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GENERAL CONSTRUCTION NOTE5:
<br />CHAPTERS AND 5ECTION5 REFER TO FB.C.R. - 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 DIMENSIONS". ALL DIMENSIONS ARE TO ROUGH FRAMING UNLE55 OTHERWISE NOTED.
<br />OCCUPANCY AND CONSTRUCTION TYPE:
<br />TH15 UNIT HAS AN R3 OCCUPANCY AND BUILDING TYPE V-B CLA55IFICATION.
<br />EXTERIOR WALL ENVELOPE:
<br />BUILDER 15 RESPONSIBLE FOR PROVIDING AND MEETING ALL REQUIREMENTS OF SECTION 1012.4 OF THE F.B.C: BUILDING BY PROVIDING ALL DETAILS LISTED UNDER TH15 SECTION, INCLUDING BUT
<br />NOT LIMITED TO, THE MANUFACTURER'S 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 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 1/2 INCH (12.1 mm) GYPSUM BOARD OR EQUIVALENT IN ACCORDANCE WITH
<br />F.B.C.R. - 6TH EDITION (2011) R30210 AND TABLE R302b. 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.CR - 6TH EDITION (2011) R103.1.1 AND ASTM C 1063. ALL LATH AND LATH ATTACHMENTS SHALL BE
<br />OF CORRO5ION-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 5TAPLE5
<br />SPACED NO MORE THAN 6 INCHES, OR AS OTHERWISE APPROVED. THICKNE55 OF TEXTURED FINISH OVER FRAME APPLICATION TO BE PER F5.C.R - 6TH EDITION (2011) R103.11 AND A5TM C 926.
<br />PER F.B.CR 6TH EDITION (2011) R103.11.1 WEEP SCREEDS SHALL BE A MINIMUM NO, 26 GALVANIZED SHEET GAUGE CORROSION -RESISTANT WEEP SCREED OR PLA5TIG 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 C 926. 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 FB.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 LAYERS OF GRADE D PAPER. STUCCO APPLICATION AND CURING PER F5.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.IAA) AT FRAMED WALLS TO DELINEATE AREAS NOT MORE THAN 144 S.F. AND DELINEATE AREAS NOT MORE THAN 100
<br />SF. 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 />EGRESS:
<br />EACH BEDROOM MUST HAVE ONE WINDOW THAT COMPLIES WITH EGRESS CODES, IF THERE IS NO ACCE55 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 />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 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 IN5TRUCTION5 SHALL BE PROVIDED BY THE
<br />MANUFACTURER FOR EACH WINDOW.
<br />2, IF STRUCTURE IS IN A WIND-BORNE DEBRIS ZONE, AND REQUIRES PROTECTIVE 5HUTTER5 OR IMPACT GLASS, THE GENERAL CONTRACTOR IS RE5PON5115LE 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 1 3/8" IN THICKNE55, 50LID CORE (5.C.)OR HONEYCOMB GORE STEEL DOORS
<br />NOT LE55 THAN 13/8" THICK, OR 20 MINUTE FIRE RATED DOORS.
<br />FLOOD TONE REQUIREMENTS:
<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 />ASPHALT 5HINGLE5 (IF APPLICABLE):
<br />I. WIND RESISTANCE OF ASPHALT SHINGLES. - ASPHALT 5HINGLE5 SHALL BE INSTALLED IN ACCORDANCE WITH SECTION R9052b AND R90521oi
<br />2. ASPHALT SHINGLES SHALL ONLY BE USED ON ROOF 5LOPE5 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 COMPLYING WITH A5TM D 226, TYPE I OR TYPE 11, A5TM D 4669, TYPE II OR
<br />TYPE IV OR A5TM D 615115 REQUIRED IN ACCORDANCE WITH SECTION RW5.1.1. FOR ROOF 5LOPE5 FROM FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL (4:12) AND GREATER, ONE LAYER OF
<br />UNDERLAYMENT COMPLYING WITH A8TM D 226, TYPE 11, A5TM D 4869, TYPE IV OR ASTM 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.CR - 6TH EDITION (2011) RW53 SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S INSTALLATION INSTRUCTIONS, OR
<br />RECOMMENDATIONS OF FRSA/TRI FLORIDA HIGH WIND CONCRETE AND CLAY ROOF TILE INSTALLATION MANUAL,FIFTH EDITION WHERE THE VASD IS DETEWINED IN ACCORDANCE WITH SECTION R3012J3
<br />OR THE RECOMMENDATIONS OF RA5118,119 OR 120. REQUIRED UNDERLAYMENT PER FB.C.R - 6TH EDITION (2011) RW533 SHALL CONFORM WITH 45TM D 226, TYPE II; A5TM D 2626, TYPE II; OR 45TM
<br />D 1910 OR A5TM D 63M, CLA55 M MINERAL SURFACED ROLL ROOFING AND SHALL BE INSTALLED IN ACCORDANCE WITH FRSA/TRIFLORIDA 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 RAS II8,119 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 CL05ER
<br />TUB AND SHOWER AREAS:
<br />CEMENT, FIBER -CEMENT, OR GLA55 MAT GYPSUM BOARD (NO GREEN BOARD ALLOWED) IN COMPLIANCE WITH A5TM C1288, 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 5HOWER AREAS.
<br />TERMITE PROTECTION:
<br />1. 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 5LA5 U51NG A NON -CORROSIVE 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 5Y5TEM 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 5PLA5H BLOCKS. GUTTERS WITH DOM5POUT5 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 FURNISHED BY THE GENERAL CONTRACTOR AS AN ATTACHMENT TO THIS 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 />(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. *26 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 5YSTEM5 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 CONDENSING 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 MI4113.
<br />EXHAUST FANS AND VENTING:
<br />(.OUTDOOR DI5CHARGE. THE AIR REMOVED BY EVERY MECHANICAL EXHAUST 5Y5TEM 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 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 (Ib RAID) 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 L15TED 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'S INSTALLATION INSTRUCTIONS. WHERE A CLOTHES DRYER BOOSTER 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 5Y5TEM 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 FBC.
<br />ATTENTION GENERAL CONTRACTOR / BUILDER:
<br />155UANCE OF PLANS FROM TH15 DRAFTER'S OFFICE SHALL NOT RELIEVE THE BUILDER OF RE5PON51BILITY 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 / REVI510N5. 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 RESPONSIBLE.
<br />REV.12-31-2011
<br />REVISION LOG
<br />10/4/18
<br />1.0
<br />CREATED LOT SPECIFIC PLAN ELEVATION "B" GARAGE LEFT
<br />LOT 05 BLOCK 05 SILVERADO
<br />35960 SADDLE PALM WAY
<br />ZEPHYRHILLS, FL 335 1
<br />ALL WORK SF- A 1 1 �omPLY WITH PREVAILING
<br />CODES FLORIDA BUILDING CODER
<br />NATIONAL ELECTRst'; C,'0 ?E,
<br />AND THE CITY OF "a i° HYRHILLS
<br />ORDINANCES
<br />REViEWDkTra
<br />ft,018 camfio4at _v_
<br />LE N NARM
<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 />SN1
<br />DETAILS
<br />S3
<br />DETAILS ®® �••°'•'°•••��i''
<br />S4
<br />d �
<br />DETAILS•
<br />M - i
<br />co°D �0 O ;
<br />S5
<br />e S
<br />DETAILS
<br />SS
<br />RETROFIT DETAILS �,�� '•
<br />. ..= •' ��
<br />WP
<br />WATERPROOFING DETAILS r°'/1111111110`N
<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 />DAVISre-D "I
<br />BEWS
<br />DESIGN Gk0VP
<br />UI50 STATE STREET EAST
<br />OL 39AAR, RARIDA 34677
<br />813.925.1300 TFi.
<br />813.925.1800 FAX
<br />W W W.DAVLSBEWS.COM
<br />TAMPA • DENVER.
<br />EST. 1994
<br />iii 111
<br />�� 111 111
<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
<br />0
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<br />ON
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<br />L L u _
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<br />� M
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<br />ABBREVIATIONS
<br />AFF. ABOVE FINISH FLOOR EXG. EXISTING PKG. PARING
<br />ACC. ACCESS EXT. EXTERIOR F'TN PARTITION 5
<br />AP. ACCESS PANEL F.B. FACE BRICK PV. PAVE(DXNG) 0 Z
<br />ADO. ADDENDUM PD. FACE OF PVMT. PAVEMENT O
<br />ADH. ADHESIVE FAS. FASTENER) PED. PEDESTAL C
<br />ADJ. ADJUSTABLE RN FENCE FERI. PERIMETER 2
<br />AGG. AGGR=ATE FGL. M13EIRGLA55 PLAS. PLASTER w O
<br />A/C AIR CONDITIONING FIN FIN15H PLAM.OR PL. PLASTIC LAMINATE z a
<br />ALT. ALTERNATE FFL. FINISH FLOOR LINE PL. PLATE Q
<br />A.B. ANCHOR BOLT FE FIRE EXTINGUISHER P.V.C. POLYVINYL CHLORIDE }
<br />APPX APPROXIMATE F.P. FIREPLACE P.E. PORCELAIN ENAMEL
<br />ARCH. ARCHITECT FLG. FLASHING PSF. POUNDS PER SQUARE FOOT w ¢ � w
<br />AD. AREA DRAIN FLR FLOORING) PS1 POUNDS PER 504E INCH �U+ Z OU 0
<br />A5PH. ASPHALT FD. FLOOR DRAM P.C.C. OR P.C.CONC. PRECAST CONCRETE O O
<br />AT. ASPHALT TILE FLUB FLUORESCENT M. OR PRFPAB. PREFABRICATE(D) Z v z Q
<br />AUTO. AUTOMATIC FIG. FOOTING QT. QUARRY TILE
<br />:WIN. AUNING REND. FOUNDATION RAD. RADIUS O 0 W
<br />W. 5A5EME4T FR FRAME(DXING) R_G. RAILING z 2
<br />BM BEAM FS. RILL SIZE REF. REFERENCE O � 2 o
<br />5%. BEARING FBD. FURNISHED BY OTHERS REFR. REFRIGERATOR u-
<br />Lu
<br />BM. BENCH MARK FUR RURR(EDXING) RE. OR K NF. REINFORCtEDXNG) U m
<br />BVL. BEVELED GA GAUGE RES. RESILIENT i- w
<br />BIT. BITUMINOUS G.I. GALVANIZED IRON R.A. RETURN AIR z z
<br />BILK BLOCK G.C. GENERAL CONTRACT(OR) R/5. REVERSE (SIDE) r O
<br />BLKG. BLOCKING GL. GLASS, GLAZING REV. REVISIONS), REVISED
<br />BD. BOARD GLB. GLA55 BLOCK poll). RIGHT OF WAY Q � Z w
<br />B.S. BOTH SIDES GD. GRADE, GRADINGRISER
<br />BID. BOTH WAYS G.D. OR GYPBD. GYPSUM BOA iD RD. ROOF DRAIN Z w g
<br />80T. BOTTOM HD. HARD RFG. ROOFING U) 3:
<br />BR BRICK HDW. HARDWARE RM. ROOM W
<br />BLDG. BUILDING HDR HEADER RD. ROUGH OPENING
<br />CAB. CABINET HTG. HEATING �L RABBLE O J
<br />CPT. OR C. CARPET HVAC. HEATNG/vENTILATNG/AIR CONDITIONING SCN. SCHEDULE V
<br />CSMT. CASEMENT H.P. HEAVY DUTY SNT. SEALANT
<br />C.I. CAST IRON Wit OR HT. HEIGHT 5TG. 5EATNG � u O
<br />c.IP. CONC. CAST -IN -PLACE CONCRETE PC. HOLLOW CORE SEC. SECTION a z
<br />C.B. CATCH BASIN HM. HOLLOW METAL 5HTHG. SHEATHING x Q c�
<br />CK CALKONG) CAULKING) HORZ HORIZONTAL SHT. SHEET 5� w O
<br />CLG. CEILING HB. H05E BIBS SH. SHELF, SHELVING w o X
<br />GEM. CEMENT D. INSIDE DIAMETER SM. 51MILAR ^^
<br />CM. CENTIMETERS) INS. IMNLAT(EDXION) 5KL. SKYLIGHT L0
<br />CER CERAMIC NT. INTERIOR 5L. SLEEVE C)
<br />C.T. CERAMIC TILE JT. JOINT 5L. SOLID COS - - In > Qw O li O
<br />GHAM. CHAMFER J5T. JOIST SFC. SPACER C)z w Z.
<br />CIR CIRCLE KIT. KITCHEN 5FKR SPEAKER N O Q H- Y
<br />CIRC. CIRCUMFERENCE K.O. KNOCKOUT SPEC. SPECIFICATIONS Q Ln � O
<br />CLR O' CLEARANCE) LAM. LAMINATED SQ. SQUARE z N N O w Z
<br />CLG. CLONK I.P. LAMINATED PLASTIC SST. STAINLESS STEEL z E w S
<br />COL. COLUMN LAV. LAVATORY STD. STANDARD W Lf) N u �! a C]
<br />COMB. COMBINATION LT. LIGHT 5TL STEEL J •--i Q ~ Z Z
<br />CONC. CONCRETE LTL LNTEL STO. STORAGE � 8 O Q
<br />CMUL CO NCR=TE MASONRY UNIT LL. LIVE LOAD STRRL. STRUCTURAL W W w z �
<br />cx CONNECTION LIV. LIVING SUS. SJSPENDED C a' g g
<br />CONSTR. CONSTRUCTION LVR LOUVER TEL. TELEPHONE(y
<br />a��
<br />CONT. CONTINUOUS MH. MANHOLE P/. TELEVISION • • lZ z Z c7i
<br />CONTR CONTRACTOR MFR MANUFACTURE(R) TH . THICK(NE55)
<br />Gil. CONTROL OR CONSTRUCTION JOINT HAS. MASONRY THR OR THLD. THRESHOLD CO z z U
<br />CORK CORRUGATED MD. MASONRY OPENING TNG. TONGUE AND GROOVED m ri i K uj 0
<br />CTR COUNTER MATL. MATERIAL TD.C. TOP OF CONCRETE O m d d
<br />CRS. COUR5E(5) MAX MAXIMUM T.OF. TOP OF FOUNDATION
<br />CF.
<br />UBICFOOT MECH. MECHANICAL
<br />IC
<br />C.Y.
<br />. CUBIC MC. ORMEDLAB. MEDICINE CABINET R TYPICAL SCALE AS NOTED
<br />DP. DAMP -PROOFING MMB. MEMBRANE Uc. UNDERCUT
<br />pl. DEAD LOAD MET. ORMTL. METAL UPF, UNFINISHED DATE : 10/4/2018
<br />DEN. DEPRESSED M. METER VB. VAPOR BARRIER VERSION N0.
<br />DET. OR DTL DETAIL MM. MILLIMETER VERT. VERTICAL
<br />DIALORi DIAMETER MN MNMUM VNORV. VINYL
<br />DIM. DIMENSION MIR MIRROR V.T. VINYL TILE
<br />D.W. DISH WASHER MIS-. MI5CFILANEOU5 Mr-T. "SOOT
<br />DR DOOR MOD. MODULAR W.T.W. WALL TO WALL iso
<br />D.H. DOUBLE HUNG MILD. MOLDING, MOULDING WA WALL HUNG
<br />ELEC. ELECTRIUAL) OL. ON CENTER WF. WIDE FLANGE SHEET NO.
<br />D.5. DOUN5POUT MT. MOUNT(EDXING) W.C. WATER CLOSET
<br />EP. ELECTRICAL PANEL OA OVERALL W/0. WITHOUT
<br />D. DRAIN MULL. MULLION WP. WATER PROOFING
<br />EL. ELEVATION OR OR O'HEAD. OVERHEAD WD. WOOD
<br />D.T. DRAIN TILE NIL. NAILABLE WR WATER RESISTANT
<br />Ea EQUAL PNT. PAINTED) W.I. WROUGHT IRON
<br />DWR DRAWER NOM. NOMINAL. Will. WELDED WIFE MESH
<br />EST. ESTIMATE K. PANEL W. WIDTH, WIDE
<br />DWG. DRALWING N.I.C. NOT N CONTRACT WIN. WINDOW
<br />EXH. EXHAUST PAR PARALLEL I C S
<br />EF. OR FAR EACH FACE N.TS. NOT TO SCALE
<br />
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