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Home My WebLink About37547-Z a ;7yy7 H U SHEET DESCRIPTION a A001 TITLE SHEET A031 FIRST FLOOR DEMOLITION PLAN A101 FIRST FLOOR PLAN x A102 SECOND FLOOR PLAN A103 ROOF PLAN 0 A201 EXTERIOR ELEVATION ® A202 EXTERIOR ELEVATION A203 EXTERIOR ELEVATION A401 WALL SECTIONS A431 CONSTRUCTION DETAILS A501 WINDOW SCHEDULE A502 EXTERIOR DOOR SCHEDULE E101 FIRST FLOOR ELECTRICAL PLAN S100 FOOTING PLAN S101 FOUNDATION PLAN S111 FIRST FLOOR FRAMING PLAN - LEVEL ONE S112 ROOF FRAMING PLAN - LEVEL ONE P101 PLUMBING DIAGRAMS PERMIT SET MIDDLE FARMS 3732 CUY MINT ROAD,RSHERS ISI-AND,NY OpED A �5 g D. yt 9T 0 9q8^,yC F OF NEN KINLIN RUTHERFURD ARC 330 WEST 33TH STREET,SUITE 1000 NEW YORK,NEW YORK 10013 MIDDLE FARMS ADDITION 8732 CLAY POINT ROAD N FISHERS ISLAND, NY TITLE SHEET N a PROJECT: 179 SHEET: N/A U a .1 P. W DEMOLITION LEGEND EXISTING WALLS TO REMAIN C EXISTING WALLS TO BE DEMOLISHED G N O N I- 'il I DECK DINING ROOM SCREENED ® ® PORCH ii J ILL_-- I I O MODIFY EXISTING) �/ POWDER WINDOW OPENING I ROOM TO ACCOMMODATE NEW DOOR OPENING I I / KIT® REMOVE E X 15 T N G � — — — — — — — — WALLS, DOORS AND WINDOW AS SHOWN RELOCATE BAR SINK LIVING F® REMOVE LOWER ROOF CL AS NEEDED TO ACCOMMODATE — NEW CONSTRUCTION _ _ _ = BED® 1 BEDROOM 2 PERMITSET 08.15.12 UP WE GL CL — 9 MIDDLE FARMS 8732 CIAY POINT ROAD,FISHERS ISU D,NY LAUNDRY VES® CL BATH 2 BATH 1 CPRO LRED AR it C I oy — — — — — — — JVD. L— — — — — — — — — — — — — Z 29 �; OF (MENN KINLIN RUTHERFURD ARCHITECTS, PLLC 330 WEST38TH STREET,SWTE1DO6 TEL 1212168$2988 NEW YORK,NEW YORK 10018 FM (775)582-1736 V N N � FIRST FLOOR Fi w DEMOLITION PLAN 01 FIRST FLOOR DEMOLITION PLAN A-03 a/1e.ep-0. O PROJECT: 179 SHEET: N/A U ..1 0.i H CONSTRUCTION LEGEND W NEW CONSTRUCTION EXISTING WALLS TO REMAIN SO SMOKE DETECTOR P4�� OG CARBON MONOXIDE S Q/[LEyl DETECTOR N EXHAUST FAN 0 ® HB HOSE BIB A 43'-3j" — — _ — — — — _ _ _ _ _ HATCHED AREA INDICATES EXISTING CONSTRUCTION g —ea INSTALL FLAT CEILING IN HALL, EDGE OF EXISTING DECK MASTER BATH, OFFICE AND PASSAGEWAY EDGE OF EXTENDED DECK INSTALL NEW STEPS AND RAILINGS TO MATCH EXISTING INSTALL PIVOTING ALUMINUM COVER. NON-HATCHED AREA INDICATES rN HARDWARE TBD. NEW CONSTRUCTION n NEW DECK E%TE 28'-11j" EX 77 12' 5- '" e'-D" 1 4— 02 m 3 - A40 -1 105 1 2 9'-3g^ __ •I N Z Im r .n n OFFICE r— — — CL R 102 !i 102 MASTER a BEDROOM EO 4'-0" _ _ _ HALL °i PASS GEWAY r TOM12'-1j" I a o G3EG NEW Fl `F 101 O El£V i0 MATCH TCN WSTN6 N 15-8E{ NY< f NEW HNISHIROCR o^ m 2.- " iD3 EMISTNG Mpitll '. i— 1 LJ � CL m rvnG r'>w m1 - �mj CL ;1 1 r MASTER tD1 f PERMIT SET 1 s m BATH ) ! CL �m NEN lA. MIDDLE FARM C OSET i v !I � N 8732 CI Y POINT ROAD,FISHERS E 101 _ 8'-5 " 15'-5j" e'_0" 8'-0" 28'-11j" 12' O" a tEpED AaD1 ❑ _ 13 � �S�JpF.D.. NEW INSTALL GABLED CEILING INSTALL ACCESS RAMP IN MASIER BEDROOM NEW UNDER-MOUNT BATHTUB WITH STONE DECK INSTALL NEW WALLS, WINDOWS, INSTALL NEW VANITY I 2 DOORS AND CABINETRY AS SHOWN WITH 2 LAVATORIES D2 A INSTALL 2 NEW RECESSED MEDICINE CABINETS. FOF NE FUR OUT WALL IN NEEDED PI AL INSULATION RECESSED CABINET AND TYPICAL INSULATION IN EXTERIOR WALL INSTALL NEW TOILET INSTALL BLOCKING IN WALLS FOR GRAB BARS. SEE ELEVATIONS FOR ALL BLOCKING LOCATIONS RELOCATED NEW DOUBLE SINK INSTALL LANDSCAPE TIES TO MATCH EXISTING KINLIN RUTHERFUR I 33O WBT38V STREET,SURE 1� NEWYORK,NEWYORK 10016 NOTE: VENT ASSEMBLY FOR NATURAL VENTILATION TO BE INSTALLED AT BOTH A` GABLE ENDS (SEE SHEET A301 FOR DETAILS): 1. INSTALL CUSTOM ALUMINUM STATIONARY GABLE VENT WITH BIRD AND INSECT SCREEN. 2. INSTALL PIVOTING ALUMINUM COVER ON INTERIOR SIDE. 3. PIVOTING HARDWARE AND LOCK SYSTEM TBD. 'v N N NOTE w 1. ALL WINDOW ANO DOOR SCREENS qRE TO BE COPPER FIRST FLOOF L7 0 01 FIRST FLOOR PLAN PROJECT: 179 SHEET: N/A U U H. O HATCHED AREA INDICATES EXISTING CONSTRUCTION NO WORK TO BE DONE ON THIS FLOOR 01 SECOND FLOOR PLAN U NEW ROOF TO MATCH EXISTING NEW LOWER ROOF TO MATCH- EXISTING LOWER ROOF O SC 01 ROOF PLAN U a W F U U a N O N NOTE: ALL WINDOW AND ODOR SCREENS ARE TO BE COPPER NEW ROOF TO MATCH EXISTING NEW LOWER ROOF _ _ — -- --- —_ __ ——' — — - __ — — - MID-PONT OF TAum R%W MAIN ROOF TO MATCH EXISTING _ Face 3T-1y (ABOW SEE LEVEL) _ _ _ _ __ _ ❑ ❑ ❑ ❑ Ll El _ Y+ _ _ W EIEV p•AR15GE _ �O FZW %NW ^ W F SECDNO ROCR S. _ vN W90 El£V R SY lk NEW GUTTERS ❑ ❑ ❑ / - - - - - Rim ~ 3r w TO MATCH EXISTING - O -- 2 /O - - _ - - \\ - ❑ - _ _- ❑ — — ❑ a� PERM Elo NEW SHUTTERS \ _ — 0 Elo TO MATCH EXISTING _ — __ - EIS¶NO FIXIRSISTEGTRNCL.D-FINISHFLOOR ELEV. - - — --iP0F E MIDDLE F TO MATCH EXISTING eOO BTSP CLAY PONT ROAD.CN AVERAGE - (ApOVE SEE IE4£L) NEW SIDING TO MATCH EXISTING INSTALL LANDSCAPE TIES BOARD AND TO MATCH EXISTING BATTEN SIDING Nf KINLIN RUTHEE 3W WEST 38TH STREET,S NEW YORK,NEW YORK]DC O M [V N W F EXTERIOF a 01 SOUTH ELEVATION a/1C=P-o• PROJECT: 179 SHEET: N/A U a a a m H U 6 a N O N NOTE: ALL WINDOW AND DOOR SCREENS ARE TO BE COPPER TO RIOCE ECEV MID-POINT OF TAUg00F ELEV. 3]- _ - IEYEL) NEW ROOF PITCH (ABOVE SEE TO MATCH EXISTING MAIN ROOF NEW ROOF RAKE DETAILS - - _ - - - - - - - -- - - moo— - ---- - _ — _ _ _ R IME TO MATCH EXISTING N - -- ELEV iA_s LL NEW GUTTERS o TO MATCH EXISTING tn� z� L1W SECOND ELDOq SF, d.. W ELEV. Y'-]i• V ❑ w� ¢a �o 705 tOfi �OF O II O E -- - - - - - F - E%ISTNG RRST RWR SF r 0- EMIS 0 £ AVERAGE E%IEDNG MADE ELE¢ 15-0 (AROVE SEE LEVEL) VENT ASSEMBLY FOR NATURAL VENTILATION TO BE INSTALLED AT BOTH NEW SIDING TO MATCH EXISTING GABLE ENDS (SEE SHEET A301 FOR DETAILS): BOARD AND 1. INSTALL CUSTOM ALUMINUM STATIONARY GABLE VENT WITH BIRD BATTEN SIDING AND INSECT SCREEN. 2. INSTALL PIVOTING ALUMINUM COVER ON INTERIOR SIDE. 3. PIVOTING HARDWARE AND LOCKING SYSTEM TBD. K 33 NE V n (V I[N�y is W E 0 01 WEST ELEVATION a/le•.r-u• — Pf S! U a OR ORE~ U U FG N O N NOTE: ALL WINDOW AND DOOR SCREENS ARE TO BE COPPER r.a WOGE EIEV 31- NU-PONT OF TALLER ROA . SI 3T-]OF (ABOW YE 3EE IEVEL) NEW LOWER ROOF NEW ROOF TO MATCH EXISTING TO MATCH EXISTING MAIN ROOF M -- _ ❑_ ❑ ❑_ ❑ ❑ ❑ - ❑__ = �_ _ = 0 - � = - - 0 rd _ _ - EIEV..O.Afl15CE K O Ll -, Z i _ p2� _ =No ELRO EV. I Wli <O W so _ ❑ -- _ ❑ ❑ _ ❑ = ❑ ❑ ❑ ❑ ❑ NEW GUTTERS PERMITSEF o�00 - / - TO MATCH EXISTING rc _ NEW SHUTTERS 0 I j i TO MATCH EXISTING Etl5¶N GRST ROM-0-MIDDLEFARMS6732 WY POINT ROAD,FISHERS p,NY 0 r O - AYFAACE Ep5➢N6 GRADE ELEV. Ib-0 (ABOVE SEE LEVFLJ -- — DA 5 � 2 '( NEW EXTENDED DECK TO MATCH FINISH FLOOR ELEV. EXISTING TO MATCH EXISTING 2 NEW SIDING TO OF .,z MATCH EXISTING BOARD AND BATTEN SIDING KINLIN RUTHERFURD ARCHIL 330 WMT38TH STREET,SLATE MOO NEW YORK,NEW YORK 10010 Q EXTERIOR ELEVA- F EW GV 0 1 NORTH ELEVATION p 0 PROJECT: 179 SHEET: N/A >r a J J J ROOF PITCH TO ROOF PITCH TO MATCH MATCH EXISTING EXISTING PORCH ROOF MAIN ROOF I - ----- NEW GUTTERS NEW GUTTERS TO TO MATCH EXISTING ------ % MATCH EXISTING 1 1 1 1 1 1 1 1 1 , % 1 1 OS 1 1 O A431 1 1 2X6 ®16"OC WALL F 1 1 z FRAMING -- r� x 2X6 ®16"OC WALL 1 1 N w' FRAMING ; ; w 04 1 1 o s ,- O O o O6 1 1 K = A431 1 1 F O 1 x I 1 1 x > 1 1 w ¢ 1 a w ' 02 wo w A431 4 � - m I� �% N N 1 1 ' PERMITSET 08.15.12 1 1 2115"Xjj%" TJIm21O 1 1 1 @16" O.C. p 2ks"X11iV TJIm210 r 1 ° F_ F= ®16" O.C. o (2) 13/4'X1 P/"LVL '-� r� x ¢ ' F F (2) 13/4'X11%"LVL _� _¢ MIDDLE FARMS 10" POURED777 777 =o wZ 8732 our POINT ROAD.FISHERS Ifiwm,NY CONCRETE WALL —IIIIIIIII—III °- 10" POURED MD 0 CONCRETE WALL 12"X24" POURED l l z 3 12"X24" POURED J CONCRETE FOOTING O� _ 3 z I I I I=I I I I I 1=1 I I- z z N CONCRETE FOOTING —III-1 1 1-1 I I—I I I I P7 N In F w - III—I I I I I-1 I I- z o = 01 • o o" o x =III= =III 0� t= w PED Aq A431 III I--III—III=III v_z H A431 - III III—III III—III- F I, p U C T -II Iy II Iy I1I =III—III o o¢ —III=III—III=III g o M z � O �` - - III-III- w wO < -III-III- -III-III= m F 0 3� o - -II =i =Ili-III I1=Ili- � 0 III—III- FN —IIIIII—II III— —III=1 III—I1—III II III 1I1=-i I I I--i -111=111 �-IIIIII--IIIIIIIII--IIIIII-III , KINLIN RUTHERFURD ARCHITECTS, PLLC 330 WEET39THSTREET,SUITE1005 TEL(2121695 298A NEW YORK,NEW YORK 10019 FA%:(77 5)592 17 36 02 WALL SECTION 01 WALL SECTION WALL SECTIONS PROJECT: 179 A-401 SHEET: N/A i u ,. 5 4" a GWB 2X6 FRAMING / R-21 BATT INSULATION / 3/4" EXTERIOR GRADE PLYWOOD AIR & VAPOR BARRIER BOARD & BATTEN SIDING / TO MATCH EXISTING 2X6 WINDOW HEADER x3/4'X4" ACTUAL WOOD TRIM WINDOW CASING TO MATCH 5 EXISTING d" Y2° INSULATION N SIN o -IN N DOUBLE HUNG WINDOW SHINGLES TO MATCH EXISTING ROLL ASPHALT MEMBRANE TO ICE & WATER SHIELD MATCH EXISTING LOW ROOF CONTINUOUS AT EDGE ICE & WATER SHIELD 30# BUILDING FELT CONTINUOUS AT EDGE 3/4' EXTERIOR GRADE PLYWOOD 30# BUILDING FELT GUTTER TO MATCH EXISTING 3/4" EXTERIOR GRADE PLYWOOD GUTTER TO MATCH EXISTING 2X8 RAFTER BEYOND 2X12 RAFTER 2X ' R-38 BATT INSULATION 3/4' EXTERIOR GRADE PLYWOOD 3'a" TRIM 3/4 TRIM R-38 BATT INSULATION TRIM BOARD TO GWB MATCH EXISTING (2) 2X6 TOP PLATE WOOD SILL (2) 2X6 TOP PLATE 59' GWB %4, EXTERIOR GRADE PLYWOOD - 2X6 FRAMING 3/4"X4" ACTUAL WOOD TRIM BOARD & BATTEN SIDING TO BOARD & BATTEN SIDING TO GWB N - MATCH EXISTING MATCH EXISTING (2) 2X6 2X6 FRAMING :IN 3/4" EXTERIOR GRADE PLYWOOD 2X6 FRAMING R-21 BATT INSULATION R-21 BATT INSULATION �' R-21 BATT INSULATION / 4„ 2X6 WINDOW HEADER 2X6 DOOR HEADER WINDOW CASING TO 1^ MATCH EXISTING DOOR CASING TO 241—WINDOW SILL TO MATCH Y2" INSULATION MATCH EXISTING EXISTING Y2" INSULATION " EXTERIOR GRADE PLYWOOD DOUBLE HUNG WINDOW AFRENCH SLIDING DOOR IR & VAPOR BARRIER BOARD & BATTEN SIDING TO MATCH EXISTING PERMIT SET 06 t' TYPICAL WINDOW DETAILS 05 EAVE DETAIL AT MAIN ROOF TYPICAL 04 DOOR HEADER DETAIL AT NEW ENTRY a' = -0' x-1/2' = 1'-8' 1-1/2' = l'-0' MIDDLE FARMS 9132 CIAY MINT HOAR,ISHERS ISW D.NY BOARD & BATTEN SIDING TO7„ #5 VERTICAL REBAR 6 MATCH EXISTING $ AIR & VAPOR BARRIER 1 34 FROM INT.•FACE (TYP.) \�'tEP�D. 2, 3/4" EXTERIOR GRADE PLYWOOD G 2X6 FRAMING FRENCH SLIDING DOOR ., 10" FOUNDATION WALL Jy CJI R-21 BATT INSULATION ° ° WATER PROOFING MEMBRANE 2X6 BOTTOM PLATE - FINISHED FLOORING ° GWB i 3/4' SUBFLOORING 2948 yOt FINISHED FLOORING °° #5 REBAR OF NE'N 3/4" SUBFLOORING R-38 BATT INSULATION SLOPE TOP OF FOOTING - - -- - __ Y2" EXPANSION JOINT ° < ° WITH MORTAR -- - -- - - - -- ---- - - ° GRAVEL R-38 BATT INSULATION _ � CONIC SLAB ° ° 5 FOOTING DOWEL EA. 21is"X11/8'" TJI®210 ®16" O.C. 1" 10 # 2YI s"X1 P'y" TJI®210 ®16" O.C. I " BEYOND VAPOR BARRIER VERT. W/ 24" LAP BEYOND BOARD & BATTEN SIDING TO MATCH EXISTING ALTERNATE HOOKS KINLIN RUTHERFURD ARCHITEC (2) 13i'4" X 1136" LVL '/ 2 13/4 X 111/(3 LVL NMYDRK.Nh YTREET,SHHE 1888 TEL ( ) � (� � 4" DRAIN PIPE rvexvoRN,xEwveRR lHm9 FAK 3/4" EXTERIOR GRADE PLYWOOD 2X10 PT SILL PLATE 5/8" ANCHOR BOLT n ` III PT 2X10 LEDGER ® 48" O.C. W/ 5" EMBED. d PT 2X10 SILL PLATE (REFER TO CMECPK SHEARWALL10" GONG, FDN. WALL PLAN FOR SPECS.) ° , 5/8" ANCHOR BOLT #5 REBAR ° °° ® 48" O.C. W/ 5" EMBED. (REFER TO CMECPK SHEARWALL #5 VERTICAL REBAR ° PLAN FOR SPECS.) ° ° 24" O.C. (TYP.) ° N 3" FROM INT. FACE (TYP.) ° ° #5 REBAR a r ° N #5 VERTICAL REBAR 6" GRAVEL TYP. ALL 10" CONC. FDN. WALL ° ° 24" 10.0. (TYP.) ° 3" S�n w 3" FROM INT. FACE (TYP.) 10" AROUNDBCONTINUOUS AR TYP. CONSTRUCTION DE w WATER PROOFING a ° WATER PROOFING 2'-0" MEMBRANE JL° 101 MEMBRANE o 03 FOUNDATION WALL DETAIL TYPICAL 02 FOUNDATION DETAIL AT NEW ENTRY 01 FOOTING DETAIL TYPICAL I-t/2' - t'-0' 1-1/2' - t'-0' I-I/2' - I'-0' 0 PROJECT: 179 A-4, SHEET: N/A U J rl F WINDOW SCHEDULE U FIRST FLOOR Rough Opening Size Jamb Casing Divided Exterior Window# Room # Rm Name Type Manufact. Product # Description Width Height Depth Type light Screen Hardware Cladding REMARKS 101 M. BEDROOM A MARVIN (3)CUDH3024 DOUBLE HUNG 9'41/8" 4'-8 7/8" Y WHITE CLAD 102 M. BATH B MARVIN CUDH2618 DOUBLE HUNG 2'-83/8" 3'-87/8" Y WHITE CLAD 103 OFFICE C MARVIN (2)CUDH2624 DOUBLE HUNG 5'-61/4" 4'-87/8" Y WHITE CLAD 104 M. BEDROOM A MARVIN (3)CUDH3024 DOUBLE HUNG 9'-41/8" 4'-87/8" Y WHITE CLAD 105 M.BEDROOM I D MARVIN CUDH2624 DOUBLE HUNG 2'-83/8" 4'-87/8" Y WHITE CLAD N 106 M.BEDROOM D MARVIN CUDH2624 DOUBLE HUNG 2'-83/8" 4'-87/8" Y WHITE CLAD 0 N NOTES: 1. CONTRACTOR TO VERIFY ROUGH OPENING DIMENSIONS WITH DIMENSIONS ON CONSTRUCTION PLAN. 2. ALL WINDOWS TO BE MARVIN STORM PLUS IMPACT ZONE 3. 02 WINDOW SCHEDULE 9'-48" RO 2'-8 8" R0 5'-6 RID2'-88 r r O li li l 'i O li i O li i O I 1400 I II II i 1400 II � 14W ' N li I M I I N I BJ I li i li i I II II I li I I i I I I j i I li i I I I I I III I II II II II 22" 21�.. 21" O O O O (3) CUDH3024 CUDH2618 (2) CUDH2624 CUDH2624 101, 104 102 103 105, 106 e n N N NOTE h 1. ALL WINDOW AND BOOR SCREENS ARE TO BE COPPER. F WW W ay 6 01 WINDOW TYPES 0 U a F EXTERIOR DOOR SCHEDULE FIRST FLOOR Rough Opening Size Jamb Casing DividedExterior Door# Room 8 Rm Name Type Manufact. Product# Description Width Height Depth Type light Screen Hardware Finish REMARKS 101 PASSAGEWAY A CUSTOM WOOD INSWING FRENCH DOOR W/SIDELITES 6'-15/8" 7'-21/2" Y WHITE 102 PASSAGEWAY B MARVIN CUSTOM CLAD ULT. FRENCH SLIDING DOOR 6'-15/8" 7'-21/2" Y WHITE CLAD cC NOTES: 1. CONTRACTOR TO VERIFY ROUGH OPENING DIMENSIONS WITH DIMENSIONS ON CONSTRUCTION PLAN. N 2. ALL MARVIN DOORS TO BE STORM PLUS IMPACT ZONE 3. 02 EXTERIOR DOOR SCHEDULE I i I I i GLASS G(ASS GLASS 0 'i GLASS GLASS \ 0 GLASS GLASS GLASS j I � T� 6'-15. RD 6'-15.. RD O O CUSTOM CUSTOM 101 102 a iC NOTE: ry 1. ALL WNDOW AND DOOR SCREENS ARE TO DE COPPER. h F W ay d U. 0 01 EXTERIOR DOOR TYPES U .7 °i HOEDOWNS INSTALLATION NOTES: MIDDLE FARMS - FISHERS ISLAND 1. ALL HOLDOWNS USE %" STUD MACHINE BOLTS (HDU8) AND STEEL NYLON LOCKING NUTS. TABLE R301.2(1) 2. ALL ANCHOR BOLTS ARE ixe" DIAMETER. U CLIMACTIC AND GEOGRAPHIC DESIGN CRITERIA 3. FRAMING AT INSTALLATION LOCATIONS WILL BE DOUBLED AND NAILED 3" O.C. Ground SeismicPSevere BJECT TO DAMAGE FROM Winter Iceshield 4. MACHINE BOLTS MUST HAVE 3" OF BEARING " VERTICAL MEMBERS. Snow Wind Speed DesignFrost Line Design Underlay Flood 5. BOLT HOLES SHALL BE MINIMUM OF $z" TO A MAXIMUM OF Jis" LARGER THAN THE Load (MPH) Category Depth Termite Deca Temp Required? Hazard BOLT DIAMETER (PER 1997 NDS, SECTION 8.1.2.1). Moderate Slight to 6. STANDARD WASHERS ARE REQUIRED ON STUD BOLTS AGAINST WOOD. NO WASHER IS �] 45 120 B 36" tc Heavy Motlerate 1713 Yes N/A REQUIRED ON LOAD TRANSFER PLATE OF HOLDOWN. 7. HOLDOWN WILL BE LOCATED FLUSH WITH BOTTOM PLATE, EXCEPT WHERE TWO HOLDOWNS P4 OCCUR. P4 8. WHERE TWO HOLDOWNS ARE INSTALLED ON THE SAME MEMBER, ONE HOLDOWN WILL BE OG DESIGN CRITERIA INSTALLED FLUSH WITH BOTTOM PLATE AND ONE WILL BE STAGGERED VERTICALLY ABOVE UU FIRST HOLDOWN. 9. ANCHOR BOLT NUTS SHOULD BE FINGER-TIGHT PLUS JS TO Yp TURN WITH A WRENCH, WITH c CONSIDERATION GIVEN TO POSSIBLE FUTURE WOOD SHRINKAGE. CARE SHOULD BE TAKEN ® NOT TO OVER-TORQUE THE NUT. CODE ANALYSIS: 10. STUD BOLTS SHOULD BE SNUGLY TIGHTENED (1997 NDS, SECTION 8.1.2.4) USE/OCUPANCY: R3 (7 BEDROOM, SINGLE FAMILY) RIDGE: 21'-0" TYPE OF CONSTRUCTION: TYPE 5 DESIGN CRITERIA: PRESCRIPTIVE FRAMING MATERIAL: DOUGLAS FIR #2 THIS BUILDING IS DESIGNED TO MEET ALL OF THE REQUIREMENTS OF THE BUILDING CODE OF THE STATE OF NEW 04 HOLDOWN INSTALLATION YORK, THE WOOD FRAMED STRUCTURE HAS BEEN DESIGNED TO THE SPECIFICATIONS SET FORTH IN THE WOOD FRAME CONSTRUCTION MANUAL (WFCM) HIGH WIND ADDITION FOR 120 MPH WIND SPEED CATEGORY. SMOKE ALARMS PROVIDED AS PER NFPA 72 - SECTION R 317.1. LATERAL FRAMING AND SHEAR CONNECTIONS: aMvwx hour ALL LATERAL FRAMING AND SHEAR CONNECTIONS FOR THE ROOF ASSEMBLY ARE TO BE MADE IN ACCORDANCE WITH TABLE 3.1 OF THE W.F.C.M. THIS NAILING SCHEDULE SHOWN BELOW IS THAT SCHEDULE WITH ALL VALUES INCLUDED. axrsw xxw UPLIFT CONNECTIONS: sixrsox me on xue ALL ROOF TO WALL, WALL TO WALL, AND WALL TO FOUNDATION CONNECTIONS MEET OR EXCEED THE REQUIREMENTS FROM TABLE 3.313 OR 3.3 IN THE W.F.C.M, 1. CONNECTORS SPECIFICATIONS EXCEED THE UPLIFT LOAD, LATERAL LOAD, AND SHEAR LOAD REQUIREMENTS SPECIFIED IN TABLE 3.3. 2. ANY CONNECTION, ROOF TO WALL, WALL TO WALL, AND WALL TO FOUNDATION, THAT IS NOT MADE WITH AN ROOF RAFTER SIINPM4 eEIAL ENGINEERED CONNECTOR, MUST BE NAILED IN ACCORDANCE WITH THE NAIL SCHEDULE. RAFTER/TOP PLATE CONNECTORS: SIMPSON H10 OR H2.5A HURRICANE CLIPS SHALL BE PLACED AT ALL ROOF RAFTER TO TOP PLATE SIMPSON CONNECTORS BLOCKING BTWN, CONNECTIONS WITHIN 6 FT. OF ALL BUILDING CORNERS. H10 OR H2.5A CLIPS SHALL BERAFTERS INSTALLED AT ALL OTHER RAFTERS. ALTERNATE CONNECTORS SHALL HAVE 450 LB. UPLIFT CAPACITYxo smb HuMcom lie and 1.1d. mica oerea AND 100 LB. LATERAL CAPACITY PARALLEL TO WALL. RAFTER RIDGE STRAPS: HURRICANE CLIP, RIDGE STRAPS SHALL BE ATTACHED TO EACH PAIR OF OPPOSING RAFTERS. RIDGE STRAP CONNECTIONS MEET THE FASTEN THRU EXT. REQUIREMENTS GIVEN IN TABLE 3.4 OF THE W.F.C.M. SHEATHING TO OVERTURNING RESISTANCE: NAILING SCHEDULE: (FROM WFCM) WALL P SHEARWALL HOEDOWN ANCHORS SHALL BE PLACED AT BUILDING CORNERS OR ADJACENT TO WINDOW OR DOOR OPENINGS, A MINIMUM OF A DOUBLE 2x STUD SHALL BE PLACED AT ALL ANCHOR LOCATIONS UNLESS OTHERWISE NOTED. SPECIFICTOP OF WALL HARDWARE IS SHOWN IN DRAWINGS A601/01 AND A602/01. HOEDOWN STRAPS BETWEEN WOOD POSTS SHALL BE INSTALLED ACROSS FLOOR FRAMING WITH HALF OF SPECIFIED FASTENERS TO EACH POST. JOINT DESCRIPTION NUMBER-TYPE OF NAILS NAIL SPACING BUILT-UP POST PLIES SHALL BE FASTENED TOGETHER W/ (2) ROWS OF 16D COMMON NAILS ® 6" O.C. MIN. U.O.N. INSTALL CONCRETE ANCHOR BOLTS W/ 2" EDGE & 5" END DISTANCE MINIMUM FROM CONCRETE FACE U.O.N. TOP WALL PROVIDE HEAVY WASHER & TWO NUTS AT EMBEDDED END OF THREADED ROD ANCHOR BOLTS. EMBEDMENT LENGTH SHALL RAFTER TO TOP PLATE (TOE-NIALED) 6-8d PER RAFTER P CONN. BE MEASURED FROM TOP OF FDN. WALL OR FOOTING TO WASHER. EXTEND ANCHOR BOLTS THRU FLOOR FRAMING SPACE TO ROOF WITH COUPLER NUT AND THREADED ROD AS REQUIRED. CEILING JOIST TO TOP PLATE (TOE-NIALED) 6-8d PER JOIST ROOF SHEATHING: CEILING JOIST TO PARALLEL RAFTER (FACE-NAILED) 8-16d EACH LAP IN THE 4' PERIMETER EDGE ZONE OF ALL ROOF AREAS, BD COMMON NAILS WILL BE SPACED 6" O.C. AT PANEL EDGES AND 12" AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD. IN THE INTERIOR ZONES, 8D COMMON NAILS HOLDOWN POST SHEATHING SHALL BE SPACED IN THE SAME MANNER: 6" SPACING AT PANEL EDGES AND 12" SPACING AT INTERMEDIATE CEILING JOIST LAPS OVER PARTITIONS (FACE-NAILED) 8-16d EACH LAP & WALL FRAMING SUPPORTS. THESE PATTERNS MEET THE REQUIREMENTS OF THE 120 MILE PER HOUR WIND SPEEDS ON TABLE 3.8 OF THE W.F.C.M. COLLAR TIE TO RAFTER (FACE-NAILED) B-8d PER TIE WALL SHEATHING: BLOCKING TO RAFTER (TOE-NAILED) 3-8d EACHEND SHEATHING SHALL CONFORM TO APA DOC PS2 GRADING CRITERIA. EXTERIOR PLYWOOD SHALL BE EXTERIOR GRADE EXPOSURE 1. 10d SHEATHING NAILS SHALL BE COMMONS OR GALVANIZED BOX AND 24" LONG MIN. WALL SHEATHING ATTACHMENT FOR ALL EXTERIOR WALLS AND ALL INTERIOR SHEER WALLS SHALL BE 4" O.C. AT RIM JOIST TO RAFTER (END-NAILED) 3-16d EACH END PANEL EDGES AND 8" O.C. AT INTERMEDIATE SUPPORTS IN THE PANEL. SHEATHING SHEATHING PANELS SHALL BE APPLIED HORIZONTALLY WITH BLOCKED PANEL EDGES UNLESS VERTICAL SHEATHING TOP PLATE TO TOP PLATE (FACE-NAILED) 3-16d PER FOOT FIELD NAILS PANELS CAN BE APPLIED IN ONE PIECE BETWEEN TOP AND BOTTOM WALL PLATES. (TYP.) PANEL EDGE BLOCKING SHALL BE ONE PIECE WITH MINIMUM THICKNESS INSTALLED TO JOIN PANEL EDGES. TOP PLATES AT INTERSECTION (FACE-NAILED) 6-16d JOISTS - EACH SIDE HORIZONTAL BLOCK DIMENSION SHALL MATCH WALL THICKNESS. SHEARWALL SHEATHING REQUIREMENTS SHALL EXTEND TO SAVE. STUD TO STUD (FACE-NAILED) 3-16d 24" O.C. SHEATHING FLOOR JOIST BRIDGING: YP. NAILS BRIDGING SHALL BE INSTALLED IN ALL FLOOR FRAMING SYSTEMS BETWEEN JOISTS AT 6 FOOT INTERVALS. HEADER TO HEADER (FACE-NAILED) 2-16d 16" O.C. ALONG EDGES F(TYP.) FLOOR DIAPHRAGM BRACING: TOP OR BOTTOM PLATE TO STUD (END-NAILED) 3-16d PER 2 X 4 STUD BLOCKING AND CONNECTIONS SHALL BE PROVIDED, AT PANEL EDGES PERPENDICULAR TO FLOOR FRAMING HOEDOWN, ALIGN MEMBERS IN THE FIRST TWO BAYS OF FRAMING, AND SHALL BE SPACED AT A MAXIMUM OF 4' O.C.. BLOCKING @ 5-16d PER 2 X 6 STUD SHEATHING VERTCALLY W/ WOOD STUDS: PANEL �DGE$ ANCHOR BOLT ALL WOOD FRAMING IS DOUGLAS FIR #2. EXTERIOR WALLS ARE 2X6 FRAMED WALLS WITH 3/4" INCH PLYWOOD. 6-16d PER 2 X 8 STUD TYP. INTERIOR WALLS, UNLESS NOTED OTHERWISE ARE FRAMED WITH 2X4S. AT ALL CORNERS, A MINIMUM OF THREE STUDS SHALL BE USED IN ALL WALLS. BOTTOM PLATE TO FLOOR, BAND, END, RIM JOIST OR 3-16d (1,2) PER FOOT BOTTOM WALL PL BLOCKING (FACE-NAILED) SILL R CONN. TO RIM TOP PLATES; DOUBLE TCP PLATES SHALL BE PROVIDED AT THE TOP OF ALL INTERIOR AND EXTERIOR LOAD BEARING WALLS. JOIST TO SILL, TOP PLATE OR GIRDER (TOE-NAILED) 6-8d PER JOIST CON THE DOUBLE PLATES SHALL OVERLAP AT CORNERS AND AT INTERSECTIONS WITH OTHER EXTERIOR OR INTERIOR TO RIM LOAD BEARING WALLS. BRIDGING TO JOIST (TOE-NAILED) 3-8d EACH END T.O. FIRST FLOOR ELEV. TO MATCH EXISTING BLOCKING TO JOIST (TOE-NAILED) 3-8d EACH END GENERAL NOTES: 1. SILL ANCHOR BOLTS SHALL BE %" DIA. L BOLTS WITH 5' CONCRETE EMBEDMENT, PLACED AT 48" O.C. BLOCKING TO SILL OR TOP PLATE (TOE-NAILED) 5-16d EACH BLOCK CONT. RIM BOARD MAXIMUM UNLESS OTHERWISE NOTED AND NO MORE THAN 12" FROM THE ENDS OF WALLS AND SILL PLATES. 5-16d EACH JOIST 12" DIMENSION FOR END SILL ANCHOR BOLTS CAN BE MEASURED FROM SHEAR WALL HOLDOWN ANCHORS. LEDGER STRIP TO BEAM (FACE-NAILED) 2X PRESSURE 2. SILL ANCHOR BOLTS SHALL BE CENTERED ON SILL PLATE AND SHALL BE INSTALLED W/ 2" CONCRETE COVER MIN. JOIST ON LEDGER TO BEAM (TOE-NAILED) 5-8d PER JOIST FLOOR TREATED SILL R 3. ALL CONNECTIONS SPECIFIED ARE MANUFACTURED BY SIMPSON STRONG-TIE AND SHALL BE INSTALLED FRAMING SILL R ANCHOR IN STRICT ACCORDANCE WITH THE MANUFACTURER'S WRITTEN SPECIFICATIONS. RIM JOIST TO JOIST (TOE-NAILED) 5-i6d PER JOIST BOLT 4. INSTALL VERTICAL BLOCKING TIGHT BETWEEN RAFTERS AT SUPPORTING WALLS FOR STABILITY CONCRETE AND SHEAR TRANSFER. TOE NAIL TO WALL TOP PLATE WITH 3" x 0.131' FRAMING NAILS ® 3" O.C. RIM JOIST TO SILL OR TOP PLATE (TOE-NAILED) 3-16d (1) PER FOOT FDN• WALL HOEDOWN ANCHOR r� MAX. WITH (3) NAILS MINIMUM EACH BLOCK. BOLT F 5 ODOUBLE WALL FF 16D COMMONLANAILS @ PLY JOINO.CS MAX, BE LAPPED 24" AND NAILED TOGETHER WITH TWO ROWS NOTE: FOR ALL FRAMING CONNECTIONS WHERE A NAILING SPECIFICATION IS NOT GIVEN ON AN ENGINEERING DRAWING TYPICAL SHEARWALL SECTION 6. DIMENSIONAL LUMBER SHALL BE SPF NO. 2 OR BETTER, UNLESS OTHERWISE NOTED. 7. FOOTING AND FOUNDATION WALL CONCRETE SHALL ACHIEVE 3000 PSI 28 DAY COMPRESSIVE STRENGTH a AND SHALL HAVE 6% AIR ENTRAINMENT WHERE EXPOSED TO WEATHER. NAILING SCHEDULE 01 TYPICAL SHEARWALL SECTION 05 CODE ANALYSIS 02 4 D a SIMPSON HDUB SIMPSON HDI-8 d a V v 0 v o 0 0 0 0 o D D I OFFICE I C1 PROPOSED MASTER BEDROOM PROPOSED �' PASSAGEWAY PROPOSED L� I I I rot I i1^1 I I CL II II \_/I III II CL I J MASTER / \ BATH L__J PROPOSED L— LINEN CLOSET I JL 0 0 0 0 SIMPSON HDU8 SIMPSON HDU8 PERMIT SET MIDDLE FARMS 0732 CIAY KANT ROAD,FISHERS ISLAND,W RED A 02 HOLDOWN LOCATIONS of AIR h VAPOR BARRIER )4' EXTERIOR GRADE PLYWOOO BOARD & BATTEN SIDING TO h� G FRENCH SLIDING DOOR 2X6 FRAMING MATCH EXISTING REFER TO CMECPK S101 R-21 BATT INSOLATION " SOF NEY� FINISHED FLOORING SHEARWALL/HOLDOWN 2X6 BOTTOM PLATE PLAN FOR: N' SUBFLOORING HOLDOWN ANCHOR BOLT NV' GM LOCATIONS AND SPECS. AND FINISHED FLOORING R-38 BATT INSOLATION SHEARWALL TYPES, N4" SUBFLOORING LOCATIONS AND SPECS. A.X11$• TJ6210 016* 0G BEYO SHEARWALL/HOLDOWN ND R-38 BATT INSULATION REFER TO CMECPK 5101 BOARD h BATTEN SIDING TO MATCH EXISTNC 2J(j%1116' TJ1.210 01 S" O.0 PLAN FOR: BEYOND LOCATIONS ANCHOR BOLT (2) 1�' % 11:6' LVL SHEARWAIIAME9PECS. AND KINLIN RUTHERFORD AR< (2) 1${ % 11$6' LUL F ERIOR GRACE PLYWOODLOCATIONS AND SPECS. PT 2n10 LEDGER _ NEW YORK,EST3STHSTREETSUITEiOQ6 2%10 PT SILL PLATE —" NEW YORN,NEW YORK ICOIB PT 2%iD LEDGER ° 5/8' ANCHOR BOLT PT SKID SILL PLATE I 0 48" O.C. W/ 5' EMBED. 10" GONG FDN. WALL ° (REFER TO CMECPK SHEARWALL Ii ° 5/8' ANCHOR BOLT CONTINUOUS FLASHING PLAN FOR SPECS.) �� CONTINUOUS FLASHING ® 48. O.C. W/ 5' EMBED. N5 REBAR CONNECTOR SPECIFICATION: (REFER TO CMECPK SHEARWALL P ° 5 VERTICAL REBAR A RIDGE SIMPSON LSTA 24 0 16 O C. UN FOR SPECS) �.L N 0 C (TYP) -�I N5 REBAR c$0 24' Q 3" FROM INT. FACE (TYP.) c N5 VERTICAL REBAR HIP RAFTER SIMPSON LSTA 24 0 16 O.C. 24. O.C. (TYP.) e 4 10' GONG LL FDN. WAe e 3" FROM INT FACE (TYP.) WATER PROOFING WATER PROOFING MEMBRANE RAFTER TO STUD/TOP PLATES HTS 28 0 16 O.C. MEMBRANE RAFTER TO HEADER HTS 26 6 Ifi D.C. ° e ° HEADER TO JACK STUD LSAT 16 - 25 FT LSAT 30 — 3 FT CODE ANALYSI! ° 4 ° MSTI 48 - 10 FT MST 72 - 16 FT 2ND FLOOR STUD TO 1ST FLOOR STUD SIMPSON LSTA 36 0 16 O.C. SND TO SILL SIMPSON LSTA 36 O 16 O.C. / 04 HOLDOWN DETAIL @ DECK 03 HOLDOWN DETAIL TYP PROJECT: 179 _+' D 01 CONNECTOR SPECIFICATIONS SHEET: N/A U ELEOfRICAL LEGEND w rA (J W.W.MWHTED L1CMT M%NRE. 5'-8' AFF DIIPIFIt WR£i RECESSED UGHT Fl%NRE 5'MTCHED DUPLEX RECEPTCAL WATERPROOF REDEEM.JCHT MIXTURE GROUNDED DNE SIDE ONLY `i•�4 �cE� GROUNDED FAULT RECEPIICAL W=W U ® SURFACE MNT I&XT Fl%NRf ST UNDER CABINET STRIP LIGHT � CUAORUPIEX OURET INTERCOM. 5'—S. AFF gp�wI WATERPROOF DUPLEX OUTLET SNITCH yp FLOOR OUTIfT DIMMER SMTCH Q EXHAUST FAN S—WAY S'MTCH OO MIME DETECTOR c DOOR OPERATED SNITCH Om CARBON MCNOXCE DETECTOR Ki VNCE/DATA O HEAT UETECTOR p TELEPHONE ❑ Qry FlRE ALARM HORN TEIENSION . AUUIU SPEAMR 0° DOORBELL O* THERMOSTAT N O NOTE ALLLIGHTSWILLBEON DIMMERS,UNLESS OTHERWISE NOTED A ----------------------- °I I 'I ur I - I IIIL� I II ��"II e I L_ -- I l EO, w EO WA A DIDa M k (V N {C� h a O A FIRST FLOOR ELECTRICAL PLAN 1 a 0 I i U a a M rn F U 9 LEGEND FOOTING a FOUNDATION WALL A INDICATES EXISTING SNRCTURES INDICATES WCATCN OF X CDWNN/POST F - T L, III NG 30'-Q)/4" 10'- Yz" FOUNDATII EXISTING — --°a —_ -- -- -- _ � FOOTING I N , ELEV. TO MATCH I'I EXISTING 'GOT L— —_ � I 2`_L26'—OY4" 12•-11 ELEV i0 MATCH EXISTING FOOTING mF O N 0 N � ELEV. TO MATCH ELEV TO MATCH EXISTING FOOTING EXI TING FOOTING 2-d" ELEV, TO MATCH E%IsnNc FaOnec PERMIT SET 30'-0y4 10'-11Y2" L_ - - - - - - - MIDDLE FARMS I8732 CLAY POINT ROAD,HSHERS ISLAND,NY 1 - L-- — — �EpEO A � n J J of wG�" OA KINLIN RUTHERFURD ARCHITI 330 WEST 301H STREET,SUITE 1006 7 NEW YORK,NEW YORK 10018 F N FOOTING PLAN 01 FOOTING PLAN N C PROJECT: 179 S- 0 SHEET: N/A I a a U LEGEND �qy FOOTING G FOUNDATION WALLA INDICATES EXISTING STURCTURES INOICAMS LOCATON OF CO.NMNPOST - SONOTUBE LOCATION TO ALIGN WITH EXISTING DECK SUPPORTS N 12'�iy2' _ EXISTING FOUNDATION r• II-11-TO-MAT" •� `w — EXISTING FDN WALL -o —• — 0 E0ELEV, TO MATCH 11NG FDN WALL ELEV TO MATCH � EXISTING FDN WALL � N EV i0 MATCH EXIS ING FON WALL ELEV i0 MATCH Exlsnec FON WALL O 12' 1Yi' olz 2B'-10Y4' L — L I I � I I L J A a y n 01 FOUNDATION PLAN a/ie e1 O 5 U .a7 W m F LEGEND {� MEMBER 'B' SUPPORTS MEMBER 'A' C USING SIMPSON HU,F HANGER W� ~ G7 " MEMBER 'A" SUPPORTS MEMBER 'B EPS USING UPSIDE-DOWN SIMPSON H B' ya HANGER G L MEMBERS "A' AND 'B' JOINED USING (2) SIMPSON HOARD ANGLE BRACKETS INDICATES LOCATIONS BEARING LOAD /\ ;RAT MUST HAVE STRUCTURE IN WALL I (a I OR COLUMN BELOW. ((22 STJSNDS OR 4' \T'/ STEEL COLUMN) NOTES: ALL LVL'S LAGGED INTO POSTS WHERE POSSIBLE USING 5/8' DAM. UG BOLT W/ WASHER EDGE ) EXISTING DECK -�iii�i� - - (2) PT 2%72 BELOW Ell Ci Ci (2)13'."x1136" LVL RIM JOIST ix r iL o / n PERMIT SET 08.15.12 (1)13y" 7,6" - - RIM JOIST cz>,%"x„ - LVL RIM JOIST BMIDDLE FARMSDN (2)13$"x11;;6" LVL RIM JOIST j C o a8"`� Oe3r ' OF NE`(')1 KINLIN RUTHERFURD ARCHITECTS, PLLC 330 WEST 36TH STREET,SUITE 1006 TEL.(2U)095-2988 NEW YORK,NEW YORK 10013 FAX.p76,582-1736 A V m k N N FIRST FLOOR FRAMING PLAN - LEVEL ONE FRAMING PLAN o -0 S-111 PROJECT: 179 SHEET: N/A U a �1 M h LEGEND MEMBER 'B' SUPPORTS MEMBER 'A" C USING SIMPSON HIRE HANGER FYIMEMBER 'A' SUPPORTS MEMBER ' UB" SING UPSIDE-DOWN SIMPSON 'B" y� HANGER G MEMBERS "A' AND •B" JOINED USING (2) SIMPSON HGAIO ANGLE BRACKETS INDICATES LOCATIONS BEARING LOAD A THAT MUST HAVE STRUCTURE IN WALL f1 OR COLUMN BELOW. (2 STUDS OR 4" STEEL COLUMN) NOTES: ALL LVCS LAGGED INTO POSTS WHERE POSSIBLE USING 5/B" DAM. LAG BOLT W/ WASHER RAKE RAMING D ti o� 2"Xe" 016" 0FR .C. / RAKE FRAMING - xo J — B (1)1 ♦"X 1%" LVL RIDE VON.,� PERMIT SET 08.15.12 2" 1 RID E NO X� K MIDDLE FARMS 8732 CILNY POINT ROAD,FISHERS D N J-- x0 2" -Z LIL X8" 0RAPTORS D Aq hi •TIT ! �C I 2 e `o t F NE`N KINLIN RUTHERFURD ARCHITECTS, PLLC 330 WEST 39TH STREET,SUITE 1605 TEL(212)69S2968 NEW YORK,NEW YORK 10U39 FAX: 776)582-1736 A M k ROOF FRAMING PLAN - H LEVEL ONE O I AI FRAMING PLAN o PROJECT: 179 SHEET: N/A U a a a H U 6 �W5W5 P4 P9 N O N PLUMBING NOTES: 1) DO NOT SCALE FROM THIS DRAWING. 6) PITCH HORIZONTAL DRAINAGE PIPING 3" DIAMETER AND LESS 1/4" PER FOOT 2) ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE BUILDING CODE OF MINIMUM: OVER 3" DIA. PITCH 1/8" PER FOOT MINIMUM. THE TOWN OF SOUTHOLD 7) SPACING BETWEEN CLEAN—OUTS SHALL NOT EXCEED 50'-0" 3) OBTAIN AND PAY FOR ALL PERMITS, CERTIFICATES, ETC. REQUIRED. 8) GUARANTEE ALL WORK FOR A PERIOD OF 1 (ONE) YEAR FROM DATE OF FINAL 4) VERIFY FIELD CONDITIONS AND LOCAL CODES BEFORE SUBMITTING BID. ACCEPTANCE. 5) DELIVER CERTIFICATES OF FINAL INSPECTION TO OWNER BEFORE APPLYIMG FOR 9) ALL HOT AND COLD WATER LINES TO HAVE SHUTOFF VALVES. FINAL PAYMENT. PERMITSEf 08.15.12 MIDDLE FARMS 8732 GIAY MINT POP,FISHERS ISUN9,NY I I I I I 1 I I I �pED AqO #2 1 i12 0 `r0 1114" 1I Q T.O. RIDGE V.T.R J Y�4"V.T.R `\ q � 29A ♦yOQ. OF NEV r --- T- -- - - 1 t 12^I Ti 1112" 1i1zT _ _ _ J NEW LAVATORY 11112, KINLIN RUTHERFORD ARCHITECTS, PLLC NEW LAVATORY 330 WEST 38TH STREET.SUITE 1006 TEL(M)5952989 NEW TOILET RELOCATED SINK F.A. NM YORK,NEW YORK 300]8 FAY 8 7 51 562-1736 NEW TUB oio FIRST FLOOR F.F. MASTER BATH b� BAR p^ 1112 1112 2" C.O. Po- k 4" TO SEPTIC, SEE iv ATTACHED SITE AND SEPTIC DWG PLUMBING DIAGRAMS N W oPROJECT: 179 PAM O 1 PLUMBING RISER DIAGRAMS xrs SHEET: N/A I