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GENERAL CONSTRUCTION NOTE5:
<br />CHAPTERS AND SECTIONS REFER TO FB.CR - 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 DIMEN51ON5". ALL DIMENSIONS ARE TO ROUGH FRAMING UNLESS OTHERWISE NOTED. 10/4/ 18 1.0
<br />OCCUPANCY AND CONSTRUCTION TYPE:
<br />TH15 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 1011.4 OF THE FB.C: BUILDING BY PROVIDING ALL DETAILS LISTED UNDER TH15 SECTION, INCLUDING BUT
<br />NOT LIMITED TO, THE MANUFACTURER'S INSTALLATION IN5TRUCTION5 AND ALL SUPPORTING DOCUMENTATION TO ENSURE THE WEATHER RE515TANCE 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 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 15 A
<br />FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL AL50 BE PROTECTED BY NOT LE55 THAN I/2 INCH (12.1 mm) GYPSUM BOARD OR EQUIVALENT IN ACCORDANCE WITH
<br />FB.C.R - 6TH EDITION (2011) R302.6 AND TABLE R302.6. ATTACHMENT OF GYPSUM BOARD SHALL COMPLY WITH TABLE R10235.
<br />EXTERIOR FINISHES:
<br />INSTALLATION OF EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENTS TO BE PER F.B.C.R - 6TH EDITION (2011) R103.1.1 AND A5TM C 1063. ALL LATH AND LATH ATTACHMENTS SHALL BE
<br />OF CORRO51ON-RE515TANT MATERIAL. EXPANDED METAL OR WOVEN WIRE LATH SHALL BE ATTACHED WITH 1 1/2 INCH 11 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 - 6TH EDITION (2011) R103.12 AND ASTM C 92b.
<br />PER FB.CR 6TH EDITION (2011) R103.12.1 WEEP 5GREED5 SHALL BE A MINIMUM NO.26 GALVANIZED SHEET GAUGE CORR051ON-RE515TANT 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 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 RESISTANT 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 RESISTIVE BARRIERS INSTALLED OVER WOOD BASED SHEATHING SHALL
<br />INCLUDE A WATER RE615TIVE VAPOR PERMEABLE BARRIER EQUIVALENT TO 2 LAYERS OF GRADE D PAPER. STUCCO APPLICATION AND CURING PER FB.CR 6TH EDITION (2011) R1O3.15 OR IN
<br />ACCORDANCE WITH ASTM G 92b.
<br />5TUCGO CONTROL JOINTS:
<br />STUCCO CONTROL JOINTS TO BE INSTALLED PER ASTM C 1063-06 (1.IAl THRU 1,11.4A) AT FRAMED WALLS TO DELINEATE AREAS NOT MORE THAN 144 SF. AND DELINEATE AREAS NOT MORE THAN Imo
<br />5F. FOR HORIZONTAL APPLICATIONS. DISTANCE BETWEEN CONTROL JOINTS SHALL NOT EXCEED IS 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 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-RE515TANT 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 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 15 RESPONSIBLE FOR DETERMINING WHICH PROTECTIVE
<br />METHOD 15 TO BE USED.
<br />DWELLING / GARAGE OPENIN65:
<br />THE OPENING BETWEEN THE GARAGE AND LIVING AREA SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LE55 THAN 13/8" IN THICKNE55, SOLID CORE (5.0) 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 />ASPHALT 5HINGLE6 (IF APPLICABLE) :
<br />1. WIND RESISTANCE OF ASPHALT SHINGLES. - ASPHALT 5HINGLE5 SHALL BE INSTALLED IN ACCORDANCE WITH SECTION R9052b AND R90521ol
<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 'ROM 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 ASTM D 226, TYPE I OR TYPE II, ASTM D 4869, TYPE II OR
<br />TYPE IV OR ASTM D bl51 15 REQUIRED IN ACCORDANCE WITH SECTION R905.1.1. FOR ROOF 5LOPE5 FROM FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL (4:12) AND GREATER, ONE LAYER OF
<br />UNDERLAYMENT COMPLYING WITH ASTM D 226, TYPE 11, A5TM D 4869, TYPE IV OR A5TM D 615115 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.C.R - 6TH EDITION (2011) RW53 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 VASD 15 DETERMINED IN ACCORDANCE WITH SECTION R3012.13
<br />OR THE RECOMMENDATIONS OF RAS 118,119 OR 120. REQUIRED UNDERLAYMENT PER F.B.G.R - bTH EDITION (2011) RW533 SHALL CONFORM WITH A5TM D 22b, TYPE 11; ASTM D 2b2b, TYPE 11; OR ASTM
<br />D I910 OR A5TM D 6380, CLA55 M MINERAL SURFACED ROLL ROOFING AND SHALL BE INSTALLED IN ACCORDANCE WITH FRSA/TRI FLORIDA HIGH WIND CONCRETE AND CLAY ROOF TILE
<br />INSTALLATION MANUAL, FIFTH EDITION WHERE THE vASD IS DETERMINED IN ACCORDANCE WITH SECTION R3012.13 OR THE RECOMMENDATIONS OF RA5 118, 119 OR 120.
<br />CHIMNEY HEIGHT REQUIREMENTS (IF APPLICABLE) :
<br />WHEN STANDARD OR OPTIONAL FIREPLACE 15 TO BE INSTALLED THE CHIMNEY MUST EXTEND Y-0" PAST THE HIGHER POINT WHERE IT EXTENDS THROUGH THE ROOF AND MUST BE 2'-0" HIGHER THAN
<br />THE ROOF OR RIDGE THAT IS 10'-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 ASTM C12W, C525, 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 5LA5-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 U51NG A NON -CORROSIVE CLAMPING DEVICE TO
<br />ELIMINATE THE ANNULAR SPACE BETWEEN THE PIPE AND THE SLEEVE. NO TERMITICIDE5 SHALL BE APPLIED INSIDE THE SLEEVE.
<br />2. PROTECTION AGAINST DECAY AND TERMITES. - CONDENSATE LINES, IRRIGATION / SPRINKLER 5Y5TEM RI5ER5 FOR SPRAY HEADS, AND ROOF DOWNSPOUTS SHALL D15CHARGE AT LEAST I FOOT
<br />(305 mm) AWAY FROM THE STRUCTURE 51DEWALL, WHETHER BY UNDERGROUND PIPING, TAIL EXTENSIONS, OR 5PLA5H BLOCKS. GUTTERS 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 />I. ENERGY CALCULATIONS FOR HEATING AND COOLING CAPACITIES SHALL BE FURN15HED 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 ACCE5515LE 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. 026 GAUGE (0.48 mm) SHEET STEEL
<br />OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENI%5 INTO THE GARAGE.
<br />4. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL SYSTEMS SHALL BE RAISED AT LEAST 3 INCHES (16 mm) ABOVE THE FIN15HED GRADE AND SHALL ALSO CONFORM TO THE
<br />MANUFACTURER'S INSTALLATION INSTRUCTIONS.
<br />5. AUXILIARY DRAIN PAN. CATEGORY IV CONDEN51NG APPLIANCES 514ALL 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 M1411.3.
<br />EXHAUST FANS 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 5HALL 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 INSIDE 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 TRAN51TION DUCT. EXCEPTION - WHERE A CLOTHES DRYER BOOSTER 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 5005TER FAN MANUFACTURER'S INSTALLATION INSTRUCTIONS. WHERE A CLOTHES DRYER 5005TER FAN 15 INSTALLED AND NOT READILY ACCE551BLE 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 "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 AMCA STANDARD 550 IN W.
<br />ATTENTION GENERAL CONTRACTOR / BUILDER:
<br />ISSUANCE OF PLANS FROM THIS 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 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 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'S OFFICE, THE DRAFTER SHALL NOT BE HELD RESPONSIBLE.
<br />REV.12-31-2011
<br />REVISION LOG
<br />CREATED LOT SPECIFIC PLAN ELEVATION "B" GARAGE RIGHT
<br />LOT 20 BLOCK 05 SILVERADO
<br />35941 SADDLE PALM WAY
<br />ZEPHYRHILLS, FL 33541
<br />I L I -I I-- I I 11
<br />- - I
<br />i
<br />m I
<br />llmlmlm
<br />LENNARM
<br />2485 -RIGHT
<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 />SN 1
<br />DETAILS
<br />S3
<br />DETAILS ; •�,
<br />• ;
<br />S4
<br />DETAILS - x
<br />•-�
<br />S5
<br />DETAILS >`•.,
<br />o`
<br />�; -Co
<br />SS
<br />RETROFIT DETAILS '''%,d •
<br />' • •o .```
<br />WP
<br />WATERPROOFING DETAILS 17-11
<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 SI`fALE
<br />'.(Juts FLORIDA BUILDING CODE •r.�HH�v
<br />NATIONAL ELECTRIC, COLE.
<br />ORDINANCES F'HYRI�II; LS
<br />�c v,Evv it)a nc JAI 2
<br />auk,
<br />I ABBREVIATIONS
<br />AFF.
<br />A60VE FIN15H FLOOR
<br />EXG.
<br />EXISTING
<br />EKG.
<br />PARKING
<br />ACC.
<br />ACCE55
<br />EXT.
<br />EXTERIOR
<br />PTN
<br />PARTITION
<br />AP.
<br />ACCESS PANEL
<br />F.B.
<br />FACE BRICK
<br />PV,
<br />PAVE(WING)
<br />ADO.
<br />ADDENDUM
<br />FD.
<br />FACE OF
<br />PVMT.
<br />PAVEMENT
<br />A)H.
<br />ADHESIVE
<br />FA5.
<br />FASTENER)
<br />PED.
<br />PEDESTAL
<br />ADJ.
<br />ADJUSTABLE
<br />K
<br />FENCE
<br />PER.
<br />PERIMETER
<br />AGG.
<br />AGGR'EATE
<br />FGL.
<br />FIBERGLASS
<br />PLA9.
<br />PLASTER
<br />A/C
<br />AIR CONDITIONING
<br />FIN.
<br />FIN15H
<br />PLA OR PL.
<br />PLASTIC LAMINATE
<br />ALT
<br />ALTERNATE
<br />FFL.
<br />FINI5W FLOOR LINE
<br />PL.
<br />PLATE
<br />A.B.
<br />ANCHOR BOLT
<br />FE.
<br />FIRE EXTINGUISHER
<br />RYL.
<br />POLYVINYL CHLORIDE
<br />APPX.
<br />APPROXIMATE
<br />F.P.
<br />FIREPLACE
<br />P.E.
<br />PORCELAIN ENAMEL
<br />ARCH.
<br />ARCHITECT
<br />FLG.
<br />FLA5HI%
<br />P5F
<br />FOUNDS PER SQUARE FOOT
<br />AD.
<br />AREA DRAIN
<br />FLR
<br />FLOORING)
<br />P.S.I.
<br />POUNDS PER 5WARE INCH
<br />A5PH.
<br />ASPHALT
<br />F.D.
<br />FLOOR DRAIN
<br />P.C.G. OR P.CLONG.
<br />PRECAST CONCRETE
<br />AT.
<br />ASPHALT TILE
<br />FLUR
<br />FLUORESCENT
<br />FFB.OR PREFAB.
<br />PREFABRICATE(D)
<br />AUTO.
<br />AUTOMATIC
<br />FTG.
<br />FOOTING
<br />Q.T.
<br />QUARRY TILE
<br />AWN
<br />AUNNG
<br />END,
<br />FOUNDATION
<br />RAD.
<br />RADIUS
<br />B5MT.
<br />BASEMENT
<br />FR
<br />FRAME(DXING)
<br />RLG.
<br />RAILING
<br />BM.
<br />BEAM
<br />F.S.
<br />FULL SIZE
<br />REF.
<br />REFERENCE
<br />BRIG.
<br />BEARING
<br />FB.O.
<br />RR415HED BY OTHERS
<br />REFR
<br />REFRIGERATOR
<br />BM.
<br />BENCH MARK
<br />RJR
<br />RWEDXING)
<br />K. OR REM
<br />REINFORCIEWING)
<br />BYL.
<br />BEVELED
<br />GA
<br />GAUGE
<br />RES.
<br />RE51LIENT
<br />BIT.
<br />BITUMINOUS
<br />G.I.
<br />GALVANIZED IRON
<br />RA
<br />RETURN AIR
<br />BLK
<br />BLOCK
<br />G.C.
<br />GENERAL CONTRACT(OR)
<br />RVS.
<br />REVERSE (SIDE)
<br />BLKG.
<br />BLOCKING
<br />GL,
<br />GLASS, GLAZING
<br />REV.
<br />KvISION5), REVISED
<br />M.
<br />BOARD
<br />GLB.
<br />GLASS BLOCK
<br />ROW.
<br />RIGHT OF WAY
<br />BS.
<br />BOTH SIDES
<br />GD.
<br />GRADE, GRADING
<br />R
<br />RISER
<br />Bill.
<br />BOTH WAYS
<br />GB. OR GYPBD.
<br />GYPSUM BOARD
<br />RD.
<br />ROOF DRAIN
<br />BOT.
<br />BOTTOM
<br />HD.
<br />HARD
<br />RFC.
<br />ROGfNG
<br />BR
<br />BRICK
<br />HDW.
<br />HARDWARE
<br />R9.
<br />ROOM
<br />BLDG.
<br />BUILDING
<br />HOP,
<br />HEADER
<br />RD.
<br />ROUGH OPENING
<br />CAB,
<br />CABINET
<br />HTG.
<br />HEATING
<br />IRS-
<br />RUBBLE
<br />CPT. OR C.
<br />CARPET
<br />HVAC.
<br />HEATING/VENTILATING/AIR CONDITIONING
<br />5Gk
<br />SCHEDULE
<br />cSMT.
<br />CASEMENT
<br />HD.
<br />HEAVY DUTY
<br />5NT.
<br />SEALANT
<br />G.I.
<br />CAST IRON
<br />HOT. OR HT.
<br />HEIGHT
<br />SM.
<br />SEATING
<br />C.IP. COW.
<br />CAST -IN -PLACE CONCRETE
<br />NL.
<br />HOLLOW CORE
<br />SEC.
<br />SECTION
<br />CB.
<br />CATCH BASIN
<br />HT1,
<br />HOLLOW METAL
<br />SHTHG.
<br />5HEATHMG
<br />CK
<br />CALK(ING) CAULK(ING)
<br />HORZ,
<br />HORIZONTAL
<br />51-17.
<br />SHEET
<br />CLG.
<br />CEILING
<br />HB.
<br />H05E 51BB
<br />SIR
<br />SHELF, SHELVING
<br />CRT(.
<br />CEMENT
<br />ND.
<br />N51DE DIAMETER
<br />SIM.
<br />SIMILAR
<br />CM.
<br />CENTIMETERS)
<br />INS.
<br />N5ULAT(EDXION)
<br />5KL.
<br />SKYLIGHT
<br />CER
<br />CERAMIC
<br />INT.
<br />INTERIOR
<br />SL.
<br />SLEEVE
<br />C.T.
<br />CERAMIC TILE
<br />JT.
<br />JOINT
<br />SO.
<br />SOLID CORE
<br />CHAM.
<br />CHAMFER
<br />JSi.
<br />JOIST
<br />SPC.
<br />SPACER
<br />CIR
<br />CIRCLE
<br />KIT.
<br />KITCHEN
<br />SFW
<br />SPEAKER
<br />CIRC.
<br />CIROJI•FEFENCE
<br />KO.
<br />KNOCKOUT
<br />WEC.
<br />SPECIFICATIONS
<br />CLR
<br />CLEARANCE)
<br />LAM,
<br />LAMINATED
<br />W.
<br />SCUARE
<br />CLS.
<br />CLOSURE
<br />LP.
<br />LAMINATED PLASTIC
<br />55T.
<br />STAINLESS STEEL
<br />COL.
<br />COLUMN
<br />LAY.
<br />LAVATORY
<br />STD.
<br />STANDARD
<br />COMB.
<br />COMBINATION
<br />LT.
<br />LIGHT
<br />51.
<br />STEEL
<br />CONC,
<br />CONCRETE
<br />LTL.
<br />LINTEL
<br />5Ta
<br />STORAGE
<br />CMU.
<br />CONCRETE MA50NRY UNIT
<br />LL.
<br />LIVE LOAD
<br />5TRL.
<br />STRUCTURAL
<br />Cx
<br />CONNECTION
<br />LIV.
<br />LIVING
<br />5U5.
<br />SUSPENDED
<br />CONNTR
<br />CONSTRUCTION
<br />LVR
<br />LOUVER
<br />TEL.
<br />TELEPHONE
<br />CONT.
<br />CONTINUOUS
<br />M.H.
<br />MANHOLE
<br />TV.
<br />TELEVISION
<br />CONTR
<br />CONTRACTOR
<br />IFR
<br />MANUFACTURER)
<br />THK
<br />THICK(NE5S)
<br />C.I.
<br />CONTROL OR CONSTRUCTION JOINT
<br />MAS.
<br />MASONRY
<br />TH . OR THLD.
<br />THRESHOLD
<br />CORK
<br />CORRU6ATED
<br />MD.
<br />MASONRY OPENING
<br />TUG.
<br />TONGUE AND GROOVED
<br />CTR
<br />COUNTER
<br />MAIL.
<br />MATERIAL
<br />TDL.
<br />TOP OF CONCRETE
<br />CR5.
<br />COURSE(5)
<br />MAX
<br />MAXMM
<br />TDF.
<br />TOP OF FOUNDATION
<br />CF.
<br />CUBIC FOOT
<br />MEGH.
<br />MEOHANIGAL
<br />TR
<br />TREAD
<br />C.Y.
<br />CUBIC YARD
<br />ML. OR MEDLAB.
<br />MEDICINE CABINET
<br />TYR
<br />TYPICAL
<br />DP-
<br />DRIP-PROOFMG
<br />MMB.
<br />MEMBRANE
<br />UC.
<br />UNDERCUT
<br />%.
<br />DEAD LOAD
<br />MET. OR MTL.
<br />METAL
<br />Utf.
<br />UNFINISHED
<br />DEN.
<br />DEPRESSED
<br />M.
<br />METER
<br />VD.
<br />VAPOR BARRIER
<br />DET. OR DTL.
<br />DETAIL
<br />MM.
<br />MILLIMETER
<br />VERT.
<br />VERTICAL
<br />DIA. OR I
<br />DIAMETER
<br />MIN.
<br />MINIMUM
<br />vM OR v.
<br />VINYL
<br />DIM.
<br />DIMENSION
<br />MIR
<br />MIRROR
<br />Y.T.
<br />VINYL TILE
<br />Da
<br />DISH WASHER
<br />MISC.
<br />MI5CELLANEOUS
<br />WSCT.
<br />WAINSCOT
<br />DR
<br />DOOR
<br />MOD.
<br />MODULAR
<br />WTW.
<br />WALL TO WALL
<br />DA
<br />DOUBLE HUNG
<br />M.D.
<br />MOLDING, MOULDING
<br />WA
<br />WALL HUNG
<br />ELEC.
<br />ELECTRIC(AL)
<br />O.C.
<br />ON CENTER
<br />UP.
<br />WIDE FLANGE
<br />D5.
<br />DOWNSPOUT
<br />MT.
<br />MOUNT(EDXING)
<br />WC.
<br />WATER CL05ET
<br />EP.
<br />ELECTRICAL PANEL
<br />O.A.
<br />OVERALL
<br />W/0.
<br />WITHOUT
<br />D.
<br />DRAIN
<br />MULL.
<br />MILLICN
<br />UP.
<br />WATERPROOFING
<br />EL.
<br />ELEVATION
<br />OH. OR O'HEAD.
<br />OVERHEAD
<br />WD.
<br />WOOD
<br />D.T.
<br />DRAIN TILE
<br />NL.
<br />NAILABLE
<br />WR
<br />WATER RESISTANT
<br />EQ.
<br />EQUAL
<br />PINT.
<br />PAINTED)
<br />WI.
<br />WROUGHT IRON
<br />DWR.
<br />DRAWER
<br />NOM.
<br />NOMINAL
<br />WWM.
<br />WELDED WIRE MESH
<br />EST.
<br />ESTIMATE
<br />FML.
<br />PANEL
<br />W
<br />WIDTH, WIDE
<br />DWG.
<br />DRAWING
<br />RIO.
<br />NOT IN CONTRACT
<br />WIN.
<br />WINDOW
<br />EXH.
<br />EXHAUST
<br />PAR
<br />PARALLEL
<br />EF. OR EAF.
<br />EACH FACE
<br />N.T.S.
<br />NOT TO SCALE
<br />DAVIS BEWS
<br />DESIGN GROVP
<br />150 STATE STR.EEr EAST
<br />O1.DS11MR• FLCIUDA 34677
<br />813. 925.1300 TEL
<br />813.925.1800 FAX
<br />W W W.DAV6BEWSC:OM
<br />TA 4PA • DE %TVER.
<br />FSf.1994 c =_
<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 MANUR LAYOUTTO
<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
<br />NOTED
<br />DATE : 10/4/2018
<br />VERSION NO.
<br />loo
<br />SHEET NO.
<br />
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