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Untitled 0 c n 8 ti r N 1+ co c0� 6] CD 4 O O O O O O O W Ln w L 3'-3" 4'-0 2,_0„ V_911 1 X 4 be a C) 2X4CD REMOVE AS NECESSARY FOR ELECTRICAL OUTLET 40.5" 1 y 2'-0„ 3,_Q„ 0., el I LLI /�/--- N r.11 J _ CT� J 0 0 0 0 - � i [T� LTA j 2 X 4 --- f — I � co 11 _ I' J _,I 4 40 . 5 KNEE WALL DETAIL _ _ _ __ > �a QD KITCHEN CABINET ELEVATIONS. Cu 0_ Cly w wwww� co OPT. CABINETS CN ILLIL TTr �r� - — _ � I —1 ,, ::1077 ppl I E]Ell r II IJ ILLL j » „ _F 71 Llr Lo L Ll I I I OPT . W/D UPPERS MASTER BATH CABINET ELEVATION BATH # CABINETELEVATION woN clwcl ME. 1t.o1,-T MALE: 1/.s1•`V 9CALE: 11fof-T y � p 4 A p C N S AO m'E G $ � 0.LL Q O JOB NO, 04-B1-0023 O Paul's Bay SHEET TITLE SHEET INT E:HIOR ELEVATIONS A2.6 L A -12-1 Parac&,5e_ /Alv- i ¢ co ' `o Ls CLcc n m IV d1 ri c 16 � -2 S cS SLOPE 3/4"x12" AT GARAGE DOOR 112"x7"WEDGE ANCHOR 3 1/2"CONCRETE SLAB REINF. @ 32"O.C.w/2"x2"x1/8" w/6xFx10/10 W.W.M. 3 1/2"CONCRETE SLAB REINF. WASHERS @ 32"O.C. 3162"CONCRETE SLAB REINF. w/&x6x10/10 W.W.M. EXPANSION JOINT w/6x6x1Oil 0 W.W.M. 3 1/2"CONCRETE SLAB REINF. v •^ •_ w/6x&10/10 W.W.M. 4 I ' 6 MILL POLY VAPOR BARRIER _ ''° •' • ' �- 6 MILL POLY VAPOR BARRIER ,t ' .;•;.�; s '�`-""'.';�• "��. . ,r— c"'momm,COMPACTED EARTH -I j .: t: ,.-. ;. IT . .�,; COMPACTED EARTH 6 MILL POLY VAPOR BARRIER •� LL POLY VAPOR BARRIER 8i (2)#5 REBAR CONT. ' , (2)#5 REBAR CONT. ZIP 1'-0" COMPACTED EARTHPACTED EARTH '-0" #5 REBAR CONT. , ''�-- — ' BAR DONT. In Sao m CONCRETE FOOTING 'CONCRETE FOOTING CONCRETE FOOTING CONCRETE FOOTING THICKENED EDGED GARAGE TURNED DOWN EDGE DETAIL BEARING STEEP DOWN INTERIOR STEP DOWN DETAIL 11 SCALE; 3/4"=1' O SCALE: 3/4"=1'-0" SCALE: 3/4"�1'-0" SCALE: 3/4"=1'-D" m � Lo N d c ca 7 � � fC � � K O _O ll.. ca u- r f.1 � OVERLAP SLAB `y 1 1/2" HOLD HDR.BLK. a TO OUTSIDE NAIL ROOF SHEATHING o 1 1/2" (PER STRUCTURAL) a t IMPORTANT NOTE: FIBERGLASS SHINGLES REFER TO ROOF PLAN AND 1/2"x7"WEDGE ANCHOR TYP.SLAB OVER 30#FEET OVER 7/16" SHT @ 32"O.C.w/2"x2"xl/8" EXP.JOIN" OSB BOARD OR 15/32"PWD SAVE DETAILS ON WASHERS @ 32"O.C. SHEATHING. FOR ALL HOUSES PITCHES 3 1!2"CONCRETE SLAB REINF. - I i i I I - IIII IIII TYP.SLAB AIR BAFFLE BTW EA TRUSS 12 , .,. ;. ".",;,,� TO MAINTAIN 1/2"MIN AIR VARIES STRAP FOR TRUSS SPACE FOR VENT II �' ANCHORAGE HAIw/6x6x10110 W.W.M. �I I I I I I I I I ( III i I I I I i ( I _ ,�1 I I I I I I I 16" (SEE STRUCTURAL) I III III -) Iii1ill —) III IIII JIII IIII IJ11 IIII GAIN.METAL O.H. DRIP EDGE R-30 INSULATION AT CLG. ' •'° ' �i � (— :•i� q•.. •,••�- •4. •{.. I I I I IIII IIII IIII IIII III --IIII IIII I I l l ICAL FOUNDATION MILL POLY VAPOR BARRIER TYP I I I I IIII I I I i^ TYPICAL FOUNDATION IIII I I I I I I IIII { I i i I WRAPPED 5/8"GYP. BD.CLQ.(2)#5 REBAR CONT. , I 1 , ,COMPACTED EARTH ALUM. 1111 1111 II 1111 IIII III III .. ' . • . 1111 IIII OVER 2x8 I I I � I III .. ,' IIII IIII --�- I I I I ,• - � ( III PERFORATED VINYLJ ALUM. 1/2"GYPSUM BOARD SOFFIT -III IIII IIII---IIII IIII III ( I ( STUCCO FRIEZE 2x STUDS @ 16"OG(MIN#2 SPF' II11 11 ( I " " I111 11 I r IIII IIII--W -111 PROVIDE MlD-WALL BLOCKING FLAT r WISE @ JOINTS IN SHEATHING ¢, P.Y. 2x PLATE 7/8"MIN.LIGHT CONCRETE FOOTING STEMWALL FOOTING STEMWALL FOOTING TEXT.STUCCO INTERIOR BEARING DETAIL FOUNDATION � DOOR PORCH EDGE VENEER MTL LATHEEAND TTO PLYWOOD GLUED&SCREWED NO 16" PRE-ENGINEERED FLOOR 7 VAPOR BARRIER TRUSSES OR T.J.I.JOISTS @ 24" SCALE: 3/4"=1'-0" SCALE: 3/4"=1'-0' SCALE: 3/4"=1'-0" OC (SEE FLOOR TRUSS ENGINEERING) RIM JOIST BY TRUSS MANUF• IMPORTANT NOTE: (SEE•FLOOR TRUSS � (PER STRUCTURAL) 12 i 2ND FLOOR ENGINEERING) NAIL ROOF SHEATHING 1 ST FLOOR TO Y _ REFER TO ROOF PLAN AND EAVE STRAPPING PER FIBERGLASS SHINGLES OVER VARIES DETAILS ON SFT AD.2 FOR ROOF STRUCTURAL 30#FELT OVER 7116"OSB BOARD PITCHES FOR ALL HOUSES 112"CEILING BD OR 5!8"GYP. BD OR 15/32"PWD SHEATHING. 16" TYP. D.H. STRAP FOR TRUSS ANCHORAGE(SEE P,T.2x BOTTOM PLATE W/SILL SEALANT AIR BAFFLE BTW EA TRUSS STRUCTURAL) " & 1/2"x 10"ANCHOR BOLTS AT 32"O.C. TO MAINTAIN 1/2"MIN W/2"x 2"x 1/8"WASHER AT EACH BOLT. AIR SPACE FOR VENT R 30 INSULATION AT CLG. TYPICAL ANCHOR GALV.METAL 112"CEILING BD OR 5/8"GYP.BD TEP a SEMCO TPP4 AT 32" DRIP EDGE STOP EXTERIOR WRAPPED ALUM. FINISH 1" 4"CONIC SLAB W/6X6X10/10 WWF FASCIA OVER 2x8 cn 0 BELO)W FINISH OVER 6 MIL VAPOR BARRIER OVER t FINISHED PERFQRATED i= PROVIDi~ MiD-WALL BLOCKING FLAT �j Sim TYPICAL SLAB FLOOR CLEAN,WELL COMPACTED,TREATED FILL VINYL/ALUM.SOFFIT WISE @ JOINTS IN SHEATHING :z a.© (� -� 7/8"MIN. LIGHT g TYP. VERT. REINF. SLOPE " r..r.w STUCCO FRIEZE D TEXT. STUCCO P�TUDS @ 16"OC(MIN#2 S ----» ,-� I-� N VENEER OVER �i GRADE I I ( 1 STORY: 2("X 10"CONC.FOOTING W/ 02 MTL LATHE AND `) _ P.T, PLATE w/ANCHOR x -- _ IIII III ( IIII I I I I (2)#5 CONTINUOUS AND(1)#4 DOWEL PROVIDE MID-WALL BLOCKING FLAT Cj n..- VAPOR BARRIER BOLTS PER v� 0 o AT CORNERS/OPENINGS AND 46"O.G. WISE @ JOINTS IN SHEATHING g b STRUCTURAL TYPICAL FOUNDATION I OR-(1)#5 DOWEL AT CORNERS/OPNG'S AND 96"O.C.,AND(1)#5 CONTINUOUS AT 2x STUDS @ 16"OC(MIN#2 SPF) g u_ 4"CONCRETE SLAB WITH w --- - Lu )III I I I i —IIII IIII III IIII I I I I IIII_ HEADER BLOCK. 6"x6"x1Oil D W.W.F.TYP, (3000 Fo- ry x PSI. FIBER MESH OPTIONAL). CV (� ro l+,, 1 " " 7/8"MIN.LIGHT P.T. PLATE w/ANCHOR BOLTS PER (1)#5 CONT. U N I I I I ' I I I I I i I ( # I i 2 STORY: 24 X 10 CONC.FOOTING W/ a 4i�. (3)#5 CONTINUOUS AND(1)#4 DOWEL TEXT. STUCCO STRUCTURAL IRE: SLOPE GRADE '' o AT CORNERS/OPENINGS AND 48"O.C. VENEER OVER �' a: MTL LATHE AND AWAY ALL SIDES 4 . 4"CONCRETE SLAB WITH 6"x6"x10110 w IIII p o ; IIII O Q' OR-(1)#5 DOWEL AT CORNERS/OPNG'S VAPOR BARRIER w \/ / / / ,•,.4,`"'` °' -I I I IIII I I I W.W.F.TYP. 3000 PSI.FIBER MESH 6 MIL VAPOR BARRIER x a� AND 96"O.C.,AND(1)#5 CONTINUOUS AT ( `� \ \\ \//\/ HEADER BLOCK. (1)#5 CONT. OPTIONAL). \/\\ \/\ o : TYPICAL FOOTING (MONOLITHIC OPT) a IIII IIII IIII IIII I I (� I ' ' , ` I (NOTE): BEND ALL DOWELS MINIMUM • f\\/ • • r. � SEE STRUCTURAL FOR SIZE& " f 20" I I I 12"AT TOP&BOTTOM,EMBED MINIMUM SLOPE GRADE AWAY ALL SIDES + / REINFORCING 6"INTO FOOTING. �� /�//\f/ \ \/ fi MIL VAPOR BARRIER `/r\�/j//`/////�// JOB NO. 1 STORY \��\\/ /\\ \\ \�\�. . PRO,!,MGR, DRAWN BY TYPICAL FOOTING(MONOLITHIC OPT) • , /\ SEE STRUCTURAL FOR SIZE& CHECKED BY STEMWALL FOOTING STEMWALL FOOTING r\ r\ i\ r\ ti\ ^ \� REINFORCING CURB DETAIL AT GARAGE TYPICAL FOOTING TYP 1 swrORY WALL SECTION TYP 2 STORY WALL SECTION SHEET TITLE SHEET 4 SCALE: 314"=1'--0" SCALE: 3/4" -0" 2 SCALE: 1/2"=1'-0" "=- ' " FOUNDATION TAS ION / SCALE: 1/2 -1 •-0 ADA `.. ..� -12-1 PMA&1'�6 PRE-FAB CHIMNEY NO PENETRATIONS AT FIELD NO PENETRATIONS AT FIELD ° c CAP OF SADDLE FLASHING OF SADDLE FLASHING G S o n 5p a m 8 �r ALUM.FLASHING Q O_ SIMPSON W5 — WOOD STUD WALL SYSTEM �, �, AT EACH JOINT � U � � � � � WOOD STUD WALL SYSTEM is 2"x4"BLOCKING(SEE CEMENTITIOUS FINISH SYSTEM CRICKET (TYPICAL) F MANUF.SPECS,FUR � _a- Cu2:s A. 7/8"MIN SIDING OVER CHIMNEY MIN.DISTANCE) CEMENTtTIOUS FINISH SYSTEM ro d � y G d MTL LATHE74 CONTINUOUS WALL SHEATHING CONTINUOUS WALL SHEATHING �" "� n SHEATHING ni CORROSION RESISTANT METAL 3 EXTERIOR FINISH CORROSION RESISTANT METAL SCREED At d. 0= OVER 1/2 SHEATHING SCREED CORROSION RESISTANT METAL 5"x5* OR O.S.B. Z-BAR FLASHING W/SEALANT FLASH NGT r CORRASION RESISTANT METAL CORROSION RESISTANT METAL 2X6s NAILED TO ¢ " GALW.MTL. " STUDS w/16d @ 6" � �d F FLASHING OVERIMTS�STUCCO Z-BAR FLASHING W1 SEALANT TOP FLASHING STD ROOFING OG ¢ CORROSION RESISTANT METAL 4 �z _ BLOCKING @MID POINT PAN FLASHING ROOF SHINGLES TRUSS TOP CHORD _ �Y WHEN CHIMNEY EXCEEDS 6'-0"IN HT. z a C7- ROOF SHINGLES ROOF SHEATHING CL Vj SEE STRUCTURAL - FOR HURRICANE PRE-FAB CHIMNEY ROOF SHEATHING ROOF FRAMING u� _ ANCHORAGE ROOF FRAMING z , 1"M,N. a DETAILS2" 4 1 ? TRUSS 2"x4"STUDS @16"O/C. M BOTTOM TRUSS CHORD � V� CHORD CRICKET GALV.MTL. FLASHING A �^ so x 10001 ` DB'L 2"x4"BLOCKING SiMPSON MTS 12 EACH CORNER IV m kx and „ -- K za" i - � r��`l■ 4- 16d EA SIDE, 1w MIN. rT� C TYP ►+ -� Fri CHIMNEY CHIMNEY ROOF- FLASHING ROOF- FLASHING CHIMNEY ATTACHMENT DETAIL CHIMNEY SECTION ROOF TO WALL ROOF TO WALL- 1210 SCALE: 1 1/2"=1'-0" SCALE: 11 1/2"=1'--0" SCALE: 1 1/2"=1'-0" SCALE: 1 1/2"=1'--0" c � � N C] t�y0 M �xx SECURE VALLEY FLASHING AT MAX.24"O.C.W/CLIPS IMPORTANT NOTE: a o U. PROVIDE STARTER STRIPS AND WIND CLIPS AS REQUIRED REFER TO ROOF PLAN , �" FABRICATED OF SIMILAR OR COMPATIBLE MATERIAL. PER ROOF MATERIAL MANUFACTURER REQUIREMENTS 5 " c 12 FOR PITCHES 1-4 NO PENETRATIONS THROUGH VALLEY FLASHING. RIDGE OR HIP RIDGE VARIES ` N PROVIDE STARTER STRIPS AND WIND CLIPS AS REQUIRED AD. � - � � .� PER ROOF MATERIAL MANUFACTURER REQUIREMENTS TYPE LINEAR VENT y 0 m INSTALL AS PER ALUM RAKE FASCIA 2x8 RAKE � > MANUFACTURERS WRAPPED IN ALUM o o CORROSION RESISTANT METAL TRIPLE RIB WRITTEN INSTRUCTIONS TYP ROOF CONST 'r ° s VALLEY FLASHING WITH 1"HIGH'V'CRIMPS I sr �. a SEE WALL SECTIONS � ._., _ 2X4 OUTLOOKERS AT I; 24"O.C. REQUIRED CLEARANCE PER ROOF ROOF SHINGLES MANUFACTURER REQUIREMENTS APPLIED TO LINEAR RIDGE CAF SEE 1-AD.1 FOR FASCIA& ROOF SHINGLES VENT �I SOFFIT NOTES& FINISHES ROOF SHEATHING ROOF FRAMING ROOF SHINGLES ROOF SHEA-MNG tl 10" ROOF FRAMING11 -- SIDING OVER 7/16"OSB MIN. - 2" GABLE END TRUSS W/ ALUM FASCIA OVER VERTICAL MEMBER ` @ 16"O.C. 3 FRIEZE �. WEAVE ROOFING °M1N• � UNDERLAYMENT PER ,��6 4"MIN. AD-2 ROOFING MFR'S ,I RECOMMENDATIONS W/ 36"WIDE 30#SWEAT SWEET RIDGE GAP FOR VENTILATION ROOF - FLASHING ROOF - RIDGE LAP SIDING ROOF - VALLEY ROOF - RIDGE & HIP RIDGE VENT CORNER ELEVATION TYP RAKE DETAIL - 8" OH 8 SCALE: 1 ,/2"=1'-0" SCALE: 1 112"=1'-0" 6 SCALE: 1 1/2'=l'-O' SCALE: 1 1/2x=1'-0" TRUSS ENGINEER TO PROVIDE FIBERGLASS SHINGLES TRUSS ENGINEER TO PROVIDE FIBERGLASS SHINGLES TRUSS ENGINEER TO PROVIDE FIBERGLASS SHINGLES TRUSS ENGINEER TO PROVIDE FIBERGLASS SHINGLES TRUSS HEELS WHEN VARIOUS PITCHES TRUSS HEELS WHEN VARIOUS PITCHES TRUSS HEELS WHEN VARIOUS PITCHES TRUSS HEELS WHEN VARIOUS PITCHES INTERSECT EACH OTHER, SO FASCIAS INTERSECT EACH OTHER,SO FASCIAS INTERSECT EACH OTHER,SO FASCIAS INTERSECT EACH OTHER, SO FASCIAS ALIGN w/CONSTANT OVERHANGS,SEE AIR BAFFLE ALIGN w/CONSTANT OVERHANGS,SEE AIR BAFFLE ALIGN w/CONSTANT OVERHANGS,SEE AIR BAFFLE ALIGN w/CONSTANT OVERHANGS,SEE AIR BAFFLE ROOF PLAN ROOF PLAN ROOF PLAN ROOF PLAN LINE INDICATES ROOF AT LINE INDICATES ROOF AT LINE INDICATES ROOF AT 8:12 ROOF PITCH7.12 ROOF PITCH 6:12 ROOF PITCH 2'-8" 2'"8" ALUMINUM 2-$" ALUMINUM 2'-8" 12 ALUMINUM GUTTERS GUTTERS 12 � 12 ALUMINUM GUTTERS 12 �w U GUTTERS 3 $ 6 I � x 7 R-30 INSULATION °" NSA z OVER LIVING SPACES R-30 INSULATION R0 INSULATION OVER LIVING SPACES OVER LIVING SPACES R-30 1NSULATION �' m ' OVER LIVING SPACES t R HEADER AT WINDOW HEADER AT WINDOW HEADER AT WINDOW "7 ) U N P �� b AND DOOR OPENINGS AND DOOR OPENINGS cn AND DOOR OPENINGS SEE TYP.WALL SECTION FOR C " N FASCIA, SOFFIT NOTES&FINISHES to m �? N "J"CHANNEL STOP *` � -" o > ,:; x u SEE TYP.WALL SECTION FOR SEE TYP.WALL SECTION FOR SEE TYP. WALL SECTION FOR SIDING OVER o c m LATHE AND VAPOR BARMIER " E a FASCIA&SOFFIT NOTES& FINISHES FASCIA&SOFFIT NOTES&FINISHES FASCIA&SOFFIT NOTES&FINISHES ,A 0ACL LL = a. BM OR LINTEL(SEE STRUCTURAL) "J"CHANNEL STUCCO STOP "J"CHANNEL STOP "J"CHANNEL STOP 6"BAND • JOB NO. 2"BAND PRO,I.MGR, SIDING OVER {{ DRAWN BY 7" LATHE AND VAPOR BARRIER 7" LATHE AIDING ND VAPOR BARRIER 7" LATHE AND VAPOR BARRIER t VARIES L COL w/EXT FIN CHECKED 3Y SHEET TITLEEAVE DETAIL - 8:12 PITCH EAVE DETAIL - 7:12 PITCH EAVE DETAIL - 8:12 PITCH EAVE DETAIL - 3:12 PITCH ROOF 5" � RQQF DETAILS /� ry r� SCALE: 1 1 2"=1'-0" 3 SCALE: 11/2'=1'--0" SCALE: 11/2"=1'-0' SCALE: 11/2"=1'-0' AD.2 / L j Z.l far i 1.a..f� I r a y m o B Gr aB '� � � yy 4 1/2" o . � � u MINro CL cc� 0 3 � 2 8L 8 WALL SIDING � � SHEATHING TYP.WALL CONST. SIDING OVER LATHE AND DOOR FELT-SEE WALL WAY SECTION w Lo 1/2"STARTER STRIP F-.F 2X4STUDS CAP FLASHING 1 x4 CORNER BOARDS PLACEMENT BY 1x8 PT DOOR WAYS TEXTURE FIN, ON FOUNDATIONIle MI/ r. ... C) EXTERIOR TRIM DETAIL. ELECTRICAL WATER BOARD CORNER DETAIL SWITCH PLACEMENT SCALE: 11/2"=1'-0" SCALE: 11/216=1'-0" SCALE: 11/2"=1'-0" 0 t � o N WALL 1 n O D V- m ~ SIDE MOUNTED AT BACK SPLASHES, 112"CLQ ODOR 1 LAYER GYP, BOARD ti COUNTERTOP 518"GB w/fi"BATT INSUL a m REAR WALL OR SIDE WALL MOUNTED; 20"TO 25" PER SUPPLIER ATTACHED TO BACK (2)2x HDR TYP 1900 J-BOX LIGHT SWITCHES, HORIZONTAL SINGLE (SEE STRUCTURAL) COVER PLATE/OUTLET 2 LAYERS I 1/2"PLYWOOD SPACER } AND ALL OTHER R-11 BATT FINGER JOINTED C:, 2 c THERMOSTATS, INSUL WOOD CASING 3 a- CL ENVIRONMENTAL CONTROLS 3/4"STOP 1/2'x 12"H I I BOTH SIDES KITCHEN TOP PWD ALL 4 SIDES ` 1 I 2x— TRUSS • CHORD WOOD FRAME OUTLETS-PHONES OPTIONAL TYP 1900 J-BOX R30 &TV's HORIZONTAL SINGLE INSUL WALL CAP OR COVER PLATE/OUTLET TYP DOOR PER SCHEDULE BRKFST.TOP _ SEE FLR.PLAN \\\� \\\r, / i!/\\\ �� NON LOAD LOAD 3/4"STOP ° " �` /III j III/� SII/ 0 Iii CONDITION CONDITION • GYP. BOARD BOTH SIDES !/\`\\ !/\C KITCHEN TOP !/tlt�// u3 it 2xw . 1� / Lu \e\�//\�� \� FINGER JOINTED 2x6 OR 2x4 IIS. WOOD CASING j I I FRAMING /--. �/ N DRYWALL `.° 24"DEEP BASE N CASSING CABINETS 24" TYP FLR CONST 2 WO TYP DOOR PER SCHEDULE Ilk FINISHED FLR FRAMETYPICAL WOOD FRAME JAMB (2)2x4s CABINET DOOR OUTLET MOUNTING HEIGHTS COUNTER DETAIL ATTIC ACCESS 221 /211 X 4811 INT HEADS & JAMB 87 5SCALE: 1 1/2"-1'-0" SCALE: N.T.S. SCALE: 1 1/2"-1'-0" SCALE: 1 1/2"=1'--0" EXTERIOR INTERIOR ---TEMPERED SHOWER MARBLE CAP ENCLOSURE 4"CURB W/ SR ON SIDE MARBLE CAP CERAMIC FLOOR TILE ADHESIVE ON 8- DOOR CLEAVAGE MEMBRANE BRUSH TYPE VANITY 2X4 WD.STUD CONCRETE SLOPED FILL 2x STUD WALL WEATHERSTRIP NLFULTHRESHOLD SET @ 16.O.C. FLOOR SYSTEM SEALANT BED 1/2"MR.GYP BD. SHOWER DRAIN PAINTED FINISH OVERHEAD EXPANDABLE JOINTI GARAGE DOOR FILLER,WHERE APPLICABLE ra CERAMIC TILE CERAMIC FLOOR TILE $: ;t< � w m 1x6 WD DOOR STOP a d a ° 4n gem � SLOPE TO DRAIN r Q 4 co o -c o ,. (4)2x P.T. BUCK d a 4 ;- SLOPE d ° v d• TO DRAIN 4 d v a fj N h FINISH TRIM OR ° - d BANDAl III Ifl a a f> g u� FINISH I ,�f ; „ »:r:; co o) FLOOR SYSTEM j o 1l, -= SII - ,..,,,1 � •� � CONC.WALK 0 a.2 u- SEE STRUCTURAL DWGS a. CONC. SLAB& FOUNDATION SEE STRUCTURAL DWGS, JOB NO. PROJ.MGR. DRAWN BY CHECKED BY BATH BATH DOOR - OVERHEAD GARAGE DOOR SHOWER WALL a VANITY SHOWER CURB DETAIL OVERHEAD GARAGE JAMB THRESHOLD EXTERIOR SHEET TITLE SHEET 4MISC,DETAILS SCALE: 1 1/2"=1'-0" "' SCALE: 1 1/2"=1'-0" SCALE: 1 1/2"=1'--0" SCALE: 1 1/2"=1'-0" AD-3 IL --72- 1 Pavadw-, _ 1 � 1x4 CEDER 2 L B 10°ANGLE CUT o c, vi 2x6 FJ CEDER 2X6 FJ CEDER 6" 2x6 FJ CEDER 6" w y o o ix2"x2"CEDER LU9 6 o � � p R U mill B E 2x4 FJ CEDER 2x4 FJ CEDER 2x4 FJ CEDER 65 50 ANGLE 50 ANGLE 51'ANGLE � � . Cw 2x4 PT SPLIT 2x4 PT SPLIT 2x4 PT SPLIT ►� OPTION 3 OPTION 2 , OPTION 1 WINDOW TRIM WINDOW TRIM WINDOW TRIM r SCALE: 1 1/2"=1'-a" SCALE: 1 1/2'=l'-O" SCALE: 1 1/2"=1'-Q" gc � � N M c' cz Q o LL m ti c c r� cb v N ,� ct 0o 7 m 6"HARDI BOARD BAND 6'STUCCO BAND 6"HARDI BOARD BAND c o TOP OF COL TOP OF COL TOP OF COL OR STUCCO a° d $" INSTALLATION SEQUENCING: 2" I I 2" 2" I I 1. THROUGHOUT INSTALLATION,KEEP THE WINDOW JAMBS PLUMB AND SQUARE, KEEP HEAD 12"Sa TAPER TO 10" I ANS SILL LEVEL AND SQUARE, MAKE SURE HEAD AND SILL ARE NOT CROWNED UP OR DOWN. COLUMN 2.CONSTANTLY CHECK WIDTH AT MEETING RAILS(i.e. DOUBLE HUNGS)TO AVOID"BOWED OUT" 1'-2" 8"SQ COLUMN 2'-W 12"SQ COLUMN INSTALLATION. I3.APPLY GENEROUS BEAD OF CAULK ALONG INTERIOR SURFACE OF NAILING FIN ON ALL SIDES PRIOR TO SETTING WINDOW INTO OPENING, STUCCO 4.PLACE 1(4"SHIMS AT SILL CORNERS AND SET WINDOW INTO SHIMS, CENTER THE WINDOW IN ` 2'•0" I I THE OPENING ALLOWING A 1/4"GAP BETWEEN WINDOW AND FRAMING MATERIAL ON EACH SIDE, WHEN INSTALLATION IS COMPLETE,THESE SHIMS MAYBE REMOVED. 2" I HARDBOARD 2"2" I HARDISOARD PAINTED 5. INSTALL FASTENERS(STRAIGHT, NOT ANGLED)IN EVERY OTHER FASTENER SLOT STARTING PAINTED STUCCO BAND ` I OR STUCCO AT THE MIDDLE OF THE WINDOW.FASTENER MUST BE EMBEDDED INTO SOLID WOOD A MINIMUM II OF 1". KEEP WINDOW LOCKED UNITL ALL SIDES ARE SECURED, 1 10"HARDI BOARD BAND i OR STUCCO 6.CAULK OVER FASTENERS AND ANY FASTENER SLOTS NOT USED, 7.CAULK OUTSIDE PERIMETER OF INSTALLED WINDOW, 6" HARDI BOARD BASE I 6"HARDIBOARD BASE 4 IOR STUCCO 8, INSULATE AROUND PERIMETER WITH BATT TYPE INSUALTION. DO NOT USE EXPANDABLE 1/2"SPACE w- I fl/2*SPACE THE USE OF EXPANDABLE FOAM WILL VOID WARRANTY, PORCH LINE RCH LINE Sp 9, FOR ANY INSTALLATION FINISHED WITH BRICK OR STONE,ALLOW 1/4"GAP AT SILL BETWEEN m STACK STONE STRUCTURE AND WINDOW.THEN,CAULK THIS GAP. SQ STUCCO UC�✓� COLUMN ( SO STUCCO COLUMN 10.CAULK GAP BETWEEN INSTALLED WINDOW EXTERIOR PERIMETER AND J-CHANNEL(OR BRICK OR OTHER EXTERIOR FINISHING MATERIAL WHICH SURROUNDS WINDOW), FLASHING SEQUENCING: PORCH LINE 1. APPLY BOTTOM PIECE OF SELF-ADHESIVE TYPE FLASHING OVER ALL OF ROUGH OPENING, 2, SET WINDOW UNIT. SOS STONE ACCENT 3. APPLY 2ND BOTTOM PIECE OF SELF-ADHESIVE TYPE FLASHING OVER NAILING FIN AND BLDG PAPER, COLUMN 4. APPLY SIDE STRIPS OF SELF-ADHESIVE TYPE FLASHING, 44 P.T.POST 5, APPLY TOP PIECE OF SELF-ADHESIVE TYPE FLASHING. SEE FLOOR x SEE FLOOR 4x4 P.T.POST 4x4 P.T.POST PLAN FOR SEE FLOOR PLAN FOR NOTE: LOCATION PIAN FOR LOCATION SELF-ADHESIVE TYPE FLASHING IS A GENERIC TERM. LOCATION SEE SPECIFICATIONS FOR MATERIAL TO BE USED. ' STUCCO FINISW t� � I� STONE FINISH s o fTRIM BELOW TRIM BELOW P.T.WD WRAPPED COLUMNS IMPORTANT: HARDIBnARp ' �? P,T,WD WRAPPED COLUMNS cv (PAINTED) * (PAINTED) � I IT IS THE RESPONSIBILITY OF THE OWNER OR BUILDER TO SELECT PRODUCTS IN I EA -' 2X4 STUDS 2X4 STUDS COMPLIANCE WITH APPLICABLE LAWS AND BUILDING CODES. u" C142X4 STUDS ° o a CD DO NOT USE MURIATIC ACID ON HOMES AFTER INSTALLING THIS WINDOW. THE ACID MAY o DESTROY THE COIL SPRING BALANCE SYSTEM,WINDOWS WILL NOT BE UNDER WARRANTY , 2'-0" IF EXPOSED TO MURIATIC ACID. <,:``,� ca 2'-0" DO NOT LAY WINDOWS FLAT OR STORE IN SUN BEFORE INSTALLING. STUCCO) COLUMN BASE SOS STONE ACCENT STUCCO) COLUMN BASE ALL WARRANTIES NULL AND VOID IF ANY VERTICAL HOLES ARE PUT INTO WINDOW SILL ■ JOB NO. AREA OF ANY WINDOW. PROJ.MGR. COLUMN BASE CROWN CHECKED BY STONE ACCENT COLUMN WINDOW PORCH COLUMN DETAIL ENTRY COLUMN DETAIL ENTRY COLUMN DETAIL TYP FLASHING DETAIL SHEET SHEET ' 1/2"=l'-O" � M(SG. DETAILS SCALE. 1SCALE: 1 1/2'4-0" SCALE: 1 1/2"=1'--0" SCALE: 1 1/2"=1'-0" A�J.``1' L A -� 2- 1 P �.. i rco s � a B .sU i' �~ NAIL W/ 11 10d c° .s . COMMON IN THIS AREA. F m .9 ZQ� o° Q N a U Cl ° VERIFY w/STRUCT. � o ro ° 44"MINIMUM i� o ro y 0 NAILING NOT NEEDED l IN THIS AREA UP TO 16" FLOOR SYSTEM SYP DOUBLE PLATE NAIL W/11 10d COMMON IN THIS AREA. V) ° VERIFY w/STRUCT. 10 m C w PROVIDE MINIMUM 1"END DISTANCE EQUAL NUMBER OF SPECIFIED NAILS IN EACH END63 rr W STRUCTURAL TWO STORY STRAPPING SCALE: 1 1/2"=1'-0" ' � � N � � X 4 O u- WOOD TOP RAIL HANDRAILS SHALL NOT BE LESS THAN 34"OR MORE THAN Ii AS SELECTED BY OWNER&CONTRACTOR 38"IN HEIGHT ABOVE THE STAIR NOSING. ti HANDRAILS SHALL BE CONTINUOUS PER FLIGHT OF STAIRS, Cl HANDRAILS SHALL BE 1,1/2"CLEAR OF ALL ADJACENT ' N FINISH MATERIALS AND ENDS SHALL RETURN TO WALL OR TERMINATE o IN NEWEL POSTS OR 5AFE,TERMINALS. HANDRAILS SHALL BE j 1 1/4" MIN, -2"MAX, 1 112" CLR. 1 1/4"-2" IN CROSS SECTIONAL DIMENSION,OR APPROVED EQUIVALENT, o a2 c z m HARDWOOD TOP RAIL - 'P AND BE SMOOTH WITH NO SHARP EDGES/CORNERS. � a � 0 a u STAIR AND RAILING SUPPLIER INSTALLER SHALL SATISFY ALL STUCCO W/CORROSION RESISTANTBUILDING DEPARTMENT APPROVAL REQUIREMENTS FOR METAL LATH OVER 15#FELT u_ WALL BRACKET THE PRODUCTS THEY PROVIDE OR INSTALL. AT 4'-0" CARPET O.G., MAX. " THE HANDRAIL CONSTRUCTION SHALL BE 2X FRAMING WOOD BASE ` ABLE TO RESIST A LOAD OF 200 LBS APPLIED IN INTERIOR SUBFLOOR / ANY DIRECTION AT ANY POINT ALONG THE TOP RAIL. 1/2"GB 2x BLK'G QIP i J ELASTOMERIC DECKING 0/PLYWOOD SHEATHING. a GUARDRAILS SHALL NOT BE 200 lbs vs� a WRAP 6"UP WALL&ALL PENETRATIONS. =70 LESS THAN 42" !N HEIGHT. ANY DIRECTION � � I INSTALL PER MANUFACTURER'S REQUIREMENTS. �� `, ANY LOCATION Z) v 5QFE STAIR FRAMING a0 O 1WA'-Cr z OPEN RAILS SHALL HAVE INTERMEDIATE RAILS OR U AN ORNAMENTAL PATTERN SUCH THAT A 4"MINz 4"DIAMETER SPHERE CANNOT PASS THROUGH. Mw SEE STRUCTURAL DRAWINGS FOR FRAMING d THE GUARDRAIL CONSTRUCTION SHALL BE 4'SPHEAE o O INFORMATION 5/8"TYPE"X"GB ¢ F` MAv NOT PAS,$ M ,t � cn ABLE TO RESIST A LOAD OF 20 LBS PER THROUGH @ ENGLOBED USABLE z LINEAL FOOT APPLIED HORIZONTALLY ALONG SPACES BENEATH STAIRS < y THE TOP RAIL OR AS REQUIRED BY CODE. 8"SPHERE 17 77 MAY NOT PASS 2x4 STUDS @ 16"OC WALL MTD THROUGH THE TRIANGULAR OPENINGS THIS DIAGRAM AT STAIR TREAD, RISER,& ILLUSTRATES THE BOTTOM SHALL BE SUCH SPECIFIC REQUIREMENTS THAT A 6"DIAMETER OF THE BUILDING CODE SPHERE CANNOT PASS THROUGH, AND IS ONLY AN AID FOR BUILDING DESIGN AND STAIRS STAIRS STAIRS CONSTRUCTION, DECK FLASHING DETAIL GUARDRAIL - WALL DETAIL HANDRAIL DETAIL 5-1' GUARDRAIL / HANDRAIL CODE DATA SCALE: 1 112'0=10-0" SCALE: 1 1/2"=1'-0" SCALE: 1 1/2"-1'-0" SCALE: 1 1/2"=1'-0" FINISHED SURFACE MATCH HEIGHT OF BASEBOARD FINISHED SURFACE EQ,TREADS 3/4"PLYWOOD TREADS 3/4"PLYWOOD TREADS SEE PLA '1` w v 2� < 2x FRAMING EQ.TREADS g " � Q ¢ a GYP. BD. SEELu -PLA '� (y 3/4 coEE w TYP U 1 x10 SKIRT BOARD � Z d LU TYP. ° SQ CL 3/4" w a X uj w TYP ;,e d 5/8"PLYWOOD RISERS (TYP.) EXPANSION XPANSION 2x12 STRINGER 2x12 NOTCHED STRINGER �''' 2x12 NOTCHED STRINGER - GAP GAP-- � b (3 STRINGERS MIN.AT �y (N� TYP EACH STAIR RUN) ti EXPA GAP SIONr� T � 5/8"PLYWOOD RISERS (TYP.) / �y � o 2x12 NOTCHED STRINGER N SECURE NOTCHED STRINGER TO SILLr � N 2x4 SPACER PLATE WITH FRAMING ANCHORS. SECURE n o PLATE TO SLAB WITH SLOT PINS. ALL WOOD IN DIRECT CONTACT WITH c r ri o ro vo CONCRETE TO PRESSURE TREATED OR PROVIDE IMPERVIOUS MEMBRANE SEPARATION AS ALLOWED BY CODE. a E o CL (3)2X12 STRINGERS TYP. (3)2X12 STRINGERS TYP. INSTALL 2X FIRE STOP AT ---- ""` J MID SPAN OF STRINGER (3) 2X12 STRINGERS TYP. JOB NO. STAIRS STAIRS STAIRS STAIRS SHEET TITLE SHEET STRINGER DETAIL FLOOR STRINGER ? LANDING (BOT) STRINGER LANDING (TOP) SKIRT f WALL DETAIL MISC. OETAILS 4 SCALE: 1 1/2"-1'41 3 SCALE: 1 1/2"=V-0" 2 SCALE: 1 112"=I'-O" SCALE: 1 1/2"-1'-0" AD-5 ELECTRICAL KEY _ _ [NOTEELECSYMI Y °' .4 ' ii9 _ .� _ SINGLE POLE OUTLET �,e � .o � 's s ~ PQC DUPLEX CONVENIENCE OUTLET -`a a � DUPLEX OUTLET ABOVE COUNTER a Wp WEATHERPROOF DUPLEX OUTLET o o .y 8 = v M GFI GROUND-FAULT CIRCUIT-INTERRUPTER DUPLEX OUTLET E Vl 5 HALF-SWITCHED DUPLEX OUTLET 8�•+- � $ �' $ aO E a SPECIAL PURPOSE OUTLET/JUNCTION BOX DUPLEX OUTLET IN FLOOR 220V 220 VOLT OUTLET ® OVERHEAD DUPLEX WALL SWITCH $ $ CD r c6 NN N 3 THREE-WAY SWITCH 7 7 rn o 1co�-4 FOUR-WAY SWITCH 0 0 0 0 0 R RHEOSTAT SWITCH w Ld OM DIMMER SWITCH Q REINFORCED JUNCTION BOX L CEILING MOUNTED INCANDESCENT LIGHT FIXTURE WALL MOUNTED INCANDESCENT LIGHT FIXTURE RECESSED INCANDESCENT LIGHT FIXTURE w RECESSED ADJUSTABLE EYEBALL IIII INCANDESCENT LIGHT FIXTURE INCANDESCENT LIGHT FIXTUREff m _0_PC WITH PULL CHAIN I r +►0 EXIT LIGHT .' �� EMERGENCY LIGHT M M FLUORESCENT LIGHT FIXTURE �•L� ~ =*E:J FLUORESCENT LIGHT FIXTURE --------`I WITH PULL CHAIN I N TRACK LIGHT w I I N I 3Nco EXHAUST FAN(VENT TO EXTERIOR) o I I OPT. LIGHT WP 220V WP 220V i Ij 1 I \ EXHAUST FAN/LIGHT COMBINATION M x 11 -_-_-_ (VENT TO EXTERIOR) o0 im LOVA VOLT. GFI - / GFI / EXHAUST FAN WITH HEAT LAMP �� a - SECURITY 72" W/H / a (VENT TO EXTERIOR) 7!2 m 010 30ca.�. 0 CHIMES m� BTM S6° i . 1 0 220V \\ / f i a APB PUSHBUTTON SWITCH (D VENT VP \ ) ° a' S� SMOKE DETECTOR o I c I TO EXCL T. _ . \ O CL CL v \ ° ' a'a HD HEAT DETECTOR a / r r. I / / o \\ 1 e • t Co CO2 DETECTOR ET TILE i �����"" \ : ee QT THERMOSTAT �. .�- .� r f• 'r.� .� a \ o , ,. 'A . Q SPEAKER VENT VP / \ s b PHONE 1 CAT3 -- TO EXT. I \ d a c > H DDC(1-CAT5, 1-RG6) \ ( I ¢ MDC(2-CAT5 2-RG6) GFI I GFI V — — —� — J ELECTRIC METER / � ELECTRIC PANEL �. I — � LU / a XX 1 / / yll IWrJPI II ( / CEILING FAN PREWIRE OPONALc.---_JL-----J GFI .. / '.�-- .-._ ... --.�' // v � /a (PROVIDE ADEQUATE SUPPORT) TIn 1 Tv ® / I UTILITY TUBI OUTLET @ I� / a CEILING FAN/LIGHT PREWIRE j' ' eo (PROVIDE ADEQUATE SUPPORT) N11Z �• I I 42" A.F.F. I � � // - , • I I - I \ SIL L E3 / � I . - MDC P I - - - - - -� _ ELECTRICAL NOTES: �' GFI \ �•� e, ( I [NOTE_ELECTRIC) 1, PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DOORBELL I I DETECTORS AS REQUIRED BY NATIONAL FIRE I � CARPET TILE _ .. •-- •- -I• 1 any PROTECTION ASSOCIATION (NFPA)AND MEETING THE REQUIREMENTS/ / / / I / / `, r• mow~ PROVIDE AND INSOTALL GROUNDF ALL FAULT AU TING ODES / -- - — I i �,�. `T I I I 2. CIRCUIT INTERRUPTERS (GFI)AS REQUIRED BY U Y / I I'' / ° NATIONAL ELECTRIC CODE(NEC)AND MEETING THE r REQUIREMENTS OF ALL GOVERNING CODES, LUZ PH r U u-LU — — — — — ELECTRICAL CONTRACTOR TO PROVIDE REQUIRED U I — — / I I I 3, DIRECT HOOK-UPS/CUTOFFS. f HVAC CONTRACTOR TO VERIFY THERMOSTAT C!]I I I / 4. LOCATIONS. CN I I I I ALL ELECTRICAL AND MECHANICAL EQUPMENT(I.E. u I / I I I 5, FURNACES,A/C UNITS,ELECTRICAL PANELS,SANITARYcy) / I Y�j \ I FL SUMP PITS,I I + I ! I I ARE SUBJECT DRAIN O RELOCATION DUE O FIELDEATERs> CONDITIONS. I I � II I �•� .r•�� I I I _ I FLI I ELECTRICAL DEVICES: ABOVE FINISHED FLOOR: I I •t i _ i i SWITCHES OVER COUNTER . . . , , . . 48"TO CL ( I O WALL OUTLETS OVER COUNTER . . . . 48"TO CL \ WP =J �IIL�J WP REMAINING SWITCHES . . . . . . . . . . 48"TO CL - - _ _ - - - - - .� — FI G I — — — — — _._, — WALL OUTLETS. . . . . . . . . . . . . . . 16"TO CL BATH VANITY BRACKET OUTLET (1"ABOVE TOP OF MIRROR). . . . . 88"TO CL WATER SOFTENER AND SUMP OUTLETS 48"TO CL TELEPHONE OUTLETS. . . . . . . . . . . 16"TO CL TELEVISION OUTLETS. . . . . . . . . . 16"TO CL EXERIOR GFI OUTLETS . . . . . . . . . . 16"TO CL GARAGE GFI(ABOVE GARAGE FLOOR) 48"TO CL FRONT DOOR COACH LIGHT. . . . . . . 84"TO CL '� GARAGE DOOR COACH LIGHT, (ABOVE GARAGE FLOOR). . . . . . 84"TO CL DINING AND BREAKFAST FIXTURE. . . . 64"TO BTM OF FIXTURE FOYER AND STAIRWAY FIXTURE . . . . 96"TO BTM OF FIXTURE THERMOSTAT. . . . . . . . . . . . . . . 54"TO CL DOORBELL CHIMES . . . . . . . . . . . , 84"TO CL o MAIN FLOOR ELECTRICAL DOORBELL BUTTON. . . . . . . . . . . . LEVEL W/ ; . DR HANDLE �: e•�� � KITCHEN WALL HUNG MICROWAVE I ro SCALE: 1/4"=V-0" OUTLET. . . . . . . . . . . . . . . . . . 76"TO CL W m KITCHEN DISHWASHER RECEPTACLE . UNDER SINK ' -o w � � N KITCHEN RANGE. . . . . . . . . . . . . . 24"TO CL y KITCHEN REFRIGERATOR . . . . . . . . 48"TO CL 1 'E S WASHER/DRYER OUTLETT. . . . . . . . . 48"TO CL } 4 Ua mi • JCB NO. 04-Bl-0023 CL=CENTER LINE 1 = FIELD VERIFY Paul's Bay 2=MASTER BATH STANDARD 30"HIGH 1 c.t ��77 �.✓ �,// VANITY TO BE RAISED 4" SHEET TITLE SHEET MAIN FLOOR C -� ELECTRICAL C j ELECTRICAL KEY8 9 [NOTE-ELECSYM] 'n o m �$ SINGLE POLE OUTLET .g U DUPLEX CONVENIENCE OUTLET ° � 7R DUPLEX OUTLET ABOVE COUNTER .9 Wp WEATHERPROOF DUPLEX OUTLET o a S GFI GROUND-FAULT CIRCUIT-INTERRUPTER S wct ' � S N _ � DUPLEX OUTLET g� 0 a � G 9 HALF-SWITCHED DUPLEX OUTLET o a`S g o e a A SPECIAL PURPOSE OUTLET/JUNCTION BOX DUPLEX OUTLET IN FLOOR 220V 220 VOLT OUTLET ® OVERHEAD DUPLEX WALL SWITCH THREE-WAY SWITCH 7 7 7o� Nrn 7 3 co o 4 G7 4 �-4 FOUR-WAY SWITCH R RHEOSTAT SWITCH w LU DM DIMMER SWITCH Q REINFORCED JUNCTION BOX L CEILING MOUNTED INCANDESCENT LIGHT FIXTURE WALL MOUNTED INCANDESCENT LIGHT FIXTURE RECESSED INCANDESCENT LIGHT FIXTURE # T RECESSED ADJUSTABLE EYEBALL F� INCANDESCENT LIGHT FIXTURE (�} INCANDESCENT LIGHT FIXTURE PC WITH PULL CHAIN EXIT LIGHT �+J EMERGENCY LIGHT P H I FLUORESCENT LIGHT FIXTURE FLUORESCENT LIGHT FIXTURE WITH PULL CHAIN TRACK LIGHT :-' ^• N EXHAUST FAN(VENT TO EXTERIOR) o EXHAUST FAN/LIGHT COMBINATION Q� x — — — �.. — �.-- — — --•— — — — — __._ — — — .--_-. — ....-_ .... — .— — — —. — ____ � 2 .. - - _ _ _ � � _ - - - _ Y f _ - - - - - - - -I r - (VENT TO EXTERIOR o '8 LL C3 [-LF.- PH MD / I EXHAUST FAN WITH HEAT LAMP tIt (VENT TO EXTERIOR) c co co / / I CHIMES (D Z ybo pPs PUSHBUTTON SWITCH I � I �� / �'•\ i a SMOKE DETECTOR n � ° I va° a HEAT DETECTOR I r/ / I ® CO2 DETECTOR I / /All I QT THERMOSTAT SPEAKER TV j b PHONE(1-CAT3) DDC(1-CATS,1-RG6) MDC(2-CAT5,2-RG6) 4 SD ELECTRIC METER ELECTRIC PANEL TV ® '\ I I — — — _ — — — — — — — I CEILING FAN PREWIRE \ I (PROVIDE ADEQUATE SUPPORT) I •1 I I I � '. � � •� � . Q I I VJ U I I CEILING FAN/LIGHT PREWIRE I I TTT I (PROVIDE ADEQUATE.SUPPORT) ■ ■�ww� — — — — — PM i ELECTRICAL NOTES: I rl MD I [NOTE-ELECTRIC] I 1• PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS AS REQUIRED BY NATIONAL FIRE I PROTECTION ASSOCIATION(NFPA)AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES cz PROVIDE AND INSTALL GROUND FAULT III I 2. CIRCUIT-INTERRUPTERS (GFI)AS REQUIRED BY I I III NATIONAL ELECTRIC CODE (NEC)AND MEETING THE -'e9 REQUIREMENTS OF ALL GOVERNING CODES, ELECTRICAL CONTRACTOR TO PROVIDE REQUIRED i 3, DIRECT HOOK-UPS/CUTOFFS. HVAC CONTRACTOR TO VERIFY THERMOSTAT 4, LOCATIONS, III I I ALL ELECTRICAL AND MECHANICAL EQUPMENT(I,E, III I 5, FURNACES,A/C UNITS, ELECTRICAL PANELS,SANITARY 4c SUMP PITS,H III I I CL ARE SUBJECT I LE O RELOCATIONAWATER HEATERS) DUE TO FIELD MDC I CONDITIONS, a � III I III I ELECTRICAL DEVICES: ABOVE FINISHED FLOOR: o Iii I SWITCHES OVER COUNTER . . . . . . . 48"TO CL I WALL OUTLETS OVER COUNTER . . . . 48"TO CL I I I REMAINING SWITCHES . . . . . . . 48"TO CL ._ _ _ _ - - _ - - _ J WALL OUTLZTS. . . . . . . . . . . . . . . 16"TO CL BATH VANITY BRACKET OUTLET (1"ABOVE TOP OF MIRROR). . . . , 88"TO CL WATER SOFTENER AND SUMP OUTLETS 48"TO CL TELEPHONE OUTLETS. . . . . . . . . . . 16"TO CL TELEVISION OUTLETS. . . . . . . . . . . 16"TO CL EXERIOR GFI OUTLETS . . . . . . . . . . 16"TO CL GARAGE GFI (ABOVE GARAGE FLOOR) 48"TO CL FRONT DOOR COACH LIGHT. . . . . . . 84"TO CL GARAGE DOOR COACH LIGHT, ' (ABOVE GARAGE FLOOR). . . . . . 84"TO CL DINING AND BREAKFAST FIXTURE. . 64"TO BTM {iJ° OF FIXTURE FOYER AND STAIRWAY FIXTURE . . . • 96"TO BTMc a OF FIXTURE ` j THERMOSTAT. . . . . . . . . . . . . . . . 54"TO CLr DOORBELL CHIMES . . . . . . . . . . . CALD �' L � R ELSCTRI . 84"TO {. DOORBELL BUTTON. . . . . . . . . . . W1 LEVEL W/ ry' r � Q DR HANDLE KITCHEN WALL HUNG MICROWAVE r SCALE: 1/4"=V-0" OUTLET. . . . . . . . . . . . . . . . . . 76"TO CL f. [Wn. LL 4:. KITCHEN DISHWASHER RECEPTACLE UNDER SINK KITCHEN RANGE. . . . . . . . . . . . . . 24"TO CL y � = ai KITCHEN REFRIGERAT.QR . . 48"TO CL a LL a WASHER/DRYER OUTLET, , , . , . . . . 48"TO CL • JOB NO. 04-B1-0023 GL=CENTER LINE Paul's ����� r B 1 =FIELD VERIFY y 2=MASTER BATH STANDARD 30"HIGH VANITY TO BE RAISED 4" SHEET TITLE SHEET SECOND FLOOR ELECTRICAL E1 .2 L NOTE: UNLESS RULED OTHERWISE BY THE SOIL ENGINEER OR CONSTRUCTION PROFESSIONAL THAT IS FAMILIAR WITH THE HISTORY OF THE SPECIFIC CONSTRUCTION m U SITE, THE UNDERSIGNED ENGINEER RECOMMENDS THAT AT LEAST TWO (2) 25 ft, DEEP SOIL BORINGS BE PERFORMED AT THE CONSTRUCTION SITE FOR THE PURPOSE N c OF EVALUATING THE DEEP SOIL CONDITION AND TO INSURE THAT THE SOIL o RGANIC SOIL, DOES NOT CONTAIN POCKETS OF UNSUITABLE SAIL (I.E. O $ c E UNCONSOLIDATED CLAY, ETC.) THAT MAY CAUSE FUTURE DETRIMENTAL T STRUCTURAL SETTLEMENT. g HOWEVER, 6 ft. DEEP SOIL BORINGS SHOULD BE PERFORMED 1"0 ESTABLISH 211 U THE DEPTH OF SOIL EXCAVATION AND BACKFILL. NUMBER OF BORINGS SHALL p BE RECOMMENDED BY THE SOIL ENGINEER. IF NO DEEP SOIL BORING INVESTIGATION IS PERFORMED (I.E. 25 ft. DEEP SOIL BORINGS) THEN THE UNDERSIGNED ENGINEER ASSUMES THE FOLLOWING: THE UNDERSIGNED (LE. ENGINEER) HAS NO KNOWLEDGE OF ANY SUBSURFACE SOIL CONDITION REPORT, THUS, ALL FOOTINGS ARE DESIGNED AS SHALLOW FOOTINGS BEARING ON SOIL THAT POSSESSES A MAXIMUM BEARING PRESSURE OF 2000 PSF. IF CONTRACTOR FOUND ANY DIFFERING CONDITIONS EITHER THROUGH SOIL REPORT OR SOIL REMOVAL, THEN ENGINEER OR UNDERSIGNED SHALL BE NOTIFIED AND POSSIBLE, FOOTING DESIGN REVISIONS N N C0 (I.E. MAT FOUNDATION,OR PILE FOUNDATION) MAY HAVE TO BE IMPLEMENTED 'c d) PRIOR TO COMMENCING WITH FOOTINGS WORK, C O " " " o 0 o w , w co 45,_0" 25'-0" " 31'-0" 3'-3y" 10'-8 4'-0" 7�" 4'-p" 11%" 3'-6" " 1 (2) 4" CO A/C PADS 1 2 1 - `9�„ 2_8 4'-3” 6 3 10 OPT. PAD w/ DOOR N BL.00K CH kNGE I I I � HB � I I po O 0 LL coNr..e _. ...� — ........� — .r— �. ... .,.. -.... .,... -....—,. .�. .,.. .,— .,,.. �— —I— — — — •.._ i�--, I —.. .r,� ..r _.y r—w ..,,.�� .�,�...�.....,-.. �,r — .r�. ..r .�. �. .,... ,....�.. .,... ...�. d q. - 4 e I '� N P 1 II 1 1 YY ^ vZ� ror � JAG ZZI •• R M ► i I I MST R R I oda N . 2'_11" Aqc ss� i 4 e . o :t I _ o ° g r t I N I i u — j J I 01 3'—On r I I A I I r ------ -- — R Se it li p SLOPE 2"EIR I A a R R BLOCK CHANGE I t I ; ��—�. I I 1 I i yI' C/) I o a I ' I \ I r I 1 I I ( I� _SII I „ 1��7 CXR J i I W/S P i i D/�P I I I a0011 N 9. 24—2 — I I ---J 1 _ I 1 ., OPTI NAL'-- — ._ ..�_ I I I q 4 ° UTILI TUB 4.1 ''3'-3" 2'-10"� 4'-n" . I 24'-7 2* 4 I I I BLOCK CHANGET' I ° ' N J rt Nn I I ( NOTE: ALL ANGLES ARE 45° ' 1 I _ _ _ _ _ _ _ _ _ - - - - - - - I 4'-5" I I UNLESS OTHERWISE NOTED .,�— - / u _.I� (2) GONG. STEPS — r W/ 10" TREADS R -co ln SLOPE 1" I .9 I I I � �------ 1�p-51/2" rCONC. SLAB W/ ; DNV N Uwv J--- " I 6 x 6 NO. 10 WWM OR FIB RMESH. 1 � ► !— I I REINF. OVER VAPOR BAR IER �, 1 'I ow I I I OVER CLEAN COMPACTE N o �` ;-;`'�� I �, I r —J I STEPS TO GR DE TSPS TO GRADE I TREATED FILL I I 0-0 FIN. FLR. I I 1 ��,(� I I REQ'D BY CODE EP'D BY CODE 1 3'.,xi' I a Z� A I I SLOPE1" „ I I I I ( I I I 5 1/2" R ��' I I Q 0 I co R I I ® i i BLOCK CHANGE �. _ . .�. r— _. .,._. - --- - -- - _ —_ ._ __ _ . _ _.._ — — — — — .._.� .._. ..... — _ ._ — —— — — —— — — — — — — — -- — — —— —— — — — — — — — —— — — —— — — —— — — — — — — —— — — —— — — -- - ---- - - - - - BLOCK CHANGE HIB 0 �j� 24'-5y" 12'-11 16'-7y2' 2'-0" 6P_0„ rp 4 54'-0" 8'-0" 0 � u 70'-0" . Vis. , g CONCREFOUNDATION5 � P W�� y U. M SCALE: 1/4"4-0' ` .:. `' ,,.;,, =' : a o co a u a s JOB NO. 04-Bl-0023 Paul's Bay ,• �r, SHEET TITLE SHEET .•���'I Vli� y•. FOUNDATION • „ LJG E PLAN ENGINEERING INC. O� ;.,.,• :. LOUIS J. GABRIEL P.E. # 39476 419 SOPHIA TERRACE ST, AUGUSTINE FLORIDA 32095 •,y �l off.-* P SCHEDULE "Aft TABLE FOR SHEAR WALLS FRAMING ROOT. TRUSSES, STRAPPING SCHEDULE TO TOP PLATE OF . BEARING ''VALE (PRE' GROUND FLOOR N�lNEtRED FRAMING) ' ( ) UTTV131K0 ''ALl. r- � . .,. .. NTHE SHEAR OTED N TREATABLE:TABLE WAS ESTABL1STiEij ASSUMING THE FOLLOWING CRITERIA UNLESS OTI LERWISE • � � � � � � `2 TRUSSNa, OR ;.UPJFT.. TRUSS TO TOP s a A WOOD SHEATING TO STUDS NAILING SHALL BE Fad COMMON NAILS. DESIGNATION ,* (Ir�S) ' PLATE OR TO STUD • TOP PLATES TO ,FQpT1NGS 83 GYP. BOARD 1'O STUDS NAILING SHAH BE 5d do 6d COLLIER NAILS FOR 1/2" & 5/8" THICK L3OAf2t) - •.-.._..�.....r RESPECTIVELY. - - -wcW ALL TRUSS ENDS EXCEPT ONES d- 6900 142'.6a 5T'6eL R0,!P!5 SPACED AS ' SHEATHING TO S1UDS FLOOR TO FLOOR OUTLINED BE1 QW SHOWN ON SHEET REQp, SINGLE OR # 5-3 DESIGNATION SHEATHING DOUBLE SHEATHING NAIL SPACING ANCHOCZ SPACING $ � r� ro cn o O P 0 Q Q C 3,C4/9r�1{• 3,Flz, � � ,7/16» oss SINGLE s" / 12" s0" O.C. C7 � H3 "14 (BLOCKED) ❑ e 6O1 - 120,o STEEL RO,,�S•SPACEO ASc') w SHOWN ON SHEET #5-3 © 7/16" OSB SINGLE 4" / 12" 60" a.C. - (BLOCKED) Q 7/wr OSB SINGLE 3" / 12" 36" O.C. k k (BLOCKED) V) • � A% CIZ/0 r0 �Znl, -H75a3)teo-rAu SINGLE 2" 12" z4" O.C./1sOSB I C (BLOCKED) ,; HYT2z, s�mPsolv� HoMDOWM 'k NAIL PANEL EDGES ONTO DOUBLE S1UDS. ',IL's=AQP epOXY GROuTeDBOLTS-CpsligkeADM PD%10 ACHIEVE REQUIRED BOLT SPACING. a` *s ADDITIONAL NOTES: -M 0 1) FOR LOCATIONS CLOUDED AS INDICATE LOCATIONS WHERE HEADER BEAM SHALL BE BOLTED PER DETAIL "B" ON SHEET 15 Lt I I 2) ALL EXTERIOR WALL OPENINGS OTHER THAN THOSE MENTIONED ABOVE SHALL BE BOLTED PER: DIETAIL "E" ON SHEET � p III �� I 3) ROOF TRUSSES SHALL BE STRAPPED TO TOP PLATES OF BEARING WALLS AS SHOWN ON011%� (9 1 N 21 Z Ip O L11x1� `% A - - i i� \� 'y SCHEDULE "A" ON SHEET 1-5-3. STRAPORCFS. LL BE ADEQUATE TO RESIST SHEAR FORCES x [ [t zxta �+L �� ACTING SIMULTANEOUSLY WITH N � Q / - a) LpcATla s cGousaE.9 �S L( x1�9RcAf'� Locr?7lo,,l� .0taEPS , — . Cz ZxIo -y ' ��KIM 13 �1 + 0n L. +�C�� E Ir' -Zt�- ll lr a�. O o 4 � LL o 4 A N N I I \ 1 N V (5 N 5) FOR LOCATIONS CLOUDED AS INDICATE LOCATIONS WHERE WOW POSTS SHALL BE STRAPPED a e 4' AT TOP & BOTTOM AS SHOWN ON DETAIL "A" ON SHEET ° •. e 6) LOCATIONS GI Uu9Ea AS ��NAIL B STr�f�(�pr9 �ER '��7F11L "(�" Ut~ N I SWEET 5-N del .+w r 4 V N \\ 04.4 - r) _. , .. N9IGATEs 1'100 r0,sls (�Irz��125 �� i3� do ri ! -S,GNC,9r A6?wf1TC-94, LEZtG� 9�1oi11L.g S f*�J� � ash C L1 Z X 12 _. ..... ..._ � i l � }C I� I r+- i i i � _ � // ly��• 4: . 1�x� I �tV / ° t 44 d Was— • / 03,13 "�`��,,�4� _ �. _ + H`ll-� .. •- I• k I Nary A erl k I I ,�1 elk -�j C "[- rP �, �t Bearing Studs Requirements For Beams/Girders: I 1- LVL Beams Or Glu. Lam. Beams , See Framing Plan On Sheet S-2. = % L F�11 2- Solid Sawn Lumber, Use (2) Kings For Flush Beams Or(2)Jack Plus (1) King For Drop BeamsI Y puss alL F4 I 3•�s �I I �xG �usT oI �y I 11 tj 10 P I 1 I I n� � �. .�c�)z.xlL Pori USE (2) ROWS OF 10d COMMON C�1tX�o (L)Zx10 (Z)u10 �X1Z• NAIt'5 0 12" O.C. � \ �'�,J 2 TYPI9,L--OF-(2)._ 2",x-..6".THRU_..(2� 2"..x_.12" SOLID SAWN LUMBER USE (3) ROWS �} w OF 12d COMMON _ NAILS 0 12" O.C, ( ; Ci STAGGER NAILS lu ON BOTH SIDES, TYPICAL OF (3) 2" x 10" THRU (3) 2" x 12" SOLID SAWN LUMBER w r~ fV� [V l� ppt LL d USE (3) ROWS USE (2) ROWS OF 1 MON I/2"0 A307 MAaUKE F � � o � � 2d COM � [ OF 12d COMMON — BOLTS w/ NUT NAILS © 12" O.C, ' NAILS 0 12" O.C. 2"0 STEEL 'NA5i fg r STAGGER NAILS ® 12" 0 C F . 0. o 0. J. w ON BOTH SIDES. JOB NO. - — Ob-pi-0023 (2) 1-3/4" PLY LVL (3) 1--3/4" PLY LVL (4) 1--3/4" PLY LVL Paul's B a y +I1111111rrllr,r { �.. MEMBER SHEET TITLE SHEET '" '.•••••.., LJG ENGINEERING, INC. u 1 pL E M BER C©NNE C T I ON D E T,4��.. .••��111' �'%,i LOUIS J. GABRIEL, P.E. # 39476 MAIN FLOOR 419 SOPHIA TERRACE ELECTRICAL ST. AUGUSTINE FLORIDA 32096 "!�V� 1 Teed d 1s