HomeMy WebLinkAbout50488-Z REVISIONS:
10/19/21 lWetRar
10/25/21 U.C.reffiv
5/3/23 SD/CO detec
5/11/23 PertnitSet
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CODE ANALYSIS
ENERGY NOTES NOTE:
OCCUPANCY: Residential Single Fatrilly Detached
1. Calculations are valid up+a 5999 degree days. This project complies with the 2020 Residential Code of New York State, the GENERAL CONSTRUCTION NOTES: CODE REFERENCES: LIST OF DRAWINGS
REFERENCE STANDAR65: 2020 NYS Energy Conservation Code, NFIPA standard 70, "The Notional 1. All work shall conform to the requirements of the New York State Residential
2020 Residential Code of NYS 2. Certified conformance for Zone 11B. Electric Code", and the Zoning Code of the Town of Southold Code; all work shall also conform to the requirements of any other Codes and FOUNDATION SYSTEMS: Shall conform with Code sections and Tables 1 GENERAL NOTES, CODE REFERENCES
As minimum design loads for buildings and authorities having jurisdiction.The Contractor shall obtain and arrange for all R404.1.10), R404.1.1(2), $ R404.1.20)Thru R404.11.2(9) 2 AS BUILT FLOOR PLANS
other structure ASCE7-16 3.Wood framed floors,walls and ceilings shall have an approved required permits,Inspection, certificates and tests. ANCHOR BOLT SIZE AND SPACING: %"0*36" O.C. B PHOTO ELEVATIONS
Climate Zone:11B vapor barrier(permearce rating of 1.0 perm) installed on the 4 DETAILS
ASPHALT ROOF SHINGLE NOTES
Degree Days:5750 "worm in winter"side of thermal Insulation. 2. All foundations shall rest on undisturbed soil of 1 T.S.F. bearing capacity, PROTECTION AGAINST DECAY. Refer to Section R317
1. Asphalt roof shingles shall have self-sealing strips or shall be contractor shall have the level of acceptable bearing strata verified In the field. PROTECTION AGAINST TERMITES: Refer to.Section R331 BUILDING PLAN REVIEW NOTE:
DESIGN LOADS: 4. Windows and sliding doors shall have a max. air Infiltration Interlocking and shall comply with the requirements of ASTM D-225 X
Town of Southold Plans Examiner shall review the enclosed document for minimum 0
Roof. 20 psf ground snow load rating of 0.3 CFM per square foot of window area. Swinging or 0-346, installed in accordance with sect. r.905.2 3. Concrete has been designed in accordance with ACI 316-14"Building Code FLOOR SYSTEM: Shall comply with Choper 5 acceptable plan submittal requirements of the Town of Southold as specified In the = "
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Basic Wind Speed:130 mph doors shall have a max. air Infiltration rate of 0.5 CFM per Requlrerremts for Structural Coricrete".All concrete work shall conform to Building and/or Residential Code of the-State of New York. This review does snot 0
Uplift-31 psf square foot of door area. 2.All fasteners for asphalt roof shingles shall be galvanized steel, requirements and recommendations of ACI-301-16 "Specifications for Structural WALL BRACING SYSTEM:Shall comply with Sections 9602.10, guarantee compliance with that code. That responsibility Is guaranteed under the seal
Dead Loads:10 psf stainless, aluminum, or copper roofing nails. Fasteners shall be Concrete for Buildings"(fp"=3000 psi);All exposed slabs,and steps shall be RrOO2.10.10, R602.11 s R602.12 and signature of the State of New York licensed design professional of record, That
S. Skylight shafts shall have a minimum Insulation value of R-19. minimum 12 gage shanked with a minimum 3/8" do. head, and of sufficient 0 Cc
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Table R301.4 length to penetrate through the roofing materials and the sheathing. 3500 psi air-entrained. Reinforcing steel shall conform to ASTM A-615 Grade WINDOW ANCHORAGE:Shall comply with Section R609.7 seal and signature has been Interpreted as an attestation that to the best of the
60. licensee's belief and Information,the work In the document is:
Minimum L'niformly Distributed Live Loads G. Garages-front,sides, doors, interior shall have max. U=.40 WINDOW MULLIONS: Shall comply with Section R609.8 *Accurate 4
(In Pounds per Square Foot) 3.Asphalt roof shingles shall have the minimum number of fasteners as 4. All fromilgi members shall be Hem-Fr#2 (Fb=830 psi); provide(2)2 x 6 In U 2
7.All fireplaces shall be provided with a damper for outside required by the manufacturer. header over all wall openings, unless otherwise noted. EXTERIOR WALL COVERING:Shall comply with Section R702.1, R703.1, 'Conforms with governing codes applicable at the time of submission
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Use Live Loads combustion air 150-200 CFM. All flues shall have tight seated R703.4 Refer to Table R703.3.1 for weather-resistant Siding Attachment *Conforms with reasonable standards of practice and with the view to the
Exterior Balconies 60 damper with a max. air leakage of 20 CFM. All fireplaces 4. For normal applications, asphalt roof shingles shall be secured+a the S. Micro-lain girders (ML)shall be laminated veneer lumber with E=2,000,000 and Minimum Thickness. Refer+a Table R703.6.11 for Wood Shakes or 0 �4
Decks 60 shall have tight-fitting non-combustible doors. roof with no less than four(4)fasteners per strip shingle or two (2) PSI. Flo_- 2,800 PSI, as manufactured by TRU.S-JOIST McMILLAN. Shingles. safeguard of life, health, property, and public welfare Is the responsibility
Passenger Vehicle Garages so 8.The Contractor shall submit the design, size and type of fasteners per individual shingle. G. Double fame around all openings, under parallel walls and under bathtubs. Provide FOAM SIDING BACKER BOARD: Shall comply with R316 of the licensee.
Attic without storage 10 mechanical systems which will be used, in sufficient detail, as 5.Asphalt strip shingles shall have a minimum of six(6)fasteners per Simpson hanger connections at all flush structural food bearing conditions.
Attic with storage 20 required by the Building Department. shingle where the save Is 20 feet or higher above grade or where the ROOF/CEILING CONSTRUCTION:Shall comply with R802.1 Refer to
Rooms other than sleeping rooms 40 .9.All thermostats shall be adjustable from 55 degrees to base wind speed Is 120 mph or greater. 7. All concrete block shall conform to ASTM C-90; Mortar shall be type*M" Rafter Span Tables R602.4.10)and (2).
Sleeping Rooms 30 85 degrees Fahrenheit. SAFETY GLASS REQUIREMENTS S. All steel work shall conform to the requirements of the AISC*-Specifications for ROOF ASSEMBLIES: Shall comply with Section R202, R903, R-904 U
Stairs 40 10.All ducts and pipes shall be Insulated as required by code. SAFETY GLASS REQUIRED AT THE FOLLOWING LOCATIONS: Design, Fabrication and Erection of Structural Steel for Buildings". Steel shall P-9045.
Guards and handrails 200 11. HVAC Contractor shall verify heat loss calculations. 1. Any.9lazing In any door type. conform to ASTM a-572 (GRADE 50) and A-501. ROOF SLOPE: Shall comply with Section R905.2.2
DEFLECTION LIMITS: 9. All elect-Ical work shall conform to local NEC and Underwriters Laboratory
Rafters with no finished ceiling attached: L/160 12.All cellar and/or basement doors shall be Insulated. 2. Glazing In any walls enclosing a shower,tub, a sauna or steam room requirements, ASPHALT SHINGLES:Shall be secured to the roof with not less than (4)
Floors: L/360 fasteners per strip shingle or(2)fasteners per individual shingle (R905.2.6) N
3. Any Windows within 24"of a door 10. Pre-fabricated fireplaces and flues shall be UL approved. E-
13. The Engineer certifies that to the best of his knowledge, INTERIOR FINISHES AND MATERIALS:Shall conform to the fire spread
WINDOW NOTE FOR LOCATIONS WITHIN Belief, arid professional judgement that the plans are in 4. Any Individual pone of glass with an area greater than 9.0 sq.ft.where the 11. Install smoke detectors and carbon monoxide detectors In accordance with all and smoke-density requirements of Section R702.
compliance with the 2020 Energy Conservation Construction bottom is less than 18"above the adjacent finish floor within 36" of the window. state and local code requirements.
ONE MILE OF SHORELINE Code of New York State. (November, 201-9) INSULATION AND VAPOR BARRIERS:Shall be fire rated per Section
All new windows and glass doors shall meet the requirements of 5. Glazing In wolfs of spas, hot tubs or Indoor pools within 6-0"of the water 12.The Contractor shall verify all existing conditions before starting construction and R302.10.
the large missile test of ASTM 1996 and or ASTM E 1.986 shall notify the engineer of any ambiguities or discrepancies before proceeding with GYPSUM BOARD: Shall conform to Section R702.3.
a 6. Glazing In stairways and landings within 3-0"horizontally of a walking surface the work If any questions arise before or during construction as to the Intent or
The contractor shall provide pre-cuty2" plywood panels to cover details of the drawings, the contractor shall call the Architect, Mark Schwartz,
the glazed openings$ shall pre-drill edges at 12"o.c.to accept THE REQUIREMENT DOES NOT APPLY IF THE BOTTOM EDGE OF THE at(631)734-4185 for clarification and/or Instructions. If the contractor falls to MAINTAIN MINIMUM CLEARANCES TO THE BATHROOM FIXTURES:
2-1/2"#8 wood screws and provide adequate number of screws GLASS IS MORE THA 60"ABOVE THE FLOOR. follow the above procedure, he shall assume all responsibility for the Refer to Section R307.1
consequences of his actions and/or decisions.
for fastening.
STAIR LANDING:Shall comply with section R311.8.2 v'fo''A 11;Z'1�1
13. The owner shall arrange for supervision of the construction work to ensure C/, >,��,
CLIMATIC AND GEOGRAPHIC: DESIGN CRITERIA TABLE R301.2 STAIRWAY:Shall comply with Section R311.7 1 71 t'\111N
1 .1 1�1
compliance with the contract documents.
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HANDRAILS: Shall comply with Section R311.7.6
WIND DESIGN SUBJECT TO DAMAGE FROM
SEISMIC WINTER ICE BARRIER MEAN
GROUND 14.When using ACQ pressure treated lumber all nails, screws, sill plates and wind
FLOOD AIR FREEZING 0_4
TOPOGRAPHIC SPECIAL WIND WIND-BORNE WEATHERING FROST LINE TERMITE �. /SPEED DESIGN DESIGN UNDERILAYMENT ANNUAL
io,j I DRAWN: JM MS
HAZARDS INDEX straps must be hot dipped galvanized or stainless steel fasteners.
SNOW LOAD EFFECTS REGION DEBRIS ZONE CATEGORY DEPTH TEMP REaUIRED TEMP
SCALE: AS NOTED
-F 'F 13.Per 1-302.13 code, new floor joists at basements only(not crawl spaces): unless JOB#:
lbfi/ft2 MPH PROVIDE TRUSS SIGN IN ACCORDANCE WITH
using 2x dimensional lumber or microlarnjoists,1/2"sheetrock must be installed on
MODERATE TO underside ofJolsts (wood-Ijolsts or s+eeljols+s). TJI flakJacke++a be used In PART 1:2635 OF NYS CODE
20 130 YES NO NO B SEVERE 31-0" YES NO 452 52.70
SHEET NUMBER:
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HEAVY place of standard TJI wood-is for exception to code requirement(no sheetrock).
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REVISIONS:
10/1 /21 [WetBar
LIGHT VENTILATION AND HEATING NOTES: 10/2i321 DCOdetec
(SECTION R303 INTERNATIONAL BUILDING CODE) 5/11/23 PermitSet
AS PER SECTION R303.1 HABITABLE ROOMS:
ALL HABITABLE ROOMS SHALL BE PROVIDED WITH AGGREGATE GLAZING AREA
~ OF NOT LESS THAN 8 PERCENT OF THE FLOOR AREA OF SUCH ROOMS.
NATURAL VENTILATION SHALL BE THROUGH WINDOWS, DOORS, LOUVERS OR
Z OTHER APPROVED OPENINGS TO THE OUTDOOR AIR. SUCH OPENINGS SHALL BE
PROVIDED WITH READY ACCESS OR SHALL OTHERWISE BE READILY
CONTROLLABLE BY THE BUILDING OCCUPANTS. THE MINIMUM OPENABLE AREA
TO THE OUTDOORS SHALL BE 4 PERCENT OF THE FLOOR AREA BEING
Li 14'-4.^ VENTILATED,
COVERED ENTRY
}� 14'-4"x5'-o" EXCEPTIONS: (SEE NOTE BELOW)
Y Area:72 5q Ft
inTHE GLAZED AREAS NEED NOT BE OPENABLE WHERE THE OPENING IS NOT
3 REQUIRED BY SECTION R310 AND A WHOLE HOUSE MECHANICAL VENTILATION
4' X36" 24F.X36" SYSTEM IS INSTALLED IN ACCORDANCE WITH M1507.
THE GLAZED AREAS NEED NOT BE PROVIDED IN ROOMS WHERE EXCEPTION 1
ABOVE IS SATISFIED AND ARTIFICIAL LIGHT IS PROVIDED CAPABLE OF
PRODUCING AN AVERAGE ILLUMINATION OF 6 FOOTCANDLES (6.46 LUX) OVER
THE AREA OF THE ROOM AT A HEIGHT OF 30 INCHES (762 MM) ABOVE THE
FLOOR LEVEL.
ENTRY PORCH
pm 131-8'x6-1" m NOTE AS PER SECTION R310 EGRESS WINDOWS SHALL BE PROVIDED, HOWEVER
X Arco:110SoFt X 0 GLAZING AS SHOWN DOES NOT MEET REQUIREMENTS AS PRESCRIBED ABOVE.
HVAC CONTRACTOR SHALL FIELD VERIFY THAT EXISTING HVAC EQUIPMENT MEETS
42'-2" 15'-3" 12'.6• EXCEPTIONS AS NOTED ABOVE, PRIOR TO EXECUTION OF HIS CONTRACT. IF
EXISTING EQUIPMENT DOES NOT MEET CRITERIA AS REQUIRED, EXISTING HVAC
LOWER LEVEL 15 ABOVE SYSTEM SHALL BE UPGRADED TO COMPLY. ELECTRICAL CONTRACTOR SHALL
GRADE, NO EGRESS 961,X35" 961,X35" PROVIDE LIGHTING IN HABITABLE AREAS TO MEET THE REQUIREMENTS OF THE
WELLS ARE REQUIRED CASEMENT CASEMENT EXCEPTIONS AS NOTED ABOVE.
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13'-4" = = 8'-9"BATHROOM W-6" njo�
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BEDROOM #2 I Q d Area, 45gFt
131-4"X 10-e IRR l9 (V Q Ceiling H Igh+:Vaulted/ I
Arco:153 5q Ft �� ( m w lY I I I O
1U Ceiling Haight 7-9" I v VAAAA I —I
0. Natural Light 8%>or= 8% I BEDROOM #1 X w 1-it V � \ / \ /
= U Ventilation: 6%>or=4% 14'-6"X 14'-2"IRR ATF{�O�G M r•--1
J L1C W Egress: 5.70>or=5.7 5q Ft RO M Area:214 Sq Ft ry J BEDROOM #4 __ __ __ - "X 9>_-O_ BEDROOM #3 (�
B',9"X 5'-O g g Arco:167 5 I Ft , ri
w g , 14'-2"X 16-71RR FOYER Area: Sq Ft ut -I
Collin Height:7-9" J I� Ifl
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U to Area:44 5 Ft g Area:228 5 Ft Ceiling Height:
Natural Light. 6%>or= 8%
g Ceiling Height 8'-O° rea:69 5q Ft
Ceiling Height 7- Ventilation: 6%>or=4%
UU PROPANE HEAT/ �y� Cei ing Height Vaultedq�
O O� Egress: 5.70>or=5.7 5q R O(Q" CLOSET
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Z Calling.H�5g7�" 5 ry�(O" 10'-5" I '� �T '� 6`� ry O ry ry(p� Area: 6Sg1Ft
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PANEL t— Z 5'-11"X 9'-9"
19'-3" � i0 W X Area:58 Sq Ft
SUB d4 E X W PANTRY p FLAT CEILING �q Gelling Height Vaulted D
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PANEL x w 4 T 5 X W ( O 14 T P
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EXISTING 12'-O"
LIVING ROOM MASONRY PLATFORM Z i C�
19'-8"
29-8 x 14-7 I LIVING ROOM n 0
Area:416 5q Ft d J Z
1 m Gelling Height:7-9 EXIST WOOD r
KITCHEN DINING ROOM I 21'-6'x 15'-7'
BURNING STOVE o I Area:335 Sq Ft = BEDROOM #5
12'-O"X 15-3"IRR 8'-0"X 12'-0" U
STORAGE AREA I UNDER COUNTER REFRIG Area:162 Sq Ft Q Area:96 Sq Ft Calling Height Vaunted
10-0"X 9-1"IRR .) 29'-8" Ceiling Height-8'-0" I qFt 88
Area:106 5q Ft I Ceiling Height 8'-O" iv g g I BURNING
ROp G Area:Height-.
5 -01 SKYLIGHT
Gelling Height 8'-O"
Natural Light 19%>or= 8%
w Calling Height 7-0" ( WET BAR 00 W I FIREPLACE
lt1 W Ventilation: 15%>or=4% r�
X E 10'-O" 9'-7' w m FLAT CEILING VAULTED CEILING V
W x X w w Egress: 23.78>or=5.7 5q Ft
m I Nw O I xw
L f—— — I c� 1- LINE OF WALL BELOW
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46"X 33" 46"X 33" t 52"X 45" 52"X 45" 46"X 40" 70"X 46" i 5'-11" DOOR UNIT 96"X 58" 5'-10"GLASS SLDR
I CASEMENT CASEMENT CASEMENT CASEMENT GLIDER CASEMENT t CASEMENT
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LINE OF —►li t 46"X 38" cn `V o
DECK j 142-2" BALCONY �
CASEMENT
ABOVE t lU 22'-11,X 19'-3"IRR O M '
OrNm 20'-4"t Area:73 Sq Ft P9 a
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LINE OF DETECTION AND CARBON I0 r ,E
LINE OF BALCONY ABOVE CANTILEVER TI MONOXIDE DETECTION AS n AS-BUILT SECOND FLOOR PLAN (463 Sq Ft) TO BE MAINTAINED ,
REQUIRED BY CODE
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ELEVATED DECK INDICATES SMOKE DETECTORS
1 27-4"X 16-1"IRR O O w
I Area:423 Sq Ft "[
OINDICATES HARD-WIRED CARBON MONOXIDE as
DETECTOR
N - - -- --- -Q --�-; 2T-4,
a - - -- -- FIR] 80 CFM MECH EXHAUST FAN TO EXTERIOR
------------------------------------------------------------------------I
n AS-BUILT BASEMENT / FOUNDATION PLAN 1,435 Sg Ft TO BE MAINTAINED n AS-BUILT FIRST FLOOR PLAN 1,555 5q Ft
t Scale:l/4" =T-O" Scale:1/4"=1'-O"
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EXISTING WALLS TO BE INSPECTED PRIOR TO I •� � M
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SCALE: 1/4" = 1'-0"
DECK DRAWN:
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' JOB#:
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SHEET NUMBER:
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WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS
USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT & GOOD CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY.
W
KING STUDS
ENDWALL RAFTER
WALL STUD ► 1
CRIPPLE STUD
BOTTOM PLATE ET1
RIDGE �•1••�
HEADER LEDGER BATHTUB
DOUBLE JOIST
SIDEWALL 44 1�
RAFTER
JACK STUDS
FLOOR USP NUMBER DESCRIPTION APPLICATION O
1ST. ADS5 HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERSw/
ANCHOR TO FOUNDATION W/ ANCHOR BOLTS BATH / SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT p.,(
CONNECT TO 7 SIDE OF ALL CORNERS ON LOCATION USP NUMBER DESCRIPTION APPLICATION LOCATION USP NUMBER DESCRIPTfON APPLICATION RAFTER SIZEUSP NUMBER DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR
2ND. ADS5 HOLD DOWN BOTH BOT. PLATE OF 2ND FLOOR AND TOP JOIST DIRECTION WITH 2 JOISTS. UNDER WALL.
ANCHOR PLATES OF 1ST. FLOOR. CONNECT THROUGH ALL OPENINGS LSTA72 1-1/4"x12'• 20go. STRAP APPLY TO EACH JACK STUD ROOF LSTA24 1-1/4"x24" 20go. STRAP PPLY O/ER RIDGE TO EACH RAFTS 2x6-2x8 LS26 18ga. SLOPE HANGER PPLY TO EACH RAFTER / LEDGER ( )
HE FLOORS TO EACH OTHER W THREADED ROD. ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS, PROVIDE
/ 2X70 LS210 18ga. SLOPE HANGER PPLY TO EACH RAFTER / LEDGER BLOCKING 024"OC
WALL STUD 0.
THROUGH-ROOF EXHAUST
VENTS SELECTED AND
LOCATED BY CONTRACTOR
METAL STRAP 90,
CRICKET AT TOP-SIDE OF VENTILATION CHANNEL
RIM BOARD CHIMNEY AS REQUIRED W RAFTER
SILL PLATE(S) WALL SHEATHING RAFTERS MAINTAIN
SIDEWALL FLASHING VENTILATION WOOD JOIST O O
FOUNDATION ' •'" •' TOP PLATE BLOCKING W
FINISH WALL AND MOISTURE 2x4 LEDGER BLOCKINGJkR)
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BARRIER TO LAP FLASHING 2x4 SOFFIT JOIST
STAFFING TO BE ATTACHED TO WALL STUDS 048"OC W
AND ALL WINDOW/DOOR OPENING JACK STUDS AT WALL -- MAINTAIN GAP ATTIC SHALL BE PROVIDED WITH A FASCIA W
BETWEEN WALL FINISH AND MINIMUM NET FREE VENTILATING AREA _
FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION ROOFING TO AVOID SOAKING WALL STUD NOT LESS THAN 1/150 OF THE AREA OF GUTTER
•,' THE SPACE VENTILATED. ALL OPENINGS WOOD GIRDER f-r
INSTALL 4'0•' O.C. SHALL BE COVERED WITH CORROSION- ON TIN. SCREENED VENT
4" - 8" LSTA24 1-1/4"x24" 20go. STRAP AND JACK STUDS RESISTANT METAL MESH WITH MESH r!, W
ON ALL OPENINGS PROVIDE HEMMED EDGE AT OPENINGS OF Va INCH IN DIMENSION. ONTIN. SOFFIT / EXT. PLYWOOD w '�
INSTALL 4'0" O.C. FLASHING TO FORM CHANNEL LOCATION USP NUMBER DESCRIPTION APPLICATION
AND SO AS TO MAINTAIN AIR SOFFITED EAVE O
8" - 14" LSTA30 1-1/4"x3O" 18go. STRAP AND JACK STUDS GAP TO PREVENT CAPILLARY CONNECT TO c Q
ON ALL OPENINGS / ACTION 4" - 6' RAFTER RT10 10-3/4" x 18ga. TYDO'NN ANCHOR EACH RAFTER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND W W x
INSTALL 4'0" O.C. CONNECT TO ROOF VENTILATION / OVER BEARING WALLS AND HEADERS 1� U
14" - 16" LSTA36 1-1/4"x36" 18ga. STRAP AND JACK STUDS 8" - 12" RAFTER RT20 1-1/8" x 20go. TYDOVN ANCHOR EACH RAFTER SOFFITED EAVE DETAIL ���r..TTL{���, O
ON ALL OPENINGS KEEP ROOFING NAILS OUT
OF FLASHING
2ND. FLOOR WALL
ROOFING LAPS BASE
-� FLASHING 4 INCHES
BASE FLASHING WRAPS CORNERS, RAFTER RIDGE CAP OF SAME
EXTENDS UNDER SHINGLES AT ( MATERIAL AS ROOFING
SIDES 4 INCHES AND LAPS NAILED TO SHEATHING
SHINGLES AT BASE MIN. 4 INCHES THROUGH VENT
WOOD JOIST
O
TOP PLATE
GIRDER/HEADER [� N S,y O
SIDE WALL FLASHING cn "It V
1ST. FLOOR WALL STAPPING TO BE ATTACHED TO WALL STUDS 048"OC WOOD JOIST o" V
AND ALL WINDOW/DOOR OPENING JACK STUDS METAL FLASHING AT ALL EAVES, SIDEWALLS, WALL STUD X Lf) �^-� 41
AND RAKES -- PROVIDE HEMMED EDGES SO O M s-4 r,
FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION AS TO FORM DRAINAGE CHANNELS AND RAFTERS F(] c3N m O �•.
INSTALL 4'0" O.C. PREVENT CAPILLARY ACTION e-I V
4" - 8" LSTA36 1-1/4"x36" 18go. STRAP AND JACK STUDS LOCATION USP NUMBER DESCRIPTION APPLICATION PRE-MANUFACTURED O X O tt
KEEP SHEATHING MIN. 1-1/2" ALL JOISTS CONNECIED TO A FLUSH HEADER TO BE SUPPORTED WITH �-+ON ALL OPENINGS RIDGE VENT FOLDS (�
CONNECT EACH FROM PEAK TO ALLOW FREE W Y-•+ ,Y
RAFTER/PLATE RT15 TYDOWN ANCHOR OVER RIDGE TO THE PROPER STEEL CONNECTOR.
INSTALL 4'0" O.C. RAFTER TO PLATE AIR PASSAGE '7� Lf)
CONFORM TO SLOPE IF ABLE, SET FIR JOISTS APROX. 1/2" HIGHER THAN LVL HEADERS
8" - 16" MSTA48 1-1/4"x48" 16ga. STRAP AND JACK STUDS CONNECT OVER OF ROOF TO ALLOW FOR SHRINKAGE. & REDUCE BUMP OUTS O Opp''.., \
PLATE WALL SPTH4 STUD PLATE ANCHOR PLATES TO EACH STUD
ON ALL OPENINGS / �y e4
"t V
0 4 s
DBL. SILL PLATE a'
TERMITE SHIELD I r-SUBFLOOR (, e•-1 y
^
SILL GASKET • WOOD JOISTS � v_
NE
00
TYP. CONC. FOUNDATION CONC. SLAB GASKETNE i 2x6 /2x8 CONTINUOUS WOOD PLATE CA N
( 6 MIL. POLY �+
DAMPPROOF EXTERIOR ,, GRANULAR FILL • s BOLTED I W
6MIL POLY ON EXTERIOR V 1/2 " DIA. STEEL BEAM WITH O
�•p BOLTS 048" o.c. STAG.
• V STEEL COLUMN
q I • q s � � �
11 \
•e 3'' % CONC. SLAB • 'A o F•e ` i ROOF JACK \� STEEL BEAM
a•e ( A o \•� ANCHOR BOLT EMBEDMENT: �� ��'
_ 4" x 1 4" x 8" STEEL
COMPACT FILL -� POURED CONCRETE: 7" / W
IBLDCK WALL: 15" ROOFING LAPSC � TOP AND BOTTOM PLATE �
KEYWAY FOOTING o V A • �1.' •_ , 11 • q • T FLASHING AT WITH 1/2" x 6" ANCHOR BOLT
,` a CONC. FTG. •p Q•p t e' SIDES AND TOP /
• ANCHOR BOLT CONNECTION USE WTH 3x3 SQUARE WASHERS 1 2" GROUT
� (USP LBPS58 OR BP583) F•�
6 t1 REINFORCING BAR FOUNDATION ' I �� 3" STEEL COLUMN u
SUPPORTING
DRAIN TILE p ANCHOR BOLT CONNECTION M DIA. ANCHOR BOLT MAXIMUM SPACING FLASHING LAPS ( 10 KIPS) ® O
SILL PLATE TO FOUNDATION ROOFING AT BOTTOM ��,
CRAWL SPACE OR FOUNDATION 1 STORY 72" OC
SILL PLATE TO FOUNDATION TYPICAL BEAM DETAIL
TYPICAL FOUNDATION. APPLY PILASTERS 2 STORIES 36" OC
WHERE NEEDED
NEEDED FOR STRUCTURAL BRACING. MIN. 3" STEEL COLUMN ANCHORED TO 24"x24"x12" CONC. FTG. CRAWL SPACE OR FOUNDATION STEEL/ BOTTOM BEARING
ALL BOTTOM PLATE TO FOUNDATION 1-2 STORIES 57" OC ROOF JACKS & VENTS DETAIL
(SLAB-ON-GRADE)
N
SUBFLOOR
CONC. SLAB 1 r-
F•M
DOOR FRAME
6X6 10/10 WWM
COMPACT FILL DOORGE JOIST
USE 2X8 STEEL BEAM
FOR BLOCKOUT V
P.T. PLATE W/ 6X6AWMM I SLOPE ��/
4"DRIVEWAY NOTCH JOIST AND ADJUST HEIGHT ^
1/2" AIR SCE < 1 • e• 7 1 2" (WITH A NAILING PLATE IF NEEDED)
' ' .• `••��i'� AT END AND , .• •. ••
" 4�y�•p ES OF WOOD 4• ' '4 . e• •• TO BE APROX. 1/2" OR HIGHER THAN
RADE • q •ti"q-_r___�__a__� BEAMS STEEL BEAM TO ALLOW FOR SHRINKAGE
•Q •� A. _ • q • q •, q t.�.•O s I •e C s A•a •'.:.• (PROVIDE STRAPPING TO KEEP JOISTS ALIGNED)
12" 6X6 W.W.M. 7' -a;-a �•- a e.a _,II 0 •C o'•e o s'C I— SUB FLOOR
s
MIN. oR,j° a ep •w �!•s �•s /�• .e `NOTCH BEAM FOR MUDSILL IF REQUIRED -- MAXIMUM C s e r
q • REINFORCING BAR / - oe
.� NOTCH EQUALS 1 4 DEPTH CF BEAM � O o�
DRAIN TILE ^ J •�' •� REINFORCING BAR d •_ . d •.eO eso0'e _ �101ST
12" •e ._ SHEET METAL/ 30g FELT UNDER BEAM AT POINT (� STEEL BEAM
OF CONTACT WITH CONCRETE OR CONC. BLOCK • •,
4•! 3" PLATE (BOLTED TO BEAM)
TYPICAL CONC. MONOLITHIC FOUNDATION. REINFORCE WITH (2) //4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS.
SHIMS TO LEVEL BEAM (
REINFORCE FOOTING WITH (2) #4 REINFORCING BARS, 3" MINIMUM BEARING SURFACE FOR WOOD BEAM
GARAGE DOOR BLOCKOUT
BEAM POCKET
yt. @ DRAWN:
s SCALE:
JOB#:
11/8/2024
SHEET NUMBER:
A-4
:A* of
GENERAL NOTES WIND FRAMING NOTES NAILING SCHEDULE PLAN CONTENTS:
1).RIDGE-TO-RAFTER ASSEMBLY: ROOF FRAMING: OCCUPANCY CLASSIFICATION R3 RESIDENTIAL
1-1/4"x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. NAIL NAIL rT,
When a collar tie is used in leu of a ridge strap,the number of lOd common nails required JOINT DESCRIPTION Qr SPACING NOTES BUILDING USE RESIDENTIAL DWELLING
CONSTRUCTION NOTES: in each end of the collar tie need not exceed the tabulated number of 8d nails in the strap. RAFTER TO 8'WALL-3-8c COMMON EACH BUILDING HEIGHT (SEE PLANS)
TOP PLATE 10'WALL:4-8d COMMO RAFTER TOE-NAIL TOTALS Q.FT-OF CONSTRUCTION (SEE PLANS)
1).The information within this set of construction documents is related to basic design 2).RAFTER-TO-WALL ASSEMBLY: CEILING JOIST 8'WALL:3-8c COMMON EACH DESIGN CRITERIA UNIFORM CODE
intent and framing details.They are intended as a construction aid,not a substitute Lateral framing and shear wall connections for rafter,ceiling or truss to top plate shall be in TOE-NAIL ( ) 2020 IRC,2020 NYS UNIFORM FIRE PREVENTION AND BUILDING CODE
for generally accepted good building practice and compliance with current New York accordance to table 3.3.When a rafter or truss do not fall in line with studs below,rafters TO TOP PLATE W WALL:4-8d COMMONJOIST AS PER FLOOR PLANS,CROSS SECTION,DETAILS,AND GENERAL NOTES
g Y P g g P P FRAMING ELEMENTS
State building codes.The General Contractor is responsible for providing standard or trusses shall be attached to the wall top plate and the wall top plate shall be attached to CEILING JOIST TO AS PER TA3LE 3.7 EACH FACE DESIGN LIVE LOAD sF R3o1.s
construction details and procedures to ensure a professionally finished,structurally the to the wall stud with uplift connections.Roofs overhanging the rake side of the building PARALLEL RAFTER WFCM•SBC LAP NAIL � ) DESIGN DEAD LOAD(PSF)R301 ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS R301.7
sound and a weatherproof completed product. shall be connected with uplift connections in accordance with table 3.3c. CEILING JOIST LAPS AS PER TMLE 3.7 EACH FACE UNINHABITABLE ATTICS(NO STORAGE) 10 EXTERIOR(LIGHT FRAME)WOOD WAALLSLLS 15 RAFTERS GREATER THAN 3:12 PITCH L/I50 W
UNINHABITABLE ATTICS(STORAGE) 20 EXTERIOR(LIGHT FRAME)STEEL WALLS 14 (NO FINISHED CEILING) �n
OVER PARTITION WFCM SBC LAP NAIL HABITABLE ATTICS AND INTERIOR(LIGHT FRAME)WOOD WALLS 10 INTERIOR WALLS AND PARTITIONS H/180 -
2).The General Contractor is responsible for ensuring that all work and construction 3).WALL-TO-WALL ASSEMBLY: 30 O
COLLAR TIE AS PER TA3LE 3.4 EACH FACE ATTICS WITH FIXED STAIRS INTERIOR E) FLOORS
meets current federal,state,county and local codes,ordinances and regulations,etc. Wall studs above and studs below a floor level shall be attached with uplift connections in (LIGHT FRAM STEEL WALLS 5 U360
TO RAFTER WFCM-SBC END NAIL EXTERIOR BALCONIES AND DECKS 40 CEILINGS PLASTER,STUCCO ^ .
These codes are to be considered as part of the specifications for this building and accordance with table 3.3b.When wall studs above do not fall in line with studs below,the MASONRY WALLS(8^THICK) 80 ( ) V360
FIRE ESCAPES 40 CEILINGS(GYPSUM) L/240 should be adhered to even if in variance with the plan. studs shall be attached to a common member in the floor assembly with uplift connectors in BLOCKING EACH TOE CONCRETE WALLS(6-THICK) 85 O
2-8d COMMON GUARDS AND HANDRAILS 200 ALL OTHER STRUCTURAL MEMBERS L/240
accordance with table 3.3. TO RAFTER END NAIL SIP WALLS to
P g RIM BOARD EACH END GUARD IN-FILL COMPONENTS 50 EXTERIOR WALLS(PLASTER,STUCCO) W360 ^/
3 .Dimensions shall take precedent over scaled drawings. VEHICLE GARAGES(R301.5)PER 20 SQ.IN.20001Fx F.L.{
2-16d CCMMON PASSANGER VEHICLES 50
(DO NOT SCALE DRAWINGS). 4).WALL ASSEMBLY TO FOUNDATION: TO RAFTER END NAIL EXTERIOR WALLS(BRITTLE FINISHES) H/240
First wall studs shall be connected to the foundation,sill plate,or bottom plate with uplift NON-SLEEPING ROOMS 40 EXTERIOR WALLS(FLEXIBLE FINISHES) FV120 a
4).The designer has not been engaged for construction supervision and assumes no connectors.Steel straps shall have a minimum embedment of 7 inches in concrete WALL FRAMING: SLEEPING ROOMS 30 LINTELS(SUPPORTING MASONY WALLS) L/600
responsibility for construction coordinating with these plans,nor responsibility for foundation and slab-on-grade,15 inches in masonry block foundations,or lapped under NAIL NAIL STAIRS 40
construction means,methods,techniques,sequences,or procedures,or for safety the plate and nailed in accordance with table 3.3b.When steel straps are lapped under the JOINT DESCRIPTION NOTES ROOF GROUND SNOW LOAD 20
precautions and programs in connection with the work.There are no warranties for a bottom plate,3 inch square washes shall be used with the anchor bolts.Anchor bolt QTY. SPACING
specific use expressed or implied in the use of these plans. spacing is to be spaced and sized in accordance to table 3.2a.In addition to spacing, TOP PLATE TO 2 PER FACE NAIL EXPOSURE CATAGORY (DESIGNED FOR EXPOSURE C)
anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all
TOP PLATE 16dCOMMO FOOT SEE NOTE:1 LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION
5).Refer to the Window and Door schedule for exterior openings. corners. TOP PLATES AT 4-16d COMMOI, JOINTS FACE ROOF-FOUNDATION DETAIL PAGE&GENERAL NOTE PAGE
6).The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5).TYPE I EXTERIOR SHEARWALL CONNECTIONS: INTERSECTIONS EA SIDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE
or exceeds manufacture's specifications and applicable codes. TypeP STUD TO 24" FACE EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE
I exterior shear walls with a minimum of 7/16 inch wood structural cruel on the exterior 2-16d COMMON
STUD O.C. NAIL S m-:
attached with 8 common nails n n Y t d a s at 6"D.C.o.c.at the panel edges and 12"o.c.in the field,and FIRE PROTECTION SMOKE ALARMS TO COMPLY WITH NFPA 72 AND NYS R314 NYS. A
7).The General Contractor is to consult with the owner for all built-in items 1/2 inch gypsum wallboard on the interior attached with 5d cooler nails at 7"o.c.at panel HEADER TO 16d COMMONMOKE&CO2 DETECTORS 16"O.C.- . FACE CARBON MONIXIDE ALARMS TO COMPLY WITH R315 NYS. r�
such as bookcases,shelving,pantry,closets,trims,etc. edges and 10"D.C.in the field shall be in accordance with the length requirements specified
HEADER ALONG EDGES NAIL vl Q
in table 3.15a-b. TOP OR BOTTOM 2-16d COMMON PER 2x4 STUD END TRUSS DESIGN N/A-STANDARD STICK FRAME CONSTRUCTION 0
8).Wind load requirements shall be taken into account during construction. PLATE TO STUD 3-16d COMMONPER 2x6 STUD NAIL ENERGY CALCULATIONS 2020 ENERGY CONSERVATION CONSTRUCTION CODE NYS 19 NYCRR PART 124 O fA
6).TYPE 11 EXTERIOR SHEARWALL CONNECTIONS: BOTTOM PLATE TO:
FOUNDATION NOTES: Type 11 exterior shearwalls shall meet the requirements of table 3.15a-b times the appropriate FLOOR JOIST,BAND JOIST, 2-16d COMMONPER FACE NAIL CLIMATIC & GEOGRAPHIC DESIGN CRITERIA
length adjustment factors in table 3.16. FOOT SEE NOTE:1,2 �..{ fW-+ Z
1).The General Contractor and Mason to review plans,elevations,details and notes to END JOIST OR BLOCKING GROUND WIND SEISMIC FROST WINTER ICESHIELD
determine intended heights of finished floor(s)above typical grade. FLOOD
7).INTERIOR SHEARWALL CONNECTIONS: FLOOR FRAMING: SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMEN7 HAZARDS
2).All footings to rest on undisturbed(virgin)soil.
Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when NAIL NAIL LOAD (MPH) CATEGORY DEPTH TEMP, REQUIRED
interior shearwalls are used.Sheathing and connections shall be in accordance with JOINT DESCRIPTION NOTES
QTY. SPACING MODERATE SLIGHT TO
2.4.4.2 and 2.2.4 respectively. 20 PSF 130 B SEVERE 3 FT. 17 NONE
3).Provide 1/2"expansion joint material between concrete slabs and abutting JOIST TO: PER TOE TO HEAVY MODERATE - Q C)
concrete or mason walls occurin in exterior or unheated interior areas. 8).CONNECTIONS AROUND EXTERIOR WALL OPENINGS: 4-8d COMMON x
masonry g SILL, JOIST NAIL ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: W �
4.An new concrete walls being attached to existing concrete structure shall Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING EACH TOE U
y g g with table 3.5.Window sill plates shall be have steel connectors in accordance with table 2-8d COMMONNAIL SPACING NAIL SPACING AT INTERMEDIATE Fy
P TO JOIST END NAIL
be installed with#5 re-bar,IS"long at 12"o.c..Use approved epoxy for installation. SHEATHING LOCATION NOTES �
3.5. AT PANEL EDGES SUPPORTS IN THE PANEL FIELD M
5).Unless otherwise noted,all slabs grade to be 3000P.O..Concrete to be TO JOIST BLOCKING 2-8d COMMONEACH TOE END NAIL 4'PERIMETER EDGE ZONE 8d COMMON @ 6"O.C. 8d COMMON @ 6"O.C. SEE NOTES:1,3 ~
poured on 4 inch thick sand or gravell fill with 6x6 wire meshesh reinforcing.Interior slabs 9)•CATHEDRAL CEILING ASSEMBLY:
to be minimum 3-1/2 inch thick.All fill to be compacted to 95%relative density with Where a ridge is to be used as a structural beam,the rafters shall either be notched and BLOCKING TO: 3-16d COMMON EACH TOE INTERIOR ZONE 8d COMMON @ 6"O.C. 8d COMMON @ 12"O.C. SEE NOTES:1 (BOTH FIELDS)
6"maximum lifts(layers). anchored on top of the beam or slope connectors shall be attached to each rafter-to-ridge SILL OR TOP PLATE BLOCK NAIL NOTE:2 FOR PANEL FIELD
along the open ceiling part of the building.Connections to the ridge and wall shall be be LEDGER STRIP EACH FACE GABLE ENDWALL RAKE AND RAKE TRUSS 18d COMMON @ 4"O.q 8d COMMON @ 4"O.C. SEE NOTES:1,3
6).Crawl spaces to be provided with a minimum 18"x24"access opening.Install one attached with the above requirements. 3-16d COMMON
8x16 cast iron foundation vent for every 150 sq.ft.of area. q TO BEAM JOIST NAIL
DECK AND COVERED PORCH NOTES: JOIST ON LEDGER 3-8d COMMON PER TOE NOTES
7).Dampproof exterior of foundation with bituminous coating as required by current TO BEAM JOIST NAIL
N.Y.S.Residential Construction Code.A 6-milpolyethylene film shall be applied over 1).Unless otherwise noted,all framing material to be#1 ACQ pressure treated lumber. THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY.
PP g P BANDJOIST PER END �
the below grade portion of exterior walls prior to backfilling. All fasteners,hangers and anchors to be galvinized or stainless steel. TO JOIST 3-16d COMMON
JOIST NAIL 1).For roof sheathing within 4 feet of the perimeter edge of the roof,including 4 feet on each side of the roof peak, N v
8).Drainage as required by current N.Y.S.Residential Construction Code. 2).Girders for deck joists to be bolted to each post with washers and nuts. BAND JOIST TO: 2_16d COMMO PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used. tM cjs O
Girders on concrete piers shall be anchored with proper steel connectors anchored SILL OR TOP PLATE FOOT SEE NOTE:1 011 v
FRAMING NOTES 1; F EAT I 2).Tabulated 12 inch D.C.nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49. O m
into concrete with a minimum 1/2"dia x 7"Ion anchor bolt with washers and nuts.
For framing members with<0.42<G<0.49,the nail spacing shall be reduced to 6 inches o.c. CQ M O
1).All framing techniques and methods as prescriptive design of current SBC High Wind NAIL NAIL r� o+
3).Posts supporting girders shall be anchored to a 12"xl2"x12"thick concrete footing. JOINT DESCRIPTION ¢,
Edition Wood Framing Construction Manual. QTY. SPACING 3.Tabulated 4 inch D.C.nail spacing assumes sheathing to rafter/truss framing members with G>0.49.For `� X O
Use a minimum 1/2"dia x 8"long anchor bolt with washers and nuts.Footings Shall be 3 k. ) P 8 g g � @)below grade.Porches with covered roofs shall have 12"dia.concrete piers for the girders. STRUCTURAL PANEL 8d AS PERTABLE 3.8 framing members with 0.42<G<0.49,the nail spacing shall be reduced to 3 inches D.C.
2).Unless otherwise noted,all framing and structural wood material to be#2+BTR. c�
WFCM-SBC WALL SHEATHING REQUIREMENTS FOR WIND LOADS: z Ln
Douglas Fir. 4).Deck joists to have blocking at 8'0 D.C.. O v Do + \
CEILING SHEATHING: NAIL SPACING NAIL SPACING AT INTERMEDIATE ::1 \
SHEATHING LOCATION
3).Floors,walls,ceilings and rafters to be spaced at 16 inches D.C.unless noted AT PANEL EDGES SUPPORTS IN THE PANEL FIELD NOTES O �' N
5).A minimum of 10 inch flashing shall be installed between the building and ledger. NAIL NAIL +.
otherwise. JOINT DESCRIPTION SEE NOTES:1,3(BOTH FIELDS) , n
Ledger to be fastened to building with 1/2"dia.bolts with washers and nuts QTY. SPACING � �
4'EDGE ZONE 8d COMMON @ 6"O.C. d COMMON @ 12"O.C. NOTE:2 FOR PANEL FIELD
where needed. O .-.
4).Unless otherwise noted,all bearingwall headers to be 2 2x10#2+BTR.Doug.Fir. GYPSUM 7" O.C.EDGE � U +?
O g• Sd COOLERS ,.,
Bearing wall headers to have(2)jack studs and(2)full length studs on each side of all WALLBOARD 10"O.0.FIELD INTERIOR ZONE 8d COMMON @ 6"O.C. 8d COMMON @ 12"O.C. SEE NOTE:3 C1�
openings.LVL headers to have 3 jack studs and 2 full length studs on each side of 6).Concrete piers shall be a minimum 6"above grade.
openings.Bearin wall window sills also have 2 window sill plates for 2x4 wall WALL SHEATHING: DD v
g ( ) P 7).All joists to be supported with hangers and anchors.Each Joist shall also be anchored NOTES N Gil
openings between 4'1 and 6'0 and 2x6 wall openings between 5'll and 8'9.Provide fire irder NAIL NAIL O
to () C)
s. JOINT DESCRIPTION
and blocking where applicable. g QTY. SPACING THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. ,4
5.All flush beams headers to be installed with heavy du galvinized hangers and 8).Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL gd COMMONAS PER TABLE 3.9 1).For wall sheathing within 4 feet of the corners,the 4 foot edge zone attachment requirements shall
duty g PLUMBING NOTES PANELS 3 O.C. G be used.
anchors where applicable to all connecting joists.
7/16"OSB 6d COMMON3"O.C.EDGE �
6).Double up floor joists under walls that run parallel to the floor joist and under bathtu . 1).All water supply,drainage and venting to be installed as per N.Y.S.Residential PLYWOOD 6"O.C.FIELD 2).Tabulated 12 inch o.c.nail spacing assumes sheathing attached to stud framing members with E=4 W
Floors to have ceramic tile installed shall be verified for proper load capacity unless noted Construction Code. GYPSUM 7" O.C.EDGE G>0.49.For framing members with 0.42<G<,the nail spacings shall be reduced to 6 inches o.c. E"I
on plans. WALLBOARD 5d COOLERS 10"O.C.FIELD Q
7).Provide 2-1-3/4"thick microlams(height to match floor joists)around stairwell and/ r 2).Verify septic system with the Engineer for Suffolk County Health Department approval. FLOOR SHEATHING: 3).For exterior panel siding,galvinized box nails shall be permitted to be substituted for common nails. V
other access openings unless otherwise noted(typical). O
3).If wall studs,plates or joists are cut out during installation for any plumbing related work NAIL NAIL
JOINT DESCRIPTION 1A
8).Dormers running up roof rafters are to be supported by double rafters on either side provide adequate bracing and plates to protect and secure the structure.Verify with the QTY. SPACING 1).PROVIDE 5/8'TYPE-X SHEETROCK FIRE STOPPING AT 10-0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. (n
where applicable unless otherwise noted. state code and manufacture's recommendation for maximum hole size and spacing permitted. 2).USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ.
PP STRUCTURAL PANELS 6"O.C.EDGE EGRESS OPENINGS MIN.5.0 SQ GRADE FLOOR 3).INSTALL 1-Co2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR.
HVAC SYSTEM NOTES 1"OR LESS Sd COMMO 12"O.C.FIELD IN. 4" FT.2ND.FLOOR) �
9).Provide blocking bridging in floor joists at 8'0 o.c..Use solid blocking in floor joists MIN.44"SILL-AFF
under all bearing walls. NYS Residential Code R302.11-FIREBLOCKING REQUIRED (V
1).Mechanical subcontractor is responsible for adhearing to all applicable codes and safety NOTES: Fireblockin shall be provided to cut off all concealed draft openings (.�g provi (both vertical and horizontal)
10).Provide insulation baffles at eave vents between rafters.Install draft blocking requirements. NOTE: and to form an effective fire barrier between stories,and between a top story and the roof space. �y
g as THESE NOTES ARE ONLY TO BE REFERRED TO IF CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY Fireblocking shall be provided in wood-frame construction In the following locations.
needed. 2).HVAC subcontractor is to full coordinate all stem data and requirements with the MENTIONED IN SCHEDULE NOTES ONLY. EXISTING CONDITIONS.MINIMUM 3000#CAPACITY.
Y system q 1).In concealed spaces of stud walls and partitions,inducting furred spaces,at the telling and floor
11).Unless otherwise noted,all roofs and walls to have a minimum 1/2"thick,4-ply Fir equipment Supplier. levels.Concealed horizontal furred spaces shall also be fireblocked at Intervals not exceeding 10
p y 1).Nailing requirements are based on wall sheathing feet.Batts or blankets of mineral or glass fiber shall be allowed as fireblocking in walls constructed
CDX exterior sheathing grade plywood.Plywood to cover over plates and headers. SOIL COMPACTION: using parallel rows of studs or staggered studs.
3)-HVAC subcontractor to provide final system layout drawing and submit it to the General nailed 6"on-center at the panel edge.If wall sheathing V
Contractor and owner for final review and approval. is nailed 3"on-center at the panel edge to obtain higher 1).NEW FILL TO BE CLEAN OF ORGANIC MATERIAL CONTRACTOR 2).At all Interconnections between concealed vertical and horizontal spaces such as occur at soffits,
12).Unless otherwise noted use 3/4"thick T&G PTS Fir or Advantech plywood subfloor TO VERIFY EXISTING SOIL CONDITIONS PRIOR TO FILL drop ceilings and cove ceilings.
adhered with PL400 adhesive and screwed to floor joists.Finished floor to be installed ELECTRICAL NOTES: shear capacities,nailing requirements for structural REMOVE AND ADD ADDITIONAL FILL AS NEEDED.
over subfloor as per manufacture's instructions. members shall be doubled,or alternate connectors, 3).In concealed spaces between stair stringers at the top and bottom of the run.Enclosed spaces 94
such as shear plates,shall be used to mzintain load path. 2).COMPACTION OF NEW FILL SHALL BE AT LEAST 95%PROCTOR under stairs shall comply with current N.Y.S.Residential Code. ��1I
1).All electrical t0 be installed as per N.Y.S.Residential Construction Code. DENSITY(PER ASTM D 698 AND ASTM D 1557). COMPACT THE �4
13).All bathroom walls to have 1/2"thick moisture-resistant sheetrock.Garage walls and SOIL AT 12'LIFTS(TYPICAL).CONTRACTOR TO HAVE FILL 4).At openings around vents,pipes and ducts at ceiling and floor level,to resist the free passage of
ceilings and over furnace to have 5/8"thick type-x sheetrock.All other parts of building 2).All electrical work shall be approved by a qualified Underwriter.
2).When wall sheathing is continuous over connected TESTED BY A PROFFESSIONAL AGENCY FOR COMPACTION. flame and products of combustion.
to have regular 1/2"sheetrock.All walls to be taped and finished. members,the tabulated number of nails shall be permitted 3).DO NOT BACKFILL UNTILL FIRST FLOOR DECK CONSTRUCTION, 5).For the fireblocking of chimneys and fireplaces,as required by current N.Y.S.Residential Code.
3).All electrical work to comply with 2014 NEC. to be reduced tol-16d nail per foot. INCLUDING suBFLooR.1s coMPLETE. a x�
14).All roof with a pitch less than 4:12 shall be installed with an Ice&Water barrier or
approved equal.Flat roofs shall be applied with a Fiberglas base sheet with an EPDM 4).Install Smoke detectors and Carbon Monoxide detectors throughout as per section R314
torch down type material over. and R315 of IRC.
16).All sill plates and wood in contact with concrete to be pressure treated.Sill plates to EXTERIOR FIBERGLASS COLUMNS TO BE HB6G
be installed with a foam sill gasket and cop-r-tex termite shield or approved equal. OR APPROVED EQUAL INSTALL WITH CAPer`.'
COVER TOPUSE WITH FLASHING CAPS TO
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11/8/2024
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SHEET NUMBER:
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