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<br />N
<br />L0
<br />0
<br />N
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<br />0
<br />LO
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<br />a -
<br />ABBREVIATION LEGEND 0 SOUND TRANSMISSION CLASS E DECAY & TERMITE PROTECTION ■ GENERAL DATA
<br />AC
<br />AFF
<br />AHJ
<br />AHU
<br />ALT
<br />ALUM
<br />APT
<br />BALC
<br />BFF
<br />BLDG
<br />BLKG
<br />BM
<br />BR
<br />BRG
<br />BRZWY
<br />BTM
<br />CAB
<br />CALC
<br />CER
<br />CFM
<br />CFS
<br />CIP
<br />CJ
<br />CL
<br />CLG
<br />CLOS
<br />CLR
<br />CMU
<br />COL
<br />CONC
<br />COND
<br />CONT
<br />CORR
<br />CID
<br />CPT
<br />CT
<br />CW
<br />D
<br />DIA
<br />DIM
<br />DN
<br />DIN
<br />DP
<br />DR
<br />DS
<br />DTL
<br />DW
<br />DWG
<br />EA
<br />ELEC
<br />ELEV
<br />ENG
<br />EOS
<br />EQ
<br />EQU1V
<br />EWC
<br />EXP
<br />EXT
<br />EXTG
<br />FACP
<br />FB
<br />FBC
<br />FD
<br />FE
<br />FF
<br />FIN
<br />FJS
<br />FLR
<br />FM
<br />FOM
<br />FP
<br />FPM
<br />FR
<br />FRCP
<br />FRP
<br />FT
<br />FTG
<br />FND
<br />FOB
<br />FOS
<br />GA
<br />GALV
<br />GAR
<br />GC
<br />GLS
<br />GLZ
<br />GYPBD
<br />HC
<br />HB
<br />HDR
<br />HDW
<br />HORIZ
<br />HR
<br />HT
<br />HVAC
<br />IBC
<br />ID
<br />IN
<br />INST
<br />INSUL
<br />INT
<br />JB
<br />JST
<br />JT
<br />Air Conditioned(er)
<br />Above Finish Floor
<br />Authority Having Jurisdiction
<br />Air Handler Unit
<br />Alternate
<br />Aluminum
<br />Apartment
<br />Balcony
<br />Below Finish Floor
<br />Building
<br />Blocking
<br />Beam
<br />Bedroom
<br />Bearing
<br />Breezeway
<br />Bottom
<br />Cabinet
<br />Calculation
<br />Ceramic
<br />Cubic Feet Per Minute
<br />Clear Floor Space
<br />Cast In Place
<br />Control Joint
<br />Center Line
<br />Ceiling
<br />Closet
<br />Clear
<br />Concrete Masonry Unit
<br />Column
<br />Concrete
<br />Condenser / Condensate
<br />Continuous
<br />Corridor
<br />Cement Plaster
<br />Carpet
<br />Ceramic Tile
<br />Cold Water
<br />Dryer
<br />Diameter
<br />Dimension
<br />Down
<br />Dining
<br />Deep
<br />Door
<br />Down Spout
<br />Detail
<br />Dishwasher
<br />Drawing
<br />Each
<br />Electric (al)
<br />Elevation
<br />Engineer(ed)
<br />Edge of Slab
<br />Equal
<br />Equivalent
<br />Electric Water Cooler
<br />Expansion
<br />Exterior
<br />Existing
<br />Fire Alarm Control Panel
<br />Fire Blocking
<br />Florida Building Code
<br />Floor Drain
<br />Finish Elevation
<br />Finished Floor
<br />Finish(ed)
<br />Finger Jointed Studs
<br />Floor
<br />Field Measure
<br />Face of Masonry / Concrete
<br />Fire Protection
<br />Feet Per Minute
<br />Fire Rated
<br />Fiber Reinforced Cement Plaster
<br />Fiber Reinforced Panel
<br />Foot / Feet
<br />Footing
<br />Foundation
<br />Face of Beam
<br />Face of Stud
<br />Gauge
<br />Galvanized
<br />Garage
<br />General Contractor
<br />Glass
<br />Glazing
<br />Gypsum Board
<br />Hollow Core
<br />Hose Bibb
<br />Header
<br />Hardware
<br />Horizontal
<br />Hour
<br />Height
<br />Heating, Venting & AC
<br />International Building Code
<br />Interior Design
<br />Inch / iaches
<br />Installation
<br />Insulation (ed)
<br />Interior
<br />Junction Box
<br />Joist
<br />Joint
<br />KDAT Kiln Dried After Treatment
<br />KIT Kitchen
<br />LAM Laminate
<br />LAV Lavatory
<br />LF Linear Feet
<br />LIN Linen
<br />LR Living Room
<br />LT Light
<br />MAX Maximum
<br />MECH Mechanical
<br />MEM Membrane
<br />MEP Mechanical, Electrical, Plumbing
<br />MFR Manufacturer (ed)
<br />MIN Minimum
<br />MIR Mirror
<br />MISC Miscellaneous
<br />MPH Miles Per Hour
<br />MR Moisture Resistant
<br />MTD Mounted
<br />MTL Metal
<br />NUM/# Number
<br />NOM Nominal
<br />NRC Noise Reduction Class
<br />NTS Not To Scale
<br />OC On Center
<br />OCC Occupancy / Occupant
<br />OFW Outside Face of Wall
<br />OSB Oriented Strand Board
<br />PAN Pantry
<br />PKG Package
<br />PLAM Plastic Laminate
<br />PLB Plumb
<br />PLMG Plumbing
<br />PLF Pounds Per Linear Foot
<br />PLYWD Plywood
<br />PRE-ENG Pre-engineered
<br />PSF Pounds Per Square Foot
<br />PSI Pounds Per Square Inch
<br />P-T Post Tension
<br />PT Pressure Treated Wood
<br />PTAC Package Terminal AC
<br />PTD Painted
<br />PVC Poly Vinyl Chloride
<br />QT Quarry Tile
<br />RAD Radius
<br />RCP Reflected Ceiling Plan
<br />REF Reference
<br />REFRIG Refrigerator
<br />REINF Reinforce(edling)
<br />REQD Required
<br />RM Room
<br />RO Rough Opening
<br />IRS Rough Sawn
<br />RSC Rough Sawn Cedar
<br />SAN Sanitary
<br />SC Solid Core
<br />SCH Schedule
<br />SEP Separation
<br />SF Square Feet
<br />SGD Sliding Glass Door
<br />SHT Sheet
<br />SHTG Sheathing
<br />SIM Similar
<br />SOG Slab On Grade
<br />SP Spring Point
<br />SPEC Specifications
<br />SPF Spruce -Pine -Fur
<br />SQ Square
<br />SS Stainless Steel
<br />STC Sound Transmission Class
<br />STD Standard
<br />STL Steel
<br />STO Storage
<br />SW Shear Wall
<br />SYM Symmetrical
<br />SYP Southern Yellow Pine
<br />T&B Top & Bottom
<br />T&G Tongue & Groove
<br />TB Towel Bar
<br />TEMP Tempered
<br />THK Thick
<br />TPD Toilet Paper Dispenser
<br />TPH Toilet Paper Holder
<br />T.O. Top of
<br />TOS Top of Slab
<br />TOFD Top of Floor Deck
<br />TS Tube Steel
<br />TYP Typical
<br />UL Underwriters Laboratory
<br />UNO Unless Noted Otherwise
<br />VC Vinyl Covered
<br />VCT Vinyl Composite Tile
<br />VER Verify
<br />VERT Vertical
<br />VLT Vault
<br />VWC Vinyl Wall Covering
<br />W Washer
<br />W/ With
<br />W/D Washer/Dryer Combination
<br />W/0 Without
<br />WC Water Closet
<br />WD Wood
<br />WDW Window
<br />WIC Walk In Closet
<br />WH Water Heater
<br />1. COMPLY WITH BUILDING CODE FOR SOUND TRANSMISSION CONTROL
<br />REQUIREMENTS. UNLESS OTHERWISE INDICATED, MAINTAIN RATINGS OF AT
<br />LEAST 50 STC AND 50 IIC BETWEEN DWELLING UNITS AND BETWEEN DWELLING
<br />UNITS AND COMMON SPACES. PENETRATIONS, EDGES, AND JOINTS MUST BE
<br />TREATED TO MAINTAIN REQUIRED RATINGS.
<br />0 CABINETS & COUNTERTOPS
<br />1. VANITY BASE CABINETS SHALL BE 21" DEEP WITH 22" TOPS, UNO. REFER TO
<br />INTERIOR ELEVATIONS FOR HEIGHTS. COUNTERTOP OVERHANG AT THE EXPOSED
<br />END OF THE VANITY CABINET SHALL NOT BE MORE THAN 1".
<br />2. KITCHEN BASE CABINETS TO BE 24" DEEP WITH 25" TOPS, UNO. UPPER CABINETS
<br />TO BE 12" DEEP. REFER TO INTERIOR ELEVATIONS FOR HEIGHTS.
<br />3. CONTRACTOR OR CABINET MANUFACTURER TO FIELD VERIFY FINISH TO FINISH
<br />DIMENSIONS PRIOR TO FABRICATION OF CABINETS.
<br />4. ALL EXPOSED FINISHED SURFACES SHALL MATCH THE COLOR AND FINISH OF THE
<br />ADJACENT FINISHED SURFACE; INCLUDING EXPOSED CABINET ENDS SHALL
<br />MATCH CABINET FRONT.
<br />5. ALL WALLS / PARTITIONS SUPPORTING WALL HUNG CABINETS SHALL HAVE
<br />FRAMING WITH 2 X 4 STUDS AT 16" O.C. MAX. OR 2 X 6 STUDS AT 24" O.C. MAX.,
<br />UNO.
<br />6. ECO-FRIENDLY CABINETS - FORMALDEHYDE FREE, MATERIAL CERTIFIED BY THE
<br />FOREST STEWARDSHIP COUNCIL
<br />GYPSUM BOARD
<br />1. ALL INTERIOR NON -RATED WALL CONSTRUCTION TO HAVE 1/2" MINIMUM REGULAR
<br />GYPSUM BOARD, UNO.
<br />2. ALL INTERIOR FIRE -RATED WALL CONSTRUCTION TO HAVE 5/8" FIRE -RATED
<br />GYPSUM BOARD, UNO.
<br />3. GYPSUM BOARD INSTALLATION SHALL BE IN CONFORMANCE WITH THE GYPSUM
<br />ASSOCIATION'S RECOMMENDED PRACTICES FOR THICKNESS, ATTACHMENT,
<br />TAPING, FINISHING AND STUD SPACING. PROVIDE TEXTURE FINISH AS SPECIFIED
<br />OR DIRECTED BY THE INTERIOR DESIGNER, IF APPLICABLE, AND APPROVED BY
<br />THE OWNER.
<br />4. GYPSUM BOARD USED IN A FIRE RATED ASSEMBLY SHALL CONFORM EXACTLY TO
<br />THE REQUIREMENTS OF THE ASSEMBLY LISTED.
<br />5. PROVIDE WATER-RESISTANT GYPSUM TILE BACKER BOARD BEHIND ALL CERAMIC
<br />TILE IN TUBS AND SHOWERS. AS AN ALTERNATE, PROVIDE CEM ENTITIOUS OR
<br />GLASS -MAT GYPSUM WATER-RESISTANT TILE BACKER BOARD BEHIND ALL
<br />CERAMIC TILE IN TUBS AND SHOWERS,
<br />6. ALL GYPSUM BOARD USED IN NON -CONDITIONED AND/OR EXTERIOR CONDITIONS
<br />TO BE EXTERIOR GRADE GYPSUM SHEATHING BOARD, 5/8" THICK, UNO. AS AN
<br />ALTERNATE TO STANDARD GYPSUM SHEATHING, THE CONTRACTOR MAY INSTALL
<br />A GLASS -MAT GYPSUM SHEATHING PRODUCT. PROVIDE FIRE -RATED EXTERIOR
<br />GRADE GYPSUM SHEATHING BOARD AS REQUIRED FOR FIRE -RATED ASSEMBLIES.
<br />■ SYMBOLS LEGEND
<br />q CENTERLINE OF BUILDING/OBJECT
<br />Q OND NUMBERED DOOR SYMBOLS
<br />01-01, ELEVATION TARGET, INDICATES
<br />HGT AFF
<br />KEY NOTE WITH LEADER INDICATOR
<br />0 REVISION DELTA
<br />R - TITLE MARKER
<br />0 LETTERED WINDOW SYMBOL
<br />COMPLETE SECTION:
<br />x DETAIL NUMBER
<br />x LOCATION & DIRECTION OF CUT
<br />NOTESHEET ON WHICH DETAIL APPEARS
<br />PARTIAL SECTION:
<br />x DETAIL NUMBER
<br />x LOCATION & DIRECTION OF CUT
<br />NOTESHEET ON WHICH DETAIL APPEARS
<br />A ELEVATION:
<br />x DETAIL NUMBER
<br />Ax.xx SHEET ON WHICH DETAIL APPEARS
<br />DETAIL DIVISION
<br />WALL ASSEMBLY TAG:
<br />DESIGNATION
<br />1. ALL BUILDINGS SHALL HAVE PRE -CONSTRUCTION PROTECTION AGAINST
<br />SUBTERRANEAN TERMITES APPLIED UNDER ALL EXTERIOR CONCRETE OR GRADE
<br />WITHIN V-0" OF THE PRIMARY STRUCTURE SIDEWALLS AS REQUIRED BY THE
<br />APPLICABLE BUILDING CODE.
<br />2. THE CONTRACTOR SHALL PROVIDE TERMITE PROTECTION AS REQUIRED BY ALL
<br />APPLICABLE CODES. TERMITE PROTECTION SHALL BE INSTALLED BY A LICENSED
<br />PEST CONTROL COMPANY PER THE TERMITICIDE MANUFACTURER'S
<br />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
<br />TERMITICIDES, THE TREATMENT SHALL COMPLY WITH APPLICABLE RULES AND
<br />LAWS ESTABLISHED BY THE STATE.
<br />4. A PERMANENT SIGN WHICH IDENTIFIES THE TERMITE TREATMENT PROVIDER AND
<br />NEED FOR REINSPECTION AND TREATMENT CONTRACT RENEWAL SHALL BE
<br />PROVIDED AND POSTED AS REQUIRED BY CODE OR BY THE AHJ. IF REQUIRED BY
<br />THE AHJ, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE AHJ BY A
<br />LICENSED PEST CONTROL COMPANY.
<br />5. CONDENSATE AND ROOF DOWNSPOUTS SHALL DISCHARGE AT LEAST 1'4" AWAY
<br />FROM BUILDING SIDEWALLS, UNO.
<br />6. ALL WOOD FRAMING MEMBER AND FURRING STRIPS IN CONTACT WITH OR
<br />ATTACHED DIRECTLY TO MASONRY OR CONCRETE SHALL BE OF APPROVED
<br />PRESERVATIVE TREATED (PT) WOOD AND ALL FASTENERS AND ANCHORS TO BE
<br />COMPATIBLE.
<br />T PROVIDE CODE REQUIRED CLEARANCE AT EXTERIOR WALL BETWEEN WALL
<br />COVERING AND FINAL GRADE FOR TERMITE INSPECTION.
<br />BUILDING ADDRESS
<br />1. BUILDING ADDRESS OR NUMBERS, AS APPROVED BY THE AHJ, SHALL BE
<br />PROVIDED FOR THE BUILDINGS SO THAT THE ADDRESS OR NUMBER IS PLAINLY
<br />VISIBLE AND LEGIBLE FROM THE STREET OR ROADWAY. THE NUMBERS SHALL
<br />CONTRAST WITH THEIR BACKGROUND. BUILDING ADDRESSES SHALL BE
<br />DETERMINED BY THE AHJ AND APPROVED BY THE OWNER. THE CONTRACTOR
<br />SHALL VERIFY SIZE AND LOCATION REQUIREMENTS WITH AHJ.
<br />FIRE EXTINGUISHERS
<br />1. PORTABLE FIRE EXTINGUISHERS SHALL BE PROVIDED IN EACH BUILDING AS
<br />REQUIRED AND SPECIFIED IN NFPA 10. PORTABLE FIRE EXTINGUISHER SHALL BE
<br />INSTALLED IN LOCATIONS INDICATED ON THE DRAWINGS OR MINIMUM OF (1) FIRE
<br />EXTINGUISHER PER BREEZEWAY, CORRIDOR, GENERAL BUILDING AREA, OR AS
<br />OTHERWISE REQUIRED BY THE AHJ. FIRE EXTINGUISHERS SHALL BE LOCATED (1)
<br />PER FLOOR, WITH A MAXIMUM TRAVEL DISTANCE OF 75 FEET TO THE
<br />EXTINGUISHER OR AS REQUIRED BY THE AHJ, EACH EXTINGUISHER SHOULD HAVE
<br />A MINIMUM RATING OF 2A:10-B:C, UNO.
<br />2. WHERE REQUIRED OR AS INDICATED ON THE DRAWINGS, PROVIDE PORTABLE
<br />FIRE EXTINGUISHERS IN EACH INDIVIDUAL RESIDENTIAL DWELLING UNIT AS
<br />RECOMMENDED BY NFPA 10 AND INSTALLED AS INDICATED ON THE DRAWINGS OR
<br />AT A MINIMUM OF (1) FIRE EXTINGUISHER PER FLOOR LEVEL OF A LIVING UNIT
<br />WITH A MAXIMUM TRAVEL DISTANCE OF 40 FEET TO THE EXTINGUISHER OR AS
<br />REQUIRED BY LOCAL AHJ. EACH EXTINGUISHER SHOULD HAVE A MINIMUM RATING
<br />OF 2A:10-B:C, UNO.
<br />FIRE PROTECTION
<br />1. BUILDINGS SHALL BE PROVIDED WITH A FIRE SPRINKLER SYSTEM AS REQUIRED
<br />BY THE BUILDING CODE, DESIGNED AND INSTALLED TO COMPLY WITH THE
<br />APPLICABLE NFPA STANDARD.
<br />2. THE CONTRACTOR'S FIRE PROTECTION ENGINEER SHALL BE THE "ENGINEER OF
<br />RECORD" FOR THE FIRE PROTECTION SYSTEM AND SHALL PREPARE COMPLETE
<br />AND FINAL FIRE PROTECTION DESIGN DOCUMENTS WITH HYDRAULIC
<br />CALCULATIONS, SIGNED AND SEALED, AS REQUIRED AND DEFINED BY THE AHJ
<br />AND SHALL SUBMIT REQUIRED DOCUMENTATION TO THE ARCHITECT FOR
<br />GENERAL REVIEW. UPON APPROVAL, THE CONTRACTOR SHALL SUBMIT
<br />SIGNED/SEALED DOCUMENTS TO THE AHJ FOR REVIEW AND APPROVAL.
<br />PAINTING
<br />1. REFER TO, AND COORDINATE WITH, INTERIOR FINISH SCHEDULE AND SEPARATE
<br />DOCUMENTS PREPARED BY INTERIOR DESIGNER AND/OR OWNER, WHEN
<br />APPLICABLE, FOR SPECIFIC PAINT SELECTIONS, COLORS, FINISH TEXTURES, AND
<br />OTHER REQUIREMENTS.
<br />2. ALL EXTERIOR VENTS AND EQUIPMENT THAT ARE VISIBLE ON EXTERIOR OF
<br />BUILDING SHALL BE PAINTED A COLOR TO MATCH THE ADJACENT SURFACE, UNO.
<br />3. ALL COLOR TRANSITIONS SHALL BE ON THE INSIDE CORNERS, UNLESS
<br />OTHERWISE SPECIFIED IN COLOR STUDY ELEVATIONS.
<br />4. CONTACT THE OWNER OR ARCHITECT IF THERE ARE ANY QUESTIONS PRIOR TO
<br />PAINTING.
<br />5. PREPARATION AND APPLICATION OF PRIMER AND FINISH PAINT PRODUCTS SHALL
<br />BE DONE PER THE MANUFACTURER'S WRITTEN INSTRUCTIONS.
<br />6. LOW OR NO-VOC PAINT FOR ALL INTERIOR WALLS (LOW-VOC MEANS 50 GRAMS
<br />PER LITER OR LESS FOR FLAT;150 GRAMS PER LITER OR LESS FOR NON -FLAT
<br />PAINT.)
<br />M INSULATION
<br />1. INSULATION SHALL COMPLY WITH THE BUILDING CODE. PROVIDE INSULATING
<br />MATERIALS WHICH COMPLY WITH REQUIREMENTS INDICATED INCLUDING
<br />R-VALUES AND THAT MEET OR EXCEED THE REQUIREMENTS OF THE STATE
<br />ENERGY EFFICIENCY CODE.
<br />2. INSTALL INSULATION PER MANUFACTURER'S WRITTEN INSTRUCTIONS APPLICABLE
<br />TO PRODUCTS AND APPLICATIONS INDICATED.
<br />3. CONCEALED INSTALLATIONS SHALL HAVE A FLAME SPREAD INDEX OF NOT MORE
<br />THAN 25 AND A SMOKE -DEVELOPED INDEX OF NOT MORE THAN 450.
<br />1. CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLYING WITH ALL APPLICABLE
<br />CODES AND MUST NOTIFY ARCHITECT OF DISCREPANCIES INDICATED BY THESE
<br />DOCUMENTS FOUND DURING BIDDING AND PRIOR TO PROCEEDING WITH THE
<br />WORK.
<br />2. DRAWINGS ARE DEVELOPED TO ILLUSTRATE SIZE, ASSEMBLY, RELATIONSHIP,
<br />QUANTITY, AND IDENTIFICATION OF BUILDING COMPONENTS. DRAWINGS WORK IN
<br />CONJUNCTION WITH SPECIFICATIONS, PRODUCT MANUFACTURER'S
<br />RECOMMENDATIONS, AND INDUSTRY STANDARDS REGARDING EXACT
<br />REQUIREMENTS OF PRODUCTS, INSTALLATION QUALITY, STANDARD EXECUTION
<br />OF WORK, AND CLASSIFICATIONS.
<br />3. ALL TRADES MUST REVIEW ALL CONSTRUCTION DOCUMENTS AND ARE
<br />RESPONSIBLE FOR ALL WORK ASSOCIATED WITH THEIR TRADES IN THESE
<br />DOCUMENTS AND SHALL COORDINATE AND SEQUENCE THEIR WORK WITH OTHER
<br />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,
<br />SHALL VERIFY EXISTING AND PROPOSED TOPOGRAPHY AND GRADE ELEVATIONS,
<br />AND SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO PROCEEDING
<br />WITH THE PROJECT.
<br />6. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR AND HAVE CONTROL
<br />OVER CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES AND
<br />PROCEDURES, INCLUDING ALL SAFETY PRECAUTIONS AND PROGRAMS. THE
<br />CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR PROPER INSTALLATION AND
<br />APPLICATION OF ALL MATERIALS AND PRODUCTS AS REQUIRED PER THE
<br />MANUFACTURERS WRITTEN REQUIREMENTS, QUALITY CONTROL, AND FOR
<br />COORDINATING ALL PORTIONS OF THE WORK.
<br />7. DIMENSIONS SHOWN ARE TO FACE OF THE SPECIFIED BUILDING MATERIAL;
<br />(CONCRETE, CMU, WOOD/METAL STUD, ETC.), AND TO CENTERLINE OF OPENINGS,
<br />UNO.
<br />8, IF REQUIRED BY THE AHJ, THE CONTRACTOR SHALL BE RESPONSIBLE FOR
<br />PROVIDING AND SUBMITTING PRODUCT APPROVAL DOCUMENTATION TO THE AHJ
<br />IN THE FORM REQUIRED BY THE AHJ. THE CONTRACTOR MUST FIRST SUBMIT THE
<br />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
<br />DOCUMENTS, OR ANY VARIATION OR AMBIGUITIES BETWEEN THESE DRAWINGS
<br />AND ACTUAL SITE AND CONSTRUCTION CONDITIONS AND/OR REQUIREMENTS,
<br />SHALL BE BROUGHT TO THE ATTENTION OF
<br />THE ARCHITECT. IF A DISCREPANCY IS
<br />FOUND IN THE CONTRACT DOCUMENTS, THE ARCHITECT SHALL BE NOTIFIED
<br />IMMEDIATELY IN WRITING.
<br />10. ANY ON SITE OBSERVATIONS BY THE ARCHITECT SHALL BE IN THE FORM OF
<br />RANDOM OBSERVATIONS ONLY AND DO NOT RELIEVE THE CONTRACTOR FROM
<br />HIS RESPONSIBILITY OF BUILDING ACCORDING TO THE APPROVED
<br />CONSTRUCTION DOCUMENTS, IN ACCORDANCE WITH APPLICABLE CODES AND
<br />STANDARDS, AND AS REQUIRED BY THE AHJ.
<br />11. ALL MATERIALS IN DIRECT CONTACT WITH OTHER MATERIALS SHALL BE
<br />COMPATIBLE AND COMPLY WITH THE MANUFACTURER'S INSTALLATION
<br />REQUIREMENTS.
<br />12. ALL MATERIALS AND PRODUCTS INDICATED ON THE DRAWINGS SHALL BE AS
<br />SPECIFIED, UNO. SEE PROJECT MANUAL SPECIFICATIONS.
<br />13. THE CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE AND INSTALL AN
<br />IDENTIFYING SYMBOL ON STRUCTURES CONSTRUCTED WITH A LIGHT -FRAME
<br />TRUSS COMPONENT IN A MANNER SUFFICIENT TO COMPLY WITH THE STATE OF
<br />FLORIDA FIRE MARSHAL'S OFFICE IN ACCORDANCE WITH FLORIDA STATUTE
<br />633.027, PER THE REQUIREMENTS OF THE FLORIDA ADMINISTRATIVE CODE RULE
<br />69A-60.0081, AND AS DETERMINED BY THE AHJ.
<br />SITE WORK & FOUNDATION
<br />1. FOUNDATION DESIGNS ARE BASED ON AN ESTIMATED SOIL BEARING VALUE OR
<br />ACTUAL VALUE AS SPECIFIED BY A GEOTECHNICAL ENGINEER AND NOTED ON THE
<br />DRAWINGS. FOUNDATIONS AND SLABS .ARE DESIGNED TO UNIFORMLY BEAR ON
<br />WELL COMPACTED, WELL DRAINED NON -EXPANSIVE SOILS. A CERTIFIED SOILS
<br />ENGINEER SHALL REVIEW FOUNDATION DESIGNS, BUILDING LOADS, AND
<br />COMPARE WITH SUBSURFACE SOIL INVESTIGATION RECOMMENDATIONS. SHOULD
<br />ON -SITE OBSERVATIONS SHOW THAT FOOTINGS SHOWN HERE ARE NOT
<br />SATISFACTORY, THE ARCHITECT SHALL BE CONTACTED IMMEDIATELY FOR
<br />REVISED DESIGNS.
<br />2. THE CONTRACTOR SHALL PROVIDE ALL OF THE FOLLOWING SITE REQUIRED
<br />ITEMS, BUT NOT LIMITED TO. SITE UTILITIES, SLEEVES, CONDUIT, PULL BOXES,
<br />STRUCTURAL BASES, FOOTINGS, ETC. DESCRIBED OR REQUIRED AS PART OF A
<br />COMPLETE SYSTEM ON CIVIL ENGINEERING, LANDSCAPE, SWIMMING POOL,
<br />ARCHITECTURAL, STRUCTURAL, MECHANICAL, ELECTRICAL OR PLUMBING
<br />DRAWINGS. COORDINATE FULLY WITH ALL UTILITY COMPANIES TO DETERMINE
<br />WHAT COMPONENTS ARE PROVIDED BY THE UTILITY COMPANIES. THE GENERAL
<br />CONTRACTOR IS RESPONSIBLE FOR ALL ITEMS NOT SUPPLIED BY THE UTILITY
<br />COMPANY.
<br />3. REFER TO CIVIL ENGINEER'S SITE PLAN AND DETAILS FOR ACTUAL BUILDING
<br />LOCATIONS, FINISHED GRADES, FLOOR ELEVATIONS, UTILITIES, DRAINAGE, AND
<br />ALL INFORMATION RELATED TO THE PROJECTS ON -SITE DEVELOPMENT AND
<br />OFF -SITE REQUIREMENTS, IF APPLICABLE.
<br />4. REFER TO LANDSCAPE ARCHITECT'S AND/OR POOL DESIGNER'S PLANS FOR
<br />LANDSCAPING, FENCES, POOL DESIGN, IRRIGATION, EXTERIOR FURNISHINGS,
<br />TRAFFIC CONTROL, AND OTHER DECORATIVE LIGHT FIXTURES, ETC.
<br />5. CLEARANCE BETWEEN EXTERIOR WALL COVERINGS AND FINAL GRADE ON THE
<br />EXTERIOR OF BUILDING SHALL NOT BE LESS THAN 6 INCHES, UNO.
<br />WEATHER/WATER INTRUSION PREVENTION
<br />1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROPER INSTALLATION OF
<br />ALL MATERIALS REQUIRED TO PREVENT WATER INTRUSION, INCLUDING BUT NOT
<br />LIMITED TO; FLASHINGS, WEATHERIWATER-RESISTIVE BARRIERS (BUILDING
<br />WRAP), SELF -ADHERING MEMBRANES, AND SEALANTS AS INDICATED ON THE
<br />DRAWINGS OR AS OTHERWISE REQUIRED IF NOT INDICATED.
<br />2. ALL PENETRATIONS THROUGH THE EXTERIOR CLADDING SYSTEM SHALL BE
<br />PROPERLY SEALED.
<br />3FORUME
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<br />INTERIOR DESIGN, INC.
<br />PLANNING I ARCMECTURE I INIERIORDESIGN
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<br />745 orients avenue, suite 1121
<br />altamonte springs, fl 32701
<br />phone: 407.830.1400
<br />fax: 407.830.4143
<br />AA0002731
<br />www.forumarchitecture.com
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<br />BENEFICIAL
<br />COMMUNITIES
<br />3550 S. Tamiami Trail Suite 301 Sarasota, FL 34239
<br />Summerset
<br />Apartments
<br />Zephyrhills, FL
<br />05/08/2015
<br />James B.
<br />AR001 `
<br />SET DI
<br />A SHEET REVISIONS:
<br />EDITED BY: KG
<br />PROJECT NO. 14-2984
<br />Apartments
<br />General Notes,
<br />Abbreviations &
<br />Symbols
<br />Al .03
<br />
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