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<br />GENERAL CON5TRUCTION NOTE5:
<br />CHAPTERS AND 5ECTION5 REFER TO F.B.CR - 6TH EDITION (2011). NOTE: ANY DIMENSIONS AND/OR CALLOUTS WITHIN THIS SET OF DRAWINGS REFERENCING LUMBER SIZES OR WALL THICKNE55 ARE
<br />TO BE CONSIDERED "NOMINAL DIMENSIONS ALL DIMENSIONS ARE TO ROUGH FRAMING UNLE55 OTHERWISE NOTED.
<br />OCCUPANCY AND CON5TRUCTION TYPE:
<br />THIS UNIT HAS AN R3 OCCUPANCY AND BUILDING TYPE V-B CLASSIFICATION.
<br />EXTERIOR WALL ENVELOPE:
<br />BUILDER 15 RESPONSIBLE FOR PROVIDING AND MEETING ALL REQUIREMENTS OF SECTION 1012.4 OF THE F.15L. BUILDING BY PROVIDING ALL DETAILS L15TED UNDER THIS SECTION, INCLUDING BUT
<br />NOT LIMITED T0, THE MANUFACTURER'S INSTALLATION IN5TRUCTION5 AND ALL SUPPORTING DOCUMENTATION TO ENSURE THE WEATHER RE515TANCE OF THE EXTERIOR WALL ENVELOPE IS MAINTAINED.
<br />CEILING CON5TRUCTION:
<br />THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LE55 THAN 1/2 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 LE55 THAN 5/8 INCH (15.9 mm) TYPE "X" GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS 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 R302.6. ATTACHMENT OF GYPSUM BOARD SHALL COMPLY WITH TABLE R10235.
<br />EXTERIOR FIN15HE5:
<br />INSTALLATION OF EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENTS TO BE PER F.B.CR - 6TH EDITION (2011) R103.1.1 AND A5TM C 1063. ALL LATH AND LATH ATTACHMENTS SHALL BE
<br />OF CORRO5ION-RE515TANT MATERIAL. EXPANDED METAL OR WOVEN WIRE LATH SHALL BE ATTACHED WITH 1112 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. THICKNESS OF TEXTURED FIN15H OVER FRAME APPLICATION TO BE PER F.B.C.R. - bTH EDITION (2011) R103.12 AND ASTM C 92b.
<br />PER F.5LR 6TH EDITION (2011) R103.12.1 WEEP 5CREED5 SHALL BE A MINIMUM NO.26 GALVANIZED SHEET GAUGE CORROSION -RESISTANT WEEP SCREED OR PLASTIC WEEP SCREED 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 A5TM G 92b. THE WEEP 5GREED SHALL BE
<br />PLACED A MINIMUM OF 4 INCHES ABOVE THE EARTH OR 2 INCHES ABOVE PAVED AREAS. THE WEATHER RESISTANT BARRIER SHALL LAP THE ATTACHMENT FLANGE. THE EXTERIOR LATH SHALL
<br />COVER AND TERMINATE ON THE ATTACHMENT FLANGE OF THE WEEP SCREED. PER F$.CR 6TH EDITION (2011) R103.13 WATER RESISTIVE BARRIERS INSTALLED OVER WOOD BASED SHEATHING SHALL
<br />INCLUDE A WATER RE515TIVE VAPOR PERMEABLE BARRIER EQUIVALENT TO 2 LAYERS OF GRADE D PAPER. STUCCO APPLICATION AND CURING PER F.B.CR 6TH EDITION (2011) R103.15 OR IN
<br />ACCORDANCE WITH A5TM C 926.
<br />5TUCCO CONTROL JOINT5:
<br />STUCCO CONTROL JOINTS TO BE INSTALLED PER ASTM C 1063-06 (1.11.4.1 THRU 1.11.4.4) AT FRAMED WALLS TO DELINEATE AREAS NOT MORE THAN 144 5F. AND DELINEATE AREAS NOT MORE THAN 100
<br />5F. FOR HORIZONTAL APPLICATIONS. DISTANCE BETWEEN CONTROL JOINTS SHALL NOT EXCEED 18 FT, IN EITHER DIRECTION OR A LENGTH -TO -WIDTH RATIO OF 2 1/2 TO I. A CONTROL JOINT SHALL BE
<br />INSTALLED WHERE CEILING FRAMING OR FURRING CHANGE DIRECTION, AND WHERE EXPANSION JOINT OCCURS IN BASE EXTERIOR WALL. WALL OR PARTITION HEIGHT DOOR FRAMES SHALL BE
<br />CONSIDERED AS CONTROL JOINTS.
<br />EGRE55:
<br />EACH BEDROOM MUST HAVE ONE WINDOW THAT COMPLIES WITH EGRESS CODES, IF THERE IS NO ACCESS 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 />FLA5HING:
<br />I. 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 CORROSION -RESISTANT FLASHING SHALL BE APPLIED SHINGLE FASHION IN SUCH A MANNER AS 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 CORROSION -RESISTANT FLASHING SHALL BE
<br />INSTALLED AT ALL REQUIRED LOCATIONS PER R103.4.
<br />WINDOW IN5TALLATION:
<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 SHUTTER5 OR IMPACT GLASS, THE GENERAL CONTRACTOR 15 RE5PON5113LE FOR DETERMINING WHICH PROTECTIVE
<br />METHOD 15 TO BE USED.
<br />DWELLING / GARAGE OPENING5:
<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 13/8" 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 />45PHALT 5HINGLE5 (IF APPLICABLE): a
<br />I. WIND RE515TANCE OF ASPHALT SHINGLES. - ASPHALT SHINGLES SHALL BE INSTALLED IN ACCORDANCE WITH SECTION R9052.6 AND R9052b.1.
<br />2. ASPHALT SHINGLES SHALL ONLY BE USED ON ROOF SLOPES OF TWO UNITS VERTICAL IN 12 UNITS HORIZONTAL (2:12) OR GREATER. FOR ROOF SLOPES FROM TWO UNI75 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 ASTM D 22.b, TYPE I OR TYPE II, ASTM D 4869, TYPE II 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 A57M D 226, TYPE 11, A5TM D 4865, TYPE IV OR A5TM D 615115 REQUIRED IN ACCORDANCE WITH SECTION R905.11
<br />CLAY AND CONCRETE TILE (IF APPLICABLE):
<br />THE INSTALLATION OF CLAY AND CONCRETE TILE PER F.B.GR - 6TH EDITION (2011) RW53 SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'5 INSTALLATION INSTRUCTIONS, OR
<br />RECOMMENDATIONS OF FR5A/TRIFLORIDA HIGH WIND CONCRETE AND CLAY ROOF TILE INSTALLATION MANUAL,FIFTH EDITION WHERE THE VA5D15 DETERMINED IN ACCORDANCE WITH SECTION R3012.13
<br />OR THE RECOMMENDATIONS OF RAS I18,119 OR 120. REQUIRED UNDERLAYMENT PER F13LR - 6TH EDITION (2011) RW533 SHALL CONFORM WITH A5TM D 226, TYPE 11; A5TM D 2626, TYPE II; OR ASTM
<br />D 1910 OR ASTM D 6380, CLA55 M MINERAL SURFACED ROLL ROOFING AND SHALL BE INSTALLED IN ACCORDANCE WITH FR5A/TRI FLORIDA HIGH 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 R45116, In OR 120.
<br />CHIMNEY HEIGHT REQUIREMENTS (IF APPLICABLE) :
<br />WHEN STANDARD OR OPTIONAL FIREPLACE 15 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 10'-0" AWAY OR CLOSER,
<br />TUB AND 5HOWER AREA5:
<br />CEMENT, FIBER -CEMENT, OR GLA55 MAT GYPSUM BOARD (NO GREEN BOARD ALLOWED) IN COMPLIANCE WITH A5TM C1288, C1325, OR 0I18 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 5LEEVE5 AROUND PIPING PENETRATING CONCRETE SLAB -ON -GRADE FLOORS SHALL NOT BE OF CELLULOSE CONTAINING MATERIALS. IF 501L TREATMENT 15 USED FOR
<br />SUBTERRANEAN TERMITE PROTECTION, THE SLEEVE SHALL HAVE A MAXIMUM WALL THICKNE55 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 TERMITICIDE5 SHALL BE APPLIED IN51DE THE SLEEVE.
<br />2. PROTECTION AGAINST DECAY AND TERMITES. - CONDENSATE LINES, IRRIGATION / SPRINKLER SYSTEM RISERS FOR SPRAY HEADS, AND ROOF DOWN5POUT5 SHALL DISCHARGE AT LEAST I FOOT
<br />(305 mm) AWAY FROM THE STRUCTURE 51DEWALL, WHETHER BY UNDERGROUND PIPING, TAIL EXTENSIONS, OR SPLASH BLOCKS. GUTTERS WITH DOWN5POUT5 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 FURNISHED BY THE GENERAL CONTRACTOR AS AN ATTACHMENT TO TH15 PLAN SET AT THE TIME OF APPLICATION FOR
<br />PERMIT,
<br />2. MECHANICAL APPLIANCES SHALL BE ACCE551BLE 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 />(162 mm) WIDE SHALL BE PROVIDED IN FRONT OF THE CONTROL SIDE 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.126 GAUGE (0.48 mm) SHEET STEEL
<br />OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE.
<br />4. FOUNDATIONS AND 5UPPORT5 FOR OUTDOOR MECHANICAL SYSTEMS SHALL BE RA15ED AT LEAST 3 INCHES (16 mm) ABOVE THE FINISHED GRADF 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 PANS SHALL BE INSTALLED IN ACCORDANCE WITH THE APPLICABLE PROVISIONS OF SECTIONS 1114113.
<br />EXHAU5T FAN5 AND VENTING:
<br />1. OUTDOOR DISCHARGE. THE AIR REMOVED BY EVERY MECHANICAL EXHAUST SYSTEM SHALL BE D15CHARGED 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 (1.6 RAD) BEND. THE MAXIMUM LENGTH OF THE EXHAUST DUCT DOES NOT INCLUDE THE TRANSITION DUCT. EXCEPTION - WHERE A CLOTHES DRYER 15005TER FAN IS
<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 13005TER FAN MANUFACTURER'S INSTALLATION INSTRUCTIONS. WHERE A CLOTHES DRYER 13005TER FAN 15 INSTALLED AND NOT READILY ACCE55115LE FROM THE ROOM IN WHICH THE DRYER i5
<br />LOCATED, A PERMANENT IDENTIFYING LABEL SHALL BE PLACED ADJACENT TO WHERE THE EXHAUST DUCT ENTERS THE WALL. THE LABEL SHALL BEAR THE WORDS "THIS 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 AMIGA STANDARD 550 N W.
<br />ATTENTION GENERAL CONTRACTOR / BUILDER:
<br />155UANCE OF PLANS FROM THI5 DRAFTER'S OFFICE SHALL NOT RELIEVE THE BUILDER OF RE5PON51BILITY TO REVIEW AND VERIFY ALL NOTES, DIMEN51ON5, AND ADHERENCE TO APPLICABLE
<br />BUILDING CODES PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION. ANY DISCREPANCY OF ERROR IN NOTES, DIMENSIONS, OR ADHERENCE TO APPLICABLE BUILDING CODES SHALL BE BROUGHT
<br />TO THE ATTENTION OF THE DRAFTER'S OFFICE FOR CORRECTION BEFORE COMMENCEMENT OF ANY CONSTRUCTION CORRECTION / REVISIONS. ANY REV1510N5 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'S OFFICE, THE DRAFTER SHALL NOT BE HELD RE51FON51BLE.
<br />REV.12-31-2011
<br />REVISION LOG
<br />7/17/18
<br />1.0
<br />CREATED LOT SPECIFIC PLAN ELEVATION "A" GARAGE LEFT
<br />LOT 14 BLOCK 05 SILVERADO
<br />35989 SADDLE PALM WAY
<br />ZEPHYRHILLS, FL 33541
<br />LE N NARM
<br />2485 -LEFT
<br />INDEX OF DRAWINGS
<br />SHT. NO.
<br />DESCRIPTION
<br />CS
<br />COVER SHEET Rl�irIeWDATE
<br />1
<br />FLOOR PLANS,, EPHYt�
<br />2
<br />INTERIOR ELEVATIONS
<br />3
<br />EXTERIOR ELEVATIONS
<br />4
<br />ELECTRICAL P FLO aq , p'� I.11 V t
<br />5
<br />ROOF PLANS ORS THE pq QF �E Y��+
<br />6
<br />FOUNDATION PLANS
<br />7
<br />ROOF FRAMING PLANS
<br />8
<br />LINTEL PLAN AND DETAILS
<br />SN
<br />STRUCTURAL NOTES
<br />SN 1
<br />DETAILS
<br />S3
<br />DETAILS
<br />S4
<br />DETAILS
<br />S5
<br />DETAILS
<br />SS
<br />RETROFIT DETAILS
<br />WP WATERPROOFING DETAILS
<br />PA1.0 PRODUCT APPROVAL NUMBERS
<br />PAl.l PRODUCT APPROVAL NUMBERS
<br />PA1.2 PRODUCT APPROVAL NUMBERS
<br />PA1.3 PRODUCT APPROVAL NUMBERS
<br />I ABBREVIATIONS I
<br />AFF.
<br />ABOVE FINISH FLOOR
<br />EXG.
<br />EXISTING
<br />FIG.
<br />PARING
<br />ACC.
<br />ACCESS
<br />EXT.
<br />EXTERIOR
<br />PTN
<br />PARTITION
<br />AP.
<br />ACCESS PANEL
<br />FB.
<br />FACE BRICK
<br />PV.
<br />PAVE(DXWG)
<br />ADO.
<br />ADDENDUM
<br />F.O.
<br />FACE OF
<br />"T.
<br />PAVEMENT
<br />ADH.
<br />ADHE51VE
<br />FAG.
<br />FASTENER)
<br />PED.
<br />PEDESTAL
<br />ADJ.
<br />ADJUSTABLE
<br />FN
<br />FENCE
<br />PERT.
<br />PERIMETER
<br />AGO.
<br />AGGREATE
<br />FGL.
<br />FIBERGLASS
<br />PI -As.
<br />PLASTER
<br />A/C
<br />AIR CONDITIONING
<br />FIN.
<br />FINISH
<br />PLAM. OR PL.
<br />PLASTIC LAMINATE
<br />ALT.
<br />ALTERNATE
<br />FFL.
<br />FIN1514 FLOOR LINE
<br />PL.
<br />PLATE
<br />AB.
<br />ANCHOR BOLT
<br />FE.
<br />FIRE EXTINGUISHER
<br />P.VD.
<br />POLYVINYL CHLORIDE
<br />APPX
<br />APPROXIMATE
<br />FP.
<br />FIREPLACE
<br />PE.
<br />PORCELAIN ENAMEL
<br />ARCH.
<br />ARCHITECT
<br />FLG.
<br />FLASHING
<br />PSF.
<br />POUNDS PER SQUARE FOOT
<br />AD.
<br />AREA DRAIN
<br />FLR
<br />FLOOR(IW)
<br />PAL
<br />POUNDS PER SQUARE INCH
<br />ASPH.
<br />ASPHALT
<br />F.D.
<br />FLOOR DRAM
<br />P.C.C. OR P.C.CONC.
<br />PRECAST CONCRETE
<br />AT.
<br />ASPHALT TILE
<br />FLUB
<br />FLUORESCENT
<br />PFIB OR PREFAB.
<br />PREFABRICATE(D)
<br />AUTO.
<br />AUTOMATIC
<br />FTG.
<br />FOOTING
<br />Q.T.
<br />QUARRY TILE
<br />AWN
<br />AWNING
<br />FAD.
<br />FOUNDATION
<br />RAP.
<br />RADIUS
<br />13511t
<br />BASEMENT
<br />FIR
<br />FRAME(DXING)
<br />RLG.
<br />RAILING
<br />BM.
<br />BEAM
<br />FS.
<br />FULL SIZE
<br />REF.
<br />REFERENCE
<br />BRIG.
<br />BEARING
<br />FBO.
<br />FURNISHED BY OTHERS
<br />REFR
<br />REFRIGERATOR
<br />BM.
<br />BENCH MARK
<br />FUR
<br />FURREDXING)
<br />RE. OR REINF.
<br />REIFORC(EDXWG)
<br />BVL,
<br />BEVELED
<br />GA
<br />GAUGE
<br />RES.
<br />K51LIENT
<br />BIT.
<br />BITUMINOUS
<br />G.I.
<br />GALVANIZED IRON
<br />RA
<br />RETURN AIR
<br />BLK
<br />BLOCK
<br />G.G.
<br />GENERAL CONTRACT(OR)
<br />RV5.
<br />REVERSE (SIDE)
<br />BLKG.
<br />BLOCKING
<br />GL.
<br />GLASS, GLAZING
<br />REV.
<br />REASION(5), REVISED
<br />BD.
<br />BOARD
<br />GLB.
<br />GLASS BLOCK
<br />ROW.
<br />RIGHT OF WAY
<br />B.S.
<br />BOTH SIDES
<br />GD.
<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 />SOT.
<br />BOTTOM
<br />ND.
<br />HARD
<br />fFG.
<br />ROOFING
<br />BR
<br />BRICK
<br />HDW.
<br />HARDWARE
<br />FtL
<br />ROOM
<br />BLDG.
<br />BUILDING
<br />HOR
<br />HEADER
<br />RD.
<br />ROUGH OPENING
<br />CAB.
<br />CABIN
<br />HTG.
<br />HEATING
<br />R3L.
<br />RABBLE
<br />CPT. OR C.
<br />CARPET
<br />HVAC.
<br />HEATING/VENTILATING/AIR CONDITIONING
<br />SCH.
<br />SCHEDULE
<br />CSMT,
<br />CASEMENT
<br />H.D.
<br />HEAVY DITTY
<br />SAT.
<br />SEALANT
<br />G.I.
<br />CAST IRON
<br />HGT. OR HT.
<br />HEIGHT
<br />5TG.
<br />SEATING
<br />C.IP. CONC.
<br />CAST -IN -PLACE CONCRETE
<br />H.C.
<br />HOLLOW CORE
<br />SEC.
<br />SECTION
<br />CB.
<br />CATCH BASIN
<br />H.M.
<br />HOLLOW METAL
<br />SHTHG.
<br />SHEATHING
<br />CK
<br />CALK(Wi) CAULK(MG)
<br />HOR7
<br />HORIZONTAL
<br />54T.
<br />SHEET
<br />CLG.
<br />CEILING
<br />NB.
<br />HOSE BIBB
<br />514.
<br />SHELF, 5HELVING
<br />GEM.
<br />CEMENT
<br />ID.
<br />INSIDE DIAMETER
<br />SM.
<br />SIMILAR
<br />CM.
<br />CENTIMETERS)
<br />INS.
<br />N5ULAVEOXION)
<br />5KL.
<br />SKYLIGHT
<br />CER
<br />CERAMIC
<br />Mt.
<br />INTERIOR
<br />5L.
<br />SLEEVE
<br />C.T.
<br />CERAMIC TILE
<br />JT.
<br />JOINT
<br />S.C.
<br />BOLID CORE
<br />CHAM.
<br />CHAPTER
<br />UST.
<br />JOIST
<br />5PC.
<br />SPACER
<br />CIR
<br />CIRCLE
<br />KIT.
<br />KITCHEN
<br />SFKR
<br />SPEAKER
<br />CIRC.
<br />CIRCUMFERENCE
<br />KA.
<br />KNOCKOUT
<br />5qC.
<br />SPECIFICATIONS
<br />CLR
<br />CLEARANCE)
<br />LAM.
<br />LAMINATED
<br />5Q.
<br />SQUARE
<br />CLS.
<br />CLOSURE
<br />I.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 />St.
<br />STEEL
<br />CONC.
<br />CONCRETE
<br />LTL.
<br />LINTEL
<br />STO.
<br />STORAGE
<br />GMll
<br />CONCRETE MA50WY UNIT
<br />LL.
<br />LIVE LOAD
<br />5TR1.
<br />STRUCTURAL
<br />CX
<br />CONNECTION
<br />LIV.
<br />LIVING
<br />61,15.
<br />SUSPENDED
<br />CONSTR.
<br />CONSTRUCTION
<br />LVR
<br />LOUVER
<br />TEL
<br />TELEPHONE
<br />CONT.
<br />CONTINUOUS
<br />MN.
<br />MANHOLE
<br />TV.
<br />TELEVISION
<br />CENTR
<br />CONTRACTOR
<br />M1FR
<br />MANUFACTURER
<br />THK
<br />THIMNE55)
<br />G.J.
<br />CONTROL OR CONSTRICTION JOINT
<br />MAS.
<br />MASONRY
<br />THR OR THUD.
<br />THRESHOLD
<br />COFR
<br />CORRUGATED
<br />M.O.
<br />MA50NRY OPENING
<br />TAG.
<br />TONGUE AND GROOVED
<br />CTR
<br />COUNTER
<br />MATL.
<br />MATERIAL
<br />T.O.G.
<br />TOP OF CONCRETE
<br />ORS.
<br />GOURSE(S)
<br />MAX
<br />MAXIMUM
<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 />MD. OR MEDGAB.
<br />MEDICINE CABINET
<br />TYP.
<br />TYPICAL
<br />DP.
<br />DAMP PROOFING
<br />MINIS.
<br />MEMBRANE
<br />UC.
<br />UNDERCUT
<br />DL.
<br />DEAD LOAD
<br />MET. OR MTL.
<br />METAL i
<br />ff.
<br />UNFINISHED
<br />DEP.
<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 />VIN OR V.
<br />VINYL
<br />DM.
<br />DIMENSION
<br />MIR
<br />MIRROR
<br />V.T.
<br />VINYL TILE
<br />DID.
<br />DISH W45HER
<br />MISC.
<br />MISCELLANEOUS
<br />WSCT.
<br />1AN5COT
<br />DR
<br />DOOR
<br />MOD.
<br />MODULAR
<br />W.TW.
<br />WALL TO WALL
<br />PA
<br />DOUBLE WING
<br />MLD.
<br />MOLDWG, MOULDING
<br />WA
<br />WALL HUNG
<br />ELEC.
<br />ELECTRIVAL)
<br />O.C.
<br />ON CENTER
<br />WF.
<br />WIDE FLANGE
<br />D.S.
<br />DOWNS
<br />MT.
<br />MOUNT(EDXING)
<br />W.G.
<br />WATER CLOSET
<br />EP.
<br />ELECTRICAL PANEL
<br />O.A.
<br />OVERALL
<br />W/0.
<br />WITHOUT
<br />D.
<br />DRAIN
<br />MULL.
<br />MULLION
<br />W.P.
<br />WATERPROOFING
<br />EL
<br />ELEVATION
<br />OH. OR O'HEAD.
<br />OVERHEAD
<br />WD.
<br />WOOD
<br />D.T.
<br />DRAIN TILE
<br />NIL.
<br />NAILABLE
<br />WR
<br />WATER K615TANT
<br />Ea
<br />EQUAL
<br />RUT.
<br />PANTED)
<br />W.I.
<br />WROUGHT IRON
<br />DWR
<br />DRAWER
<br />NOM.
<br />NOMINAL
<br />W1 h
<br />WELDED WIRE MESH
<br />EST.
<br />ESTIMATE
<br />K.
<br />PANEL
<br />W.
<br />WIDTH, WIDE
<br />DUI G.
<br />DRAWING
<br />NU.C.
<br />NOT IN CONTRACT
<br />WIN
<br />WINDOW
<br />EXH.
<br />EXHAUST
<br />PAR
<br />PARALLEL
<br />EF. OR EAF.
<br />EACH FACE
<br />KTS.
<br />NOT TO SCALE
<br />DAVIS BEWS
<br />DESIGN GROVP
<br />150 STATE SIREE't EAST
<br />OLD6MAR, H.oRIDA 39677
<br />813 . 925.1300 -i-II.
<br />8Il3.925.1800 FAX
<br />W W W.DAVISBEWS.CAM
<br />TAMPA • DEIVVFA
<br />�-� PST. 1994
<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. #83217
<br />1 HEREBY CERTIFY THAT I HAVE REVIEWED THE
<br />ATTACHED DESIGN, AND FIND IT TO 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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