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V
<br />CONCRETE MASONRY UNIT WALL ASSEMBLIES
<br />TYPICAL AT EXTERIOR WALLS AT FINISHED INTERIOR SPACE
<br />G13
<br />EXTERIOR FINISH PER ELEVATIONS:
<br />A. 5/8" MIN CEMENT PLASTER FINISH, DIRECTLY APPLIED
<br />B. MANUFACTURED STONE VENEER WITH GROUTED
<br />NON RATED
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<br />JOINTS
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<br />CMU WALL PER STRUCTURAL DRAWINGS, 8" (MIN) UNO
<br />PT 2x WOOD FURRING AT 24" OC MAX
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<br />CONTINUOUS PERFORATED RADIANT FOIL INSULATION
<br />(1) LAYER 1/2" GYPSUM BOARD
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<br />EXT i
<br />INT
<br />TYPICAL AT INTERIOR WALLS
<br />C-1
<br />PAINT FINISH AT EXPOSED SURFACE AT UNFINISHED SPACE
<br />CMU WALL PER STRUCTURAL DRAWINGS, 8" (MIN) UNO
<br />NON RATED
<br />PT 2x WOOD FURRING AT 24" OC MAX
<br />(1) LAYER 1/2" GYPSUM BOARD AT FINISHED SPACE
<br />INT
<br />INT
<br />TYPICAL AT INTERIOR NON -BEARING NONRATED WALL
<br />(1) LAYER 11T GYPSUM BOARD (EXT GRADE AT NON -
<br />CONDITIONED SPACE). OMIT IF WITHIN CAVITY (SUCH AS
<br />NON -RATED CHASE I PILASTER)
<br />NON -RATED
<br />WOOD STUDS AT 24" OC MAX
<br />(NOT SHOWN) UNFACED BATT INSULATION BETWEEN
<br />CONDITIONED AND NON -CONDITIONED SPACES
<br />(1) LAYER 1/2" GYPSUM BOARD (EXT GRADE AT NON -
<br />CONDITIONED SPACE)
<br />NOTE: AT OPEN CAVITY/CHASE CONDITIONS, PROVIDE
<br />CONTINUOUS FIREBLOCKING AT EACH FLOOR AND AT 10' MAX
<br />INT OR
<br />HORIZONTALLY
<br />CAVITY
<br />INT
<br />TYPICAL AT INTERIOR BEARING NON -RATED WALL
<br />(1) LAYER 1/2" GYPSUM BOARD (EXT GRADE AT NON -
<br />CONDITIONED SPACE). OMIT IF WITHIN CAVITY (SUCH AS
<br />NON -RATED CHASE I PILASTER)
<br />NON -RATED
<br />WOOD STUDS AT 16" OC MAX PER STRUCTURAL DRAWINGS
<br />(NOT SHOWN) UNFACED BATT INSULATION BETWEEN
<br />CONDITIONED AND NON -CONDITIONED SPACES
<br />(1) LAYER 1/2" GYPSUM BOARD (EXT GRADE AT NON -
<br />CONDITIONED SPACE)
<br />NOTE: AT OPEN CAVITY/CHASE CONDITIONS, PROVIDE
<br />CONTINUOUS FIREBLOCKING AT EACH FLOOR AND AT 10' MAX
<br />INT OR
<br />HORIZONTALLY
<br />CAVITY
<br />INT
<br />ROOF / CEILING ASSEMBLIES
<br />TYPICAL AT PITCHED ROOF
<br />RW 2
<br />ROOFING PER PLANS, ELEVATIONS AND DETAILS:
<br />A. ARCHITECTURAL FIBERGLASS ASPHALT SHINGLES
<br />NON -RATED
<br />��-
<br />ROOF UNDERLAYMENT PER SPECIFICATIONS AND ROOFING
<br />��-�`�
<br />SYSTEM REQUIREMENTS
<br />(1) LAYER 112"-5/8" (NOMINAL) WOOD STRUCTURAL PANEL
<br />ROOF SHEATHING PER STRUCTURAL DRAWINGS
<br />WOOD TRUSS AT 24" OC MAX PER STRUCTURAL DRAWINGS
<br />WITH SLOPE PER ROOF PLAN(S)
<br />BLOWN OR BATT INSULATION OVER CONDITIONED SPACES
<br />(1) LAYER 1/2" MIN GYPSUM BOARD (EXTERIOR GRADE AT
<br />UNCONDITIONED SPACES)
<br />0 ASSEMBLY TAG 0 INSULATION
<br />ASSEMBLY TYPE
<br />W = WALL
<br />F = FLOOR
<br />R = ROOF
<br />ASSEMBLY MATERIAL
<br />W = WOOD
<br />C = CONCRETE
<br />.# S = STEEL
<br />ASSEMBLY NUMBER
<br />DESIGN INSULATION MIN VALUES
<br />FOR ASSEMBLIES SCHEDULED
<br />WITH INSULATION, TYPICAL/UNO:
<br />R-11 MIN AT TENANT SEPARATION
<br />R-13 AT 2x4 STUD FRAMING
<br />R-19 AT 2x6 STUD FRAMING
<br />R-30 AT ATTIC
<br />R-7.0 AT CMU I CONC (WI FI-FOIL)
<br />GENERAL CODE REQUIREMENTS
<br />E AUTHORITY HAVING JURISDICTION
<br />ZEPHYRHILLS, FL BUILDING DEPARTMENT (813) 780-0020
<br />PROJECT INFORMATION
<br />5 RESIDENTIAL BUILDING(S) 4-STORY WOOD FRAME WITH EXTERIOR LOAD BEARING WALLS
<br />1 CLUBHOUSE BUILDING 1-STORY EXTERIOR LOAD BEARING MASONRY WALLS
<br />1 POOL PAVILION 1-STORY CMU COLUMNS & WOOD FRAME WALLS
<br />1 TRASH ENLOSURE w MAINTENENCE 1-STORY MASONRY WALLS
<br />BUILDING CODES
<br />FLORIDA BUILDING CODE - ACCESSIBILITY (FBC-A) SEVENTH EDITION (2020)
<br />FLORIDA BUILDING CODE - BUILDING (FBC-B) SEVENTH EDITION (2020)
<br />FLORIDA BUILDING CODE - ENERGY CONSERVATION (FBC-EC) SEVENTH EDITION (2020)
<br />FLORIDA BUILDING CODE - EXISTING BUILDING (FBC-EB) SEVENTH EDITION (2020)
<br />FLORIDA BUILDING CODE - FUEL GAS (FBC-FG) SEVENTH EDITION (2020)
<br />FLORIDA BUILDING CODE - MECHANICAL (FBC-M) SEVENTH EDITION (2020)
<br />FLORIDA BUILDING CODE - PLUMBING (FBC-P) SEVENTH EDITION (2020)
<br />FLORIDA BUILDING CODE - RESIDENTIAL (FBC-R) SEVENTH EDITION (2020)
<br />FLORIDA FIRE PREVENTION CODE (FFPC) SEVENTH EDITION (2020)
<br />NATIONAL ELECTRICAL CODE (NEC) 2017 EDITION
<br />LOCAL ORDINANCES AS APPLICABLE
<br />FLORIDA WIND-BORNE DEBRIS REGION
<br />TO THE BEST OF THE ARCHITECTS KNOWLEDGE, THIS PROJECT IS NOT LOCATED IN A WIND-BORNE DEBRIS
<br />REGION AS DEFINED IN CHAPTER 2 OF THE FBC. REFER TO STRUCTURAL DRAWINGS FOR WIND LOADING
<br />REQUIREMENTS. OPENING PROTECTIONS ARE NOT REQUIRED TO COMPLY WITH FBC 1609.1.2.
<br />0 ACCESSIBILITY REQUIREMENTS
<br />1. IN BUILDINGS WITH FOUR OR MORE DWELLING UNITS AND AT LEAST ONE ELEVATOR, ALL DWELLING UNITS AND
<br />ALL PUBLIC AND COMMON USE AREAS ARE SUBJECT TO THE DESIGN AND CONSTRUCTION REQUIREMENTS OF
<br />THE FAIR HOUSING ACT (FHA). IN BUILDINGS WITH FOUR OR MORE UNITS AND NO ELEVATOR, ALL GROUND
<br />FLOOR UNITS AND PUBLIC AND COMMON USE AREAS ARE SUBJECT TO FHA'S DESIGN AND CONSTRUCTION
<br />REQUIREMENTS. SUCH REQUIREMENTS ARE BASED ON THE FHA DESIGN MANUAL, REVISED AS
<br />OF 1998. THESE UNITS ARE DESIGNATED "ADAPTABLE UNITS." MULTI -STORY UNITS IN BUILDINGS WITHOUT
<br />ELEVATORS, CARRIAGE UNITS, AND UNITS IN BUILDINGS WITH LESS THAN FOUR UNITS ARE NOT COVERED BY
<br />FHA.
<br />2. COMMON USE AREAS, AS DEFINED BY FHA, ARE SPACES AND FACILITIES USED EXCLUSIVELY BY TENANTS AND
<br />THEIR GUESTS AND SHALL COMPLY WITH BOTH THE FHA AND APPLICABLE REFERENCES TO ICC/ANSI
<br />Al 17.1-2003, WHICH IS A SAFE HARBOR RECOGNIZED BY FHA. IF A LATER EDITION OF [CC/ANSI Al 17.1 IS LISTED
<br />IN THE CODE COMPLIANCE SECTION OF THESE DOCUMENTS AS MAY BE REQUIRED BY BUILDING CODE, STATE
<br />OR MUNICIPALITY, THEN THE APPLICABLE REQUIREMENTS PROVIDING A HIGHER LEVEL OF ACCESSIBILITY
<br />SHALL BE FOLLOWED.
<br />3. PUBLIC USE AREAS, AS DEFINED BY FHA, ARE SPACES THAT ARE MADE AVAILABLE TO THE GENERAL PUBLIC
<br />AND SHALL COMPLY WITH THE FHA AND THE AMERICANS WITH DISABILITY ACT (ADA) 2010 STANDARDS FOR
<br />ACCESSIBLE DESIGN, AS CONSTITUTED WITH AMENDMENTS IN THE 2017 FLORIDA ACCESSIBILITY CODE FOR
<br />BUILDING CONSTRUCTION (FAC).
<br />4. TO THE BEST OF THE ARCHITECTS KNOWLEDGE, SUCH PUBLIC USE AREAS WITHIN THE BUILDINGS DESCRIBED
<br />BY THESE DOCUMENTS INCLUDE: PRIMARY CLUBHOUSE ENTRANCE, CLUBHOUSE LOBBY/FOYER, LEASING
<br />OFFICE, PUBLIC RESTROOMS, POOL AREA, POOL GATES, AND THE ACCESSIBLE ROUTE CONNECTING THE
<br />SAME.
<br />< D EXIT
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<br />MAIL
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<br />CLUBHOUSE
<br />0 CODE COMPLIANCE: CLUBHOUSE BUILDING
<br />REFER TO SHEET A2.01 FOR COMPLETE AREA CALCULATIONS
<br />OCCUPANCY TYPE: SINGLE OCCUPANCY (GROUP A-3)
<br />CONSTRUCTION TYPE: V-A
<br />FIRE SPRINKLER PROVIDED: NOWSPRINKLERED
<br />BUILDING AREA AND HEIGHT LIMITATION
<br />HEIGHT LIMITATION PER OCCUPANCY (FBC-B 504.3)
<br />ALLOWED
<br />PROPOSED
<br />GROUP A-3:
<br />509-0"
<br />22'-0"
<br />MAX NUMBER OF STORIES (FBC-B 504.4)
<br />GROUP A-3:
<br />2
<br />1
<br />MAX BUILDING AREA (FBC-B 506.2.1) Per Calculation.
<br />14,375 SF
<br />9,087 SF
<br />FIRE PROTECTION (FBC-B TABLE 601 & 602):
<br />PRIMARY STRUCTURAL FRAME
<br />0 HR
<br />0 HR
<br />EXTERIOR BEARING WALLS
<br />0 HR
<br />0 HR
<br />INTERIOR BEARING WALLS
<br />0 HR
<br />0 HR
<br />EXTERIOR NON -BEARING WALLS
<br />0 HR
<br />0 HR
<br />INTERIOR NON -BEARING WALLS
<br />0 HR
<br />0 HR
<br />FLOOR CONSTRUCTION
<br />0 HR
<br />0 HR
<br />ROOF CONSTRUCTION
<br />0 HR
<br />0 HR
<br />INTERIOR FINISHES: CLUBHOUSE BUILDING
<br />GROUP A-3 (NONSPRINKLERED)
<br />CONTRACTOR SHALL COMPLY WITH THE MORE STRINGENT REQUIREMENT WHERE REQUIREMENTS OVERLAP.
<br />DESCRIPTION
<br />FBC-B TABLE 803.11
<br />FFPC 12.3.3 -NEW
<br />PROPOSED
<br />(GROUP A-3 SPRINKLERED)
<br />ASSEMBLY OCCUPANCIES
<br />ALLOWED
<br />ALLOWED
<br />INT EXIT STAIRWAYS, RAMPS
<br />A
<br />A OR B
<br />A
<br />& PASSAGEWAYS
<br />CORRIDORS & ENCLOSURE
<br />B
<br />A
<br />A
<br />FOR EXIT ACCESS
<br />ROOMS & ENCLOSED
<br />C
<br />A, B, OR C
<br />C
<br />SPACES
<br />BUILDING AREA TABLE: CLUBHOUSE BUILDINGS
<br />AMENITY BLDG TYPES
<br />CLUBHOUSE
<br />A/C
<br />NON -A/C
<br />GROSS
<br />CLUBHOUSE BLDG TOTAL
<br />7,598
<br />1,489
<br />9,087
<br />CONFERENCE
<br />0 OCCUPANCY & MEANS OF EGRESS: CLUBHOUSE BUILDING
<br />E SHEET NOTES
<br />OCCUPANCY LOAD (FBC-B TABLE 1004.5 & FFPC
<br />TABLE 7.3.1.2) SEE LIFE SAFETY SHEETS FOR CALCULATIONS
<br />A
<br />REFER TO SHEET Al7.01 FOR GENERAL NOTES
<br />ASSEMBLY (A-3)
<br />AREA / FLOOR AREA PER OCC.
<br />OCCUPANTS
<br />B
<br />RATINGS SHOWN INDICATE REQUIRED SEPARATION RATINGS ONLY,
<br />AMENITY
<br />1,797 S.F. / 15 NET
<br />120
<br />REFER TO SHEET A17.11 FIRE -RESISTANCE RATING REQUIREMENTS FOR
<br />LOUNGE / RECEPTION
<br />871 S.F. / 15 NET
<br />59
<br />BUILDING ELEMENTS AND SHEETS Al7.11 AND A17.11 FOR ALL
<br />VERANDA
<br />707 S.F. 115 NET
<br />48
<br />CONSTRUCTION ASSEMBLIES, ASSEMBLIES REFERENCED WITHIN THESE
<br />FITNESS
<br />1,843 S.F. 150 GROSS
<br />37
<br />DOCUMENTS COMPLY WITH BOTH SETS OF REQUIREMENTS
<br />SPIN / YOGA
<br />724 S.F. 150 GROSS
<br />15
<br />C
<br />OPENINGS INTO AND THROUGH ASSEMBLIES RATED FOR SEPARATION
<br />ACCESSORY STORAGE
<br />SHALL BE PROTECTED AS NOTED ON A17.01, SPECIFICATION SECTION
<br />MECH / ELEC / JAN
<br />236 S.F. 1300 GROSS
<br />1
<br />078413, AND PER CODE REQUIREMENTS
<br />BUSINESS (B)
<br />D
<br />SEE CONTRACTOR'S FIRE PROTECTION DRAWINGS FOR STANDPIPE AND
<br />CONFERENCE / FOCUS ROOMS
<br />537 S.FJ 150 GROSS
<br />HOSE CONNECTION DETAIL, COORDINATE LOCATIONS WITH
<br />LEASING / OFFICE / BREAK
<br />554 S.F./ 150 GROSS
<br />4
<br />ARCHITECTURAL PLANS
<br />TRAVEL DISTANCE (FBC-B TABLE 1017.2 & FFPC 12.2.6.2) FBC-B ALLOWED FFPC ALLOWED _- POSED OF SPRINKLER AREAS AND SPRINKLER SYSTEM TYPE
<br />PF
<br />EXIT ACCESS TO OUTSIDE OF BUILDING 200'-0" 200'-0" 109-6" F LOCATE FIRE EXTINGUISHERS PER FLOOR AS SHOWN AND AS
<br />EXITING REQUIREMENTS FBC-B ALLOWED FFPC ALLOWED PROPOSED OTHERWISE NECESSARY SUCH THAT THE TRAVEL DISTANCE FROM ANY
<br />NUMBER OF EXITS 2 EXITS 2 EXITS 2+ EXITS POINT ON THE FLOOR TO THE NEAREST EXTINGUISHER IS WITHIN 76
<br />G REFER TO ELECTRICAL DRAWINGS FOR EXIT AND EMERGENCY LIGHT
<br />PLUMBING FIXTURE COUNT: CLUBHOUSE BUILDING AND TWO-WAY COMMUNICATIONS SYSTEM LOCATIONS
<br />H CONTRACTOR SHALL COORDINATE WITH THE AHJ AND VERIFY WHETHER
<br />TOTAL OCCUPANTS 288 OCCUPANTS (ASSUMED 50°% MEN 150°% WOMEN) SEPARATE PERMITS SHALL BE REQUIRED FOR THE FIRE ALARM SYSTEM,
<br />FIRE SPRINKLER SYSTEM, AND FIRE SUPPRESSION SYSTEM
<br />FIXTURES COUNTS (FBC-P TABLE 403.1) CLUBHOUSE (A-3) TOTAL J REFER TO DOOR SCHEDULE FOR ALL RATED DOORS AND EGRESS
<br />REQUIRED PROPOSED HARDWARE INFORMATION
<br />MEN'S RESTROOM FIXTURES
<br />WATER CLOSETS 1 1
<br />URINALS - 1 FIRE PROTECTION RESPONSIBILITY
<br />LAVATORIES 1 1
<br />WOMEN'S RESTROOM FIXTURES THE CONTRACTOR'S FIRE PROTECTION ENGINEER SHALL BE THE
<br />WATER CLOSETS 2 2 "ENGINEER OF RECORD' FOR THE FIRE PROTECTION SYSTEM AND SHALL
<br />LAVATORIES 1 1 PREPARE COMPLETE AND FINAL FIRE PROTECTION DESIGN DOCUMENTS
<br />OTHER FIXTURES WITH HYDRAULIC CALCULATIONS, SIGNED AND SEALED, AS DEFINED BY THE
<br />ELECTRIC WATER COOLER 1 1 HI-LO F.A.C. 61G15-32 AND SHALL SUBMIT REQUIRED DOCUMENTATION TO THE
<br />SERVICE SINK 1 1 ARCHITECT FOR GENERAL REVIEW. UPON APPROVAL THE CONTRACTOR
<br />SHALL SUBMIT SIGNED AND SEALED DOCUMENTS TO THE AHJ FOR REVIEW
<br />AND APPROVAL.
<br />*THE REQUIRED POOL FIXTURES ARE LOCATED IN THE POOL PAVILION SET, UNDER DIFFERENT COVER
<br />0 KEYNOTES
<br />01 FIRE EXTINGUISHER IN SEMI -RECESSED CABINET, REFER TO DETAILS,
<br />GENERAL NOTES / LEGEND FOR MOUNTING REQUIREMENTS
<br />02 KNOX BOX FOR EMERGENCY ACCESS BY FIRE DEPARTMENT TO ALL
<br />RESTRICTED ACCESS AREAS FOR THE PROJECT, CONTRACTOR SHALL
<br />PROVIDE AND COORDINATE EXACT LOCATION WITH AHJ
<br />BUILDING EGRESS AND POOL BARRIER
<br />THE DESIGN AND ENGINEERING OF POOL(S), POOL FENCEIGATES, AND POOL
<br />DECK ARE NOT IN THE ARCHITECTS SCOPE. ANY SUCH INFORMATION
<br />SHOWN WITHIN THESE DOCUMENTS IS SCHEMATIC AND SHOWN FOR LIFE
<br />SAFETY REVIEW BY THE AHJ AND FOR COORDINATION WITH THE POOL AREA
<br />DESIGNER(S). IF THE POOL DECK / POOL BARRIER ABUTS OR OTHERWISE
<br />INTEGRATES WITH THE BUILDING AND ASSOCIATED CIRCULATION, THEN THE
<br />FOLLOWING CONSIDERATIONS SHALL BE MADE BY THE OWNER, GENERAL
<br />CONTRACTOR, AND POOL AREA DESIGNER:
<br />REFER TO THE BUILDING'S LIFE SAFETY AND/OR ELECTRICAL PLAN
<br />INDICATING EXIT SIGNS. IF THE FENCING DESIGN ENCLOSES THE'EXI7 INTO
<br />THE POOL DECK, THEN THE POOL DECK SERVES AS PART OF THE MEANS OF
<br />EGRESS AND THE FOLLOWING CODE REQUIREMENTS SHALL APPLY TO THE
<br />POOL DECK:
<br />ILLUMINATION LEVEL OF 1 FC MIN. SHALL BE PROVIDED OR AS
<br />OTHERWISE REQUIRED BY CODE.
<br />EMERGENCY LIGHTING WITH STANDBY POWER SHALL BE PROVIDED
<br />PER CODE.
<br />DISCERNABLE PATH OF EGRESS TRAVEL SHALL BE PROVIDED PER
<br />FITNESS LAWN CODE.
<br />- OUTDOOR GATES FROM SWIMMING POOL DECKS SHALL BE
<br />H OUTSWINGING AND PROVIDED WITH PANIC HARDWARE PER CODE. THE
<br />GATE AND ADJACENT FENCE SHALL BE DESIGNED SUCH THAT THE
<br />PANIC HARDWARE IS NOT ABLE TO BE REACHED THROUGH THE FENCE
<br />OR GATE PER CODE.
<br />PER CODE, WHERE AN ADJACENT DWELLING UNIT, SUCH AS A HOME,
<br />APARTMENT, MOTEL ROOM, OR HOTEL ROOM HAS OPERABLE WINDOW
<br />OPENING DIRECTLY TO THE POOL ENCLOSURE AND THE SILL IS LESS THAN
<br />48" AFF, THEY SHALL BE RESTRICTED TO LESS THAN 4" CLEAR OPENING TO
<br />MAINTAIN THE POOL BARRIER. DIRECT ACCESS FROM SAID DWELLING
<br />-- — —
<br />UNITS TO THE POOL ENCLOSURE SHALL BE THROUGH SELF -CLOSING,
<br />-_ - - -_
<br />SELF -LATCHING LOCKABLE GATES OF 48" MINIMAL HEIGHT FROM THE FLOOR
<br />OR GROUND WITH THE LATCH LOCATED A MINIMUM OF 54" FROM THE
<br />AMENITY - -
<br />BOTTOM OF THE GATE.
<br />PER CODE, DOORED ACCESS FROM THE CLUBHOUSE OR COMMERCIAL
<br />®
<br />FOCUS
<br />SPACE (NOT A DWELLING UNIT, SUCH AS HOME, APARTMENT, MOTEL ROOM
<br />THE POOL DECK
<br />®
<br />®
<br />OR HOTEL ROOM) MAY BE PERMITTED TO ACCESS
<br />PROVIDED THE DOOR MEETS THE SAME SELF -LATCHING, SELF CLOSING
<br />REQUIREMENTS AS A GATE. THE GENERAL CONTRACTOR SHALL
<br />FITNESS
<br />COORDINATE ANY ADDITIONAL REQUIREMENTS FROM THE AHJ, OWNER,
<br />AND MANAGEMENT COMPANY.
<br />THE OWNER OR CONTRACTOR SHALL BE RESPONSIBLE FOR ANY
<br />— —'- -. DEVIATIONS OF THE SHOWN POOL BARRIER AND BUILDING RELATIONSHIP
<br />J — — — — — -- - SCHEMATIC, AND SHALL COORDINATE FOR ADDITIONAL REQUIREMENTS
<br />���� � /OC NOT SHOWN OR OTHERWISE INDICATED.
<br />LEASING RECEPTION
<br />US
<br />01 �.
<br />NIGHT SWIMMING
<br />THE SITE LIGHTING DESIGN DOES NOT ACCOMMODATE FOR NIGHT
<br />SWIMMING.
<br />BREAK L .' JAN / MECH o1
<br />® DES
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<br />109'-6" TRAVEL DISTANCE TO EXIT
<br />s
<br />f==
<br />NJalo
<br />MECH / ELEC
<br />PACKAGE
<br />Clubhouse Life Safety Plan
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<br />ENTRY �
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<br />aFORUME
<br />e ARCHITECTURE &
<br />a
<br />INTERIOR DESIGN, INC.
<br />237 S. Westmonte Drive, Suite 220
<br />Altamonte Springs, FL 32714
<br />407.830.1400
<br />AR97193
<br />www.forumarchitecture.com
<br />Zephyr
<br />Commons
<br />Apartments
<br />City of Zephyrhills, FL
<br />02/17/2022
<br />Karen V Mclntvre
<br />SET DISTRIBUTIONS:
<br />11/24/21 100% DD Set
<br />12123/21 Owner Review Set
<br />02/1712" Permit Set
<br />0 SHEET REVISIONS:
<br />i
<br />I PROJECT NO. 4097
<br />Clubhouse - Code
<br />Compliance, Life
<br />Safety & Assemblies
<br />A17.11
<br />1 /8" = 1'-0"
<br />
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