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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) SD 3−2X12 GIRDER ABOVE (SPF #2) 8'-7 8'-7 3/4" CO 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" SD CO SCREEN PORCH PS61611L 2668 3'-10 1/2" 4'-5 3/4" 2668 4'-0 1/2" SCREEN 3−2X10 4−2X6 POST SD 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 SD 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.
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