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REVISION LOG <br />2/12/19 <br />1.0 <br />CREATED LOT SPECIFIC PLAN ELEVATION "B" GARAGE RIGHT <br />LOT 27 LOCK 05 SILVERADO <br />35885 SADDLE PALM WAY <br />ZEPHYRHILLS, FL 335 1 <br />��M <br />11101mimi <br />MINI <br />17 <br />WIN <br />- <br />- 701 <br />-r-Imin <br />WINININUME <br />WININININIE m <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 />SS <br />RETROFIT DETAILS <br />WP <br />WATERPROOFING DETAILS <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 SHALL COMPLY <br />WITH pgEVAII-ING <br />%OVWCS F-MRIPA El 0 CODE, <br />NATIONAL ELECTIlIC <br />CODE <br />I <br />ANB I nr- %011 T Vr 4100111ITKMILLIS <br />ORDINANCES <br />%" <br />% <br />MAR: 2 <br />A.; Zv <br />4 if . Lu <br />- '* <br />u4w <br />'7 I-Z <br />CITYOF -'- PWv'RFllLL* <br />PL/'tNS EXMT,'F-,R <br />I ABBREVIATIONS I <br />AFF. ABOVE FNIS14 FLOOR E)a EXISTING FKa PARKING <br />ACC. ACCESS EXT. EXTERIOR FIX PARNTION <br />AP. ACM86 PANEL Fb. FACE BRICK ICY, PAVE(DXNG) <br />ADO, ADDENDUM FD. FACE OF PVMT. PAVEMENT <br />ADR ADHESIVE FAS. FASTEWER) PED. PEDESTAL <br />ADJ. ADJU6TABLE FN. FENCE PERI, PERIMETER <br />AGG. AGGREATE FaL. FIBERGLASS PLAS. PLASTER <br />AC AIR CONDITIONING FIN. FN6H PLAM. OR Pl PLASTIC L41MTE <br />ALT. ALTEWTE Fpl- FINISH FLOOR LIE PL. PLATE <br />A5. ANCHOR BOLT FE. FIRE EXTINGUISHER P.Y.C. POLYVINYL CHLORIDE <br />APPX APPROXIMATE Ff. FIRFLACE P.E. PORCELAIN ENAMEL <br />A --A- AW-4 ARCHITECT FLG. FLASHING P.SF. POUNDS PER SQUARE FOOT <br />AD. AREA DRAW FUR FLOOwwj) Phi. POUNDS PER SaIARE INCH <br />ASPR ASPHALT F.D. FLOOR DRAW RCZ. OR PCCONC. PWCASTCONCRETE <br />Al ASPHALT TILE FLUR FLUORESCENT PFB. OR PRFAB. FfiEFABRCATE(D) <br />AUTO. AUTOMATIC Fla FOOTING aT. alaw TILE <br />ARK AWNWs FND. FOUNDATION RAD, RADIUS <br />BRIT. BASEMENT FR. FRAMWING) Ra RAILING <br />BM. BEAM FS. RILL 60 RE.F. REFEIWICE <br />BF45L BEARNG F.B0. FURRISHED BY OTWIERS Fm REFRZ3ER4TOR <br />Bkt BENCH MAW RJR FURR(EDXWj) RE OR RIEW RENFORIVEDXING) <br />BYL BEVELED CIA GAUGE RES. RESILENT <br />BIT. BITUMINOUS G.I. "VANIZED IF40N RA IiETURN AIR <br />BILK 5LOCK CIL. GENERAL CONTRACT(OR) RV5. REVERSE (SIDE) <br />BLKC& 151.0out GL GLASS, GLAZING REV. FEASIOWS), REVISED <br />BID. WARD GLB. GLASS BLOCK ROI RIGHT OF WAY <br />B.S. BOTH SIDES GD. GRADE, GRADING R. RISER <br />Bill. BOTH WAYS 0 OR GTP.BD GYPSUM BOARD RD. ROOF DRAW <br />WT. 50TTOM HID, HARD RFa ROOFING <br />Bp BRICK WIDW, WARDIUARE RM. ROOM <br />BLDG. BUILDING WDR HEADER RO. <br />CAB. CABINET HTG. HEATING RBL. RUBBLE <br />CPT. OR C. CARPET WAC. HEATINGIVENTILATINGIAIR CONI)RIONNG SCR SCHEDULE <br />CSMT CASEMENT 4D. HEAVY DUTY SNT. SEALANT <br />Cl CAST IF40N 143T. OR WT, HEIGHT 67G. SEATING <br />C.I.P. CONC CAST-N-FLACE CONCRETE A.C. alow CORE SEC. SECTION <br />ca. CAT04 BASIN WK HOLLOW METAL SHTwt MANING <br />CK CARING)CAMING) m HORIZONTAL 69T. SWEET <br />CLG. CEILING RB. HOSE BIBB 5H. SHELF, SHELVING <br />CEM. CEMENT ID. INSIDE DIAMETER SIM. SIMILAR <br />CM. CENTIMETEP46) INS, NOULATIEDVON) SKL SKYLIGHT <br />CER CERAMIC INT. NTEF40R SL. SLEEVE <br />C.T. CERAMIC TLE JT. JOINT S.C. SOLID COE <br />owt CWAMFER J5T. JOIST 6pC. SPACER <br />CIR. CIRCLE KIT. KITOIEN 6PKR SPEAKER <br />CIRC. CIRCUMFERENCE K.0. KNOCKOUT SPEC. SPECIFICATIONS <br />CUR CLEMANCIE) LAK LAMINATED 6a SQUARE <br />CLS. CLOSURE LP. LAMINATED PLASTIC $ST. STAINLESS STEEL <br />COL. COLn LAY LAVATORY STD. STANDARD <br />C". COMBINATION LT. LIGHT STL. STEEL <br />CONC. C04CRETE LTL. LINTEL STO, STOR43E <br />Cma CONCRETE MASONRY UNIT Ll. LIVE LOAD STRI. STRIC11URAL <br />Cx CONNECTION LIV. LIVING SUS. SUSPE!'"D <br />CONSTR CONSTRUCTION LVIR LOAM TEL TELEPHONE <br />L E N N A Rm cow. CONTINUOUS MR MA44OLE Ty., TELEVISION <br />Cm CONTRACTOR MFR MARFACTURE(R) THK. TWICK(NESS) <br />CJ. CONTROL OR CONSTIRUCTION JOINT MA6. MAWNIRT T* OR THI.D. THRESHOLD <br />Cm CORWATED MD. MASONRY OPENING T4 TONGUE AND GROOVED <br />CTR COUNTER MATIL. MATERIAL Tjx TOP OF C04CRETE <br />C". COjwS) MAX MAXIMUM Top� TOP OF FOUNDATION <br />Cf. CUBIC FOOT MECK `IEC"ICAL TR TREAD <br />C.T. CUBIC YARD M.C. OR MlDr-e. MEDICINE CABINET TYP. TYPICAL <br />Dp. DAMP*PROOFING MIRIWAf LIC. UNDERCUT <br />DL DEAD LOAD MT. OR MTL. MAL 1.11F. UNFINISHED <br />PLANS ON FILE LIMITATIONS DER DEPRESSED M. METER vs. VAPOR BARRIER <br />DET. OR DTL. DETAIL MM. MLLIHMR VERT. VERTICAL <br />CTHE FOLLOWING SHALL APPLY U.N.O. DIAM. OR DIAMETER MR MINIMUM VIN. OR v. VNYL <br />DIM. DIMENSION MR MIRROR V.T. VINYL TILE <br />• PLANS ARE VAUD FOR THE PULLING OF PERMITS FOR 12 MONTHS FROM THE DATE OF THE ENGINEER!S SEAL OR THE DAL D& WASHER MISC, M16MLLANEOUS W. WAINSCOT <br />DR DOOR MOD. MODULAR 111T.W. WALL TO WALL <br />EFFECTIVE DATE OF ANY NEW VERSION OF AN APPLICABLE CODE, WHICHEVER IS LESS. DA DOKE HUNG MD. MOLDING, MOULDING w WALL HUNG <br />• THE PLANS MAY BE USED FOR THE PERMITTING OF NEW PR03ECTS BEYOND THE 12 MONTH LIMITATION IF AN EXTENSION ELEC. ELECTRICA) OL. ON CENTER IF. WIDE FLAI'm <br />LETTER SIGNED AND SEALED BY THE ENGINEER OF RECORD IS PROVIDED STATINGTHE SAME. DIS. DOINFOUT MT. MOUNT(EDXN6j) m 94TER CLMT <br />E.P. ELECTRICAL PANEL OA OVERALL vo. WIT" <br />• 'THESE PLANS ARE FOR USE ONLY IN AREAS WHERE THE APPLICABLE ULTIMATE WIND SPEED IS 150 MPH OR LESS, AND IN D. WA MULL MILLION UP, WATER PROOFING <br />AREAS WHERE THE EXPOSURE CATEGORY IS DETERMINED TO BE "C" OR "B". SPECIFICALLY, -THESE PLANS ARE NOT FOR USE EL. ELEVATION OA OR 014EAD. OVERHEAD WD. WOOD <br />2277 RIGHT D.T. DRAW TILE W. NAILABLE Lp WATER RESISTANT <br />IN EXPOSURE CATEGORY "D" AREAS AS DEFINED IN THE APPLICABLE VERSION OF THE FLORIDA BUILDING CODE, Ea EQUAL PNT' PANT(W) IW. WROUGHT IRON <br />SPECIFICALLY SECTION R301.2.1.4.2 AND R301.2.1.4.3 IN THE 2017, 6TH EDITION FLORIDA BUILDING CODE, RESIDENTIAL DIN. DRAWER NOM. NOMINAL m WELDED WIFf MESH <br />EST. ESTIMATE RL PANEL W. WIDTH, WE <br />VOLUME. m DRAWING N.I.C. NOT IN CONTRACT UK WINDOW <br />THESE PLANS ARE ONLY FOR USE IN THE UNINCORPORATED PORTIONS OF HILLSBOROUGH COUNTY, FLORIDA, E)R EXHAUST POW PARALLEL <br />EF. OR EAF. EACH FACE RTA NOT TO SCALE <br />082418 <br />DAVIS BEWS <br />DESIGN GROVP <br />00 STATE STR= EAST <br />OLDISM& R�OMA 34677 <br />813. 925.1300 TIEL <br />813. 925. 1800 FAX <br />VVWWnAVLSIBEWS.00M <br />TANWA e E>E7qNqM <br />EST 1994 <br />VORTEx ENGINEERING, I.I.C. <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.I. 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 />C) <br />CD <br />r-j <br />0 0) r, <br />t7; :L- q <br />P-4 =I ko <br />>Z (A co <br />cn <br />U-) M Ln <br />z gn :2 "r <br />86 -� <br />z< LL <br />F- (6 cq <br />jo� U CL <br />< § E <br />z <br />w z <br />Lu C� IT <br />C:) <br />�z <br />0 <br />'R <br />LLJ <br />Z< <br />Z CL <br />a. <br />x <br />4800 <br />M <br />9 g zz <br />LOU <br />8 0.� - R, <br />co <br />uj <br />z <br />Lu j § <br />z <br />Z Lu <br />D <br />2: Lu mr <br />m: > <br />0 j <br />u (j) V) <br />zcl <br />�z <br /><Q� <br />9 Lzu aw <br />Lu <br />r-4 > mo <br />Ln <br />0 <br />0� C'4 uj ;1- cp <br />0 o < . <br />a LLJ <br />00 2 <br />z Irr r*4 UUL, 8 <br />Z C14 <br />Lu Ln u F<- LZn 0 <br />Lii Lij uj <br />00 Z <br />0 <br />lq- < < <br />N Z z <br />?-I he <br />00 Z z <br />0 8 co <br />r-1 m CK iL <br />SCALE AS NOTED <br />DATE 2/12/2019 <br />VERSION NO. <br />loo <br />SHEET NO. <br />c s <br />