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262 2nd ST - NEW RESIDENT DRAWINGS REVISIONS THE SMIT11 RESIDENCE 5262 SECOND STREET - NORTH INDICATES DIRECTION OF NORTH ATT --. ANTIC BEACH FLORIDA DRAWING NUMBER SECTION A SHEEP NUMBER WHERE 100.00, (R) ^ ^ SECTION 15 DRAWN 99.92' (M) -- - - - - �:o a Ln U X DRAWING NUMBER =bNOO '� a Z ., DETAIL SWEET NUMBER WHERE A- soy w Qom `° 4 `9 v D DETAIL 16 DRAWN 11.1' ONO 6" 44' m m I Z p A Z O A <fr7 m ELEVATION LETTER { 1 STORY `� oo ELEVATIONS D A-5 B� SILT FENCE w/ ILTER CLOTH aW, FRAME it A/C o u' SHEET NUMBER WHERE (MIRAFI,POLYFILTER OR APPROVED BUILDING 2.4' PAD 11.5° ELEVATION 1S DRAWN 1 C EQUAL)ON WOOD STAKES a MAX.6'-0 O.G. a, WOOD DECK S, FL j GRADE �O DOOR BACKFILL FEN E AFTER PLACING FENCE m Z W C>1 > D /\ v CjO� z vy; WINDOW \\ ` \i r �1 w o_� _ �' � io V� z Q cep Z'8 N 0 i� j co o ° ° � � II 00�� co co o Q ,455FREVIATION5 0.5' ' A-I SCALE: 3/4"=1'-0" A.C.T, ACOUSTICAL CEILING TILE E.W.N. ELECTRIC WATER HEATER MIN. MINIMUM o a ADJ. ADJACENT EL. ELEVATION N.I.G. NOT IN CONTRACT I.PLACE FENCE AT ENTIRE PERIMETER OF 51TE A5 HOWN. z V A/C AIR CONDITIONING UNIT EXH, EXHAUST N.T.5, NOT TO SCALE " n y 2.FENCE MAY BE REMOVED AT WORK AREAS DURI WORK f WOOD DECK a ALT. ALTERNATE EXT. EXTERIOR O.C. ON CENTER PERIOD,BUT SHALL BE REPLACED AT THE END WORK M o p m O W ALUM. ALUMINUM P.G. FIBERGLASS OPNG. OPENING m a AWN. AWNING WINDOW FIN. FINISH PT PAINT COV'D o 0 o � co z U SLK. BLOCK FIN.CLG. FINISHED CEILING P.V.G. POLYVINYL CHLORIDE PERIOD. ( WOOD DECK Ln cn <m v ,i BOT. BOTTOM FIN.FLR. FINISHED FLOOR P.T. PRESSURE TREATED ` rn V w BLDG. BUILDING F.D. FLOOR DRAIN at. QUARRY TILE �� 22.5' ,z ~ N (�"� Bk1. BUILT-UP GALV. GALVANIZED REINF. REINFORCED C� 10.0' 11,7' H CAB, CABINET GL,BK. GLASS BLOCK WINDOW READ. REQUIRED b4 • o CPT. CARPET GWB GYPSUM WALL BOARD R. RESER 6 C.l, CA5T IRON HDW. HARDWARE R.D. ROOF DRAIN CL. CENTERLINE HGT. HEIGHT S.H. SINGLE HUNG WINDOW z G.T. CERAMIC TILE HORZ, HORIZONTAL SHL. SHEET C.W. COLD WATER H.B. H05E BIBB SIM. SIMILAR 99.97' (M) o o CONC. CONCRETE H.W. HOT WATER 5L. SLOPE , t C.M.U. CONCRETE MASONRY UNIT I.D. INSIDE DIAMETER SPEC. SPECIFICATIONS 140.00 (R) CONT. CONTINUOUS IN5UL. INSULATION 5%. STEEL E X 1,5 T 1 I1G S I T E PLAN C.J. CONTROL JOINT JAN.. JANITOR THK. THICK CFM. CUBIC FEET PER MINUTE JT. JOINT TTG LONGUE AND GROOVE SCALE: I/8"=I'-@" EXIST. IMPERVIOUS SURFACE CALCULATIONS: DH. DOUBLE HUNG WINDOW LAM. LAMINATE (D) TYP. TYPICAL AREA: DISP. D15PENSER LAV. LAVATORY VERT. VERTICAL DN. DOWN M.O. MASONRY OPENING V.C.T. VINYL COMPOSITION TILE LOT 4,994 5F. DWG. DRAWING MATL, MATERIAL UI.G, WALK-IN CLOSET EA, EACH MAX. MAXIMUM WRGWB WATER RES15TANT GYPSUM WALLBOARD HOUSE SI3 SF. ELEC. ELECTRIC MECH. MECHANICAL W.W.M. WELDED WIRE MESH ' gR1VE5 AND WALK, e509a 131 SF. E.W.C. ELECTRIC WATER COOLER MTL. METAL W.G. WATER CLOSET - - - - 1 - - -- . - - - - - - - - T - "- -" M.P. METAL PANEL UR URINAL ! EXISTING ACCESSORY BUILDING 445 S.F. I CONC. EQUIPMENT PAD 5 SF, ! I j TOTAL IMPERVIOUS SURFACE AREA 1,408 S.F. j 9, IMPERVIOUS 28.2�a I I II - - - - - - - - - , - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - qua - -10'-0"" SIDE YARD SETBACK LINE l�lJ O I ! - - - NEW AREAMPERVIOUS SURFACE CALCULATIONS: ACCE660RY OnW- TUBE(EXIST) 411 LOT 4,994 Sr-. WIND DESIGN PER FBC RESIDENTIAL 2010, TABLE R301.2(2) CONC. i 3 j HOUSE 1,509 5F, ED E 5T IF EWE St IP BA51C WIND SPEED: 130 MPH STEP i DRIVES AND WALK,m50t 212 SF. / °' j l _ ( DRIVEWAY FX15TING ACCE55ORY BUILDING 445 5F. WIND DESIGN METHOD: ASCE 1-l0 � � ------- EQUIPMENT PAD 9 5F. r- F�:J O l:J IMPORTANCE FACTOR: i - - - - - EXPOSURE CATEGORY: C(ADJUSTMENT COFF. 1.40) i TOTAL IMPERVIOUS SURFACE AREA 2,119 5F. ExP05URE CLASSIFICATION: ENCLOSED f STEP' I ; , 9a IMPERVIOUS 48.4% ! MEAN ROOF HEIGHT 30 FT, ! ' ! i --) CHANGE IN IMPERVIOUS SURFACE 111 5F, I I ROOF ANGLE: (30-45 DEGREES) 2610 DEGREES(6:12) ------------------ ❑ - ---------- ❑ ---- - WALK (SAY 10.0') i ! I ROOF ANGLE: (30-45 DEGREES) 56.6 DEGREES(18:12) ! I EDGE STRIP 3.0 FT. a OI Q © 10 I I FF=(115@'1 I I COMPONENT AND CLADDING WIND LOADS (18112 SLOPE) ! i ("'� E`-, ZONE EFFECTIVE WIND AREA(SF) ADJUSTED WIND LOAD(P F) ! __ U ^� cn ! I 1 10 238 -38.9 1 ! I V) N ! QMeElRIED warlo w x -� I I I 20 22.4 -31.8 I L02 a 94 I ) 1 50 19.5 -36.4 1 1 -� 1 DRIVEWAY a U R I 1 100 11.4 -35.3 I r- L _ _ _ - J 2 10 24.5 -618 FILE �, -- z j U O O O O 2 20 22.4 -62.4 ( -------------- --- © W w 2 50 19.5 -62.4 - - - - - - - �-------- --- � i - 5'-0"SIDE YARD SETBACK LINE Id FOR CODE COQ w a 2 100 11.4 -49.8 1 " ""� I CITY 4F ATLAN'nC BEACH � Q 3 10 24.5 -100.2 - - - - { - - - - - - - - - - - - I - - - - SEE PERMWS R Avomt 3 20 22.4 -93,8 EQ U 3 50 19.5 -85.1 r-"\ NEW 51TE FLAN REAnm 1 r 01 3 100 11.4 -18.1 INDEXa O �° AWIN�� SCALE. IIS -1 @ 4 10 42.6 -46.2 I T-1 TITLE SHEET, 51TE PLAN, DATA DATE E 4 20 40.6 -44.2 ISSUE A-1 FIRST FLOOR PLAN I i SR1P 4 Ice 38.1 - 12-22-14 Q 13 A-2 SECOND AND THIRD FLOOR PLANS A-3 ELEVATIONS, 5 5 O �� 5 1@0 3 .42.6 -51.0 A-4 ELEVATIONS ROOF PLAN E5U I�D I k�l COD 5U I E - DxAwN BY: RIA } I IR�p 5 20 400 -53.2 A-5 WALL 5ECTION5 HGP A-6 WALL SECTIONS -480 A-1 WALL SECTIONS 5 100 363 -44.2A-5 WALL SECTIONS FFLIG45L CODE; SHEETNO° DESIGN OF FASTENINGS OF WINDOWS AND DOORS IN THE WALL FRA ING E-I ELECTRICAL PLANSSMITH 15 THE RESPONSIBILITY OF THE WINDOW/DOOR MANUFACTURER AN SHALL E-2 ELECTRICAL PLAN, LEGEND FLORIDA RESIDENTIAL CODE 2010 T- 1 -� MEET THE COMPONENT AND CLADDING DESIGN WIND PRESSURES NATIONAL ELECTRIC CODE 2008 - © 14038 REVISIONS 1001-011 I? I f� f w A-4 f 21'-0" > z 14'-3" TANKLESS GAS WATER e _ — — — — — WEATER 3030 D.N. 6HEARWALL5 10'-0" SIDE YARD SETBACK LIME — — — o - - AGCE5 ORI' STRUCTURE CEXIS .) 68 1 I Dom 11� r D" � ! Q I 1 i 31/2" DROP O C Mwmw1 DRIVwA"r u - _ A-1 �@ , r SNE LL 6-U4 m i i 1 1 1 LL1111% ^ ', I I - - - — —' — o _ (SAY .0') Q ------- -- -------- -- ------------ WALK RAIL 32 DOOR TO �� 31/2" DROP c° I Q, DOWN 2/z'\ 5TORAGE7 1 " (p —� 5 RCF' O 0 DOElI*I /s � UNDER STAIR P4 u U ' I'-6' 7- ,.t I'-6" 7'-E�4° '-6 4'-414" a�8 5'R R P � H FOYER / ALL 4' 0 � �.T.� � � z FMI �„ �, , 1 4�i i N• 014 3' 514 5-0 2 -10 0 2 1 CO EIREP PATIO I L uND. [DRIVEWAY D I I 1 31/2DROP ARAL.�FE D R�' f 1 2' ' POWDER Q A/C n m m m m m m o o m m m m m m — — — — --- - 2630 D P. 2630 D.N. 3030 D.4. SNEARWALL — 5'-0” 51DE YARD 5 T5AC LINE T — I TMKL555 GAS WATER HEATED /G FAD 1. 11'-U4" f 24'-1" r`%\ SITE FLAN FIRF FLOOR FLAN SCALE: 114"=t'-0" A/C AREA = 420 5F. O a U m a W L M V ram� V w I' go 0 u a � � FILE COPY DATE OF ISSUE 12-22-14 DRAWN BY: HGP _ SHEET NO. SMITH A- 1- Y Q 14035 1 A-4 REVISIONS -- ------------- ------------------— ------------------ I II EGRE 55 3056 D.H. SHEARWALL 1 o e ot lilta a o ® o I � ili I I I it, f iii I I till e I Il � 1 ATTIC I ' ATTIC B� R� RGI BELOW I r In 1 RIDGE ROPE I ul nl 1 I i A-5 I lii 1 t lilt l I I f I ROOF BELOW I t RIDGE Iall 2 1 ------- -- --- I L------ - --------- - -, I A-1 A-'1 vTO. I 6WEAROALL 1 I I it I I I- - - - - - - - - - - - - - - - I Dc kN - rn I 1 1 68 i 10 14, I I - � I I --- ---- -- --- - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - I 3' 6" 6'-614" N L i BATH j f ROOF FILAN I u� �>ta� I 1 SCALE: V8"=P-0" u ROOF BELOW � I RIDGE I j 1 A-4 A Hl III, I iii lii I 31-OII 21'-OI, T/�1 C!j V 111 B I RO IM ATTIC i11 I 1 1 ATTIC W U NZ I -w =-0- 11, ---------- --- - TII m I I I I I 'd- L - - - COORDINATE I 3056 D.H. KITCHEN LAYOUT EGRE 5 cce WITH FINAL KITCHEN J DESIGN ------------------ ---- --------- - -------------- -- DEN I1 51.61f KITCHEN Lr- 61 3�E;O SCALE: 1/4"=1'-0" 2 cri S PANTY AIC AREA = 6,11 S.F. 4 A-1 A--1REF. CA51N T _;_ - - � I 3-511. 14-114 � I I I I 1 I I 1 I 1 I I I 1 l n r — — — — — — 3`-3" tr II'-2Y4"Ln N ' I 1 1 I 4056 D.H. - N 1 rn 0 3656 5. . EGRESS rn m + I � N 6'-3" 2'+ V-10" e a } ; m 1 i 1 ; _ BREXATCEILIN65- - - - - — ? - - - - i MA ER BEDROOM POWDER -- z cl I�Ifi� a l� l ROOM LL Kv 61� 0 vW1 Nm r/2 i LI — — K A1�CEtLING_ _ _ _ — N q U b 0-? 01 N w g � INDIRECT GAS Q, © U I 1 FIREPLACE N [L SHOWER i N A-"1 W} ] Ea a ____--_-.------_ 2656 D.H. 2656 D.H. <t <r 3056 D.H. 3056 D.W. U — — — — — — — — — — — — — — — — — — — — - --� FILE CC."T 3'-5K" 7'-214" Il'-iV4" l'-10141, 4'-611 61-81, 5,-6„ 51.011 DATE OF ISSUE t4'-OJ" I0'- 21'-8" _ 12-22-14 55'-0" - DRAWN BY: HGP 5ECONID FLOOR SHEET NO, SMITH SCALE: 114"=t'-0" A/C AREA : 1,442 5F, A-2 14035 i REVISIONS -- - - - - - - - -- - _ - - - - - - -- -- - - -- __ - _--- -- - - - - - - - - -- - - - - - - - - - - - - -- - - - - - - -- -- - - - 35' MAX. WE IG4T l N I I � I 12 I 1 4 I b I I l I y I I WIRD FLOOR m B I SECOND FLOOR } Q � Q n Q � ow wu FIRST FLOOR - - - - - - - - - - _ - - - - _ _ - - _ - - - - - - - - - - - - - N � � N Q GRADE _ L� N d WEST ELEVATION 5CUTH ELEVATION SCALE: IA4"-t'-0" SCALE: 1J4"=I'-D" - - -- - - - - - - - - - - - - - - - - - -- - - - -- - - - - - - - - - - - -- - - -- - - -- - - -- 3b' MAX.WEIGlT "HIGH WIND" AS A WI k „ D PW Lt 5 NGLES ON 30 Lt ON 1/2 NOM.STRUCTURAL SHEATHING DECKING NAILED wf 8d RING SWANK NAILS 9 6"O.C.AT PANEL E GES AND --------- - - - - INTERMEDIATE AND 4"O.0 AT COMPONENT AND CLADDING EDGE STRIP"3 r r I I I � I I t I CEMENT FI5ER SWINGLES _ I I I i THIRD FLOOR -- - 312"x12 BRACKETS Ln VVV m 2x4 CORNER 50ARD � U z 04 P; SECOND FLOOR < co FILE COF, W F-1 7 nW EXPOSURE CEMENT Ff5ER SIDING ON m WOU5EWRAP ON 1/2" NOM.5TRUCT RAL —1 F_ F-1 F_ F-1 FSWEATWING ON 2x6 STUDS a 16" 0C.w/R-21 DATE OF BATT INSULATION, 1/2"GWB INTERI R ISSUE 12-22-14 _ DRAWN BY: FIRST FLOOR HGP L - GRARE _- SHEET NO. E,45T ELEVATION NORTH ELEVATION SMITW SCALE: 1/4":1'-0" SCALE:!/4":t'-O" t1 V� 14038 REVISIONS i SEALED ATTIC 12 12 "KIGK WIND" ASPKALT SWINGLE$ON 30"FELT ON 6 NOM,STRUCTURAL 5KEATKING DECKING,NAILED w/Sd left RING 5KAW NAILS a 6" O.G.AT PANEL EDGES AND INTERMEDIATE AND 4" O.0 AT COMPONENT AND CLADDING EDGE STRIP 13 SEALED ATTIC SEALED ATTIC 34" T*G ADVANTEX PLYWOOD DECK z GLUED AND NAILED TO JOISTS a 16" (Tl O.C.,TYP. TKIRD FLOOR w if 11 W if Q it if if if it if it fi if o � METAL DRIP ON P.T. 1x2 ON P.T.2x6 FASCIAil it /� U if if ifw ti if SOLID CEMENT FIBER SOFFIT w11x2 TRIMif if N if if AND FIN 2x6 BAND, TYP.ALL AROUND if if if if if if if N H if if fi if if if if if ff if if if fl if if if if if if if if if pif f TYPICAL ALL FLOORS,WALLS AND ROOFS) _ _ if 2x4 WOOD FRAMED WALL R-13 BATT INSULATIONif if if 2x6 FRAMED WALLS R-19 BATT INSULATION if it ALL ROOFS R-30 SPRAY FOAM it WALLS AT ROOMS WITK WATER CLOSET R-13 BATT INSULATIONif 6" EXPOSURE CEMENT FIFER 51DING ON (AS ACOUSTICAL INSULATION) KOUSEWRAP ON 11/2" NOM.STRUCTURAL if if SKEATKING ON 2x6 STUDS a 16"O.C.w/R-21 if if if BATT INSULATION, 11/2"GWB INTERIOR it if if it if if if if if if if N if If if if if if it if 3/4" fitG ADVANTEX PLYWOOD DECK 3/4" TaG ADVANTEX PLYWOOD DECK iiff if GLUED AND NAILED TO GLUED AND NAILED t0if PREENGINEERED FLOOR TRUSSES PREENGINEERED FLOOR TRUSSES Q CONT.FLASKING 16" O.C.,TYP. 16" O.G., TYP, SECOND FLOOR if if if if if if if 11 it if CONT.2x BAND if if if if sf8" if GWB z 1if if 1/2, GWB z si$„GWB if m ififw it m tilif if if $ A'� WOOD SPECIES: SILL PLATES ON GONG,OR MASONRY - YELLOW WOOD if if if TREATED No,2 5YP if OtKER PLACES - No.2 5YP 6" EXPOSURE CEMENT FIBER SIDING ON if if KEADER5 - No.2 SYP. KOU5EWRAP ON 1i2" NOM.STRUCTURAL STUDS - ' SPRUCE PINE FIR SKEATKING ON 2x6 STUDS s16"O.C.w/R-21 _ if MISC. - ANY OF ABOVE BATT INSULATION, 11/2"GWB INTERIOR if if ALL P.T.WOOD - YELLOW WOOD as o� ALL FASTENERS CONTACTING YELLOW WOOD TREATED z if LUMBER SKALL BE STAINLESS STEEL OR KOT DIPPED li 3/8"m KOLDDOWN ROD5,SEE STRUCTURAL,TYP. Q F if /2„GUS GALVANIZED. _ U if P-4 if if if if it ARAGEif if x if ifx ( 04 04 if �if if if � if if4" TKICK 3000 PSI FIBER REINFORCE W g W� if CONCRETE SLAB ON 10 MIL PVC VAPO Z !llIlt 0-4 u a if if BARRIER ON 96go MODIFIED PROCTOR o if if COMPACTED FILL w/TERMITE TREATMET, if if TYP. FIRST FLOOR W H W 4„ TKICK 3000 P51 FIBER REINFORCED4”IWICK 3000 PSI FIRER REINFORCED d CONCRETE SLAB ON 10 MIL PVC VAPOR CONCRETE SLAB ON 10 MIL PVC VAPOR BARRIER ON 56%MODIFIED PROCTOR = u BARRIER ON 964 MODIFIED PROCTORS J, ACTED FILL tu/TERMITE TREATMENT COMPACTED FILL w/TERMITE TREATMENT tY . I tYR 1� GRADE 'COPY -i 11 Irl5-I � FILE: DATE OF = ISSUE 12-22-14 DRAWN BY: 2 (E2 51M. 2 SIM.5-1 5-1 i LUAL L 5 CT I ON SHEET NO. \,A-4/ SCALE; 114"-V-0" SMITK r A-4 ® 14035 REVISIONS 2x8 RIDGE 50ARD "HIGH WIND' ASPHALT SHINGLES ON 300 FELT ON 1/2 NOM.STRU TURAL SHEATHING DECKING NAILED w/Sd RING$HAN<NAILS a 6" O.G.AT PANEL EDGES AND 2x6 COLLARS tv 24" QC, INTERMEDIATE AND 4"O.0 AT COMPONENT AND CLADDING EDGE STRIP*3 if-Oil `F "HIGH IUMD" ASPHALT SHINGLES ON 30"FELT ON 112u� NOM.STRUCTURAL SHEATHING DECKING NAILED w/86 RING SHANK NAILS lo 6" O.C.AT PANEL EDGES AND I-51MP50N INTERMEDIATE AND 4" O.0 AT COMPONENT AND SDWC15600 SCREW CLADDING EDGE STRIP 3 a EACH RAFTER I-SIMPSON 5DWC15600 SCREW a EACH STUD 2x4 OUTRIGGERS 24"O.C. 2x4 OUTRIGGERS m 24"O.C. N II 1f II IIII � �' � IIII II fl II Ek METAL DRIP ON P.T. +x2 ON P.T.2x6 FASCIA I II II II III � � 111 if If II II 1 i t I I I I III III I I l i I I I SOLID CEMENT FIBER SOFFIT w/ Ix2 TRIM AND FIN 2x6 BAND,TTP.ALL AROUND I � m 111 11 fl II II I SEAILED ATTIC I f I I III II a l l l I I I SEALED WTTIC i 1 I Il If ll III `� � UI II fl I1 f 11 � BEDROOM III I f I I I 6"EXPOSURE CEMENT FIBER SIDING ON I I I I I I III I f 1 I HOUSEWRAP ON '% NOM,STRUCTURAL I f I I I I k l V I I I f i I I k I SHEATHING ON GABLE TRUSS 34" TeG ADVANTEX PLYWOOD DECK III I I I 11 I I I I k l I I I I III GLUED AND NAILED TO JOISTS w 16° l i l li I� �I I I O.C,TYP, THIRD FLOOR 10" I JO15T e 16"OC, w w o � U U NZ N <C H KITCHEN DEN COORDINATE KITCHEN LAYOUT WITH FINAL KITCHEN DESIGN CONT.FLASHING 3.0 "HIGH WIND" ASPHALT SHINGLES ON 30*FELT ON 1f2" T4G ADVANTEX PLYWOOD DECK NOM.STRUCTURAL SHEATHING DECKING NAILED w/ad GLUED AND NAILED TO 2'-0" RING SHANK NAILS a 6"O.C. AT PANEL EDGES AND PREENGINEERED FLOOR TRUSSES io INTERMEDIATE AND 4" OC AT COMPONENT AND 16" O.C.,TYP. CLADDING EDGE STRIP"3 SECOND FLOOR 2x8 LIDGER \ 2x(o 9 24"O.C. I-SIMP50N 50WC156O0 SCREW A EACH RAFTER 5j$"GWB ALIGN WITH PORCH EAVE c� z 4 E C/1 VV N v) cn � W � V x QI � N W GARAGE z o W H — — — FIRST FLOOR d GRAD RE COPY 8 DATE OF S-I ISSUE 11 12-22-14 S-I DRAWN BY: f t IGsP ► WALL SECTION -- A-r,J SCALE: 1/4"dSHEET NO. I SMITH A-5 14038 i REVISIONS I II 11 II 1111 IIII EE II II fl i 1 it li II (III Illl If II II I ! 1 1 fl 11 fi lICI IIII Il II II Il I I it it II IIII Illi II Il II II 1 I II li li II11 illi II 1 [ Il II I E II tl 11 1111 1111 fl Ii II II l I II it II IIII /i IIII II Il II I! l I iI I1 ii Illl // II11 ll II 11 11 I I it 11 II IIII / 4111 II li 11 Ii 1 t 11 li II IIII // 1111 ll II 11 ll I i II kl II liii /� Illl li ll II II I i it it 11 1111 / 1111 fl II II it I I II ii Ii IIII // 1fl i1 11 II Il 1 11 11 11 Ili // Ili ( I S,IIII 11 i! I 11 fl 1 ! Iil // I II II ii 111 Ili II Il ii it I II II tl III /// tll II li II Il I Il ll tl ill �/ ill Il II 14 ll i j" , II Ii II III o�°/ 111 1i II ii it I �✓ li 1 ! II Ili ��`� II'-3" 111 it Ci II it t � i 11 ll II III �y�i ICI ,- II ll !I II I Q i tl ii II IIIA/ iS III f,/'` II li li ii I THIRD FLOOR W O 14 U 12 , / t / 5 6 / 2x8 RIDGE BOARD 4 �/ / "HIGH WIND" ASPHALT SHINGLES ON 300 FELT ON '��" / NOM.STRUCTURAL SHEATHING DECKING NAILED w/Sd RING SHANK NAILS m 8" O.C.AT PANEL EDGES AND / INTERMEDIATE AND 4" OC AT COMPONENT AND Z / '/ �./ If'1i" 10" 6'-4° CLADDING EDGE STRIP3 / 2x4 OUTRIGGERS a 24"D.G. " °G' +s / T SECOND FLOOR 8 I-0 kikrfi 14 2x6 COLLARS g 24" O.C. / 1 01 L � / / g N En N � 5 12'-6" u i 4 d N w � V) 3 ZO 44 2 0 � 0W I � 1 W T IL FIRST FLOOR Q W x GRADE COPY 4 DATE OF ISSUE S-1 12-22-14 g 5 DRAWN BY: HGP a s-I i FAI SECTION 2 tdd LL 5CIOIN = SHEET NO. 4-(oSCALE: 1/4"=1`-0" Q-6 SCALE: 1/4"-1'-O" \ SMITH (� A-6 d` O 14038 REVISIONS "HIGH WIND" ASPHALT SHINGLES ON 300 FELT ON 1/7° "WIGI-I WIND" ASPHALT SHINGLES ON 300 FELT ON viz" NOM.5TRIJCTURAL SHEATHING DECKING NAILED w/Sd NOM.STRUCTURAL SHEATHING DECKING NAILED w/Sd RING SWANK NAILS a 6"O.G.At PANEL EDGES AND RING SHANK NAILS s 6"O.C.AT PANEL EDGES AND INTERMEDIATE AND 4"O.0 At COMPONENT AND INTERMEDIATE AND 4" O.0 AT COMPONENT AND CLADDINC, EDGE STRIP"3 CLADDING EDGE STRIP 0 3 lz 12 5EALED ATTIC 9 � 2 2'-O 2'-0" " r � 5EALED-ATTIC • W O fi EAVE ALIGNS w/BONUS ROOM TRU55ES METAL DRIP ON P,T.1x2 ON P.T. 2x6 FASCIA f W W U } SOLID CEMENT F15ER SOFFIT w/ Ix2 TRIM N AND FIN 2xb BAND,TY10,ALL AROUND � N Q, m H " v L MASTER BATH ° WEER CLOSET to r b" EXPOSURE CEMENT FIBER SIDING ON HOUSEWRAP ON 1/2" NOM.STRUCTURAL SHEATHING ON 2x6 STUDS a I6" O.C.w/R-21 BATT INSULATION, �/z"GWB INTERIOR 6" EXPOSURE CEMENT FIBER 5fD1NG ON `� i r H0U5EWRAP ON 1/2" NOM,STRUCTURAL GLUED AND NAILED To CONT. DECK / 5HEATHING ON 2x6 STUDS a 16" O.G.w/R-21 s CONT.FLASHING BATT INSULATION,1/2"GWB INTERIOR PREENGINEERED FLOOR TRUSSES 16" O.C.,TYP. SECOND FLOOR N R-21 BATT INSULATION FR-21 BATT INSULATION CONT.2x BAND CEILING AS SELECTED BY OWNER CEILING AS SELECTED BY OWNER z (x U M W CIO COVERED PAHO COVERED PAT10 E-i " a H ¢ % � c7 W 8 o �' P4 � H ¢ w � w P � _ FIRST FLOOR Q w —" 4" THICK 30001051 FIBER REINFORCED e � � � 4" THICK 3000 P51 FIBER REINFORCED CONCRETE SLAB ON 10 MIL PVC VAPOR CONCRETE SLAB ON 10 MIL PVC VAPOR BARRIER ON 9(o%MODIFIED PROCTOR BARRIER ON 96% MODIFIED PROCTOR COMPACTED FILL w/TERMITE TREATMENT, COMPACTED FILL w/ TERMITE TREATMENT, FILE TYP. _ TYP. GRADE Cop DATE OF ISSUE 12-22-14 DRAWN BY: z U� � ISN 5 5 I UJALL 5ECT(ON s SHEET NO. f-�- SCALE: !/4"=I'-0" -�I SCALE: 1/4"=I'-0" j SMItH 14035 REVISIONS "HIGH WIND" ASPHALT SHINGLES ON 30*FELT ON'��" NOM.STRUCTURAL 5HEAT14ING DECKING NAILED w/Sd RING SHANK NAILS a 6" O.G.AT PANEL EDGES AND INTERMEDIATE AND 4"O.0 AT COMPONENT AND CLADDING EDGE STRIP "3 i �orfl' moi' le' 12 g HALL u z W d w U � W � � H ^ N w/1 U1.I.G. L V. KITC SHEATH INTERIOR OF ELEVATOR SHAFT w/ NOM.STRUCTURAL SHEATHING BLOCKED AS SHEAR WALL N 10. _L wVW fLcn N POWDER EL Y. FOYER / WALL GARAGE w O FILE COPY x v _ DATE OF ISSUE 12-22-14 DRAWN BY: SHEET NO. 5MITH A-8 Q 14038 C 4" THICK 3000 PSI FIBER REINPORC D CONCRETE SLAB ON 8 MIL,PVC VA OR REVISIONS BARRIER ON 96% MODIFIED PROCTOR COMPACTED FILL w/TERMITE TREATMENT,TYP. 4" THICK E SL PSI FIBER.PVC, O 05 DOWELS w/12" BEND INTO STEM WALL CONCRETE SLAB ON S MIL.PVC VAPOR AND SLAB,COORDINATE w/DOWELS THICK 3000 1-61 FIBER REINFORCED CONCRETE SLAB ON 8 MIL.PVC VAPOR BARRIER ON 96%MODIFIED PR TOR COMPACTED FILL w/TERMITE TR TMENT,t OARRIER ON 969'-MODIFIED PROCTOR 4" THICK 3000 PSI FIBER REINFORCED - CONCRETE SLAB ON 8 MIL.PVC VAPOR b ------ COMPACTED FILL w!TERMITE TREATMENT,TYP. BARRIER ON 969'- MODIFIED PROCTOR 4" THICK 3000 PSI FIBER REINFORCEDzz "5 BAR CONT, " "5 BAR CONT. ° o COMPACTED FILL w/TERMITE TREATMENT,TYP. CONCRETE SLAB ON 8 MIL.PVC VAPOR 8"CMU,GROUT ALL CELLS SOLID COMPACTED 8"CMU,GROUT ALL CELLS SOLID BARRIER ON 96%MODIFIED PROCTOR ° 8 COMPACTED FILL w/TERMITE TREATMENT,TYP. '"5 DOWELS w/12 BEND to FOOTING \\\ \\ \\ \\ "5 DOWELS w/12 BEND s FOOTING: GRADE \/\� Ii_ ::_ /\\ - ;; wt 3-"5 BAR CONI.w/MIN.30"LAP i// // // w/3-05 BARS CONT.w/MIN.30"LAP CORNERS 4 MAX,48 O.G. \\ n.._ - - � �;\\ — a---------- CORNERS a MAX.45" O.C. \j\\ \\ „ \\ \\ v \\ \\ \ \ 3000 PSI REINFORCED CONC.FOOTING // / / 3000 PSI REINFORCED CONC %\// / / / / / / / w/ I-w5 BARS CONT.w/MIN.30" LAP _ _9Q \\j\\ FOOTING w/3-"5 BAR CONT.w/ \ \\ \ \\ \\ \\ \\\\\ \\ a GRADE (VARIES) /\/\/\ o GRADE (VARIES) MIN 30" LAP t 03 TIES o MAX i i5 1'-8" - 3-"5 CONT. v \ \\ \\ \\ \\ \ - p 9000 PSI REINFORCED CONC.FOOTING p / 3000 PSI REINFORCED CONC.FOOLING: _ /3- w/3- 5 BAR CONT.w/MIN. 30 LAP -05 BARS CONT.w/MIN.30 LAP 5-1 SCALE.- 3/4"=P-0" -r SCALE: 3/4"-1'-0" 3,r l-8 3" 11.841 „ 3 THIN EN ED 5LA EDGE ( A A ) 2 EMWALL GARAGE r `TICAL 5T LUALL FOOTING 4 THICK 3000 PSI FIBER REINFORCED ci li CONCRETE SLAB ON 8 MIL PVC VAPOR J-r SCALE: 3/4"=1'-0" �J'-r SCALE. 3/4"=1'-0" SCALE: 3/4"-1'-0" ii ii 1'0, BARRIER ON 95%MODIFIED PROCTOR n 3,8"m THREADED 4 COMPACTED FILL w/TERMITE TRE TMENT, TYP. SIMPSON LSTWDS ii ii ROD,TYP. w w/24-16d SINKER, n to TYP.EA.GARAGE ii ii w DOOR JAMB 8 T P. w u SIMPSON II 3/s"m x 6" 4" THICK 3000 PSI FIBER REINFORCED TITEN HR I-M5 BARS CONT. NOSING,TYP. CONCRETE SLAB ON 8 MIL PVC VAPOR ROD _ BARRIER CSI 9551 MODIFIED PROCTOR COUPLER COMPACTED FILL w/TERMITE TREATMENT,TYP. 6'-3" U EMBEDDE1bRADE ---------------- w/2-05 05 BAR ICONTCwEM N�30" LAPTING 2 w/ 1"CUT (ADJUST TREAD AND RISER FOR 841 if WASHER FINISH AS SELECTED BY OWNER) c w `----------------- ----------------r. - - -----.--- ;;.,, _ =-_ ; � "5 CORNER REINP. 05 DOWELS IN FILLED CELL,SEE W iL EF5 rO A AGE JAM FOOTING DETAIL 5-r SCALE: 3/4`=I.0„ 1M 5 BAR CONT. /\\�/\\�\\ -- cn SCALE: 3/4"-1'-0" 8" CMU SLAB EDGE BLOCK W w I'-4"ONE STORY - 2-05 CONT. U 1'-8" TWO STORY - 3-"5 CONT. W I.U„t THICK N INTE IC � � THIC< ND INTIIOR, r(o GI�U BCNID 5EAM CIORNER REINF. II D 0� 5 L A� ri-'� 5EARINGD O F 5 L A B S-I SCALE. 3/4`=I'-0* (TYPICAL ALL INTERIOR AND EXTERIOR CMU CORNERS) Q, SYR 2 OUBLE TOP PLATE 312"Xr�11 LVA SOI�TN WALL S-r SCALE: 3/4"=1'-0" S-r SCALE: 3/4"=I'-0" 31/2"x16" �vL6 �o��N WALL 2 TANKLE SS A-4 -1 �l GAS WATER ---- ----------- -------- ------------ ---------- I SIMPSON 5DWC15600, > SHEAR WALL HOLD DOWN SYSTEM: I SCREW - 510" I-SI MPSON HDU4-SD52.5 ON k8 m THREADED ROD 2 SCREWS - 00 WO I t I SET 1" INTO SLAB w/SIMPSON "SET" EPDXY AND t 1 r ------ --------------------- -------- 3 SCREWS - 1, � I ----- ------------` - - - - - - - - - --- - - - - - -- - - - - - - } I t # SPF 2x STUD INSTALL SIMPSON CNW%"-11/22"" TRANSITION I t a t # 1 1 I COUPLER NUT AND 11/2"m THREADED ROD TO TOP SIMPSON PORTAL KIT STRAPS i I PLATE ABOVE AS DESCRIBED At VERTICAL # • � i � 51MP60N 5DWCC5450, THREADED ROD HOLD DOWN NOTE, I SCREW - 310" 2 SCREWS - 5950 o= VERTICAL THREADED ROD HOLD DOWN SYSTEM. 3 SCREWS - 895" ( I 1 344 THREADED ROD CONT.FROM FOOTING TO ABOVE TOP PLATE,ALL THREADED RODS SHALL BE SYP X SILL PLATE ANCHORED WITH SIMPSON TITEN WD TWD3634RC (ROD # 1 I Ill DROP A- COUPLER)SCREW.AT ALL ROD PENETRATIONS, PROVIDE A HOLE IN PLATE 1/4" LARGER THAN ROD. 3'i2"DROP DOUIN Ii'2" 4 RODS MAY BE SPLICED w/SIMPSON CNWMw 70 CONNECTORS.RODS SHALL TERMINATE ABOVE TOP t # I # PLATE AT 3"x3NY'WASHER AND NUT TIGHTENED TO 1 SIMPSON SW6518x9 DOUBLE APPROX 25 LB/FT OF TORQUE.ALLOW MIN.OF 3 i + I O + 1 SIMPSON ABU66 ON 1,2"m r 5( UJ 5 f UJPORTAL FRAME l THREADS ABOVE WASHER.ALL VERTICAL RODS j 1 a- fl r; j THREADED ROD EMBEDDED '1" I� `� SHALL WAVE NUT AND WASHER AT SILL PLATE. I t t Q = t I INTO NEW SLAB w/12-166 TO S-2 SCALE: I"=I'-0" A-1 4-1 SPECIAL ATTENTION SHALL BE PAID TO PRESSURE t iI ------------------- --------------- --------- I POST TREATMENT OF SILL PLATES AND ISOLATION OF i 1^ / - J - � METALS At SILL. + I # r— r --------------------T —rl--rt---rr----- -----------1 1 3 T -j— + it II II It tl It t I I A-b i-6 I t I ti II It tl It , i } SIM. f I I 1 II IL------ -------------Jt 11—JI 11 ------- -------------- ------------------------ --- -------- ----------------------------- # = t t i i ----------- ------------- i I 31,„ DROP 5-1 SIMPSON ANCHOR `P -------- KIT r----- --------= ----- --------� --� 4" TWIGK 000 PSI FIBER REINFORCED t 1 1 DOWN r2 5 ROP Z �- ----------t I I-------- I I �� t t L--_ __J I I 6 + # 4 CONCRE SLAB ON 10 MIL PVC VAPOR ! 1 i O I ,-� t I j I BARRIERON 969- MODIFIED PROCTOR 5" DROP H t # 5 D OF., i COMPAC ED PILL w/TERMITE TREATMENT, I I 1 1 PEDE 7AL TO 2" I,� 1 3�2" DR P # 5-I 1 1 � \ t t ABOV SLAB I # TYP. i I �_ �f c� t I 5" DROP I # --- -- t r---- ---- - - -------J-� ► 1pV', m U { IfD I I 1 t I ---------------� t — LL------------------ ----------_---- ---------- _ , lm V 11 0 . I. lt \� BLOCK BEYOND j j { ' ° 1 i 1 OI J i i LEX, i i l 51M. 1i i J � } � � W g cry 4" THICK 3000 P51 PIKER REINFORCED r P 2-14`0 THREADED I t t t r-------------- t 1 0 tL � 114 CONCRETE SLAB ON 8 MIL.PVC VAPOR IT I i ROD ANCHORS i j t # i t t CO i ATE P T p�pr I 1 S-{ # I 0 U a j; BARRIER ON%9-MODIFIED ROCTOR o a� +- t I t t t RE U{ MENtS Q I i 1 t 2 F Q COMPACTED FILL w/TERM) TREATMENT,TYP. ° ; t t „ I 1 I t I EL ATO I t # # A-(o W O 4 THICK 3000 PSI FIBER INPOR�CED I i I t 4 THICK 000 PSI FIBER REINFORCED + i I I 1 CTED I t I I GRADE b d ° I # CONCRETE SLAB ON 10 MIL PVC VAPOR CONCRE SLAB ON 10 MIL PVC VAPOR I t U Dp ; D BARRIER N 96 '-MDf1EPRCTOR # 1 1 BARRIER ON%%MODFIED PROCTOR, //� © o I # COMPACTED FILL w/TERM) E TREATMENT, b 11 COMPAC ED FILL w/TERMITE TREATMENT, v �. ° a P i 1 i TYP. 2 --a-- 1 I t I I I l I f Q D o-. p p I 1 # t Z----- —'� I L TYP. { 1 if I \\\i i = o D. \\\//�///\\\\\\///�\\\\ •v ' \\\\�/ __ -. ----------------- # t I I 1 ,�" DROP 3,2" DROP DOWN I'/ i1 iI I, DROP .i{ ,57\71077I -=__ _=_ _= --------------- - - -_- s p b. FLE OPY o iI DATE OFL it L i u ISSUE r----- l _L � Isa LL- t------ ---------� I � � I I i i I2-22-14 f - � I 1� DOUBLE SIMPSON 1 . I + �� D Y. ---------------------- ----"1"l— --------LL----------- --- I flOUBLE NUT 12, ---- ♦ ---�-----�------�------0--. i 5-I . - _ _ .., DRAWN B AND WASHER t �—r ,B, I - HGP SCALE: 3/4"=1'-0" ASSEMBLY L------------- ---------------------------------------- TANIZLES� --_--- ---------------------------------------------------------j GAS WATER HEATER } SHEET NO. � '15 SMITH r�YFCUNDATICN FLAN SCALE. 1/4 -1 0 Q 14038 I A-4 REVISIQNS I 11'-0" FN I N SICk D U L REPRODUCED FROM FSC TABLE 2304.9.1.SEE TABLE FOR ADDITIONAL REQUIREMENTS AND EQUIVALENTS) ------ --------- ---- -- - - - - - - --- LOCATION FASTENING LOCATION i JOIST TO SILL OR GIRDER 3-86 TOENAIL BRIDGING TO JOIST 2-8d TOENAIL EACH END IlIr i I I SOLE PLATE TO JOIST OR BLOCKING #bd a 1611 O.C. TYPICAL FACE NAIL i I TOP PLATE TO STUD 2-16d COMMON END NAIL � I I I- SiMP50N 1425A w/5-8d x It/z" I k I STUD TO SOLE PLATE 4-8d COMMON TOENAIL TO OUTRIGGER E 5-86 TO 1 2-16d COMMON END NAIL GABLE TRU55,TYP. I I I I DOUBLE STUDS Ibd a 24" OC. FACE NAIL I 1 I 1 DOUBLE TOP PLATE ibdslb" O.C. TYPICAL FACE NAIL f I I -Ibd COMMON I � I A-5 DOUBLE TOP PLATE 8 LAP SPLICE I r� Wi l S ES ISIS 161` C. I BLOCKING BETWEEN JOISTS OR RAFTERS t0 TOP PLATE 3-8d COMMON TOENAIL RIM JOIST TO TOP PLATE 8d a b" O.G. TOENAIL I I I I TOP PLATE,LAPS AND INTERSECTIONS 2-166 COMMON FACE NAIL I I I I CONTINUOUS HEADER,TWO PIECES Ibd COMMON 16"O.C.ALONG EDGE I I I f I CONTINUOUS HEADER TO STUD 4-8d COMMON TOENAIL I I CEILING JOISTS OVER PARTITIONS 3-16d COMMON MIN.,CABLE 2308.10.4.1 FACE NAIL I \ 1 CEILING JOISTS TO PARALLEL RAFTERS 3-Ibd COMMON MIN.,TABLE 2305.10.4.1 FACE NAIL -2x i - - - -- - I RAFTERS TO PLATE 3-Sd COMMON TOENAIL A-1 A-1 n I BUILT-UP CORNER STUDS Ibd COMMON 24" OG. - I BUILT-UP GIRDERS AND BEAMS 20d COMMON 0 32" O.C. FACE NAIL e TOP AND BOTTOM STAGGERED ON OPPOSITE SIDES x i I p A-6 COLLAR TIE fi0 RAFTER 3-10d COMMON FACE NAIL JACK RAFTER TO HIP 3-10d COMMON TOENAIL ROOF RAFTER TO 2x RIDGE BEAM 2-16d COMMON TOENAIL .� 3 2x-/I/I - 2-2x8/Vi -- - - -- - - x I AKIN 3'-61 I JOIST t0 JOIST BAND 3-Ibd COMMON FADE NAIL O LEDGER STRIP 3-Ibd COMMON FACE NAIL a I WOOD STRUCTURAL PANELS 5UBFLOOR,ROOF AND WALL 514EATHING TO FRAMING _�'�' 2- x /1!1 2 Z !I/I ( (NAILS SPACED Co" OC,AT E17GE5 i�2" OR LESS bd TOC. ATEDGES QMPONENT ANDEpLADDiNG EDGE STRIP z -2x8/1/1 -2x81 # tIL t0 n, ul I 12"O.C. INTERMEDIATE SUPPORTS 15/32 TO 19/32 8d RING SHANK(88032.3.1) o EXCEPT 6" 9 SUPPORTS WHERE *3,SEE FIGURE 1609.2(c) Q I SPANS ARE 48" OR MORE) 19/32" TO 3/4" Sd 1 N SINGLE FLOOR 3/411 6d Q Y• n i 1 NOTE: ROOF SHEATHING NAILING TO BE WITH ed RING W-4 I WI 5 IES 15T5 s ib' G. I SHANK NAILS w 0 c� KATR I 1 I 1 i I H 1 I 4 2-2x8/1/1 1 / 6'-21411 A-4 z W I 1 I- SIMPSON H2.5A w/5-8d x 1+i2" / © rte I I I TO OUTRIGGER ! 5-86 TO / �� U AI 1 I GABLE TRUSS,TYP. / „j 3-2x10-/2/2 SHEAt�UALL ►-+ x I I 1 I { I-5IMPSON SDWC15b00 N o I I I ( SCREW g EACH RAFTER X 3 2x-/I/1 3-2 it/1 3-2 -!I/I I 1 { v1 \ S-I I I I- SIMPSON P2.5A w/5-8d x 1a/2" c9 1-SIMPSON H6 wll6-Sd, I-SIMPSON vGT ON 2-51MP54N Hb wl16-Sd, TO RAFTER a 5-86 TO TOP TYP.EA.END EA.TRUSS THREADED ROD t 16 TYP,EA.END EA. TRUS PLATE, TYP. \ 5D5 (/411x311 i Ll 7'-311 i 111-011 8'-9° 3�1 T46 VA EX D DECK PSON t 2T'-011 \ EE P EN EE L F O SS 0 X 12w/1 116d,ATYP.EIA. AY F res I I V I6' G.,7 f° END TRUSSES 24" O.C." MODIFIED PARALLEL CHORD TRUSSES 2411 O.C. i'-4h" U SERIES JOISTS 6 #b"Q.C. BONUS ROOM TRUSSES I6" OC. \ ( I- SIMPSON H2.5A 2 ( SCALE: I!4"=1'-0° w/5-8d x 1�2" TO A-1 A-1 I- SIMPSON H2.5A w/5-8d x 11/2" OUTRIGGER 5-Sd THI / 1 BE ING 2xl ! /2 { TO RAFTER,TYP. ( D FL OO / r OOF F AM 1 N TOP PLATE RVSP. t 5-8d t0 SCALE. 1/411=1'-0" i Cc% X x r_. li TAI O N#NG_ `YI4" LVL #4" LVL - 2x8 IDLE _ STUD TO DOUBLE TOP PLATE AND HEADER,MIN. BEARI _ r � I = '- SIMPSON A34 ANGLE I-SIMPSON 5DWCI5600,SEE 1/6-2 AND PLAN FOR 8 + + X w/8-106 xlt%" NAILS, ADDITIONAL REOUIREMENTS { TYP.EA.RAFTER. DOUBLE TOP PLATE x m , rn x -2x8 { ljqxlch�2 2-2 1012 RI I$ AR -` STUD TO DOUBLE TOP PLATE,MIN, 1-SIMPSON - HEADER,SEE PLAN SDWCI5600 FROM STUD TO TOP PLATE,TYPICAL, i I f a XLE SEE 1/5-2 AND PLAN FOR ADDITIONAL i i IN T REQUIREMENTS i oC4 zJ 4 3/a" G A AN X P DE 2x8/1 I }�a" <G V X WO D K I- 5IMP50N M5TA21 w/14-10d,TYP. � +1/2"NOM.PLYWOOD DECKING NAILED i <, GL NA D T GLUED A N I ED �+ JACK STUD,SEE PLAN w/Sd RING SHANK NAI 5 6"O.G.AT PANEL E E� " NGi ERE FLO T 5E5 NGl E FL R t SSE A26 rU KING SCUD,SEE PLAN / " M I Ib G„T I6 C., P. W AT COMPQNENt AND CLADDING EDGE STRIP w { � U TYP.STUD n v { " U c` F F- C>i OPENING r SIMPSON A34 ANGLE W g uwo w!8-10d x11/2"NAILS, t� O + TYP.EA.RAFTER. U W 10 3-2 I -/2/2 2x10 2/2 3 xl0- /2 I %4 SIMPSON TITEN HD SCREW w/MIN. 6 V/4"EMBED,.ON SIMPSON BPG'/2 w I 14" LVL 14" LVL SHEARWALL U BEARING PLATE,TYP. 32"OC. + 3-2x-/I 1 - 1 STUDS t0 SINGLE SILL PLATE MIN.I-SIMP50N _ ej - ALIGN TOPS 50WV5450 4112" SCREW FROM STUD TO SILL, �? 2x OUTR R5 g 2 O.C. 14"FLOOR TRUSSES Ib"FLOOR TRU5SE5 FILE COPY TYPICAL.,SEE 1/5-2 AND PLAN FOR ADDITIONAL 2x SILL ATE REC UfREMENT5. 1'011 I- SIMPSON H2.5A w/5-Sd x 11/2" I DATE OF SLAB TO OUTRIGGER E 5-8d TO A-1 ISSUE GABLE TRUSS,TYP, F-22-15 NUMBER OF MEMBERS _ SIZE OF MEMBERS - DRAB BY: /�p /� NUMBER OF JACK STUDS a EA.END HGP r"'***NDoRmElR OO F IJI I N LAN NUMBER OF KING STUDS EA.END /� ( SCALE. I/4"=I'-0" i F N(N FF s-a SCALE: 1/2 -0" r--s\ 5EC0NlDFLOOR FRAMING FLAN NG SHEET NO. HEADER LEGEND SCALE: #1411:11_�II SMITH ALL EXTERIORWALLS TO BE SHEATHEDS-2 SCALE: I14":I'-011 BLOCKED AND NAILED AS SHEAR WALL _�- _ EvEN IF NOT IDENTIFIED AS SHEAR WALL ��� O 14038 REVISIONS loo 1-011 C f f I, f l I TANKLESS f f UJP GAS WATER — — — — — — — NEATER !ra'-0" SIDE YARD 5ETBAGK LINE ACCES ORIS 5�"RI�CTI�I� tEIS�'.� �¢� f - - - I MOTION I s DETECTOR i Lu I 4 _ f 3 di 1 200A I - Q- C11 PANEL 44 WP ii Q 43 1 C � - TO ALL EXTERIOR H f FLOOD LIGHTS � T I S � � � � I A � � -------------------- WALK Z � � -------------------- , U ❑ ❑ �- 3 ❑ I w a Wf I Q Q f f U � f 50Y R / HALL P i W � N z 4 ° � GARAGE f (L r C MOTION DETECTOR DRIVEWAY ND, Aii f { f COVERED PATIO � PO D� WP 1w f I ❑ n ❑ 4 — - C�❑ESS � GAS WATER l- - - - - - - - - - - - f NEATER 1 AIC PAD f r-`\ f FIST FLCOR ELECTRICAL FLAN SCALE: 1/4"=1'-0" ELECT FRICAL LEGEND JUNCTION BOX (� SWITCH,SINGLE POLE © DOOR CHIME BUTTON $3 SWITCH,THREE-WAY © DOOR CHIME W M 4x SWITCH,FOUR-WAY F5_1 SMOKE /CARBON MONOXIDE DETECTOR ; a U R SWITCH, RHEOSTAT PLrvCOMBiNATION PHONE TY OUTLET l� ,� CEILING FAN w/LIGHT KIT z � GQ 110V DUPLEX OUTLETd W PHONE 44 E" ( w IIlov DUPLEX OUTLET w/MOUNTING HEIGHT Iry Tv,CABLE U �II-� 110V DUPLEX OUTLET,WATERPROOF LIGHT FIXTURE,CEILING MOUNTED,CAN TYPE F i CEILING FAN w/o LIGHT U IIOV DUPLEX OUTLET,FLOOR MOUNTED LIGHT FIXTURE,CEILING MOUNTED,CAN TYPE EYE BALL C�C IIOV DUPLEX OUTLET,CEILING MOUNTED LIGHT FIXTURE,CEILING MOUNTED00 _ 110V DUPLEX OUTLET, HALF SWITCHED LIGHT FIXTURE,WALL MOUNTED ELECTRICAL CONTRACTOR SHALL PROVIDE DATE I5SUOF E E d COMPLETE SMOKE /CARBON MONOXIDE DETECTOR SYSTEM V DUPLEX OUTLET ON DEDICATED CIRCUIT LIGHT FIXTURE,UNDER CABINET MOUNTED As REQUIRED BY CODE 12-22-14 - 220Y OUTLET LIGHT FIXTURE,SOFFIT MOUNTED DRAWN BY:ALL ELECTRICAL WIRING SHALL BE IN PGP ACCORDANCE WITH 2008 NATIONAL _ II T H0v DUPLEX OUTLET,ARC 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. $ Ilov DUPLEX OUTLET,GFI -F-=PANELBOARD, 12" TO TOP ELECTRIC CONTRACTOR SHALL INSTALL ALL BOXES AND SMITH HAVE OWNERS APPROVAL OF LOCATIONS AND QUAINTLY /DISCONNECT, 12" TO TOP PRIOR TO BEGINNING WIRING. E- 1 ` 1A- G 14038 REVISIONS ------ ------------------------ -------------- --------- � 1 lit 1 f I I I i I ,n I f i I I iii I I li'i I I III I I ni I I it III { I I III ATTIC ;;; ATTIC I iiil � I lu I I I,I r III T IIII I I III I I I I I II I SEDRO I { I I I I ( J I I ;�.�.I � S I 5TO. I I I t � - I I i I I I � HALL i f � ' W i { I I I - ---- - -, - ----� \- -- --- - --- - i- _ -I I A � f I III i I _ I,I{ i H V I I v' U I II III i Q 111 � IIII I � W I III � III I ATTIC iila Q ATTIC I � iii I I un i I Ii- – I I iui --- – -- )-- �� 1 I BEDR lom I,ti O { DEN I III I �; I COORDINATE – I - - - - - - — _ _ - - - I KITCHEN LAYOUT I WITH SINAL KITCWEN I { 1 DE51GN i ------------------------ -- KIT +SEN i --� II I I IRS FLOOR ELECTRICAL FLAN I/4":i'-0° PANTRY SCALE: CABINET - - - - - - - - - - - - - U SII ( D lUN — — — — — — — — — — — — — — — — — — — — �- - - - - I I I I I I 1 1 I I4-tN I I f I I I I I ! C I I 3 I w , r r a a I I 44 I ' 4 I f 1 ' I i Fou) R I E �. AK AT CEILING ---- Z O I M. 54TH - - - - T(E El � I i W m I I LINEN " ER C EDR O' LIVING ROOM x z I i INDIRECT GAS OO u � W { FIREPLACE � H { I ----------------------- I I I- - - - -- - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - FILE COPY DATE OF ISSUE Ia-22_-14 DRAWN BY: WGIF � OND FLOOR ELECTRICAL FLAN SHEET NO. SMI TN SCALE: I/4°:I'-0.. E—2 14038 .i REVISIONS 12-22-14 T .JE SMIT11 RESIDENCE 5YM50LS 262 SECOND T BEET NORTIN INDICATES DIRECTION OF NORTP ATLANTIC BEACII FLORIDA SECTION DRAWING NUMBER /`X�4� 100.00' RJ 4_ SHEET NUMBER LUPERE SECTION 15 DRAWN 99.92' (M) -- - C CD X DRAWING NUMBER �Noo � DETAIL a_ SHEET NUMBER WPERE DETAIL 15 DRAWN 0� �W 11.1' z Q� v 0 cn ��` K: A 1 o z o ELEVATION LETTER w _ M� ELEVATIONS D A-5 B�/- SNEEt NUMBER IUHERE SILT FENCE w/FILTER CLOTH 1 FRAME Y A/C o �O ELEVATION fS DRAWN (MIRAFI,POLYFILTE OR APPROVED BUILDING - PAD C EQUAL)ON WOOD S AKES m MAX,6'-0" O.C. rn WOOD DECK 2'4 J 11.5' v �' FLOW ! � v GRADE Lf) 8.8' I S0 M�z DOOR W BACKFILL FENCE AF ER m PLACING FENCE ( o rn D D zDw U WINDOW ® ```�i` i` ` Cts O o o c + Q A O Q 0 Z cn f�0 z �..I �o y � V? A0Z v r �, 0.5' co W co w 0 c0 0° > w zcn n p D � Ti - v -" c O 0 -i co N M O �! �.. Q r > 0 _ �I N ITI O u p m 0 VP � f 4�ION� 5 I� � I f �' BIER Cm70 �- D -� SCALE: 3/4"=I'-O" A.G.T. ACOUSTICAL CEILING TILE E.W.H. ELECTRIC WATERHEATER MIN, MINIMUM o p� ADJ. ADJACENT EL. ELEVATION N.I.C. NOT IN CONTRACT o x V1 I.PLACE FENCE AT ENTIRE PERIMETER OF SITE AS SHOWsI. z A/C AIR CONDITIONING:UNIT EXH. EXHAUST N.T.S. NOT TO SCALE ALT, ALTERNATE EXT. EXTERIOR O.G. ON CENTER 2.FENCE MAY BE REMOVED AT WORK AREAS DURING RK WOOD DECK o ^ M ALUM. ALUMINUM F.G. FIBERGLASS OPNG. OPENING O w PERIOD,BUT SHALL BE REPLACED AT THE END OF WO o ori AWN. AWNING WINDOW FIN. FINISH PT PAINT COV ID p O a r-rn PERIOD. o �D c z U BLK. BLOCK FIN.CLG. FINISHED CEILING P.V.C. POLYVINYL CHLORIDE WOOD DECK in v' < < BOT. BOTTOM FIN,FLR FINISHED FLOOR P.T. PRESSURE TREATED m� w BLDG. BUILDING F.D. FLOOR DRAIN Q.T. QUARRY TILE 511. 5UILT-UP GALV. GALVANIZED REINF. REINFORCED6� 22.5' m (/1 CAB. CABINET GL. BK, GLASS BLOCK WINDOW READ. REQUIRED �� 10.0' 11,7' O, ^ CPT. CARPET GWB GYPSUM WALL BOARD R, RISER '�` o -C° N C.I. CAST IRON HDW. HARDWARE RD, ROOF DR41N 6 cCOo CL. CENTERLINE HGT. HEIGHT S.H. SINGLE HUNG WINDOW o.- C.T. CERAMIC TILE HORZ. HORIZONTAL 61-IT. SHEET C.W. COLD WATER H.B. HOSE 5155 SIM. SIMILAR 99.97 (M) CONC. CONCRETE H.W. HOT WATER SL. SLOPE C.M.U. CONCRETE MASONRY UNIT I.D. INSIDE DIAMETER SPEC. SPECIFICATIONS 00.00 CONT. CONTINUOUS INSUL, INSULATION STL. STEEL - �\ � ��I�� �I�� FLAN I G.J. CONTROL JOINT JAN. JANITOR THK. THICK �� X I� C.F.M. CUBIC FEET PER MINUTE JT. JOINT TEG TONGUE AND GROOVE �. _ _. _ . _ . . _ EXIST. IMPERVIOUS SURFACE CALCULATIONS: DH. DOUBLE HUNG WINDOW LAM. LAMINATE (D) TYP. TYPICAL SCALE: di DISP. DISPENSER LAV. LAVATORY VERT. VERTICAL AREA: DN, DOWN M.O. MASONRY OPENING V.C.T. VINYL CO'1POSITION TILE LOT 4,994 SF DWG. DRAWING MAIL. MATERIAL W.I.C. WALK-IN CLOSET EA, EACH MAX. MAXIMUM WRGWB WATER RESISTANT GYPSUM WALLBOARD HOUSE 813 S.F. ELEC. ELECTRIC MECH. MECHANICAL W.WM. WELDED IUIRE MESH E.W.C. ELECTRIC WATER COOLER MTL. METAL W.G. WATER CLOSET DRIVES AND WALK, s5O% 131 SF. M.P. METAL PANEL UR URINAL ( T T - EEX15TING ACCESSORY BUILDING 449 S.F. CONC. EQUIPMENT PAD 9 S.F. TOTAL IMPERVIOUS SURFACE AREA 1,408 S.F. �, IMPERVIOUS 28.2% - - - - F - - - - - - - - - - - - - wa - -Ib'-O" SIDE YARD SETBACK LINE - - - - - - -- - - - - - - - - - - - - - - - LJ I N� L CA�5 �&OSSORY STRUCTURE(EXIST.) - - - - f NEW IMPERVIOUS SURFACE CALCULATIONS: 411 S.F. AREA: FF=(11.46') ET' z LOT 4,994 SF. WIND DESIGN PER FBG RESIDENTIAL 2010, TABLE 8301.2(2) ( HOUSE 1,509 SF. ED EST IF ED E ST IP CONC. BASIC WIND SPEED: 130 MPH STEP i DRIVES AND WALK, 050% 212 SF. rZ WIND DESIGN METHOD: ASCE 1-10 13'-1N6" DRh/EW,41' EXISTING ACCESSORY BUILDING 449 S.F, Q O _ _CO _ OO IMPORTANCE FACTOR: I TEE Ai GAGE ------ EQUIPMENT PAD 9 S.F. p F -I EXPOSURE CATEGORY: C (ADJUSTMENT COFF, = 1.40 TOTAL IMPERVIOUS SURFACE AREA 2,119 SF. w CONC. X o E POSURE CLASSIFICATION: ENCLOSED STEP � � � � � I � � � � i � io IMPERVIOUS 48.4`0 � 1 I I " MEAN ROOF HEIGHT 30 FT. I z CHANGE IN IMPERVIOUS SURFACE 111 S.F. ROOF ANGLE: (30-45 DEGREES) 26.6 DEGREES(6:12) (Y--- z WALK (SAY 10.0') ROOF ANGLE: (30-45 DEGREES) 56b DEGREES (18:12) �Z / EDGE STRIP 3.0 FT. FOYER/HALL m p OI O O IQ I FF:(1150'J v z COMPONENT AND CLADDING WIND LOADS (18/12 SLOPE) 1 O ZONE EFFECTIVE WIND AREA (SF) ADJUSTED WIND LOAD(PSF) I ----- , �C V � I IO 23.8 -3$.9 1 ` V -z = U COVE:REED PATIO 0 I W m I 20 22,4 -318 f ! !LALND. 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