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E ASSEMBLIES
<br />PAINTING GENERAL DATA
<br />11
<br />a)
<br />CU
<br />U)
<br />TYPICAL AT EXTERIOR WALLS AT FINISHED INTERIOR SPACE
<br />EXTERIOR FINISH PER ELEVATIONS:
<br />A. 5/8" MIN CEMENT PLASTER FINISH, DIRECTLY
<br />APPLIED
<br />NONRATED
<br />I
<br />I
<br />I
<br />I
<br />I
<br />I
<br />CMU WALL PER STRUCTURAL DRAWINGS, 8" (MIN) UNO
<br />PT 2x WOOD FURRING AT 24" OC MAX
<br />I
<br />i
<br />CONTINUOUS PERFORATED RADIANT FOIL INSULATION
<br />I
<br />I
<br />I
<br />(1) LAYER 1/2" GYPSUM BOARD
<br />FINT
<br />I
<br />I
<br />I
<br />EXT j
<br />TYPICAL AT EXTERIOR WALLS AT UNCONDITIONED / UNFINISHED SPACE
<br />C-16
<br />I
<br />--
<br />EXTERIOR FINISH PER ELEVATIONS:
<br />A. 5/8" MIN CEMENT PLASTER FINISH, DIRECTLY APPLIED
<br />NON RATED
<br />I
<br />I
<br />I
<br />I
<br />I
<br />I
<br />I
<br />I
<br />I
<br />I
<br />I
<br />I
<br />I
<br />CMU WALL PER STRUCTURAL DRAWINGS, 8" (MIN) UNO
<br />I
<br />I
<br />PAINT FINISH AT EXPOSED SURFACES
<br />I
<br />I
<br />EXT i
<br />INT
<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 />SYSTEM REQUIREMENTS
<br />(1) LAYER 1/2"-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 />UNO BY OWNER / INTERIOR DESIGNER
<br />DOOR SCHEDULE - AMENITIES BUILDING
<br />O
<br />DOOR
<br />FRAME
<br />RATING
<br />HARDWARE
<br />REMARKS
<br />DESC.
<br />TYPE
<br />SIZE
<br />MATL.
<br />MARK
<br />W
<br />H
<br />MATL.
<br />1
<br />EXT
<br />2P
<br />3'4"
<br />6'-8"
<br />MTL
<br />MTL
<br />--
<br />1
<br />--
<br />2
<br />EXT
<br />OH
<br />9-0"
<br />T-0"
<br />MTL
<br />MTL
<br />m
<br />2
<br />- -
<br />DOOR TYPES
<br />2P
<br />2-PANEL DOOR
<br />DOOR HARDWARE
<br />rMENIMI i
<br />I ININIi
<br />OH
<br />OVERHEAD GARAGE DOOR
<br />1 - DEADBOLT - KEYED OUTSIDE, BLIND INSIDE
<br />-PASSAGE LATCH
<br />- (1 1/2) PAIR 4"x4" SPRING HINGES
<br />- BOTTOM SWEEP & DOOR SEAL
<br />2 -MANUFACTURER'S STANDARD HARDWARE
<br />-PROVIDE ELECTRIC GARAGE DOOR OPENER
<br />-PROVIDE GARAGE DOOR OPENER KEYPAD CONTROL ON EXTERIOR
<br />JAMB
<br />-PROVIDE GARAGE DOOR OPENER PUSHBUTTON CONTROL ON INTERIOR
<br />JAMB
<br />-PROVIDE MANUAL EXTERNAL EMERGENCY KEY RELEASE
<br />1. REFER TO, AND COORDINATE WITH, INTERIOR FINISH SCHEDULE AND SEPARATE DOCUMENTS PREPARED BY
<br />INTERIOR DESIGNER AND/OR OWNER, WHEN APPLICABLE, FOR SPECIFIC PAINT SELECTIONS, COLORS, FINISH
<br />TEXTURES, AND OTHER REQUIREMENTS.
<br />2. ALL EXTERIOR VENTS AND EQUIPMENT THAT ARE VISIBLE ON EXTERIOR OF BUILDING SHALL BE PAINTED A
<br />COLOR TO MATCH THE ADJACENT SURFACE, UNO.
<br />3. ALL COLOR TRANSITIONS SHALL BE ON THE INSIDE CORNERS, UNLESS OTHERWISE SPECIFIED IN COLOR
<br />STUDY ELEVATIONS.
<br />4. CONTACT THE OWNER OR ARCHITECT IF THERE ARE ANY QUESTIONS PRIOR TO PAINTING.
<br />5. PREPARATION AND APPLICATION OF PRIMER AND FINISH PAINT PRODUCTS SHALL BE DONE PER THE
<br />MANUFACTURER'S WRITTEN INSTRUCTIONS.
<br />6. ALL GYPSUM BOARD FINISHED SURFACES IN CONDITIONED AND NON -CONDITIONED SPACES SHALL BE
<br />PAINTED AS SPECIFIED, UNO.
<br />CABINETS & COUNTERTOPS
<br />1. VANITY BASE CABINETS SHALL BE 21" DEEP WITH 22" TOPS, UNO. REFER TO INTERIOR ELEVATIONS FOR
<br />HEIGHTS. COUNTERTOP OVERHANG AT THE EXPOSED END OF THE VANITY CABINET SHALL NOT BE MORE
<br />THAN 1".
<br />2. KITCHEN BASE CABINETS TO BE 24" DEEP WITH 25" TOPS, UNO. UPPER CABINETS TO BE 12" DEEP. REFER TO
<br />INTERIOR ELEVATIONS FOR HEIGHTS.
<br />3. CONTRACTOR OR CABINET MANUFACTURER TO FIELD VERIFY FINISH TO FINISH DIMENSIONS PRIOR TO
<br />FABRICATION OF CABINETS.
<br />4. ALL EXPOSED FINISHED SURFACES SHALL MATCH THE COLOR AND FINISH OF THE ADJACENT FINISHED
<br />SURFACE; INCLUDING EXPOSED CABINET ENDS SHALL MATCH CABINET FRONT.
<br />5. ALL WALLS / PARTITIONS SUPPORTING WALL HUNG CABINETS SHALL HAVE FRAMING WITH 2 X 4 STUDS
<br />AT 16" O.C. MAX. OR 2 X 6 STUDS AT 24" O.C. MAX., UNO.
<br />E ABBREVIATION LEGEND
<br />AC
<br />Air Conditioned(er)
<br />FPM
<br />Feet Per Minute
<br />PRE-ENG
<br />Pre-engineered
<br />AFF
<br />Above Finish Floor
<br />FR
<br />Fire Rated
<br />PSF
<br />Pounds Per Square Foot
<br />AHJ
<br />Authority Having Jurisdiction
<br />FRCP
<br />Fiber Reinforced Cement
<br />PSI
<br />Pounds Per Square Inch
<br />AHU
<br />Air Handler Unit
<br />Plaster
<br />P-T
<br />Post Tension
<br />ALT
<br />Alternate
<br />FRP
<br />Fiber Reinforced Panel
<br />PT
<br />Pressure Treated Wood
<br />ALUM
<br />Aluminum
<br />FRT
<br />Fire Retardant Treated
<br />PTAC
<br />Package Terminal AC
<br />APT
<br />Apartment
<br />FT
<br />Foot / Feet
<br />PTD
<br />Painted
<br />BALC
<br />Balcony
<br />FTG
<br />Footing
<br />PVC
<br />Poly Vinyl Chloride
<br />BFF
<br />Below Finish Floor
<br />FND
<br />Foundation
<br />QT
<br />Quarry Tile
<br />BLDG
<br />Building
<br />FOB
<br />Face of Beam
<br />RAD
<br />Radius
<br />BLKG
<br />Blocking
<br />FOS
<br />Face of Stud
<br />RCP
<br />Reflected Ceiling Plan
<br />BM
<br />Beam
<br />GA
<br />Gauge
<br />REF
<br />Reference
<br />BR
<br />Bedroom
<br />GALV
<br />Galvanized
<br />REFRIG
<br />Refrigerator
<br />BRG
<br />Bearing
<br />GAR
<br />Garage
<br />REINF
<br />Reinforce(ed/ing)
<br />BRZWY
<br />Breezeway
<br />GC
<br />General Contractor
<br />REQD
<br />Required
<br />BTM
<br />Bottom
<br />GLS
<br />Glass
<br />RM
<br />Room
<br />CAB
<br />Cabinet
<br />GLZ
<br />Glazing
<br />RO
<br />Rough Opening
<br />CALC
<br />Calculation
<br />GYPBD
<br />Gypsum Board
<br />RS
<br />Rough Sawn
<br />CER
<br />Ceramic
<br />HC
<br />Hollow Core
<br />RSC
<br />Rough Sawn Cedar
<br />CFM
<br />Cubic Feet Per Minute
<br />HB
<br />Hose Bibb
<br />SAN
<br />Sanitary
<br />CFS
<br />Clear Floor Space
<br />HDR
<br />Header
<br />SC
<br />Solid Core
<br />CIP
<br />Cast In Place
<br />HDW
<br />Hardware
<br />SCH
<br />Schedule
<br />CJ
<br />Control Joint
<br />HORIZ
<br />Horizontal
<br />SEP
<br />Separation
<br />CL
<br />Center Line
<br />HR
<br />Hour
<br />SF
<br />Square Feet
<br />CLG
<br />Ceiling
<br />HT
<br />Height
<br />SGD
<br />Sliding Glass Door
<br />CLOS
<br />Closet
<br />HVAC
<br />Heating, Venting & AC
<br />SHT
<br />Sheet
<br />CLR
<br />Clear
<br />IBC
<br />International Building Code
<br />SHTG
<br />Sheathing
<br />CMU
<br />Concrete Masonry Unit
<br />ID
<br />Interior Design
<br />SIM
<br />Similar
<br />COL
<br />Column
<br />IN
<br />Inch / Inches
<br />SOG
<br />Slab On Grade
<br />CONC
<br />Concrete
<br />INST
<br />Installation
<br />SP
<br />Spring Point
<br />COND
<br />Condenser / Condensate
<br />INSUL
<br />Insulation (ed)
<br />SPEC
<br />Specifications
<br />CONT
<br />Continuous
<br />INT
<br />Interior
<br />SPF
<br />Spruce -Pine -Fur
<br />CORR
<br />Corridor
<br />JB
<br />Junction Box
<br />SQ
<br />Square
<br />CID
<br />Cement Plaster
<br />JST
<br />Joist
<br />SS
<br />Stainless Steel
<br />CPT
<br />Carpet
<br />JT
<br />Joint
<br />STC
<br />Sound Transmission Class
<br />CT
<br />Ceramic Tile
<br />KDAT
<br />Kiln Dried After Treatment
<br />STD
<br />Standard
<br />CW
<br />Cold Water
<br />KIT
<br />Kitchen
<br />STL
<br />Steel
<br />D
<br />Dryer
<br />LAM
<br />Laminate
<br />STO
<br />Storage
<br />DIA
<br />Diameter
<br />LAV
<br />Lavatory
<br />SW
<br />Shear Wall
<br />DIM
<br />Dimension
<br />LF
<br />Linear Feet
<br />SYM
<br />Symmetrical
<br />DN
<br />Down
<br />LIN
<br />Linen
<br />SYP
<br />Southern Yellow Pine
<br />DIN
<br />Dining
<br />LR
<br />Living Room
<br />T&B
<br />Top & Bottom
<br />DP
<br />Deep
<br />LT
<br />Light
<br />T&G
<br />Tongue & Groove
<br />DR
<br />Door
<br />MAX
<br />Maximum
<br />TB
<br />Towel Bar
<br />DS
<br />Down Spout
<br />MECH
<br />Mechanical
<br />TEMP
<br />Tempered
<br />DTL
<br />Detail
<br />MEM
<br />Membrane
<br />THK
<br />Thick
<br />DW
<br />Dishwasher
<br />MEP
<br />Mechanical, Electrical,
<br />TPD
<br />Toilet Paper Dispenser
<br />DWG
<br />Drawing
<br />Plumbing
<br />TPH
<br />Toilet Paper Holder
<br />EA
<br />Each
<br />MFR
<br />Manufacturer (ed)
<br />T.O.
<br />Top of
<br />ELEC
<br />Electric (al)
<br />MIN
<br />Minimum
<br />TOS
<br />Top of Slab
<br />ELEV
<br />Elevation
<br />MIR
<br />Mirror
<br />TOFD
<br />Top of Floor Deck
<br />ENG
<br />Engineer(ed)
<br />MISC
<br />Miscellaneous
<br />TS
<br />Tube Steel
<br />EOS
<br />Edge of Slab
<br />MPH
<br />Miles Per Hour
<br />TYP
<br />Typical
<br />EQ
<br />Equal
<br />MR
<br />Moisture Resistant
<br />UL
<br />Underwriters Laboratory
<br />EQUIV
<br />Equivalent
<br />MTD
<br />Mounted
<br />UNO
<br />Unless Noted Otherwise
<br />EWC
<br />Electric Water Cooler
<br />MTL
<br />Metal
<br />VC
<br />Vinyl Covered
<br />EXP
<br />Expansion
<br />NUM/#
<br />Number
<br />VCT
<br />Vinyl Composite Tile
<br />EXT
<br />Exterior
<br />NOM
<br />Nominal
<br />VER
<br />Verify
<br />EXTG
<br />Existing
<br />NRC
<br />Noise Reduction Class
<br />VERT
<br />Vertical
<br />FACP
<br />Fire Alarm Control Panel
<br />NTS
<br />Not To Scale
<br />VIF
<br />Verify In Field
<br />FB
<br />Fire Blocking
<br />OC
<br />On Center
<br />VLT
<br />Vault
<br />FBC
<br />Florida Building Code
<br />OCC
<br />Occupancy / Occupant
<br />VWC
<br />Vinyl Wail Covering
<br />FD
<br />Floor Drain
<br />OFW
<br />Outside Face of Wall
<br />W
<br />Washer
<br />FE
<br />Finish Elevation
<br />OSB
<br />Oriented Strand Board
<br />W/
<br />With
<br />FF
<br />Finished Floor
<br />PAN
<br />Pantry
<br />W/D
<br />Washer/Dryer Combination
<br />FIN
<br />Finish(ed)
<br />PKG
<br />Package
<br />W/o
<br />Without
<br />FJS
<br />Finger Jointed Studs
<br />PLAM
<br />Plastic Laminate
<br />WC
<br />Water Closet
<br />FLR
<br />Floor
<br />PLB
<br />Plumb
<br />WD
<br />Wood
<br />FM
<br />Field Measure
<br />PLMG
<br />Plumbing
<br />WDW
<br />Window
<br />FOM
<br />Face of Masonry / Concrete
<br />PLF
<br />Pounds Per Linear Foot
<br />WIC
<br />Walk In Closet
<br />FP
<br />Fire Protection
<br />PLYWD
<br />Plywood
<br />WH
<br />Water Heater
<br />1. CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLYING WITH ALL APPLICABLE CODES AND MUST NOTIFY
<br />ARCHITECT OF DISCREPANCIES INDICATED BY THESE DOCUMENTS FOUND DURING BIDDING AND PRIOR TO
<br />PROCEEDING WITH THE WORK.
<br />2. DRAWINGS ARE DEVELOPED TO ILLUSTRATE SIZE, ASSEMBLY, RELATIONSHIP, QUANTITY, AND IDENTIFICATION
<br />OF BUILDING COMPONENTS. DRAWINGS WORK IN CONJUNCTION WITH SPECIFICATIONS, PRODUCT
<br />MANUFACTURER'S RECOMMENDATIONS, AND INDUSTRY STANDARDS REGARDING EXACT REQUIREMENTS OF
<br />PRODUCTS, INSTALLATION QUALITY, STANDARD EXECUTION OF WORK, AND CLASSIFICATIONS.
<br />3. ALL TRADES MUST REVIEW ALL CONSTRUCTION DOCUMENTS AND ARE RESPONSIBLE FOR ALL WORK
<br />ASSOCIATED WITH THEIR TRADES IN THESE DOCUMENTS AND SHALL COORDINATE AND SEQUENCE THEIR
<br />WORK WITH OTHER TRADES, DO NOT BASE SCOPE OF WORK SOLELY ON A REVIEW OF THE SHEETS
<br />TYPICALLY ASSOCIATED WITH THE TRADE'S SCOPE OF WORK.
<br />4. DO NOT SCALE DRAWINGS. USE ONLY PRINTED DIMENSIONS.
<br />5. THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS, SHALL VERIFY EXISTING AND
<br />PROPOSED TOPOGRAPHY AND GRADE ELEVATIONS, AND SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES
<br />PRIOR TO PROCEEDING WITH THE PROJECT.
<br />6. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR AND HAVE CONTROL OVER CONSTRUCTION MEANS,
<br />METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES, INCLUDING ALL SAFETY PRECAUTIONS AND
<br />PROGRAMS. THE CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR PROPER INSTALLATION AND APPLICATION
<br />OF ALL MATERIALS AND PRODUCTS AS REQUIRED PER THE MANUFACTURER'S WRITTEN REQUIREMENTS,
<br />QUALITY CONTROL, AND FOR COORDINATING ALL PORTIONS OF THE WORK.
<br />7. DIMENSIONS SHOWN ARE TO FACE OF THE SPECIFIED BUILDING MATERIAL; (CONCRETE, CMU, WOOD/METAL
<br />STUD, ETC.), AND TO CENTERLINE OF OPENINGS, UNO.
<br />8. IF REQUIRED BY THE AHJ, THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND SUBMITTING
<br />PRODUCT APPROVAL DOCUMENTATION TO THE AHJ IN THE FORM REQUIRED BY THE AHJ. THE CONTRACTOR
<br />MUST FIRST SUBMIT THE PRODUCT DOCUMENTATION TO THE ARCHITECT FOR REVIEW AND APPROVAL
<br />BEFORE SUBMITTING TO THE AHJ.
<br />9. ANY ERRORS, OMISSIONS OR INCONSISTENCIES DISCOVERED IN THE DOCUMENTS, OR ANY VARIATION OR
<br />AMBIGUITIES BETWEEN THESE DRAWINGS AND ACTUAL SITE AND CONSTRUCTION CONDITIONS AND/OR
<br />REQUIREMENTS, SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT. IF A DISCREPANCY IS FOUND IN
<br />THE CONTRACT DOCUMENTS, THE ARCHITECT SHALL BE NOTIFIED IMMEDIATELY IN WRITING.
<br />10. ANY ON SITE OBSERVATIONS BY THE ARCHITECT SHALL BE IN THE FORM OF RANDOM OBSERVATIONS ONLY
<br />AND DO NOT RELIEVE THE CONTRACTOR FROM HIS RESPONSIBILITY OF BUILDING ACCORDING TO THE
<br />APPROVED CONSTRUCTION DOCUMENTS, IN ACCORDANCE WITH APPLICABLE CODES AND STANDARDS, AND
<br />AS REQUIRED BY THE AHJ.
<br />11. ALL MATERIALS IN DIRECT CONTACT WITH OTHER MATERIALS SHALL BE COMPATIBLE AND COMPLY WITH THE
<br />MANUFACTURER'S INSTALLATION REQUIREMENTS.
<br />12. ALL MATERIALS AND PRODUCTS INDICATED ON THE DRAWINGS SHALL BE AS SPECIFIED, UNO. SEE PROJECT
<br />MANUAL SPECIFICATIONS.
<br />13. THE CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE AND INSTALL AN IDENTIFYING SYMBOL ON
<br />STRUCTURES CONSTRUCTED WITH A LIGHT -FRAME TRUSS COMPONENT IN A MANNER SUFFICIENT TO COMPLY
<br />WITH THE STATE OF FLORIDA FIRE MARSHAL'S OFFICE IN ACCORDANCE WITH FLORIDA STATUTE 633.027, PER
<br />THE REQUIREMENTS OF THE FLORIDA ADMINISTRATIVE CODE RULE 69A-60.0081, AND AS DETERMINED BY THE
<br />AHJ.
<br />SITE WORK & FOUNDATION
<br />1. FOUNDATION DESIGNS ARE BASED ON AN ESTIMATED SOIL BEARING VALUE OR ACTUAL VALUE AS SPECIFIED
<br />BY A GEOTECHNICAL ENGINEER AND NOTED ON THE DRAWINGS. FOUNDATIONS AND SLABS ARE DESIGNED
<br />TO UNIFORMLY BEAR ON WELL COMPACTED, WELL DRAINED NON -EXPANSIVE SOILS. A CERTIFIED SOILS
<br />ENGINEER SHALL REVIEW FOUNDATION DESIGNS, BUILDING LOADS, AND COMPARE WITH SUBSURFACE SOIL
<br />INVESTIGATION RECOMMENDATIONS. SHOULD ON -SITE OBSERVATIONS SHOW THAT FOOTINGS SHOWN HERE
<br />ARE NOT SATISFACTORY, THE ARCHITECT SHALL BE CONTACTED IMMEDIATELY FOR REVISED DESIGNS.
<br />2. THE CONTRACTOR SHALL PROVIDE ALL OF THE FOLLOWING SITE REQUIRED ITEMS, BUT NOT LIMITED TO: SITE
<br />UTILITIES, SLEEVES, CONDUIT, PULL BOXES, STRUCTURAL BASES, FOOTINGS, ETC. DESCRIBED OR REQUIRED
<br />AS PART OF A COMPLETE SYSTEM ON CIVIL ENGINEERING, LANDSCAPE, SWIMMING POOL, ARCHITECTURAL,
<br />STRUCTURAL, MECHANICAL, ELECTRICAL OR PLUMBING DRAWINGS. COORDINATE FULLY WITH ALL UTILITY
<br />COMPANIES TO DETERMINE WHAT COMPONENTS ARE PROVIDED BY THE UTILITY COMPANIES. THE GENERAL
<br />CONTRACTOR IS RESPONSIBLE FOR ALL ITEMS NOT SUPPLIED BY THE UTILITY COMPANY.
<br />3. REFER TO CIVIL ENGINEER'S SITE PLAN AND DETAILS FOR ACTUAL BUILDING LOCATIONS, FINISHED GRADES,
<br />FLOOR ELEVATIONS, UTILITIES, DRAINAGE, AND ALL INFORMATION RELATED TO THE PROJECTS ON -SITE
<br />DEVELOPMENT AND OFF -SITE REQUIREMENTS, IF APPLICABLE.
<br />4. REFER TO LANDSCAPE ARCHITECTS AND/OR POOL DESIGNER'S PLANS FOR LANDSCAPING, FENCES, POOL
<br />DESIGN, IRRIGATION, EXTERIOR FURNISHINGS, TRAFFIC CONTROL, AND OTHER DECORATIVE LIGHT FIXTURES,
<br />ETC.
<br />SHEET INDEX
<br />0 ARCHITECTURAL SHEETS Zephyr
<br />A20.01 Sheet Index, Code Compliance & General Notes
<br />A2.01 Architectural Site Plan
<br />Commons
<br />STRUCTURAL SHEETS
<br />S20.30 General Structural Notes Maintenance & Trash
<br />S20.31 Foundation & Roof Framing Plans
<br />S20.32 Structural Sections & Details Compactor
<br />S20.33 Structural Sections & Details
<br />S20.34 Structural Sections & Details City of Zephyrhills, FL
<br />S20.35 Structural Sections & Details
<br />S20.36 Structural Sections & Details
<br />ARCHITECTURAL SHEETS
<br />A20.21 Plans & Elevations
<br />A20.22 Section Details
<br />0 PLUMBING SHEETS
<br />P14.00 Apartments Symbols, Abbreviations & General Notes - Plumbing
<br />P14.01 Site Plan - Plumbing
<br />P20.41 Floor Plan - Plumbing
<br />MECHANICAL SHEETS PROJECT INFORMATION
<br />M15.00 Apartments Symbols, Abbreviations & General Notes - Mech DESCRIPTION: Proposed new Maintenance Building and Trash
<br />M15.01 Site Plan - Mechanical Compactor Enclosure
<br />M20.42 Floor Plan - Mechanical LOCATION: NE of Gall Blvd & Pretty Pond Rd I Zephyrhills, FL
<br />M20.42A Energy Calculations - Mechanical
<br />ELECTRICAL SHEETS PROJECT TEAM
<br />E16.00 Apartments Symbols, Abbreviations & General Notes - Electrical
<br />E16.01 Site Plan - Electrical OWNER: SF Zephyr Commons Outparcels, LP
<br />E20.43 Floor Plan - Electrical 400 Clematis Street, Suite 201 1 West Palm Beach, FL 33401
<br />678.977.3362 1 taddison@nadg.com
<br />CODE COMPLIANCE: MAINT. BLDG & TRASH COMPACTOR
<br />OCCUPANCY TYPE UTILITY (GROUP U)
<br />CONSTRUCTION TYPE TYPE V-B
<br />FIRE SPRINKLER NONSPRINKLERED
<br />AREA & HEIGHT LIMITATION ALLOWED PROPOSED
<br />MAX HEIGHT (FBC-B 504.3) 40'-0" 15'-0"
<br />MAX NUMBER OF STORIES (FBC-B 504.4) 1 STORY 1 STORY
<br />MAXIMUM AREA PER FLOOR (FBC-B 506.2) 5,500 S.F. 880 S.F. LLC.
<br />U. CLEARANCE BETWEEN EXTERIOR WALL COVERINGS AND FINAL GRADE ON THE EXTERIOR OF BUILDING SHALL MEP ENGINEERS: Joseph, Lawrence, Q. Co,
<br />NOT BE LESS THAN 61NCHES, UNO. 1180 Hardwood Ave, Suite 3000 1 Altamonte Springs, FL 32714
<br />BUILDING AREA TABLE: MAINT. BLDG &TRASH COMPACTOR 321.972.4466 � adam.barney@jlceng.com
<br />� WEATHERNVATER INTRUSION PREVENTION
<br />1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROPER INSTALLATION OF ALL MATERIALS REQUIRED TO
<br />PREVENT WATER INTRUSION, INCLUDING BUT NOT LIMITED TO; FLASHINGS, WEATHERIWATER-RESISTIVE
<br />BARRIERS (BUILDING WRAP), SELF -ADHERING MEMBRANES, AND SEALANTS AS INDICATED ON THE DRAWINGS
<br />OR AS OTHERWISE REQUIRED IF NOT INDICATED.
<br />2. ALL PENETRATIONS THROUGH THE EXTERIOR CLADDING SYSTEM SHALL BE PROPERLY SEALED.
<br />DECAY & TERMITE PROTECTION
<br />1. ALL BUILDINGS SHALL HAVE TERMITE PROTECTION AGAINST SUBTERRANEAN TERMITES, INCLUDING SOIL
<br />APPLIED PESTICIDES, BAIT SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF
<br />TERMITE PROTECTION LABELED FOR USE AS PREVENTATIVE TREATMENT TO NEW CONSTRUCTION TO COMPLY
<br />WITH APPLICABLE BUILDING CODE AND THE AHJ.
<br />2. THE CONTRACTOR SHALL PROVIDE TERMITE PROTECTION AS REQUIRED BY ALL APPLICABLE CODES. TERMITE
<br />PROTECTION SHALL BE INSTALLED BY A LICENSED PEST CONTROL COMPANY PER THE TERMITICIDE
<br />MANUFACTURER'S RECOMMENDATIONS AND IN ACCORDANCE WITH APPLICABLE RULES AND LAWS
<br />ESTABLISHED BY THE STATE.
<br />3. THE TERMITE PROTECTION SHALL BE PROVIDED BY USING REGISTERED TERMITICIDES. THE TREATMENT
<br />SHALL COMPLY WITH APPLICABLE RULES AND LAWS ESTABLISHED BY THE STATE,
<br />4. A PERMANENT SIGN WHICH IDENTIFIES THE TERMITE TREATMENT PROVIDER AND NEED FOR REINSPECTION
<br />AND TREATMENT CONTRACT RENEWAL SHALL BE PROVIDED AND POSTED AS REQUIRED BY CODE OR BY THE
<br />AHJ. IF REQUIRED BY THE AHJ, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE AHJ BY A LICENSED
<br />PEST CONTROL COMPANY,
<br />5. CONDENSATE AND ROOF DOWNSPOUTS SHALL DISCHARGE AT LEAST 1'-0" AWAY FROM BUILDING SIDEWALLS,
<br />UNO.
<br />6. ALL WOOD FRAMING MEMBER AND FURRING STRIPS IN CONTACT WITH OR ATTACHED DIRECTLY TO MASONRY
<br />OR CONCRETE SHALL BE OF APPROVED PRESERVATIVE TREATED (PT) WOOD AND ALL FASTENERS AND
<br />ANCHORS TO BE COMPATIBLE.
<br />7. PROVIDE CODE REQUIRED CLEARANCE AT EXTERIOR WALL BETWEEN WALL COVERING AND FINAL GRADE FOR
<br />TERMITE INSPECTION.
<br />FIRE EXTINGUISHERS
<br />1. PORTABLE FIRE EXTINGUISHERS SHALL BE PROVIDED IN EACH BUILDING AS REQUIRED AND SPECIFIED IN
<br />NFPA 10, PORTABLE FIRE EXTINGUISHER SHALL BE INSTALLED IN LOCATIONS INDICATED ON THE DRAWINGS
<br />OR MINIMUM OF (1) FIRE EXTINGUISHER PER BREEZEWAY, CORRIDOR, GENERAL BUILDING AREA, OR AS
<br />OTHERWISE REQUIRED BY THE AHJ. FIRE EXTINGUISHERS SHALL BE LOCATED (1) PER FLOOR, WITH A
<br />MAXIMUM TRAVEL DISTANCE OF 75 FEET TO THE EXTINGUISHER OR AS REQUIRED BY THE AHJ. EACH
<br />EXTINGUISHER SHOULD HAVE A MINIMUM RATING OF 2A:10-B:C, UNO.
<br />2. WHERE REQUIRED OR AS INDICATED ON THE DRAWINGS, PROVIDE PORTABLE FIRE EXTINGUISHERS IN EACH
<br />INDIVIDUAL RESIDENTIAL DWELLING UNIT AS RECOMMENDED BY NFPA 10 AND INSTALLED AS INDICATED ON
<br />THE DRAWINGS OR AT A MINIMUM OF (1) FIRE EXTINGUISHER PER FLOOR LEVEL OF A LIVING UNIT WITH A
<br />MAXIMUM TRAVEL DISTANCE OF 40 FEET TO THE EXTINGUISHER OR AS REQUIRED BY LOCAL AHJ. EACH
<br />EXTINGUISHER SHOULD HAVE A MINIMUM RATING OF 2A:10-B:C, UNO.
<br />3. WHERE APPLICABLE, COMMERCIAL KITCHEN AREAS (INCLUDING OUTDOOR KITCHEN AREAS) SHALL BE
<br />PROVIDED WITH WET CHEMICAL TYPE, CLASS K FIRE EXTINGUISHERS PER NFPA-10, SIZE AS REQUIRED BY THE
<br />AHJ.
<br />BUILDING TYPE
<br />MAINTENANCE BUILDING & TRASH COMPACTOR ENCLOSURE
<br />A/C
<br />NON -A/C
<br />GROSS
<br />BUILDING TOTAL
<br />293
<br />587
<br />880
<br />SYMBOLS LEGEND
<br />q CENTERLINE OF BUILDING/OBJECT
<br />UD OO NUMBERED DOOR SYMBOLS
<br />ho'.0/1- ELEVATION TARGET, INDICATES HGT AFF
<br />a% KEY NOTE WITH LEADER INDICATOR
<br />QREVISION DELTA
<br />TITLE MARKER
<br />O LETTERED WINDOW SYMBOL
<br />COMPLETE SECTION:
<br />X DETAIL NUMBER
<br />LOCATION & DIRECTION OF CUT
<br />NOTE
<br />' •XX SHEET ON WHICH DETAIL APPEARS
<br />PARTIAL SECTION:
<br />X DETAIL NUMBER
<br />LOCATION & DIRECTION OF CUT
<br />NOTE
<br />AX•XX SHEET ON WHICH DETAIL APPEARS
<br />A ELEVATION:
<br />x DETAIL NUMBER
<br />DETAIL DIVISION
<br />' SHEET ON WHICH DETAIL APPEARS
<br />ASSEMBLY TAG:
<br />WALL DESIGNATION
<br />ARCHITECT: Forum Architecture & Interior Design
<br />237 S. Westmonte Drive, Suite 220 1 Altamonte Springs, FL 32714
<br />407.830.1400 1 kmcintyre@forumarchitecture.com
<br />STRUCTURAL ENGINEERS: Structural Concepts & Design, LLC
<br />2965 West State Road 434, Suite 100 1 Longwood, FL 32779
<br />407.682.2086 1 cscroggins@scd-eng.com
<br />+LL WORK SHALL COMPLY WITH PREVAILING
<br />CODE: FLORIDA BUILDING CODE,
<br />NATIONAL ELECTRIC CODE,
<br />AND THE CITY OF ZEPHYRHILLS
<br />ORDINANCES
<br />REVIEW DATE: 2
<br />CITY OF ZEPHYRHILLS
<br />BUILDING OFFICIAL
<br />ISSUE HISTORY
<br />02/17/22 Permit Set
<br />FORUME
<br />ARCHITECTURE &
<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 McIntyre
<br />A r%^AA -fAA n
<br />i
<br />SET DISTRIBUTIONS:
<br />11/24/21 100% DD Set
<br />12/23/21 Owner Review Set
<br />02/17/22 Permit Set
<br />0 SHEET REVISIONS:
<br />PROJECT NO. 4097
<br />Title Sheet, Drawing
<br />Index & Issue History
<br />r
<br />A20.01
<br />
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