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GENERAL CON5TRUCTION NOTE5:
<br />CHAPTERS AND 5ECTION5 REFER TO F13LR - 6TH EDITION (2011). NOTE: ANY DIMENSIONS AND/OR CALLOUT5 WITHIN TH15 SET OF DRAWINGS REFERENCING LUMBER 51ZE5 OR WALL THICKNE55 ARE
<br />TO BE CONSIDERED "NOMINAL DIMEN51ONS". ALL DIMENSIONS ARE TO ROUGH FRAMING UNLE55 OTWERW15E NOTED.
<br />OCCUPANCY AND GON5TRUCTION TYPE:
<br />THIS UNIT HAS AN R3 OCCUPANCY AND BUILDING TYPE V-5 CLASSIFICATION.
<br />EXTERIOR WALL ENVELOPE:
<br />BUILDER 15 RESPONSIBLE FOR PROVIDING AND MEETING ALL REQUIREMENTS OF SECTION 1011.4 OF THE F.15LANILDING BY PROVIDING ALL DETAILS LISTED UNDER TH15 5ECTION, INCLUDING BUT
<br />NOT LIMITED TO, THE MANUFACTURER'5 INSTALLATION INSTRUCTIONS AND ALL SUPPORTING DOCUMENTATION TO ENSURE THE WEATHER RE516TANCE OF THE EXTERIOR WALL ENVELOPE 15 MAINTAINED.
<br />CEILING CON5TRUCTION
<br />THE GARAGE SHALL BE SEPARATED FROM THE RE51DENCE AND IT5 ATTIC AREA BY NOT LE55 THAN 1/2 INCH (121 mm) GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGE5 BENEATH
<br />HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HA51TABLE ROOMS ABOVE BY NOT LE55 THAN 5/8 INCH (15.5 mm) TYPE "X" GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION 15 A
<br />FLOOR -CEILING ASSEMBLY, THE STRUCTURE 5UPPORTING THE SEPARATION SHALL AL60 BE PROTECTED BY NOT LESS THAN 1/2 INCH (12.1 mm) GYPSUM BOARD OR EQUIVALENT IN ACCORDANCE WITH
<br />FB.CR - bTH EDITION (2011) RX2h AND TABLE R302h. ATTACHMENT OF GYPSUM 50ARD SHALL COMPLY WITH TABLE R1023.5.
<br />EXTERIOR FIN15HE5:
<br />INSTALLATION OF EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENTS TO BE PER F.BLR - 6TH EDITION (2011) R103.1.1 AND A51M C IM3, ALL LATH AND LATH ATTACHMENTS SHALL BE
<br />OF CORRO51ON-RE515TANT MATERIAL. EXPANDED METAL OR WOVEN WIRE LATH SHALL BE ATTACHED WITH 11/2 INCH 11 GAUGE NAILS HAYING A 1/16 INCH HEAD, OR 1/8 INCH LONG I(o GAUGE STAPLES
<br />SPACED NO MORE THAN 6 INCHES, OR AS OTHERUJ15E APPROVED. THICKNE55 OF TEXTURED FIN15H OYER FRAME APPLICATION TO BE PER FBLR - 6TH EDITION (2011) R103.12 AND ASTM C Tb.
<br />PER F.BLR bT4 EDITION (2011) R103.111 WEEP 5CREED5 SHALL BE A MINIMUM NO. 2(o GALVANIZED SWEET GAUGE CORRO51ON-K515TANT WEEP 5CREED OR PLASTIC WEEP 5CREED WITH A MINIMUM
<br />VERTICAL ATTAG41ENT FLANGE OF 3-1/2 INCHES SHALL BE PROVIDED AT OR BELOW THE PLATE LINE ON EXTERIOR STUD WALL5 IN ACCORDANCE WITH ASTM C �2b. THE WEEP 5CREED 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 5CREED. PER F.B.CR 6TH EDITION (2011) R103-13 WATER RE515TIVE BARRIERS INSTALLED OVER WOOD BASED SHEATHING SHALL
<br />INCLUDE A WATER RE515TIVE VAPOR PERMEABLE BARRIER EQUIVALENT TO 2 LAYER$ OF GRADE D PAPER, STUCCO APPLICATION AND CURING PER F.B.C.R. 6TH EDITION (2011) R103.15 OR N
<br />AC=ANCE WITH ASTM C 926.
<br />5TUCCO CONTROL JOINT5.
<br />STUCCO CONTROL JOINTS TO BE INSTALLED PER ASTM C 1063-06 (114.1 T4RU 1A4.4) AT FRAMED WALL$ TO DELINEATE AREAS NOT MOPE THAN 144 5F, AND DELINEATE AREAS NOT MORE THAN 100
<br />5F. FOR HORIZONTAL APPLICATIONS. D15TANCE BETWEEN CONTROL JOINT5 SHALL NOT EXCEED 18 FT. IN EITHER DIRECTION OR A LENGTH -TO -WIDTH RATIO OF 2 1/2 TO 1. 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 EGIRE65 CODES, IF THERE 15 NO ACCE56 TO EXTERIOR THROUGH A DOOR, THE WINDOW MUST HAVE A MAXIMUM CLEAR OPENING
<br />HEIGHT OF 44" ABOVE FIN15H FLOOR LINE OF THAT PARTICULAR ROOM.
<br />FLA5HING:
<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 OPENIN615-
<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 GORRO51ON-RE516TANT FLASHING SHALL BE
<br />INSTALLED AT ALL REQUIRED LOCATIONS PER R103.4.
<br />WINDOW IN5TALLATION:
<br />1. 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-5ORNE DE5RI5 ZONE, AND REQUIRES PROTECTIVE 5HUTTER5 OR IMPACT GLASS, THE GENERAL CONTRACTOR 15 RESPONSIBLE 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 50LID WOOD DOORS NOT LE55 THAN 13/8" IN THICKNE55,50LID CORE (5.C.) OR HONEYCOMB CORE STEEL DOORS
<br />NOT LESS THAN 13/811 THICK, OR 20 MINUTE FIRE RATED DOORS.
<br />FLOOD ZONE REQUIREMENT5:
<br />PLAN MEETS OR EXCEEDS FEMA FLOOD FIN15HED GARAGE FLOOR ELEVATION. IF FLOOD PORTS ARE REQUIRED IN GARAGE, REFER TO PLAN FOR CALCULATIONS AND QUANTITY,
<br />A5PHALT 5HINGLE5 (IF APPLICABLE):
<br />1. WIND K515TANCE OF ASPHALT SHINGLES. - ASPHALT 5HINGLE5 NALL BE INSTALLED IN ACCORDANCE WITH SECTION RW52.6 AND RW52.6.1.
<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 5LOPE5 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 COMPLYINIG WITH A5TM 1) 226, TYPE I OR TYPE 11, A5TM D 4869, TYPE 11 OR
<br />TYPE IV OR ASTMI D 615116 REQUIRED IN ACCIORDANCE WITH SECTION RW5.11 FOR ROOF 5LOPE5 FROM FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL (4:12) AND GREATER, ONE LAYER OF
<br />UNDERLAYMENT COMPLYING WITH A6TM D 226, TYPE 11, AbTM P 486s, TYPE Iv OR A5TM D 615116 REMIRED IN ACCORDANCE WITH SECTION Mil.
<br />CLAY AND NCRETE TILE (IF APPLICABLE);
<br />THE INSTALLATI OF CLAY AND CONCRETE TILE PER FJ3.CJZ - 6TH EDITION (2011) RW53 SHALL 13E IN ACCORDANCE WITH THE MMUFACTURER'6 IN5TALLATION INSTRUCTIONS, OR
<br />RECOMMENDATIONS OF FR5AfTRI FLORIDA HIGH WIND CONCRETE AND CLAY ROOF TILE INSTALLATION MANUAL,FIFTH EDITION WHERE THE VAw 15 DETERMINED IN ACCORDANCE WITH SECTION R301213
<br />OR THE RECOMMENDATIONS OF RA5 118,119 OR 120. REQUIRED UNDERLAYMENT PER FBLR - bTI4 EDITION (2011) RW533 SHALL CONFORM WITH ASTM 1) 226, TYPE 11; ASTM D 2b2b, TYPE 11; OR ASTM
<br />D 1510 OR ASTM D 63M, CLA55 M MINERAL SURFACED ROLL ROOFING AND SHALL BE INSTALLED IN ACCORDANCE WITH FR5A/TRI FLORIDA HIGH WINE) CONCRETE AND CLAY ROOF TILE
<br />INSTALLATION MANUAL, FIFTH EDITION WHERE THE VAw 15 DETERMINED IN ACCORDANCE WITH SECTION R301213 OR THE REC"ENDATION5 OF RAS 118, 115 OR 120.
<br />CHIMNEY HEIGHT REQUIREMENT5 (IF APPLICABLE):
<br />WHEN STANDARD OR OPTnAL FIREPLACE 16 TO BE INSTALLED THE CHIMNEY MUST EXTEND 34" PAST THE HIGHER POINT WHERE IT EXTENDS THROUGH THE ROOF AND MUST BE 24" HIGHER THAN
<br />THE ROOF OR RIDGE THAT 16 104" AWAY OR CLOSER.
<br />TU15 AND 5HOWERAREA5:
<br />CEMENT, F15ER-CEMENT, OR GLA55 MAT GYPSUM BOARD (NO GREEN 50ARD ALLOWED) IN COMPLIANCE WITH A5TM C1288, C1325, OR C1116 AND INSTALLED IN ACCORDANCE WITH MANUFACTURER
<br />RECOMMENDATION6 SHALL BE USED AS BACKERS FOR WALL TILE IN TU5 AND SHOWER AREAS, AND WALL PANELS IN 6HOWIER AREAS.
<br />TERMITE PROTECTION:
<br />1. PENETRATION. PROTECTIVE SLEEVES AROUND PIPING PENETRATIW-, CONCRETE 6LAB-ON-GRADE FLOORS SHALL NOT BE OF CELLUL05E CONTAINING MATERIALS. IF 601L TREATMENT 16 USED FOR
<br />SUBTERRANEAN TERMITE PROTECTION, THE SLEEVE SHALL HAVE A MAXIMUM WALL THICKNE55 OF 0.010 INCH, AND BE SEALED WITHIN THE SLAB U51M A NON-GORRO51VE CLAMPING DEVICE TO
<br />ELIMINATE THE ANNULAR SPACE BETWEEN THE PIPE AND THE SLEEVE. NO TERMITICIDES SHALL BE APPLIED IN51DE THE SLEEVE.
<br />2. PROTECTION AGAINST DECAY AND TERMITES. - CONDENSATE LINES, IRRIGATION / SPRINKLER SYSTEM R15ER5 FOR SPRAY HEADS, AND ROOF DOWN5POUT5 5HALL DISCHARGE AT LEAST I FOOT
<br />(306 mm) AWAY FROM THE STRUCTURE 51DEWALL, WHETHER BY UNDE%ROUND PIPING, TAIL EXTENSIONS, OR SPLASH BLOCKS. GUTTERS WITH DOWN5PCUT5 ARE REQUIRED ON ALL BUILDING5 WITH
<br />EAvE5 OF LE65 THAN b INCHES (152 mm) HORIZONTAL PROJECTION EXCEPT FOR GABLE END RAKES OR ON A ROOF A50VE ANOTHER ROOF.
<br />MECHANICAL AND HVAC:
<br />1. ENE%Y CALCULATIONS FOR HEATING AND COOLING CAPACITIES SHALL BE FURNISHED BY THE GENERAL CONTRACTOR A5 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 APPLIANCE5, OR ANY OTHER
<br />PIPING OR DUCTS NOT CONNECTED To THE APPLIANCE BEING INSPECTED, SERVICE), REPAIRED, OR REPLACED, A LEVEL WORKING SPACE AT LEAST 30 NCHE5 (10 mm) DEEP AND 30 INCHES
<br />(162 mm) WIDE SHALL BE PROVIDED IN FRONT OF THE CONTROL 51DE TO SERVICE AN APPLIANCE.
<br />3. DUCT5 IN THE GARAGE AND DUCTS PENETRATING THE WALL5 OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MIN. 026 GAUGE (0.48mm) SHEET STEEL
<br />OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENING5 INTO THE GARAGE.
<br />4. FOUNDATION$ AND 5UPPORT5 FOR OUTDOOR MECHANICAL SYSTEM SHALL BE RA15ED AT LEAST 3 INCHES (19 mm) A50VE THE FIN15HED GRADE AND SHALL AL50 CONFORM TO THE
<br />MANUFACTURER'6 INSTALLATION INSTRUCTIONS.
<br />5. AUXILIARY DRAIN PAN. CATEGORY Iv CONDENSING APPLIANCES SHALL BE PROVIDED WITH AN AUXILIARY DRAIN PAN WHERE DAMAGE TO ANY 13UILDING COMPONENT WILL OCCUR A6 A RESULT
<br />OF STOPPAGE IN THE CONDENSATE DRAIN PIPING SYSTEM. THESE PANS SHALL BE INSTALLED IN ACCORDANCE WITH THE APPLICABLE PROVISIONS OF 5ECTION5 M14113.
<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 EXHAL15TED 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 RE51DENGE OR TO ANOTHER DUELLING UNIT AND SHALL BE EXHAUSTED DIRECTLY To THE
<br />OUTDOORS. EXHAUST AIR FROM BAT44ROOMS AND TOILET ROOMS $HALL NOT DWHAF6E INTO AN ATTIC, CRAWL SPACE, OR OTHER AREAS IN61DE THE BUILDING.
<br />3. DUCT LENGTH. THE MAXIMUM LENGTH OF A CLOTHES DRYER EXHAUST DUCT SHALL NOT EXCEED 35 FEET FROM THE DRYER LOCATION TO THE WALL OR ROOF TERMINATION. IF DUCT LENGTH
<br />EXCEEDS 35' THEN PERMANENT LABEL OR TAG MUST BE INSTALLED. THE MAXIMUM LENGTH OF THE DUCT SHALL BE REDUCED 25 FEET (162 mm) FOR EACH 45 DEGREE (0.19 RAD) BEND AND 5 FEET
<br />(1524 mm) FOR EACH W DEGREE (116 RAD) 5END. THE MAXIMUM LENGTH OF THE EXHAUST DUCT DOES NOT INCLUDE THE TRAN51TION DUCT, EXCEPTION - WHERE A CLOTHE6 DRYER 5005TER FAN 15
<br />INSTALLED AND L15TED ME) LABELED FOR THE APPLICATION, THE MAXIMUM LENGTH OF THE EXHAUST DUCT, INCLUDING ANY TRAN51TION DUCT, SHALL BE PERMITTED TO BE IN ACCORDANCE WITH
<br />THE 5005TER FAN MANUFACTURER'5 INSTALLATION INSTRUCTIONS. WHERE A CLOTHES DRYER 5005TER FAN 15 INSTALLED AND NOT READILY ACCESSIBLE FROM THE ROOM IN WHICH THE DRYER 15
<br />LOCATED, A PERMANENT IDENTIFYING LABEL SHALL BE PLACED ADJACENT To WHERE THE EXHAUST DUCT ENTERS THE WALL. THE LABEL SHALL BEAR THE WORDS "THIS DRYER EXHAUST SYSTEM 15
<br />EQUIPPED WITH A REMOTELY LOCATED 500STER FAN."
<br />4. PROVIDE LOUVER DEVICES AT INTAKE AND EXH95T LOCATIONS IN ACCORDANCE WITH AMCA STANDARD 550 IN FBC.
<br />ATTENTION GENERAL CONTRACTOR / BUILDER-
<br />155UANCE OF PLAN$ FROM TH15 DRAFTER'5 OFFCE SHALL NOT RELIEVE THE BUILDER OF RE5PON5115ILITY To REVIEW AND VERIFY ALL NOTES, DIMENSIONS, AND ADHERENCE To APPLICABLE
<br />BUILDING CODES PRIOR To COMMENCEMENT OF ANY CONSTRUCTION. ANY D15CIREPANCY OF ERROR IN NOTES, DIMENSIONS, OR ADHERENCE TO APPLJCABLE BUILDING CODES $HALL BE BROUGHT
<br />To THE ATTENTION OF THE DRAFTER'S OFFICE FOR CORRECTION BEFORE COMMENCEMENT OF ANY CONSTRUCTION CORRECTION / REVISIONS. ANY REV16ION5 OR CHANGES, NOT RELATED TO THE
<br />CORRECTION OF ERRORS THAT AIRE 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 />10/4/18
<br />1.0
<br />CREATED
<br />LOT
<br />SPECIFIC
<br />PLAN
<br />ELEVATION
<br />"A" GARAGE
<br />RIGHT
<br />LOT 06 BLOCK 05 SILVERADO
<br />35968 SADDLE PALM WAY
<br />ZEPHYRHILLS, FL 33541
<br />Ai'LL\NORK SHALL rO�ApLy WITH '��EVAIL14G
<br />CODES FLORIT, A �70LUIPAG COIDE,
<br />coDE,
<br />N IONAL F-LF-C-' -
<br />AT -rtiYRHlLLS
<br />AND 'THE CITY A`
<br />ORDINANCES
<br />M
<br />Rr--VIE\N L)�\TF--.
<br />cl-fy OF
<br />PONS F-YAM-ft
<br />MININI
<br />LE N NARM
<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 />SNI
<br />DETAILS
<br />S3
<br />DETAILS
<br />S4
<br />DETAILS
<br />-;Lu U
<br />c;
<br />S5
<br />DETAILS
<br />%
<br />SS
<br />RETROFIT DETAILS
<br />pi
<br />#Ili, I I 0).�.l I I
<br />WP WATERPROOFING DETAILS
<br />PA1.0 PRODUCT APPROVAL NUMBERS
<br />PAI. 1 PRODUCT APPROVAL NUMBERS
<br />PA1.2 PRODUCT APPROVAL NUMBERS
<br />PA1.3 PRODUCT APPROVAL NUMBERS
<br />®rja�
<br />DAVIS BEWS
<br />DESIGN GROVP
<br />W SrATE STILMr EAST
<br />OUXMAR, RXRMA 34677
<br />813. 925.1300 TEL
<br />813. 925.18400 FAX
<br />VVVVW.DAVV93EWS.00M
<br />TAMPA 9 E3Er*PvE34-
<br />EESr 1994
<br />Iloilo
<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 />I 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 REV EWED THE
<br />PRE-ENGINEERED TRUSS MANUF. 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
<br />I ABBREVIATIONS 11
<br />AFF.
<br />ABOVE FNIS14 FLOOR
<br />E XIG.
<br />EXISTWG
<br />PK6.
<br />PARKING
<br />ACC.
<br />ACCESS
<br />EXT.
<br />EXTERIOR
<br />PTR
<br />PARTITION
<br />AP.
<br />ACCESS PANEL
<br />F.B.
<br />FACE BRICK
<br />FV.
<br />FAVE(I)XING)
<br />ADO.
<br />ADDENDr
<br />FD.
<br />FACE OF
<br />PVMT.
<br />PAVEMENT
<br />ADR
<br />ADHESIVE
<br />FAS.
<br />FASTEWER)
<br />PEI).
<br />PEDESTA.
<br />ADJ.
<br />AD115TAME
<br />K
<br />FEI�a
<br />PERL
<br />PERIMETER
<br />AW,
<br />AG6REATE
<br />FjGL
<br />FOERGLA56
<br />FLAS.
<br />HATER
<br />AC
<br />AIR CONDITICNN53
<br />FIN.
<br />FN18W
<br />PIAM. OR Pl.
<br />PLASTICC L41NATE
<br />ALT.
<br />ALTERNATE
<br />Fpl-
<br />FN& FLOOR LINE
<br />PL.
<br />PLATE
<br />AS.
<br />ANCHOR BOLT
<br />FE.
<br />FIRE EXTNGUISHER
<br />P.VL.
<br />FOI.TVNTL CHLORIDE
<br />APPX
<br />APPROXIMATE
<br />Fp-
<br />FIREPLACE
<br />P.E.
<br />PORCELAIN BA'IEL
<br />ARCH.
<br />ARCHITECT
<br />FLG.
<br />FLASHING
<br />P.&F.
<br />P01" PER SOIARE FOOT
<br />AD.
<br />ARA DRAW
<br />FLP
<br />FLOOf4wj)
<br />P.S.I.
<br />POM PER SaAiE WCH
<br />ASK.
<br />ASPHALT
<br />FJO.
<br />FLOOR DRAW
<br />PiC.C. OR PCLOW,
<br />PRECAST CONCRETE
<br />AT.
<br />ASNkT TILE
<br />FLUR
<br />FLUORESCENT
<br />FFB- OR PREFAB.
<br />PREFABRIcATEa
<br />41TO.
<br />AUTCMATC
<br />FIG.
<br />FOOTING
<br />aT.
<br />aARliff TILE
<br />AIR
<br />AWNING
<br />no.
<br />POWATION
<br />W.
<br />RADW5
<br />B".
<br />BASEMENT
<br />PR
<br />FRAME(I)XING)
<br />RLG.
<br />RAILING
<br />BM.
<br />BEAM
<br />Fb.
<br />RILL 51ZE
<br />REP.
<br />REIERENCE
<br />m
<br />WARM
<br />F.D.O.
<br />RINSIED BY OTHERS
<br />REM
<br />REIWGERATOR
<br />1311.
<br />BENCI4 MAW
<br />RIR
<br />RRIMXING)
<br />RE. OR REN.
<br />REWorjEDXWG)
<br />DAL.
<br />BEVELED
<br />CIA
<br />GAXiE
<br />RES.
<br />RESLIENT
<br />BIT.
<br />INTLIHIMM
<br />G.I.
<br />GALYMIZED IRON
<br />PA
<br />FEW AIR
<br />BLK
<br />BLOCK
<br />CIL.
<br />GENERAL CONTR400R)
<br />RVS.
<br />BLKG.
<br />BLOCKING
<br />GL-
<br />GLASS, GLXNG
<br />REV.
<br />REVIVOWS), REVISED
<br />BD.
<br />BOAFD
<br />GU3.
<br />GLASS BLOCK
<br />ROW.
<br />RIGHT OF BAY
<br />Elb.
<br />BOTH SIDES
<br />GD.
<br />GRADE, GRADING
<br />R.
<br />R15ER
<br />131
<br />BOTWI WAYS
<br />GB. OR GYPW.
<br />GYPSM 130AFV
<br />RP.
<br />ROOF DRAW
<br />WT.
<br />BOOM
<br />HID.
<br />HARD
<br />R:G.
<br />RDCFW3
<br />5R.
<br />BRICK
<br />HDII.
<br />WAWAARE
<br />RM.
<br />ROOM
<br />BLDG-
<br />BUILDING
<br />4DR.
<br />HEADER
<br />RO.
<br />RO" OPENWs
<br />CAB.
<br />CA13NET
<br />RTG.
<br />HEATING
<br />RBL
<br />Rua
<br />CPT. OR C.
<br />CAJ;fr
<br />RVAC.
<br />WEATNGNENTILATNG/AIR CONDITIONING
<br />SCA
<br />SCHMAILE
<br />CSMT.
<br />CASIEMENT
<br />14D.
<br />HEAVY DM
<br />SNT.
<br />SEALANT
<br />C.I.
<br />CASTIRON
<br />Wit OR WT.
<br />WEIGHT
<br />STGL
<br />SEATING
<br />Cj.P. CM.
<br />CAST-N-FILACE CONCRETE
<br />HL.
<br />HOLLOW COW
<br />SEC.
<br />SECTION
<br />C.B.
<br />CATCH BASIN
<br />W?t
<br />HOLLOW METAL
<br />5HTWG.
<br />SWEAT"
<br />CK
<br />CALK(ING)CAMING)
<br />WORT
<br />HORZCNTAL
<br />SHT.
<br />SWEET
<br />CLG.
<br />CEILING
<br />wa
<br />HOSE BIBB
<br />8H.
<br />sWELF'SHELVING
<br />CEM.
<br />CEMENT
<br />11).
<br />WIDE DIAMETER
<br />SIM.
<br />SIMILAR
<br />CK
<br />CENTPEIER(S)
<br />INS.
<br />INSILAVEOXION)
<br />SKL
<br />SKYLIGHT
<br />CER
<br />CERAMIC
<br />INT.
<br />INTERIOR
<br />51-
<br />5LEEVE
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<br />AS
<br />NOTED
<br />DATE
<br />10/4/2018
<br />VERSION NO.
<br />loo
<br />SHEET NO.
<br />cs
<br />
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