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Q L IAa998 ZLREVISIONS 12-22-14 THE SMIT11 RESIDENCE I 5YMf5OL 5262 SECOND STREET I NORTH INDICANS DIRECTION OF NORTH ATLANTIC BEA - rC 11 FLORIDA 1 DRAWING NUMBER X i SECTION a_ SHEET NUMBER WHERE 100.00 (RJ SECTION 15 DRAWN 99.92' (M) i -j o Cn I I W O �'' X DRAWING NUMBER Lnz DETAIL SHEET NUMBER WHERE o O �� a- --i,- DETAIL IS DRAWN 5 0� 11.1' cn O D a Gi' O0 m n� 0 0 A ELEVATION LETTER _ z f < o ELEVATIONS D A-5 B�- SHEET NUMBER WHERE SILT FENCE w/FILTERCLOTH I w 1 STORY _ m V ELEVATION f5 DRAWN FRAME (MIRAFI,POLYFILTE OR APPROVED BUILDING A/C o 00 C EQUAL)ON WOOD STAKES a MAX.6'-0" O.C. �' WOOD DECK 2.4' PAD f .% 0, 11.5' FLOW � � 8.8' 7 GRADE �n S`O O mz DOOR I 7 0 = yi 7/ BACKFILL FENCE API'ER PLACING FENCE ( ry o m W UWINDOW W Cn o OP.n d0 O m W Z II 0"o Ao A z v r- O 0 5' cn ` `o co ca 00 00 (0ou w 07, ,i a w w W z D -I �, a' .� -- 00 -� o -I co N K O II - W 0 0 w 455RE��ATION5 I STA I=1D TUFE5I[) ITS' R,IEIR v �M►--^� w w A.C.T. ACOUSTICAL CEILING TILE E.W.N. ELECTRIC WATER NEATER MIN, MINIMUM Am I SCALE: 3/4"=1'-0" ADJ. ADJACENT EL. ELEVATION N.I.C. NOT IN CONTRACT I.PLACE FENCE AT ENTIRE PERIMETER OF SITE AS SHOWN. w A/C AIR CONDITIONING UNIT EXH. EXHAUST N.T.S. NOT TO SCALE a x U ALT. ALTERNATE EXT. EXTERIOR O.G. ON CENTER 2.FENCE MAY BE REMOVED AT WORK AREAS DURING RK � -D+ � Q ALUM. ALUMINUM F.G. FIBERGLASS OPNG. OPENING I WOOD DECK o cn �' Z AWN. AUDI°DING WINDOW FIN. FINISH P7 PAINT PERIOD,BUT SHALL BE REPLACED AT THE END OF WO � BLK, BLOCK FIN.CLG. FINISHED CEILING P.V.C. POLYVINYL CHLORIDE PERIOD. I NWOODDECK O o o o D c0 m O w v� o <m J UBOT. BOTTOM FIN.FLR FINISHED FLOOR P.7. PRESSURE TREATED m m v m BLDG. BUILDING F.D. FLOOR DRAIN Q.T. QUARRY TILE r B.U. BUILT-UP GALA. GALVANIZED REINF. REINFORCED 6 22.5' zCAB. CABINET GL. BK. GLASS BLOCK WINDOW REQD. REQUIRED �� 11.7' O, m ►--i CPT. CARPET CLUB GYPSUM WALL BOARD R. R15ER 6'4` . C.I. CAST IRON HDW. HARDWARE R.D. ROOF DRAIN 00. co CL. CENTERLINE HGT. HEIGHT S.H. SINGLE HUNG WINDOW 00+ .� N G.T. CERAMIC TILE HORZ. HORIZONTAL SHT. SHEET _ _ C.W. COLD WATER H.B. HOSE BIBS 51M. SIMILAR - - - - - - - - - - - - CONC. CONCRETE H.W. HOT WATER 5L, SLOPE 99.97' (M) o o w C.M.U . CONCRETE MASONRY UNIT I.D. INSIDE DIAMETER SPEC. SPECIFICATIONS ry OO' (R) `i 100. CONT. CONTINUOUS INSUL. INSULATION TTL. STEEL - I I NG I � C.J. CONTROL JOINT JAN, JANITOR THK, THICK k A, , _ .°.- - s G. CUB C FEET PER MINUTE JT. JOINT T6G TONGUE AND GROOVE -> TE �-` �"�`� " �� LL EXIST. IMPERVIOUS SURFACE CALCULATIONS: DH. DOUBLE HUNG WINDOW LAM. LAMINATE (D) TYP. TYPICAL SCALE: If8"=1'-0" ' DISP. DISPENSER LAv. LAVATORY VERT. VERTICAL r DN. DOWN M.O. MASONRY OPENING V.G.T. VINYL COMPOSITION TILE AREA. il�•+' DWG' DRAWING MATL. MATERIAL W.I.C. WALK-IN CLOSET LOT 4,994 5F. EA. EACH MAX. MAXIMUM WRGWB WATER RESISTANT GYPSUM WALLBOARD HOUSE 813 SF. ELEC. ELECTRIC MECH. MECHANICAL W.W.M. WELDED WIRE MESH E.W.C. ELECTRIC WATER COOLER MTL. METAL W.C. WATER CL05ET - - - - 1 - - - - _ _ DRIVES AND WALK, 1150% 131 5F, M.P. METAL PANEL UR. URINAL - T T EXISTING ACCESSORY BUILDING 449:SF. CONC. I EQUIPMENT PAD g 5F, TOTAL IMPERVIOUS SURFACE AREA 1,408 S.F. io IMPERVIOUS 282% I - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - waI _ -1!6I '-v&IDE YARD SETBACK LINE `AD LOAD5 S RCR NEW IMPERVIOUS SURFACE CALCULATIONS: 411 S.F. AREA: FF:(11.46'J r F---- ILOT4,994 SF. WIND DESIGN PER FBG RESIDENTIAL 2010, TABLE R301.2(2)D E ST IP ED E ST IP IL BA51C WIND SPEED: 130 MPN CONG. HOUSE 1,509 SF. STEP DRIVES AND WALK, 050% 212 SF.WIND DESIGN METHOD: ASCE 1-10 13'-1N6'_ _ _ _ _ DRIVEWAY�3 O2 O O �\ I EXISTING ACCESSORY BUILDING 449 5F. w IMPORTANCE FACTOR: I Ai GARAGE --i EQUIPMENT PAD g Sp w EXPOSURE CATEGORY: C (ADJUSTMENT COFF. = 1.40) TOTAL IMPERVIOUS SURFACE AREA 2,119 5F. EXPOSURE CLASSIFICATION: ENCLOSED I CONC. I I STEP I �, IMPERVIOUS 48.40 MEAN ROOF HEIGHT 30 FT. I ! t ROOF ANGLE: (30-4D DEGREES) 26.6 DEGREES (6:12) ! zLa=�ALK I CHANGE IN IMPERVIOUS SURFACE Ill S.F. V I I ------------------ ------------------- I ROOF ANGLE: (30-45 DEGREES) 56b DEGREES (18:12) ❑❑ ❑ Iu--- z10.0' Q O O IO EDGE STRIP 3.0 FT. ! FOYER/HALL Im p Lu COMPONENT AND CLADDING WIND LOADS (18/12 SLOPE) 1 i O I ZONE EFFECTIVE WIND AREA (51F) ADJUSTED WIND LOAD(PTF) 1 10 23.8 -38.9 I I V ----= M W 1 1 20 22.4 -31.6 I I COHERED PATIO ! 1 I con N 1 50 19.5 -36.4 I I LAND. 1 G DRIVEWAY 100 114 -35.3 W d' pU L 10 p-+ U2 I . � N W 2 20 22,4 -62.4 I I z � g44 - - - - - - - - L�1 -----------------D----- --------- _ _ _ _ -IN _ _ o - - - - - - _-_ - - - - - - - - - - - - - - - - - - - 2 50 19,5 -62.4 I --------- ___ - - - - - - - 5'1-0" SIDE YARD SET5-ACK LE c 1 I w 2 100 11.4 -4915 ,�PAD � U 3 10 24.5 -100.2 - i 3 20 22.4 -93.8 U 3 0 19.5 -85.1 3 100 114 -18. N E UJ 5 1 T E PLAN 4 10 42.6 -46.2 INDEX OF � AWIG5; I "`III - SCALE: I/8"=I'-0" O 4 20 40.6 -44.2 T-1 TITLE SHEET, SITE PLAN, DATA DATEOF 1 4 O 50 38.1 -41.1 A-1 FIRST FLOOR PLAN ISSUE 4 100 36.3 A-2 SECOND AND THIRD FLOOR PLANS 12-22-14-39.8 A-3 ELEVATIONS, ROOF PLAN O __I 5 10 42.6 -51.0 A-4 ELEVATIONS BU I L IDI I G CODE 5UMME T _ - `= - DRAWN BY: RlP �R�P 5 20 40.6 -53.2 A-5 WALL SECTIONS l R/P DG 5 50A-6 WALL SECTIONS 38.1 -48,0 A_7 WALL SECTIONS I 5 100 363 -442 A S WALL SECTIONS FFL �45LE CO E& SHEET NO. DESIGN OF FASTENINGS OF WINDOWS AND DOORS IN THE WALL FRAMING E-1 ELECTRICAL PLANS 15 THE RESPONSIBILITY OF THE WINDOW/ DOOR MANUFACTURER AND SHALLSMITH MEET THE COMPONENT AND CLADDING DESIGN WIND PRESSURES E-2 ELECTRICAL PLAN, LEGEND FLORIDA RESIDENTIAL CODE 2010 NATIONAL ELECTRIC CODE 2008 �.\ T- 1 © 14038 REVISIONS TIJE SMIT11 RESIDENCE S*rME3OL.S 262 SECOND STREET NORTH INDICATES DIRECTION OF NORTH T L A N F I E A C F L R I D A DRAWING NUMBER SECTION X/2�4100.00' (R) 4_ SHEET NUMBER WHERE SECTION IS DRAWN - - - - - - - 99.92 (M) o w SA o X DRAWING NUMBER oNoo j'� o ? o o w DETAIL A- o D � �� SHEET NUMBER WHERE s o� W 11.1' �0 -A " 0 <�, DETAIL IS DRAWN I v � ��� o o I co z y , << A m m� � ELEVATION LETTER �, 1 STORY cQ ELEVATIONS D A-5 B� 4 SILT FENCE w/FILTER CLO1N 6, FRAME _ A/C o v SHEET NUMBER WHERE ! IMIRAFf,POLYFILTER OR PPROVED BUILDING 2-4' PAD 11.5' C ELEVATION IS DRAWN EQUAL)ON WOOD STAKES a MAX.V-0" O.C. rn WOOD DECK FLOW (")no _ / GRADE S 0� W DOOR O v� o o F y�� �� BACKFILL FENCE AFTER P ACING FENCE I v �! m z z W U < -i 0 F z O 0o , o Q WINDOW 4 � ���� � 0 4 - z 5 ►,-�-/� cep p TI o Q oo ca c° m cfl w'cn� W co z `° I-I W Ii, 0 rn DO N v o t�i��1 II AA r��*II I I 1I�� 0 T _u o rn T/1 ��a6�1'���IH��®I�l� (I� FAQLD TUR51D ITS' 5AR IE no �� X0.5'71 o A-I SCALE: 3/4 =1-0 n x t�-1 A.C,T, ACOUSTICAL CEILING TILE E.W.N, ELECTRIC WATER HEATER MIN. MINIMUM ADJ. ADJACENT EL. ELEVATION N.I.C, NOT IN CONTRACT I,PLACE FENCE AT ENTIRE PERIMETER OF 51TE A5 SHOWN. 1n oz 1 Q U A/C AIR CONDITIONING UNIT EXH, EXHAUST N.T.S, NOT TO SCALE cn ALT, ALTERNATE EXT. EXTERIOR O.C. ON CENTER 2.FENCE MAY BE REMOVED AT WORK AREAS DURING, WORK I WOOD DECK a m -0 � m C ALUM. ALUMINUM P.G. FIBERGLASS OPNG, OPENING PERIOD,BUT SHALL BE REPLACED AT THE END OF WORD COV ° �D °° z O W AWN. AWNING WINDOW FIN. FINISH PT PAINT PERIOD. I - U BLK. BLOCK FIN.CLG. FINISHED CEILING P.V.C. POLYVINYL CHLORIDE WOOD DECK m �% BOT. BOTTOM FIN,FLR. FIN15HED FLOOR P.T. PRESSURE TREATED m BLDG. BUILDING F.D. FLOOR DRAIN Q.T. QUARRY TILE �� z 22.5' B.U. BUILT-UP GALV, GALVANIZED REINF, REINFORCED " 10.0' 11.7' o GAB. CABINET GL,BK, GLASS BLOCK WINDOW READ. REQUIRED6q� 00., co � (V CPT. CARPET GWB GYPSUM WALL BOARD R. R15ER F��-111 G.I. CAST IRON HDW. HARDWARE RD. ROOF DRAIN _ �/� GL. CENTERLINE W3 T. HEIGHT S.H. SINGLE HUNG WINDOW - - - - - - - - - - - - - - - - - pro-- `. V 1 G,T. CERAMIC TILE HORZ. HORIZONTAL SHT. SHEET C.W, GOLD WATER H.B. H05E BIBS SIM. SIMILAR 99'97' (M) w CONC, CONCRETE H.W. HOT WATER 5L. SLOPE1OO. OO $w Q W G.M.U, CONCRETE MASONRY UNIT I.D. IN51DE DIAMETER SPEC. SPECIFICATIONS Y ' (R) CONT. CONTINUOUS IN5UL. INSULATION 5%. STEEL r`� EXISTING -I. ,_ I # I `► v C.J. CONTROL JOINT JAN. JANITOR THK. THICK EXIST. IMPERVIOUS SURFACE CALCULATIONS: C.F.M. CUBIC FEET PER MINUTE JT. JOINT TEG TONGUE AND GROOVE SCALE:118"=1-0" .s x _ r AREA. DH. DOUBLE HUNG WINDOW LAM. LAMINATE (D) TYP. TYPICAL ILS' D15P. DISPENSER LAV. LAVATORY VERT. VERTICAL y DN. DOWN M.O. MASONRY OPENING V.C.T. VINYL COMPOSITION TILE LOT 4,994 5F, DWG, DRAWING MAIL, MATERIAL UJ.I.C, WALK-IN CLOSET EA. EACH MAX. MAXIMUM WRGWB WATER RESISTANT GYPSUM WALLBOARD , HOUSE 813 5F. ELEC. ELECTRIC MECH. MECHANICAL W.W.M. WELDED WIRE MESH _ DRIVES AND WALK, X50% 131 5F. E.W.G. ELECTRIC WATER COOLER MtL. METAL WATER CLOSET - - - - 1 - - - - - - - - - - -�- - - M.P. METAL PANEL W.C.W.UR URINAL 1 �1 EXISTING ACCESSORY BUILDING 449 SF. CONC. ° = EG2UIPMENT PAD 9 5F. - I I TOTAL IMPERVIOUS SURFACE AREA 1,408 SF, IMPERVIOUS 28.2% f 1 - - - - - - - - - I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ _ _ - 10'-0" SIDE YARD SETBACK LINE NEW IMPERVIOUS SURFACE CALCULATIONS: WINE) IACCEFiORY STRIk:TURE(EXI9T� AREA: I ( FF!(11��46') LOT 4,994 5F. HOUSE 1,509 5F. WIND DESIGN PER FBC RESIDENTIAL 2010, TABLE R301.2(2) I I GONG. I I DRIVES AND WALK, a50% 212 5F. ED E 5T IP ED E 5T IP BASIC WIND SPEED: 130 MPH STEP 1 I EXISTING ACCE55ORY BUILDING 4495F. IL WIND DE51GN METHOD: A5CE 1-10 1 1 DRIVEWAY IMPORTANCE FACTOR: 1 \ � GARAGE ------i EQUIPMENT PAD 9 SF. O - - o TOTAL PERv O 5 5 RF C-E AREA 2,EXF05URE CATEGORY: C(ADJUSTMENT COFF, = 1.40) �' 9 EXPOSURE CLASSIFICATION: ENCL05ED I STEP ( I I qa IMPERVIOUS 48.4% i MEAN ROOF HEIGHT 30 FT. I I 1 CHANGE IN IMPERVIOUS SURFACE 111 5F, 1 I ROOF ANGLE: (30-45 DEGREES) 26,6 DEGREES(6:12) I -------- WALK (SAY 10.0') ------------------- ROOF ANGLE: (30-45 DEGREES) 56.6 DEGREES (18:12) 1 FOYER/HALL 2 I I O ( 1 2 EDGE STRIP 3.0 FT. I FF=(11,50') i 0 OI O lO COMPONENT AND CLADDING WIND LOADS (I0/12 SLOPE) I I u E• -----� fy m UW ZONE EFFECTIVE WIND AREA lSF) ADJUSTED WIND LOAD(P5F) I I I I 10 23.8 -36.9 I I v I W m I I I COVERED PATIO - i a I 20 22.4 -318 I IAUN I I DRIVEWAY I 50 19.5 -36.4 I I 1 Q, U 1101 1 1 1 100 11,4 -35.3 I C7 g v) FILE Copy L - - - - - - 1 2 10 24.5 -61,8 I 1 z w W 3 2 2 3 2 20 22.4 -62.4 I - - - - - - - - - - I - --p - - A�I-- REVISIONS 1001 -oII to I � I A-4 I`� 2l'-0" I 14'-3" TANKLE65 - -� GAS WATER U1 _ HEATER 3030 D.N. _ 5NEARllALL N•B• `V — — - — �+ _ 10'.0" BIDE YARD 5ETBACK LINE f o 0 0 0 0 0 0 0 o e — - - 1 I �CC�S�ORY 5TRUCTURE (EX15T.) I � m fGARAGE -' DOWN lis � I" DROP' � Q f Q 7 , f 311/2" DROP RFW , DRIVEWAY _ T-3" (Lu 4 J) - �� ;n SHE WALL 24'-9'14" 26-011 I I I ! f I I I I f I I 61 I- " l U I t I I I I I I I i I 1 I I I WALK ------- ------- - - — - ------------ RAIL - - ---- -- m - (sAY .0') Z � Q 32" DOOR TO 312" DROP c° I �, DOWN 21/2 STORAGE STORAGE \ I DOWN Its -� �e pq UNDER 5TAI IFNEWO r 1 1-6" 11 all if 6° 4'-4�eu 5� 5° R f u I C/1 FOYER / ALL " � 9 ! FF=(11.50`) 4 0 , � N f : ZI I I0 A 4431'4 N I H• -014 3 5 0n �n 29"-10" 0.. I v< CO FRED PATIO I, I LAUND. I i A 6 I DI v, DRIVEWAY 31/21, DROP RO' im]EEF \ � AR ^Q I_ ' POWDER � . Cn L1 M I� Ai — — Tag 2630 1) 2630 D.N. ,��8 3030 D.H. SNEA @ALL � 5'O SIDE YARDS TBAC LINE — — — GAS WATER NEATER /G RAD _ 4'-5" 3'• 14" II'-Uf" 17'-6" er I { A-1 9` 214" 9'-214" 6' 4" 6'-2" 55'-0" r--'-N_51TEPLAN / Ff R5T FLOOR PLAN 5GALE: 1/4"=V-011 A/C AREA = 42o SF. O rr� uM w N Q+ a a r u � H Qx � � o � FILE CurY w H � w DATE OF ISSUE 12-22-14 - - DRAWN BY: SHEET NO. / SMITH A- 1 "J ( O 14038 I A-4 REVISIONS 11-311 F-- ------------------------------------------------------- l { I FGRE S SHEARLUALL I 3056 D.H. w I ® o a ® o 0 0 i i I I I i i i I � iii I I I Iiii I III I I I I nl ul I ATTIC iii I I ATTIC , Rq0I BELOW BE ROM I RIDGE RID - - - - - - - - - - - -HllI I i III I � I iii I A-5 I iii I j I iii, � I I I I i11 ' I iil I ROOF BELOW J RIDGE o � I 2't 1all � \\41 / w 2 t I ------- - -`� --- I ------ - ------- -- A-1 A-1 I 5TO- i SHE RIUALL 11F11 f I 1- - - - - - - - - - - - - - - - - - I I A-6 F - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -t _ cry I I `g7 _3 10'-I 31.6111 6'-6f4"f I N - ALL i 5ATH iROOF PLAN '�,_ 777ALP_- 1/5"ZI-0 W ROOF BELOW �, RIDGE II I A-4 , o iii I I � 'iii j H I iii I I I iii I 3'-0" 21'-0" cn U I I I I I II'-0" �1 I iiiI 1 ; R�DRo M I I I ( III ATTIC ATTIC - I 1 iii I I I iii I W � I I A-1 e iii I I I iii i i � T N I , 111 I Ililt,1 , ---------- -------L—� i I I� ( 0 0 e o 0 0 o I = COORDINATE - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - —,- - e Q KITCHEN LAYOUT I i ! 3056 D.H. EGRE 5 { DWITH FINAL KITCHEN I I DESIGN I I 9 r^ "fir. J I I LA =:F, - ----------- KITCHEN i DENIr `^ _ T-3" �' I .W.1 — 9 ve JJII f 4 ,- SCALE: 1/4"=I'-0" 2 I PANTRY k s A/C AREA = 01 S.F. A--I A-1 REF. CABINET I 3 I I I I I il I I — — — I1'-2y4" r 4056 DA. I 3656 5. . EGRESS m I m 3'-I" 6' 3" 2'! 414" 14'-5J4" 14 5'-414" 4'-814" 24,.1 a f I I `LLQ I i BRE AT CEILING MA ER BEDROOM = o 0 ® POUJDER 0 17 I M. EATIPQLIVING ROOMLn Ell Im U- ' ��� _ W mLn = �, ------------------------ x LINEN �' — — RE K AT CEILING— _ — "' q U �� J." N g vii INDIRECT GAS a, H I I FIREPLACE n $POWER i n A--I W U 1 `CI O ------------------------ O ® O O O 0 O O I 2656 D.H. 2656 D.H. <i <r 3056 D.H. 3056 D.H. U I = 1 = — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —� FILE COPY 11'-1V4" l'-1014" 4'-6" 6'-8" 5'-6" 5'-0" DATE OF ISSUE 12-22-14 DRAWN BY: 5 E C O I `l Imo✓ FLOOR SHEET NO. _ . SMITH SCALE: 1/4"=1'-0" A A/C AREA = I,442 5F. ' / �J © 14038 i REVISIONS - - - - - - - - - - - - - - - - -- - - - - - -- - - -- - - -- - - - - -- - - -- - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 35' MAX WEIG14T N N I I I I I I I 12 I I I I I I 9 i I I I I i — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — zz THIRD FLOOR e _ M SECOND FLOOR Q wo � u _ ow U � W FIRST FLOOR GRADE WEST ELEVATION S SOUTH ELEVATION SCALE: 1/4"=I'-0° r . SCALE: 114":l'-0" - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - 35, MAX. HEIG14T "HIGH WIND" ASPHALT SHINGLES ON 300 LT ON I%" NOM.STRUCTURAL SHEATHING DECKING NAILED w/ad _ _ _ RING SHANK NAILS 0 6" O.C. AT PANEL E GES AND ft INTERMEDIATE AND 4" O.0 AT COMPONE T AND f CLADDING EDGE STRIP "3 N LL ot I I I I I I GEMENT FIBER SHINGLES • I I THIRD FLOOR 311/2"0 BRACKETS m Q O u N W _ � N m 2x4 CORNER 15OARD x IN U Pt N w � � zg44 — — — — — — — — — — — SECOND FLOOR R g Q W W FILE CON n a, 7 F_ F-1 7 F 6" EXPOSURE CEMENT Ff5ER 51 ING ON F-1 F_ . HOU5EWRAP ON I1/2" NOM, STRUCT RAL SHEATHING ON 2x6 STUDS e 16"O.C.w/R-21 DATE OF 5ATT INSULATION, iz" GW5 INTERIOR ISSUE 8 12-22-14 ^ _ DRAWN BY: — — — — — — "FIRST FLOQR; GRAD SHEET NO. AST ELEVATION NORTH ELEVATION - _. . ,' -` SMITH SCALE: 1/4":i'-0" A-3 SCALE. I/4":I'-0" \ \ - V� © 14038 REVISIONS L--j SEALED ATTIC I - 12 12 9 9 "HIGH WIND" ASPHALT SHINGLES ON 30"FELT ON 1/2" = 6' NOM.STRUCTURAL SHEATHING DECKING NAILED w/ad rT RING SHANK NAILS im 6" O.C.At PANEL EDGES AND INTERMEDIATE AND 4" O.0 At COMPONENT AND CLADDING EDGE STRIP "3 21-0" SEALED ATTIC II`-0Y SEALED ATTIC u 3/4' TQG ADVANTEX PLYWOOD DECK GLUED AND NAILED TO JOISTS to Io" O, „ TYP. �Tl THIRD FLOOR w - W o if if it if Qif ifif � if if if if if ow i if METAL DRIP ON P.T. Ix2 ON P.T.2x6 FASCIAif it if if u if U �Q ii if !i if it ifSOLID CEMENT FIBER SOFFIT w/Ix2 TRIM CA it it,! AND FIN 2x6 BAND,TYP.ALL AROUND if if if Nif if it if if If if <aC if it if if r if it if if if if it if if it 61 ! 'z" GWBMULATION 61 _ '! ifif t,,... (TYPICAL ALL FLOORS,WALLS AND ROOF5) ;. if 2x4 WOOD FRAMED WALL R-13 BATT INSULATION if if - 2x10 FRAMED WALLS R-19 BATS' INSULATIONif if ALL ROOFS R-30 SPRAY FOAM if `�_ it WALLS At ROOMS WITH WATER CLOSET R-13 BATT INSULATION 6" EXPOSURE CEMENT FIBER 51pING ON ii _ � �. it (AS ACOUSTICAL INSULATION) HOUSEWRAP ON '/z" NOM.STRUCTURAL if if if SHEATHING ON 2xo 5TUD5 a Io"O.C.w/R-21 ,. if BATT INSULATION,I1/2"GWB INTERIOR if if it if if if if it it it if it 3/4" TEG ADVANTEX PLYWOOD DECK if if if GLUED AND NAILED TO 3j4" T4G ADVANTEX PLYWOOD DECK ii if PREEif NGINEERED FLOOR TRUSSES a GLUED AND NAILED t0 ". it �� R ENGINE RE FLOG T 55ES a i if Io O.C.,TYP. 16" O.C„ TYP. D R CONI.FLASHING 5ECOND FLOOR if c0if li if if if if it CONT.2x BAND `r it � if GWB/" 1/2 If ifif if it if it a if if if f SA(R WOOD SPECIES: if if 11 SILL PLATES ON GONG OR MASONRY - YELLOW WOOD ifit i' TREATED No. 2 5YPif OTHER PLATES - No.2 5YP ti 6" EXPOSURE CEMENT FIBER SIDING ON if if HEADERS - No.2 SYP. if HOU5EWRAP ON i2" NOM.STRUCTURAL if I` STUDS - "2 SPRUCE PINE FIR SHEATHING ON 2x6 STUDS e Io" O.C.w/R-21 NMISC. - ANY OF ABOVE BATT INSULATION, 112"GWB INTERIOR N if it ALL P.T.WOOD - YELLOW WOOD if if if ALL FA5TENER5 CONTACTING YELLOW WOOD TREATED ifif e LUMBER SHALL BE STAINLESS STEEL OR HOT DIPPED C� p �- ;/�"GIUB GALVANIZED. 3/s"O HOLDDOWN RODSit ,SEE STRUCTURAL,TYP. Q if if if if u N a HALLW mcqC ��4CE �O1 �R CA��� it� if � it if it w x if ifit it �C [� Z a U it 4" THICK 3000 PSI FIBER REINFORCE / C7 �1 W vn i it if �"'� Q W N it if C NCRETE SLAB ON ISD MIL PVC VAPO Z � F4 S it fi BARRIER ON 9696 MODIFIED PROCTOR \ O u p, B RR Q W itif F--4 it COMPACTED FILL w/TERMITE TREATME T, if COO T P. if W H 4" THICK 3000 P51 FIBER REINFORCED 4" THICK 3000 P51 FIBER REINFORCED FIRST FLOOR `� U CONCRETE SLAB ON 10 MIL PVC VAPOR CONCRETE SLAB ON 10 MIL PVC VAPOR Q BARRIER ON'5(v% MODIFIED PROCTOR BARRIER ON 56% MODIFIED PROCTOR U TYF. TY 10 GRADE S-1cupy - DATE OF ISSUE 12-22-14 - - - o DRAWN BY: 2 2 51M. 2 SIM. WALL SECTION - SHEET NO. Aq� 5CALE: 1/4"=I'-0" - v SMITH - A-4 - ' ® 14035 REVISIONS 2x8 RIDGE BOARD "NIGH WIND' ASPHALT SHINGLES ON 300 FELT ON 1/2" NOM.STRU TUBAL SHEATHING DECKING NAILED w/8d RING SPANK NAILS a 6" O.C.AT PANEL EDGES AND 2x(o COLLARS 24" O.C. INTERMEDIATE AND 4"O.0 AT COMPONENT AND CLADDING EDGE STRIP 3 �Q "HIGH WIND" ASPHALT SHINGLES ON 30"FELT ON viz" NOM.STRUCTURAL SHEATHING DECKING NAILED w/8d RING SPANK NAILS to 6" O.G.At PANEL EDGES AND 1-51NP50N INTERMEDIATE AND 4" O.0 AT COMPONENT AND 6DWG15600 SCREW CLADDING EDGE STRIP Y 3 Q EACH RAFTER 1-SIMPSON 5DWC0600 SCREW 1-4 0 EACH STUD 2x4 OUTRIGGERS Z4" O.C. litN 2x4 OUTRIGGERS 11 II it IIID T) � IIII Il ll II II I I I I I I I 1111 Q I I I I I I 11 I I 11 I METAL DRIP ON P.T.Ix2 ON P.T.2x6 FASCIA I II If II III � � lil II II II II I I I I f 11 i l lID SOLID CEMENT FIBER SOFFIT w/ Ix2 TRIM I 1 11 11 III m III ! I 11 11 1 1 I AND FIN 2x6 BAND, TTP.ALL AROUND 5EAILED ATTIC 11 I I III n n 1 {111 I I SEALED WTTICLu I II II ll III Zw "' III II II II 11 I I I i t I I III h'1 I I( 11 I I I I I I I 6 EXPOSURE CEMENT FIBER SIDING ON SEDROO �► NOUSEWRAP ON '/z"NOM, STRUCTURAL v I I 1) I ( 111 III 11 1 1 ( 1 11 I SHEATHING ON GABLE TRUSS I'-0" I I I 11 I I 111 3/4" T6G ADVANTEX PLYWOOD DECK III 11 I I 1 1 11 I Q I I 11 I I 111 GLUED AND NAILED TO JOISTS e 16" III 11 1 1 1 1 I I I O.G.,TYP. THIRD FLOOR { 10" i JOIST -e I6"O.G. A W T-311 II'-0" V.911 Q O w U W �U,, N t-� V1 KITCHEN DEN COORDINATE KITCHEN LAYOUT WITH FINAL KITCHEN DE516N T CONT.FLASHING 3'-0" "NIGH WIND" ASPHALT SHINGLES ON 30"FELT ON 1/2 3/4" TEG ADVANTEX:PLYWOOD DECK NOM. STRUCTURAL SHEATHING DECKING NAILED w/8d GLUED AND NAILED t0 T-0" RING $HANK NAIL5 Q 6" O.C.AT PANEL EDGES AND PREENGINEERED FLOOR TRUSSES is INTERMEDIATE AND 4" O.0 AT COMPONENT AND 16" O.C.,TYP. CLADDING EDGE STRIP 13 SECOND FLOOR 2x8 LIDGER j 2x6 G 24" O.C. \ I-SIMP5ON 5DWG15600 SCREW m EACH RAFTER 5% GWB a ALIGN WITH PORCH EAVE i - N Q� Q � U c N ao U a N U � � GARAGE �� z � W � C40 � g FI — — RST FLOOR GRAD lLE (ft;0PY 8 DATE OF ISSUE S-I Il 12-22-14 - - DRAWN BY: I WALL 5ECTf OI `l _ M SHEET NO. SMITH A-5 O 14038 I REVISIONS I it li li 1411 IIII EE II II II i I II II It IIII IIII II II II II I I fi II II IIII IIII II II II 11 i I II II II Ilil IIII i ( II II II I it II II IIII Illi II 11 II II I II fi II IIII IIII II II II II I II II II Ilil /i Till 11 11 II II I II Il II IIII // IIII CI I ! II II I II II II IIII / IIII II II II II i II II II Illl // IIII 11 II II II i I II II II IIII // IIII II II II II I II II II IIII / { III fl II II II i I II II II IIII // Ifl II fl II II II II II III / III II II II II II II II III // i ii 84 II II II III // III II II II II I 4 II ( I II Ill / III II {I II II I I I t I I III off// III I I I I I I I I I I I I III / W-s" III I I (I I I i t THIRD FLOOR Q con 6 ' i 14 �' U / / W U / 13 / ~ lb Ir F"1 RIDGE BOARD V 4 "HIGH lU1ND" ASPHALT SHINGLES ON 30'FELT ON '/z" 3 NOM. STRUCTURAL SHEATHING DECKING NAILED w/Sd '� IS' " / 8'-I RING 5HANK NAILS m 6" O.C.AT PANEL EDGES AND INTERMEDIATE AND 4" O.0 AT COMPONENT AND 113/41 10" �-4° CLADDING EDGE STRIP "3 •'� // 2x4 OUTRIGGER5 24" O.G. ( — 6SECOND FLOOR S I / 14 2x6 COLLARS,f 24" OC. ----- -"-----,� 13 F1I °> 5'-2" I 12'-9'/+" , / ' L z 7 C� o 6 U y, I -0II 6Yr I 4 I p� (�+ U <C I 3 2 �. z g Ow i t- — FIRST FLOOR W N w GRADE FILE COP4 DATE OF S-i ISSUE 12-22-14 DRAWN BY: HGP I AiR &ECTION 72UJALL 5ECTION SHEET NO. -� 5C LE: 1/4"=1'-0" A-(OSCALE: 1/4"=I'-O" SMITH A-6 © 14036 I „ REVISIONS "HIGI-I WIND" ASPHALT SHINGLES ON 300 FELT ON /z" "HIGH WIND" 45PNALT SHINGLES ON 300 FELT ON 11/2" NOM. STRUCTURAL 5HEATHNG DECKI G NAILED w/Sd NOM, STRUCTURAL SHEATHING DECKING NAILED w/Oct RING SHANK NAILS 9 6" O.G.AT PANEL EDGES AND RING SHANK NAILS g 6"O.C. At PANEL EDGES AND INTERMEDIATE AND 4" O.0 AT COMP HENT AND INTERMEDIATE AND 4" O.0 AT COMPONENT AND CLADDING EDGE STRIP "3 CLADDING EDGE STRIP 0 3 12 12 SEALED ATTIC 9 9 21-�II 2'-0" 2'-�II 21-mll SEALED ATTIC Z ^ fil Q EAVE ALIGNS w/BONUS ROOM TRUSSES V� z METAL DRIP ON P,T. 1x2 ON P.F. 2x6 FASCIA 0 SOLID CEMENT FIBER SOFFIT w/ Ix2 TRIM AND FIN 2x6 BAND,TYP.ALL AROUND N Q, ------------- .. V1 SHOWER MAStER BATH WATER CLOSET e 6" EXPOSURE CEMENT FIBER SIDING ON w HOU5EWRAP ON iii" NOM.STRUCTURAL 514EATPING ON 2x6 STUDS a 16" O.G.w/R-21 NA/ \ BATT INSULATION, viz"GWB INTERIOR (o" EXPOSURE CEMENT FIBER SIDING ON HOUSEIURAP ON viz"NOM.STRUCTURAL GLUED AND NAILED TO OD DECK CONT.FLASHING \ / SHEATHING ON 2x6 STUDS Io 16" O.G.w/R-21 ,, PREENGINEERED FLOOR TRUSSES g BATT INSULATION, 1/2"GWB INTERIOR 16"O.C., TYP. SECOND FLOOR 1 INSULATION N n R-21 BATT INSULATION R-2BATT CONT,2x BAND CEILING AS SELECTED 57 OWNER CEILING AS SELECTED BY OWNER O H �n a cmn a C/) U j N COVERED PATIO COVERED PATIO � � � " C7 N W8 V) O u � � C� � W _ FIRST FLOOR H W — J 4"THICK 3000 PSI FIBER REINFORCED T 4" THICK 3000 PSI FIBER REINFORCED Q CONCRETE SLAB ON 10 MIL PVC VAPOR CONCRETE SLAB ON 10 MIL PVC VAPOR BARRIER ON 96go MODIFIED PROCTOR BARRIER ON 96% MODIFIED PROCTOR _ COMPACTED FILL w/TERMITE TREATMENT, — COMPACTED FILL w/ TERMITE TREATMENT, TYP. TYP. GRADE copy FILE DATE OF ISSUE 12-22-14 DRAWN BY: z WUALL SECTION _ - �,� SHEET NO. _ A--I SCALE: 1/4"=1'-0" / SMITH 4- 5C-ALE- I/4"-I,-0 A-7 © 14035 REVISIONS "HIGH WIND" ASPHALT SHINGLES ON 30"FELT ON'ir" NOM.5TRUCTURAL SHEATHING DECKING NAILED w/ad RING SHANK NAILS to 6" O.G.AT PANEL EDGES AND INTERMEDIATE AND 4"O.0 AT COMPONENT AND CLADDING EDGE STRIP "3 IZ � 9 HALL W U 4 unU Q � W oW U W U N t� N g UJ.I.G. ELEV. KITCPEN SHEATH INTERIOR OF ` ELEVATOR SHAFT w/ '%" NOM. STRUCTURAL SHEATHING BLOCKED AS SHEAR WALL :. <r _ y N O I POWDER ELEV, FOYER HALL GARAGEw U w z N W4 LLw RECOPY 1 DATE OF ISSUE 12-22-14 DRAWN BY: SHEET NO. SMITH A-8 f' © 14038 w I 4" THICK 3000 PSI FIBER REINFORCED II-mll CONCRETE A, ON 8 MIL.PVC VAPOR BARRIER ON 96q. MODIFIED PROCTOR REQ t5IONS COMPACTED PILL w/TERMITE TREATMENT,TYP. 4" THICK 3000 PSI FIBER REINFORCED "5 DOWELS w/12 BEND INTO STEM WALL 4" THICK 3000 P51 FIBER REINFORCED CONCRETE SLAB ON 8 MIL. PVC VAPOR AND SLAB,COORDINATE w/DOWELS CONCRETE SLAB ON 8 MIL. PVC VAPOR BARRIER ON 96% MODIFIED PR TOR BARRIER ON 9691,MODIFIED PROCTOR 4" THICK 3000 PSI FIBER REINFORCED COMPACTED FILL w/TERMITE TR ATMENT,t COMPACTED FELL w/TERMITE TREATMENT, TYP. CONCRETE SLAB ON 8 MIL,PVC VAPOR BAR CONI. ' `_"_____`___ _ _' ° D BARRIER ON 96% MODIFIED PROCTOR 4" THICK 3000 P51 FIBER REINFORCED "5 BAR CONT. COMPACTED FILL w/TERMITE TREATMENT,TYP. CONCRETE SLAB ON 8 MIL. PVC VAPOR 8" CMU,GROUT ALL CELLS SOLID /\/\/\/\ j\ \ /\ 8 CMU,GROUT ALL DELLS SOLID BARRIER ON 96% MODIFIED PROCTOR \\ o GRADE �----- COMPACTED FILL w/TERMITE TREATMENT, TYP. "5 DOWELS w/ 12 BEND w FOOTING n / s'// `A _ r -. w/3-05 BARS CONT.w/MIN. 30" LAP i// // // / / w/3-"5 BARS CONT.w/MIN.30" LAP /\/\ oD.. \/\/ `/\\ \\ \ „ . 9 CORNERS 8 MAX,48 O.C. \\ \\ \\/\\ I i / 3000 P51 REINFORCED GONC / / 3000 P51 REINFORCED CONC.FOOTING ,0 CORNERS 4 MAX,48 O.C. /\/\ //\//\//\ / 1-S BARS CONT.w/MIN. 30" LAP \\/\\ 90 FOOTING w!3-"5 BARS CONT,w/ GRADE (VARIES) -------- 48"�II LAP 4 e3 TIES MAX GRADE (VARIES) D GRADE IID j/j \\//\\//\\/ 3-05 CONT_ \/\\/\\ 3p 3000 P51 REINFORCED CONC.FOOTING 6l \ ________________________� p b •/ :-::::::------:= ':::::::C:.. p 3000 P51 REINFORCED CONC.FOOTING w/3-05 BARS CONT,w/MIN.30" LAP -�_._,, • w/3-05 BARS CONT.w/MIN.3x011 LAP 5 f�I� N � THICQN I) 5LAB INTERIOR SCALE. 3/4"=11-0'1 S-) SCALE: 3/4"=1'-0" 3" 311 II-QII 11-QII 4" THICK 3000 PSI FIBER REINFORCED 3 THIGH `E1) 5LAE3 ED�E (GARAGE)- 2 � I '� � GARAGE I I� � � � I FOOTING � IN II ° CONCRETE SLAB ON 8 MIL PVC VAPOR �j-I SCALE: 3/411=11- " - S-1 SCALE: 3/4"=1'-0" !� n z I'-0" S-I SCALE: 3/4"=1'-011 u u � BARRIER ON 95�o MODIFIED PROCTOR II %4 THREADED Q- COMPACTED FILL w/ TERMITE TREATMENT, TYP. SIMPBON L5THD8 II w n u ROD,TYP. w/24-16d SINKERS, n � TYP.EA.GARAGE ii n II W DOOR JAMB I 8 T P. 51MPSON a II 3/8"0 x 6" 4" THICK 3000 P51 FIBER REINFORCED TITEN HD 1-05 BARS DONT, NOSING,TYP.ROD CONCRETE SLAB ON 8 MIL PVC VAPOR II 'I COUPLER BARRIER ON 95% MODIFIED PROCTOR U U EMBEDDE(Z,RgpE 3000 PSI REINFORCED CONC.FOOTING COMPACTED FILL w/TERMITE TREATMENT,TYP. 6'-3" 4'/2 , ------- w/2-"5 BARS CONT.w/MIN.30" LAP Q w/ I" CUT (ADJUST TREAD AND RISER FOR WASHER FINISH AS SELECTED BY Ot�JAl1ER) 8" xI" rITFFITITI1TrFFmTrTn FF 12?l a W 3 utIt -011 _ 1 - - ,! +'5 CORNER REINF,U4 ill 111111111111111 {r�� DOWELS IN FILLED CELL,SEELl \ D v v I D I0 ARJOOIN DI 9 Ef=5 ��i� i�\�i\\�i /iii %� \� J-) SCALE: 3/411=1'-0" J-I SCALE: 3/4"=P-0" 5 BAR CONT. \//\//\ ------- i 8" CMU SLAB EDGE BLOCK Q w� 1'-411 ONE STORY - 2-05 CONT, U 1'-8" TWO STORY - 3-"5 CONT. w U cn ICXENEL) INTERIOR THIC<EN ID INTERIOR SON �I ID 5 M CORNER EINFv S N ! `d- 5 A K I N D RO F 5LAB E A R I NG D O F 5 L A� J- SCALE: 3/4"=I'-0" (TYPICAL ALL INTERIOR AND EXTERIOR CMU CORNERS) ` 31� "xl4" �.V� � SOl�T�4 UJ,4�L. FSI � SYP2 X OUBLE TOP PLATE 2 2 '+`^ I �J-I 5CA-E: 3/4"=P-0" J-I SCALE: 3/4"=1'-01' a 3i/211x(/ I' LVL 6 NCR H�WI�LL 2 TANKLE55 A-4 GAS WATER 51MP50N SDWGi5600, ------------- -F ------ -------------- ----- -- I SCREW - 510" Q SHEAR WALL HOLD DOWN SYSTEM: -----°A�AfiE� ------ o - o ® o o • I I 2 5CREW5 - 9800 I-SfMPSON HDU4-SDS2.5 ON 5/a"¢ THREADED ROD 3 SCREWS - 1,4'10" " ' I ----- _ SET 1 INTO SLAB w/SIMPSON SEt EPDXY AND 1 --------- --------------- ---- ------------- 10-SDS 'f4"41/2" TO POST, TYP. EACH SIDE. I 1 BPF 2x STUD �' I INSTALL 5IMP50N CNW 5 'Q/2" TRANSITION SIMPSON PORTAL Kit STR P5 COUPLER NUT AND ''/24 THREADED ROD TO TOP 51MP50N 5DWC15450, - PLATE ABOVE AS DESCRIBED AT VERTICAL I SCREW - 310" I THREADED ROD HOLD DOWN NOTE. i < I 8 2 SCREWS - 5950 3 SCREWS - 895" I o= VERTICAL THREADED ROD HOLD DOWN SYSTEM. 314 THREADED ROD CONT,FROM FOOTING TO ABOVE TOP PLATE,ALL THREADED RODS SHALL BE BYP X BILL PLATE I ANCHORED WITH SIMPSON TITEN HD THD3634RG (ROE) i I I 2 A-5 COUPLER)SCREW.AT ALL ROD PENETRATIONS, 710 III�DROP PROVIDE A HOLE IN PLATE '44" LARGER THAN ROD. i I 311/2" DROP DOWN 1'1211 i \\I I RODS MAY BE SPLICED w/SIMPSON CNW I I CONNECTORS.RODS SHALL TERMINATE ABOVE TOPPLATE I I I SIMPSON 5W55I8x9 DOUBLEAPPROXt25 LB/FT OFATORC>NJESHER NALLOWD NUT TMIN.OF 3Q TO j I I p I 1 PORTAL FRAME I I I �, i I 5IMP50N ABU66 ON 112'10 THREADS ABOVE WASHER.ALL VERTICAL RODS I I rL [1 I I S-2 SCALE: I"=1'-@" I SHALL HAVE NUT AND WASHER AT SILL PLATE. THREADED ROD EMBEDDED 7 SPECIAL ATTENTION SHALL BE PAID TO PRESSURE 1 INTO NEW SLAB w/12-166 TO TREATMENT OF BILL PLATES AND ISOLATION OF j Q� I �, - - --------------- METALS AT BILL, I I I 3 JIM, j —I— ---- '----11---rr--------------------T —rr—rt---T1'----- ----------� rr-------------------- l--n--l-�---I I ----- --------1 I I 1'-6" J-i i I I ii ii ii ii ii II I I i A-6 I I I I I I I I I t l j l i JIM. 1 f-------------- ---------- _ II I ------- --------------� I I �--il I if 5-I i i i 9 SIM. 51MP50N ANCHOR • - I I I L----------- ------------------------� ! i l 3'�" DROP J-I KIT ! f--------- I �------------ -------------- ---------- I I r----- --------- �- ----- --------� �---------� I -� 4" THICK 000 PSI FIBER REINFORCED 1 DOWN 511 ROP Z J I ! I I P------- I -- 4 CONCRE E SLAB ON 10 MIL PVC VAPOR I I I 0 PEDESTAL t0 2" gll D OR I 312" DRP I I Row_ BARRIERON 963.MODIFIED PROCTOR i 5" DROP I ABOV 5LA5 COMPAC ED FILL w/TERMITE TREATMENT, I I j ( m W 5" DROP 6 I I r------ -----=------------------------TYP.-- -J I ' E/1 N -_-_- W M `,. i t I j j 1----------� I I l r---- ---------- /,, ---------------------- ---------------- ---------� ii i p II BLOCK BEYOND II IID a I I I ,I I 1 —� / //LL_ __----^---------- --------------- ------ I0 U 4" THICK 3000 P51 FIBER REINFORCED I " 2-1/8"m THREADED I I -------------- I I �, �. ----zr J U I I r-------------- J I I 1 1 — J-I N CONCRETE SLAB ON 8 MIL,PVC VAPOR D I l JIM, I I U Wq W BARRIER ON %%MODIFIED PROCTOR j j vo 1 ROD ANCHORS I I i i CO RQI ATE P T p /-i i I I Z �q g G� COMPACTED FILL w/TERM( TREATMENT, TYP. D '' ` I I I ► I RE UI MENTS 'n I I 5-I i I U RADE - 4 THICK 3000 PSI FIBER INFORCED ! I EL TO - " €- " 'I II I I W Ln I I 4 THICK 000 PSI FIBER REINFORCED I I ° v D v o� ;; � �v e I I CONCRETE SLAB ON 10 MIL PVC VAPOR I' I I 5 CTED I I A-6 v \\/\ D D oD D !e S-I i BARRIER ON 96�a MODIFIED PROCTOR I i i i I I CONCRE E SLAB ON 10 MIL PVC VAPOR i w U o s� P v v I!17. ;' ! I BARRIE ON 9630 MODIFIED PROCTOR 3 w \\ \\ D .. I COMPACTED FILL w/TERM( E TREATMENT, I ! I I I I TYP. I COMPAC D FILL w/ TERMITE TREATMENT, D I I I I I I II PCE II D i i ° I I 2 I ! ! —t-- -- --_--i I I TYP. j j u v f u I I - - - o D = I I I I 1 10" DROP 31211 DROP I" DROP /\/\ • D \/ , �--- -------- -- - - D-------------------8- ------ - -� --- - - _--_---.--- I---- !,-- -- ! � tum, - _ _ _____�_ _ D_ _ _____D v- D i oil FILE ^01 DATEOF r t co,�711 5I II{ fIISSUE -I IL - 12-22-14 SIMPSON DOUBLE NUT ---------------------- -----11- -------LL---------- D AND WASHER I ® ® o 0 0 0 0 0 ♦ o © o ® • J-I y� DRAWN'B . SCALE: 3/4":1'-0" ASBEMBLY L------------- ------------------- ---------- -------------- H.B. I �Y`,��,. HGP -- -------------------- GAS WATER -----_-- t1 HEATER SHEET NO, A-� FOUNDATION -� SMITH 11 FLAN _ z: S- 1 SCALE. U4 -I 0 _ g^'� 1403$ a , I A-4 � REVISIONS FASTENING SCHEDULE REPRODUCED FROM FBG TABLE 2304.9.1,SEE TABLE FOR ADDITIONAL REQUIREMENTS AND EQUIVALENTS) --- - - - ----------- -- I LOCATION FASTENING LOCATION i 3-2x-/I/1 I J015T TO SILL OR GIRDER 3-$d { ( TOENAIL BRIDGING TO JOIST Z 8d I ! I TOENAIL EACH END { SOLE PLATE t0 JOIST OR BLOCKING 16d to i6" D.C. TYPICAL FACE NAIL TOP PLATE i TO STUD j { I- SIMPSON H2.5A w/5-8d x I'/a° STUD t0 SOLE PLATE 2-16d COMMON END NAIL TOENAIL TO OUTRIGGER 4 5-8d TO I I I I 4-Sd COMMON GABLE TRUSS,TYP. I I I 2-16d COMMON ( I I I I 16da24" O.C. DOUBLE STUDS A E NAIL I I 1 I I DOUBLE TOP PLATE i6daf6" O.C. i TYPICAL FACE NAIL DOUBLE TOP PLATE 8-166 COMMON LAP SPLICE I WI S fE5 I tS 161'; .C. I BLOCKING BETWEEN JOISTS OR RAFTERS TO TOP PLATE 3-Sd COMMON TOENAIL 1 I I 1 j RIM JOIST TO TOP PLATE Sd o 6" D.C. TOENAIL I I I TOP PLATE,LAPS AND INTERSECTIONS 2 16d COMMON FACE NAIL w to II II I CONTINUOUS HEADER,TWO PIECES 16rCOMMON 16 O.C.ALONG EDGE 4=Sd COMMON CONTINUOUS HEADER TO STUD TOENAIL I N I CEILING JOISTS OVER PARTITIONS I 3-16d COMMON MIN.,TABLE 2308.10.4.1 FACE NAIL "Ix CEILING J015TS TO PARALLEL RAFTERS 3-16d COMMON MIN., TABLE 2308.f0.4J FACE NAIL A-1 ( ti RAFTERS TO PLATE3 Sd COMMON TOENAIL I BUILT-UP CORNER 5TUD5 16d COMMON 24" O.C. I D I A-� BUILT-UP GIRDERS AND BEAMS 2@d COMMON a 32" O.C. FACE NAIL TOP AND BOTTOM STAGGERED ON OPPOSITE SIDES i + � I COLLAR TIE TO RAFTER 3-IDd COMMON FACE NAfL N JACK RAFTER TO HIP 3-10d COMMON TOENAIL 3 2x-/111 I 2-2x8/I/I '� � ID t� I - - - ROOF RAFTER TO 2x RIDGE BEAM 2.16d COMMON TOENAIL x O 1 ARIN - -- - - - I i 3` 6 � JOIST t0 JOIlT BAND 3,16d COMMON FACE NAIL U I LEDGER STRIP 3,. 16d COMMON FACE NAIL N �✓ "` I I I I WOOD STRUCTURAL PANELS N z SUBFLOOR,ROOF AND WALL SHEATHING TO FRAMING � 2- x /Ill N 2-Z /f/I ( I v r w -2x8/1/1 -2x8/ f (NAILS SPAGEp 6" O.G.AT EDGES 1�a" OR LESS 6d 6" O.C. EDGES AND INTERMEDIATE W ©� - - - - -- - - -- - 12 O.C. a INTERMEDIATE SUPPORTS „ „ �Fn15/32 TO 19/32 Sd RING SHANK 1R803.2.3.0 4 O.C.AT COMPONENT AND CLADDING EDGE STRIP p< { i I ; \ a I EXCEPT 6" a SUPPORTS WHERE 03,SEE FIGURE 1609.2(c) { , l I i c E { SPANS ARE 48" OR MORE) 19/32" TO 3/4" Sd I I n { SINGLE FLOOR 3/4" (od N / WI S IES l5 S ® 161` C. 1 �j NOTE: ROOF SHEATHING NAILING TO BE WITH Sd RING P K ATR OF I I ' 1 SHANK NAILS W O 0 At 2_2x8/1/1 A-4 Q U { I I I- 5IMP60N H2.5A w/5-Sd x lei?" / �� O pq I I I 1 { TO OUTRIGGER 4 5-8d TO `` V w A-1 I I i GABLE TRUSS, TYP. i SHEARWALL w 3-2x10-/2/2 W U H � � o N I i 1-5IMPSON SDWCI5600 N I N 3 2x-/I/I 3-2 /1/I 3-2 /I/I I I 2x- l I I `r I I 1 SCREW a EACH RAFTER if ir _LLJ -.1 „ r I- 5IMP60N H2.5A w/5-Sd x it/. a 1-51MP50N H6 w/16-ad, = 1-SIMPSON VG ON �e r 2 SIMPSON H6 w/16 Sd, TO RAFTER 4 5-8d TO TOP A-5 TYP.EA. END EA.TRUSS + THREADED R D 4 16 t TYP.EA.END EA. TRU! (—— � SDS �i4"x3" + PLATE, TYP. - CL � - G ED D N LE O D D K SIMPSON ACE(MIN) t E34� FRAMING \�� P EN I EE F R SS 12w/5-16d,TYP. EA. TRUSSES �+ 24" O.G" MODIFIED PARALLEL CHORD TRUSSES e 24" O.C. 1'-4+4" r WI 40 SERIES JOIST e 16" O.C. ' BONUS ROOM TRUSSES a 1611 O.C. Z I \ 16' C.,T P. ENE) t SCALE: I/4"=l' 0" _ f- SIMP50N H2.5A r A-7 A-� _ g 1 w/5-Sd x f�a" TO r I- SIMPSON H2,5A w15-5d x I1i2" OUTRIGGER 4 5-ad THIRD FLOOR if 0 0 F FRAM INr r t0 FLOOR TRUSS 4 5-6d t0 BE fNG 2xl / /2 TO RAFTER,TYP. t TOP PLATE,TYP. SCALE: I/4`=1'-0" r � � 1 r r + � - TAI O ENING., N t t + + 14" LVE- 14" LVL N 2x8 IDLE + r , STUD TO DOUBLE TOP PLATE AND HEADER,MIDI. r + RI - - - - 1-SIMPSON SDWG15600,SEE 115-2 AND PLAN FOR i i _ r r SIMP50N A34 ANGLE ADDITIONAL REQUIREMENTS t t �- DOUBLE TOP PLATE X N w/6-10d x01/2" NAILS, TYP. EA.RAFTER. t -2x8 { r 2- x10/ 2 2-2 ID/2 f STUD TO DOUBLE TOP PLATE,MIN. 1-51MF50N it i i RIN /S AR HEADER, SEE PLAN 5DWC15600 FROM STUD TO TOP PLATE, TYPICAL, — J SEE 1/5-2 AND PLAN FOR ADDITIONAL \ R - - — REQUIREMENTS r t I 0 -' S FT + t 3/4" G A AN X P DE 2x8/I I O EAR W L 314" 4G VA -X P WO D K �.( JACK STUD,SEE PLAN f- SIMPSON M5TA21 w/14-I0d,TYP. i tea" NOM.PLYWOOD D I KING NAILED � tr � �. GL A NA D T GL D A N I ED � � t ' H W/Sd RING SHANK NA 5 6"O.C.AT PANEL E ESS x PR�NG{ ERE FLO t SES f 16 C., T NG1 E FL R t SSE a A-6 ( ' N a KING STUD,SEE PLAN i RMFO F D ct°nC 16 P v N t AT COMPONENT AND LADDING EDGESTRIP + m TYP.STUDw Lu t vex OPENING � r SIMPSON A3 ANGLE r , a ,,,I wt 8-Od xNi"NAILS, i U N wSV) + ip - TYP.EA, ":TER. Z W w �z I ' O w r 3/ b 5IMP50N TITEN HD SCREW w/MIN. I 3-2;,J] -/2/ 2x10 2/2 W E 3 x00- /2 �/ U 234" EMBED,ON SIMPSON BP�a I w Q BEARING PLATE,TYP. 32" O.C, r 14" LVL 14.'1 LVA, �ry F3-2x-/IIrjI 0 `r u STUDS t0 SINGLE SILL PLATE MIN. I-5IMP50N - Lt SHEARWALL U 5DWCI5450 41i2" SCREW FROM STUD TO SILL, 2x OUTRI RS a 2 D.C. 14"FLOOR;TRU55ES ALIGN TOPS TYPICAL,SEE 1/5-2 AND PLAN FOR ADDITIONAL 16"FLOOR TRUSSES 2x SILL ATE REQUIREMENTS. FILE Cop i 6IMP60N H2.5A w/5-8d x I1i2" SLAB � TO OUTRIGGER 4 5-Sd TO A-� DATE OF GABLE TRUSS, TYP, ISSUE NUMBER OF MEMBERS t-22-15 SIZE OF MEMBERS = r`� IDORMEIR ROOF FRAMING PLAN NUMBER OF JACK STUDS a EA.END DRAWN BY: 777 NUMBER OF KING STUDS a EA.ENP P. OPENING STRAPPING _7SCALE: 1/4"=!'-0" J-2 S-ALE: 1/2":l'-0° 2-2x8//I /� ( - 5EGONE) FLOOR FRAMING PLAN �= - SHEET NO. HEADER LEND1/4"=V-011 .- SMITH t/v SCALE: ALL EXTERIOR WALLS TO BE SHEATHED SCALE: I/4"4-0" BLOCKED AND NAILED AS SHEAR WALL -rS-2 EVEN IF NOT IDENTIFIED AS SHEAR WALL 40 14038 r , REVISIONS 100'a0l1 I . I I I l I TANKLE65 GAS WATER— — — NEATER WP 10'-0" 51pE YARD SETBACK LINE [44 ACCES ORY STRUCTURE (EXIST.) MOTION = DETECTOR GARAGE w DRIVEW "r 73 _ U o z 200A - 3 a m PANEL 44 Q' 4 3 CWP I I H ITO ALL EXTERIOR FLOOD LIGHTS I 4 A T/1 L/j U -------------------- -------------------- WALK ❑ ❑ 3 i o � lUP V W U FOYER / HALL IIGARAGE i Ell D I ��OTION I Ei DETE TOR DR EWA I a ND, [_wu COVERED PATIO WP A/C ----- -- ---------------- - E=IU P — T � 5'-0" 51DE YARD SETBACK LINE GAS WATER L - - - - - - - - I - - - J NEATER AIC PAD j 5T F❑COR ELECTRICAL PLAN SCALE: 1/4 I'-O" EI ECTRIC L LEGEND JUNCTION BOX z SWITCH,SINGLE POLE © DOOR CHIME BUTTON P4 m W cn SWITCH,THREE-WAY © DOOR CHIME x e SWITCH,FOUR-WAY SMOKE /CARBON MONOXIDE DETECTOR i aU U `f H < R CEILING FAN w/LIGHT KIT W L' SWITCH,R>IEOSTAT PATV COMBINATION PHONE TV OUTLET Z Fq g t IIOV DUPLEX OUTLET0 PHONE 44 4 TV W a U IIOV DUPLEX CUTLET w/MOUNTING W-IGHT � TV,CABLE WP ^ 110Y DUPLEX OUTLET,WATERPROOF LIGHT FIXTURE,CEILING MOUNTED,CAN TYPE CEILING FAN w/o LIGHT U IIOV DUPLEX OUTLET,FLOOR MOUNTED LIGHT FIXTURE,CEILING MOUNTED,CAN TYPE EYE BALL C IC 110Y DUPLEX OUTLET,CEILING MOUNTED LIGHT FIXTURE,CEILING MOUNTED FILECO_ py IIOV DUPLEX OUTLET,HALF SWITCHED LIGHT FIXTURE,WALL MOUNTED ELECTRICAL CONTRACTOR SHALL PROVIDE DATES OF UE COMPLETE SMOKE /CARBON MONOXIDE DETECTOR SYSTEM � 0V DUPLEX CUTLET ON DEDICATED CIRCUIT LIGHT FIXTURE,UNDER CABINET MOUNTED A5 REQUIRED BY CODE 12-22-14 DRAWN BY: 220Y OUTLET LIGHT FIXTURE, SOFFIT MOUNTED ALL ELECTRICAL WIRING SHALL BE IN = _ P ACCORDANCE WITH 2008 NATIONAL CCS 110Y DUPLEX CUTLET,ASG FAULT LIGHT FIXTURE,2-48" BULB FLUORESCENT ELECTRIC CODE.PROVIDE ARC-FAULT CIRCUIT INTERRUPTERS IN ALL BEDROOMS IIOV DUPLEX OUTLET,ARC'FAULT,HALF SWITCHED,'; LIGHT FIXTURE, 4-48" BULB FLUORESCENT PER ARTICLE 210-12. _ SHEET NO. SMITH 110Y DUPLEX OUTLET,Call -E==PANELBOARD, 12" TO TOP ELECTRIC CONTRACTOR SHALL INSTALL ALL BOXES AND HAVE OWNERS APPROVAL OF LOCATIONS AND QUAINTLY D15CONNECT,12" TO TOP PRIOR TO BEGINNING WIRING. - 14035 REViSIONS r- ----------------- ------------------- ----------------- I I I � I I I I I III , I ,II I �I� QI I li'i 1 IIII I ul I i III I ATTIC I ATTIC I IIII III I I IIII I , iii I I III III , I iii I 1 iii I I ul I I III I T I I I fillI I iii i Il ° 1 BEDROOM/' ---- I I I I I I I I I I ( I I i I I I I ' STO srai( ° I 0 I I- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -i- - - I I I I I FALL I � I I 4 I I I � E I O I ' I I I I nl , i u nl V 1 U I I iiiiv w I I iii I Z W -p III F- ATTIC iii a s 1 I iii ATTIC W (, fil- 44 fl l �j N IIII i N !I. 1 BEDROOM [--� III i -------- DEN t� I I COORDINATE - - - - - - - - - - -- - - - - - - - - - -I- - , KITCNENLAYCUT WITH FINAL KITCHEN DESIGN ------ ----------J ------ - ------------------------- KITCHEN49 — �"3$e2 I I I I I II THIRD FLOOF, ELECTRICAL FLAN �. SCALE: 1/4';1'-0" PANTRY CABINET I UNI1 ' - - - - - - - - - - - - - - - - - - - - - - - - - - - - I � I I I I I I1 I I I I 4 U> ( I 3 I i Qv I O I I I I i I ' 4 I I � I I I i � I -OWp f'' li R - - - AK AT CEILING - - - — - - - - - - Z I gil ; M, BATI-1 I � i LINEN M � ER BEDS OM ----------------------- LfYfNI ROOM w w W � ILA INDIRECT GAS p U FIREPLACE � I - ------------------------ - - - - - - - - - - - - - - - - - - FILE COPY DATE OF ISSUE 12-22-14 DRAWN BY: ------ , HGP 5ECCND FLOOR ELECTRICAL FLAN SHEET NO. SMITH SCALE: I/4"=I'-0" "~ =: E-2 1 , 14035 AREVISIONS i 12-22-14 TIJE SMIT11 RESIDENCE i 5YM 0L5 262 SECOND� STREET NORTH INDICATES DIRECTION OF NORTH ATLANTIC BEACII F L 0� R I D A DRAWING NUMBER X SECTION A- SHEET NUMBER WHERE 100.00' (R) SECTION 15 DRAWN 99.92" (M) c° 0 SA o cn X DRAWING NUMBER "�Noo o'er f a o J DETAIL N z q_ SHEET NUMBER WHERE s'o� w v 11.1' vi o> 00 0�� DETAIL IS DRAWN _"- 1 pU) Cn ,4�` �m co z o D Z O o m m V A m� ELEVATION LETTER I � 1 STORY ELEVATIONS D05�� 51LT FENCE w/FILTER CLOTH FRAME I� N A/C o w `O SHEET NUMBER WHERE (MIRAFI,POLYFILT ,R OR APPROVED BUILDING 2 4' � PAD .: 11 5' C ELEVATION 15 DRAWN EQUAL)ON WOOD TAKES a MAX.6'-0" O.C. rn WOOD DECK 8 8' 71v FLOW GRADE 0 Qr- w DOOR I rr rr BACKFILL FENCE AFTER PLACING FENCE I z W D D z D M I� F z 0O � WINDOW Q `�%` _ O 0 z cn R'T �--� - ^ c0 �o v� Z.g (r Z co c° co co II oo cn c) oo - r � W w � o m o 0, w v cD r w A z v n N m P ^� `: " � �z J cn• O N � � �� - U 0 CD 5 TAKE[D TUIR51[DiT�- BARRIER, mo -u 00 ,455REVIATION5 n 0.5' SCALE: 3/4":1'-0" 0 w A.C.T. ACOUSTICAL CEILING TILE E.W.N. ELECTRIC WATER NEATER MIN. MINIMUM 0 px L/1 ADJ. ADJACENT EL, ELEVATION N.I.C. NOT IN CONTRACT I.PLACE FENCE AT ENTIRE PERIMETER OF 51TE A5 5H zz uA/C AIR CONDITIONING UNIT EXH, EXHAUST N.T.5, NOT TO SCALE p v O� m ALT. ALTERNATE EXT. EXTERIOR O.C. ON CENTER 2.FENCE MAY BE REMOVED AT WORK AREAS DURING RK WOOD DECK0---1O W ALUM. ALUMINUM F.G. FIBERGLASS OPNG. OPENING ri -p m AWN, AWNING WINDOW FIN, FINISH PT PAINT PERIOD,BUT SHALL BE REPLACED AT THE END OF WORK COV'D c o D co z BLK. BLOCK FIN.CLG. FINISHED CEILING P.V.C. POLYVINYLCHLORIDE PERIOD. I WOOD DECK v' v m m m U BOT. BOTTOM FIN,FLR. FINISHED FLOOR P.T. PRE55URE TREATED v m r- W BLDG. BUILDING F.D. FLOOR DRAIN Q.T. QUARRY TILE e(l 22.5'B.U. BUILT-UP GALV. GALVANIZED REINF. REINFORCED z I� U 10.0' 11.7' O,CAB. CABINET GL.BK. GLA55 BLOCK WINDOW READ. REQUIRED CPT. CARPET GWB GYPSUM WALL BOARD R, RI5ER C.I. GA5T IRON HDW. HARDWARE R.D. ROOF DRAIN CL. GENTERLINE HGT. HEIGHT S.H. SINGLE HUNG WINDOW C.T. CERAMIC TILE HORZ, HORIZONTAL SHT. SHEET C.W. COLD WATER H.B. P05E BIBB SIM. 51MILAR 99.97' (M) o o CONC. CONCRETE H W HOT WATER 5L. SLOPE, e ) G.M.U. CONCRETE MASONRY UNIT 1.DINSIDE DIAMETER SPEC. LL, y FICAT100. 00 (R) CONT. CONTINUOUS INSUL. INSULATION 5%. "STEEL - EX15TING3 SITE F LAN .. C.J. CONTROL JOINT JAN. JANITOR THK. THICK _ C.F.M. CUBIC FEET PER MINUTE JT, JOINT T6G TONGUE AND GROOVEe e` SC =1' 0" EXIST. IMPERVIOUS SURFACE CALCULATIONS: DH, DOUBLE HUNG WINDOW LAM. LAMINATE (D) TYP. TYPICAL ALE. IFS" D1510. DISPENSER LAV, LAVATORY VERT. VERTICAL - ` AREA. DN. DOWN M.O. MASONRY OPENING v,C.T. VINYL COMPOSITION TILE I LOT 4,994 5F. DWG. DRAWING MAIL, MATERIAL W.I.C. WALK-IN CLOSET HOUSE 813 SF. EA. EACH MAX. MAXIMUM WRGWB WATER RE515TANT GYPSUM WALLBOARD ELEC. ELECTRIC MECH. MECHANICAL W.W.M. WELDED WIRE MESH _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ DRIVES AND WALK, tD50io 131 5F. E.W.G. ELECTRIC WATER COOLER MTL. METAL W.G. WATER CLOSET I �- T M.P. METAL PANEL UR URINAL EXISTING ACCESSORY BUILDING 449 S.F. CONC. EQUIPMENT PAD 9 5F. - I I TOTAL IMPERVIOUS SURFACE AREA 1,408 S.F. i, IMPERVIOUS 28,2% I I I - I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � - -Ih' �" SIDE YARD SETBACK LINE NEW IMPERVIOUS SURFACE CALCULATIONS: I (ACCESSORY STRUCTURE(EXIST.) AREA: FFIll1546'1 �J ( LOT 4,994 SF. ( I M WIND HOUSE 1,509 5F. DESIGN PER FBG RESIDENTIAL 2010, CABLE R301.212) I GONG. I ED E 5T IP EDGE STRIP BA51C WIND SPEED: 130 MPH I STEP DRIVES AND WALK, �50io 212 SF. 13'-1N6' l - I DRIYELUAY EXISTING ACCE55CRY BUILDING 449 5.F. - WIND DESIGN METHOD: ASCE 1-10 -------I EQUIPMENT PAD 9 5.F. � O O O O IMPORTANCE FACTOR: I Ai GARAGEi TOTAL IMPERVIOUS SURFACE AREA 2,119 5F. w EXPOSURE CATEGORY: C (ADJUSTMENT COFF. = 1.4 ) w I I EXPOSURE CLASSIFICATION: ENCLOSED I 48. STEP I I i ( qo IMPERVIOUS 4go I ( MEAN ROOF HEIGHT 30 Ft. I I ! Iz CHANGE IN IMPERVIOUS SURFACE 111 5.F, I � 11 ROOF ANGLE: (30-45 DEGREES) 26.6 DEGREES(6:12) I ------------------ ------------------- ��--- Z WALK (SAY 10.0') I I I � � ROOF ANGLE: (30-45 DEGREES) 56b DEGREES(18:12) I I I I FOYER/WALLm t o OI Q Q IQ EDGE STRIP 3.0 FT. I FF=01,50') U Z COMPONENT AND CLADDING WIND LOADS (18/12 SLOPE) O � to U ZONE EFFECTIVE WIND AREA (SF) ADJUSTED WIND LOAD(PSF) I I I >-----a �, U W 1 10 23.8 -38.9 MV' I� IU I l/1 N vp"i I 20 22.4 31.8 I COVERED PATIO p W w I 50 19.5 -36.4 I �� II? e DRIVEWAY ( U I 100 11,4 -35.3 I I I I`r p., t tL C7 N W g L O - - - - 2 10 24.5 -61.8 I t z w Q 2 Q `'J 2 20 22.4 -62.4 I I R ____F _ _ _ _ _ _ _ _ _ I 0 W --------_---- ------------- - - - - - - - - - - - - - - - -- - - Q t 5'r" SIDE TAR& SETBACK LINE w 2 50 19.5 -62.4 I -------- --- I W H 2 100 11,4 -498 arorao k �A��'�j�' W 3 10 24.5 -100.2 - - - - I - - - - - - - - - - - - I - - j�„ r 3 20 22.4 -93.8 3 50 19.5 -85.1 /SII I EUJ SITE FILAN INDEX I 1 3 100 11.4 -18.1 I D E X OF D RAUJ I�I YG5: SCALE: 1/8"=1'-O" 4 10 42.6 -46.2 DATE OF I 4 20 40.6 -44.2 T-1 TITLE SKEET, 51TE PLAN, DATA ISSUE ( I Q 4 50 38.1 -41.1 A-I FIRST FLOOR PLAN 12-22-14 5 I I �R1P A-2 SECOND AND THIRD FLOOR PLANS >* " f f �� = DRAWN BY: I I ® �� 4 100 36.3 -39.8 A-3 ELEVATIONS, ROOF PLAN � � _ r Q5 el 5 10 42.6 -51.0 A-4 ELEVATIONS ; 5 20 40,6 53.2 A-5 WALL SECTIONS A A-6 WALL SECTIONS __- Q/p DG 5 50 38.1 -48.0 A-1 WALL SECTIONSFFL IC,4/� 5L CODE: SHEET NO,= 5 100 36.3 -44.2 A-S WALL SECTIONS � _ DESIGN OF FASTENINGS OF WINDOWS AND DOORS IN THE WALL FRAMING E-1 ELECTRICAL, PLANS - SMITH 15 THE RE5PON51BILITY OF THE WINDOW /DOOR MANUFACTURER AND SHALL E-2 ELECTRICAL PLAN, LEGEND FLORIDA RESIDENTIAL CODE 2010 MEET THE COMPONENT AND CLADDING DESIGN WIND PRESSURES NATIONAL ELECTRIC CODE 2005 _ ���'` T- 1 ' � 14038 c I REVISIONS 5YMO 5262 NORTH INDICATE5 DIRECTION OF NORTH DRAWING NUMBERSECTION SHEET NUMBER WHERE 100.00' (R) 5ECTION 15 DRAWN 99.92' (M) X DRAWING NUMBER DETAIL A_ 5HEET NUMBER WHERE o� m DETAIL IS DRAWN o o-Da o p��� v <o i OHO Ui ��` �m I ( o Z a A I <� ELEVATION LETTER �4 1 STORY rn s _ ELEVATION5 D A-5 B� SILT FENCE w/FILTER LOTH FRAME II A/C o c SHEET NUMBER WHERE (MIRAFI,POLYFILTER R APPROVED BUILDING C ELEVATION 15 DRAWN EQUAL)ON WOOD STAKES a MAX. V-0° O.C. rn WOOD DECK 2.4' PAD 11.5' % 8.8' FLOUJ GRADE DOOR �I - v E ���� BACKFILL FENCE AFTERPLACING FENCE I a H D� �yw WINDOW ® ; may' w o n Q t � `° o ` o m � II C, O zo _ v r Pu N 0.5' co w oo a w -r N o a -� �! 0 o q I �A< TUpp 1 ��� >� I ®® AE55SEVI ATIONS I�� I=1� L_ 0.5' v vl A-I SCALE. 3/4 -I 0 A•C,T, ACOUSTICAL CEILING TILE E.W.H. ELECTRIC WATER HEATER MIN. MINIMUM ADJ. ADJACENT EL. ELEVATION N.I.C. NOT IN CONTRACT 1,PLACE FENCE AT ENTIRE PERIMETER OF SITE AS SHOWN!. �oz A/C AIR CONDITIONING UNIT EXH, EXHAUST N.T.5, NOT TO SCALE ( v Q ALT. ALTERNATE EXT. EXTERIOR O.C. ON CENTER 2.FENCE MAY BE REMOVED AT WORK AREAS DURING Ul0 ALUM. ALUMINUM F.G. FIBERGLA55 OPNG. OPENING I WOOD DECK J o N O W PERIOD,BUT SHALL BE REPLACED AT THE END OF WORK o r�i co n AUDI. AWNING WINDOW FIN. FINISH PT PAINT PERIOD. I E o -o m BLK. BLOCK FIN.CLG, FINISHED CEILING P.V.C. POLYVINYL CHLORIDE ECK cn Lo <m � V BOT. BOTTOM FIN.FLR. FINISHED FLOOR P.T. PRE56URE TREATED M W BLDG. BUILDING F.D. FLOOR DRAIN Q.T. QUARRY TI1_E 0� 22.5' z B.U. BUILT-UP GAILY, GALVANIZED REINK REINFORCED m CAB. CABINET GL,E3K, GLASS BLOCK WINDOW READ. REQUIRED 11.7' CPT. CARPET GwB GYPSUM WALL BOARD R. RISER C.I. CAST IRON HDW. HARDWARE RD. ROOF DRAIN CL. CENTERLINE HGT. HEIGHT S.H. SINGLE HUNG WINDOW e G.T. CERAMIC TILE; HORZ, HORIZONTAL SHT. SHEET - - - - - - - - - - - V S G.w, COLD WATER H.B. HOSE BIBS SIM. 51MILAR mss. ;< 99.97 (M) Cn CONC, CONCRETE H.W. HOT WATER 5L, SLOPE ` __. , o C.M.U. CONCRETE MASONRY UNIT ID. INSIDE DIAMETER SPEC. SPECIFICATIONS =- 100. 00 (R) CONT. CONTINUOUS IN5UL, INSULATION 5%. STEEL (� I E _�L C.J. CONTROL JOINT JAN. JANITOR THK. THICK - I Lel CFM. CUBIC FEET PER MINUTE JT. JOINT TEG TONGUE AND GROOVE _ a4- I EX15T. IMPERVIOUS SURFACE CALCULATION5: Q� DH. DOUBLE HUNG WINDOW LAM. LAMINATE (D) TYP. TYPICAL SCALE:IIS -I 0 D15P. D15PENSER LAV. LAVATORY VERT. VERTICAL AREA: DN. DOWN M.O. MASONRY OPENING V.C.T. VINYL COMPOSITION TILE ' DUJG. DRAWING MAIL, MATERIAL W.LC• WALK-IN CLOSET LOT 4,994 5F. EA. EACH MAX. MAXIMUM WRGWB WATER RE5I5LANT GYPSUM WALLBOARD �� HOUSE 813 5F. ELEC. ELECTRIC MECH. MECHANICAL W.W.M. WELDED WIRE MESH E.W.C. ELECTRIC WATER COOLER MTL. METAL W.G. WATER CLOSET - - -`- - - _ _ _ DRIVES AND WALK, x+510% 131 5F. M.P. METAL PANEL UR URINAL 1 >� EXISTING ACCESSORY BUILDING 449 5.F, CO C. `_wEQUIPMENT PAD 9 5F. I I TOTAL IMPERVIOUS SURFACE AREA 1,408 S.F, IMPERVIOUS 25.2�a - - - - - - - - - - - - - - - - - - �_ _ 10_-0_SIDE YARD SETBACK LINE f - - I - NEW IMPERVIOUS SURFACE CALCULATIONS: WIND LOAD 5 iAl:��STRIXTURE(EXIST) ' 4115F. AREA: LOT 4,994 SF, WIND DESIGN PER FBG RESIDENTIAL 2010, TABLE R301.2(2) I I CONG. i/ I I HOUSE 1,509 5F, ED E St IP ED'E St IP BASIC WIND SPEED: 130 MPH i STEP I DRIVES AND WALK, s5o% 212 SF. WIND DESIGN METHOD: A5CE 1-10 �R1V�WA1' EXISTING ACCE55ORY BUILDING 449 5F, O O O O IMPORTANCE FACTOR: I GARAGE ------- A1. EQUIPMENT PAD 9 5F. ' TOTAL IMPERVIOUS SURFACE AREA 2,119 5F. o � � EXP05URE CATEGORY: C(ADJUSTMENT COFF. = 1.40) CCNG I __ i � io IMPERVIOUS 48.40 EXPOSURE CLASSIFICATION: ENCLOSED I STEP I MEAN ROOF HEIGHT 30 FT, CHANGE IN IMPERVIOUS SURFACE 111 5F, I ROOF ANGLE: (30-45 DEGREES) 26.6 DEGREES(6:12) - - - ------ -~ -------------------- _ - ---------- IUALK (SAY 10.0') ROOF ANGLE: (30-45 DEGREES) 56.6 DEGREES (18:12) i --- - ❑ FOYER/HALL I I 12 EDGE STRIP 3.0 FT. FF=(11.500) I. �; (:2)1 O O O COMPONENT AND CLADDING WIND LOADS (18/12 SLOPE) I i . p ZONE EFFECTIVE WIND AREA(5F) ADJUSTED WIND LOAD(PSI ) I - I 10 238 -38.9 ( I I - m W �con / a 1 20 22.4 -31.8 I' GyERED PATIO Ell, I i 1 50 19.5 -36.4 IPAQ I DRIVEWAY w U N x IL I I 1 100 11.4 -35.3 I I ❑ ILI a+ U Q L - - - - - - -� 2 10 24.5 -678FILE C ( ca Sw Q z x w 3 2 2 3 2 20 22.4 -62.4 I I - _-a _-