HomeMy WebLinkAbout20260004 632 Lake Ave Addition ApplicationBack of House - 632
Back of House - 632
Back of House - 632
Back of House
- 632
Back of House
- 632
Back of House
- 632
Back of House
- 632
Back of House – 632
looking at 4 Stafford Bridge
Rd property (next door)
Back of House – 632
looking at 4 Stafford Bridge
Rd property (next door)
Back of House – 632
Back of House – 632
looking at 636 Lake Ave
property (next door)
Back of House – 632
looking at 636 Lake Ave
property (next door)
Fron t of House – 632
looking at 4 Stafford Bridge Rd
Property (next door)
Front of House – 632
looking at Lake Ave Rd
Front of House – 632
looking at 636 Lake Ave
property (next door)
Front of House – 632
looking at 636 Lake Ave
property (next door)
Front of House – 632
looking at 4 Stafford Bridge
Rd property (next door)
Front of House – 632
Front of House – 632
looking at 4 Stafford Bridge
Rd property (next door)
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ADDITION AT:
#632 Lake Ave
Saratoga Springs, NY
PLAN PAGE TABLE
LABEL TITLE DESCRIPTION COMMENTS
A-1 COVER SHEET
A-2 NOTES
A-3 EXISTING CONDITIONS AND SCOPE OF WORK
A-4 FOUNDATION PLAN AND DETAILS
A-5 FLOOR PLANS
A-6 ROOF PLAN AND BUILDING SECTIONS
A-7 ELEVATIONS
A-8 TYPICAL WALL SECTION, DETAIL, SCHEDULES
Location Map
N.T.S.
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A-1
12/12/2025
As Noted
Seal
Drawn By:
Engineer:
Owner Approval:
Scale:
Date:
Drawing No.
No.
Record of Work
Date
K.L.H.
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Garry F.
Nathan PE
ENERGY NOTES
1. TO THE BEST OF MY KNOWLEDGE, BELIEF AND PROFESSIONAL JUDGEMENT THE
ATTACHED PLANS AND SPECIFICATIONS ARE IN COMPLIANCE WITH CHAPTER 11 OF
THE 2020 INTERNATIONAL RESIDENTIAL CODE AS ADOPTED BY NEW YORK STATE.
WINDOW NOTES
1. ANY REPLACEMENT WINDOWS SHALL BE A MINIMUM OF U=.30 WITH
DOCUMENTATION PROVIDED TO THE BUILDING DEPARTMENT ALONG WITH THE
SPECIFICATIONS FOR ANY NEW EQUIPMENT REPLACEMENT (HOT WATER HEATER,
FURNACE ... )
RENOVATION NOTES
1. REPLACE ANY DAMAGED STRUCTURAL OR OTHER STRUCTURE COMPONENTS
DISCOVERED DURING THE CONSTRUCTION PROCESS.
FIRE, CARBON MONOXIDE AND SMOKE DETECTION NOTES
1.UNLESS OTHERWISE INDICATED ON THE DRAWINGS, HARD-WIRED SMOKE
DETECTING DEVICES MUST BE INSTALLED IN EACH NEW SLEEPING ROOM,
OUTSIDE ALL NEW SLEEPING AREAS, ON EACH STORY WITHOUT SLEEPING ROOMS,
IN BASEMENTS WITH OR WITHOUT HABITABLE SPACE. NONE ARE REQUIRED IN
UNINHABITABLE ATTICS. ALL DETECTORS IN NEW CONSTRUCTION MUST BE
INTER-CONNECTED.
2.CARBON MONOXIDE ALARMS IN DWELLING UNITS SHALL BE INSTALLED OUTSIDE
OF EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE
BEDROOMS. WHERE A FUEL-BURNING APPLIANCE IS LOCATED WITHIN A BEDROOM
OR ITS ATTACHED BEDROOM, A CARBON MONOXIDE ALARM SHALL BE INSTALLED
WITHIN THE BEDROOM.
3.SMOKE AND CARBON MONOXIDE ALARMS MUST BE PROVIDED WITH BATTERY
BACKUP, EITHER INTERNAL OR REMOTE.
4.HARD-WIRE DETECTING DEVICES MUST BE POWERED FROM A LIGHTING CIRCUIT
WITH NO INTERVENING SWITCHES. ELECTRONIC, LOW-VOLTAGE SYSTEMS ARE
ALLOWED PROVIDED THE SYSTEM COMPLIES WITH NFPA 72
PLUMBING, HEATING VENTILATING AND AIR CONDITIONING
SYSTEMS
1.ALL HVAC WORK, EQUIPMENT, ETC. SHALL BE IN ACCORDANCE WITH THE 2020
INTERNATIONAL RESIDENTIAL CODE AS ADOPTED BY NYS.
2.THE HVAC CONTRACTOR SHALL CONDUCT ALL TESTS AND INSPECTIONS OF HIS
WORK AS REQUIRED BY THE
OWNER AND LOCAL ENFORCEMENT AUTHORITY.
3. THE HVAC CONTRACTOR SHALL COORDINATE HIS WORK WITH THE WORK OF ALL
OTHER TRADES.
4. ALL WORK SHALL BE PERFORMED BY MECHANICS SKILLED IN THIS MECHANICAL
TRADE.
5. THE CONTRACTOR SHALL PROVIDE ALL CONTROL WIRING. ALL CONTROL WIRING
SHALL BE CONCEALED FROM VIEW.
6. THE CONTRACTOR SHALL PROVIDE OPERATING AND MAINTENANCE
INSTRUCTIONS ON ALL EQUIPMENT TO THE OWNER. INFORMATION SHALL BE BOUND
NEATLY AND IN A COMPREHENSIBLE MANNER.
7. PROVIDE FIREPLACE WHERE INDICATED WITH FRESH AIR INTAKE, GLASS DOORS,
FIREPROOF FLUE, SPARK ARRESTOR, REQUIRED FLASHING, AND PARTS REQUIRED AS
NECESSARY FOR A COMPLETE INSTALLATION. MODEL AS SELECTED BY OWNER IF
APPLICABLE.
8. BATHROOM AND DRYER EXHAUST TO VENT TO EXTERIOR PER CODE.
9. THE CONTRACTOR AND THE OWNER SHALL BE RESPONSIBLE FOR THE
SPECIFICATION OF ALL HEATING AND VENTILATING EQUIPMENT NOT SPECIFICALLY
NOTED ON THESE DRAWINGS. THE HEATING CONTRACTOR SHALL SUBMIT CATALOG
CUTS ON ALL HEATING EQUIPMENT AND MATERIALS TO THE OWNER AND/OR
GENERAL CONTRACTOR FOR APPROVAL.
10. ALL NEW SPACES SHALL BE PROVIDED WITH EQUIPMENT CAPABLE OF
MAINTAINING A ROOM TEMPERATURE OF AT LEAST 68 DEGREES AT A POINT 3 FEET
ABOVE THE FLOOR AND 2 FEET FROM EXTERIOR WALLS.
11. PROGRAMMABLE THERMOSTATS SHALL BE PROVIDED.
12. PLUMBING CONTRACTOR SHALL COMPLY WITH THE 2020 INTERNATIONAL
RESIDENTIAL CODE AS ADOPTED BY NEW YOUR STATE FOR THE DESIGN AND
INSTALLATION OF ALL PLUMBING SYSTEM COMPONENTS. ALL WORK SHALL BE
INSPECTED AS REQUIRED DURING CONSTRUCTION AND APPROVED AT THE END OF
THE PROJECT BY THE LOCAL ENFORCEMENT AUTHORITY.
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STRUCTURAL NOTES
1. ALL STRUCTURAL DESIGN ELEMENTS AND COMPONENTS ARE DERIVED FROM
APPLICABLE PROVISIONS OF THE 2020 INTERNATIONAL RESIDENTIAL CODE AS
ADOPTED BY NEW YORK STATE UNLESS OTHERWISE NOTED ON THE DRAWINGS.
WHERE NOTED, CERTAIN STRUCTURAL MEMBERS MAY BE DESIGNED USING:
-THE AMERICAN FOREST AND PAPER ASSOCIATION (AF&PA) NATIONAL DESIGN
SPECIFICATIONS (NDS)
-MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES (ASCE 7)
2. NO GEOTECHNICAL EVALUATION HAS BEEN DONE IN CONNECTION WITH THE
FOUNDATION DESIGN. IN ACCORDANCE WITH TABLE R401.4.1 THE LOAD BEARING
PRESSURE USED FOR DESIGN OF ALL FOUNDATION SUPPORTING ELEMENTS IS 2500
PSF FOR SAND , SILTY SAND, CLAYEY SAND, SILTY GRAVEL AND CLAYEY GRAVEL. IF
OTHER SOIL TYPES ARE ENCOUNTERED IN EXCAVATION OR IF THE ACTUAL SOIL
BEARING PRESSURE IS QUESTIONABLE, CONSULT WITH ARCHITECT /ENGINEER
3. IT IS NOT ANTICIPATED THAT GROUND WATER WILL BE ENCOUNTERED IN
EXCAVATIONS. FOOTINGS SHALL NOT BE POURED WITHIN SEASONAL HIGH GROUND
WATER ZONES. CONSULT ARCHITECT/ENGINEER IF HIGH GROUND WATER IS
ENCOUNTERED STRUCTURAL DESIGN LOADS: LIVE LOADS
SLEEPING ROOMS .................... 30 PSF
NON-SLEEPING ROOMS ........... 40 PSF
EXTERIOR DECKS ..................... 40 PSF
EXTERIOR BALCONIES .............40 PSF
HABITABLE ATTIC .................... 30 PSF
ATTIC WITHOUT STORAGE .....10 PSF
GROUND SNOW LOAD ............ 50 PSF
FRAMING NOTES
1. ALL WINDOW DOOR HEADERS TO BE TWO (2) 2x1 O'S UNLESS OTHERWISE NOTED
(SEE FRAMING PLANS). ALL HEADERS IN OPENINGS 72" OR MORE MUST BE
SUPPORTED BY DOUBLE JACK STUDS.
2. ALL FRAMING TO BE 8" MINIUMUM ABOVE FINISHED GRADE.
3. ALL FRAMING TO BE FASTENED IN ACCORDANCE WITH TABLE R602.3(1) OF THE
2020 INTERNATIONAL RESIDENTIAL CODE AS ADOPTED BY NYS.
4. ALL EXTERIOR WALLS TO BE 2x6 @ 16" O.C. WITH R-21 FIBERGLASS BATT
INSULATION UNLESS OTHERWISE
NOTED. ALL INTERIOR PARTITIONS TO BE 2x4 @ 16" O.C. UNLESS NOTED OTHERWISE.
5. INSTALL METAL OR WOOD BRIDGING AT THE MIDPOINT OF ALL JOIST SPANS
EXCEPT WHERE NOTED. NOT REQUIRED WITH ENGINEERED JOISTS.
6. PROVIDE DOUBLE FRAMING AROUND ALL FLOOR OPENINGS AND UNDER ALL
BEARING PARTITIONS
PARALLEL WITH JOIST DIRECTION. MODIFY FLOOR FRAMING AS REQUIRED TO
ACCOMMODATE PLUMBING AND MECHANICAL REQUIREMENTS WITHOUT
AFFECTING STRUCTURAL INTEGRITY.
7. INSPECT ALL LUMBER FOR DEFECTS BEFORE INSTALLING . DISCARD ANY SUCH
LUMBER. ALL RAFTERS AND FLOOR JOISTS TO BE INSTALLED WITH CROWN UP.
8. ALL FRAMING STUDS TO BE #2 CONSTRUCTION GRADE UNLESS NOTED
OTHERWISE. RAFTERS AND JOISTS TO BE SPF NO. 2 OR BETTER. DO NOT CHANGE
SIZE OR SPACING OF ANY STRUCTURAL ELEMENTS WITHOUT ENGINEER'S WRITTEN
CONSENT. fb=1, 150psi. E=1,400,000 psi (FOR REPETITIVE USE MEMBERS)
9. PROVIDE CONCEALED WOOD BLOCKING IN ALL WALLS THAT REQUIRE SURFACE
MOUNTED ITEMS SUCH AS: CABINETRY, HOSE BIBS, FIREPLACE MANTELS, MOLDING,
RAILINGS, TOWEL BARS, ETC.
10. PROVIDE FIRESTOPPING WHERE REQUIRED BY THE 2020 INTERNATIONAL
RESIDENTIAL CODE AS ADOPTED BY NEW YORK STATE.
11. ALL DIMENSIONS ARE TAKEN TO ROUGH FRAMING UNLESS OTHERWISE NOTED.
12. ROOF TRUSSES TO BE CERTIFIED BY TRUSS MANUFACTURER. CONTRACTOR TO
COORDINATE AND CONSULT WITH ARCHITECT /ENGINEER PRIOR TO TRUSS
FABRICATION IF TRUSSES ARE TO BE USED IN FRAMING. 13. 1.9E MICRO-LAM
LUMBER DESIGN STRESS - E+1,900,000 psi, fb = 2,600 psi.
CONSTRUCTION DOCUMENTS
1 THE ARCHITECT /ENGINEER HAS NOT BEEN RETAINED FOR CONSTRUCTION
OBSERVATION OR ADMINISTRATION AND ASSUMES NO RESPONSIBILITY FOR FIELD
CHANGES, CONTRACTOR METHODS, MATERIAL SELECTIONS, PRODUCT
PERFORMANCE OR WARRANTY OR SAFETY DURING CONSTRUCTION.
2 LAW DOES NOT PERMIT ALTERATIONS TO THESE DOCUMENTS. THE ARCHITECT /
ENGINEER MUST APPROVE ANY ALTERATIONS TO THE DRAWINGS. ABSENT SUCH
APPROVAL, THE ARCHITECT /ENGINEER IS NOT RESPONSIBLE FOR SUBSTANTIVE
CHANGES.
3 THESE PLANS ARE INSTRUMENTS OF SERVICE FOR THE CONSTRUCTION OF ONE
BUILDING ONLY AND ARE NOT TO BE COPIED IN ANY FORM WHATSOEVER WITHOUT
THE EXPRESS WRITTEN CONSENT OF ARCHITECT /ENGINEER.
4 THE PLANS ARE NOT VALID FOR USE IN OBTAINING A BUILDING PERMIT WITHOUT
THE APPLICATION OF THE ORIGINAL "SEAL" AND SIGNATURE OF THE ARCHITECT/
ENGINEER
5. THESE DOCUMENTS WERE PREPARED FOR THE CONSTRUCTION OF A SINGLE
PROJECT. ANY UNAUTHORIZED USE OF THESE DOCUMENTS IS EXPRESSLY
PROHIBITED AND CONSTITUTES THEFT OF SERVICES.
GENERAL NOTES
1.ALL GENERAL NOTES ON THIS SHEET APPLY TO ALL DRAWINGS.
2.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS
AND SEQUENCING AND SHALL BE RESPONSIBLE TO THE OWNER FOR PROVIDING A SAFE
WORK ENVIRONMENT DURING THE CONSTRUCTION PERIOD.
3.THESE DRAWINGS DO NOT INCLUDE NECESSARY COMPONENTS FOR CONSTRUCTION
SAFETY THE CONTRACTOR IS RESPONSIBLE FOR THE DESIGN AND CONSTRUCTION OF
ALL TEMPORARY SUPPORTS. BRACE BUILDING UNTIL ALL STRUCTURAL ELEMENTS
NEEDED FOR STABILITY ARE INSTALLED.
4. THIS BUILDING HAS BEEN DESIGNED IN COMPLIANCE WITH THE REQUIREMENTS OF THE
CURRENT RESIDENTIAL
ENERGY CONSERVATION CONSTRUCTION CODE OF NEW YORK STATE AND THE
RESIDENTIAL CONSTRUCTION CODE OF NEW YORK STATE. APPLICABLE CODE IS IRC 2020
VERSION AS ADOPTED BY NYS.
5. ALL MATERIALS SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S
WRITTEN INSTRUCTION AND RECOMMENDATIONS. THE CONTRACTOR SHALL DELIVER TO
THE OWNER ALL MANUFACTURER'S WARRANTIES, GUARANTEES, LITERATURE AND
OPERATING INSTRUCTIONS FOR ALL PRODUCTS AND EQUIPMENT.
6. DIMENSIONS AND DETAILS ARE BASED ON THE BEST AVAILABLE INFORMATION AND THE
CONTRACTOR SHALL
BE RESPONSIBLE FOR VERIFING FIELD DIMENSIONS BEFORE ORDERING MATERIALS AND
PREFABRICATED ITEMS.
7. THE CONTRACTOR SHALL PROVIDE ALL REQUIRED MATERIALS AND COMPONENTS OF
NON-SPECIFIED ITEMS, SUCH AS: NAILS, FLASHING, ETC. TO PROVIDE A COMPLETE
CONSTRUCTION PROJECT, SOUND AND WEATHER TIGHT AND TO COMPLY WITH CURRENT
STANDARDS OF QUALITY CONSTRUCTION.
8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR INSPECTING HIS OWN WORKMANSHIP
TO THE EXTENT THAT SATISFIES THE OWNER.
9. ALL WORK SHALL BE PERFORMED IN THE BEST AND MOST PROFESSIONAL MANNER BY
MECHANICS SKILLED IN
THEIR RESPECTIVE TRADES.
10. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN FIELD AND REPORT ALL
DISCREPANCIES TO THE ARCHITECT/ENGINEER FOR RESOLUTION.
11. OWNER AND BUILDER SHALL COMPLY WITH THE LAWS , STATUTES AND RULES THAT
GOVERN CONSTRUCTION OF THIS RESIDENCE.
12. ALL MEANS AND METHODS OF CONSTRUCTION ARE THE RESPONSIBILITY OF THE
CONTRACTOR, INCLUDING BUT NOT LIMITED TO SHORING, SUPPORT AND BRACING OF
EXISTING STRUCTURES AS REQUIRED FOR THE WORK. CONSULT WITH THE ARCHITECT /
ENGINEER WHERE NECESSARY.
13. COORDINATE SELECTION OF ALL MATERIALS AND PRODUCTS NOT SPECIFICALLY
CALLED OUT IN THE SPECIFICATIONS AND ON THE DRAWINGS SUCH AS: PAINTING
MATERIALS AND COLORS, INTERIOR FINISHES, LIGHT FIXTURES, CABINETRY, APPLIANCES
AND ACCESSORIES, WITH THE OWNER.
14. THE CONTRACTOR SHALL PROVIDE A ONE-YEAR GUARANTEE OF MATERIALS AND
WORKMANSHIP FOR ALL
WORK UNDERTAKEN, COMMENCING AT SUBSTANTIAL COMPLETION. THE WORK IS ALSO
SUBJECT TO APPLICABLE PROVISIONS OF THE HOME WARRANTY ACT OF NEW YORK
STATE.
ELECTRICAL NOTES
1.ALL WORK SHALL COMPLY WITH THE 2020 INTERNATIONAL RESIDENTIAL CODE AS
ADOPTED BY NEW YORK STATE.
2.THE ELECTRICAL CONTRACTOR SHALL COORDINATE HIS WORK WITH THE WORK OF ALL
TRADES AND ALL WORK SHALL BE PERFORMED BY MECHANICS SKILLED IN THE
ELECTRICAL TRADE.
3.ALL WIRING SHALL BE CONCEALED ABOVE CEILINGS OR WITHIN WALLS UNLESS NOTED
OTHERWISE. ALL EXPOSED WIRING SHALL BE LOCATED SO THAT IT IS OUT OF VIEW AS
MUCH AS POSSIBLE. ALL EXPOSED CONDUIT SHALL BE DONE IN THE NEATEST AND
MOST ORDERLY FASHION.
4.HVAC EQUIPMENT SHALL BE BY OTHERS. COORDINATE WITH HEATING AND PLUMBING
CONTRACTORS AND PROVIDE ALL LINE VOLTAGE WIRING AND CONNECTIONS TO THEIR
EQUIPMENT AS REQUIRED.
5.GROUND FAULT RECEPTACLES MUST BE PROVIDED PER RESIDENTIAL CODE OF NEW
YORK STATE.
6.AFCI RECEPTACLES SHALL BE PROVIDED IN ALL BEDROOMS.
7.MINIMUM OF 75% OF PERMAN EN TL Y INSTALLED LIGHT FIXTURES SHALL BE RATED
FOR ENERGY EFFICIENCY. (I.E.: CFL, LED, ETC.)
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A-2
12/12/2025
As Noted
Seal
Drawn By:
Engineer:
Owner Approval:
Scale:
Date:
Drawing No.
No.
Record of Work
Date
K.L.H.
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Garry F.
Nathan PE
TermitesFrost Line
DepthWeathering
NOYES
Saratoga =
0
None48"SevereC11550
Subject to
Damage From.
Winter
Design Temp.Seismic
Design
Cat.
Ice-Barrier
Underlayment
Req'd
Ground
Snow
Load
Wind Design
Speed
(mph)
Topographic
effects
Special
wind
region
Wind-borne
debris zone
AIR
FREEZING
INDEX
MEAN
ANNUAL
TEMP
Flood
Hazards
NO NO NO 1500
IRC 2020 - R301.2 (1) CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA
2020 International Residential Code as Adopted by
NYS-REVIEW
Occupancy : Single Family Dwelling
Classification by Construction Type: Frame Construction
Building Height: 25'-4"+/-
Number of Stories: 2 Stories (Story ht of walls <11'-7")
Minimum Ceiling Height: 7'-6"
Special Kitchen Extinguishing System: Not Required
Fire & Smoke Detection: Required
ZONING INFORMATION
Residential Use
Sq Ft not including Garage: 1st floor = 609 Sq Ft
DN
Exist.
Exist.
Exist.Exist.
Exist.
Exist.
Exist.
Existing
Exist
Exist.
Exist.
Exist.
Exist.
Exist.
Exist.
Exist.
Exist.
Exist.
Exist.
Exist.
Existing Wall to be removed
Existing Wall to remain
New partition Wall per plan
LEGEND
4'-0"
4'-0"6'-0"
10"
161 SQ FT
64 SQ FT
255 SQ FT
429 SQ FT
44 SQ FT
124 SQ FT64 SQ FT
31 SQ FT
MASTER BATH
MASTER BDRMBEDROOM
LAUNDRY
BATHKITCHEN
LIVING
STAIRS
Perimeter of New Addition
Remove Existing Siding
to Extents of Addition
3
A-3
3
A-3
3
A-3
3
A-3
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A-3
12/12/2025
As Noted
Seal
Drawn By:
Engineer:
Owner Approval:
Scale:
Date:
Drawing No.
No.
Record of Work
Date
K.L.H.
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Garry F.
Nathan PE
Existing 1st Floor
3/16"=1'-0"
1
A-3
1
A-3
2
A-3
2
A-3
Existing Conditions
N.T.S.
3
A-3
3
A-3
3D Overlays Scope of Work
N.T.S.
Hatched Area to be Removed
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Existing House
Shaded Area
Proposed Addition
Shaded Area
Proposed Addition
S S
S
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20202020
UP
J
20
'-0
"
CL
8'-0"
CLCL
9'-9"
CL
10'-0 1/2"
CL
9'-9"
CL
EQ. (9'-7" +/-)
CL
EQ. (9'-7" +/-)EQ. (9'-7" +/-)
2x10 Joists 16" OC
Existing Foundation Walls
2-PT 2X12 Dropped Beam
Install MGU 3.63-SDS Hanger
for bearing at post
PT 6x6 Posts, typ.
1
A-7
1
A-7
24" Bigfoot Concrete
Pier Footing, typ.
2 PT 2x124
A-4
4
A-4
3
A-4
3
A-4
PT 2x10 Ledger Board
Framing to Align
with Foundation, typ.
2
A-7
2
A-7
3
A-7
3
A-7
Existing CMU Foundation
3
A-6
3
A-6
1
A-6
1
A-6
Typical Foundation Insul
Above Ground Walls to be R-21 F.G. Blanket Wrap Insul. Full Ht
Below Grade to be R-15 Rigid Insulation
Fasten to PT Furring Strip top & Bottom
TYP COLUMN & PAD FTG.
3" Adj Stl Col on
30X30X12" Conc. Ftg
4-#4 Rebar Each way
BASEMENT SLAB NOTE:
4" POURED CONCRETE SLAB.
(3,000 PSI MIN)
R.O.B. GRAVEL OR CRUSHED STONE
SUB-BASE
6 MIL POLY VAPOR BARRIER
8"X16" Pilaster w/ 4-#4
Bar vert
(Center on Wall)
New Foundation to be
8" Poured Concrete
J
(4) 2x12 Flush Beam
4' min. Crawl Space
Drill into existing Found. wall
and Install #4 Rebar Dowels
@ 24" o.c. Fasten w/ Chem-
Rex Epoxy Stud anchors or
equal. Dowels to extend into
new Fdn. Wall 16" Min. (Typ.)
Create Pocket In New Poured Fdn
Wall for PT Beam Bearing, typ.
(4" Min. Bearing)
1a
A-4
1a
A-4
FLOOR FRAMING
2X10 SPF #1 or #2 @16" o.c.
(Bridging @ mid-span)J1
A-6
1
A-6
3
A-6
3
A-6
(2) 24"x24" Openings
to Crawl Space
Field Located
2
A-8
2
A-8
5
A-4
5
A-4
Tongue &
Groove Decking
2x10 Joist
3 - PT 2x12
PT 6X6
PT 6X6 UPPER 6X6 TO BEAR
DIRECTLY ON BEAM
CONNECT W/ HURRICANE
CLIPS ABOVE AND BELOW
Simpson Strong Tie
BCS2-3/6 Cap / Base
Tongue &
Groove Decking
2x10 Joist
3 - PT 2x12
PT 6X6
PT 6X6 UPPER 6X6 TO BEAR
DIRECTLY ON BEAM
CONNECT W/ HURRICANE
CLIPS ABOVE AND BELOW
Simpson Strong Tie
BCS2-3/6 Cap / BaseMGU3.63-SDS HangerMGU3.63-SDS Hanger
Tongue and Groove Decking
Hanger
2x10 Joist
2 - PT 2x12
Tongue and Groove Decking
Hanger
2x10 Joist
2 - PT 2x12
1/2" Epoxy Dowels to Tie Walls Together
New 8" Poured conc fdn Wall
Existing CMU
Foundation WallNew 8"x16" Poured Concrete Strip Footing
w/ 2-#4 Rebar Continuous. Provide 24"
long (min) #4 Dowels @ 24" o.c.
Use caution during excavation as not to
undermine existing footings.
New Frost
Wall
Fill Cores of existing CMU Wall solid w/
Grout for rebar Anchor embedment
Typical of all Foundation connection points.
Caulk Joints between new Found. Wall
and existing w/ Sika Concrete sealant
or Equal. (Typ.)
1/2" Epoxy Dowels to Tie Walls Together
New 8" Poured conc fdn Wall
Existing CMU
Foundation WallNew 8"x16" Poured Concrete Strip Footing
w/ 2-#4 Rebar Continuous. Provide 24"
long (min) #4 Dowels @ 24" o.c.
Use caution during excavation as not to
undermine existing footings.
New Frost
Wall
Fill Cores of existing CMU Wall solid w/
Grout for rebar Anchor embedment
Typical of all Foundation connection points.
Caulk Joints between new Found. Wall
and existing w/ Sika Concrete sealant
or Equal. (Typ.)
Flashing for water-
tight connection
Approved joist hangers
LedgerLok 3 5/8" Hvy Duty
Lag Screw by Fastenmaster
or Eq. @ 8" o.c. Staggered
PT 2x10 Joist
w/ 5/4 Decking over
2X10 Rim Joist
PT 2x10 Ledger
Hold Bottom of ledger
even with bottom of
existing 2X10 Rim joist
Wall Framing
Existing CMU foundation
DTT1Z by simpson Strong tie or eq.
Provide in 4 Evenly spaced Locations per deck
& one within 24" of ea end of ledger
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8
6
6
A-4
12/12/2025
As Noted
Seal
Drawn By:
Engineer:
Owner Approval:
Scale:
Date:
Drawing No.
No.
Record of Work
Date
K.L.H.
Va
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Garry F.
Nathan PE
Proposed Foundation
1/4"=1'-0"
1
A-4
1
A-4
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Beam/Post Detail
3/4"=1'-0"
4
A-4
4
A-4
End Beam Detail
3/4"=1'-0"
Deck Ledger Connection Detail
3/4"=1'-0"
5
A-4
5
A-4
Ledger Bolt Detail
N.T.S.
2
A-4
2
A-4
3
A-4
3
A-4
FOUNDATION PLAN TYP NOTES
1)Columns - 3" Sch 40 Steel Adjustable Column by Tel-O-Post or Eq.
STANDARD END PLATE: 4¼" x 7½" x .120"
SWIVEL END PLATE: 4" x 6" x .120"
2)Pier Footings - 30"x30"x12" Poured concrete w/ 4-#4 Bar E.W.
3)Field Locate Sump Pit as necessary
4)Typ Found Walls - 8" thick (3,000 psi min) 1-#4 bar Horiz @ top & Mid-Point of wall & 12" Above Footing
5)Typ Strip Footings - 8"X16" w/ 2-#4 Bar Cont. (2,500 psi min)
6)Exposed Concrete Slabs-For Porches, carport slabs and steps exposed to the weather, and garage floor slabs, Concrete shall
be 5-7 air-entrained and be a min of 3,500 psi.
7)Bottom of footings to be 48" below fin Grade min
8)Provide Anchor Bolts w/ nuts & Washers @ 6' o.c. and 12" from corners. Bolts to be placed in middle 1/3 of sill plate
9)Brace Foundation walls prior to backfill
10)Install Solid Blkg under all point loads to provide continuous support to Foundation.
11)Backfill with well-draining granular material (R.O.B. Gravel or Sand)
12)Basement Shall be provided with at least 1 Emergency Escape and rescue opening opening directly to the exterior per R310
13)FIRE PROTECTION OF FLOOR ASSEMBLY:Engineered Floor systems such as I-joists & pre-engineered Floor trusses shall be
provided with a ½-inch gypsum wallboard, 5/8-inch wood structural panel, on the underside of the floor framing member. An
accepted equivalent fire resistive coating on the framing members may also be used.
Assumed On-site soil is sandy.
Vert Foundation Wall Reinforcing
#4 Bar @ 24" o.c.
THIS PROJECT IS IN COMPLIANCE
WITH THE 2020 NYSECC
Connection Detail
1/4"=1'-0"
1a
A-4
1a
A-4
R404.1.2 (1)
Minimum horizontal Reinforcement for Concrete Basement Walls*
Max Unsupported
Height of Basement Walls
(feet)Location of Horizontal Reinforcement
Less than or Eq to 8'1 - #4 Bar within 12" of the top of the wall & 1 - #4 bar near mid-height of the wall
Over 8'1 - #4 Bar within 12" of the top of the wall & 1 - #4 bar near third points of the wall
* 1 - #4 Bar 12" Above Footing
DN
W03W03
W03W03
W05W05W05W05
W02W02
W03W03
W05W05 W04W04
2668
2668
2668
2
6
6
8
5068
5068
5068
30X22
ATTIC
ACCESS
SD
CO
SD
SD
SD
10'-10"
6'-8 1/2"
30'-0"
12'-11"2'-1"2'-1"11'-1 1/2"
22'-4"
CL
7'-6"
CL
6'-10"
CL
5'-0"
CL
16'-6"8'-6"
CL
5'-7"
CL
8'-2"
CL
6'-0"
CL
6'-0"
11'-6 1/2"
5'-0"8'-4"
1'-8"
5'-7"
1'-8 1/2"
10'-
0"
2'-1"
8'-9"
1
4
0
°
114 SQ FT
46 SQ FT
102 SQ FT
121 SQ FT122 SQ FT
STAIRS
BEDROOM 1
BEDROOM 2 BEDROOM 3
BATH
3
A-6
3
A-6
1
A-6
1
A-6
1
A-7
1
A-7
3
A-7
3
A-7
2
A-7
2
A-7
1
A-6
1
A-6
3
A-6
3
A-6
2
A-8
2
A-8
8' Ceilings in
Second Floor
SpacesDN
6068
Exist.
Exist.Exist.6068
Exist.
Exist.
Exist.
Exist.
Exist.
Exist.
Exist.
Exist.
6068
W01W01
W01W01
W01W01
W01W01W01W01
W01W01
W01W01
W01W01
UP
Existing Wall to be removed
Existing Wall to remain
New partition Wall per plan
LEGEND
SD
CO
30'-0"
CL
8'-0"
20'-0"
CL
5'-11 1/2"6'-1"5'-11"
CL
6'-1"5'-11 1/2"
CL
5'-6"
CL
5'-6"
CLCL
9'-9"
CL
10'-0 1/2"
CL
9'-9"
CL
5'-5"
CL
9'-6"
CL
5'-1"
CL
9'-6"
CL
8'-8"
CL
8'-8"
161 SQ FT 255 SQ FT
124 SQ FT
64 SQ FT
31 SQ FT
570 SQ FT
232 SQ FT
3-PT 2X10 Beam bolted
into PT 6X6 Posts
MASTER BDRM
BATH
KITCHEN
DINING/FAMILY
PORCH
ENTRY
(2) 2x12 Header
STAIRS
3
A-6
3
A-6
1
A-6
1
A-6
1
A-7
1
A-7
3
A-7
3
A-7
2
A-7
2
A-7
Existing Light Vent &
Egress to Remain the Same
Install Furring Strips to Match
Width of Second Floor Framing
Stairs
16R @ 7 7/16""
14T @ 9" + 1 1/8" Nosing
Handrails - 34"-38" Above Tread
Addition - New
LVE to Apply
(2
)
1
3
/
4
"
x
9
½
"
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(2
)
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3
/
4
"
x
9
½
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2X
1
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J
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6
"
o
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.
Flush W16x40
Steel I-Beam
3" Steel Column Schedule 40
w/ Welded Cap & Base Plate
9' Ceiling
(2
)
2
X
1
0
J
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@
1
6
"
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c
.
(2) 2x12 Header
Finish Openings
to Match Exist.
Interior
1
A-6
1
A-6
3
A-6
3
A-6
New Sliding Door to be Installed in Existing
Window Rough Opening.
Remove framing under existing window & if
present, Relocate existing supply register to floor.
(2
)
1
3
/
4
"
x
9
½
"
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3" Steel Column Schedule 40
w/ Welded Cap & Base Plate
(2
)
1
3
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4
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x
9
½
"
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2
A-8
2
A-8
Extent of Floor Above
(2) 1 3/4"x11 7/8"
Microllam Hdr.
Remove Exist. Window
Infill Opening
SD
CO
SD
Hard Wired / Interconnected
Combination Smoke / CO Detector
Hard Wired / Interconnected
Smoke Detector
LEGEND
22"X30" Attic
access
Bath Fan / Light Combo
DN
Attic Hatch Detail
NTS
min. 30" clr2x10 Floor Joist
2-2X10 Attic
Hatch Frame
Casing
1X2 Stop ½" Plywood Hatch cover
Finished one side
½" Gyp. Bd
Note:
Min 22"X30" Attic Access
Hatch to Comply w/ R807
Fl
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1
2
8
6
6
A-5
12/12/2025
As Noted
Seal
Drawn By:
Engineer:
Owner Approval:
Scale:
Date:
Drawing No.
No.
Record of Work
Date
K.L.H.
Va
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Garry F.
Nathan PE
Floor Plan-2nd
3/16"=1'-0"
3
A-5
3
A-5
Floor Plan-1st
3/16"=1'-0"
2
A-5
2
A-5
Add Overbuild for DrainageGENERAL NOTES
1)Exterior Headers = 2-2X10's unless noted otherwise.
2)Window Header Height - 83 3/8" Unless noted otherwise.
3)2X6 walls are shown @ 5½" Thickness
Typ Exterior wall construction classified as CS-WSP
(Continuously Sheathed Wood structural panel)
4)2X4 walls are shown @ 3½" Thickness
5)2X6 Garage Common walls are shown @ 5½" Thickness
6)Interior Bearing & Braced Walls are shown hatched.
Braced walls to conform to R602.10
Braced gypsum faced walls to be fastened @ 7" o.c.(edge & field) per R602.3.1
7)Solid Blocking under bearing points to be continuous to Foundation / Beam, or other support structure.
8)Center doors between adjacent walls unless dimensioned otherwise
9)Whole House Ventilation
Provide Exhaust fan on Timer per 403.6 of the IECC 2015
Fan to be Panasonic FV11-15VKL1 150CFM w/Timer, 6"Rigid Duct size (Or Equal)
WINDOW FALL PROTECTION
Where top of the sill of an operable window opening is located less than 24
inches above finished floor and greater than 72 inches above the finished grade
or other surface below on the exterior of the building, window shall be provided
with a window opening control device that after operation to release, the device
shall allow the window to fully open, shall not reduce the net clear opening area
of the window unit to less than the area required by Section R310.2.1.
Attic Hatch Detail
N.T.S.
1
A/5
1
A/5
Roof Trusses to be approved
by NYS Design Professional
"Hurricane" Clip Truss Detail
Horizontal L-Reinforcement
Note:
Install Continuous Lateral Bracing Perpendicular to Bottom Chords @ 10' O.C. Maximum.
All Truss Work to Comply with the "Design Specification for Metal Plate
Connected Wood Trusses and Quality Control Manual" of the Truss Plate Institute.
NOTE: Roof Trusses to be Certified by Truss
Manufacturer.
Architect to be Notified of Any and All Truss Bearing.
Solid Truss Support to be Provided to Foundation.
All Roof Trusses to be fastened
to Double Top Plate w/
Simpson H5 Clips or Equal
4-8d
4-8d
N.T.S
.
Simpson Strong-Tie
H5 or Equal
Gable End Truss
Lateral Brace
Diagonal Wind Brace
2X6 Blocking
(Typ)
Rigid Ceiling Material. (Gyp. Bd)
Directly appliedEnd Wall
Trusses @ 24"
o.c.(Typ)
GABLE END WIND BRACING
DETAIL N.T.S
.
4 : 12 4 : 12
5 : 12
5 : 12 5 : 12
NYS Approved Trusses
@ 24"O.C.
NYS Approved Trusses
@ 24"O.C.
Shed Roof over Porch
Overbuild (Hatched)
2X8 Rafters @ 16" o.c
on 2X10 wood plate laid on flat
over existing Roof Structure
W01W01
26682668
Exist.W01 W01
5068
Exist.
Flash as Needed
Install Ice & Water
Shield 18"min. Vertically
Up Wall & At Valley 12
5
24" Bigfoot
Footings to
48" Below
Grade, min.
Undisturbed Soil
Overbuild on Existing Roof -
See Roof Plan for
Construction Notes
AdditionExisting
Addition
Grade
6" Step Down
Thermal Envelope in Shaded Area
Extend Sheathing Up Face
of Raised Heel Truss
PT 2X10 LEDGER
Fasten Ledger to existing structure
Attach to exist. wood rim joist w/ 3 5/8" Fastenmaster®
Hvy duty screws @ 8" o.c. Staggered
Flash to provide watertight connection
Porch Ceiling to Align
with House Ceiling
PT 2X10 Joists in Galv. Hangers 16"o.c.
3-PT 2X10 Beam
2-PT 2X12 Rim Beam
PORCH ROOF
Apshalt shingles to match
15# Felt
1/2" OSB sheathing w/ h-Clips
Mono Trusses @ 24" o.c.
OR
2X6 Rafters @ 16" o.c.
2X4 Ceil. Joists @ 16" o.c.
then
Finished ceiling material
PT 6x6 Post from Roof
Structure to Top of Ftg.
Flash @ Wall/Roof
Intersection
Galv. ABA66 Post
base by Simpson
Strong Tie or Eq.
Attach trusses / Rafters to
beam w/ Hurricane clips
Bottom of Footing to be
Min. 48" Below Grade
2X6 truss Ledger
continuous securely
nailed to solid framing
W16x40 w/Blocking
For Decorative Wrap
(4) 2x12 Carrier Beam
2x10 Joists 16"o.c.
Existing CMU
Fndn. to Remain
2x10 Joists 16"o.c.
4" Concrete Slab
R-15 Rigid Insulation
Addition Floor Height to
Align w/Existing Floor
(2) 2x10 Joists 16"o.c.2x10 Joists 16"o.c.
R-30 Insulation
at Overhang
Existing
Notched Post detail
NTS
Existing Fndn.
to Remain
4" Concrete Slab
Bottom of Ftg. 48"min. Below Grade
2x10 Joists 16"o.c.
(Bridging @ mid-span typ.)
14" Heel
12" R-38 F.G.
Batt Insulation
2x10 Joists 16"o.c.
(Bridging @ mid-span typ.)
12
5
12
5
Cont. Ridge Vent
R-15 Rigid Insulation, typ.
14"
Insul vent Baffle
Extend Sheathing up over face of raised heel truss
Fasten to ea truss w/ min of 3-8d nails.
Overlap Wall Plates 6" min.
12" R-38 F.G. Insul.
14" Truss heel.
Ext. Wall
Building Section
3/16"=1'-0"
1
A/6
1
A/6 Ro
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P
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For full Material Call-Outs & specs
Refer to Typ. wall Section on Sheet A-8
TRUSS NOTE
Truss design drawings & Layouts, prepared in conformance to
Section R802.10.1, shall be provided to the building official and
approved prior to installation or at time of framing inspection.
Roof Plan
3/16"=1'-0"
2
A/6
2
A/6
Dr
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1
2
8
6
6
A-6
12/12/2025
As Noted
Seal
Drawn By:
Engineer:
Owner Approval:
Scale:
Date:
Drawing No.
No.
Record of Work
Date
K.L.H.
Va
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Garry F.
Nathan PE
Building Section
3/16"=1'-0"
3
A-6
3
A-6
5
A-4
5
A-4
1a
A-6
1a
A-6
Notched Post Detail
N.T.S.
1a
A/6
1a
A/6
2-1/2" dia Through bolts may
be substituted with 3-5"
FlatLok Structural screws by
Fastenmaster or Eq.
Typ. Truss Heel Dtl.
N.T.S.
3a
A-6
3a
A-6
3a
A-6
3a
A-6
Exist.W01W01 W01W01W01W01W01W01
W03W03W03W03
12
5
PT 2x12 Rim Board PT 6x6 Posts, typ.
24" Bigfoot Footings to
48" Below Grade, min.
Undisturbed SoilBottom of Footing to be
Min. 48" Below Grade
PT 6x6 Posts, typ.
Vinyl Siding to
Match Existing
Asphalt Shingles to
Match Existing
Overbuild on Existing Roof -
See Roof Plan for
Construction Notes
AdditionExisting
AdditionExisting
Grade
Flash as Needed
Install Ice & Water Shield 18"min.
Vertically Up Wall & At Valley
6" Step Down
12
5
PT 2x12 Rim Board PT 6x6 Posts, typ.
24" Bigfoot Footings to
48" Below Grade, min.
Undisturbed SoilBottom of Footing to be
Min. 48" Below Grade
PT 6x6 Posts, typ.
Vinyl Siding to
Match Existing
Asphalt Shingles to
Match Existing
Overbuild on Existing Roof -
See Roof Plan for
Construction Notes
AdditionExisting
AdditionExisting
Grade
Flash as Needed
Install Ice & Water Shield 18"min.
Vertically Up Wall & At Valley
6" Step Down
Exist.W01W01 W01W01W01W01W01W01
W03W03W03W03
W01W01 W01W01 W01W01
Exist.Exist.
W01W01
W02W02
W03W03
12
5
PT 6x6 Posts
24" Bigfoot Footings to
48" Below Grade, min.
Grade
Undisturbed Soil Bottom of Footing to be
Min. 48" Below Grade
PT 6x6 Posts
Vinyl Siding to
Match Existing
Asphalt Shingles to
Match Existing
Overbuild on Existing Roof -
See Roof Plan for
Construction Notes
Addition Existing
Addition Existing
PT 2x12 Rim Board
Flash as Needed
Install Ice & Water Shield 18"min.
Vertically Up Wall & At Valley
12
5
PT 6x6 Posts
24" Bigfoot Footings to
48" Below Grade, min.
Grade
Undisturbed Soil Bottom of Footing to be
Min. 48" Below Grade
PT 6x6 Posts
Vinyl Siding to
Match Existing
Asphalt Shingles to
Match Existing
Overbuild on Existing Roof -
See Roof Plan for
Construction Notes
Addition Existing
Addition Existing
PT 2x12 Rim Board
Flash as Needed
Install Ice & Water Shield 18"min.
Vertically Up Wall & At Valley
W01W01 W01W01 W01W01
Exist.Exist.
W01W01
W02W02
W03W03
6068 6068
Exist.
Exist.
6068
W05W05W05W05
6"
12
5
PT 2x12 Rim Board
PT 6x6 Posts, typ.
24" Bigfoot
Footings, typ.
Undisturbed SoilBottom of Footings to be
Min. 48" Below Grade
PT 6x6 Posts, typ.
Vinyl Siding to
Match Existing
Asphalt Shingles to
Match Existing
12
5
Chimney Surround Siding TBD by Owner
Existing Shingles
and Siding
New Sliding Door to
Replace Existing Window
6" Step Down
Flash as Needed @ Porch
Roof/Wall Intersection
6"
12
5
PT 2x12 Rim Board
PT 6x6 Posts, typ.
24" Bigfoot
Footings, typ.
Undisturbed SoilBottom of Footings to be
Min. 48" Below Grade
PT 6x6 Posts, typ.
Vinyl Siding to
Match Existing
Asphalt Shingles to
Match Existing
12
5
Chimney Surround Siding TBD by Owner
Existing Shingles
and Siding
New Sliding Door to
Replace Existing Window
6" Step Down
Flash as Needed @ Porch
Roof/Wall Intersection
6068 6068
Exist.
Exist.
6068
W05W05W05W05
West Elevation
3/16"=1'-0"El
e
v
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t
i
o
n
s
2
A-7
2
A-7 East Elevation
3/16"=1'-0"
3
A-7
3
A-7
South Elevation
3/16"=1'-0"
1
A-7
1
A-7
Dr
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1
2
8
6
6
A-7
12/12/2025
As Noted
Seal
Drawn By:
Engineer:
Owner Approval:
Scale:
Date:
Drawing No.
No.
Record of Work
Date
K.L.H.
Va
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Garry F.
Nathan PE
5
12
4'-0"
9'-1 1/8"
8'-1 1/8"
1/2" OSB SHEATHING w/ H-Clips
NYS Apprvd. TRUSSES 24" 0.C.
Hurricane Tie-down Clips @ Ea. Truss
1" CONT. AIR SPACE
ASPHALT SHINGLES
FELT PAPER
Ice and Water Shield up 24" min from inside of Exterior Wall Line
R-49 (Min) F.G. CEILING
INSULATION w/ Vapor Barrier
½" DRYWALL CEILING.
R-38 Acceptable if Top Plate is
Not Compressed
DOUBLE 2" X 6" TOP PLATE
¾" T & G OSB SUB-FLOOR
(Glued & Screwed)
DBL. 4" Lap Siding
House Wrap
7/16" OSB Exterior Sheathing
4" CONCRETE SLAB BACKFILL WITH GRANULAR MATERIAL
2" X 6" Treated Sill Plate
Foam Sill Seal
1/2" Anchor Bolts @ 6'-0" O.C.
Minimum 12" From End of Run
PT 2X4 TOP & BOTTOM PLATE
2X4 STUD FRAMING @ 24"O.C.
R-15 RIGID INSULATION
COVER COMPLETELY W/ FSK PAPER
#4 DOWELS @ 2'-0" O.C. TO TIE TO
ADJACENT STEEL
8" X 16" CONT. CONCRETE FOOTING
(2) #4 BARS CONT. 20" MINIMUM LAP SPLICE
UNDISTURBED SOIL
EXPANSION JOINT
FILTER FABRIC
4" DRAIN TILE
8" GRAVEL FILL
6 MIL. VAPOR BARRIER
4" GRAVEL BASE
RIM JOIST INSULATION
GRADE
RIM JOIST INSULATION
1/2" DRYWALL CEILING
2" X 10" RIM JOIST
7/16" OSB SHEATHING
2x10 FLOOR JOISTS
@16" o.c.
2" X 6" BOTTOM PLATE
5 1/2" Wall Studs 16" O.C.
5 1/2" Wall Insulation
Poly Vapor Barrier
1/2" Drywall
GALV. DRIP EDGE
ALUM. FASCIA
2" X 6" SUB FASCIA
#4 REBAR (2 TYPICAL) HORIZ.
DOUBLE 2" X 6"
TOP PLATE
2" X 10" RIM JOIST
7/16" OSB SHEATHING
8" POURED CONCRETE WALL
#5 BAR VERT. @ 48" o.c.
(Tie #5 Bar to Footing dowels)
DAMP PROOFING (TO GRADE)
Frost Wall to Extend a min of 48" Below Grade.
Final Depth to be determined in Field in order to provide
Bearing on Undisturbed soil below Frostline.
(min)
VENTED VINYL SOFFIT @ Eaves
SOLID VINYL SOFFIT@ Gables
DBL. 4" Lap Siding
House Wrap
7/16" OSB Exterior Sheathing
¾" T & G OSB SUB-FLOOR
(Glued & Screwed)
2" X 6" BOTTOM PLATE
5 1/2" Wall Studs 16" O.C.
5 1/2" Wall Insulation
Poly Vapor Barrier
1/2" Drywall
2x10 FLOOR JOISTS
@16" o.c.
5
12
4'-0"
9'-1 1/8"
8'-1 1/8"
1/2" OSB SHEATHING w/ H-Clips
NYS Apprvd. TRUSSES 24" 0.C.
Hurricane Tie-down Clips @ Ea. Truss
1" CONT. AIR SPACE
ASPHALT SHINGLES
FELT PAPER
Ice and Water Shield up 24" min from inside of Exterior Wall Line
R-49 (Min) F.G. CEILING
INSULATION w/ Vapor Barrier
½" DRYWALL CEILING.
R-38 Acceptable if Top Plate is
Not Compressed
DOUBLE 2" X 6" TOP PLATE
¾" T & G OSB SUB-FLOOR
(Glued & Screwed)
DBL. 4" Lap Siding
House Wrap
7/16" OSB Exterior Sheathing
4" CONCRETE SLAB BACKFILL WITH GRANULAR MATERIAL
2" X 6" Treated Sill Plate
Foam Sill Seal
1/2" Anchor Bolts @ 6'-0" O.C.
Minimum 12" From End of Run
PT 2X4 TOP & BOTTOM PLATE
2X4 STUD FRAMING @ 24"O.C.
R-15 RIGID INSULATION
COVER COMPLETELY W/ FSK PAPER
#4 DOWELS @ 2'-0" O.C. TO TIE TO
ADJACENT STEEL
8" X 16" CONT. CONCRETE FOOTING
(2) #4 BARS CONT. 20" MINIMUM LAP SPLICE
UNDISTURBED SOIL
EXPANSION JOINT
FILTER FABRIC
4" DRAIN TILE
8" GRAVEL FILL
6 MIL. VAPOR BARRIER
4" GRAVEL BASE
RIM JOIST INSULATION
GRADE
RIM JOIST INSULATION
1/2" DRYWALL CEILING
2" X 10" RIM JOIST
7/16" OSB SHEATHING
2x10 FLOOR JOISTS
@16" o.c.
2" X 6" BOTTOM PLATE
5 1/2" Wall Studs 16" O.C.
5 1/2" Wall Insulation
Poly Vapor Barrier
1/2" Drywall
GALV. DRIP EDGE
ALUM. FASCIA
2" X 6" SUB FASCIA
#4 REBAR (2 TYPICAL) HORIZ.
DOUBLE 2" X 6"
TOP PLATE
2" X 10" RIM JOIST
7/16" OSB SHEATHING
8" POURED CONCRETE WALL
#5 BAR VERT. @ 48" o.c.
(Tie #5 Bar to Footing dowels)
DAMP PROOFING (TO GRADE)
Frost Wall to Extend a min of 48" Below Grade.
Final Depth to be determined in Field in order to provide
Bearing on Undisturbed soil below Frostline.
(min)
VENTED VINYL SOFFIT @ Eaves
SOLID VINYL SOFFIT@ Gables
DBL. 4" Lap Siding
House Wrap
7/16" OSB Exterior Sheathing
¾" T & G OSB SUB-FLOOR
(Glued & Screwed)
2" X 6" BOTTOM PLATE
5 1/2" Wall Studs 16" O.C.
5 1/2" Wall Insulation
Poly Vapor Barrier
1/2" Drywall
2x10 FLOOR JOISTS
@16" o.c.
DN
CL
CL
3/4" GROUT
1 1/2"
7" SQUARE
FOUNDATION
TOP OF
CONCRETE
4 - 3/4" DIA.
ANCHOR BOLTS
5" EMBEDMENT
3/4" THICK PLATE
3" STANDARD
PIPE COLUMN
TYP.
5/16"
DN
DOOR SCHEDULE
3D EXTERIOR ELEVATION NUMBER QTY FLOOR SIZE WIDTH HEIGHT DESCRIPTION
D01 2 1 6068 72"80"EXT. DOUBLE HINGED-DOOR F01
D02 1 1 6068 72"80"EXT. SLIDER-GLASS PANEL
D03 4 2 2668 30"80"HINGED-DOOR PS01
D04 3 2 5068 60"80"SLIDER-SLAB
DN
WINDOW SCHEDULE
3D EXTERIOR ELEVATION NUMBER QTY FLOOR SIZE R/O DESCRIPTION COMMENTS
W01 8 1 30410 36"X58"DOUBLE HUNG
W02 1 2 30310 36"X46"DOUBLE HUNG TEMPERED
W03 3 2 30410 36"X58"DOUBLE HUNG
W04 1 2 4020 48"X24"SINGLE AWNING TEMPERED
W05 3 2 6020 72"X24"TRIPLE SLIDING
Dr
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1
2
8
6
6
A-8
12/12/2025
As Noted
Seal
Drawn By:
Engineer:
Owner Approval:
Scale:
Date:
Drawing No.
No.
Record of Work
Date
K.L.H.
Va
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G
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A
L
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C
E
N
S
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D
P
R
O
F
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S
S
I
O
N
A
L
E
N
G
I
N
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R
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T
O
A
L
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IN
A
N
Y
W
A
Y
A
N
Y
P
L
A
N
S
,
S
P
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C
I
F
I
C
A
T
I
O
N
S
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P
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O
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S
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R
R
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P
O
R
T
S
T
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W
H
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C
H
T
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E
S
E
A
L
O
F
PR
O
F
E
S
S
I
O
N
A
L
E
N
G
I
N
E
E
R
H
A
S
B
E
E
N
A
P
P
L
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D
Garry F.
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Typical Wall Section
3/8"=1'-0"
2
A-8
2
A-8
Post Conn. Dtl
N.T.S.
3
A-8
3
A-8
Door Schedule
N.T.S.
5
A-8
5
A-8
Window Schedule
N.T.S.
4
A-8
4
A-8
1
A-8
1
A-8
Light Vent and Egress Schedule
N.T.S.
2020 Energy Code Requirements - ZONE 5
Climate
Zone
Fenestration
U-Factor
Skylight
U-Factor
Ceiling
R-Value
Wood Framed Wall
R-Value
Floor
R-Value
Crawl Space Wall
R-Value
Slab
R-Value & Depth
5
Code .30 .55 49/38 20 30 15/19 R15 to 48"
TABLE N1102.1.2 (402.1.2) INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENT
5
Supply .30 .55 38 21 30 15/19 N/A
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(
C
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6
7
)
NYS Route 29 aka Lake Avenue
PROPOSED
ADDITION
PROPOSED
PORCH