OF THE FLORIDA BUILDING CODE/ LATEST EDITION. COLOR, DESIGN AND MATERIAL TO BE APPROVED BY THE ARCHITECT. REFER TO ELEVATIONS AND SECTIONS. 27. ALL SHOWER / TUB SURROUNDING AREAS WITH ENCLOSURES MUST BE TEMPERED GLASS. 28. CONTRACTOR TO VERIFY SIZE, LOCATION AND SPECIFICATIONS OF ALL EQUIPMENT BEFORE INSTALLATION. 29. ALL AREAS WITH CHEMICALS SHALL HAVE AN EYE WASH STATION.

A 2' - 9 1/4" 6' - 0"

4' - 0"

2' - 6"

31' - 4"

21. ALL STAIR CONSTRUCTION AND COMPONENTS TO BE BUILT ACCORDING TO SECTION 1009 OF THE FLORIDA BUILDING CODE/ LATEST EDITION.

THE DESIGN(S) DEPICTED AND SPECIFIED ON THESE DRAWINGS ARE PROTECTED UNDER THE COPYRIGHT LAWS OF THE UNITED STATES AS AN "ARCHITECTURAL WORK" AND ARE THE PROPERTY OF PRIME DESIGN ASSOCIATES LLC. USE OR COPY WITHOUT THE WRITTEN CONSENT OF PRIME DESIGN ASSOCIATES LLC IS PERMITTED BY CONTRACT ONLY. ANY CHANGES TO THESE DRAWINGS OR CONSTRUCTION EXECUTED FROM THEM WITHOUT THE WRITTEN CONSENT OF PRIME DESIGN ASSOCIATES LLC SHALL AUTOMATICALLY RENDER PRIME DESIGN ASSOCIATES LLC HARMLESS TO ANY LIABILITY CLAIMS, SUIT OR LITIGATION BY ANY INTERESTED PARTIES.

30. ALL WALLS IN BATH AREAS SHALL BE MOISTURE RESISTANT GYPSUM BOARD. CEILING AT BATH SHALL BE EXTERIOR RATED GYPSUM BOARD.

1 A701

1' - 4" 10' - 3 5/8"

7' - 7 5/8"

1' - 4"

18. INSTALLATION OF ALL FINISHES SHALL COMPLY WITH THE APPLICABLE PROVISIONS OF CHAPTER 7 AND CHAPTER 25 OF THE FLORIDA BUILDING CODE LATEST EDITION.

SEAL MAYER S. ABBO, ARCHITECT

22. CONTRACTOR TO VERIFY FLOOR FINISH MATERIAL ON STAIR AND FLOOR LEVELS PRIOR TO FABRICATION TO ALLOW EQUAL TREAD HEIGHT BETWEEN FLOORS.

NOTE 12

17. BUILT-IN CABINETS BY OTHERS, VERIFY ALL DIMENSIONS PRIOR TO FABRICATION.

24. TUB AND SHOWER VALVES SHALL BE ANTI SCALD WITH INTEGRAL STOPS.

02A

14. PROVIDE DENSGLASS BACKER BOARD IN LIEU OF GYPSUM WALLBOARD IN WALL SURFACES TO RECEIVE TILE IN BATHS AND WET AREAS.

23. PLUMBING FIXTURES SHALL COMPLY WITH ALL APPLICABLE SECTIONS OF THE FLORIDA BUILDING CODE (PLUMBING) LATEST EDITION.

33' - 1 3/4"

10' - 1"

02A

1' - 2 1/8" 31' - 4"

TWO BEDROOM 124

NOTE 8

4' - 4" 3' - 7 1/4" 9' - 0"

NOTE 4

11 11' - 4 1/4"

NOTE 1

PLUMBING ROOM

FIRE PUMP RM.

8' - 5 1/8"

Sim 37

NOTE 1

NOTE 8

13. SEE FOUNDATION PLAN FOR SLAB ELEVATIONS, STEPS, SLOPES, COLUMNS, FILLED CELLS, ETC.. - SEE FRAMING PLAN FOR BEARING HEIGHTS.

20. CUSTOM BUILT-INS ARE BY OTHERS - VERIFY DIMENSIONS PRIOR TO FABRICATION.

16' - 3"

MEETING ROOM STORAGE

1 A803

47' - 4 3/8"

2' - 0"

1' - 4"

11' - 1 1/4"

14' - 7" 6' - 0"

HVAC

MEETING ROOM

VESTIBULE

CART

59 16

12. REFER TO CIVIL ENGINEERING PLANS FOR LOWEST TOP OF SLAB ELEVATION (FINISH FLOOR).

19. FOR PARTIAL HEIGHT WALLS - SEE SECTIONS AND INTERIOR ELEVATIONS FOR WALL HEIGHTS.

2' - 0"

MANAGER

14' - 2"

SUNDRY

NOTE 4

15' - 8"

IN A PINCH

NOTE 10

NOTE 1

11. FLOORS TO SLOPE TO DRAIN (1:48 MAX) IN ALL ROOMS WITH FLOOR DRAINS. FLOOR DRAINS TO BE LOCATED IN ALL WET AREAS.

15. ALL BEARING PARTITIONS ARE TO BE MIN. 1 HR. RATED FIRE CONSTRUCTION OR MIN. REQUIRED BY CODE.

WOMEN

NOTE 1

4651 SHERIDAN ST. SUITE 460 HOLLYWOOD FLORIDA, 33021 VOICE: 954.392.8788 FAX: 954.392.8748

16. MAINTAIN MIN. 1 HR. RATING AT ALL ELECTRICAL PANEL LOCATIONS.

10. ALL CEILING HEIGHTS ARE CALCULATED FROM T.O. CONC. SLAB ELEVATIONS AT EACH ROOM LOCATION- SEE STRUCTURAL PLANS FOR SLAB ELEVATIONS.

AA 26002234

FLOOR PLAN KEY NOTES

31' - 8 3/8"

9' - 8"

31' - 3 5/8"

4' - 0" NOTE 1: PLASTIC CORNER GUARD - (PROVIDE AT ALL OUTSIDE CORNERS) NOTE 2: ICE MACHINE. PROVIDE INSULATED FLOOR DRAIN CENTERED UNDER ICE MACHINE WITH 1:48 MAX SLOPE TO DRAIN.

2 A601

Homestead Florida

1' - 4"

RECEPTION

8' - 0 5/8"

14' - 2"

1 A700

7' - 7 5/8"

BUFFET

ON US CHALKBOARD

FRONT DESK

11' - 11 1/4"

FOOD PREP

S R

6' - 0"

ELEVATORS

NOTE 1 NOTE 14

WORK ROOM

1' - 4"

4 12' - 0 5/8"

NOTE 20, TYP.

2' - 1 7/8"

4' - 0"

2' - 0"

3 7/8"

NOTE 12

IN A PINCH STORAGE NOTE 1

NOTE 1 9' - 10 3/4"

4' - 0"

BUFFET DOORS SHALL BE BREAK-A-WAY

NOTE 20, TYP.

ACCESSIBLE TWO BEDROOM 123

R T IN C O

NOTE 14

STAIR 1 A

NOTE 10

MEN

30' - 6"

NOTE 4

NOTE 14

8' - 4 5/8"

1 A908

01A

SERVER A

BREAKFAST ROOM

02A

UNENCLOSED ELEVATOR LOBBY

CORRIDOR 22' - 7 3/4"

7. ALL CONCRETE BLOCK (CMU) TO BE 8" U.O.N.

4' - 0"

1 A804

SALE'S OFFICE

STUDIO 108

8' - 7 5/8"

FITNESS ROOM

3째

1 A802

COVERED PATIO

4' - 0"

NOTE 14

02A

STUDIO 106

1째

8' - 0 1/4"

2' - 9 1/4" 6' - 0"

7' - 3"

2' - 0"

STUDIO 104

2' - 6"

2' - 5 3/4"

02A

NOTE 12

02A

12' - 0"

2' - 9"

5' - 2 3/8"

8' - 6 1/2"

1' - 0"

1' - 4"

8' - 11 3/4"

6' - 0"

8. PROVIDE FIRE RATED WOOD BLOCKING IN WALLS @ ALL CABINETRY, COUNTER TOPS, SHELVING LOCATIONS & TOILET ACCESSORIES, AS REQUIRED.

1' - 3 3/8"

5' - 2 5/8" 5' - 0"

3'5 -5/8" 8"

4' - 0"

6. ENLARGED GUEST ROOM PLANS SEE SHEETS: A513 THRU A524

8 5/8"

7' - 1 1/2"

2' - 10" 6' - 2 7/8"

NOTE 1

5' - 6"

6' - 0"

12' - 3 7/8"

NOTE 13

NOTE 4

14' - 2"

NOTE 3: 18" CONCRETE PAD. SEE STRUCT

PORTE COCHERE

NOTE 4: FURR OUT WALL AS REQUIRED FOR PLUMBING TYP. NOTE 5: KEY CARD ACCESS - PROVIDE DOOR CHIME TO FRONT DESK, CHIME TO STAY ON UNTIL DOOR IS CLOSED.

2 A800

NOTE 6: 4" CONCRETE PAD

1 A800

NOTE 7: UTILITY SINK & EMERGENCY EYE WASH NOTE 8: FLOOR DRAIN - SEE PLUMBING NOTE 9: LINT TRAP SEE ENGINEERING FOR DETAIL

Revision Schedule No.

Description

Date

NOTE 10: HANDICAP ACCESSIBLE BABY CHANGING STATION 4' - 0"

30' - 8"

9' - 8"

16' - 8"

15' - 8"

16' - 8"

9' - 8"

30' - 8"

4' - 0"

Fire Department Comments

05-27-15

NOTE 11: WASHER DISCHARGE TRENCH DRAIN.

247' - 11 5/8"

NOTE 12: CONC. COLUMN OR CMU BLOCK W/ STUCCO FINISH SEE STRUCTURAL PLANS. NOTE 13: MOP SINK

13 1

14 GROUND FLOOR PLAN 3/32" = 1'-0"

9 GUEST ROOMS

NOTE 14: STEEL COLUMN - SEE STRUCTURAL PLANS. PRE-MANUFACTURED COLUMN COVER WHERE SHOWN IN PLAN. NOTE 15: 3,000 LBS CAPACITY OILDRAULIC ELEVATOR. MODEL- SEVILLE 30 CONVENTIONAL LH THYSSEN KRUPP OR APPROVED EQUAL. SEE SHOP DRAWINGS FOR ELEVATOR SPECS AND DETAILS. NOTE 16: 4'-0" HIGH PAINT GRADE WELDED ALUMINUM PICKET FENCE OR APPROVED EQUAL WITH 2" x 2" POSTS AND 3/4" x 3/4" WIDE PICKETS. NO OPENINGS TO ALLOW 4" SPHERE TO PASS THROUGH PER FLORIDA BUILDING CODE/ LATEST EDITION/ APPLICABLE SECTION. COLOR AND DESIGN TO BE APPROVED BY ARCHITECT. REFER TO SHOP DRAWINGS FOR SPECS AND INSTALLATION. NOTE 17: SELF CLOSING / SELF LATCHING HANDICAP ACCESSIBLE ALUMINUM GATE PER FLORIDA BUILDING CODE - LATEST EDITION TO MATCH ALUMINUM PICKET FENCE. SHALL PROVIDE HANDICAP ACCESSIBLE REACH RANGE. NO PINCHING, TWISTING AND TURNING MOVEMENTS ALLOWED.

Ground Floor Plan

NOTE 18: PROVIDE CHAIR RAIL TO PROTECT WALLS FROM UTILITY CART. COORDINATE HEIGHT IN FIELD PER CART HEIGHT. NOTE 19: NOT USED NOTE 20: EXTERIOR PTAC LOUVER. NOTE 21: 3'-6" HIGH PAINT GRADE WELDED ALUMINUM PICKET FENCE OR APPROVED EQUAL WITH 2" x 2" POSTS AND 3/4" x 3/4" WIDE PICKETS. NO OPENINGS TO ALLOW 4" SPHERE TO PASS THROUGH PER FLORIDA BUILDING CODE/ LATEST EDITION/ APPLICABLE SECTION. COLOR AND DESIGN TO BE APPROVED BY ARCHITECT. REFER TO SHOP DRAWINGS FOR SPECS AND INSTALLATION. NOTE 22: 16" WIDE STANDING SEAM METAL ROOF ON A LAYER OF 90 LB. ASPHALT FELT, HOT MOPPED OVER 30 LB. FELT WITH SCREWS ATTACHED SYSTEM TO 3/4" FIRE RETARDANT CDX PLYWOOD SHEATHING, OVER PREENGINEERED METAL ROOF TRUSSES 24" O.C.

Client Name Project number Date

11-14-14

Project Status

Permit Submittal Checker

Checked by

NOTE 23: ATM SHALL BE HANDICAP ACCESSIBLE.

A200 Scale

3/32" = 1'-0"

8/7/2015 10:27:24 AM

14' - 2"

1 A801

NOTE 15

W/D

01A

CORRIDOR

UNISEX RESTROOM

1' - 10 3/8" 13' - 11"

17' - 0 3/4"

4' - 7"

4' - 0"

9. SEE REFLECTED CEILING PLANS FOR LOCATION OF DRYWALL SOFFITS.

NOTE 7 NOTE 11 NOTE 3

5' - 6"

TWO BEDROOM 102

5' - 5 1/4"

6' - 0"

16' - 3"

2' - 8"

NOTE 4

LAUNDRY ROOM

NOTE 4

06 NOTE 1

2' - 8"

NOTE 4

02A

3' - 4"

1 A805

PRESENTATION WALL

1' - 0"

TWO BEDROOM 101

EMPLOYEE BREAK ROOM

1' - 11 1/4" 13' - 11 1/8"

LAUNDRY CHUTE

NOTE 18

ROLL IN SHOWER, DEPRESS FLOOR SLAB 2"

STUDIO 103

24' - 3 7/8"

5' - 5 3/8"

02A

33' - 5 7/8"

NOTE 9

2' - 0"

10' - 3"

33' - 1 5/8"

6' - 0"

16' - 3" 61' - 5 5/8"

ACCESSIBLE STUDIO 105

ENGINEERING ROOM

ELEVATOR EQUIPMENT ROOM

LINEN STORAGE

12' - 0"

1' - 4"

4' - 7"

5' - 10 7/8" 14' - 2"

14' - 2"

02A

A502

2' - 0"

2' - 5 1/8" 6' - 0"

1 A703

2' - 9"

1 A901

3' - 8"

1' - 6 1/4"

2' - 8 1/4"

1 A807

12' - 0"

4' - 0"

VPE Hotel North

9' - 10 1/4"

30' - 8" 31' - 3 5/8"

5' - 5 3/8"

22' - 1 3/8"

3' - 3 1/2"

4' - 6"

9' - 8" 25' - 8 3/8"

4' - 0"

6' - 0"

16' - 8"

4' - 8 5/8"

9' - 8 1/4"

15' - 8"

5' - 6"

6' - 0"

5' - 4 1/2"

2' - 8 1/4"

5' - 1 7/8"

15' - 8"

TOWN MAP

6' - 0"

3' - 5 3/4"

8' - 4"

20' - 7 1/8"

6' - 0"

15' - 8" 62' - 8"

39' - 4 7/8"

4' - 0"

15' - 8"

24' - 0 7/8"

6' - 0"

15' - 8" 31' - 11 5/8"

19' - 7 1/8"

8' - 6 1/2"

15' - 8"

5' - 8"

15' - 8" 31' - 4"

4' - 5 3/4"

6' - 0" 2' - 9 1/8"

15' - 8"

3' - 2 3/4"

4' - 0"

16' - 8" 25' - 8 3/8"

1' - 4"

4' - 0"

9' - 8"

30' - 8" 31' - 3 5/8"

3' - 5 3/4" 1' - 10 3/4"

4' - 0" 4' - 0"

GENERAL FLOOR PLAN NOTES 1. ALL DIMENSIONS ARE FROM CENTERLINES, FACE OF CMU OR FACE OF STUDS, UNLESS OTHERWISE NOTED. VERIFY ALL MASONRY, METAL AND WOOD FRAME OPENING SIZES TO FIT DOORS AND WINDOWS BEFORE CONSTRUCTION - NOTIFY ARCHITECT IF CONFLICT EXISTS. JOB SITE MEASUREMENTS ARE THE FULL RESPONSIBILITY OF THE CONTRACTOR AND/ OR SUBCONTRACTOR AND MUST BE TAKEN FOR ALL ITEMS BY ALL SUBCONTRACTORS PRIOR TO FABRICATION.

A501

A600

A601

A500

A501

A502

247' - 11 5/8"

3' - 0"

1/4" / 12"

A NOTE 18

10' - 3 5/8"

6' - 0" 2' - 9 1/8"

8' - 6 1/2"

6' - 0"

4' - 0"

9' - 8"

2' - 4"

12' - 8 3/8"

MECH. ROOM

10' - 6 7/8"

12' - 0 5/8"

9' - 1"

NOTE 1

6' - 6 3/8"

4' - 0"

31' - 3 5/8"

9' - 8"

4' - 0"

30' - 8"

9' - 8"

6' - 0"

9' - 8"

6' - 0"

4' - 6 1/4" 5' - 1 7/8"

47' - 4 3/8" 16' - 8"

15' - 8"

9' - 9 1/8"

9' - 10 1/4"

1 A903

15' - 8"

5' - 10 7/8"

6' - 6 1/2"

9' - 1 1/2" 10' - 8 1/4"

15' - 11 1/4"

9' - 9 1/8"

5' - 10 7/8"

9' - 1 1/2"

11' - 4 1/4"

Sim

15' - 8"

2' - 2 1/8" 4' - 3"

6' - 1 5/8" 10' - 3 5/8"

06 02A

STUDIO 220

02A

STUDIO 222

DOUBLE QUEEN 218

1 A902

10' - 3 5/8"

47' - 7 5/8"

11' - 4 7/8"

4' - 3 1/4" 4' - 6 1/4"

6' - 0"

5' - 1 7/8" 4' - 6 1/4"

6' - 0"

10' - 2"

15' - 8" 15' - 8"

6' - 0"

5' - 0 1/4"

31' - 8 3/8"

15' - 8"

16' - 8"

9' - 8"

4' - 0"

6' - 0"

A 2 A701

8' - 6 1/2"

2' - 9 1/4" 6' - 0"

4' - 0"

21. ALL STAIR CONSTRUCTION AND COMPONENTS TO BE BUILT ACCORDING TO SECTION 1009 OF THE FLORIDA BUILDING CODE/ LATEST EDITION.

16' - 3"

23. PLUMBING FIXTURES SHALL COMPLY WITH ALL APPLICABLE SECTIONS OF THE FLORIDA BUILDING CODE (PLUMBING) LATEST EDITION. 24. TUB AND SHOWER VALVES SHALL BE ANTI SCALD WITH INTEGRAL STOPS.

26. ALL GUARDRAILS SHALL BE MIN. 42" HIGH. NO OPENINGS TO ALLOW A 4" SPHERE TO PASS TROUGH PER SECTION 1013 OF THE FLORIDA BUILDING CODE/ LATEST EDITION. COLOR, DESIGN AND MATERIAL TO BE APPROVED BY THE ARCHITECT. REFER TO ELEVATIONS AND SECTIONS. 27. ALL SHOWER / TUB SURROUNDING AREAS WITH ENCLOSURES MUST BE TEMPERED GLASS. 28. CONTRACTOR TO VERIFY SIZE, LOCATION AND SPECIFICATIONS OF ALL EQUIPMENT BEFORE INSTALLATION.

B A

15' - 8"

A EQ.

20. CUSTOM BUILT-INS ARE BY OTHERS - VERIFY DIMENSIONS PRIOR TO FABRICATION.

SEAL MAYER S. ABBO, ARCHITECT

22. CONTRACTOR TO VERIFY FLOOR FINISH MATERIAL ON STAIR AND FLOOR LEVELS PRIOR TO FABRICATION TO ALLOW EQUAL TREAD HEIGHT BETWEEN FLOORS.

3 8"

19. FOR PARTIAL HEIGHT WALLS - SEE SECTIONS AND INTERIOR ELEVATIONS FOR WALL HEIGHTS.

STAIR 2

17. BUILT-IN CABINETS BY OTHERS, VERIFY ALL DIMENSIONS PRIOR TO FABRICATION. 18. INSTALLATION OF ALL FINISHES SHALL COMPLY WITH THE APPLICABLE PROVISIONS OF CHAPTER 7 AND CHAPTER 25 OF THE FLORIDA BUILDING CODE LATEST EDITION.

02A

14' - 2"

5' - 5 3/8"

TWO BEDROOM 224

NOTE 4

02A

NOTE 4

DOUBLE QUEEN 216

NOTE 4 NOTE 1

01 02A

NOTE 1

8' - 5 1/8"

6' - 0"

OFD EQ.

A 01A

5' - 10 7/8" 4' - 10 7/8"

02A

01A 7' - 6 1/2"

STORAGE ROOM

9' - 9 1/8"

6' - 0"

1 A1103

16. MAINTAIN MIN. 1 HR. RATING AT ALL ELECTRICAL PANEL LOCATIONS.

6' - 0"

06 03

10 06

13. SEE FOUNDATION PLAN FOR SLAB ELEVATIONS, STEPS, SLOPES, COLUMNS, FILLED CELLS, ETC.. - SEE FRAMING PLAN FOR BEARING HEIGHTS.

15. ALL BEARING PARTITIONS ARE TO BE MIN. 1 HR. RATED FIRE CONSTRUCTION OR MIN. REQUIRED BY CODE.

06 03

ACCESSIBLE DOUBLE QUEEN 214

STUDIO 212

4' - 6 1/4" 4' - 3 7/8"

14' - 2"

ACCESSIBLE TWO BEDROOM 223

02A

11' - 3 7/8"

ROLL IN SHOWER, DEPRESS FLOOR SLAB 2"

02A

NOTE 18

9' - 1 1/2"

01A

HOUSE KEEPING

6' - 0"

12. REFER TO CIVIL ENGINEERING PLANS FOR LOWEST TOP OF SLAB ELEVATION (FINISH FLOOR).

14. PROVIDE DENSGLASS BACKER BOARD IN LIEU OF GYPSUM WALLBOARD IN WALL SURFACES TO RECEIVE TILE IN BATHS AND WET AREAS.

ACCESSIBLE ONE BEDROOM 221

STUDIO 219

02A

5' - 9 3/4"

9' - 1 5/8"

15' - 8"

02A 06

6' - 6 1/2"

5' - 11 1/2"

10' - 2"

STUDIO 217

4' - 3 1/2"

2 A700

6' - 0"

61' - 5 3/4"

CORRIDOR

STUDIO 208

7' - 7 3/4"

NOTE 1

02A

STUDIO 206

5' - 0 1/4"

1 A905

2 A908

NOTE 20, TYP.

16' - 3"

02A

8' - 0 1/4"

RD 4' - 0"

STUDIO 215

A 4' - 0"

1 A900 A

02A

NOTE 15

1' - 4"

2' - 1 7/8"

1/4" / 12"

2' - 8 1/2"

7 3/8"

7 1/4" 5' - 6"

4' - 0" NOTE 20, TYP.

OFD

14' - 2"

UNENCLOSED ELEVATOR LOBBY

OFD

1/4" / 12"

10. ALL CEILING HEIGHTS ARE CALCULATED FROM T.O. CONC. SLAB ELEVATIONS AT EACH ROOM LOCATION- SEE STRUCTURAL PLANS FOR SLAB ELEVATIONS.

4651 SHERIDAN ST. SUITE 460 HOLLYWOOD FLORIDA, 33021 VOICE: 954.392.8788 FAX: 954.392.8748

11. FLOORS TO SLOPE TO DRAIN (1:48 MAX) IN ALL ROOMS WITH FLOOR DRAINS. FLOOR DRAINS TO BE LOCATED IN ALL WET AREAS.

14' - 2"

5' - 10 7/8"

02A

STUDIO 204

STAIR 1

1/4" / 12"

4' - 0"

15' - 0 3/8" 7' - 3 5/8"

9' - 1 1/2"

9. SEE REFLECTED CEILING PLANS FOR LOCATION OF DRYWALL SOFFITS.

2' - 9 1/4" 6' - 0"

2' - 0"

6' - 6 1/2"

4' - 0"

8' - 6 1/2"

10' - 3"

6' - 6 1/2"

9' - 9 1/8"

6' - 0"

33' - 1 3/4"

9' - 9 1/8"

4' - 0"

6' - 0"

9' - 1 5/8"

8' - 8 1/4"

14' - 2"

9' - 10 1/4"

6' - 6 3/8"

8' - 4"

5' - 5 3/8"

NOTE 4

6' - 0"

LINEN

10' - 4 5/8"

4' - 3 1/4" 5' - 9 3/4" 9' - 1 1/2"

7' - 10"

STUDIO 213

02A

6' - 0"

AA 26002234

29. ALL AREAS WITH CHEMICALS SHALL HAVE AN EYE WASH STATION. 30. ALL WALLS IN BATH AREAS SHALL BE MOISTURE RESISTANT GYPSUM BOARD. CEILING AT BATH SHALL BE EXTERIOR RATED GYPSUM BOARD.

4' - 0"

9' - 8"

31' - 3 5/8"

4' - 0"

9' - 8"

30' - 8"

4' - 0"

FLOOR PLAN KEY NOTES

247' - 11 5/8"

NOTE 1: PLASTIC CORNER GUARD - (PROVIDE AT ALL OUTSIDE CORNERS)

3 A800

NOTE 2: ICE MACHINE. PROVIDE INSULATED FLOOR DRAIN CENTERED UNDER ICE MACHINE WITH 1:48 MAX SLOPE TO DRAIN.

A601

Homestead Florida

1/4" / 12"

ELEVATORS

01A

9' - 8"

Sim

1 A1103

5' - 6"

12' - 3 7/8"

2' - 8"

16' - 5 1/4" 6' - 10 7/8"

6' - 0"

4' - 0"

VPE Hotel North

OFD

1/4" / 12"

02A

10' - 3 5/8"

9' - 8"

23 02A

02A

6' - 0"

7' - 10"

STUDIO 209

TWO BEDROOM 202

9' - 8"

2' - 8"

STUDIO 207

17' - 1 5/8"

5' - 5 1/4"

ACCESSIBLE STUDIO 205

3' - 11" 4' - 6 1/8" 5' - 7 5/8"

6' - 0"

31' - 3 5/8"

8. PROVIDE FIRE RATED WOOD BLOCKING IN WALLS @ ALL CABINETRY, COUNTER TOPS, SHELVING LOCATIONS & TOILET ACCESSORIES, AS REQUIRED.

2' - 0"

NOTE 4

STORAGE ROOM

2' - 8"

5' - 1 7/8" 4' - 6 1/4"

10' - 1"

4' - 7"

5' - 10 7/8"

2' - 6"

01 NOTE 1

NOTE 3: 18" CONCRETE PAD. SEE STRUCT NOTE 4: FURR OUT WALL AS REQUIRED FOR PLUMBING TYP.

NOTE 5: KEY CARD ACCESS - PROVIDE DOOR CHIME TO FRONT DESK, CHIME TO STAY ON UNTIL DOOR IS CLOSED.

A800

NOTE 6: 4" CONCRETE PAD NOTE 7: UTILITY SINK & EMERGENCY EYE WASH NOTE 8: FLOOR DRAIN - SEE PLUMBING NOTE 9: LINT TRAP SEE ENGINEERING FOR DETAIL

Revision Schedule No.

Description

Date

NOTE 10: HANDICAP ACCESSIBLE BABY CHANGING STATION NOTE 11: WASHER DISCHARGE TRENCH DRAIN.

4 A800

NOTE 12: CONC. COLUMN OR CMU BLOCK W/ STUCCO FINISH SEE STRUCTURAL PLANS. NOTE 13: MOP SINK NOTE 14: STEEL COLUMN - SEE STRUCTURAL PLANS. PRE-MANUFACTURED COLUMN COVER WHERE SHOWN IN PLAN. NOTE 15: 3,000 LBS CAPACITY OILDRAULIC ELEVATOR. MODEL- SEVILLE 30 CONVENTIONAL LH THYSSEN KRUPP OR APPROVED EQUAL. SEE SHOP DRAWINGS FOR ELEVATOR SPECS AND DETAILS.

SECOND FLOOR PLAN 3/32" = 1'-0"

22 GUEST ROOMS

NOTE 16: 4'-0" HIGH PAINT GRADE WELDED ALUMINUM PICKET FENCE OR APPROVED EQUAL WITH 2" x 2" POSTS AND 3/4" x 3/4" WIDE PICKETS. NO OPENINGS TO ALLOW 4" SPHERE TO PASS THROUGH PER FLORIDA BUILDING CODE/ LATEST EDITION/ APPLICABLE SECTION. COLOR AND DESIGN TO BE APPROVED BY ARCHITECT. REFER TO SHOP DRAWINGS FOR SPECS AND INSTALLATION. NOTE 17: SELF CLOSING / SELF LATCHING HANDICAP ACCESSIBLE ALUMINUM GATE PER FLORIDA BUILDING CODE - LATEST EDITION TO MATCH ALUMINUM PICKET FENCE. SHALL PROVIDE HANDICAP ACCESSIBLE REACH RANGE. NO PINCHING, TWISTING AND TURNING MOVEMENTS ALLOWED.

Second Floor Plan

Client Name Project number Date

11-14-14

Project Status

Permit Submittal Checker

Checked by

NOTE 23: ATM SHALL BE HANDICAP ACCESSIBLE.

A201 Scale

3/32" = 1'-0"

8/7/2015 10:27:29 AM

6' - 0"

16' - 3"

11' - 3 5/8"

6' - 0"

5' - 5 3/8"

03 14' - 2"

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

02A

TWO BEDROOM 201

NOTE 1

6' - 0"

7' - 10"

2 A703

3' - 0"

ONE BEDROOM 203 02A

10' - 3"

33' - 1 5/8"

6' - 0"

16' - 3"

A502

9' - 8"

02A

6' - 0"

4' - 0"

5' - 8"

14' - 2"

5' - 1 7/8" 4' - 6 1/4"

30' - 8"

4' - 0"

2 A901

6' - 0"

2' - 8 1/4"

1 A904 A

9' - 8"

5' - 6"

6' - 0"

88' - 4 3/8"

7' - 1 1/2"

2' - 8 1/4"

1 A906

5' - 1 7/8"

9' - 8"

13' - 9 1/8"

6' - 0"

31' - 4"

16' - 8"

2' - 5 3/4"

8' - 4"

15' - 8"

7 1/4" 6 3/4"

6' - 0"

15' - 8"

1' - 4"

4' - 0"

15' - 8"

11' - 11 1/4"

6' - 0"

31' - 11 5/8"

15' - 8"

5' - 0"

11' - 3 3/4"

15' - 8"

R 76' - 3 7/8"

6' - 0"

25' - 8 3/8"

15' - 8"

1' - 4"

4' - 0"

15' - 8"

5' - 6"

4' - 0"

15' - 8"

6' - 0"

31' - 3 5/8"

16' - 8"

8 3/8"

4' - 0"

9' - 8"

1' - 4"

30' - 8"

1' - 4"

4' - 0"

7. ALL CONCRETE BLOCK (CMU) TO BE 8" U.O.N.

A501

A600

A601

A500

A501

4. STAIR PLAN AND SECTIONS SEE SHEETS: A701 - A702

A502

5. DOOR AND WINDOW INFORMATION SEE SHEET: A801 - A804 6. ENLARGED GUEST ROOM PLANS SEE SHEETS: A513 THRU A524 7. ALL CONCRETE BLOCK (CMU) TO BE 8" U.O.N.

247' - 11 5/8" 15' - 8"

15' - 8"

3 A703 6' - 0"

3' - 0"

6' - 0"

8' - 4"

6' - 0"

4' - 0"

6' - 0"

8' - 6 1/2"

2' - 9 1/4" 6' - 0"

2' - 4"

12' - 8 3/8"

3 A700

10' - 10 7/8"

12' - 0 5/8"

2' - 1 7/8"

4' - 0"

14' - 2"

9' - 1 5/8"

9' - 10 1/4"

4' - 0"

9' - 8" 9' - 8"

4' - 0"

30' - 8"

9' - 8"

5' - 0 1/4"

6' - 0"

10' - 2"

6' - 0"

9' - 8"

6' - 0"

4' - 6 1/4" 5' - 2 1/4"

47' - 4 3/8" 16' - 8"

6' - 0"

15' - 8"

9' - 9 1/4"

5' - 10 3/4"

22' - 0 7/8"

7' - 6 3/8"

9' - 1 5/8"

7' - 4"

3' - 5"

2' - 8"

5' - 5 3/8"

8' - 5 1/8"

TWO BEDROOM 324 02A

UP DN

DOUBLE QUEEN 318

27. ALL SHOWER / TUB SURROUNDING AREAS WITH ENCLOSURES MUST BE TEMPERED GLASS.

/8" 2' - 11 3

21. ALL STAIR CONSTRUCTION AND COMPONENTS TO BE BUILT ACCORDING TO SECTION 1009 OF THE FLORIDA BUILDING CODE/ LATEST EDITION.

24. TUB AND SHOWER VALVES SHALL BE ANTI SCALD WITH INTEGRAL STOPS.

20. CUSTOM BUILT-INS ARE BY OTHERS - VERIFY DIMENSIONS PRIOR TO FABRICATION.

SEAL MAYER S. ABBO, ARCHITECT

23. PLUMBING FIXTURES SHALL COMPLY WITH ALL APPLICABLE SECTIONS OF THE FLORIDA BUILDING CODE (PLUMBING) LATEST EDITION.

STAIR 2

17. BUILT-IN CABINETS BY OTHERS, VERIFY ALL DIMENSIONS PRIOR TO FABRICATION.

22. CONTRACTOR TO VERIFY FLOOR FINISH MATERIAL ON STAIR AND FLOOR LEVELS PRIOR TO FABRICATION TO ALLOW EQUAL TREAD HEIGHT BETWEEN FLOORS.

02A

STUDIO 322

13. SEE FOUNDATION PLAN FOR SLAB ELEVATIONS, STEPS, SLOPES, COLUMNS, FILLED CELLS, ETC.. - SEE FRAMING PLAN FOR BEARING HEIGHTS.

19. FOR PARTIAL HEIGHT WALLS - SEE SECTIONS AND INTERIOR ELEVATIONS FOR WALL HEIGHTS.

NOTE 1

NOTE 4

02A

NOTE 1

12. REFER TO CIVIL ENGINEERING PLANS FOR LOWEST TOP OF SLAB ELEVATION (FINISH FLOOR).

18. INSTALLATION OF ALL FINISHES SHALL COMPLY WITH THE APPLICABLE PROVISIONS OF CHAPTER 7 AND CHAPTER 25 OF THE FLORIDA BUILDING CODE LATEST EDITION.

02A

28. CONTRACTOR TO VERIFY SIZE, LOCATION AND SPECIFICATIONS OF ALL EQUIPMENT BEFORE INSTALLATION. 29. ALL AREAS WITH CHEMICALS SHALL HAVE AN EYE WASH STATION. 30. ALL WALLS IN BATH AREAS SHALL BE MOISTURE RESISTANT GYPSUM BOARD. CEILING AT BATH SHALL BE EXTERIOR RATED GYPSUM BOARD.

3 A701

EQ. 16' - 3 5/8"

15' - 8"

2' - 11 5/8"

STUDIO 320

6' - 0"

11' - 4 1/4"

4' - 6 1/8" 3' - 11"

NOTE 4

DOUBLE QUEEN 316

TWO BEDROOM 323

01 02A

NOTE 4 TYP.

11' - 4 7/8"

4' - 3 1/4" 4' - 6 1/4"

47' - 7 5/8"

15' - 8"

5' - 10 3/4" 4' - 10 7/8"

4' - 3 1/2"

1' - 4" 4' - 5 7/8" 4' - 3 7/8"

9' - 9 1/4"

6' - 0"

15' - 8"

10' - 8 1/4"

NOTE 18

EQ. 6' - 0"

9' - 1 5/8"

9' - 4"

02A

8' - 6 1/2"

STORAGE ROOM

ACCESSIBLE DOUBLE QUEEN 314

STUDIO 312

6' - 6 3/8"

5' - 11 1/2"

31' - 3 5/8"

5' - 10 3/4"

4' - 0"

11' - 3 3/4"

ROLL IN SHOWER, DEPRESS FLOOR SLAB 2"

02A

9' - 9 1/4"

01A

HOUSE KEEPING

11. FLOORS TO SLOPE TO DRAIN (1:48 MAX) IN ALL ROOMS WITH FLOOR DRAINS. FLOOR DRAINS TO BE LOCATED IN ALL WET AREAS.

16. MAINTAIN MIN. 1 HR. RATING AT ALL ELECTRICAL PANEL LOCATIONS.

14' - 2"

2' - 0"

6' - 6 3/8"

9' - 1 5/8"

5' - 9 3/4"

9' - 1"

NOTE 1

6' - 6 3/8"

02A

1 A907

10' - 3"

CORRIDOR

ELECTRICAL STAIR 1

NOTE 20, TYP.

STUDIO 308

02A

7' - 7 3/4"

NOTE 1

02A

STUDIO 306

15' - 0 3/8"

06 02A

02A

2' - 8"

8' - 0 1/4"

02A

4651 SHERIDAN ST. SUITE 460 HOLLYWOOD FLORIDA, 33021 VOICE: 954.392.8788 FAX: 954.392.8748

15. ALL BEARING PARTITIONS ARE TO BE MIN. 1 HR. RATED FIRE CONSTRUCTION OR MIN. REQUIRED BY CODE.

12' - 4"

6' - 6 3/8"

5' - 10 3/4"

AA 26002234

14. PROVIDE DENSGLASS BACKER BOARD IN LIEU OF GYPSUM WALLBOARD IN WALL SURFACES TO RECEIVE TILE IN BATHS AND WET AREAS.

4' - 0"

9' - 9 1/4"

9' - 1 5/8"

NOTE 4 TYP.

STUDIO 304

6' - 6 3/8"

02A UP

9' - 9 1/4"

NOTE 4 TYP.

ONE BEDROOM 321

2' - 5 3/4"

NOTE 20, TYP.

STUDIO 319

7' - 1 1/2"

9' - 1 5/8"

STUDIO 317

1' - 4"

6' - 6 3/8"

STUDIO 315

02A

R 76' - 3 7/8"

9' - 1 5/8"

4' - 0"

02A

NOTE 15

5' - 6"

6' - 10 3/4"

9' - 1 5/8"

4' - 0"

UNENCLOSED ELEVATOR LOBBY

6' - 0"

7' - 4"

6' - 6 3/8"

10' - 4 5/8"

2' - 11 5/8"

17' - 5 1/4"

12' - 3 7/8"

2' - 8"

4' - 3 1/2"

6' - 0" 2' - 9 1/8"

7' - 10"

02A

01 7 3/4" 11' - 6"

02A

4' - 0"

6' - 0"

2 A904

STUDIO 313

7' - 3 5/8"

02A

4' - 0"

9' - 8"

STUDIO 309

ELEVATORS

02A

5' - 6"

2' - 8"

TWO BEDROOM 302

6' - 0"

9' - 8"

10. ALL CEILING HEIGHTS ARE CALCULATED FROM T.O. CONC. SLAB ELEVATIONS AT EACH ROOM LOCATION- SEE STRUCTURAL PLANS FOR SLAB ELEVATIONS.

2' - 0"

A A

NOTE 4

STORAGE ROOM

10' - 3"

6' - 0"

5' - 1 7/8" 4' - 6 1/4"

6' - 0"

15' - 8"

10' - 2"

6' - 0"

5' - 0 1/4"

31' - 8 3/8"

15' - 8"

16' - 8"

9' - 8"

4' - 0"

6' - 0"

8' - 6 1/2"

2' - 9 1/4" 6' - 0"

4' - 0"

9' - 8"

31' - 3 5/8"

4' - 0"

9' - 8"

30' - 8"

4' - 0"

FLOOR PLAN KEY NOTES

247' - 11 5/8"

NOTE 1: PLASTIC CORNER GUARD - (PROVIDE AT ALL OUTSIDE CORNERS)

NOTE 2: ICE MACHINE. PROVIDE INSULATED FLOOR DRAIN CENTERED UNDER ICE MACHINE WITH 1:48 MAX SLOPE TO DRAIN.

A601

NOTE 3: 18" CONCRETE PAD. SEE STRUCT

NOTE 4: FURR OUT WALL AS REQUIRED FOR PLUMBING TYP. NOTE 5: KEY CARD ACCESS - PROVIDE DOOR CHIME TO FRONT DESK, CHIME TO STAY ON UNTIL DOOR IS CLOSED. NOTE 6: 4" CONCRETE PAD NOTE 7: UTILITY SINK & EMERGENCY EYE WASH

THIRD FLOOR PLAN 3/32" = 1'-0"

22 GUEST ROOMS

NOTE 8: FLOOR DRAIN - SEE PLUMBING NOTE 9: LINT TRAP SEE ENGINEERING FOR DETAIL

Revision Schedule No.

Description

Date

NOTE 10: HANDICAP ACCESSIBLE BABY CHANGING STATION NOTE 11: WASHER DISCHARGE TRENCH DRAIN. NOTE 12: CONC. COLUMN OR CMU BLOCK W/ STUCCO FINISH SEE STRUCTURAL PLANS. NOTE 13: MOP SINK NOTE 14: STEEL COLUMN - SEE STRUCTURAL PLANS. PRE-MANUFACTURED COLUMN COVER WHERE SHOWN IN PLAN. NOTE 15: 3,000 LBS CAPACITY OILDRAULIC ELEVATOR. MODEL- SEVILLE 30 CONVENTIONAL LH THYSSEN KRUPP OR APPROVED EQUAL. SEE SHOP DRAWINGS FOR ELEVATOR SPECS AND DETAILS. NOTE 16: 4'-0" HIGH PAINT GRADE WELDED ALUMINUM PICKET FENCE OR APPROVED EQUAL WITH 2" x 2" POSTS AND 3/4" x 3/4" WIDE PICKETS. NO OPENINGS TO ALLOW 4" SPHERE TO PASS THROUGH PER FLORIDA BUILDING CODE/ LATEST EDITION/ APPLICABLE SECTION. COLOR AND DESIGN TO BE APPROVED BY ARCHITECT. REFER TO SHOP DRAWINGS FOR SPECS AND INSTALLATION. NOTE 17: SELF CLOSING / SELF LATCHING HANDICAP ACCESSIBLE ALUMINUM GATE PER FLORIDA BUILDING CODE - LATEST EDITION TO MATCH ALUMINUM PICKET FENCE. SHALL PROVIDE HANDICAP ACCESSIBLE REACH RANGE. NO PINCHING, TWISTING AND TURNING MOVEMENTS ALLOWED.

Third Floor Plan

Client Name Project number Date

11-14-14

Project Status

Permit Submittal Checker

Checked by

NOTE 23: ATM SHALL BE HANDICAP ACCESSIBLE.

A202 Scale

3/32" = 1'-0"

8/7/2015 10:27:33 AM

33' - 1 5/8"

5' - 5 1/4"

6' - 0"

16' - 3"

STUDIO 307

6' - 0"

5' - 5 3/8" 6' - 0"

TWO BEDROOM 301

6' - 0"

4' - 0"

2' - 8 1/4"

NOTE 18

STUDIO 305

02A

NOTE 1

ONE BEDROOM 303

3' - 11" 4' - 6 1/8" 5' - 7 5/8" 4' - 3 1/4"

9' - 8"

LINEN

02A

6' - 0"

31' - 3 5/8"

2' - 6" 3' - 0"

5' - 1 7/8" 4' - 6 1/4"

88' - 4 3/8"

14' - 2"

OFD

9' - 8"

7' - 10"

16' - 3"

1/4" / 12"

6' - 0"

8. PROVIDE FIRE RATED WOOD BLOCKING IN WALLS @ ALL CABINETRY, COUNTER TOPS, SHELVING LOCATIONS & TOILET ACCESSORIES, AS REQUIRED.

4' - 0"

61' - 5 3/4"

5' - 1 7/8" 4' - 6 1/4"

30' - 8"

16' - 3"

6' - 0"

9' - 8"

14' - 2"

4' - 6 1/4" 5' - 1 7/8"

16' - 8"

2' - 0"

6' - 0"

14' - 2"

14' - 2" 16' - 3" 61' - 5 5/8"

7' - 10"

2' - 6"

NOTE 1

14' - 2"

6' - 0"

8' - 4"

15' - 8"

33' - 1 3/4"

6' - 0"

7' - 10"

31' - 4"

1' - 4"

4' - 0"

15' - 8"

9. SEE REFLECTED CEILING PLANS FOR LOCATION OF DRYWALL SOFFITS.

5' - 0"

6' - 0"

16' - 3 5/8"

02A

A502

8' - 6 1/2"

6' - 0" 2' - 9 1/8"

2' - 0"

4' - 0"

41' - 4 3/8"

1' - 4"

4' - 0"

2' - 8 1/4"

8 3/8"

31' - 3 5/8"

4' - 7"

4' - 0"

15' - 8"

Homestead Florida

15' - 8"

VPE Hotel North

15' - 8"

6' - 0"

15' - 8"

6' - 0"

16' - 8"

5' - 5 3/8"

9' - 8"

5' - 8"

30' - 8"

11' - 11 1/4"

4' - 0"

A501

A600

A601

A500

A501

3. REFLECTED CEILING PLANS SEE SHEETS: A209 -A214

4. STAIR PLAN AND SECTIONS SEE SHEETS: A701 - A702

A502

5. DOOR AND WINDOW INFORMATION SEE SHEET: A801 - A804 6. ENLARGED GUEST ROOM PLANS SEE SHEETS: A513 THRU A524 7. ALL CONCRETE BLOCK (CMU) TO BE 8" U.O.N.

247' - 11 5/8" 15' - 8"

15' - 8"

4 A703 5' - 1 7/8" 4' - 6 1/4" 2' - 6"

6' - 0"

7' - 10"

6' - 0"

8' - 4"

6' - 0"

4' - 0"

6' - 0"

8' - 6 1/2"

2' - 9 1/4" 6' - 0"

NOTE 20, TYP.

STUDIO 404

NOTE 1

CORRIDOR 12' - 8 3/8"

6' - 6 3/8"

2' - 0" 14' - 2"

ONE BEDROOM 421

02A

4' - 6 7/8"

9' - 1 5/8"

9' - 9 1/4"

11' - 1 1/4"

11' - 4 7/8"

STORAGE ROOM

01 08

06 02A

9' - 1 5/8" 10' - 9 1/4"

5' - 10 3/4" 4' - 10 7/8"

15' - 11 1/4"

9' - 9 1/4"

5' - 10 3/4"

9' - 1 5/8"

7' - 6 3/8"

7' - 4"

2' - 11 5/8"

NOTE 4

STUDIO 420

STUDIO 422

TWO BEDROOM 424

6' - 0"

A EQ. 4' - 0"

4' - 0"

6' - 0" 2' - 9 1/8"

8' - 6 1/2"

6' - 0"

4' - 0"

9' - 8"

4' - 0"

31' - 3 5/8"

9' - 8"

4' - 0"

30' - 8"

9' - 8"

5' - 0 1/4"

6' - 0"

10' - 2"

6' - 0"

9' - 8"

6' - 0"

4' - 6 1/4" 5' - 2 1/4"

47' - 4 3/8" 16' - 8"

6' - 0"

4' - 5 7/8" 4' - 3 7/8"

11' - 4 1/4"

15' - 8"

/8" 2' - 11 3

EQ.

11' - 4 7/8"

15' - 8"

20. CUSTOM BUILT-INS ARE BY OTHERS - VERIFY DIMENSIONS PRIOR TO FABRICATION. 21. ALL STAIR CONSTRUCTION AND COMPONENTS TO BE BUILT ACCORDING TO SECTION 1009 OF THE FLORIDA BUILDING CODE/ LATEST EDITION.

H 14' - 2"

2' - 0"

B A

4 A701

24. TUB AND SHOWER VALVES SHALL BE ANTI SCALD WITH INTEGRAL STOPS. 25. ALL EGRESS COMPONENTS INCLUDING BUT NOT LIMITED TO DOORS, WINDOWS, STAIRWAYS, HANDRAILS, GUARDRAILS AND COMPONENTS THERE OF: SHALL COMPLY WITH ALL APPLICABLE RULES AND REGULATIONS OF CHAPTER 10 (MEANS OF EGRESS) OF THE FLA. BLDG. CODE. 26. ALL GUARDRAILS SHALL BE MIN. 42" HIGH. NO OPENINGS TO ALLOW A 4" SPHERE TO PASS TROUGH PER SECTION 1013 OF THE FLORIDA BUILDING CODE/ LATEST EDITION. COLOR, DESIGN AND MATERIAL TO BE APPROVED BY THE ARCHITECT. REFER TO ELEVATIONS AND SECTIONS. 27. ALL SHOWER / TUB SURROUNDING AREAS WITH ENCLOSURES MUST BE TEMPERED GLASS. 28. CONTRACTOR TO VERIFY SIZE, LOCATION AND SPECIFICATIONS OF ALL EQUIPMENT BEFORE INSTALLATION.

30. ALL WALLS IN BATH AREAS SHALL BE MOISTURE RESISTANT GYPSUM BOARD. CEILING AT BATH SHALL BE EXTERIOR RATED GYPSUM BOARD.

A601 4' - 3 1/4" 4' - 6 1/4"

6' - 0"

5' - 1 7/8" 4' - 6 1/4"

6' - 0"

15' - 8"

17. BUILT-IN CABINETS BY OTHERS, VERIFY ALL DIMENSIONS PRIOR TO FABRICATION.

29. ALL AREAS WITH CHEMICALS SHALL HAVE AN EYE WASH STATION.

47' - 7 5/8"

15' - 8"

C A

16. MAINTAIN MIN. 1 HR. RATING AT ALL ELECTRICAL PANEL LOCATIONS.

23. PLUMBING FIXTURES SHALL COMPLY WITH ALL APPLICABLE SECTIONS OF THE FLORIDA BUILDING CODE (PLUMBING) LATEST EDITION.

16' - 3 5/8"

15' - 8"

13. SEE FOUNDATION PLAN FOR SLAB ELEVATIONS, STEPS, SLOPES, COLUMNS, FILLED CELLS, ETC.. - SEE FRAMING PLAN FOR BEARING HEIGHTS.

22. CONTRACTOR TO VERIFY FLOOR FINISH MATERIAL ON STAIR AND FLOOR LEVELS PRIOR TO FABRICATION TO ALLOW EQUAL TREAD HEIGHT BETWEEN FLOORS.

4' - 0"

NOTE 18

2' - 5 3/4"

HOUSE KEEPING

02A

7' - 1 1/2"

5' - 11 1/2"

DOUBLE QUEEN 418

1' - 4"

4 A700

9' - 1"

DOUBLE QUEEN 416

4' - 3 1/2"

DOUBLE QUEEN 414

STUDIO 412

1' - 4"

NOTE 20, TYP.

10' - 10 7/8"

12' - 0 5/8"

2' - 0"

4' - 0"

2' - 1 7/8"

12. REFER TO CIVIL ENGINEERING PLANS FOR LOWEST TOP OF SLAB ELEVATION (FINISH FLOOR).

18. INSTALLATION OF ALL FINISHES SHALL COMPLY WITH THE APPLICABLE PROVISIONS OF CHAPTER 7 AND CHAPTER 25 OF THE FLORIDA BUILDING CODE LATEST EDITION.

NOTE 1

02A

11. FLOORS TO SLOPE TO DRAIN (1:48 MAX) IN ALL ROOMS WITH FLOOR DRAINS. FLOOR DRAINS TO BE LOCATED IN ALL WET AREAS.

19. FOR PARTIAL HEIGHT WALLS - SEE SECTIONS AND INTERIOR ELEVATIONS FOR WALL HEIGHTS.

8' - 5 1/8"

STAIR 2

02A

NOTE 4

NOTE 1

01 02A

TWO BEDROOM 423

6' - 1 5/8" 4' - 6 1/8" 3' - 11"

02A

9' - 9 1/4"

08 02A

6' - 6 3/8"

9' - 2"

5' - 10 3/4"

02A

01 9' - 1 5/8"

14' - 2"

02A

MECH. ROOM

6' - 6 3/8"

STUDIO 408

02A

2' - 4"

STUDIO 419

7' - 7 3/4"

NOTE 1

02A

NOTE 15

STUDIO 417

4651 SHERIDAN ST. SUITE 460 HOLLYWOOD FLORIDA, 33021 VOICE: 954.392.8788 FAX: 954.392.8748

15. ALL BEARING PARTITIONS ARE TO BE MIN. 1 HR. RATED FIRE CONSTRUCTION OR MIN. REQUIRED BY CODE.

5' - 5 3/8"

STUDIO 415

02A

15' - 0 3/8"

02A

STUDIO 406

UNENCLOSED ELEVATOR LOBBY

8' - 0 1/4"

AA 26002234

14. PROVIDE DENSGLASS BACKER BOARD IN LIEU OF GYPSUM WALLBOARD IN WALL SURFACES TO RECEIVE TILE IN BATHS AND WET AREAS.

61' - 5 3/4"

6' - 6 3/8"

5' - 10 3/4"

06 02A

10' - 3"

9' - 9 1/4"

9' - 1 5/8"

02A

10. ALL CEILING HEIGHTS ARE CALCULATED FROM T.O. CONC. SLAB ELEVATIONS AT EACH ROOM LOCATION- SEE STRUCTURAL PLANS FOR SLAB ELEVATIONS.

4' - 0"

02A

2' - 8"

6' - 6 3/8"

4' - 0"

2' - 8"

9' - 1 5/8"

9' - 9 1/4"

9' - 8"

3' - 5"

6' - 6 3/8"

01 9' - 1 5/8"

ELEVATORS

NOTE 4

6' - 0"

R 76' - 3 7/8"

6' - 6 3/8"

STAIR 1

02A

4' - 3 1/2" 9' - 1 5/8"

02A

NOTE 18

5' - 6"

6' - 10 3/4"

TWO BEDROOM 402

3' - 0"

10' - 5 1/4"

7' - 4"

02A

7 3/4" 11' - 6"

9' - 8"

STUDIO 409

7' - 3"

12' - 3 7/8"

2' - 8"

2' - 11 5/8"

STUDIO 407

17' - 5 7/8"

5' - 5 1/4"

15' - 8"

10' - 2"

6' - 0"

5' - 0 1/4"

31' - 8 3/8"

15' - 8"

16' - 8"

9' - 8"

4' - 0"

6' - 0"

8' - 6 1/2"

2' - 9 1/4" 6' - 0"

9' - 8"

31' - 3 5/8"

9' - 8"

30' - 8"

4' - 0"

FLOOR PLAN KEY NOTES

247' - 11 5/8"

NOTE 1: PLASTIC CORNER GUARD - (PROVIDE AT ALL OUTSIDE CORNERS) NOTE 2: ICE MACHINE. PROVIDE INSULATED FLOOR DRAIN CENTERED UNDER ICE MACHINE WITH 1:48 MAX SLOPE TO DRAIN. NOTE 3: 18" CONCRETE PAD. SEE STRUCT NOTE 4: FURR OUT WALL AS REQUIRED FOR PLUMBING TYP.

NOTE 5: KEY CARD ACCESS - PROVIDE DOOR CHIME TO FRONT DESK, CHIME TO STAY ON UNTIL DOOR IS CLOSED. NOTE 6: 4" CONCRETE PAD NOTE 7: UTILITY SINK & EMERGENCY EYE WASH

FOURTH FLOOR PLAN

NOTE 8: FLOOR DRAIN - SEE PLUMBING

Revision Schedule

3/32" = 1'-0" NOTE 9: LINT TRAP SEE ENGINEERING FOR DETAIL

22 GUEST ROOMS

No.

Description

Date

Fourth Floor Plan

Client Name Project number Date

11-14-14

Project Status

Permit Submittal Checker

Checked by

NOTE 23: ATM SHALL BE HANDICAP ACCESSIBLE.

A203 Scale

3/32" = 1'-0"

8/7/2015 10:27:36 AM

6' - 0"

14' - 2"

STUDIO 413

5' - 6"

9' - 8"

3' - 11" 4' - 6 1/8" 5' - 7 5/8" 4' - 3 1/4"

STUDIO 405

02A

STORAGE ROOM

6' - 0"

9. SEE REFLECTED CEILING PLANS FOR LOCATION OF DRYWALL SOFFITS.

2' - 8 1/4"

2' - 8"

TWO BEDROOM 401

5' - 1 7/8" 4' - 6 1/4"

LINEN

02A

10' - 3"

33' - 1 5/8" 16' - 3"

6' - 0"

4' - 0"

16' - 3"

3' - 0"

6' - 0"

02A

NOTE 1

9' - 8"

8 3/8"

6' - 0"

88' - 4 3/8"

16' - 3"

4' - 7"

5' - 10 7/8"

ONE BEDROOM 403

5' - 5 3/8" 6' - 0"

16' - 3" 61' - 5 5/8"

NOTE 1

14' - 2"

6' - 0"

14' - 2"

4' - 6 1/4" 5' - 1 7/8" 2' - 6"

31' - 3 5/8"

8. PROVIDE FIRE RATED WOOD BLOCKING IN WALLS @ ALL CABINETRY, COUNTER TOPS, SHELVING LOCATIONS & TOILET ACCESSORIES, AS REQUIRED.

14' - 2"

6' - 0"

4' - 0"

6' - 0"

7' - 10"

30' - 8"

33' - 1 3/4"

6' - 0"

9' - 8"

12' - 4"

8' - 4"

16' - 8"

7' - 10"

5' - 0"

6' - 0"

15' - 8"

31' - 4"

6' - 0"

6' - 8 1/8"

02A

6' - 0"

A502

8' - 6 1/2"

6' - 0" 2' - 9 1/8"

2' - 0"

4' - 0"

16' - 3 5/8"

7' - 10"

15' - 8"

1' - 4"

4' - 0"

41' - 4 3/8"

3' - 10 5/8"

31' - 3 5/8"

1' - 4"

4' - 0"

15' - 8"

Homestead Florida

15' - 8"

VPE Hotel North

15' - 8"

6' - 0"

15' - 8"

5' - 5 3/8"

16' - 8"

5' - 8"

9' - 8"

11' - 11 1/4"

30' - 8"

1' - 4"

4' - 0"

A501

A600

A601

A500

3. REFLECTED CEILING PLANS SEE SHEETS: A209 -A214

4. STAIR PLAN AND SECTIONS SEE SHEETS: A701 - A702

A502

A501

5. DOOR AND WINDOW INFORMATION SEE SHEET: A801 - A804 6. ENLARGED GUEST ROOM PLANS SEE SHEETS: A513 THRU A524 7. ALL CONCRETE BLOCK (CMU) TO BE 8" U.O.N.

247' - 11 5/8"

6' - 0"

9' - 8"

4' - 0"

31' - 3 5/8"

9' - 8"

4' - 0"

30' - 8"

9' - 8"

5' - 0 1/4"

6' - 0"

NOTE 18

9' - 1"

9' - 1 5/8"

10' - 2"

6' - 0"

9' - 8"

6' - 0"

STUDIO 512

4' - 5 7/8" 4' - 3 7/8"

15' - 8"

10' - 9 1/4"

9' - 9 1/4"

5' - 10 3/4"

9' - 1 5/8"

7' - 6 3/8"

7' - 4"

2' - 11 5/8"

NOTE 4

STUDIO 520

STUDIO 522

TWO BEDROOM 524

DOUBLE QUEEN 514

DOUBLE QUEEN 516

EQ.

11' - 4 7/8"

16' - 3"

D C

20. CUSTOM BUILT-INS ARE BY OTHERS - VERIFY DIMENSIONS PRIOR TO FABRICATION.

5 A701

30. ALL WALLS IN BATH AREAS SHALL BE MOISTURE RESISTANT GYPSUM BOARD. CEILING AT BATH SHALL BE EXTERIOR RATED GYPSUM BOARD.

A601 4' - 3 1/4" 4' - 6 1/4"

6' - 0"

5' - 1 7/8" 4' - 6 1/4"

6' - 0"

15' - 8"

17. BUILT-IN CABINETS BY OTHERS, VERIFY ALL DIMENSIONS PRIOR TO FABRICATION.

21. ALL STAIR CONSTRUCTION AND COMPONENTS TO BE BUILT ACCORDING TO SECTION 1009 OF THE FLORIDA BUILDING CODE/ LATEST EDITION.

16. MAINTAIN MIN. 1 HR. RATING AT ALL ELECTRICAL PANEL LOCATIONS.

22. CONTRACTOR TO VERIFY FLOOR FINISH MATERIAL ON STAIR AND FLOOR LEVELS PRIOR TO FABRICATION TO ALLOW EQUAL TREAD HEIGHT BETWEEN FLOORS.

STAIR 2

13. SEE FOUNDATION PLAN FOR SLAB ELEVATIONS, STEPS, SLOPES, COLUMNS, FILLED CELLS, ETC.. - SEE FRAMING PLAN FOR BEARING HEIGHTS.

23. PLUMBING FIXTURES SHALL COMPLY WITH ALL APPLICABLE SECTIONS OF THE FLORIDA BUILDING CODE (PLUMBING) LATEST EDITION.

02A

DOUBLE QUEEN 518

/8" 2' - 11 3

02A

NOTE 1

02A

5' - 5 3/8"

8' - 5 1/8"

NOTE 4

12. REFER TO CIVIL ENGINEERING PLANS FOR LOWEST TOP OF SLAB ELEVATION (FINISH FLOOR).

19. FOR PARTIAL HEIGHT WALLS - SEE SECTIONS AND INTERIOR ELEVATIONS FOR WALL HEIGHTS.

11. FLOORS TO SLOPE TO DRAIN (1:48 MAX) IN ALL ROOMS WITH FLOOR DRAINS. FLOOR DRAINS TO BE LOCATED IN ALL WET AREAS.

18. INSTALLATION OF ALL FINISHES SHALL COMPLY WITH THE APPLICABLE PROVISIONS OF CHAPTER 7 AND CHAPTER 25 OF THE FLORIDA BUILDING CODE LATEST EDITION.

NOTE 1

01 02A

6' - 0"

6' - 1 5/8" 4' - 6 1/8" 3' - 11"

16' - 3 5/8"

15' - 8"

42 15' - 11 1/4"

02A

11' - 4 1/4"

5' - 10 3/4" 4' - 10 7/8"

TWO BEDROOM 523

2' - 8"

STORAGE ROOM

9' - 9 1/4"

47' - 7 5/8"

15' - 8"

9' - 1 5/8"

9' - 2"

6' - 0"

15' - 8"

6' - 6 3/8"

6' - 0"

47' - 4 3/8" 16' - 8"

11' - 4 7/8"

04 02A

5' - 10 3/4"

5' - 11 1/2"

6' - 0"

61' - 5 3/4"

11' - 1 1/4"

4' - 6 1/4" 5' - 2 1/4"

9' - 9 1/4"

02A

01 9' - 1 5/8"

02A

14' - 2"

14' - 2" 4' - 6 7/8"

2' - 11 5 /8

02A

16' - 3"

6' - 6 3/8"

BLDG PUBLIC SAFETY RADIO ENHANCMENT 15' - 0 3/8" SYSTEM ROOM

ONE BEDROOM 521

4651 SHERIDAN ST. SUITE 460 HOLLYWOOD FLORIDA, 33021 VOICE: 954.392.8788 FAX: 954.392.8748

15. ALL BEARING PARTITIONS ARE TO BE MIN. 1 HR. RATED FIRE CONSTRUCTION OR MIN. REQUIRED BY CODE.

10' - 3"

NOTE 1

AA 26002234

14. PROVIDE DENSGLASS BACKER BOARD IN LIEU OF GYPSUM WALLBOARD IN WALL SURFACES TO RECEIVE TILE IN BATHS AND WET AREAS.

2' - 0"

A 13 A1101

NOTE 20, TYP.

14' - 2"

ELECTRICAL

STUDIO 519

02A 06

6' - 6 3/8"

STUDIO 508

10. ALL CEILING HEIGHTS ARE CALCULATED FROM T.O. CONC. SLAB ELEVATIONS AT EACH ROOM LOCATION- SEE STRUCTURAL PLANS FOR SLAB ELEVATIONS.

4' - 0"

33' - 1 3/4"

12' - 8 3/8"

10' - 3 1/4"

4' - 0"

14' - 2"

STUDIO 506

02A

2' - 4"

STUDIO 517

NOTE 15

CORRIDOR

02A

12' - 0 5/8"

2' - 1 7/8"

4' - 0" 4' - 0"

7' - 7 3/4"

NOTE 1

06 02A

STUDIO 515

02A

EQ. 6' - 0"

2' - 9 1/4" 6' - 0"

02A

8' - 0 1/4"

A 8' - 6 1/2"

8' - 6 1/2"

15' - 0 3/8"

6' - 0" 2' - 9 1/8"

6' - 0"

2' - 8"

5' - 10 3/4"

4' - 0"

3' - 5"

6' - 6 3/8"

4' - 0"

6' - 0"

12' - 4"

9' - 9 1/4"

9' - 1 5/8"

14' - 2"

2' - 0"

NOTE 20, TYP.

8' - 4"

4' - 0"

6' - 6 3/8"

5 A700

6' - 0"

2' - 5 3/4"

9' - 1 5/8"

9' - 9 1/4"

02A

7' - 10"

7' - 1 1/2"

01 9' - 1 5/8"

STUDIO 504

STAIR 1

6' - 0"

4' - 3 1/2"

6' - 6 3/8"

1' - 4"

02A DN

9' - 8"

UNENCLOSED ELEVATOR LOBBY

ELEVATORS

02A

NOTE 4

02A

NOTE 18

10' - 5 1/4"

9' - 1 5/8"

6' - 6 3/8"

02A

4' - 3 1/2"

6' - 0"

2' - 0"

1' - 4"

6' - 10 3/4"

9' - 8"

9. SEE REFLECTED CEILING PLANS FOR LOCATION OF DRYWALL SOFFITS.

STUDIO 509

7' - 3"

12' - 3 7/8"

7' - 4"

TWO BEDROOM 502

5' - 5 1/4"

15' - 8"

10' - 2"

6' - 0"

5' - 0 1/4"

31' - 8 3/8"

15' - 8"

16' - 8"

9' - 8"

4' - 0"

6' - 0"

8' - 6 1/2"

2' - 9 1/4" 6' - 0"

4' - 0"

9' - 8"

31' - 3 5/8"

4' - 0"

9' - 8"

30' - 8"

4' - 0"

247' - 11 5/8"

FLOOR PLAN KEY NOTES NOTE 1: PLASTIC CORNER GUARD - (PROVIDE AT ALL OUTSIDE CORNERS) NOTE 2: ICE MACHINE. PROVIDE INSULATED FLOOR DRAIN CENTERED UNDER ICE MACHINE WITH 1:48 MAX SLOPE TO DRAIN. NOTE 3: 18" CONCRETE PAD. SEE STRUCT NOTE 4: FURR OUT WALL AS REQUIRED FOR PLUMBING TYP.

NOTE 5: KEY CARD ACCESS - PROVIDE DOOR CHIME TO FRONT DESK, CHIME TO STAY ON UNTIL DOOR IS CLOSED. NOTE 6: 4" CONCRETE PAD NOTE 7: UTILITY SINK & EMERGENCY EYE WASH NOTE 8: FLOOR DRAIN - SEE PLUMBING NOTE 9: LINT TRAP SEE ENGINEERING FOR DETAIL

FIFTH FLOOR PLAN

Revision Schedule No.

Description

Date

NOTE 10: HANDICAP ACCESSIBLE BABY CHANGING STATION 4

3/32" = 1'-0"

NOTE 11: WASHER DISCHARGE TRENCH DRAIN.

22 GUEST ROOMS

NOTE 12: CONC. COLUMN OR CMU BLOCK W/ STUCCO FINISH SEE STRUCTURAL PLANS.

Fire Department Comments

05-27-15

NOTE 13: MOP SINK NOTE 14: STEEL COLUMN - SEE STRUCTURAL PLANS. PRE-MANUFACTURED COLUMN COVER WHERE SHOWN IN PLAN. NOTE 15: 3,000 LBS CAPACITY OILDRAULIC ELEVATOR. MODEL- SEVILLE 30 CONVENTIONAL LH THYSSEN KRUPP OR APPROVED EQUAL. SEE SHOP DRAWINGS FOR ELEVATOR SPECS AND DETAILS. NOTE 16: 4'-0" HIGH PAINT GRADE WELDED ALUMINUM PICKET FENCE OR APPROVED EQUAL WITH 2" x 2" POSTS AND 3/4" x 3/4" WIDE PICKETS. NO OPENINGS TO ALLOW 4" SPHERE TO PASS THROUGH PER FLORIDA BUILDING CODE/ LATEST EDITION/ APPLICABLE SECTION. COLOR AND DESIGN TO BE APPROVED BY ARCHITECT. REFER TO SHOP DRAWINGS FOR SPECS AND INSTALLATION. NOTE 17: SELF CLOSING / SELF LATCHING HANDICAP ACCESSIBLE ALUMINUM GATE PER FLORIDA BUILDING CODE - LATEST EDITION TO MATCH ALUMINUM PICKET FENCE. SHALL PROVIDE HANDICAP ACCESSIBLE REACH RANGE. NO PINCHING, TWISTING AND TURNING MOVEMENTS ALLOWED.

Fifth Floor Plan

Client Name Project number Date

11-14-14

Project Status

Permit Submittal Checker

Checked by

NOTE 23: ATM SHALL BE HANDICAP ACCESSIBLE.

A204 Scale

3/32" = 1'-0"

8/7/2015 10:27:39 AM

6' - 0"

2' - 8"

STUDIO 507

01 7 5/8" 11' - 6"

6' - 0"

STUDIO 513

42 2' - 11 5/8"

9' - 8"

3' - 11" 4' - 6 1/8" 5' - 7 5/8" 4' - 3 3/8"

STUDIO 505

17' - 5 7/8"

3' - 0"

8 3/8"

6' - 0"

LINEN / H K

02A

STORAGE ROOM

4' - 0"

2' - 8 1/4"

2' - 8"

5' - 1 7/8" 4' - 6 1/4"

31' - 3 5/8"

8. PROVIDE FIRE RATED WOOD BLOCKING IN WALLS @ ALL CABINETRY, COUNTER TOPS, SHELVING LOCATIONS & TOILET ACCESSORIES, AS REQUIRED.

Homestead Florida

88' - 4 3/8"

9' - 8"

4' - 0"

6' - 0"

3' - 0"

6' - 0"

TWO BEDROOM 501

10' - 3"

33' - 1 5/8" 16' - 3"

6' - 0"

30' - 8"

VPE Hotel North

5' - 1 7/8" 4' - 6 1/4" 2' - 6"

9' - 8"

5' - 5 3/8"

6' - 0"

16' - 8"

7' - 10"

31' - 4"

4' - 7"

5' - 10 7/8"

5' - 6"

5' - 5 3/8" 6' - 0"

16' - 3" 61' - 5 5/8"

02A

NOTE 1

14' - 2"

4' - 6 1/4" 5' - 1 7/8" 2' - 6"

15' - 8"

5' - 8"

6' - 0"

7' - 10"

15' - 8"

11' - 11 1/4"

7' - 10"

ONE BEDROOM 503 02A

6' - 0"

NOTE 1

8' - 4"

15' - 8"

1' - 4"

6' - 0"

16' - 3 5/8"

14' - 2"

15' - 8"

5' - 0"

4' - 0"

15' - 8"

R 76' - 3 7/8"

15' - 8"

5' - 6"

6' - 0"

02A

A502

8' - 6 1/2"

6' - 0" 2' - 9 1/8"

41' - 4 3/8"

2' - 0"

4' - 0"

15' - 8"

5 A703

2' - 8 1/4"

31' - 3 5/8"

15' - 8"

6' - 0"

4' - 0"

16' - 8"

1' - 4"

4' - 0"

9' - 8"

1' - 4"

30' - 8"

3' - 10 5/8"

4' - 0"

ROOF PLAN GENERAL NOTES

A501

A600

A601

A500

A501

A502

1. ALL ROOF TOP EQUIPMENT, PLUMBING, VENTS, CONDENSING UNITS, EXHAUST FANS, BOILERS, FLUES ETC. ARE TO BE CONCEALED FROM VIEW BEHIND PARAPET WALLS. PARAPET WALLS SHALL EXTEND AT LEAST ONE FOOT ABOVE ALL ROOFTOP EQUIPMENT.

2. KEEP ROOF MOUNTED EQUIPMENT AWAY FROM PARAPETS TO REDUCE SIGHT VISIBILITY LINES. 3. OPENINGS IN ROOF SHALL BE CUT BY CONTRACTOR RESPONSIBLE FOR ROOF. MECHANICAL CONTRACTOR SHALL COORDINATE THE LOCATION OF ANY OPENINGS IN ROOF WITH ROOF CONTRACTOR. REFER TO ROOF DETAILS FOR TYPICAL MECHANICAL UNIT CURB DETAIL.

247' - 11 5/8"

18' - 6 1/2"

41' - 4 3/8"

15' - 8"

EF OFD

RDR-01 RD

3 3

4' - 0"

A1103

16' - 8 1/4"

12' - 0 5/8"

2' - 1 7/8"

Sim

1' - 4"

STAIR 2

A1103

Sim

3' - 0"

6 A701

4' - 7 5/8"

H RD

OFD

12' - 9 1/8"

4' - 0"

18' - 6 1/2"

9' - 8"

30' - 8"

47' - 4 3/8"

9' - 8"

16' - 8"

15' - 8"

47' - 4 3/8"

15' - 8"

15. TOP OF LIGHTWEIGHT CONCRETE AT ALL SCUPPER DRAIN LOCATIONS SHALL BE 4" MAXIMUM ABOVE LOW POINT OF ROOF.

47' - 7 5/8"

15' - 8"

13. LIGHTWEIGHT CONCRETE SHALL HAVE AN AVERAGE THICKNESS AS REQUIRED TO MAINTAIN A MINIMUM RESISTANCE FACTOR OF R20.

SEAL MAYER S. ABBO, ARCHITECT

A601

4' - 0"

11. ROOF VALLEY FLASHINGS SHALL BE CONSTRUCTED WITH NOT LESS THAN NO. 28 GALVANIZED SHEET GAUGE CORROSION-RESISTANT METAL AND SHALL EXTEND AT LEAST 11" FROM THE CENTER LINE EACH WAY AND SHALL HAVE THE FLOW LINE FORMED AS PART OF THE FLASHING. SECTIONS OF FLASHING SHALL HAVE AN END LAP OF NOT LESS THAN 4". ALL FLASHING TO BE INSTALLED PER SECTION 1503 OF THE FLORIDA BUILDING CODE/ LATEST EDITION.

16. SEE MEP DRAWINGS FOR ALL ROOFTOP EQUIPMENT LOCATIONS.

OFD

9. BACK PAINT FLASHINGS WITH BITUMINOUS PAINT, WHERE EXPECTED TO BE IN CONTACT WITH CEMENTITIOUS MATERIALS OR DISSIMILAR METAL TYP.

14. SEE MECHANICAL DRAWINGS FOR ALL ROOF MOUNTED EQUIPMENT DETAILS.

4651 SHERIDAN ST. SUITE 460 HOLLYWOOD FLORIDA, 33021 VOICE: 954.392.8788 FAX: 954.392.8748

8. PROVIDE 2" CONDUIT FROM SERVER ROOM TO ROOF FOR H.I.B.S. SATELLITE DISH ON SEPARATE CIRCUIT.

12. PROVIDE SEALANT AND CAULKING MEETING APPLICABLE SPECIFICATIONS AS REQUIRED TO PROVIDE A POSITIVE BARRIER AGAINST MOISTURE AND PASSAGE OF AIR.

A1103

Sim

1' - 4"

5' - 0"

A1103

4' - 0"

6' - 7" 3

4' - 0"

16' - 8 1/4"

7' - 7 5/8"

RD 9' - 9 1/2"

OFD

Sim

LANDING AT ROOF ACCESS DOOR

6' - 7"

3' - 0"

A1103

5' - 0"

Sim

23' - 4 5/8"

AA 26002234

10. PROVIDE AND INSTALL FLASHING AT ALL ROOF TO WALL CONNECTIONS PROJECTIONS OF WOOD BEAMS THROUGH EXTERIOR WALLS, EXTERIOR OPENINGS, AND ELSEWHERE AS REQUIRED TO PROVIDE WATERTIGHT / WEATHERPROOF PERFORMANCE. FLASHING AND SHEET METAL SHALL BE INSTALLED PER SECTION 1503 OF THE FLORIDA BUILDING CODE/ LATEST EDITION.

4' - 0"

2 14' - 2"

EF OFD

2' - 5 3/4"

A1103

2' - 0"

19' - 6 7/8"

16' - 3"

4' - 7 5/8"

3' - 0"

8' - 0 1/4"

Sim

61' - 5 3/4"

14' - 2"

5' - 8"

6. OPENINGS IN ROOF SHALL BE CUT BY CONTRACTOR RESPONSIBLE FOR ROOF. ELECTRICAL CONTRACTOR SHALL COORDINATE THE LOCATION OF ANY OPENINGS IN ROOF WITH ROOF CONTRACTOR.

2' - 0"

OFD

OAU

16' - 3"

5. VERIFY FLUE LOCATIONS ON MECHANICAL DRAWINGS. THE MECHANICAL CONTRACTOR SHALL COORDINATE ANY ROOF PENETRATIONS WITH ROOFING CONTRACTOR. REFER TO MEP PLANS FOR TYPICAL FLUE DETAIL.

7. THE ROOF CONTRACTOR SHALL PROTECT ALL ROOF DRAINS, SCUPPERS, AND DOWNSPOUTS FROM DEBRIS CREATED DURING CONTRUCTION. THE ROOF CONTRACTOR SHALL INSPECT AND CLEAR ALL DRAINS, SCUPPERS, AND DOWNSPOUTS PRIOR TO THE COMPLETION OF WORK AND TO ENSURE THAT ALL ROOF DRAINS, SCUPPERS, AND DOWNSPOUTS ARE FREE OF DEBRIS AND FUNCTIONING PROPERLY.

16' - 3"

3 3

14' - 2"

33' - 1 3/4"

6' - 4"

Sim

18' - 11 1/4"

I 14' - 2"

4. REFER TO PLUMBING DRAWINGS FOR ALL VENT STACK LOCATIONS. PLUMBING CONTRACTOR SHALL COORDINATE THE LOCATION OF ANY PENETRATION WITH ROOF CONTRACTOR. REFER TO MEP PLANS FOR TYPICAL VENT STACK DETAIL.

4' - 0"

7' - 1 1/2"

33' - 1 5/8"

2' - 0"

12' - 9 1/4"

4' - 0"

OFD RD

A1103

OFD

30' - 8" 18' - 6 3/8"

29' - 11 3/8"

A1103

OAU

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

OFD

9' - 8"

14' - 2"

Sim

16' - 3" 61' - 5 5/8"

OFD

2' - 8 1/2"

3' - 0"

4' - 7 5/8"

16' - 8"

6' - 7"

OFD

15' - 8"

14' - 2"

4' - 7" 16' - 3 5/8"

A502

15' - 8"

3' - 6"

OFD

15' - 8"

88' - 4 3/8"

OFD

4' - 7 5/8"

15' - 8"

31' - 4"

9' - 0 1/2"

14' - 2"

3 3

5' - 11"

6' - 7"

15' - 8"

16' - 3 5/8"

14' - 2"

15' - 8"

2' - 0"

15' - 8"

9' - 8"

15' - 8"

16' - 8"

18' - 6 3/8"

9' - 8"

12' - 9 1/4"

4' - 0"

34' - 8"

247' - 11 5/8"

ROOF ACCESS PLAN 3/32" = 1'-0"

Revision Schedule No. 4

Description

Date

Fire Department Comments

05-27-15

Roof Access Plan

Client Name Project number Date

11-14-14

Project Status

Permit Submittal Checker

Checked by

A205 Scale

3/32" = 1'-0"

8/7/2015 10:27:44 AM

12' - 9 1/8"

16' - 8"

8' - 1 1/8"

4' - 0"

9' - 8"

Homestead Florida

30' - 8"

VPE Hotel North

4' - 0"

ROOF PLAN GENERAL NOTES

3 A600

A501

A600

A601

A500

1 A1103

Sim

A502

2. KEEP ROOF MOUNTED EQUIPMENT AWAY FROM PARAPETS TO REDUCE SIGHT VISIBILITY LINES.

Typ

7 3

A501

A500

Sim

3. OPENINGS IN ROOF SHALL BE CUT BY CONTRACTOR RESPONSIBLE FOR ROOF. MECHANICAL CONTRACTOR SHALL COORDINATE THE LOCATION OF ANY OPENINGS IN ROOF WITH ROOF CONTRACTOR. REFER TO ROOF DETAILS FOR TYPICAL MECHANICAL UNIT CURB DETAIL.

A1103

A206 Typ

2' - 0"

A1103

1 A1103

NOTE 26

OAU

1/4" / 12"

18' - 2 1/4"

1/4" / 12"

OFD 6' - 0"

39' - 4"

A502

Sim

A 1 A1103

NOTE 2, TYP.

NOTE 3, TYP. 23' - 2 1/8"

31' - 4"

NOTE 21 NOTE 17 NOTE 19, TYP. AT ALL WALLS

29' - 9"

EF NOTE 3, TYP.

A1103 NOTE 26 NOTE 1

NOTE 3

12' - 9"

OFD

EF A

RDR-01 A1103

EF EF

RD 4' - 5"

NOTE 9, TYP.

Sim

NOTE 19, TYP. AT ALL PARAPET WALLS

1 A1103

Sim

NOTE 9, TYP.

2' - 0"

Typ

A1103

NOTE 27

7 8

Sim

Typ

A1103

1 A1103

Typ

RD OFD

Sim

NOTE 26

NOTE 3 RD

OFD 4' - 5"

7 12' - 8 7/8"

4651 SHERIDAN ST. SUITE 460 HOLLYWOOD FLORIDA, 33021 VOICE: 954.392.8788 FAX: 954.392.8748

8. PROVIDE 2" CONDUIT FROM SERVER ROOM TO ROOF FOR H.I.B.S. SATELLITE DISH ON SEPARATE CIRCUIT. 9. BACK PAINT FLASHINGS WITH BITUMINOUS PAINT, WHERE EXPECTED TO BE IN CONTACT WITH CEMENTITIOUS MATERIALS OR DISSIMILAR METAL TYP.

Sim

NOTE 1

A1103

1/4" SLOPE

NOTE 2, TYP. NOTE 19, TYP. AT ALL PARAPET WALLS

13. LIGHTWEIGHT CONCRETE SHALL HAVE AN AVERAGE THICKNESS AS REQUIRED TO MAINTAIN A MINIMUM RESISTANCE FACTOR OF R20. 14. SEE MECHANICAL DRAWINGS FOR ALL ROOF MOUNTED EQUIPMENT DETAILS.

Typ

A1103

15. TOP OF LIGHTWEIGHT CONCRETE AT ALL SCUPPER DRAIN LOCATIONS SHALL BE 4" MAXIMUM ABOVE LOW POINT OF ROOF. 16. SEE MEP DRAWINGS FOR ALL ROOFTOP EQUIPMENT LOCATIONS.

Typ

A1103

NOTE 27

AA 26002234

1/4" / 12"

NOTE 2, TYP.

NOTE 26 NOTE 19, TYP. AT ALL PARAPET WALLS

A206

NOTE 19, TYP. AT ALL PARAPET WALLS

NOTE 2, TYP. NOTE 26

NOTE 3

NOTE 9, TYP.

Sim

NOTE 26

35' - 11 1/2"

A1103

6' - 0"

NOTE 2, TYP.

10' - 5 1/4"

OFD

Typ

2' - 0"

1/4" / 12"

22' - 7 1/2"

NOTE 26

OFD

2' - 0"

Sim

22' - 8 3/8"

NOTE 19, TYP. AT ALL PARAPET WALLS

A1103

RD NOTE 1

Sim

A1103 NOTE 1, TYP.

A1103

12' - 0 7/8"

1/4" / 12"

OAU

OFD

Sim

5' - 1"

NOTE 1, TYP.

NOTE 9, TYP.

A206

31' - 4"

NOTE 26

EF OFD

9' - 1 3/4"

NOTE 19, TYP. AT ALL PARAPET WALLS

NOTE 2, TYP.

NOTE 27

ROOF PLAN KEY NOTES NOTE 1: ROOF DRAIN

Sim

NOTE 2: SINGLE PLY MEMBRANE ROOF OVER R20 LIGHTWEIGHT INSULATING CONCRETE, SLOPE 1/4" PER FT. TO DRAIN NOTE 3: SECONDARY, EMERGENCY OVERFLOW DRAIN

A1103

NOTE 4: A/C MAKE UP AIR UNIT - SEE MEP PLANS FOR EXACT LOCATION NOTE 5: 16" WIDE STANDING SEAM METAL ROOF ON A LAYER OF 90 LB. ASPHALT FELT, HOT MOPPED OVER 30 LB. FELT WITH SCREWS ATTACHED SYSTEM TO 3/4" FIRE RETARDANT CDX PLYWOOD SHEATHING, OVER PREENGINEERED METAL ROOF TRUSSES 24" O.C.

A206

NOTE 6: ROOF PADS NOTE 7: ROOF EXHAUST FANS, SEE MECHANICAL PLANS NOTE 8: STUCCO SOFFIT ON HIGH RIB GALV. MTL. LATH AT UNDERSIDE OF STEEL TRUSSES.

NOTE 9: CRICKET, TYPICAL

A601

NOTE 10: 36"X36" METAL ACCESS PANEL MTD. MAX 30" FROM FINISHED ROOF NOTE 11: 2 LAYERS OF 5/8" TYPE X GYPSUM BD ATTACHED TO UNDERSIDE OF MTL TRUSSES

NOTE 12: 2" CONTINUOUS SOFFIT SCREEN VENT TO MEET FBC VENTILATING REQUIREMENTS NOTE 13: BLOWN IN FIBERGLASS INSULATION TO MEET ENERGY CODE CALCULATIONS, TYPICAL ALL TRUSS AREAS EXCEPT STORAGE ROOMS. NOTE 14: LOUVER VENTS TO MEET FBC VENTILATING REQUIREMENTS

ROOF PLAN

NOTE 15: PROVIDE 2" CONDUIT FROM SERVER ROOM TO ROOF FOR H.I.B.S. SATELLITE DISH ON SEPARATE CIRCUIT.

3/32" = 1'-0"

NOTE 16: LAUNDRY CHUTE VENT

A500

NOTE 17: ELEVATOR PENTHOUSE LAUNDRY CHUTE VENT

NOTE 18: BACK PAINT FLASHINGS WITH BITUMINOUS PAINT, WHERE EXPECTED TO BE IN CONTACT WITH CEMENTITIOUS MATERIALS OR DISSIMILAR METAL TYP.

NOTE 19: PROVIDE AND INSTALL FLASHING AT ALL ROOF TO WALL CONNECTIONS PROJECTIONS OF WOOD BEAMS THROUGH EXTERIOR WALLS, EXTERIOR OPENINGS, AND ELSEWHERE AS REQUIRED TO PROVIDE WATERTIGHT / WEATHERPROOF PERFORMANCE. FLASHING AND SHEET METAL SHALL BE INSTALLED PER SECTION 1503 OF THE FLORIDA BUILDING CODE/ LATEST EDITION.

CAP SHEET ROOFING MEMBRANE CONCRETE SLAB - SEE STRUCTURAL DRAWINGS

Revision Schedule No.

Description

Date

NOTE 20: ROOF VALLEY FLASHINGS SHALL BE CONSTRUCTED WITH NOT LESS THAN NO. 28 GALVANIZED SHEET GAUGE CORROSION-RESISTANT METAL AND SHALL EXTEND AT LEAST 11" FROM THE CENTER LINE EACH WAY AND SHALL HAVE THE FLOW LINE FORMED AS PART OF THE FLASHING. SECTIONS OF FLASHING SHALL HAVE AN END LAP OF NOT LESS THAN 4". ALL FLASHING TO BE INSTALLED PER SECTION 1503 OF THE FLORIDA BUILDING CODE/ LATEST EDITION.

METAL FASCIA WITH CONTINUOUS HOLD DOWN CLIPS

MEMBRANE FLASHING

11 6"

CAP SHEET ROOFING MEMBRANE CEMENTITOUS FINISH AT UNDERSIDE OF SLAB

DRIP EDGE

MEMBRANE FLASHING

***NOTE: SUBMIT SHOP DRAWINGS FOR CORNICE FRAMING PREPARED BY A SPECIALTY ENGINEER TO BE REVIEWED BY THE ARCHITECT AND STRUCTURAL ENGINEER OF RECORD

135째

2 5/8"

LED LIGHTING FIXTURE - SEE ELECTRICAL DRAWINGS

CEMENTITOUS FINISH ON 7 5/8" CMU

1' - 8"

CEMENTITOUS MATERIAL ON 5/8" EXTERIOR SHEATING ON METAL FRAMING ***

4 3/8" 3 1/4"

10 1/4" EIFS CORNICE PROFILE

1/4" / 12"

CEMENTITOUS FINISH ON 7 5/8" CMU

CEMENTITOUS FINISH AT UNDERSIDE OF SLAB

NOTE 21: PROVIDE SEALANT AND CAULKING MEETING APPLICABLE SPECIFICATIONS AS REQUIRED TO PROVIDE A POSITIVE BARRIER AGAINST MOISTURE AND PASSAGE OF AIR. NOTE 22: LIGHTWEIGHT CONCRETE SHALL HAVE AN AVERAGE THICKNESS AS REQUIRED TO MAINTAIN A MINIMUM RESISTANCE FACTOR OF R20.

1/4" / 12"

NOTE 24: TOP OF LIGHTWEIGHT CONCRETE AT ALL SCUPPER DRAIN LOCATIONS SHALL BE 4" MAXIMUM ABOVE LOW POINT OF ROOF.

Roof Plan

NOTE 25: PROVIDE ALUMINUM RAIN GUTTER ALL AROUND WITH ALUMINUM LEADERS AND DOWNSPOUTS. FINISH TO MATCH ALUMINUM WINDOWS.

ROOF FINISH PER ROOF PLAN

NOTE 26: EIFS CORNICE TO TURN 90 DEGREES TO BACK SIDE OF PARAPET BEFORE TERMINATING. NOTE 27: PROVIDE ACCESS DOOR/ PANEL FOR SIGNAGE LIGHTING.

2 A502

DRIP EDGE 3/4" WEEPS AT 24" OC

Sim

NOTE 23: SEE MECHANICAL DRAWINGS FOR ALL ROOF MOUNTED EQUIPMENT DETAILS.

17째

1' - 3 1/2"

METAL FASCIA WITH CONTINUOUS HOLD DOWN CLIPS

A1103

1' - 2 5/8"

CONCRETE SLAB - SEE STRUCTURAL DRAWINGS

1' - 8"

1' - 5"

4" 3"

2 A206

NOTE 2, TYP.

NOTE 26

NOTE 2, TYP.

NOTE 26

1/4" / 12"

Sim

NOTE 21 EF

6. OPENINGS IN ROOF SHALL BE CUT BY CONTRACTOR RESPONSIBLE FOR ROOF. ELECTRICAL CONTRACTOR SHALL COORDINATE THE LOCATION OF ANY OPENINGS IN ROOF WITH ROOF CONTRACTOR. 7. THE ROOF CONTRACTOR SHALL PROTECT ALL ROOF DRAINS, SCUPPERS, AND DOWNSPOUTS FROM DEBRIS CREATED DURING CONTRUCTION. THE ROOF CONTRACTOR SHALL INSPECT AND CLEAR ALL DRAINS, SCUPPERS, AND DOWNSPOUTS PRIOR TO THE COMPLETION OF WORK AND TO ENSURE THAT ALL ROOF DRAINS, SCUPPERS, AND DOWNSPOUTS ARE FREE OF DEBRIS AND FUNCTIONING PROPERLY.

Typ

5. VERIFY FLUE LOCATIONS ON MECHANICAL DRAWINGS. THE MECHANICAL CONTRACTOR SHALL COORDINATE ANY ROOF PENETRATIONS WITH ROOFING CONTRACTOR. REFER TO MEP PLANS FOR TYPICAL FLUE DETAIL.

Client Name Project number

5' - 0"

Date

11-14-14

2' - 0" Project Status CEMENTITOUS MATERIAL ON CMU

EIFS Cornice Detail 1/2" = 1'-0"

Cornice Detail 3/4" = 1'-0"

Permit Submittal Checker

Checked by

A206

Elevator Shaft - Roof Plan 1/4" = 1'-0" Scale

As indicated

8/7/2015 10:27:47 AM

NOTE 3

23' - 5 1/4"

NOTE 1

EF 10' - 8"

OFD

A1103

3' - 4 1/2"

A1103

NOTE 16

10' - 2 1/2"

NOTE 19, TYP. AT ALL PARAPET WALLS

A1103

Sim

1/4" / 12"

NOTE 26

Typ

1/4" / 12"

4' - 5"

OFD

23' - 5 1/4"

12' - 9"

1/4" / 12"

Typ

1/4" / 12" OFD

1/4" / 12"

10' - 5 1/8"

1/4" / 12"

OFD 1/4" / 12"

1/4" / 12"

Homestead Florida

VPE Hotel North

GENERAL ELEVATION NOTES GENERAL ELEVATION NOTES: - FIRE PROTECTION MARKINGS: BUILDING ADDRESS NUMBERS SHALL BE PLACED IN A POSITION TO BE PLAINLY LEGIBLE AND VISIBLE FROM THE STREET OR ROAD FRONTING PROPERTY. ADDRESS NUMBERS SHALL CONTRAST WITH THEIR BACKGROUND AND NUMERALS SHALL BE NOT LESS THAN 6" IN HEIGHT. ALL PROTECTION MARKINGS SHALL COMPLY WITH NFPA 1 FIRE CODE SECTION 10.12.

A501

A601

A500

A501

- ALL EXTERIOR FOAM MUST BE PLACED BEFORE EXTERIOR PAINTING. - ALL NECESSARY TRIM ACCESSORIES SUCH AS SCREEDS, VENTS, CORNER BEADS ECT. TO BE VINYL.

NOTE 15 NOTE 5 NOTE 6

NOTE 1 NOTE 5

NOTE 1

A601

A502

NOTE 1

NOTE 5

Roof Access Plan 52' - 0"

NOTE 1 NOTE 9

NOTE 23

NOTE 3

NOTE 9

- ALL EXPOSED EXTERIOR C.M.U. AND CONCRETE SURFACES TO RECEIVE 5/8" NOMINAL THICKNESS SKIP TROWEL LIGHT TEXTURED STUCCO FINISH U.N.O. - ALL STUCCO BANDING, MOLDINGS AND STUCCO REVEALS TO RECEIVE SMOOTH FINISH STUCCO FINISH. - ALL EIFS BANDS AND CORNICE TO BE FORMED FROM 1.5 # EPS.

NOTE 1

5' - 0"

7' - 0"

5' - 0"

9' - 6" 10' - 0"

NOTE 3

5' - 0"

7' - 0"

Stair Slab 61' - 6"

NOTE 5

NOTE 6

14' - 4"

NOTE 6 10' - 0"

NOTE 6

NOTE 1

NOTE 5

5' - 0"

- FRAMED AND SHEATHED VERTICAL SURFACES TO RECEIVE SELF FURRING METAL LATH.

NOTE 1 NOTE 6

NOTE 6

NOTE 1

- FRAMED HORIZONTAL SURFACES TO RECEIVE SHEATHING WITH SYNTHETIC FINISH.

AA 26002234 4651 SHERIDAN ST. SUITE 460 HOLLYWOOD FLORIDA, 33021 VOICE: 954.392.8788 FAX: 954.392.8748

- COLOR FOR SYNTHETIC FINISH TO BE SELECTED BY OWNER. - ALL MECHANICAL EQUIPMENT INCLUDING BUT NOT LIMITED TO HEATING, VENTILATING, AIR CONDITIONING MACHINERY AND PUBLIC FIXTURES SHALL BE SCREENED FROM PUBLIC VIEW.

NOTE 23

NOTE 3

Fifth Floor 42' - 0"

NOTE 1

NOTE 23

66' - 4"

NOTE 9

NOTE 23

NOTE 1 NOTE 2

10' - 6"

13' - 6"

10' - 0"

8' - 8" 11' - 0"

NOTE 4

NOTE 8

NOTE 20

NOTE 1

NOTE 22 NOTE 11

NOTE 1: LIGHT TEXTURED STUCCO FINISH ON CONCRETE OR CMU WALL.

NOTE 4: LIGHT TEXTURE STUCCO FINISH OVER POURED CONCRETE OR MASONRY COLUMNS - SEE STRUCTURAL PLANS.

NOTE 5: SMOOTH STUCCO FINISH OVER STYROFOAM OVER DENSBOARD SHEATHING OVER GMS. SEE MOLDING PROFILE DETAILS

NOTE 6: METAL COPING CAP - REFER TO ROOF DETAILS.

Ground Floor 0' - 0" NOTE 11

ELEVATION KEY NOTES

NOTE 3: STUCCO 3/4" x 1" REVEAL.

Second Floor 12' - 0"

NOTE 4

SEAL MAYER S. ABBO, ARCHITECT

NOTE 2: SMOOTH FINISH STUCCO WALL.

NOTE 1 NOTE 2

NOTE 3

NOTE 2

NOTE 4

11' - 0"

8' - 8"

2' - 0"

A NOTE 3

Third Floor 22' - 0"

NOTE 13

A A

Fourth Floor 32' - 0"

NOTE 11

NOTE 7: SMOOTH STUCCO BAND. REFER TO PROFILE DETAILS FOR DIMENSIONS, TYP. NOTE 8: 1 1/2" RAISED SMOOTH CONTINUOUS STUCCO BASE. SEE MOLDING PROFILE DETAILS. NOTE 9: ALUMINUM WINDOWS/ IMPACT HURRICANE GLASS REQUIRED. REFLECTIVE OR MIRRORED GLASS SHALL NOT BE PERMITTED.

NOTE 10: ALUMINUM LOUVER VERIFY ENGINEERING DRAWINGS FOR EXACT SIZES.

Front Building Elevation 3/32" = 1'-0"

NOTE 11: IMPACT RESISTANT ALUMINUM STOREFRONT SYSTEM. NOTE 12: POURED CONCRETE PARAPET WALL CAP. NOTE 13: PORTE COCHERE - SEE ENLARGED PLAN. NOTE 14: SMOOTH STUCCO COLUMN BASE. NOTE 15: BUILDING SIGNAGE PER MARRIOTT STANDARDS.

1 A501

A500

NOTE 5

NOTE 1 (BEYOND)

A601

A600

A501

NOTE 17: PAINT GRADE WELDED ALUMINUM PICKET FENCE OR APPROVED EQUAL WITH 2" x 2" POSTS AND 3/4" x 3/4" WIDE PICKETS. NO OPENINGS TO ALLOW 4" SPHERE TO PASS THROUGH PER FLORIDA BUILDING CODE LATEST EDITION/ APPLICABLE SECTION. COLOR AND DESIGN TO BE APPROVED BY ARCHITECT. REFER TO SHOP DRAWINGS FOR SPECS AND INSTALLATION.

NOTE 5 NOTE 1 NOTE 15

NOTE 1 (BEYOND)

NOTE 18: PRE-FINISHED METAL LOUVERS AT DRYER VENTS. NOTE 19: AUTOMATIC SLIDING DOORS. NOTE 1

NOTE 5

Stair Slab 61' - 6"

NOTE 5 NOTE 6

NOTE 1

NOTE 5

NOTE 23

5' - 0"

7' - 0"

5' - 0"

NOTE 9

5' - 0"

7' - 0"

NOTE 6

NOTE 1

NOTE 6

14' - 4"

NOTE 6

5' - 0"

NOTE 23

NOTE 21: CLEARANCE SIGN. NOTE 22: 26 ga. METAL DRIP EDGE OVER 2x PRIMED FASCIA BOARD. NOTE 23: EXTERIOR PTAC LOUVER.

Roof Access Plan 52' - 0"

NOTE 9

NOTE 20: EXTERIOR WALL SCONCE. LIGHT FIXTURE TO BE SUBMITTED FOR ARCHITECT APPROVAL.

NOTE 24: ALUMINUM TRELLIS - SUBMIT SHOP DRAWINGS FOR ARCHITECT APPROVAL.

Revision Schedule

NOTE 1

No.

NOTE 3

Description

Date

Fifth Floor 42' - 0"

NOTE 3 NOTE 3

NOTE 9 NOTE 23

Fourth Floor 32' - 0"

Third Floor 22' - 0" A

NOTE 6

27 32

Second Floor 12' - 0"

NOTE 1 NOTE 2 NOTE 4 8' - 8"

NOTE 6

S5 27

Ground Floor 0' - 0" NOTE 4

NOTE 11

NOTE 20

NOTE 1

NOTE 6

Building Elevations

Client Name Project number Date

Rear Building Elevation 3/32" = 1'-0"

11-14-14

Project Status

Permit Submittal Checker

Checked by

A400 Scale

3/32" = 1'-0"

8/7/2015 10:28:10 AM

4' - 0"

10' - 0"

4' - 0"

10' - 0"

NOTE 16: POOL FENCE: MIN. 4'-0" HIGH PAINT GRADE WELEDED ALUMINUM PICKET FENCE OR APPROVED EQUAL TO MEET ALL LOCAL AND STATE SWIMMING POOL AND SPA CODE REQUIREMENTS. COLOR AND DESIGN TO BE APPROVED BY ARCHITECT. REFER TO SHOP DRAWINGS FOR SPECS AND INSTALLATION.

Homestead Florida

VPE Hotel North

HIGHEST ROOF ELEMENT

NOTE 3

A502

- ALL EXTERIOR FOAM MUST BE PLACED BEFORE EXTERIOR PAINTING.

- ALL NECESSARY TRIM ACCESSORIES SUCH AS SCREEDS, VENTS, CORNER BEADS ECT. TO BE VINYL.

NOTE 5

- FRAMED HORIZONTAL SURFACES TO RECEIVE SHEATHING WITH SYNTHETIC FINISH.

NOTE 5

NOTE 15

- FRAMED AND SHEATHED VERTICAL SURFACES TO RECEIVE SELF FURRING METAL LATH.

NOTE 1 (BEYOND) NOTE 5

NOTE 1

Stair Slab 61' - 6"

- ALL STUCCO BANDING, MOLDINGS AND STUCCO REVEALS TO RECEIVE SMOOTH FINISH STUCCO FINISH.

5' - 0"

NOTE 6

10' - 3"

NOTE 6

Roof Access Plan 52' - 0"

NOTE 1

- ALL EIFS BANDS AND CORNICE TO BE FORMED FROM 1.5 # EPS.

AA 26002234 4651 SHERIDAN ST. SUITE 460 HOLLYWOOD FLORIDA, 33021 VOICE: 954.392.8788 FAX: 954.392.8748

NOTE 1

Fifth Floor 42' - 0"

NOTE 23

- ALL EXPOSED EXTERIOR C.M.U. AND CONCRETE SURFACES TO RECEIVE 5/8" NOMINAL THICKNESS SKIP TROWEL LIGHT TEXTURED STUCCO FINISH U.N.O.

NOTE 23

Fourth Floor 32' - 0"

NOTE 3

SEAL MAYER S. ABBO, ARCHITECT

NOTE 1

A800 NOTE 13

Third Floor 22' - 0"

ELEVATION KEY NOTES

2' - 0"

NOTE 6

NOTE 1: LIGHT TEXTURED STUCCO FINISH ON CONCRETE OR CMU WALL. NOTE 2: SMOOTH FINISH STUCCO WALL.

NOTE 4

10' - 0"

NOTE 2

NOTE 5: SMOOTH STUCCO FINISH OVER STYROFOAM OVER DENSBOARD SHEATHING OVER GMS. SEE MOLDING PROFILE DETAILS NOTE 4

NOTE 8

NOTE 3: STUCCO 3/4" x 1" REVEAL. NOTE 4: LIGHT TEXTURE STUCCO FINISH OVER POURED CONCRETE OR MASONRY COLUMNS - SEE STRUCTURAL PLANS.

NOTE 20 8' - 8"

10' - 6"

13' - 6"

12' - 1 7/8"

NOTE 1 NOTE 4 NOTE 20

Second Floor 12' - 0"

2' - 0"

17' - 10 3/8"

NOTE 2

Ground Floor 0' - 0"

NOTE 6: METAL COPING CAP - REFER TO ROOF DETAILS. NOTE 7: SMOOTH STUCCO BAND. REFER TO PROFILE DETAILS FOR DIMENSIONS, TYP.

VPE Hotel North

NOTE 8: 1 1/2" RAISED SMOOTH CONTINUOUS STUCCO BASE. SEE MOLDING PROFILE DETAILS. NOTE 9: ALUMINUM WINDOWS/ IMPACT HURRICANE GLASS REQUIRED. REFLECTIVE OR MIRRORED GLASS SHALL NOT BE PERMITTED.

East Side Building Elevation 3/32" = 1'-0"

NOTE 10: ALUMINUM LOUVER VERIFY ENGINEERING DRAWINGS FOR EXACT SIZES. NOTE 11: IMPACT RESISTANT ALUMINUM STOREFRONT SYSTEM. NOTE 12: POURED CONCRETE PARAPET WALL CAP. NOTE 13: PORTE COCHERE - SEE ENLARGED PLAN. NOTE 14: SMOOTH STUCCO COLUMN BASE. NOTE 15: BUILDING SIGNAGE PER MARRIOTT STANDARDS.

E A

NOTE 1

NOTE 5

A502

NOTE 18: PRE-FINISHED METAL LOUVERS AT DRYER VENTS.

NOTE 15

NOTE 1 NOTE 6

NOTE 1

NOTE 19: AUTOMATIC SLIDING DOORS. NOTE 20: EXTERIOR WALL SCONCE. LIGHT FIXTURE TO BE SUBMITTED FOR ARCHITECT APPROVAL. NOTE 21: CLEARANCE SIGN.

5' - 0"

10' - 3"

NOTE 6

NOTE 1

Stair Slab 61' - 6"

Homestead Florida

NOTE 1

NOTE 22: 26 ga. METAL DRIP EDGE OVER 2x PRIMED FASCIA BOARD.

Roof Access Plan 52' - 0"

NOTE 23: EXTERIOR PTAC LOUVER. NOTE 24: ALUMINUM TRELLIS - SUBMIT SHOP DRAWINGS FOR ARCHITECT APPROVAL.

NOTE 9 NOTE 1 NOTE 23

Revision Schedule No.

Description

Date

Fifth Floor 42' - 0"

NOTE 23

NOTE 3

Fourth Floor 32' - 0"

NOTE 1

2 A800 NOTE 1

NOTE 1

NOTE 9

NOTE 6

NOTE 23 NOTE 3

NOTE 20

NOTE 6

12' - 2"

10' - 6"

NOTE 2

8' - 8"

NOTE 4

NOTE 1

13' - 6"

NOTE 1

Third Floor 22' - 0"

Second Floor 12' - 0"

NOTE 20 NOTE 2

NOTE 13

Building Elevations

NOTE 4

NOTE 8

Ground Floor 0' - 0" Client Name Project number

West Side Building Elevation 3/32" = 1'-0"

Date

11-14-14

Project Status

Permit Submittal Checker

Checked by

A401 Scale

3/32" = 1'-0"

8/7/2015 10:28:14 AM

AA 26002234 4651 SHERIDAN ST. SUITE 460 HOLLYWOOD FLORIDA, 33021 VOICE: 954.392.8788 FAX: 954.392.8748

SEAL MAYER S. ABBO, ARCHITECT

Front Perspective

Homestead Florida

VPE Hotel North

Revision Schedule No. 6

Description

Date

Site Plan Revisions

06-18-15

Building Perspectives 6 Client Name Project number Date

11-14-14 Permit Submittal

Checked by

Rear Perspective

A402 Scale

Checker 8/7/2015 10:28:44 AM

Project Status

EXTERIOR COLOR KEY COLOR 1 BANJAMIN MOORE WHITE DIAMOND 2121-60

COLOR 2 BANJAMIN MOORE ICICLE 2142-70

COLOR 3 BANJAMIN MOORE NOVEMBER RAIN 2142-60

Stair Slab 61' - 6"

COLOR 5 BANJAMIN MOORE COCONUT GROVE 1029

Fifth Floor 42' - 0"

Third Floor 22' - 0"

Second Floor 12' - 0"

Ground Floor 0' - 0"

Front Building Elevation - Color

NOTES: 1. ALL WINDOW AND STOREFRONT TO BE WHITE. 2. ALL CROWN MOLDING PROFILES AND CEMENTITIOUS FINISH BANDING TO BE SMOOTH FINISH. 3. ALL EXTERIOR METAL DOORS TO BE PAINTED TO MATCH ADJACENT BUILDING COLOR.

4. ALL LOUVERS AND PTAC GRILLS TO BE PAINTED TO MATCH ADJACENT BUILDING COLOR. 5. ALL PARAPET WALL CAPS TO BE PAINTED TO MATCH ADJACENT BUILDING COLOR BELOW THEM. 6. ALL ROOF PARAPET WALL RETURNS (SIDE AND REAR) TO BE PAINTED TO MATCH SAME WALL BUILDING EXTERIOR COLOR.

3/32" = 1'-0"

4651 SHERIDAN ST. SUITE 460 HOLLYWOOD FLORIDA, 33021 VOICE: 954.392.8788 FAX: 954.392.8748

COLOR 4 BANJAMIN MOORE MANOR BLUE 1627

Roof Access Plan 52' - 0"

Fourth Floor 32' - 0"

AA 26002234

Stair Slab 61' - 6"

Roof Access Plan 52' - 0" Revision Schedule

Fifth Floor 42' - 0"

No. 6

Description

Date

Site Plan Revisions

06-18-15

Fourth Floor 32' - 0"

Third Floor 22' - 0"

Second Floor 12' - 0"

Ground Floor 0' - 0"

Color Building Elevations & Signage 6 Client Name

Rear Building Elevation - Color 3/32" = 1'-0"

Project number Date

11-14-14

Project Status

Permit Submittal

Checked by

A403 Scale

As indicated

8/7/2015 10:28:53 AM

Homestead Florida

VPE Hotel North

EXTERIOR COLOR KEY COLOR 1 BANJAMIN MOORE WHITE DIAMOND 2121-60

S COLOR 2 BANJAMIN MOORE ICICLE 2142-70 Stair Slab 61' - 6"

COLOR 3 BANJAMIN MOORE NOVEMBER RAIN 2142-60

Roof Access Plan 52' - 0"

COLOR 5 BANJAMIN MOORE COCONUT GROVE 1029

Fourth Floor 32' - 0" NOTES:

1. ALL WINDOW AND STOREFRONT TO BE WHITE. 2. ALL CROWN MOLDING PROFILES AND CEMENTITIOUS FINISH BANDING TO BE SMOOTH FINISH. 3. ALL EXTERIOR METAL DOORS TO BE PAINTED TO MATCH ADJACENT BUILDING COLOR.

Ground Floor 0' - 0"

4. ALL LOUVERS AND PTAC GRILLS TO BE PAINTED TO MATCH ADJACENT BUILDING COLOR. 5. ALL PARAPET WALL CAPS TO BE PAINTED TO MATCH ADJACENT BUILDING COLOR BELOW THEM.

East Side Building Elevation - Color 3/32" = 1'-0"

VPE Hotel North

SEAL MAYER S. ABBO, ARCHITECT

6. ALL ROOF PARAPET WALL RETURNS (SIDE AND REAR) TO BE PAINTED TO MATCH SAME WALL BUILDING EXTERIOR COLOR.

Stair Slab 61' - 6"

Roof Access Plan 52' - 0"

Fifth Floor 42' - 0"

Revision Schedule No. 6

Description

Date

Site Plan Revisions

06-18-15

Fourth Floor 32' - 0"

Third Floor 22' - 0"

Second Floor 12' - 0"

Color Building Elevations & Signage

Ground Floor 0' - 0"

West Side Building Elevation - Color 3/32" = 1'-0"

6 Client Name Project number Date

11-14-14

Project Status

Permit Submittal Checker

Checked by

A404 Scale

As indicated

8/7/2015 10:29:01 AM

Homestead Florida

Second Floor 12' - 0"

4651 SHERIDAN ST. SUITE 460 HOLLYWOOD FLORIDA, 33021 VOICE: 954.392.8788 FAX: 954.392.8748

COLOR 4 BANJAMIN MOORE MANOR BLUE 1627

Fifth Floor 42' - 0"

Third Floor 22' - 0"

AA 26002234