Floor Plans and Elevationso/ [/- p # 11/-6N
12'-0"
)2x8 FLUSH*ROOF SUPPORT
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A
10"x64" CONC FILLED
SONA TUBE(BLUBED 20"x10"
AT BASE) INSTALL METAL
POST BRACKETS AS PER
MANF SPECS TO SUPPORT
PT 6x6 POST (TYP)
(2)2x10
36'-0"
11'-6" 0'-1Q, 1/16"
INSTALL 2x2 CLEATS
ALONG EDGE OF
JOISTS. INSTALL 1 /2"
CDX OVER THEN
INSTALL INSULATION
*SEE DETAIL* ,
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REQUIRES; LOCATED ON SITE
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10'-0"
20'-0"
-
A
13'-0" d-
8'-8"
5'-0"
s
4/0
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8'-6"
2/4
0
7'-7 1/2" 2/s
15'-11 1/2"
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s/o
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5'-5
1/2" 10'-0"
O
7'-8 1/4"
7'-8
1/4" 3 5'-2"
36'-0"
�g
DECK
RIGHT SIDE ELEVATION
LEFT SIDE ELEVATION
REAR ELEVATION
FRONT ELEVATION
3 SEASON RESIDENCE
7 NUTLY LANE;LAKE GEORGE NY
NE BY: ELEVATIONS
RKO DAVID J. HOPPER
DeRaven Design & Drafting C D S ARCHITECT
SCALE: 333 Kingsley Rd;Burnt Hills NY
FILE # FEB4GR1 3/16"=1' 518*478*0630
DATE FEB 3 21
SHEET OF
OWNER
GRINER
CONTRACTOR
GRINER
25yr ASPHALT or FIGERGLASS SHINGLED
OVER 15# ROOFING FELT OVER 5/8" OSB
or BETTER DECKING(NAILED DOWN)
OVER 2x8 RAFTERS;16"oc
EXTERIOR WALL
2x6 STUDS;16"o.c.
DOUBLE TOP PLATE
5 1/2"F.G.BATTEN MIN=R-21
IF UNFACED INSULATION IS
USED INSTALL 4" MIL
POLY AS VAPOR BARRIER
7 1/6" OSB or+
SHEATHING /TYVEX or
EQUAL HOUSE WRAP
VINYL SIDING INSTALLED
AS PER MANF SPEC'S
HEADERS=(2)2x10 W/
2 1/2" INSULATION
CENTER UNLESS NOTED
DIFFERENT.
4" OC RAIL
SPACING
4 RISERS(7 1/2")
RISERS CLOSED
3 TREADS(10 1 /8")
9"+1 1/8" NOSING
10"x64" CONC FILLED
SONA TUBE(BLUBED 20"x10"
AT BASE) INSTALL METAL
POST BRACKETS AS PER
MANF SPECS TO SUPPORT
PT 6x6 POST (TYP)
14'-6"
CON RIDGE VENT
2x10 RIDGE
BOARD
9-
�11..
R-30
13'-7" cc)
4'-0"
4'-0"
i
0
3/4 T&G DECKING
OVER 2xE FJ;12"oc
2x12
R-30
co
0
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Kel 9
INSTALL 2x2 CLEATS
ALONG EDGE OF
JOISTS. INSTALL 1 /2"
CDX OVER THEN
INSTALL INSULATION
13'-6"
LOADS
1st FLOOR=55#/SQFT N
2nd FLOOR=45#/SQFT w w
ROOF=60#/SQFT r'7 Z Z
WIND=115 MPH M L 0 w
Lv 0 U C�
INSTALL ICE/WATER SHIELD Li-cl� <
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48" WIDE FROM Ld w z —
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ROOF EDGE UP o v=i 0 0
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2x6 SUB FASCIA/RAKE
/ ALUM. or VINYL FINISH a�
812 METAL DRIP EDGE\00
INSTALL PROPER VENT z o�
INSTALL HURRICAN CLIPS Z o
12"CONT VENTED
Lw p
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PLUMBING CHART
FIXTURE
DRAINAGE
VENT
SUPPLY- --
WATER CLOSET
3"
3"
3/8"
LAVATORY
14W
1412"
3/8"
BATH TUB
1412"
141r
1/2"
KITCHEN SINK
1412"
1412"
112"
SHOWER
2"
1412"
1/2"
HOSE BIB
—
—
112"
WASHER
1-112"
1412"
1P1"
FOUNDATION NOTES:
1) POURED CONCRETE SHALL HAVE THE FOLLOWING
MINIMUM STRENGTH AT 28 DAYS. (FOOTINGS; 2600 PSI,
WALLS; 3500 PSI, SLABS 4000 PSI)'. CONCRETE SHALL BE
PORTLAND CEMENT; ASTM C 160 TYPE 1.
2) ALL WOOD FRAMING WITHIN 5' OF FINISHED GRADE
SHALL BE PRESSURE TREATED LUMBER. WOOD PLATES
SHALL BE SECURED WITH 1/2" DIA. X S" ANCHOR BOLTS
AT 72" MAX. O.C, AND 12" EACH WAY FROM CORNERS,
UNLESS NOTED OTHERWISE.
3) ALL CONCRETE FOOTINGS SHALL BEAR ON
UNDISTURBED SOIL, (AS DETAILED).
4) CENTER ALL FOOTINGS UNDERFOUNDATION WALLS
AND COLUMNS, UNLESS NOTED OTHERWISE.
5) ALL POURED CONCRETE SLABS SHALL BE PLACED
OVER COMPACTED GRANULAR FILL_
8) ALL FOUNDATION WALLS OF THICKNESS NOTED ON
THE FOUNDATION PLAN ARE POURED CONCRETE WITH
DOUBLE ROW OF #4 BARS HORIZ. AT 12" FROM TOP OF
WALL.
7) INSTALL 4' PERFORATED PVC FOUNDATION DRAIN AT
SAME DEPTH OF FOOTINGS AROUND PERIMETER OF
ENTIRE BUILDING AND PITCH PIPE TO DRAIN TO
TPAYLIGHT OR CONNECT TO APPROVED SUMP.
8) INSTALL SUMP PIT TO DRAIN TO EXTERIOR. FIELD
VERIFY LOCATION.
9) MAINTAIN 4 FEET MINIMUM DEPTH OF ALL EXTERIOR
CONCRETE FOOTINGS BELOW FINISHED GRADE STEP
FOOTINGS DOWN AS REQUIRED,
10) DO NOT PLACE FOOTINGS IN WATER OR ON FROZEN _
GROUND. DO NOT ALLOW GROUND BELOW FOOTINGS TO
FREEZE, PRIOR TO PLACEMENT OF CONCRETE.
11) LAP FOOTING AND HORIZONTAL WALL REINFORCING
BARS 24" AT SPLICE UNLESS NOTED OTHERWISE.
GENERAL NOTES
1) THE CONTRACTOR SHALL APPLY FOR AND PROPERLY POST
REQUIRED BUILDING PERMITS AS WELL AS ARRANGE FOR ALL
REQUIRED INSPECTIONS BY THE LOCAL BUILDING DEPARTMENT
AND/OR ANY OTHER AGENCY HAVING JURISDICTION.
2) ALL CONSTRUCTION SHALL CONFORM TO APPLICABLE
STATE/LOCAL BUWI14G CODE REQUIREMENTS AND SHALL BE IN
ACCORDANCE WITH THE RESIDENTIAL CODE OF NEW YORK STATE.
3) CONTRACTORS S14ALL PERFORM ALL MISC. REMOVALS,
MODIFICATIONS, CONSTRUCTION AND CLEANUP REQUIRED TO
COMPLETE THE GENERAL SCOPE OF THIS PROJECT.
4) CONTRACTOR SHALL PROVIDE ALL REQUIRED MATERIAL AND
COMPONENTS NECESSARY, (SUCH AS NAILS, SCREWS, SEALANT,
FLASHING ETC...) TO PROVIDE A STRUCTURALLY SOUND AND
WEATHER TIGHT BUILDING.
6) CONTRACTOR IS RESPONSIBLE FOR ALL MEANS, METHODS,
TECHNIQUES, SEQUENCES, OR PROCEDURES AND SAFETY
PRECAUTIONS IN CONNECTION WITH THE WORK.
6) CONTRACTORS SHALL INDEMNIFY THE OWNER AND HIS AGENTS
THROUGH ADEQUATE INSURANCE COVERAGE AGAINST ANY CLAIMS
ARISING FROM INJURIES DURING CONSTRUCTION OR FAILURE TO
MAINTAIN SAFE CONDITIONS ON T14E CONSTRUCTION SITE.
7) CONTRACTOR SHALL VERIFY ALL CONDITIONS, DIMENSIONS,
ROUGH -OPENING SIZE, ROOF PITCHES, ETC.. AT THE SITE PRIOR TO
BEGINNING CONSTRUCTION. NOTIFY THE ARCHITECT OF ANY
DISCREPANCIES ANO/OR DEVIATION FROM THESE DRAWINGS FOR
REVIEW AND/OR CORRECTION BEFORE PROCEEDING WITH WORK.
CONTRACTOR SHALL ASSUME RESPONSIBILITY FOR ERROR WHICH
ARE NOT REPORTED.
8) UNAUTHORIZED ALTERATIONS TO THESE DRAWINGS IS A
VIOLATION OF NYS EDUCATION LAW ARTICLE 145, SECTION 7209.
S) DIMENSIONS ARE GIVEN FROM FACE OF EXTERIOR FRAMING TO
FACE OF INTERIOR FRAMING (TYPICALLY) UNLESS NOTED
OTHERWISE. DO NOT SCALE DRAWINGS FOR DIMENSIONS.
DIMENSIONS SHALL BE READ OR CALCULATED AND SHALL BE FIELD
VERIFIED BY THE BUILDER
10) ANY STRUCTURAL MEMBER SUBJECT TO CUTTING, DRILLING OR
NOTCHING SHALL BE REINFORCED, REPAIRED AND / OR REPLACED,
AND LEFT IN A SAFE, STRUCTURALLY SOUND CONDITION W
ACCORDANCE WITH THE REQUIREMENTS OF THE NYS BUILDING
11) ALL ELECTRICAL WORK SHALL CONFORM TO THE NATIONAL
ELECTRICAL CODE REQUIREMENTS.
12) ALL PLUMBING SHALL BE INSTALLED PER STATE PLUMBING CODE
AND ALL APPLICABLE LOCAL PLUMBING REGULATIONS_.
13) DESIGN LOADS: 1st FLOOR LOAD 60 PSF, 2nd FLOOR LOAD 4B
PSF, ROOF LIVE LOADS Ob PSF, WIND LOADS (EAVES)115 q)h.
WALLS LIVE LOAD4IS PSF
14) STANDARD FRAMING LUMBER SHALL BE NO.2 EASTERN WHITE
PINE (OR BETTER), WITH F8=950 PST AND E=1,100,000 PSI
15) METAL CONNECTORS SHALL NOT BE LESS THAN 0.038" THICK,
COATED THICKNESS. GALVANIZED SHEET STEEL: ASTM A 448, GRADE
A COATING G60.
16) MICROLLAM LUMBER SHALL BE STRUCTURALLY RATED AS
FOLLOWS; FS = 2900 PSI, E = 2,000,0W PSI.
17) INSTALL 2X4 SOLID WOOD BLOCKING AT MID HEIGHT OF ALL
WALLS OVER 8' IN HEIGHT.
18) INSTALL DOUBLE FLOOR JOISTS UNDER PARALLEL PARTITIONS 6
OR MORE IN LENGTH.
19) ALL COLUMNS AND OTHER SOLID FRAMING SHALL EXTEND
DOWN THROUGH ALL LEVELS AND TERMINATE AT THE FOUNDATION
LEVEL ANDBE SUPPORTED BY THE CONCRETE FOUNDATION WALLS
AND FOOTINGS.
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BEAM HANGERS/INSTALLED AS PER MANF SPECS
,2x8 DECK
JOISTS; 6
12'-0"
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,2x8 DECK
JOISTS;16"oc
10'-0"
0
NOTE: DECK JOISTS ARE HUNG
FROM BEAM W/ METAL JOIST
HANGERS
2x8 DECK
JOISTS;16 oc
10'-0#
L2x8 DECK
= JOISTS 16 oc
cn
LL
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IN
12'-0"
2x8 DECK JOISTS;16"oc
5/4 DECKING
4" OC RAIL
SPACING
4 RISERS(7 1/2")
RISERS CLOSED
3 TREADS(10 1 /8")
9"+1 1/8" NOSING
o
10"x64" CONC FILLED Ln
SONA TUBE(BLUBED 20"x10".,x
AT BASE) INSTALL METAL
POST BRACKETS AS PER
MANE SPECS TO SUPPORT
PT 6x6 POST (TYP)
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(4)2x8
METAL BEAM
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PER MANE SPECS
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Below b an Mma-4on on how deck beam must be attached to the de& posL plem
note with the use of the "Notched Yost" the Builder will need to use a 4x6 at 6x6 to be accepted
by the inspector- Also, at minimum, K" hardware or my ether accepted *fasrgft s_MM*will
be wqukW in dw notch post Wficathm-
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NOTE: THIS IS A PLAN OF EXISTING LAYOUT
54'-0'
100` 6'-0' 28'-0" 1, 10'-0'
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11'-8 1/2' 4,_oa STORAGE BEDRKITCHEN j
07'-8 1/2' (O N m 2/ T E:X z/e /4 BATH U
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V I 271_5a
NOTE: CHECK DEMENSIONS DH36x60 W PW48x60
ON SITE DH36x60 W/PW48x60
6'-0` 28'-0'
1st FLOOR PLAN COVERED PORCH 44'-0'
2/6
UD
Q
BEDRM #1
9'-8 1/2'
x6/8 PATIO
10'-0'
ISS SMOKE DETECTOR MECH LIGHTING/EXHAUST
W/ BATTERY BACK-UP,HARD WIRED AND MUST BE VENT TO
INTERCONNECTED ON SEPARETE CURCUIT EXTERIOR AS PER CODE
CMA CARBON MONOXIDE ALARM NOTE: INSTALL 1/2" GYP AT WALLS
W/ BATTERY BACK-UP,HARD WIRED AND & CEILING (TYP) INSTALL MOISTURE
INTERCONNECTED ON SEPARETE CURCUIT RESIST.(1/2" MIN) GYP IN ALL BATH
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DH36x50 W/PW48x50 DH36x50 W/PW48x50 muJ
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2nd FLOOR PLAN o M
28'-0' N
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NOTE: THIS IS A PLAN OF EXISTING LAYOUT m
W
LL-
W
J
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TIMBER HEAD SCHEDULE
SPAN
HEADER
JACK STUDS
UP TO T-6"
(2) 2 X 6
ONE EACH END
UP TO 4'4"
(2) 2 X S
TWO EACH END
UP TO 6'-0"
(2) 2 X 10
TWO EACH END
UP TO T-"
(2) 2 X 12
TWO EACH END
UP TO lw-r
(2) 2 X 12•
TWO EACH END
OVER IW-0"
SEE FRAMING PLANS
" WITH i12" PLYWOOD PLATE BETWEEN TIMBERS
USE THIS CHART ONLY IF HEADER SIZE IS NOT SHOWN ON PLAN(S)
PLUMBING CHART
FIXTURE
DRAINAGE
VENT
SUPPLY
WATERCLOSET
3"
3"
318"
LAVATORY
1-1/2"
1-112"
316"
BATH TUB
1-112"
1-112"
112"
KITCHEN SINK
11U2"
1412"
1/2"
SHOWER
2"
1-112"
112"
HOSE BIB
—
—
112"
WASHER
1-1/2"
1-112"
112"
GENERAL NOTES
1) THE CONTRACTOR SHAD_ APPLY FOR AND PROPERLY POST
REQUIRED BUILDING PERMITS AS WELL AS ARRANGE FOR ALL
REQUIRED INSPECTIONS BY THE LOCAL BUILDING DEPARTMENT
AND/OR ANY OTHER AGENCY HAVING JURISDICTION.
2) ALL CONSTRUCTION SHALL CONFORM TO APPLICABLE
STATEILOCAL BUILDING CODE REQUIREMENTS AND SHALL BE IN
ACCORDANCE WITH THE RESIDENTIAL CODE OF NEW YORK STATE.
3) CONTRACTORS SHALL PERFORM ALL MISC. REMOVALS,
MODIFICATIONS, CONSTRUCTION AND CLEANUP REQUIRED TO
COMPLETE THE GENERAL SCOPE OF THIS PROJECT.
4) CONTRACTOR SHALL PROVIDE ALL REQUIRED MATERIAL AND
COMPONENTS NECESSARY, (SUCH AS NAILS, SCREWS, SEALANT,
FLASHING ETC...) TO PROVIDE A STRUCTURALLY SOUND AND
WEATHER TIGHT BUILDING.
5) CONTRACTOR IS RESPONSIBLE FOR ALL MEANS, METHODS,
TECHNIQUES, SEQUENCES, OR PROCEDURES AND SAFETY
PRECAUTIONS IN CONNECTION WITH THE WORK
6) CONTRACTORS SHALL INDEMNIFY THE OWNER AND HIS AGENTS
THROUGH ADEQUATE INSURANCE COVERAGE AGAINST ANY CLAIMS
AR0NG FROM INJURIES DURING CONSTRUCTION OR FAILURE TO
MAINTAIN SAFE CONDITIONS ON THE CONSTRUCTION SITE.
7) CONTRACTOR SHALL VERIFY ALL CONDITIONS, DIMENSIONS,
ROUGH -OPENING SIZE, ROOF PITCHES, ETC.. AT THE SITE PRIOR TO
BEGINNING CONSTRUCTION. NOTIFY THE ARCHITECT OF ANY
DISCREPANCIES AND/OR DEVIATION FROM THESE DRAWINGS FOR
REVIEW AND/OR CORRECTION BEFORE PROCEEDING WITH WORK
CONTRACTOR SHALL ASSUME RESPONSIBILITY FOR ERROR WHICH
ARE NOT REPORTED.
9) UNAUTHORIZED ALTERATIONS TO THESE DRAWINGS IS A
VIOLATION OF NYS EDUCATION LAW ARTICLE 145. SECTION 72D6-
9) DIMENSIONS ARE GIVEN FROM FACE OF EXTERIOR FRAMING TO
FACE OF INTERIOR FRAMING (TYPICALLY) UNLESS NOTED
OTHERWISE. DO NOT SCALE DRAWINGS FOR DIMENSIONS.
DIMENSIONS SHALL BE READ OR CALCULATED AND SHALL BE FIELD
VERIFIED BY THE BUILDER.
10) ANY STRUCTURAL MEMBER SUBJECT TO CUTTING, DRILLING OR
NOTCHING SHALL BE REINFORCED, REPAIRED AND I OR REPLACED,
AND LEFT IN A SAFE, STRUCTURALLY SOUND CONDITION IN
ACCORDANCE WITH THE REQUIREMENTS OF THE NYS BUILDING
CODE.
11) ALL ELECTRICAL WORK SHALL CONFORM TO THE NATIONAL
ELECTRICAL CODE REQUIREMENTS.
12) ALL PLUMBING SHALL BE INSTALLED PER STATE PLUMBING CODE
AND ALL APPLICABLE LOCAL PLUMBING REGULATIONS..
13) DESIGN LOADS: ist FLOOR LOAD W PSF, 2ai FLOOR LOAD 46
PSF. ROOF LIVE LOADS SCE PSF, WIND LOADS (EAVES)115 mph,
WALLS LIVE LOAD4IS PSF
14) STANDARD FRAMING LUMBER SHALL BE NO.2 EASTERN WHITE
PINE (OR BETTER), WITH FB--QW PSI AND E =1,100,000 PSI
16) METAL CONNECTORS SHALL NOT BE LESS THAN 0.OW' THICK
COATED THICKNESS. GALVANIZED SHEET STEEL: ASTM A 446. GRADE
A COATING G60.
16) MICROLLAM LUMBER SHALL BE STRUCTURALLY RATED AS
FOLLOWS; fO = 29M PSI, E = 2,000,000 PSI.
17) INSTALL 2X4 SOLID WOOD BLOCKING AT MID HEIGHT OF ALL
WALLS OVER W IN HEIGHT.
19) INSTALL DOUBLE FLOOR JOISTS UNDER PARALLEL PARTITIONS 6`
OR MORE IN LENGTH.
19) ALL COLUMNS AND OTHER SOLID FRAMING SHALL EXTEND
DOWN THROUGH ALL LEVELS AND TERMINATE AT THE FOUNDATION
LEVEL AND BE SUPPORTED BY THE CONCRETE FOUNDATION WALLS
AND FOOTINGS.
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