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ALL WORK SMALL COMPLY VVe = ;EVAILI � , 4. �
<br />CODES FLORIDA U;LW-J 6�' � � ajY-
<br />NATIONAL
<br />AND 1
<br />ORDII 1ANCES ABOREVIATIONS
<br />A.F.F. ABOVE FINISH FLOOR EXG, EX15TING PKG, PARKING
<br />ACG. ACCE55 EXT, EXTERIOR PTN, PARTITION
<br />A.P. ACCE55 PANEL F.B. FACE BRICK PV. PAVE(DXING)
<br />ADO. ADDENDUM F.O. FACE OF PVMT, PAVEMENT
<br />ADH. ADHE5IVE FA5. FA5TEN(ER) PED, PEDE5TAL
<br />ADJ. ADJUSTABLE FN. FENCE PERI, PERIMETER
<br />AGG. AGGREATE F.GL. FIBERGLA55 PLA5. PLA5TER
<br />A/C AIR CONDITIONING FIN. FINISH P.LAM, OR P.L. PLASTIC LAMINATE
<br />ALT. ALTERNATE F.F.L. FIN15H FLOOR LINE FL, PLATE
<br />A.B. ANCHOR BOLT F.E. FIRE EXTINGU15HER P.V.G. POLYVINYL CHLORIDE
<br />APPX. APPROXIMATE F.P. FIREPLACE P.E. PORCELAIN ENAMEL
<br />ARCH. ARCHITECT FLG. FLA5HING P.S.F. POUNDS PER 5QUARE FOOT
<br />AD, AREA DRAIN FLR. FLOORING) P.S.I. POUND5 PER 5QUARE INCH
<br />A5PH, A5PHALT F.D. FLOOR DRAIN P.G.C. OR P.G.GONG, PRECA5T CONCRETE
<br />A.T. 45PHALT TILE FLUB. FLUORE5GENT PFB. OR PREFAB, PREFABRICATE([))
<br />AUTO, AUTOMATIC FTG. FOOTING Q.T. QUARRY TILE
<br />AWN, AWNING FND. FOUNDATION RAD, RADIUS
<br />55MT. BA5EMENT FR. FRAME(DXING) RLG, RAILING
<br />BM. BEAM R5, FULL SIZE REF. REFERENCE
<br />BRG. BEARING F.B.O. FURNISHED BY OTHERS REFR. REFRIGERATOR
<br />B.M. BENCH MARK FUR. FURR(EDXING) RE, OR REINR REINFORG(EDXING)
<br />BVL, BEVELED GA. GAUGE RE5. RESILIENT
<br />BIT. BITUMINOU5 G.I. GALVANIZED IRON RA. RETURN AIR
<br />BILK. BLOCK G.G. GENERAL CONTRACT(OR) RV5. REVERSE (51DE)
<br />BLKG. BLOCKING GL. GLA55, GLAZING REV. REV1510N(5), REVI5ED
<br />BD. BOARD GLB, GLA55 BLOCK R.O.W. RIGHT OF WAY
<br />8.5, BOTH SIDES GD, GRADE, GRADING R. R15ER
<br />B.W. BOTH WAY5 GB. OR GYP.BD, GYP5UM BOARD RD. ROOF DRAIN
<br />BOT, BOTTOM HD. HARD RFG, ROOFING
<br />BR. BRICK HDW, HARDWARE RM. ROOM
<br />BLDG. BUILDING HDR, HEADER R.O. ROUGH OPENING
<br />CAB. CABINET HTG. HEATING RBL, RUBBLE
<br />CPT. OR C. CARPET HVAC. HEATING/VENTILATING/AIR CONDITIONING 5CH. 5CHEDULE
<br />G5MT, CA5EMENT H.D. HEAVY DUTY 5NT, SEALANT
<br />G.I. C45T IRON HGT. OR HT, HEIGHT 5TG. 5EATING
<br />C.I.P. GONG. GA5T-IN-PLACE CONCRETE H.G. HOLLOW CORE 5EG, SECTION
<br />C.B. CATCH 5451N H.M. HOLLOW METAL 5HTHG, 5HEATHING
<br />CK. GALK(ING) GAULK(ING) HORZ, HORIZONTAL 5NT, SHEET
<br />GLG. CEILING N.B. H05E BIBS 5H. 5HELF, 5HELVING
<br />GEM. CEMENT ID' IN51DE DIAMETER 51M. 51MILAR
<br />GM. CENTIMETER(5) IN5, IN5ULAT(EDXION) SKL. SKYLIGHT
<br />GER CERAMIC INT, INTERIOR 5L. 5LEEVE
<br />C.T. CERAMIC TILE JT. JOINT 5.C. SOLID GORE
<br />CRAM, CHAMFER J5T, J015T 5PG. 5PACER
<br />CIR, CIRCLE KIT, KITCHEN 5PKR. 5PEAKER
<br />GIRG. CIRCUMFERENCE K.O. KNOCKOUT SPEC. 5PECIFICATION5
<br />GLR, CLEAR(ANGE) LAM. LAMINATED 5Q, 5QUARE
<br />GL5, CLOSURE L.P. LAMINATED PLA5TIG 55T. 5TAINLE55 5TEEL
<br />COL, COLUMN LAV, LAVATORY 5TD. 5TANDARD
<br />COMB, COMBINATION LT, LIGHT 5TL. STEEL
<br />GONG. CONCRETE LTL, LINTEL 5T0. 5TORAGE
<br />C.M.U. CONCRETE MA50NRY UNIT L.L. LIVE LOAD 5TRL. STRUCTURAL
<br />GX. CONNECTION LIV. LIVING 5U5. 5U5PENDED
<br />CON5TR. CONSTRUCTION LVR LOUVER TEL. TELEPHONE
<br />CONT, CONTINUOU5 M.H. MANHOLE TV. TELEVI510N
<br />CONTR, CONTRACTOR MFR. MANUFACTURE(R) THK. THICK(NE55)
<br />G.J. CONTROL OR CON5TRUCTION JOINT MA5, MA5ONRY THR. OR THLD. THRE5HOLD
<br />CORR, CORRUGATED M.O. MA50NRY OPENING T4G, TONGUE AND GROOVED
<br />GTR, COUNTER MATL. MATERIAL T.O.C. TOP OF CONCRETE
<br />CR5. COUR5E(5) MAX. MAXIMUM T.O.F. TOP OF FOUNDATION
<br />G.F. CUBIC FOOT MEGH. MECHANICAL TR. TREAD
<br />G.Y. CUBIC YARD M.G. OR MED.GAB. MEDICINE CABINET TYP. TYPICAL
<br />D.P. DAMP -PROOFING MMB. MEMBRANE UG. UNDERCUT
<br />D.L. DEAD LOAD MET, OR MTL. METAL UNF. UNFIN15HED
<br />DER DEPRE55ED M. METER V.B. VAPOR BARRIER
<br />DET. OR DTL, DETAIL MM, MILLIMETER VERT, VERTICAL
<br />DIAM. OR ? DIAMETER MIN, MINIMUM VIN: OR V. VINYL
<br />DIM, DIMENSION MIR MIRROR V.T. VINYL TILE
<br />D.W. D15H WA5HER M15C. M15CELLANEOU5 W5CT, WAIN5COT
<br />DR. DOOR MOD. MODULAR W.T.W. WALL TO WALL
<br />D.N. DOUBLE HUNG MLD, MOLDING, MOULDING W.H. WALL HUNG
<br />ELEC. ELECTRIC(AL) O.G. ON CENTER WF. WIDE FLANGE
<br />D.5, DOWN5POUT MT. MOUNT(EDXING) W.G. WATER CL05ET
<br />E.P. ELECTRICAL PANEL O.A. OVERALL W/a WITHOUT
<br />D. DRAIN MULL, MULLION W.P. WATER PROOFING
<br />EL. ELEVATION O.H. OR OHEAD. OVERHEAD WD, WOOD
<br />D.T. DRAIN TILE NL, NAILABLE W.R. WATER RE515TANT
<br />` EQ. EQUAL PNT, PAINTED) W.I. WROUGHT IRON
<br />DWR. DRAWER NOM, NOMINAL W.W.M. WELDED WIRE ME5H
<br />EST. E5TIMATE PNL. PANEL W. WIDTH, WIDE
<br />DWG. DRAWING N.I.G. NOT IN CONTRACT WIN. WINDOW
<br />EXH. EXHAU5T PAR. PARALLEL
<br />E.F. OR EAR EACH FACE N.T.5, NOT TO 5GALE
<br />REVISION LOG
<br />4/9/19
<br />1.0
<br />CREATED LOT SPECIFIC PLAN ELEVATION "B" GARAGE LEFT
<br />LOT 05 BLOCK 09 SILVERADO
<br />6365 COBBLE BLISS STREET
<br />ZEPHYRHILLS, FL 335 1
<br />LE N NARsm
<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
<br />S4
<br />DETAILS
<br />S5
<br />DETAILS
<br />ISS
<br />RETROFIT DETAILS
<br />WP WATERPROOFING DETAILS
<br />PA1.0 PRODUCT APPROVAL NUMBERS
<br />PA1.1 PRODUCT APPROVAL NUMBERS
<br />PA1.2 PRODUCT APPROVAL NUMBERS
<br />PA1.3 PRODUCT APPROVAL NUMBERS
<br />DAVIS BEWS
<br />DESIGN GROUP
<br />150 STATE STREET EAST
<br />OLDSMAR,1•i.ORIDA 346T7
<br />813.925.1300 TEL
<br />813.925.1800 FAX
<br />W W W.DAVLSBEWS.COM
<br />TAMI'A • DENVEA.
<br />� EST. 1994
<br />— 6
<br />2 Mull
<br />11111lei
<br />VORTEX ENGINEERING, LLC.
<br />607 S. ALEXANDER ST., SUITE 103
<br />PLANT CITY, FLORIDA 33563
<br />1.877.6VORTEX (686-7839)
<br />COA 28035
<br />PAUL D. KIDWELL, P.E. #52683
<br />DREW 1. MEISHEID, P.E. #83217
<br />ASBED A. AVEDIKIAN, P.E. #86623
<br />1 HEREBY CERTIFY THAT I HAVE REVIEWEDTHE
<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 REVIEWEDTHE
<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
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<br />SCALE : AS NOTED
<br />DATE : 4/9/2019
<br />VERSION NO.
<br />iso
<br />SHEET NO.
<br />c s
<br />
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