N O T F O R C O N S T R U C T Io N

SHEET #:

12 of 12 1 11 SHEET INDEX

PG#1 ELEVATIONS PG#2 ELEVATIONS PG#3 FOUNDATION PLAN PG#4 1ST FLOOR PLAN PG#5 2ND FLOOR PLAN PG#6 SECTIONS PG#7 SECTIONS PG#8 SECTIONS PG#9 1ST FLR. FRAMING PG#10 2ND FLR. FRAMING PG#11 ROOF RAMING 12 8 12 3.5 MAILING ADDRESS MAILING CUSTOMDRAWN FOR:

FRO NT ELEVATIO N SITELOCATION SCALE: 1/4" = 1’−0" NOT FOR CONSTRUCTION

DRAWING DATES

ENERGY NOTES ATTICS & VENTILLATION MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS 1. CAULK ALL EXTERIOR TOE PLATES WITH LATEX CAULK. (in pounds per square foot) CLIMATIC & GEOGRAPHIC DESIGN CRITERIA 2. CAULK ALL WIRE AND PIPE HOLES WHERE THEY GROUND SNOW LOAD = 50 #/SF 1. ATTICS SPACES HAVING 30" OR GREATER VERTICAL CLEAR PENETRATE ALL UPPER AND LOWER EXTERIOR PLATES. USE LIVE LOAD WIND SPEED = 90 MPH 3. USE BLOWN-IN WALL INSULATION IF AT ALL POSSIBLE. IF HEIGHT REQUIRE A MINIMUM 22" X 30" ATTIC ACCESS. g,h BAT INSULATION IS USED PACK BEHIND ALL ELECTRICAL Attics with limited storage 20 SEISMIC DESIGN CATAGORY = B BOXES. 2. ENCLOSED ATTICS AND ENCLOSED RAFTER SPACES Attics without storage b 10 SUBJECT TO DAMAGE FROM WEATHERING = SEVERE 4. SEAL ALL JOINTS IN HVAC DUCTS, WITH LEAKAGE NO FORMED WHERE CEILINGS ARE APPLIED DIRECTLY TO THE Decks e FROST LINE DEPTH = 48" MORE THAN 3%. 3" FIBER MESH TAPE SHOULD BE USED ON UNDERSIDE OF ROOF RAFTERS SHALL HAVE CROSS 40 ALL COLLAR TO PLENUM CONNECTIONS AND ALL GAPS VENTILATION FOR EACH SEPARATE SPACE BY VENTILATING Exterior balconies 60 SUBJECT TO DAMAGE FROM TERMITES = SLIGHT TO MODERATE THAT ARE 1/4" OR WIDER. INSULATE DUCTS WITH R-6.5 OR OPENINGS PROTECTED AGAINST THE ENTRANCE OF RAIN OR Fire escapes ICE BARRIER UNDERLAYMENT REQ.= YES SNOW. THE NET FREE VENTILATING AREA SHALL BE 1/150 OF 40 GREATER. d FLOOD HAZARDS = NO 5. FOAM INSULATE BETWEN ALL EXTERIOR WINDOW AND THE AREA OF THE SPACE OR 1/300, PROVIDED AT LEAST 50% Guardrails and handrails 200 i DOOR EDGES AND ROUGH OPENING FRAME. USE NON- AND NOT MORE THAN 80% OF THE REQUIRED VENTS ARE IN Guardrails in-fill components f 50 i EXPANDING FOAM (W.R. GRACE/ POLY-CELL ONE OR THE UPPER PORTION OF THE AREA AT LEAST 3' ABOVE EAVE Passenger vehicle garages a 50 a EQUAL). OR CORNICE VENTS WITH THE BALANCE PROVIDED BY EAVE ABBREVIATIONS 6. PROVIDE BACK DRAFT DAMPER ON KITCHEN HOOD VENT, OR CORNICE VENTS OT THE VENTILATION MAY BE 1/300 IF A 1 Rooms other than sleeping rooms 40 DRYER VENT, AND BATHROOM VENT. PERM VAPOR BARRIER IS INSTALLED ON THE WARM SIDE OF Sleeping rooms 7. INSULATE ALL HOT WATER PIPES. THE CEILING. 30 AFF ABOVE FINISHED FLOOR O.C. ON CENTERS 8. INSTALL WRAP KIT ON WATER HEATER. c BSMT BASEMENT OPT OPTIONAL Stairs 40 CLG CEILING O.S.B. ORIENTED STRAND BOARD CL (CLO) CLOSET POLY POLYETHYLENE CMU CONCRETE MASONART UNIT (BLOCK) P.S.I. POUNDS PER SQUARE INCH BUILDING COMPLIES WITH THE 2010 NYS ENERGY CONSERVATION CONC CONCRETE P.S.F. POUNDS PER SQUARE FOOT DBL DOUBLE REBAR REINFORCING BAR CONSTRUCTION CODE USING THE PRESCRIPTIVE METHOD FOR CLIMATE ZONE 5 DN DOWN SPF SPRUCE-PINE FIR DF (D.FIR) DOUGLAS FIR SYP SOUTHERN YELLOW PINE CEILING INSULATION REQUIRED = R-38------INSULATION SHOWN = R-38 LVL LAMINATED VENEER LUMBER STOR STORAGE MAX MAXIMUM TYP TYPICAL EXTERIOR WALL INSULATION REQUIRED R-20 ------INSULATION SHOWN = R-21 MIN MINIMUM U.N.O. UNLESS NOTED OTHERWISE M.O. MASONRY OPENING W.W.M. WOVEN WIRE MESH BASEMENT WALL INSULATION REQUIRED = R13 -- INSULATION SHOWN = R-13 SQFT SQUARE FOOT WINDOW U-VALUE REQUIRED = .35 ------ANDERSEN LOW-E SHOWN - U = .30 LNFT LINEAL FEET J EXTERIOR DOORS TO BE METAL INSULATED WITH U-VALUE OF .35 MAX KM SHEET #: 2 of 11 30 YEAR ARCHITECTURAL ROOF SHINGLES SHEET INDEX

PG#1 ELEVATIONS PG#2 ELEVATIONS PG#3 FOUNDATION PLAN PG#4 1ST FLOOR PLAN OPTIONAL SCREEN PORCH PG#5 2ND FLOOR PLAN PG#6 SECTIONS PG#7 SECTIONS PG#8 SECTIONS ALUMINUM DRIPEDGE PG#9 1ST FLR. FRAMING PG#10 2ND FLR. FRAMING PG#11 ROOF RAMING ALUMINUM FASCIA

VINYL CORNER

"J" CHANNEL AROUND WINDOWS

VINYL SIDING MAILING ADDRESS MAILING

REAR ELEVATIO N SCALE: 3/16" = 1’−0"

12 12 4−1/16 4−1/16 CUSTOMDRAWN FOR:

12 12 12 12 SITELOCATION NOT FOR CONSTRUCTION

DRAWING DATES

REFER TO SHEET #7 FOR STAIR & RAIL REQUIREMENTS LEFT ELEVATIO N RIGHT ELEVATIO N SCALE: 3/16" = 1’−0" SCALE: 3/16" = 1’−0" KMJ SHEET #: BILCO HATCHWAY DIMENSIONS GIVEN FOR A BILCO C HATCHWAY WITH 24" EXTENSION CONTRACTOR SHALL ADJUST ALL DIMENSIONS & BILCO FOUNDATION HEIGHT AS NECESSARY TO ACCOMODATE FINISHED GRADE / SITE CONDITIONS of 8'-0" 3 11 6'-1" 22'-7" 5'-4" 4'-0" SHEET INDEX

PG#1 ELEVATIONS PG#2 ELEVATIONS 3216 BSMT SASH PG#3 FOUNDATION PLAN PG#4 1ST FLOOR PLAN PG#5 2ND FLOOR PLAN PG#6 SECTIONS PG#7 SECTIONS 3068 PG#8 SECTIONS 3'-0" 16" X 8" REINFORCED CONCRETE WALL FTG 4 1/4" PG#9 1ST FLR. FRAMING 8" POURED CONCRETE WALL− PG#10 2ND FLR. FRAMING 7’−10 1/2" HEIGHT ABOVE FOOTING PG#11 ROOF RAMING 2X4 @ 24" O.C. WALL FRAMING WITH MTL INSUL. DR. R−13 FG. INSULATION

4 4" POURED CONCRETE SLAB FLOOR WITH 6X6−10/10 WIRE MESH REINF.

12'-0" 4 '-1 1 5/ 16 " D IA LINE OF OPTIONAL PORCH ABOVE G. 2−2X10 TRT. GIRDER ABV. (FLUSH) 8'-0" 8'-0" 3'-6" 9'-0" 9'-6" 24" X 24" X 8" CONC. FOOTING 8'-7 3/4" 10"dia. CONCRETE PIER 6X6 TREATED POST

GIRDER POCKET GIRDER POCKET MAILING ADDRESS MAILING 24'-0" 18'-0"

3−1/2" CONC FILLED STEEL COLUMN 30" X 30" X 15" REINF. CONC. (4 LOCATIONS) 2X8 TRT JOISTS @ 16" O.C FOOTING (1 LOCATION) 24" X 24" X 12" REINF. CONC. ABOVE FOOTING (3 LOCATIONS)

4−2X12 GIRDER ABOVE (SPF #2) 3−2X12 GIRDER ABOVE (SPF #2) 8'-7 8'-7 3/4" OUTLINE OF STAIRS CUSTOMDRAWN FOR: ABOVE 12'-0"

2X10 SPF#2 @ 16" O.C 7'-9" OUTLINE OF LANDING SITELOCATION 3216 BSMT SASH 3216 BSMT SASH 4 1/4" 3'-0" NOT FOR CONSTRUCTION

LINE OF DECK ABOVE 2X6 @ 16" O.C. TRT. JOISTS ABV. 2−2X8 TRT. GIRDERABV. (FLUSH) 7'-9" 4 1/4" DRAWING DATES 4'-0" 16" X 16" X 8" CONC. FOOTING 10"dia. CONCRETE PIER

2 3/4" 6X6 TREATED POST

16'-0" 6'-0" 16'-0" 9'-9 1/4" 2 3/4"

38'-0" 10'-0" FOUNDATION PLAN FOUNDATION NOTES: SCALE: 1/4" = 1’−0"

***REFER TO SHEET #7 FOR WALL REINFORCEMENT DETAILS * INSTALL 6MIL POLY UNDER ALL SLABS * SOIL BEARING CAPACITY ASSUMED AT 2000PSF * 1/2" X 12" ANCHOR BOLTS TO BE INSTALLED @ 72" O.C. MAX & WITHIN 12" OF ALL JOINTS AND OPENINGS * REINFORCEMENT SPECIFIED IS ADEQUATE FOR GW, GP, SW, SP, SM, SC, GM & GC SOILS *CONTROL JOINTS− PROVISIONS FOR CONTRACTION OR EXPANSION MOVEMENTS DUE TO TEMPERATURE AND/ * CONTRACTOR SHALL VERIFY SOIL CONDITIONS AND NOTIFY ENGINEER IF SITE CONDITIONS EXIST THAT OR MOISTURE SHALL BE PROVIDED WITH CONSTRUCTION OF CONTROL JOINTS BY SAWING, FORMING OR VARY FROM SOILS AS SPECIFIED ABOVE TOOLING A GROOVE ABOUT 1/4 THE THICKNESS OF THE SLAB, NO FURTHER APART THAN 30 TIMES THE * CONCRETE STRENGTH TO BE 3000PSI MIN. @ 28DAYS. THICKNESS. OFTEN CLOSER SPACING OF CONTROL JOINT WILL BE NECESSARY.THE LENGTH OF AN AREA * CONTRACTOR SHALL PROVIDE ADEQUATE BRACING DURING 28DAY CURING TIME SHOULD NOT EXCEED ABOUT 1.5 TIMES THE WIDTH. ISOLATION JOINTS SHOULD BE PROVIDED WHENEVER * ANY WOOD IN GROUND CONTACT OR CONTACT WITH MASONRY SHALL BE ACQ TREATED RESTRICTION TO FREEDOM OF EITHER VERTICAL OR HORIZONTAL MOVEMENT IS ANTICIPATED. THIS SHOULD * ALL FASTENERS USED IN DIRECT CONTACT WITH TREATED WOOD SHALL BE DOUBLE DIPPED GALVANIZED BE DONE WHERE FLOORS MEET WALLS, COLUMNS OR FOOTING. THESE SHOULD BE FULL DEPTH JOINTS AND OR APPROVED FOR USE WITH TREATED LUMBER. SHOULD BE CONSTRUCTED BY INSERTING A BARRIER OF SOME TYPE TO PREVENT BOND BETWEEN THE SLAB * ALL REBAR TO BE GEADE 60 AND OTHER ELEMENTS. J * INSTALL 6X6-10/10 WELDED WIRE MESH IN ALL SLABS KM 38'-0" 10'-0" SHEET #:

3 1/2" 3 1/2" 5" 3" 5" 11'-8 1/2" 7'-4" 18'-4 1/2" 4'-5 1/2" 4'-5 1/2" of 6'-1" 5'-7 1/2" 3'-8" 3'-8" 8'-3 1/2" 10'-1" 4 11 SHEET INDEX CW135 PG#1 ELEVATIONS PG#2 ELEVATIONS TW3046 CW135 PG#3 FOUNDATION PLAN PG#4 1ST FLOOR PLAN

3−2X4 POST 3'-0" PG#5 2ND FLOOR PLAN PG#6 SECTIONS 5" PG#7 SECTIONS BATH PG#8 SECTIONS SCREEN SCREEN PG#9 1ST FLR. FRAMING KITCHEN PG#10 2ND FLR. FRAMING 6'-4 1/2" 6'-10" 2X4 PORCH WALL FRAMING

8'-6" PG#11 ROOF RAMING REF. D/W

STUDY 4'-0 1/2" SCREEN ABOVE

11'-9 1/4" DINING 2X6 2668 3"

2X10 SPF#2 @ 16" O.C OPTIONAL 3'-2" SCREEN PORCH PS61611L 2668 3'-10 1/2" 4'-5 3/4" 2668 4'-0 1/2" SCREEN 3−2X10 4−2X6 POST HEADER DN 4−2X4 POST 2X6 2668 4−2X4 POST 6" 5 1/2" 24'-0" (3) 1−3/4" x 16" LVL BM ABOVE 18'-0" (FLUSH @ TOP) MAILING ADDRESS MAILING 3'-0" 4'-0 1/2" SCREEN 9'-6 9'-6 1/2" 13'-0 1/2" 2'-1" 3'-2" 17'-11" PS61611L 3"

4068 LIVING BEDROOM #1 4'-6 3/4" 11'-9 1/4" 4'-0 1/2" SCREEN CUSTOMDRAWN FOR:

UP 13R 8'-6" SCREEN SCREEN 3068 SCR R. D 5" . UL 3−2X4 POST 3'-2"

2668 S N I 3'-6 1/2" TL 3'-0" M

3068 SITELOCATION

TW2852 TW2852 TW2852 TW2852

RAILING NOT FOR CONSTRUCTION PORCH 2−2X8 HEADER ABV. 4'-0" 6X6 POST DRAWING DATES

3'-11 1/2" 7'-7 1/2" 4'-5" 6'-0" 4'-5" 7'-7 1/2" 3'-11 1/2" 2'-9" 3'-0" 2'-9"

5" 4" 4" 5" GENERAL NOTES FIRST FLO O R PLAN SCALE: 1/4" = 1’−0" THE CONTRACTOR SHALL BE RESPONSIBLE TO REVIEW THE DRAWINGS PRIOR TO CONSTRUCTION OR ORDERING OF ANY MATERIALS. IN THE EVENT OF ANY DISCREPANCIES AND / OR OMISSIONS THE DRFTER SHOULD BE CONTACTED. DRAWINGS ARE PREPARED TO SCALE NOTED, REPRODUCTION OF DRAWINGS MAY ALTER SCALE. USE DIMENSIONS GIVEN R310.1 Emergency escape and rescue required.Basements with habitable space and every sleeping room FOR CONSTRUCTION; DO NOT SCALE TO DETERMINE DIMENSIONS. shall have at least one operable emergency and rescue opening. Such opening shall open directly into a ALL DIMENSIONS ARE STUD TO STUD OR FRAMING TO FRAMING UNLESS NOTED. public street, public alley, yard or court. Where basements contain one or more sleeping rooms, emergency EXTERIOR WALLS TO BE 2X6 (5 1/2") UNLESS NOTED OTHERWISE. egress and rescue openings shall be required in each sleeping room, but shall not be required in adjoining INTERIOR WALLS TO BE 2X4 (3 1/2") UNLESS NOTED OTHERWISE. areas of the basement. Where emergency escape and rescue openings are provided they shall have a sill EXTERIOR WALL STUDS TO BE SPACED @ 16" O.C. INTERIOR WALLS SPACED @ 16" O.C. height of not more than 44 inches (1118 mm) above the floor. Where a door opening having a threshold below WALL STUDS TO BE SPF STUD GRADE OR BETTER the adjacent ground elevation serves as an emergency escape and rescue opening and is provided with a WALL PLATES TO BE SPF #2 OR BETTER. bulkhead enclosure, the bulkhead enclosure shall comply with Section R310.3. The net clear opening ALL FRAMING LUMBER TO BE SPF#2 OR BETTER UNLESS NOTED OTHERWISE dimensions required by this section shall be obtained by the normal operation of the emergency escape and ALL LVL MATERIAL TO BE 2600fb − 1.9E MINIMUM. rescue opening from the inside. Emergency escape and rescue openings with a finished sill height below the ALL WALLS OVER 10’−0" IN HEIGHT SHALL BE FIREBLOCKED @ 10’−0" O.C. MAXIMUM. adjacent ground elevation shall be provided with a window well in accordance with Section R310.2. KITCHEN, BATHS AND LAUNDRY SHALL BE VENTED TO THE EXTERIOR. Emergency escape and rescue openings shall open directly into a public way, or to a yard or court that PROVIDE FRESH AIR INTAKE FOR FIREPLACES AND / OR FURNACES OR AS APPROVED BY MFG. J opens to a public way. KM 24'-0" 1ST FLOOR BATH FLOOR 1ST BEDROOM #3BEDROOM #2BEDROOM #1BEDROOM KITCHEN 2ND FLOOR BATH FLOOR 2ND STUDY LIVING−DINING NATURAL LIGHT AND SCHEDULE AND VENT LIGHT NATURAL R303.1 Habitable rooms. All habitable rooms shall h shall rooms habitable All rooms. Habitable R303.1 ready access or shall otherwise be readily controll be readily shall otherwise or access ready ou the to openings approved other or louvers doors, than 8 percent of the floor area of such rooms. Nat rooms. such area of floor the of percent 8 than openable area to the outdoors shall be 4 percent of percent be 4 shall outdoors the to area openable ROOM 5'-4" 13'-4" 5'-4"

6'-8" 6'-8" ROOM AREAROOM 126 SQ FTSQ 126 46 SQ FTSQ 46 FT SQ 152 FTSQ 424 204 SQ FTSQ 204 184 SQ FTSQ 184 52 SQ FT SQ 52 TW3046-2 5’ KNEEWALL 5’ 5'-7 3/4"5'-7 BEDROOM #2 28.85 SF SF 28.85 28.85 28.85 SF SF 28.85 28.85 28.85 SF SF 28.85 28.85 28.85 SF SF 28.85 28.85 5.91 SQFT 5.91 102 SQFT 50 SQFT 50 SQFT 102 6 SQFT 6 10.31 SQFT 10.31 2T25/−W3/−S11)(2−TW2852/1−CW135/2−PS6 (2−TW2852/1−CW135/2−PS61611) 21 SQFT 11.76 SQFT 11.76 SQFT 21 NATURAL LIGHTNATURAL @ 2ND FLR. BIFOLDS 2ND @ FOR HEADERFLAT 2X4 USE 5’ KNEEWALL 5’ PROVIDED (2−TW3046/1−TW2842) (2−TW3046/1−TW2842) STORAGE 13'-6" 8 C 13'-0 1/2" 13'-0 DORMER TW2842 4'-3" (2−TW2852) (1−CW135) (1−TW3046) 1C4 (1−C14) (1−C14) tdoor air. Such openings shall be provided with be provided shall openings Such air. tdoor able by the building occupants. The minimum The occupants. building the by able ave an aggregate glazing area of not less not area of glazing aggregate ave an the floor area being ventilated.area being floor the ural ventilation shall be through windows, be through shall ventilation ural 6.49 SQFT6.49 5.73 SQFT5.73 16.1 SF16.1 SF16.1 6.6 SQFT6.6 NATURAL VENTNATURAL 2040 PROVIDED (2−TW3046/1−TW2842) (2−TW3046/1−TW2842) 4'-0" 5068 2668 2X6 INSTALL 2X6 PLATE OVER SUBFLOOR @ HATCHED AREA AREA HATCHED HATCHED @ @ SUBFLOOR SUBFLOOR OVER OVER PLATE PLATE 2X6 2X6 INSTALL INSTALL 2'-1" INSTALL 2X6 PLATE OVER SUBFLOOR @ HATCHED AREA AREA HATCHED HATCHED @ @ SUBFLOOR SUBFLOOR OVER OVER PLATE PLATE 2X6 2X6 INSTALL INSTALL (2−TW2852) (1−CW135) (1−TW3046) 1611)

7'-11" 3'-2" 6'-10" 4'-9" DN % LIGHT % VENT % LIGHT % 7 B BATH DORMER 15.7 % 15.7 13.8 % 13.8 3'-2" 24% 11.7 % 11.7 24% 2668 8.2 %8.2 14 % 14 13 %13 11 % 11 9'-6" C14 18'-2 1/2" 18'-2 38'-0" 12.4 %12.4 7.7 %7.7 7.9 %7.9 4'-9" 4.5 % 4.5 8.7 %8.7 2068 14 % 14 3'-1"

2040 1'-6 1/2"

5'-0" LIN STORAGE

5068 2668 T IERUHOEIGCMET LOCATIONS COMMENTS OPENING ROUGH SIZE QTY INTERIOR DOORS − R.O. HEIGHT = 6’−11"; R.O. WIDTH = R.O. WIDTH 6’−11"; = R.O. HEIGHT − DOORS INTERIOR

2040 2 2 2 2 2 4 1 1 WINDOW DOOR SCHEDULE AND WINDOW A 6 TW2842 PS61611 TW2852 TW3046−2 TW3046 CW135 C14 3068 BEDROOM #3 5’ KNEEWALL 5’ STORAGE 14'-6 1/2" 14'-6 DORMER TW2842 CASEMENT CASEMENT DOUBLE HUNGDOUBLE HUNGDOUBLE HUNGDOUBLE HUNGDOUBLE SL. PATIO DR. PATIO SL. 4'-3" 15'-0" ENTRY DR. ENTRY STYLE 5’ KNEEWALL 5’ 6’−0 3/4" X 6’−10 1/2" X 6’−10 3/4" 6’−0 2’−0 3/4" X 4’−0 3/4" X 4’−0 3/4" 2’−0 3’−2 1/2" X 6’−10 1/2" X 1/2"6’−10 3’−2 5'-7 3/4"5'-7 2’−10 1/4" X 4’−5" X 1/4" 2’−10 2’−10 1/4" X 5’−5" X 1/4" 2’−10 6’−4 1/4" X 4’ 9"4’ X 1/4" 6’−4 3’ 2−1/4" X 4’ X 9"4’ 2−1/4" 3’ 2’−5" X 3’−5 1/2" 3’−5 X 2’−5"

3−2X6 SPF#2 HEADER ABV. TW3046-2 DOOR SIZE + 2" SIZE DOOR

4'-4" 13'-4" 5'-4"

29−7/8"CO. WIDTH & 30−1/4" COHEIGHT 1'-0" MEETS EGRESS−5.70 SF CLEAR CLEAR OPENING SF EGRESS−5.70 MEETS CLEAR OPENING SF EGRESS−5.70 MEETS 33−7/8" CO. WIDTH & 24−1/4" CO HEIGHTCO 24−1/4" & WIDTH CO. 33−7/8" HEIGHTCO 24−1/4" & WIDTH CO. 33−7/8" MEETSEGRESS−5.86SF CLEAR OPENING WINDOWS ARE ANDERSEN 400 SERIES UNIT U = .30 = U UNIT SERIES 400 ARE ANDERSEN WINDOWS METAL INSULATED DOOR INSULATED METAL EXTERIOR DOORS ARETHERMA TRU UNIT U=.25TRU UNIT ARETHERMA DOORS EXTERIOR ****PS61611 PATIO DOORs TO HAVE DOUBLE HAVE DOORsJACKS DOUBLE PATIO TO ****PS61611 BELOW NOTED AS EXCEPT STUDS JACK HAVE SINGLE TO OPENINGS *ALL OTHERWISE NOTED UNLESS OR GREATERSPF#2 BE 2−2X6 TO HEADERS INTERIOR *ALL ****EXCEPTION: TW3046−2 @ BEDROOM #3 SHALL BE7’− BEDROOM @ SHALL #3 TW3046−2 ****EXCEPTION: 3/8" BE ABOVE 6’−11 SUBFL SHALL HEADERS WINDOW *ALL OTHERWISE. NOTED UNLESS OR GREA SPF#2 BE2−2X10 SHALL EXTERIOR HEADERS *ALL ABV. SUBFLOORABV. HEADERS, JACKS & R.O. R.O. &HEIGHTS JACKS HEADERS, SECO ND FLO O R PLAN R PLAN R O O FLO FLO ND ND SECO SECO SCALE: 1/4" = 1’−0" = 1/4" SCALE: SECO ND FLO O R PLAN R PLAN R O O FLO FLO ND ND SECO SECO NOTE: CONTRACTOR SHALL VERIFYROUGH SHALL CONTRACTOR NOTE: OPENINGS PRIOR TO FRAMING WALLSPRIOR FRAMING TO OPENINGS 1ST FLR. BEDRM. & BEDRM. LIVING FLR. 1ST 1ST FLR. BATH & KITCHEN BATH FLR. 1ST 2ND FLR. BEDROOMS FLR. 2ND 2ND FLOOR BATH FLOOR 2ND FRONT DORMERSFRONT ENTRY & BILCO & ENTRY LIVING −DININGLIVING STUDY OOR. 4 5/8" 4 TER

PG#11 ROOF RAMING ROOF FRAMINGFLR. 2ND FRAMING FLR. 1ST PG#11 SECTIONSPG#10 SECTIONSPG#9 SECTIONSPG#8 PLANFLOOR 2ND PG#7 PLAN FLOOR 1ST PG#6 PLAN FOUNDATION PG#5 ELEVATIONSPG#4 ELEVATIONSPG#3 PG#2 PG#1 CUSTOM DRAWN FOR: INDEXSHEET 5 DRAWINGDATES SHEET #: SHEET KM NOT FOR CONSTRUCTION

SITE LOCATION MAILING ADDRESS of 11 CONTINUOUS RIDGE VENT (NOT SHOWN) SHEET #: ARCHITECTURAL ROOF SHINGLES LAID OVER 15# FELT UNDERLAYMENT WITH ICE & WATER BARRIER @ EAVES & VALLEYS

5/8" ROOF SHEATHING (T&G OR USE "H" CLIPS FOR SQUARE EDGE) 2x12 SPF#2 RAFTERS @ 24" O.C. 6 of 11 SHEET INDEX R38 CEILING INSULATION (KRAFT FACED FIBERGLASS OR EQUAL) 1'-0" 1'-0" 24'-0" PG#1 ELEVATIONS PROPER VENT WITH AIR BAFFLE AT BUILDING LINE PG#2 ELEVATIONS PG#3 FOUNDATION PLAN NOTE: ICE & WATER BARRIER SHALL BE INSTALLED AT ALL EAVES & VALLEYS. PG#4 1ST FLOOR PLAN 12'-0" 12'-0" PG#5 2ND FLOOR PLAN BARRIER SHALL EXTEND A MINIMUM OF 2’−0" INWARD FROM EXTERIOR WALL PG#6 SECTIONS PG#7 SECTIONS 2X10 SPF #2 JOISTS @ 16" O.C. PG#8 SECTIONS W/ 3/4" ADVANTECH T&G OSB SUBFLOOR T/O PEAK PG#9 1ST FLR. FRAMING PG#10 2ND FLR. FRAMING 2X12 RIDGE PG#11 ROOF RAMING SIMPSON H2.5A HURRICANE ANCHOR OR EQUAL (ALL RAFTER ENDS)

ALUMINUM DRIP EDGE

2X6 SUBFASCIA 2X6 @ 24" O.C.

6" ALUMINUM FASCIA

10" 1/2" GYPSUM INTERIOR PERFORATED VINYL SOFFIT 2X12 SPF#2 @ 24" O.C. & R38 CEILING & WALL FINISH 2X3 NAILER @ WALL (OPTIONAL) 12'-0"

DOUBLE 2X6 TOP PLATE

VINYL SIDING OVER AIR INFILTRATION BARRIER MAILING ADDRESS MAILING

7/16" OSB EXTERIOR WALL SHEATHING 8'-11/8" BEDROOM

2X6 @ 16" O.C. EXTERIOR WALL FRAMING 5'-0" 2X12 SPF#2 @ 24" O.C. & R38 2X4 @ 16" O.C.

8'-1 1/8" 8'-1 T/O RAFTER R21 KRAFT FACED FG. INSULATION OR EQUAL KNEEWALL 2X6 PLATE T/O SUBFLOOR 1'-0" 2X10 SPF#2 @ 16" O.C. T/O WALL 10"

2X10 SPF #2 JOISTS @ 16" O.C. JOIST HANGERS W/ 3/4" ADVANTECH T&G OSB SUBFLOOR (3) 1−3/4" X 16" LVL BEAM CUSTOMDRAWN FOR: 2X10 CONTINUOUS BOX (DO NOT BREAK OVER BASEMENT WINDOWS)

2X6 PRESSURE TREATED SILL PLATE WITH CLOSED CELL LIVING KITCHEN / DINING SILL SEALER BETWEEN FOUNDATION WALL AND SILL PLATE 8'-11/8"

10" 1/2" X 12" GALV. ANCHORS BOLTS @ 72" O.C. MAXIMUM; INSTALL ONE BOLT WITHIN 12" OF SITELOCATION ALL JOINTS AND CORNERS 2X6 @ 16" O.C. WITH R21 INSULATION FINISHED GRADE: KEEP FINISHED GRADE 16" DOWN FROM TOP OF T/O SUBFLOOR NOT FOR CONSTRUCTION FOUNDATION MINIMUM PITCH AWAY FROM HOUSE 6" MINIMUM IN FIRST 10' 2X10 SPF#2 @ 16" O.C. T/O SILL PLATE 10" 8" (3) 2X12 SPF#2 DROPPED GIRDER DRAWING DATES 2X4 @ 24" O.C. BASEMENT PERIMETER FRAMING 8'-0" 2X4 @ 24" O.C. WITH R13 INSUL WITH TREATED BOTTOM PLATE R-13 FIBERGLASS INSULATION WITH UL RATED COVERING 8" POURED CONCRETE WALL #5 REBAR #40" O.C. VERTICAL & 8" POURED CONCRETE WALL WITH BITUMINOUS 36" O.C. HORIZONTAL−ONE HORIZ

DAMPPROOFING AND REBAR REINFORCEMENT AS 7'-8" FULL BASEMENT BAR WITHIN 12" OF TOP OF WALL 8'-0" PER SOIL CHARACTERISTICS CLEAN BACKFILL 3.5" Dia. CONCRETE FILLED STEEL COLUMN WITH TOP AND 4" CONCRETE SLAB REINFORCED WITH 6X6 #10 WWF OR EQUAL BOTTOM BEARING PLATES 4" PERFORATED PERIMETER DRAIN LAID IN AND COVERED BY 4" #2 GRAVEL. COVER GRAVEL WITH FILTER FABRIC; PITCH T/O FOOTING DRAIN 1/8" PER FOOT AND EXIT TO DAYLIGHT OR

UNDISTURBED APPROPRIATE SUBTERRANEAN INFILTRATION AREA. 4" 4" CONCRETE SLAB WITH 6X6− SOIL 10/10 WELDED WIRE MESH AND 16" X 8" CONTINUOUS CONCRETE FOOTING CENTERED UNDER 6MIL POLY VAPOR BARRIER FOUNDATION WALLS WITH 2-#4 REBAR POURED CONTINUOUS 16"x8" CONTINUOUS CONC. FOOTING IN LOWER 1/3 OF FOOTING WITH 2− #4 REBAR AT BOTTOM THIRD OF FOOTING & #4 REBAR PIN FROM 24"x24"x12" CONC. FOOTING WITH #4 6" GRAVEL OR SAND BASE COMPACTED UNDER SLAB WALL TO FOOTING OR FOOTING KEY REBAR BOTH WAYS @ 6" O.C. TYPICAL WALL SECTION & NOTES SECTION −A− J SCALE: 3/8" = 1'-0" SCALE: 1/4" = 1'-0" KM 6" 6" 6'-0" 5" 4'-0" 24'-0" 1'-0" SHEET #: 3'-0" 3'-0" T/O RAFTER 12'-0" 12'-0" 12 8 2X10 RIDGE T/O PEAK

1'-11 1/2" 1'-11 T/O RAFTER of 2X8 SPF#2 RAFTERS @ 16" O.C. 2X12 RIDGE 7 11 T/O HEADER 2−2X8 SPF#2 HEADER WITH 2X6 PLATE OVER 2X 12 12 S 4−1/16 SHEET INDEX 5 1/8" 5 P F#2 @ 2 4'-03/4" PG#1 ELEVATIONS 4" O .C. PG#2 ELEVATIONS R38 INSUL 2X4 JOISTS @ 16" O.C. T/O RAFTER PG#3 FOUNDATION PLAN PG#4 1ST FLOOR PLAN 12 T/O WALL PG#5 2ND FLOOR PLAN 6X6 TREATED OR PINE POST 12 PG#6 SECTIONS 2X6 @ 24" O.C. PG#7 SECTIONS

8'-10" PG#8 SECTIONS 8'-8" P−1 101/8" PG#9 1ST FLR. FRAMING PG#10 2ND FLR. FRAMING 6 PG#11 ROOF RAMING M O O R D 5/4" EXTERIOR DECKING A E BATH H

" 8'-11/8" T/O 1ST FL. SUBFLOOR 0 8 6" F 2X6@ 16" O.C. TREATED JOISTS O T/O DECK JOIST 2X12 SPF#2 @ 24" O.C. & R38 E IN L

1'-10" FINISHED GRADE 4'-0" 3'-81/16" 9'-3" 3'-2" 7'-7"

6X6 TRT. POST WITH BASE ANCHOR 10" T/O SUBFLOOR 10"dia. CONC. PIER 2X10 SPF#2 JOISTS @ 16" O.C. T/O WALL

4'-0" 16" X 16" X 8" CONC. FOOTING 13 RISERS @ 8−1/4" 12 TREADS @ 9" 1−1/4" NOSING B/O FOOTING ADDRESS MAILING 3/4" RISER SECTION P−1 M O BATH SCALE: 1/4" = 1’−0" O

R 1/8" 8'-11 D A 8'-11/8" E TOTAL RISE 2X6 @ 16" O.C. WITH H 2X6 EXTERIOR WALL 0" R21 INSULATION 8 F O FLOOR JOISTS E IN 3'-7 1/2" L 3'-2" 7'-3 1/2" 2X6 TREATED SILL

111/2" T/O SUBFLOOR HORIZ. REINF. #4 REBAR @ 36" O.C.

(ONE BAR WITHIN 12" OF TOP) 2X10 SPF#2 @ 16" O.C. CUSTOMDRAWN FOR: (2) 2x6 trt girder T/O FOUND WALL (flush) hangers 4'-4" 8'-11" 8" POURED CONC. WALL VERTICAL REINF. #5 REBAR @ 40" O.C 13 RISERS @ 7−7/8" 2X4 @ 24" O.C. 3" 11 TREADS @ 9" WITH R13 INSUL 7'-0"

7'-10 1/2" 7'-10 1−LANDING 5" WALL HT. 1−1/4" NOSING 8'-6" 3/4" RISER SITELOCATION MAX. HT. BACKFILL TOTAL RISE

#4 REBAR PINS @ 20" O.C. (WALL TO FTG.) 1/2" 7'-10

6" IN FOOTING-18" IN WALL 3'-10" NOT FOR CONSTRUCTION

(2) #4 REBAR LOWER 1/3 OF FTG. 16"X8" CONC. FTG SECTION −B− LANDING T/O FOOTING DRAWING DATES SCALE: 1/4" = 1'-0" TYPICAL FOUNDATION WALL DETAIL Stairways. RAILING AS REQUIRED Width. Stairways shall not be less than 36 inches (914 mm) in clear width at all points above the permitted handrail height and below the required headroom height. Handrails shall not project more than 4.5 3/4" T&G SUBFLOOR OR DECKING inches (114 mm) on either side of the stairway and the minimum clear width of the stairway at and below the handrail height, including treads and landings, shall not be less than 31.5 inches (787 mm) where a handrail is installed on one side and 27 inches (698 mm) where handrails are provided on both sides. 3'-0" Headroom. The minimum headroom in all parts of the stairway shall not be less than 6 feet 8 inches (2036 mm) measured vertically from the sloped plane adjoining the tread nosing or from the floor surface of ACQ TREATED GIRDER the landing or platform. FLUSH - SYP#2 Stair treads and risers. TRT. JOIST Riser height. The maximum riser height shall be 8 1/4 inches (209 mm). The riser shall be measured vertically between leading edges of the adjacent treads. The greatest riser height within any flight of stairs JOIST HANGERS shall not exceed the smallest by more than 3/8 inch (9.5 mm). Tread depth. The minimum tread depth shall be 9 inches (229 mm). The tread depth shall be measured horizontally between the vertical planes of the foremost projection of adjacent treads and at a right angle to 6X6 TREATED POST the treads leading edge. The greatest tread depth within any flight of stairs shall not exceed the smallest by more than 3/8 inch (9.5 mm). Winder treads shall have a minimum tread depth of 10 inches (254 mm) measured as above at a point 12 inches (305 mm) from the side where the treads are narrower. Winder treads shall have a minimum tread depth of 6 inches (152 mm) at any point. Within any flight of stairs, the POST BASE ANCHOR largest winder tread depth at the 12 inch (305 mm) walk line shall not exceed the smallest by more than 3/8 inch (9.5 mm). Landings for stairways. There shall be a floor or landing at the top and bottom of each stairway. 10" dia. CONC. PIER Exception: A floor or landing is not required at the top of an interior flight of stairs, including stairs in an enclosed garage, provided a door does not swing over the stairs.

FOOTING AS SPECIFIED A flight of stairs shall not have a vertical rise larger than 12 feet (3658 mm) between floor levels or landings. The width of each landing shall not be less than the width of the stairway served. Every landing shall have a minimum dimension of 36 inches (914 mm) measured in the direction of travel. Illumination. All stairs shall be provided with illumination in accordance with Section R303.6. Handrails. R311.5.6 Handrails. Handrails shall be provided on at least one side of each continuous run of treads or flight with four or more risers. 4'-0"4'-0" MINIMUM MINIMUM 4'-0"4'-0" MINIMUM MINIMUM PIER DETAIL @ EXTERIOR DECK R312.1 Guards. Porches, balconies, ramps or raised floor surfaces located more than 30 inches (762 mm) above the floor or grade below shall have guards not less than 36 inches (914 mm) in height. Open sides of KMJ 1'-0" 1'-0" 24'-0" SHEET #: RIDGE DETAIL AT MAIN ROOF 12'-0" 12'-0"

6" 6" 1'-0" 7'-0 1/2" 3'-11 1/2" of 4'-3" 8 11 RAFERS NOTCHED OVER RIDGE SHEET INDEX 10 7/ 8" 10 2'-1 1/2" 2'-1 1/2" 2X12 RIDGE PG#1 ELEVATIONS 5-7/16" 2X12 RIDGE PG#2 ELEVATIONS PG#3 FOUNDATION PLAN 2X12 RAFTERS @ 24" O.C. − 12/12 12 PG#4 1ST FLOOR PLAN 2X10 RIDGE 12 PG#5 2ND FLOOR PLAN PG#6 SECTIONS 2X8 RAFTERS @ 24" O.C. 2X6 @ 24" O.C. PG#7 SECTIONS 2'-03/4" PG#8 SECTIONS PG#9 1ST FLR. FRAMING /12 R−38 FG. INSULATION 2 PG#10 2ND FLR. FRAMING 2X4 CEIL. JST @ 24" O.C. DBL JOIST HANGER 2X12 SPF#2 @ 24" O.C. & R38 PG#11 ROOF RAMING 2X12 "RAFTERS O.C. − 1 @ 3/4" 6 (2) 2X12 SPF#2 24 12'-69/16" SUBFLOOR TO

2X6 WALL

4'-4 7/8" 4'-4 BEDROOM WINDOW R.O 8'-11/8" 8'-11/8"

B/O ROUGH OP. 1/2" 8 T/O RAFTER 2X4 @ 16" O.C. KNEEWALL 2'-6 1/2" 2'-6 T/O SUBFLOOR 1'-10" 2ND FLOOR JOISTS 2X10 SPF#2 @ 16" O.C. MAILING ADDRESS MAILING GABLE DORMER SECTION 2X6 PLATE 2X6 @ 16" O.C. WITH R21 INSULATION SCALE: 1/4" = 1’−0" 3−2X6 HEADER 2X6 @ 16" O.C. BEARING WALL 8 1/2" 8 FLASHING 2X10 NAILER @ WALL BEDROOM STUDY 4'-87/8"

(RAISED) 2X8 SPF#2 RAFTERS @ 16" O.C. WINDOW R.O

ROOFING 15/16" 6 B/O WINDOW R.O. CUSTOMDRAWN FOR: T/O RAFTER

2X10 SPF#2 @ 16" O.C. 12 2'-7 2'-7 3/4" 3.5 (4) 2X12 SPF#2 DROPPED GIRDER 2ND FLOOR JOISTS 7/16" 2'-10 T/O RAFTER 2X4 @ 24" O.C. WITH R13 INSUL

T/O WALL SITELOCATION JOIST HANGERS 8" POURED CONCRETE WALL

6 1/2" 6 #5 REBAR #40" O.C. VERTICAL & 2X6 @ 16" O.C. CEIL. JST 36" O.C. HORIZONTAL−ONE HORIZ NOT FOR CONSTRUCTION

7'-8" FULL BASEMENT BAR WITHIN 12" OF TOP OF WALL 2−2X10 SPF#2 HEADER 3.5" Dia. CONCRETE FILLED 2X4 WALL FRAMING STEEL COLUMN WITH TOP AND DRAWING DATES BOTTOM BEARING PLATES WITH TRT. BOTTOM PLATE 8'-0"

EXTERIOR WALL

2X8 TREATED JOISTS @ 16" O.C.

4" 4" CONCRETE SLAB WITH 6X6− 10/10 WELDED WIRE MESH AND 6" 5/4" DECKING 6MIL POLY VAPOR BARRIER T/O DECKING 16"x8" CONTINUOUS CONC. FOOTING 1ST FLOOR JOISTS WITH 2− #4 REBAR AT BOTTOM THIRD OF FOOTING & #4 REBAR PIN FROM 30"x30"x12" CONC. FOOTING WITH #4 WALL TO FOOTING OR FOOTING KEY 2−2X10 TREATED GIRDER REBAR BOTH WAYS @ 6" O.C.

6X6 TREATED POST

POST BASE ANCHOR SECTION −C− FOUNDATION WALL SCALE: 1/4" = 1'-0" 10" dia CONC. PIER

24" X 24" X 8" CONC. FOOTING OPTIONAL SCREEN PORCH SECTION J SCALE: 1/4" = 1’−0" KM SHEET #:

38'-0" 9 of 11 13'-4" 24'-8" SHEET INDEX MOVE JOIST OFF 2−2X10 BOX ABV. BILCO OPENING PG#1 ELEVATIONS LAYOUT FOR TOILET 2X10 BOX HANGERS 10'-0" PG#2 ELEVATIONS PG#3 FOUNDATION PLAN PG#4 1ST FLOOR PLAN PG#5 2ND FLOOR PLAN SHADED JOISTS ARE 2X10 TREATED PG#6 SECTIONS PG#7 SECTIONS PG#8 SECTIONS PG#9 1ST FLR. FRAMING PG#10 2ND FLR. FRAMING PG#11 ROOF RAMING DBL 2X8 TRT. JOISTS @16" O.C. DBL TOILET DROP JOIST HANGERS JOIST 2X10 JOISTS@ 16" O.C.

4−2X12GIRDER BELOW JOIST HANGERS 3−2X12 GIRDERBELOW DBL 24'-0" 18'-0" 2X10 END BAY BLOCKING@24" O.C. 8'-11" DBL (2) 2X10 TREATED GIRDER FLUSH GIRDER TREATED 2X10 (2) WELLOP. MAILING ADDRESS MAILING DBL DBL 2X8 NAILER @ HOUSE; FASTEN@SYSTEM HOUSE; FLOOR NAILER TO2X8 HOUSE SCREWS O.C. @3−5/8" 16" WITH(2) LEDGERLOK

POST BELOW 4'-4"

SOLIDBLOCK UNDER POINTLOAD SCREEN PORCH JOIST LAYOUT 2X10 BOX SCALE: 3/16" = 1’−0"

16'-2" 3'-2" 18'-8" 2X8 TRT. JOISTS @ 16" O.C. CUSTOMDRAWN FOR: 5/4" DECKING WELL OP. LAYOUT JOISTS @ 16" O.C.

FIRST FLOOR JOIST LAYOUT SITELOCATION SCALE: 3/16" = 1’−0" 2X10 SPF#2 JOISTS @ 16" O.C. 3/4" T&G ADVANTECH OSB FLOOR SHEATHING GLUED AND NAILED NOT FOR CONSTRUCTION

DRAWING DATES

2X6 TREATED NAILER @ HOUSE (SECURE WITH (2) 3−5/8" LEDGER−LOK SCREWS @ 16" O.C.) 2X6 TREATED JOISTS @ 16" O.C. JOIST HANGERS 4'-0" POST BELOW

(2) 2X6 TREATED GIRDER (FLUSH) 6'-0" ENTRY PORCH JOIST LAYOUT SCALE: 3/16" = 1’−0" 2X6 TRT. JOISTS @ 16" O.C. 5/4" DECKING KMJ Rafter ties to rafters, face nail face rafters, tiesto Rafter hiprafters: valleyor ridge, to rafters Roof layers lumber 2-inch beams, and girders Built-up studs corner Built-up nail toe toplate, Rafter with two spacer1/2" pieces header, Built-up nailtoe plate, joist totop Rim to plate, top to betweenrafters joists or Blocking Double studs, face nail face studs, Double Collar tie to rafter, face nail, or 11/4" x 20 gage 20 x 11/4" or nail, face torafter, tie Collar nail face rafters, joist toparallel Ceiling nail face partitions, joist,over laps Ceiling nail toe stud, to header Continuous nail toe joists toplate, Ceiling two piecesheader, Continued Sole plate to joist or blocking at braced wall pane atbraced blocking tojoist or plate Sole nailtoe plate, tosole Stud nail face blocking, tojoist or plate Sole Top or sole plate to stud, end nail end tostud, plate sole or Top nail face and blind girder, or to joist subfloor 2" nail toe girder, tosill or Joist face nail face nail toe panel edges perpendicular to the framing members ne members framing the to perpendicular edges panel i. Spacing of fasteners on floor sheathing panel ed panel sheathing floor on fasteners of Spacing i. h. Gypsum sheathing shall conform to ASTM C 79 and and 79 C ASTM to conform shall sheathing Gypsum h. gab and eaves ridges, from distance 48-inch minimum b. Staples are 16 gage wire and have a minimum 7/16 minimum a have and wire gage 16 are Staples b. Spacing of fasteners on roof sheathing panel edges edges panel sheathing roof on fasteners of Spacing average bending yield strengths as shown: 80 ksi fo ksi 80 shown: as yield strengths bending average on center. When basic wind speed is greater than 10 than greater is speed wind basic When center. on a. All nails are smooth-common, box or deformed sha deformed or box smooth-common, are nails All a. c. Nails shall be spaced at not more than 6 inches inches 6 than more not at spaced be shall Nails c. sheathing to framing within minimum 48-inch distanc 48-inch minimum within framing to sheathing g. For regions having basic wind speed of 100 mph o mph 100 of windspeed basic having regions For g. e. Spacing of fasteners not included in this table table this in included not fasteners of Spacing e. s panels by 9-foot 4-foot or by 8-foot Four-foot d. than 0.177 inch, and 100 ksi for shank diameters of diameters shank for ksi 100 and inch, 0.177 than framing members or solid blocking. solid or members framing f. For regions having basic wind speed of 110 mph o mph 110 of speed wind basic having regions For f. 19/32" TO 1" 19/32" 5/16" TO 1/2" TO 5/16" BUILDING ELEMENTBUILDING 8d common nail (21/2" × × 0.131")(21/2" nail common 8d 8d common (21/2" × 0.131") nail (roof) nail 0.131") × (21/2" common 8d 6d common (2" × 0.113") nail (subfloor, wall) (subfloor, nail 0.113") × (2" common 6d and particleboard wall sheathing to framing. to sheathing wall particleboard and Wood structural panels, subfloor, roof and wall she wall and roof subfloor, panels, structural Wood FASTENER STRUCTURALSCHEDULEFOR MEMBERS hall be applied vertically. vertically. applied be hall shall be based on Table R602.3(2). R602.3(2). Table on based be shall ges applies to panel edges supported by framing mem by framing supported edges panel to applies ges on center at all supports where spans are 48 inches 48 are spans where supports all at center on 0.142 inch or less. less. or inch 0.142 r shank diameter of 0.192 inch (20d common nail), 9 nail), common (20d inch 0.192 of diameter shank r applies to panel edges supported by framing members by framing supported edges panel to applies r greater, 8d deformed (21/2 " x 0.120) nails shall nails 0.120) x " (21/2 deformed 8d greater, r e from gable end walls, if mean roof height is more is height roof mean if walls, end gable from e 0 mph, nails for attaching panel roof sheathing to to sheathing roof panel attaching for nails mph, 0 r less, nails for attaching wood structural panel r panel structural wood attaching for nails less, r nks except where otherwise stated. Nails used for f for used Nails stated. otherwise where except nks -inch on diameter crown width. width. crown diameter on -inch ed not be provided except as required by other prov by other required as except provided be not ed le end walls; and 4 inches on center to gable end w end gable to center on inches 4 and walls; end le shall be installed in accordance with GA 253. Fiber 253. GA with accordance in installed be shall ridge strapridge e nail e ls NUMBER & TYPE OF FASTENER OF TYPE & NUMBER f 16d (31/2" x x 0.135")(31/2" 16d x 0.135")(31/2" 16d 0.128") x (3" 10d x 0.135")(31/2" 16d 10d (3" 0.128") x (3" 10d 0.128") x (3" 10d 3-8d (21/2" x 0.113") or0.113") x (21/2" 3-8d 0.113") x (21/2" 3-8d 3-10d (3" x x 0.128")(3" 3-10d x 0.128")(3" 3-10d 0.113") x (21/2" 3-8d 0.113") x (21/2" 8d 0.113") x (21/2" 3-8d 0.135") x (31/2" 3-16d 3-10d (3" x x 0.128")(3" 3-10d 0.113") x (21/2" 3-8d 0.135") x (31/2" 3-16d 2-16d (31/2" x 0.135") x (31/2" 2-16d 0.135") x (31/2" 2-16d 0.135") x (31/2" 2-16d 2-16d (31/2" x 0.135") x (31/2" 2-16d 4-8d (21/2" x 0.113") x (21/2" 4-8d 4-16d (31/2" x 0.135") x (31/2" 4-16d oof sheathing to gable end wall framing shall be sp be shall framing wall end gable to sheathing oof be used for attaching plywood and wood structural structural wood and plywood attaching for used be or greater. greater. or intermediate supports shall be spaced 6 inches on c on inches 6 spaced be shall supports intermediate than 25 feet, up to 35 feet maximum. maximum. feet 35 to up feet, 25 than 0 ksi for shank diameters larger than 0.142 inch bu inch 0.142 than larger diameters shank for ksi 0 bers and required blocking and at all floor perimet floor all at and blocking required and bers raming and sheathing connections shall have minimum have shall connections sheathing and raming 6" o.c. edges o.c. 6" edges o.c. 6" athing to framing, to athing all framing. framing. all board sheathing shall conform to ASTM C 208. 208. C ASTM to conform shall sheathing board isions of this code. Floor perimeter shall be suppo be shall perimeter Floor code. this of isions and required blocking. Blocking of roof or floor s floor or roof of Blocking blocking. required and 16" O.C. 16" 16" O.C. 16" 16" O.C. along each edge each O.C.along 16" edge each O.C.along 16" NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA 24" O.C. 24" 6" O.C. 6" 2 nails @ ends & each splice each & nailsends @ 2 staggered; bottom & O.C.top 24" O.C. 24" S PA CING 12" o.c. centers o.c. 12" centers o.c. 12" aced 6 inches 6 aced panel roof panel ers only. ers enter for enter t not larger not t heathing rted by rted

24'-0"

2X10 END BAY BLOCKING @ 24" O.C. LAYOUT JOISTS @ 16" O.C.16" @ JOISTS LAYOUT (SEE MFGR. SPECS FOR EXACT LOCATION) EXACT FOR SPECS MFGR. (SEE ADJUST JOIST FOR SHOWER DRAIN AS REQUIRED AS DRAIN SHOWER FOR JOIST ADJUST

2X10 JOISTS @ 16" O.C. 16'-2"

BEARING WALL BELOW 3/4"T&G ADVANTECH OSB FLOOR SHEATHING GLUED AND NA 2X10SPF#2 JOISTS@ 16" O.C. SECOND FLOOR JOIST FLOORLAYOUTJOIST SECOND SCALE: 3/16"= 1’−0" 2X10 BOX 2X10

TOILET DROP

DBL DBL 3'-2"

4'-0" 9'-3" 10'-9" 38'-0"

DBL

(3) 1−3/4" X 16" LVL BM (FLUSH @ TOP) (UNDER DORMER SIDE WALLS)SIDE DORMER (UNDER BLOCKING @ 24" O.C. 24" @ BLOCKING 18'-8" ILED

12'-0" 12'-0"

10 PG#11 ROOF RAMING ROOF FRAMINGFLR. 2ND FRAMING FLR. 1ST PG#11 SECTIONSPG#10 SECTIONSPG#9 SECTIONSPG#8 PLANFLOOR 2ND PG#7 PLAN FLOOR 1ST PG#6 PLAN FOUNDATION PG#5 ELEVATIONSPG#4 ELEVATIONSPG#3 PG#2 PG#1 CUSTOM DRAWN FOR: INDEXSHEET DRAWINGDATES SHEET #: SHEET KM NOT FOR CONSTRUCTION

SITE LOCATION MAILING ADDRESS of 11 10'-0" 1'-0" SHEET #: 2X6 RAKE LADDER 5"

5" 9'-6" 5" RAKE LADDER DETAIL UP TO 16" OVERHANG 2X6 SUBFASCIA 11 of 11 1'-0" SHEET INDEX 3.5 /12 ROOFING AS SPECIFIED PG#1 ELEVATIONS ROOF SHEATHING PG#2 ELEVATIONS METAL DRIP EDGE PG#3 FOUNDATION PLAN PG#4 1ST FLOOR PLAN PG#5 2ND FLOOR PLAN 2X6 SUBFASCIA PG#6 SECTIONS

18'-0" 2X8 RAFTERS @ 16" O.C. ALUMINUM FASCIA PG#7 SECTIONS 2X6 SUBFASCIA 2X6 PG#8 SECTIONS

12'-0" VINYL SOFFIT PG#9 1ST FLR. FRAMING

2X6 RAKE LADDER 2X6RAKE LADDER 2X6RAKE PG#10 2ND FLR. FRAMING GABLE WALL PG#11 ROOF RAMING 2X10ATHOUSE NAILER SPF#2 WALL 2X12 RAFTERS @2X12 24" O.C. RAFTERS ALIGNALIGN RAFTERS RAFTERS WITH WITH OPPOSITE OPPOSITE SIDE SIDE ALIGNALIGN RAFTERS RAFTERS WITH WITH OPPOSITE OPPOSITE SIDE SIDE 4 1/16 /12 1/16 4

SHED DORMER ROOF FRAMING 5" SCALE: 3/16" = 1’−0" 2X12 SPF#2 RAFTERS @ 24" O.C. 5/8" T&G ADVANTECH OSB SHEATHING SCREEN PORCH ROOF FRAMING SCALE: 3/16" = 1’−0" 1'-0" 38'-0" 1'-0" 2X8 SPF#2 RAFTERS @ 16" O.C. 5/8" T&G ADVANTECH OSB SHEATHING 13'-5 1/2" 9'-7" 14'-11 1/2" EAVE OVERHANG DETAIL ADDRESS MAILING 2X6 SUBFASCIA

1'-0" ROOFING AS SPECIFIED ROOF SHEATHING METAL DRIP EDGE

2X6 SUBFASCIA

ALUMINUM FASCIA

VINYL SOFFIT (PERFORATED) CUSTOMDRAWN FOR: DORMER WALLS DORMER DBL DBL 2x6 RAFTER TIES 2x6 DBL DBL 2X12 RIDGE SITELOCATION 12/12 24'-0" 12/12 NOT FOR CONSTRUCTION

DRAWING DATES 2X6 RAKE LADDERS O.C. WITH 2X6RAKE @ 24" BLOCKING DBL DBL DBL DBL 8'-8 8'-8 5/8" 7'-0 7'-0 1/2" 2−2X12BM. 2X10 RIDGE 2X10 SUBFASCIA 2X6 1'-0" 2X4FLAT NAILER 5" 2X12 RAFTERS @2X12 24" O.C. RAFTERS 2X6 RAKE LADDER 1'-0" 2X6 SUBFASCIA

4'-0" 2X8 @ 16" O.C. ENTRY 6" 4'-3" PORCH RAFTERS−8/12 6"

5" 2X6 RAKE LADDER

6" 3'-0" 3'-0" 6" GABLE DORMER ROOF FRAMING SCALE: 3/16" = 1’−0" 5'-7 1/4" 4'-4" 6'-0 3/4" 6'-0" 6'-0 3/4" 4'-4" 5'-7 1/4" 2X8 SPF#2 RAFTERS @ 24" O.C. 5/8" T&G ADVANTECH OSB SHEATHING MAIN ROOF FRAMING 2X12 SPF#2 RAFTERS @ 24" O.C. J SCALE: 3/16" = 1’−0" 5/8" T&G ADVANTECH OSB SHEATHING KM SHEET #:

LANDS NOW OR FORMERLY OF N of LANDS NOW OR FORMERLY OF 12S-111 LANDS NOW OR FORMERLY OF SHEET INDEX PG#1 ELEVATIONS PG#2 ELEVATIONS PG#3 FOUNDATION PLAN PG#4 1ST FLOOR PLAN PG#5 2ND FLOOR PLAN PG#6 SECTIONS PG#7 SECTIONS PG#8 SECTIONS CROSS HATCHED AREA IS PROPOSED PG#9 1ST FLR. FRAMING OPTIONAL SCREENED PORCH A PG#10 2ND FLR. FRAMING NY LA PG#11 ROOF RAMING 180 SF FOOTPRINT NE LANDS NOW OR FORMERLY OF

+I +

60’ I SHADED AREA IS PROPOSED NEW HOME '

2 936 SF FOOTPRINT . 8 EXISTING WELL HATCHED AREA IS EXISTING 2 ' (POINT) BUILDING TO BE REMOVED 10 3 952SF FOOTPRINT ' ' S O 8 1 M + 3 8 I Y E ’ ' A W 5 2 13 W A 0 + Y . 3 I R ADDRESS MAILING

3 ' ’

' 8 E + 4 I 7 H ' T O + I N ' A 85 2 4 . 0 6' ' 1 6'

' CUSTOMDRAWN FOR: 16

3 2 + LANDS OF . 0 0’ I 7 ' 7

0 SITELOCATION

’ +

I LANDS NOW OR FORMERLY OF NOT FOR CONSTRUCTION

+ I DRAWING DATES 69’

LANDS NOW OR FORMERLY OF

SITE PLAN SCALE 1"=20'-0" THIS IS NOT A SURVEY. INFORMATION BASED ON TITLE INSURANCE ABSTRACT, FIELD MEASUREMENTS AND TAX MAP KMJ

MAILING ADDRESS MAILING SITE LOCATION SITE

J NOT FOR CONSTRUCTION FOR NOT KM

SHEET #:

DRAWING DATES DRAWING S-2 CUSTOM DRAWN FOR: DRAWN CUSTOM SHEETINDEX PG#1PG#2PG#3 ELEVATIONS PG#4 ELEVATIONS PG#5 FOUNDATIONPLAN PG#6 1STFLOOR PLAN PG#7 2ND FLOORPLAN PG#8 SECTIONS PG#9 SECTIONS PG#10 SECTIONS PG#11 1STFLR. FRAMING 2ND FLR.FRAMING ROOFRAMING 13

+ ’ 8 +I 7

’

O I

A P

(POINT) 0 5

EXISTING WELL EXISTING

)

PARATION

E I

( 100FT S 100FT

U Y

T '

0 I

E 0

1 I

N '

I 0

O 1

' UM

R 4 M

INI P M

SCALE 1"=20'-0" SCALE

SEPTIC LAYOUT

4 ' '

4 33 I

S ANDS AND SOIL SOIL INVESTIGATION INVESTIGATION /PERC. /PERC. TEST TEST S ANDS AND SOIL SOIL INVESTIGATION INVESTIGATION /PERC. /PERC. TEST TEST +

FLOW RATE OF 330 GALLONS PER DAY OR LESS FLOW RATE OF 330 GALLONS PER DAY OR LESS FLOW RATE OF 330 GALLONS PER DAY OR LESS FLOW RATE OF 330 GALLONS PER DAY OR LESS ’ OF THE PROPOSED ABSORPTION FIELD OR ’ ’ OF THE PROPOSED ABSORPTION FIELD OR ’ OF THE PROPOSED ABSORPTION FIELD OR ’ OF THE PROPOSED ABSORPTION FIELD OR HIN 50’ OF THE PROPOSED SEPTIC TANK LOCATION HIN 50’ OF THE PROPOSED SEPTIC TANK LOCATION HIN 50’ OF THE PROPOSED SEPTIC TANK LOCATION HIN 50’ OF THE PROPOSED SEPTIC TANK LOCATION

OLATION RATE OF 10 MINUTES PER INCH OR BETTER OLATION RATE OF 10 MINUTES PER INCH OR BETTER jen.com jen.com OLATION RATE OF 10 MINUTES PER INCH OR BETTER OLATION RATE OF 10 MINUTES PER INCH OR BETTER jen.com jen.com 9

+I 6

’

3 1 1000GAL SEPTICTANK DISTRIBUTION BOX LANDSOF

+ I (16)−3’ 4’MODULES X (TRENCH SYSTEM) 70’ ELJEN ABSORPTIONFIELD AREA APPENDIXAPPENDIX 75A 75ACAN CAN BE BE VIEWED VIEWED AT AT www.health.ny.gov www.health.ny.gov SYSTEM IS SUITABLE FOR A THREE BEDROOM HOME WITH A SYSTEMSYSTEM SHOWN SHOWN IS ISA RESIDENTIALA RESIDENTIAL TRENCH TRENCH SYSTEM SYSTEM SYSTEM IS SUITABLE FOR A THREE BEDROOM HOME WITH A APPENDIXAPPENDIX 75A 75ACAN CAN BE BE VIEWED VIEWED AT AT www.health.ny.gov www.health.ny.gov ELJEN SYSTEM SPECIFICATIONS CAN BE VIEWED AT www.el ELJEN SYSTEM SPECIFICATIONS CAN BE VIEWED AT www.el DISTRUBUTION BOX. NO WELLS WERE OBSERVED TO BE WIT DISTRUBUTION BOX. NO WELLS WERE OBSERVED TO BE WIT SYSTEM IS SUITABLE FOR A THREE BEDROOM HOME WITH A NUMBER OF MODULES IS SUITABLE FOR SOILS WITH A PERC NO NEIGHBORING WELLS WERE MEASURED TO BE WITHIN 100 NUMBER OF MODULES IS SUITABLE FOR SOILS WITH A PERC SYSTEM IS SUITABLE FOR A THREE BEDROOM HOME WITH A SYSTEMSYSTEM SHOWN SHOWN IS ISA RESIDENTIALA RESIDENTIAL TRENCH TRENCH SYSTEM SYSTEM NO NEIGHBORING WELLS WERE MEASURED TO BE WITHIN 100 INFORMATION PRESENTED IS BASED ON FIELD MEASUREMENT INFORMATIONINFORMATION SUPPLIED SUPPLIED BY BY THE THE PROPERTY PROPERTY OWNER. OWNER. INFORMATION PRESENTED IS BASED ON FIELD MEASUREMENT ELJENELJEN SYSTEM SYSTEM SPECIFICATIONS SPECIFICATIONS CAN CAN BE BE VIEWED VIEWED AT AT www.el www.el DISTRUBUTION BOX. NO WELLS WERE OBSERVED TO BE WIT DISTRUBUTION BOX. NO WELLS WERE OBSERVED TO BE WIT NO NEIGHBORING WELLS WERE MEASURED TO BE WITHIN 100 NUMBER OF MODULES IS SUITABLE FOR SOILS WITH A PERC NO NEIGHBORING WELLS WERE MEASURED TO BE WITHIN 100 NUMBER OF MODULES IS SUITABLE FOR SOILS WITH A PERC INFORMATIONINFORMATION PRESENTED PRESENTED IS ISBASED BASED ON ONFIELD FIELD MEASUREMENT MEASUREMENT INFORMATIONINFORMATION SUPPLIED SUPPLIED BY BY THE THE PROPERTY PROPERTY OWNER. OWNER. EMOVED FOR RAISED BEDS.FOR EMOVED THE SOIL LLER LLER SHALLRESPONSIBLEBE FOR ATER SOFTENER. ATER MODULESSFIN TRENCH THE PERIMETER OF THE OF THEPERIMETER MODULES. THESIDES THE OF THIS PIPE.REPEAT PLACEMENT. OILS, OILS, HUMUS, AND "DREDGING" NDTHE MODULES, GSF WITH 6" LY LY WITH ALLTHE REQUIREMENTS OF IDE PROPER PROPER TENSIONIDE AND DULEAND DOWN BOTH SIDESWITH THE DE REQUIREMENTS.ALL FILL RIFY SITE RIFY CONDITIONSSUITABLE ARE SAND.A PLOWEDINTERFACE ON N PIPE. N R STONES R LARGER THAN ANY 2" IN THEPIPEAREAALLOWING THECOVER ERFORATED PIPEONERFORATEDTOP OF THEGSF OO TIGHT. OO TENSIONTHE CORRECT OF NT. ULES ULES ANDFOR FINAL COVER THE ELJENMOST CURRENTNEW YORK G #100A SIEVE AND LESS THAN 5% BAGE BAGE DISPOSAL. ERNEATHTHE MODULES WITH12" GRADEAS MEASUREDTHE FROM TOP OF MULTIPLETRENCH SECTION 4−THIS SYSTEMISNOT DESIGNEDBACKWASH FOR W FROM A THE COVER FABRICISTHE SET BY: COVER THE SHALLMODULE VENTED. BE VEGETATION 4" TO CLEAN OF 6" OF LOAM. FOR SYSTEM FOR SHOWN. 3−THIS SYSTEM IS DESIGNEDNOT TO USED BE WITHA GAR NYSAPPENDIX 75A AND LOCAL HEALTH REGULATIONS−INSTA SYSTEM COMPLIANCE. 2−THIS DESIGN INSTALLEDBEMUST ACCORDANCEIN WITH DESIGNAND INSTALLATION INSTALLER MANUAL. SHALL VE * THESPREADING FABRICOVER THECOVERTHE TOP OF MO COVER FABRIC TENTEDCOVER THETOP OF OVER THEDISTRIBUTIO *PLAVE SHOVEL FULLS OF SPECIFIED SANDDIRECTLY OVER FABRIC TO FORM MOSTLYFORM FABRIC ATO VERTICALORIENTATION ALONG STEP DOWNMOVING THE PIPE. DIMENSION A TO DEPTHTHE MINIMUM OVER 8" MOD GSF OF MUST BEMUST SCARIFIED DEEPPROVIDE TO CHANNELSTHE FOR CONTOUR IS TOTHE RECOMMENDED PREPARE FILLSOIL FOR 6−SCARIFYANY SMEAREDTO FILLSUBSOIL PRIOR PLACEME 7−FILLMATERIAL SHALL STATEEXCEEDMEET OR NY OF CO DIRECTLYBENEATH THE SYSTEM. GSF 8−ASTM SPECIFIEDC33SAND WITH LESS THAN 10% PASSIN 5−ORGANICMATERIAL THAT CANRESTRICT MUSTFLOW R BE MATERIAL SHALL CLEANBANKBE RUN SAND, OF FREETOPS PASSINGA #200SIEVE SHALL PLACED BE BELOW AND AROU CONFIGURATIONS. BED IN SYSTEMS, 6"MINIMUMUSE UND ORIENTATIONTHE OF THEFABRIC AROUND SIDES OF THEP MODULES. FABRIC SHOULDNEITHERBE TOO LOOSE,T NOR MINIMUM UNDERNEATHMINIMUM AND SURROUNDING6" MINIMUM THE G BETWEENMINIMUM ROWSANDMODULE 12" AROUNDMINIMUM 9−ELJEN GEOTEXTILEPROVIDEDFABRIC SHALLCOVER PROV 10−BACKFILL MATERIAL SHALL CLEANWITHBE O NO ROOTS 1−DESIGN AND CONSTRUCTION OF THIS SYSTEM SHALL COMP 11−ANY SYSTEMWHICH IS MORE THAN BELOW 18" FINISHED