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GENERAL GON5TRUCTION NOTE5:
<br />CHAPTERS AND SECTIONS REFER TO FBLP, - 6TH EDITION (2011). NOTE: ANY DIMENSIONS AND/OR CALLOUTS WITHIN TH15 SET OF DRAWINGS REFERENCING LUMBER SIZES OR WALL THICKNE55 ARE
<br />TO BE CONSIDERED "NOMINAL DIMENSIONS". ALL DIMENSIONS ARE TO ROUGH FRAMING UNLE55 OTPERW15E NOTED.
<br />OCCUPANCY AND CON5TRUCTION TYPE:
<br />TH15 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 1012A OF THE F.B.C.-BUILDIWs BY PROVIDING ALL DETAILS L15TED UNDERTWIS SECTION, INCLUDING BUT
<br />NOT LIMITED TO, THE MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ALL SUPPORTING DOCUMENTATION TO ENSURE THE WEATHER RE515TANCE OF THE EXTERIOR WALL ENVELOPE 15MAINTAINED.
<br />CEILING CON5TRUCTION;
<br />THE GARAGE $HALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LE55 THAN 1/2 INCH (12.1 mm) GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH
<br />HABITABLE ROOM$ 5PALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LE55 THAN �/b INCH (15.9 Tim) TYPE `X" GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION 16 A
<br />FLOOR-CEILIWG ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL AL50 BE PROTECTED BY NOT LESS THAN 1/2 INCH (12.1 mm) GYPSUM BOARD OR EQUIVALENT IN ACCORDANCE WITH
<br />F.B.CR - 6TH EDITION (2011) R3910 AND TABLE R3Mb. ATTACHMENT OF GYPSUM BOARD SHALL COMPLY WITH TABLE R1023b.
<br />EXTERIOR FIN15PE5:
<br />INSTALLATION OF EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENTS TO BE PER FBLIZ - 6TW EDITION (2011) R103.1.1 AND ASTM C 063. ALL LATH AND LATH ATTACHMENTS SHALL BE
<br />OF CORRO51ON-RE515TANT MATERIAL. EXPANDED METAL OR WOVEN WIRE LATP SHALL BE ATTACHED WITH 11/2 INCH 11 GALr_TE NAILS PAVING A 1/16 INCH HEAL), OR 1/8 INCH LONG l(o GAUGE 5TAPLE5
<br />SPACED NO MORE THAN (o INCHES, OR AS OTHERW15E APPROVED. THICKNE55 OF TEXTURED FINISH OVER FRAME APPLICATION TO BE PER F.B.ClZ - 6TW EDITION (2011) R103.12 AND A5TM C S26.
<br />PER F.BL.R 6TH EDITION (2011) R103.12.1 WEEP $CREEDS SHALL BE A MINIMUM NO. 26 GALVANIZED SHEET GAUGE CORRO51ON-RE515TANT 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 126. THE WEEP 5CREED SHALL BE
<br />PLACED A MINIMUM OF 4 INCHES ABOVE THE EARTH OR 2 INCHES ABOVE PAVED AREAS. THE WEATHER RES15TANT BARRIER SHALL LAP THE ATTACHMENT FLANGE. THE EXTERIOR LATH SHALL
<br />COVER AND TERMINATE ON THE ATTACHMENT FLANGE OF THE WEEP 5CREED. PER FB.CJZ 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 FBLIZ 6TW EDITION (2011)RIO3.15 OR IN
<br />ACCORDANCE WITH ASTM C 526,
<br />5TUCCO CONTROL JOINT5:
<br />STUCCO CONTROL JOINTS TO BE INSTALLED PER ASTM C ft3-06 (lJIAJ THRU 1JI.4A) AT FRAMED WALLS TO DELINEATE AREAS NOT MORE THAN 144 5F. AND DELINEATE AREAS NOT MORE THAN 100
<br />5F. FOR HORIZONTAL APPLICATIONS. D15TANCE BETWEEN CONTROL JOINTS SHALL NOT EXCEED 18 FT. IN EITHER DIRECTION OR A LENGTH-TO-WIDTP RATIO OF 21/2 TO 1. A CONTROL JOINT SHALL BE
<br />INSTALLED WHERE CEILING FRAMING OR FURRIWj CHANGE DIRECTION, AND WHERE EXPAN51ON 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 PAVE ONE WINDOW THAT COMPLIES WITH EGRE55 CODES, IF THERE 15 NO ACCE55 TO EXTERIOR THROUGH A DOOR. THE WINDOW MUST HAVE A MAXIMUM CLEAR OPENING
<br />HEIC-44T OF 44" ABOVE FINISH FLOOR LINE OF THAT PARTICULAR Rom.
<br />FLA5PING:
<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 CORROSION- RE515TANT FLASHING 5WALL 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 CORRO51ON-RE515TANT FLASHING SHALL BE
<br />INSTALLED AT ALL REQUIRED LOCATIONS PER R103A.
<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-BORNE DEBRIS ZONE, AND REQUIRES PROTECTIVE SPUTTERS OR IMPACT GLASS, THE GENERAL CONTRACTOR 15 RE 5PONSIBLE 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 TPICKNE55, 60LID CORE (5C.) OR HONEYCOMB CORE STEEL DOORS
<br />NOT LE55 THAN 13/5" THICK, OR 20 MINUTE FIRE RATED DOORS.
<br />FLOOD ZONE REQUIREMENT5;
<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 />A5PHALT 5HINGLE5 (IF APPLICABLE):
<br />1. WIND RE515TANCE OF ASPHALT SHINGLES. - ASPHALT SHINGLE$ SHALL BE INSTALLED IN ACCORDANCE WITH SECTION RW52to AND RW52fol
<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 SLOPES FROM TWO UNITS VERTICAL IN 12 UNITS
<br />HORIZONTAL (2:12) AND LESS THAN FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL (4:12), TWO LAYERS OF UNDERLAYMENT COMPLYING WITH ASTM 1) 226, TYPE I OR TYPE 11,ASTM D 4865, TYPE 11 OR
<br />TYPE IV OR ASTM D 615115 REQUIRED IN ACCMANCE WITH SECTION RW5.11 FOR ROOF SLOPES FROM FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL (4:12) AND GREATER, ONE LAYER OF
<br />UNDERLAYMENT COMPLYING WITH ASTM D 226, TYPE 11, ASTM D 486% TYPE IV OR ASTM D 615115 IREQUIRED IN ACCORDANCE WITH SECTION RW5.1.1.
<br />CLAY AND CONCRETE TILE (IF APPLICABLE):
<br />THE INSTALLATION OF CLAY AND CONCRETE TILE PER F.BCR - 6TH EDITION (2on) Rw53 SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'5 INSTALLATION INSTRUCTIONS, OR
<br />RECOMMENDATIONS OF FRSA/TRI FLORIDA HIGH WIND CONCRETE AND CLAY ROOF TILE INSTALLATION MANUAL,FIFTH EDITION WHERE THE VAw 15 DETERMINED IN ACCORDANCE WITH SECTION R3012.13
<br />OR THE RECOMMENDATIONS OF RAS 118, 119 OR 120. REQUIRED UNDERLAYMENT PER F.Br_R - 6TH EDITION (2011) RW533 SWALL CONFM WITH ASTM D 226, TYPE 11; A5TM D 2626, TYPE 11; OR ASTM
<br />D TO OR ASTM D 63M, CLASS M MINERAL SURFACED ROLL ROOFING AND SHALL BE INSTALLED IN ACCORDANCE WITH FR5A/TRIFLORIDA HIGH WINE) CONCRETE AND CLAY ROOF TILE
<br />INSTALLATION MANUAL, FIFTH EDITION WHERE THE vAm 15 DETERMINED IN ACCORDANCE WITH SECTION R3012,13 OR THE RECOMMENDATIONS OF RAS 118, 115 OR 120.
<br />CHIMNEY HEIGHT REQUIREMENT5 (IF APPLICABLE):
<br />WHEN STANDARD OR OPTIONAL FIREPLACE 15 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 15 0-0" AWAY OR CLO5ER,
<br />TUB AND 5HOWER AREA5:
<br />CEMENT, FIBER -CEMENT, OR GLA55 MAT GYPSUM BOARD (NO GREEN BOARD ALLOWED) IN COMPLIANCE WITH ASTM C1288, C1325, OR C1118 AND INSTALLED IN ACCORDANCE WITH MANUFACTURER
<br />RECOMMENDATION$ SHALL BE USED AS BACKERS FOR WALL TILE IN TUB AND $POWER AREAS, AND WALL PANELS IN SHOWER AREAS.
<br />TERMITE PROTECTION:
<br />I. PENETRATION. PROTECTIVE SLEEVES AROUND PIPING PENETRATING CONCRETE 5LAB-ON-GRADE FLOORS SHALL NOT BE OF CELLUL05E CONTAINING MATERIALS. IF 501L TREATMENT 15 USED FOR
<br />SUBTERRANEAN TERMITE PROTECTION, THE SLEEVE SHALL HAVE A MAXIMUM WALL THIME55 OF 0.010 INCH, AND BE 5EALED WITHIN THE SLAB U51NG 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 DOWN5POUTS 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 DOWNSPOUTS ARE REQUIRED ON ALL BUILDINGS WITH
<br />EAVES OF LE55 THAN (o INCHES (152 mrn) HORIZONTAL PROJECTION EXCEPT FOR GABLE END RAKES OR ON A ROOF ABOVE ANOTHER ROOF.
<br />MECHANICAL AND HVAG:
<br />1. ENERGY CALCULATIONS FOR HEATING AND COOLING CAPACITIES SHALL BE FUFN15PED BY THE GENERAL CONTRACTOR AS AN ATTACHMENT TO TH15 PLAN SET AT THE TIME OF APPLICATION FOR
<br />PERMIT.
<br />2. MECHMICAL APPLIANCES SHALL BE ACCE551BLE FOR INSPECTION, SERVICE, REPAIR, AND REPLACEMENT WITHOUT REMOVING PERMANENT CON5TRVION, OTHER APPLIANCES, OR ANY OTHER
<br />PIPING ORDUCT5 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 5PALL BE CONSTRUCTED OF A MIN. 026 GAUGE (0.48 mm) SHEET STEEL
<br />OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE.
<br />4. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL 5Y5TEM5 SHALL BE RA15ED AT LEAST 3 INCHES (16 mm) ABOVE THE FIN15HED GRADE AND SHALL AL50 CONIFORM 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 13UILDING 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 SECTION$ M14113,
<br />EXPAU5T FAN5 AND VENTING:
<br />1. OUTDOOR DISCHARGE. 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 IN51DE THE BUILDING.
<br />3, DUCT LENGTH. THE MAXIMUM LENGTH OF A CLOTHES DRYER EXHAUST DUCT $HALL 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 W DEGREE (Ifo RAD) BEND. THE MAXIMUM LENGTH OF THE EXHAUST DUCT DOES NOT INCLUDE THE TRAN51TION DUCT, EXCEPTION - WHERE A CLOTHES DRYER 5005TER FAN 15
<br />INSTALLED AND L15TED AND LABELED FOR THE APPLICATION, THE MAXIMUM LENGTP OF THE EXHAUST DUCT, INCLUDING ANY TRAN51TION 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 5Oo5TER FAN."
<br />4. PROVIDE LOUVER DEVICES AT INTAKE AND EXHAUST LOCATIONS IN ACCORDANCE WITH otrA STANDARD %0 IN FBC.
<br />ATTENTION GENERAL CONTRACTOR / BUILDER:
<br />1551JANCE 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 / REVISIONS. ANY REA510NS 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 RE5PON51BLE.
<br />REV. 12-31-2011
<br />REVISION LOG
<br />1/16/19
<br />1.0
<br />CREATED LOT SPECIFIC PLAN ELEVATION "B" GARAGE LEFT
<br />LOT 23 BLOCK 05 SILVERADO
<br />35917 SADDLE PALM WAY
<br />EPHYRHILLS, FL 335 1
<br />LE N NARM
<br />PLANS ON FILE LIMITATIONS
<br />(THE FOLLOWING SHALL APPLY U.N.O.
<br />0 PLANS ARE VALID FOR THE PULLING OF PERMITS FOR 12 MONTHS FROM THE DATE OF THE ENGINEER'S SEAL OR THE
<br />EFFECTIVE DATE OF ANY NEW VERSION OF AN APPLICABLE CODE, WHICHEVER IS LESS.
<br />0 THE PLANS MAY BE USED FOR THE PERMITTING OF NEW PROJECTS BEYOND THE 12 MONTH LIMITATION IF AN EXTENSION
<br />LETTER SIGNED AND SEALED BY THE ENGINEER OF RECORD IS PROVIDED STATING THE SAME.
<br />0 THESE PLANS ARE FOR USE ONLY IN AREAS WHERE THE APPLICABLE ULTIMATE WIND SPEED IS 150 MPH OR LESS, AND IN
<br />2 85 LEFT AREAS WHERE THE EXPOSURE CATEGORY IS DETERMINED TO BE "C" OR "B". SPECIFICALLY, THESE PLANS ARE NOT FOR USE
<br />IN EXPOSURE CATEGORY "D" AREAS AS DEFINED IN THE APPLICABLE VERSION OF THE FLORIDA BUILDING CODE,
<br />SPECIFICALLY SECTION R301.2.1.4.2 AND R301.2.1.4.3 IN THE 2017, 6TH EDITION FLORIDA BUILDING CODE, RESIDENTIAL
<br />VOLUME.
<br />0 THESE PLANS ARE ONLY FOR USE IN THE UNINCORPORATED PORTIONS OF HILLSBOROUGH COUNTY, FLORIDA.
<br />082418
<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
<br />S4
<br />DETAILS
<br />S5
<br />DETAILS ; � -re
<br />Va,
<br />SS
<br />RETROFIT DETAILS
<br />WP
<br />WATERPROOFING DETAIL
<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 />DAVIS BEWS
<br />DESIGN GROVP
<br />00 SrATE SM= EAST
<br />OLDSN"R, FLCRMA 34677
<br />813. 925.1300 T7E:L-
<br />813. 925.1800 FAX
<br />WWWDAVIISBEWS.COM
<br />TAA4PA 9 E:>E7srv7_R_
<br />EST. 1994 c�_ -:- I
<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 />ANDREWJ. 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 />Ll vurin" - I
<br />c _i�� %JnALL OMPLY W17-H PREVAIL,t4n
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<br />ABBREVIATIONS
<br />AFF. ABOVE FINISH FLOOR EX5A EXISTIWs PKG. PARKIWj
<br />ACC. ACCESS EXT, EXTERIOR FtK PARrITICN
<br />A.P. ACCE55 PANEL FB� FACE BRICK PY. PAVE(DXNG) z
<br />ADO. ADDENDUM FJO. FACE OF PVMT. PAVEMENT
<br />ADW. ADWE51YE FA5. FASTENER) FED. PEDESTAL
<br />E R4. FENCE PEpj. PERIMETER
<br />ADJ. AD15TABL
<br />AGG. AWREATE ra FIBER3LA55 PLAS. PLASTER ui
<br />z g
<br />A/C AIR CONDITIONWs FK FN15H PIAM. OR P.L. PLASTIC LAMINATE z
<br />ALT ALTERNATE FF.L. FINISH FLOOR LINE PL. PLATE 2:
<br />g
<br />A.B. ANCHOR BOLT FE. FIFE EXTWAISHER F.VC. POLYVINYL O4LORDE
<br />APPX APPROXIMATE F.P. FIREPLACE RE. PORCELAIN ENAMEL
<br />ARCH. ARCHITECT R.G. FLASHIN63 PSP. POWs PER SWARE FOOT
<br />AD, AIREA DRAIN FLIP FLOOWIWs) 0,
<br />POUNDS PER $aA;E NCA 0
<br />ASN. ASPHALT FD, FLOOR DRAIN PCL. OR PCLONC. PRECAST CCNCF4fTE
<br />u,
<br />AT. ASPHALT TILE FLUR FLUORESCENT PFB OR PREFAB. FREFABRICATE(D) u Z
<br />AUTO. AUTOMATIC FT(s. FOOTIWj aT. Q14AW TILE 8 z z
<br />AWK AWNwj PC. FOUNDATION RAD. RADIUS 0 zw
<br />BSMT, BASEMENT FR FRAME(OxIwj) RLG. RAILWs
<br />F.S. FULL 51ZE REF. REFERENCE
<br />BM. BEAM
<br />5% BEARING F.B.O. RM15WED BY OTHERS REFIR REFRrjERATOR 0 LL
<br />u cl,
<br />5M. BENC44 MAW RUR. RWEDXWi) FE, OR FEN. REINFOICEDXIN65) @
<br />BYL. BEVELED GA. G44E RES RESILIENT
<br />BIT. BITUMINOUS G.I. GALVANIZED IRON RA RETURN AIR Z Z
<br />BLK. BLOCK c1c. 6ENERAL C04TRACT(OR) RVS. REVERSE (SIDE) Lu 1 8
<br />BLKG BLOCKING GL, GLASS, GLAZWS REV. REASIONI($), REVISED z
<br />BD BOARD GLB GLASS BLOCK ROM RIGHT OF WAY
<br />B61, BOTH SIDES GD. GRADE, GRADW3 P, RISER LLJ
<br />51. BOTH WAYS GB OR GYP5D. GYPSUM BOARD RD. ROOF DRAW Z 0-
<br />BOT BOTTOM HID. HARD WA ROOFING V)
<br />BIR BRICK HOW. HARDWAFE RM. ROOM 2:
<br />BLDG BUILDIN16i HDR HEADER RO. ROUGH OFENIN6% 2: >
<br />CAB.' CABINET I-IT61. HlEATI%j RBL. RUBBLE _j
<br />CPT. OR C. CARPET HVAC. HlEATIMANENTILATWi/AIR WNDIIIONIWj SC14. SCHEDULE 0
<br />u U) _j ^ Z
<br />CSMT CASEMENT W.D. HEAVY DUTY sm. SEALANT I ir 0.
<br />C.I. CAST IRON W0. OR WT. HEIGHT STOL SEATING Lu he
<br />C , ip. CONIC. CA5T-N-PLACE CONCRETE H.C. HOLLOW CORE SEC. SECTION z
<br />CB. CATCH BASIN Hm. HOLLOW METAL 614TWA 4EATWWs
<br />CK CALKI ING) CAULKOWS) Hm. MONTAL 6HT. .41111
<br />CLG. CEILIWs W.B HOSE BIBB 514. SHELF, 5WELVWj
<br />CEM. CEMENT ID. INSIDE DIAMETER SIM. WILAR UJ 2�
<br />u
<br />CM. CENT"MR(5) INS. N&LAT(EDXICN) SKI., 5KYLW > OP!
<br />CER CERAM�C INT. INTERIOR 5L. SLEEVE 1714 0.
<br />C,T CERAM C TILE JT. JOINT S.C. SOLID CORE z6 Ln Ln z Lu
<br />CHAM. C144IFER .15T. JOIST $PC. SPACER c:)
<br />C�R CIRCLE KIT KITCHEN 5FKlz SPEAKER 00 0 du LL 2
<br />C RIC. CIRCUMFERENCE K.O. KNOCKOJT 5PEC. SPECIFICATIONS < 00 F_ w1l lo: rl
<br />CLR CLEAWANCE) LAK LAMINATED Sa SMARE z V, 41- 88 Lw, 8
<br />CLS. CLOSURE LP� LAMINATED PLASTIC 55T. STAINLESS STEEL z c%j ILL
<br />COL. COLUMN LAY LAVATORY STD. STANDARD LLJ U-) Lw- Be uz, 8
<br />COMB. COMBINATION LT. LIGHT STL. STEEL u W
<br />CONIC. CONCRETE LTL LINTEL STO. STORA6E 0
<br />CM.U. CONCRETE MASONRY UNIT LL. L�VE LOAD sm STRUCTURAL �4-1 lu" oz
<br />CX. CONNECTION LIV. L X SUS. SUSPENDED � w< 8
<br />LVR LOUVER TEL. TELEPHONE c) Z
<br />CCN5TP CONSTRUCTION (n
<br />0 oz
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<br />DP. DAIP'PROCFWa MMB. MEMBRANE LIC, UNDERCUT
<br />DL. DEAD LOAD MT. OR MTL, METAL UNF. UNIFNISHIED DATE 1/16/2019
<br />DER. DEPRESSED M. METER Y.B. VAPOR BARRIER
<br />DET, OR DTL. DETAIL M. MILLIMETER VIERT. YEIRTICAL VERSION NO.
<br />DIAM. OR 7 DIAMETER MIN. MINIMUM VK OR V. VINYL
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<br />ELEC. ELECTRIC(A.) O.C. ON CENTER up. WIDE FLAWjE SHEET NO.
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<br />DXA DRAWwl N.I.C. NOT IN C04TRAV UK WINDOW
<br />EXR EXHAUST PAR. PARALLEL I c S
<br />EF. OR EAF. EACH FACE N.T.S. NOT TO SCALE
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