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<br />GENERAL CONSTRUCTION NOTES:
<br />CHAPTERS AND SECTIONS REFER TO FB.C.R - 6TH EDITION (2011). NOTE: ANY DIMENSIONS AND/OR CALLOUT5 WITHIN TH15 SET OF DRAWINGS REFERENCING LUMBER SIZES OR WALL THICKNE55 ARE
<br />TO BE CONSIDERED "NOMINAL DIMENSIONS". ALL DIMEN51ON5 ARE TO ROUGH FRAMING UNLE55 OTHERWISE NOTED.
<br />OCCUPANCY AND CONSTRUCTION TYPE:
<br />THI5 UNIT HAS AN R3 OCCUPANCY AND BUILDING TYPE V-B CLASSIFICATION.
<br />EXTERIOR WALL ENVELOPE:
<br />BUILDER IS RESPONSIBLE FOR PROVIDING AND MEETING ALL REQUIREMENTS OF SECTION 1012.4 OF THE FB.C: BUILDING BY PROVIDING ALL DETAILS LISTED UNDER THI5 SECTION, INCLUDING BUT
<br />NOT LIMITED TO, THE MANUFACTURER'5 INSTALLATION INSTRUCTIONS AND ALL SUPPORTING DOCUMENTATION TO ENSURE THE WEATHER RESISTANCE OF THE EXTERIOR WALL ENVELOPE 15 MAINTAINED.
<br />CEILING CONSTRUCTION:
<br />THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LE55 THAN 112 INCH (12.1 mm) GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH
<br />HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5/5 INCH (15.9 mm) TYPE "X" GYPSUM BOARD OR EQUIVALENT, WHERE THE SEPARATION I$ A
<br />FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL AL50 BE PROTECTED BY NOT LE55 THAN 1/2 INCH (12.1 mm) GYPSUM BOARD OR EQUIVALENT IN ACCORDANCE WITH
<br />F.B.CR - 6TH EDITION (2011) R302b AND TABLE R3021o. ATTACHMENT OF GYPSUM BOARD SHALL COMPLY WITH TABLE R10235.
<br />EXTERIOR FINISHES:
<br />INSTALLATION OF EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENTS TO BE PER FB.CR - 6TH EDITION (2011) R103.1.1 AND ASTM C 1063. ALL LATH AND LATH ATTACHMENTS SHALL BE
<br />OF CORR05ION-RE515TANT MATERIAL, EXPANDED METAL OR WOVEN WIRE LATH SHALL BE ATTACHED WITH 11/2 INCH II GAUGE NAILS HAVING A 1/16 INCH HEAD, OR 1/8 INCH LONG 16 GAUGE STAPLES
<br />SPACED NO MORE THAN 6 INCHES, OR AS OTHERWISE APPROVED. THICKNE55 OF TEXTURED FINISH OVER FRAME APPLICATION TO BE PER FB.C.R - 6TH EDITION (2011) R103.12 AND ASTM C 526.
<br />PER FB.CR 6TH EDITION (2011) R103.12.1 WEEP SCREEDS SHALL BE A MINIMUM NO.26 GALVANIZED SHEET GAUGE CORROSION -RESISTANT WEEP 5CREED OR PLASTIC WEEP 5CREED WITH A MINIMUM
<br />VERTICAL ATTACHMENT FLANGE OF 3-1/2 INCHES SHALL BE PROVIDED AT OR BELOW THE PLATE LINE ON EXTERIOR STUD WALLS IN ACCORDANCE WITH ASTM C 926. THE WEEP SCREED SHALL BE
<br />PLACED A MINIMUM OF 4 INCHES ABOVE THE EARTH OR 2 INCHES ABOVE PAVED AREAS. THE WEATHER RE515TANT BARRIER SHALL LAP THE ATTACHMENT FLANGE. THE EXTERIOR LATH SHALL
<br />COVER AND TERMINATE ON THE ATTACHMENT FLANGE OF THE WEEP SCREED. PER FB.CR 6TH EDITION (2011) R103.13 WATER RE515TIYE BARRIERS INSTALLED OVER WOOD BASED SHEATHING SHALL
<br />INCLUDE A WATER RESISTIVE VAPOR PERMEABLE BARRIER EQUIVALENT TO 2 LAYERS OF GRADE D PAPER, STUCCO APPLICATION AND CURING PER FB.CR 6TH EDITION (2011) R103.15 OR IN
<br />ACCORDANCE WITH ASTM C 926.
<br />STUCCO CONTROL JOINTS:
<br />STUCCO CONTROL JOINTS TO BE INSTALLED PER A5TM C 1063-06 (1,11.4.1 THRU 1.11.4A) AT FRAMED WALLS TO DELINEATE AREAS NOT MORE THAN 144 5,F. AND DELINEATE AREAS NOT MORE THAN Imo
<br />5F. FOR HORIZONTAL APPLICATIONS. D15TMCE BETWEEN CONTROL JOINTS SHALL NOT EXCEED 18 FT. IN EITHER DIRECTION OR A LENGTH -TO -WIDTH RATIO OF 2 112 TO I. A CONTROL JOINT SHALL BE
<br />INSTALLED WHERE CEILING FRAMING OR FURRING CHANGE DIRECTION, AND WHERE EXPANSION JOINT OCCURS IN 5A5E EXTERIOR WALL. WALL OR PARTITION HEIGHT DOOR FRAMES SHALL BE
<br />CONSIDERED AS CONTROL JOINTS.
<br />EGRESS:
<br />EACH BEDROOM MUST HAVE ONE WINDOW THAT COMPLIES WITH EGRESS CODES, IF THERE 15 NO ACCE55 TO EXTERIOR THROUGH A DOOR, THE WINDOW MUST HAVE A MAXIMUM CLEAR OPENING
<br />HEIGHT OF 44" ABOVE FINISH FLOOR LINE OF THAT PARTICULAR ROOM.
<br />FLASHING:
<br />1. FLASHING SHALL BE INSTALLED AT WALL AND ROOF INTERSECTIONS, DECK AND WALL INTERSECTIONS, AT GUTTERS, AT ALL CHANGES IN ROOF SLOPE OR DIRECTION, AND AROUND ROOF OPENINGS.
<br />2. APPROVED CORRO5ION-RE516TANT FLASHING SHALL BE APPLIED SHINGLE FASHION IN SUCH A MANNER A5 TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO
<br />THE BUILDING STRUCTURAL FRAMING COMPONENTS. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED CORRO5ION-RE515TANT FLASHING SHALL BE
<br />INSTALLED AT ALL REQUIRED LOCATIONS PER R103.4.
<br />WINDOW INSTALLATION:
<br />I. WINDOWS SHALL BE INSTALLED AND FLASHED IN ACCORDANCE WITH THE MANUFACTURERS WRITTEN INSTALLATION INSTRUCTIONS. WRITTEN INSTALLATION INSTRUCTIONS SHALL BE PROVIDED BY THE
<br />MANUFACTURER FOR EACH WINDOW.
<br />2. IF STRUCTURE 15 IN A WIND-BORNE DEBRIS ZONE, AND REQUIRES PROTECTIVE SHUTTERS OR IMPACT GLASS, THE GENERAL CONTRACTOR IS RESPONSIBLE FOR DETERMINING WHICH PROTECTIVE
<br />METHOD IS TO BE USED.
<br />DWELLING / GARAGE OPENINGS:
<br />THE OPENING BETWEEN THE GARAGE AND LIVING AREA SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LE55 THAN 13/8" IN THICKNESS, SOLID CORE (S.C.) OR HONEYCOMB CORE STEEL DOORS
<br />NOT LE55 THAN 1 3/6" THICK, OR 20 MINUTE FIRE RATED DOORS.
<br />FLOOD ZONE REQUIREMENTS:
<br />PLAN MEETS OR EXCEEDS FEMA FLOOD FINISHED GARAGE FLOOR ELEVATION. IF FLOOD PORTS ARE REQUIRED IN GARAGE, REFER TO PLAN FOR CALCULATIONS AND QUANTITY.
<br />ASPHALT SHINGLES (IF APPLICABLE) :
<br />1. WIND RE515TANCE OF ASPHALT SHINGLES. - ASPHALT SHINGLES SHALL BE INSTALLED IN ACCORDANCE WITH SECTION RW5210 AND RW52.6.1.
<br />2. ASPHALT 5HINGLE5 SHALL ONLY BE USED ON ROOF SLOPES OF TWO UNITS VERTICAL IN 12 UNITS HORIZONTAL (2:12) OR GREATER. FOR ROOF SLOPES FROM TWO UNITS VERTICAL IN 12 UNITS
<br />HORIZONTAL (2:12) AND LE55 THAN FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL (4:12), TWO LAYERS OF UNDERLAYMENT COMPLYING WITH A5TM D 226, TYPE I OR TYPE 11, ASTM D 4869, TYPE 11 OR
<br />TYPE IV OR A5TM D 615115 REQUIRED IN ACCORDANCE WITH SECTION R905.1.1. FOR ROOF SLOPES FROM FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL (4:12) AND GREATER, ONE LAYER OF
<br />UNDERLAYMENT COMPLYING WITH A5TM D 226, TYPE 11, ASTM D 48b% TYPE IV OR A5TM D 05115 REQUIRED IN ACCORDANCE WITH SECTION R905.1.1.
<br />CLAY AND CONCRETE TILE (IF APPLICABLE) :
<br />THE INSTALLATION OF CLAY AND CONCRETE TILE PER FB.CR - 6TH EDITION (2011) R9053 SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S INSTALLATION INSTRUCTIONS, OR
<br />RECOMMENDATIONS OF FR5A/TRI FLORIDA HIGH WIND CONCRETE AND CLAY ROOF TILE INSTALLATION MANUAL, FIFTH EDITION WHERE THE VAST 15 DETERMINED IN ACCORDANCE WITH SECTION R3012.13
<br />OR THE RECOMMENDATIONS OF RAS 118,119 OR 120. REQUIRED UNDERLAYMENT PER FB.CR - 6TH EDITION (2011) RW533 SHALL CONFORM WITH ASTM D 226, TYPE II; A5TM D 2626, TYPE 11; OR A5TM
<br />D 1910 OR ASTM D b3W, CLA55 M MINERAL SURFACED ROLL ROOFING AND SHALL BE INSTALLED IN ACCORDANCE WITH FR5A/TRI FLORIDA 1I6H WIND CONCRETE AND CLAY ROOF TILE
<br />INSTALLATION MANUAL, FIFTH EDITION WHERE THE VASD 15 DETERMINED IN ACCORDANCE WITH SECTION R3012.13 OR THE RECOMMENDATIONS OF RAS 115,119 OR 120.
<br />CHIMNEY HEIGHT REQUIREMENTS (IF APPLICABLE) :
<br />WHEN STANDARD OR OPTIONAL FIREPLACE IS TO BE INSTALLED THE CHIMNEY MUST EXTEND 3'-0" PAST THE HIGHER POINT WHERE IT EXTENDS THROUGH THE ROOF AND MUST BE 2'-0" HIGHER THAN
<br />THE ROOF OR RIDGE THAT 15 16-0` AWAY OR CLOSER.
<br />TUB AND SHOWER AREAS:
<br />CEMENT, FIBER -CEMENT, OR GLA55 MAT GYPSUM BOARD (NO GREEN BOARD ALLOWED) IN COMPLIANCE WITH A5TM C12M, C1325, OR C1118 AND INSTALLED IN ACCORDANCE WITH MANUFACTURER
<br />RECOMMENDATIONS SHALL BE USED AS BACKERS FOR WALL TILE IN TUB AND SHOWER AREAS, AND WALL PANELS IN SHOWER AREAS.
<br />TERMITE PROTECTION:
<br />I. PENETRATION. PROTECTIVE SLEEVES AROUND PIPING PENETRATING CONCRETE 5LA13-ON-GRADE FLOORS SHALL NOT BE OF GELLUL05E CONTAINING MATERIALS. IF 501L TREATMENT 15 USED FOR
<br />SUBTERRANEAN TERMITE PROTECTION, THE SLEEVE SHALL HAVE A MAXIMUM WALL THICKNESS OF 0.010 INCH, AND BE SEALED WITHIN THE SLAB USING A NON-CORRO51VE CLAMPING DEVICE TO
<br />ELIMINATE THE ANNULAR SPACE BETWEEN THE PIPE AND THE SLEEVE. NO TE911TICIDE5 SHALL BE APPLIED IN51DE THE SLEEVE.
<br />2. PROTECTION AGAINST DECAY AND TERMITES. - CONDENSATE LINES, IRRIGATION / SPRINKLER SYSTEM RISERS FOR SPRAY HEADS, AND ROOF DOWNSPOUTS SHALL DISCHARGE AT LEAST I FOOT
<br />(305 mm) AWAY FROM THE STRUCTURE 51DEWALL, WHETHER BY UNDERGROUND PIPING, TAIL EXTENSIONS, OR SPLASH BLOCKS. GUTTER$ WITH DOWNSPOUTS ARE REQUIRED ON ALL BUILDINGS WITH
<br />EAVES OF LE55 THAN 6 INCHES (152 mm) HORIZONTAL PROJECTION EXCEPT FOR GABLE END RAKES OR ON A ROOF ABOVE ANOTHER ROOF.
<br />MECHANICAL AND HVAC:
<br />1. ENERGY CALCULATIONS FOR HEATING AND COOLING CAPACITIES SHALL BE FUW15HED BY THE GENERAL CONTRACTOR AS AN ATTACHMENT TO THI5 PLAN SET AT THE TIME OF APPLICATION FOR
<br />PERMIT.
<br />2. MECHANICAL APPLIANCES SHALL BE ACCESSIBLE FOR INSPECTION, SERVICE, REPAIR, AND REPLACEMENT WITHOUT REMOVING PERMANENT CONSTRUCTION, OTHER APPLIANCES, OR ANY OTHER
<br />PIPING OR DUCTS NOT CONNECTED TO THE APPLIANCE BEING INSPECTED, SERVICED, REPAIRED, OR REPLACED. A LEVEL WORKING SPACE AT LEAST 30 INCHES (162 mm) DEEP AND 30 INCHES
<br />(10 mm) WIDE SHALL BE PROVIDED IN FRONT OF THE CONTROL 51DE TO SERVICE AN APPLIANCE.
<br />3, DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MIN. #26 GAUGE (0,45 mm) SHEET STEEL
<br />OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE,
<br />4. FOUNDATION5 AND SUPPORTS FOR OUTDOOR MECHANICAL SYSTEMS SHALL BE RAISED AT LEAST 3 INCHES (16 mm) ABOVE THE FIN15HED GRADE AND SHALL AL50 CONFORM TO THE
<br />MANUFACTURER'S INSTALLATION INSTRUCTIONS.
<br />5. AUXILIARY DRAIN PAN. CATEGORY IV CONDEN51NG APPLIANCES SHALL BE PROVIDED WITH AN AUXILIARY DRAIN PAN WHERE DAMAGE TO ANY BUILDING COMPONENT WILL OCCUR AS A RESULT
<br />OF STOPPAGE IN THE CONDENSATE DRAIN PIPING SYSTEM. THESE PAN$ SHALL BE INSTALLED IN ACCORDANCE WITH THE APPLICABLE PROVISIONS OF SECTIONS M14113.
<br />EXHAUST FANS AND VENTING:
<br />(.OUTDOOR DISCHARGE. THE AIR REMOVED BY EVERY MECHANICAL EXHAUST SYSTEM SHALL BE DISCHARGED TO THE OUTDOORS. AIR SHALL NOT BE EXHAUSTED INTO AN ATTIC, SOFFIT, RIDGE
<br />VENT OR CRAWL SPACE.
<br />2. EXHAUST AIR FROM BATH ROOMS AND TOILET ROOMS SHALL NOT BE RECIRCULATED WITHIN A RESIDENCE OR TO ANOTHER DWELLING UNIT AND SHALL BE EXHAUSTED DIRECTLY TO THE
<br />OUTDOORS. EXHAUST AIR FROM BATHROOMS AND TOILET ROOMS SHALL NOT DISCHARGE INTO AN ATTIC, CRAWL SPACE, OR OTHER AREAS IN51DE THE BUILDING.
<br />3. DUCT LENGTH. THE MAXIMUM LENGTH OF A CLOTHES DRYER EXHAUST DUCT SHALL NOT EXCEED 35 FEET FROM THE DRYER LOCATION TO THE WALL OR ROOF TERMINATION. IF DUCT LENGTH
<br />EXCEEDS 35' THEN PERMANENT LABEL OR TAG MUST BE INSTALLED. THE MAXIMUM LENGTH OF THE DUCT SHALL BE REDUCED 2.5 FEET (162 mm) FOR EACH 45 DEGREE (0.19 RAD) BEND AND 5 FEET
<br />(1524 mm) FOR EACH 90 DEGREE (lb RAD) BEND. THE MAXIMUM LENGTH OF THE EXHAUST DUCT DOES NOT INCLUDE THE TRANSITION DUCT. EXCEPTION - WHERE A CLOTHES DRYER BOOSTER FAN 15
<br />INSTALLED AND LISTED AND LABELED FOR THE APPLICATION, THE MAXIMUM LENGTH OF THE EXHAUST DUCT, INCLUDING ANY TRANSITION DUCT, SHALL BE PERMITTED TO BE IN ACCORDANCE WITH
<br />THE BOOSTER FAN MANUFACTURER'5 INSTALLATION INSTRUCTIONS. WHERE A CLOTHES DRYER BOOSTER FAN 15 INSTALLED AND NOT READILY ACCESSIBLE FROM THE ROOM IN WHICH THE DRYER 15
<br />LOCATED, A PERMANENT IDENTIFYING LABEL SHALL BE PLACED ADJACENT TO WHERE THE EXHAUST DUCT ENTERS THE WALL. THE LABEL SHALL BEAR THE WORDS "THI5 DRYER EXHAUST SYSTEM 15
<br />EQUIPPED WITH A REMOTELY LOCATED BOOSTER FAN."
<br />4. PROVIDE LOUVER DEVICES AT INTAKE AND EXHAUST LOCATIONS IN ACCORDANCE WITH AMCA STANDARD 550 IN W.
<br />ATTENTION GENERAL CONTRACTOR / BUILDER:
<br />155UANCE OF PLANS FROM THI5 DRAFTER'S OFFICE SHALL NOT RELIEVE THE BUILDER OF RESPONSIBILITY TO REVIEW AND VERIFY ALL NOTES, DIMENSIONS, AND ADHERENCE TO APPLICABLE
<br />BUILDING CODES PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION. ANY D15GREPANCY OF ERROR IN NOTES, DIMENSIONS, OR ADHERENCE TO APPLIGABLE BUILDING CODES SHALL BE BROUGHT
<br />TO THE ATTENTION OF THE DRAFTER'S OFFICE FOR CORRECTION BEFORE COMMENCEMENT OF ANY CONSTRUCTION CORRECTION / REVISIONS. ANY REVISIONS OR CHANGES, NOT RELATED TO THE
<br />CORRECTION OF ERRORS THAT ARE MADE AFTER THE FINAL PLANS HAVE BEEN COMPLETED SHALL BE SUBJECT TO ADDITIONAL FEES. IF ANY MODIFICATIONS ARE MADE TO THESE PLANS BY ANY
<br />OTHER PARTY OTHER THAN THE DRAFTER'5 OFFICE, THE DRAFTER SHALL NOT BE HELD RESPONSIBLE.
<br />REV.12-31-2011
<br />REVISION LOG
<br />7/17/18 1.0
<br />CREATED LOT SPECIFIC PLAN ELEVATION "B" GARAGE LEFT
<br />I
<br />I
<br />I
<br />i
<br />LOT 09 BLOCK 05 SILVERADO
<br />35994 SADDLE PALM WAY
<br />ZEPHYRHILLS, FL 33541
<br />LE N N-ARM
<br />2277 -LEFT
<br />INDEX OF DRAWINGS
<br />SHT. NO.
<br />DESCRIPTION
<br />CS
<br />COVER SHEET
<br />1
<br />FLOOR PLANS
<br />2
<br />INTERIOR ELEVATIONS
<br />3
<br />EXTERIOR ELEVATIONS
<br />4
<br />ELECTRICAL PLANS
<br />5
<br />ROOF PLANS
<br />6
<br />FOUNDATION PLANS
<br />7
<br />ROOF FRAMING PLANS
<br />8
<br />LINTEL PLAN AND DETAILS
<br />SN
<br />STRUCTURAL NOTES
<br />S N 1
<br />DETAILS
<br />S3
<br />DETAILS s':
<br />b••?a
<br />S4
<br />DETAILS V
<br />odd
<br />S5
<br />DETAILS
<br />®
<br />SS
<br />RETROFIT DETAILS
<br />WP
<br />WATERPROOFING DETAILS
<br />PA1.0
<br />PRODUCT APPROVAL NUMBERS
<br />PA1.1
<br />PRODUCT APPROVAL NUMBERS
<br />PA1.2
<br />PRODUCT APPROVAL NUMBERS
<br />PA1.3
<br />PRODUCT APPROVAL NUMBERS
<br />ALL WORK SHALL COMPLY WITH PREVAI
<br />LINns
<br />NATIONAL ELECTRIC CODE,
<br />di
<br />REVIIEW DATE
<br />I ABBREVIATIONS I
<br />AFF.
<br />ABOVE FINISH FLOOR
<br />EXG.
<br />EXISTING
<br />PKG.
<br />PARKING
<br />ACC.
<br />ACCESS
<br />EXT.
<br />EXTERIOR
<br />PTK
<br />PARTITION
<br />AP.
<br />ACCESS PANEL
<br />FB.
<br />FACE BRICK
<br />RV.
<br />PAVE(DXNG)
<br />ADO,
<br />ADDENDUM
<br />F.O.
<br />FACE OF
<br />PvMT.
<br />PAVEMENT
<br />ADN.
<br />ADHE51VE
<br />FA5.
<br />PASTENKER)
<br />PED.
<br />PEDESTAL
<br />ADJ.
<br />ADJUSTABLE
<br />FK
<br />IMF
<br />PERT.
<br />PERIMETER
<br />AGG.
<br />AGGREATE
<br />FGL.
<br />FIBERGLASS
<br />PLA5.
<br />PLASTER
<br />A/C
<br />AIR CONDITIONING
<br />FM
<br />FINISH
<br />PLAM. OR P1.
<br />PLASTIC LAMINATE
<br />ALT.
<br />ALTERNATE
<br />FF1.
<br />FINISH FLOOR LINE
<br />FL.
<br />PLATE
<br />AB.
<br />ANCHOR BOLT
<br />F.E.
<br />FIRE EXTINGUISHER
<br />P.VG.
<br />POLYVINYL CHLORIDE
<br />APPX.
<br />APPROXIMATE
<br />PP.
<br />FIREPLACE
<br />PE.
<br />PORCELAIN ENAMEL
<br />ARCH.
<br />ARCHITECT
<br />FLG.
<br />FLASHING
<br />P.SF.
<br />POUNDS PER SQUARE FOOT
<br />AD.
<br />AREA DRAIN
<br />FLR
<br />FLOOR ING)
<br />PSJ.
<br />POUNDS PER SQUARE INCH
<br />MPH.
<br />ASPHALT
<br />F.D.
<br />FLOOR DRAIN
<br />P.G.G. OR POCONO.
<br />PRECAST CONCRETE
<br />A1.
<br />ASPHALT TILE
<br />FLUB
<br />FLUORESCENT
<br />PR$. OR PREFAB.
<br />PREFABRICATE(D)
<br />AUTO.
<br />AUTOMATIC
<br />FTG.
<br />FOOTING
<br />Q.T.
<br />QUARRY TILE
<br />AUK
<br />AWING
<br />FAD.
<br />FOUNDATION
<br />RAP.
<br />RADIUS
<br />BSMMT.
<br />BASEMENT
<br />FR
<br />FRAME(DXING)
<br />RLG.
<br />ROILING
<br />BMM.
<br />BEAM
<br />F6.
<br />FULL SIZE
<br />REF.
<br />REFERENCE
<br />BRG.
<br />BEARING
<br />FBD.
<br />RPR415FED BY OTHERS
<br />REPIP
<br />REFRIGERATOR
<br />BM.
<br />BENCH MARK
<br />RJR
<br />RJMEDXING)
<br />RE. OR REMF.
<br />REIWaVEDXNG)
<br />BVL.
<br />BEVELED
<br />GA
<br />GAUGE
<br />RE5.
<br />RESILIENT
<br />BIT.
<br />BITUMINOUS
<br />G.I.
<br />GALVANIZED [RON
<br />RA
<br />RETURN AIR
<br />BILK
<br />BLOCK
<br />G.C.
<br />GENERAL CONTRACT(OR)
<br />RVS.
<br />REVERSE (SIDE)
<br />BLKG.
<br />BLOCKING
<br />GL.
<br />GLASS, GLAZNG
<br />REV.
<br />REASION(5), REVISED
<br />BD.
<br />BOARD
<br />GLB.
<br />GLA56 BLOCK
<br />ROIU.
<br />RIGHT OF U4Y
<br />B.S.
<br />BOTH SIDES
<br />GO.
<br />GRADE, GRADING
<br />R
<br />RISER
<br />B.W.
<br />BOTH WAYS
<br />GB. OR GYPBD.
<br />GYPSUM BOARD
<br />RD.
<br />ROOF DRAIN
<br />BOT.
<br />BOTTOM
<br />HD.
<br />HARD
<br />RIG.
<br />ROOFING
<br />BR
<br />BRICK
<br />HDW.
<br />HARDWARE
<br />Ri.
<br />ROOM
<br />BLDG_
<br />BUILDING
<br />HDR
<br />HEADER
<br />R0.
<br />ROUGH OPENING
<br />CAB.
<br />CABINET
<br />HTG.
<br />HEATING
<br />ft.
<br />RUBBLE
<br />CPT. OR C.
<br />CARPET
<br />HVAC.
<br />HEATING/vENTILATIN5 AIR CONDITIONING
<br />SCH,
<br />SCHEDULE
<br />CSMT.
<br />CASEMENT
<br />HD.
<br />HEAVY DUTY
<br />ANT.
<br />SEALANT
<br />C.I.
<br />CAST IRON
<br />HGT. OR WT.
<br />HEIGHT
<br />5TG.
<br />SEATING
<br />C.IP. COAL.
<br />CAST -IN -PLACE CONCRETE
<br />H.C.
<br />HOLLOW CORE
<br />SEC.
<br />SECTION
<br />C.B.
<br />CATCH BASIN
<br />HM.
<br />HOLLOW METAL
<br />5HTHG.
<br />SHEATHING
<br />CK
<br />CALK(ING)CAJLK(ING)
<br />HOK
<br />HORIZONTAL
<br />Sq.
<br />SHEET
<br />GLG.
<br />CEILING
<br />HB.
<br />H05E BIBS
<br />54.
<br />SHELF, SHELVING
<br />CEM.
<br />CEMENT
<br />ID.
<br />INSIDE DIAMETER
<br />SIM.
<br />SIMILAR
<br />CM.
<br />CENTI ETER(5)
<br />INS.
<br />M5ULAVEDPON)
<br />5KL
<br />SKYLIGHT
<br />CER
<br />CERAMIC
<br />INT.
<br />INTERIOR
<br />5L.
<br />SLEEVE
<br />C.T.
<br />CERAMIC TILE
<br />JT,
<br />JOINT
<br />S.C.
<br />SOLID CORE
<br />CHAM.
<br />CHAFER
<br />JST.
<br />JOIST
<br />5PC.
<br />SPACER
<br />CIR
<br />CIRCLE
<br />KIT.
<br />KITCHEN
<br />SFKR
<br />SPEAKER
<br />GIRL.
<br />CIRCUMFERENCE
<br />K.O.
<br />KNOCKOUT
<br />SPEC.
<br />SPECIFICATIONS
<br />CLR
<br />CLEARANCE)
<br />LAM.
<br />LAMINATED
<br />SQ.
<br />SQUARE
<br />C1.5.
<br />CLOSURE
<br />L.P.
<br />LAMINATED PLASTIC
<br />55T.
<br />STAINLESS STEEL
<br />COL.
<br />COLUMN
<br />LAv.
<br />LAVATORY
<br />STD.
<br />STANDARD
<br />COMB.
<br />COMBINATION
<br />LT.
<br />LIGHT
<br />STL.
<br />STEEL
<br />CON-.
<br />CONCRETE
<br />LTL.
<br />LINTEL
<br />STO.
<br />STORAGE
<br />CML
<br />CONCRETE MA50NRY WIT
<br />L.L.
<br />LIVE LOAD
<br />STRL
<br />STRUCTURAL
<br />CX
<br />CONNECTION
<br />LIv.
<br />LIVING
<br />SUS.
<br />SUSPENDED
<br />CONSTR
<br />CONSTRUCTION
<br />LVR
<br />LOUVER
<br />TEL.
<br />TELEPHONE
<br />CONT.
<br />CONTINUOUS
<br />MA
<br />MANHOLE
<br />TV.
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<br />THR OR THLD.
<br />THRESHOLD
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<br />CORRUGATED
<br />MA.
<br />MASONRY OFENING
<br />NG.
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<br />CTR
<br />COUNTER
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<br />MATERIAL
<br />TOO.
<br />TOP OF CONCRETE
<br />CR5.
<br />GOURSE(S)
<br />MAX
<br />MAX"
<br />TOP.
<br />TOP OF FOUNDATION
<br />cf.
<br />CUBIC FOOT
<br />MECH.
<br />MECHANICAL
<br />TR.
<br />TREAD
<br />C.Y.
<br />CUBIC YARD
<br />M.G. OR MEDLAR.
<br />MEDICINE CABINET
<br />TYR
<br />TYPICAL
<br />D.P.
<br />DAMP -PROOFING
<br />MMB.
<br />MEMBRANE
<br />Lic.
<br />UNDERCUT
<br />D1,
<br />DEAD LOAD
<br />MET. OR MTL.
<br />METAL
<br />UNF.
<br />UNFINISHED
<br />PER
<br />DEPRESSED
<br />M.
<br />METER
<br />vB
<br />VAPOR BARRIER
<br />PET. OR DTL.
<br />DETAIL
<br />mm.
<br />MILLIMETER
<br />VERT,
<br />VERTICAL
<br />DIAM. OR t
<br />DIAMETER
<br />MIN.
<br />MINIMUM
<br />VM OR V.
<br />VINYL
<br />DIM.
<br />DIMENSION
<br />MR
<br />MIRROR
<br />V.T.
<br />VINYL TILE
<br />D.W.
<br />DISH U45FER
<br />MISO.
<br />MI5CELLANEOUS
<br />WELT.
<br />WAINSCOT
<br />DR
<br />DOOR
<br />Mom.
<br />MODULAR
<br />W.TJU.
<br />W4LL TO WALL
<br />D.H.
<br />DOUBLE 41%
<br />MLD.
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<br />W.H.
<br />WALL HUNG
<br />ELEC.
<br />ELECTRIVA)
<br />OL.
<br />ON CENTER
<br />WF.
<br />WADE FLANGE
<br />D.S.
<br />DOWNSPOUT
<br />MT.
<br />MONT(EDXING)
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<br />U14TERCLOSET
<br />E.P.
<br />ELECTRICAL PANEL
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<br />OVERALL
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<br />MULLION
<br />W.P.
<br />WATERPROOFING
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<br />ELEVATION
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<br />OVERHEAD
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<br />WOOD
<br />D.T.
<br />DRAIN TILE
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<br />NAILABLE
<br />WR
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<br />W.I.
<br />WROUGHT IRON
<br />DWR
<br />DRAWER
<br />NOM.
<br />NOMNAL
<br />ULM.
<br />WELDED WIRE MESH
<br />EST.
<br />ESTIMATE
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<br />PANEL
<br />W.
<br />WIDTH, WIDE
<br />DIIG.
<br />DR41M
<br />N.I.C.
<br />NOT N CONTRACT
<br />WIN
<br />WINDOW
<br />EXH,
<br />EXHAUST
<br />PAR
<br />PARALLEL
<br />EP. OR EAF.
<br />EACH FACE
<br />NT.5.
<br />NOT TO SCALE
<br />i
<br />DAVIS BEWS
<br />DESIGN GROVP
<br />itso STATE STRg'T EAST
<br />OLD6MAR, FLORIDA 39677
<br />813 . 925 . L300 TEL
<br />813. 925. 1800 FAX
<br />W W W.DAV4SBEWS.CAM
<br />TAMPA • 1C)IIWER
<br />��-� EST. 1994
<br />oil
<br />VORTEX ENGINEERING, LLC.
<br />607 S. ALEXANDER ST., SUITE 103
<br />PLANT CITY, FLORIDA 33563
<br />813.704.4842
<br />COA 28035
<br />PAUL D. KIDWELL, P.E. #52683
<br />ANDREW J. MEISHEID, P.E. 483217
<br />I HEREBY CERTIFY THAT I HAVE REVIEWED THE
<br />ATTACHED DESIGN, AND FIND ITTO BE IN COMPLIANCE
<br />WITH SECTION R301 OF THE FLORIDA BUILDING CODE,
<br />RESIDENTIAL 6TH EDITION (2017).
<br />THE ENGINEER HAS NOT REVIEWED THE
<br />PRE-ENGINEERED TRUSS MANUF. LAYOUT TO
<br />DETERMINE ANY LOAD BEARING CONDITIONS AND
<br />RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER
<br />TRUSS LOAD INFORMATION IS SUPPLIED TO THE
<br />ENGINEER.
<br />SEALED FOR STRUCTURE ONLY
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<br />SCALE : AS NOTED
<br />DATE : 7/17/2018
<br />VERSION NO.
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<br />SHEET NO.
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<br />T
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