HomeMy WebLinkAbout50404-Z TOWN OF SOUTHOLD
v BUILDING DEPARTMENT
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TOWN CLERK'S OFFICE
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SOUTHOLD, NY
BUILDING PERMIT
(THIS PERMIT MUST BE KEPT ON THE PREMISES
WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS
UNTIL FULL COMPLETION OF THE WORK AUTHORIZED)
Permit #: 50404 Date: 3/7/2024
Permission is hereby granted to:
Golisz, Catherine ........... ........................................._.M.M_ . wwwwwwww_.ww ..wwwµ
1300 Stars Rd
_................._... _ ...................._._._........................ .__mmmmm___w w ................................................
EastwMarion NY 11939
To: Construct pool house with covered patio at existing single family dwelling as applied
for, with SCHD approval.
At premises located at:
1300 Stars Rd, East Marion
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..........._... www_.. _w_wwwww_w_
SCTM # 473889
Sec/Block/Lot# 31.-4-1
Pursuant to application dated1/25/2024 and approved by the Building Inspector,
To expire on 3/7/2025. ...
Fees:
ACCESSORY $456.50
CO-ACCESSORY BUILDING $100.00
Total: $556.50
Building Inspector
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POLYLOK D—BOX DETAIL EAST MARION, NY
N.T.S.
SCTM# 1000-31-4-1
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PLW
ER a CD cr NOVEMBER 11, 2023
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APPROVED AS NOTED CCUPANCY OR COMPLy Wlni ALL CODES OF
DATE: 3• •�- I I.Q# D D F NEW
YORK STATE&TOWN CODES
FE Jam' �v•OBY: JSE IS UNLAWFUL A
REQUIR AND CONDITIONS OF
NOTIFY BUILDING DEPARTMENT AT iTHOUT CERTIFICATE Son, LDTOtr+wal
631-765-1802 8AM TO 4PM FOR THE SW
J I• OCCUPANCY
C(�I I PAN�'+�/ �` '�-' BOARDFOLLOWING INSPECTIONS: VU V 1 1. FOUNDATION-TWO REQUIRED
FOR POURED CONCRETE fq.Y.S.dI:(i
2. ROUGH-FRAMING&PLUMBING - 54U�i+�lDli,v
3. INSULATION _ 2 j ��� s0
4. FINAL-CONSTRUCTION MUST
BE COMPLETE FOR C.O.
ALL CONSTRUCTION SHALL
REQUIREMENTS OF CODE
YORK STATE NOT RESPONSI
DESIGN OR CONSTRUCTON O
a H
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RIGHT ELEVATION FRONT ELEVATION
SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0"
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7/8/2023
LEFT ELEVATION REAR ELEVATION SCALE: SEE PLAN
SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0" .
SHEET N O:
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FLOOR PLAN A DRAWN BY: ]F
SCALE: 1/4" = V-0"
FOUNDATION PLAN 7/8/2023
SCALE: 1/4" = V-0"
SCALE: SEE PLAN
SHEET NO:
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@ 16"OC 2X12 SCALE: 1/4" = V-0" X —�
VALLEY PLATE 3/8"THRU BOLTS Q 00 ro
(TYPICAL)
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0
2X6 STUD
1OX10 COLUMN WALL TYP
INSTALL BIFOLD DOOR
L== 00
PER MFGR INSTRUCTIONS
6X6 ACQ , 2X6ACQ PLATE DRAWN BY: JF
POST
TERVITE SHIELD
SILL SEAL
7/8/2023
4" CONC. REINFORCED w 10 10 6X6 WMM FINISHED FLOOR OVER 3/4" SUBFLOOR �
• ° ° • • b' — - -
2X10 FJ @16"OC SCALE: SEE PLAN
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4 .e. 4" SHELF � 2X4ACQ � �,,."`
6 . 10 PC WALL - = SHEET N
0 a��9 16X16 CONC. DAMPPROOFc �;" ,•, "' O
M o•�',44 PIER (TYP) �a• 2" CONC. SLAB Aa. m , A ,
20"X8" FTG—
(3) #4 REBAR
CROSS SECTION A
2 3 SCALE: 3/8" = V-0" A- 3
A `�./! •
STORM WATER MANAGEMENT DETAILS
3 100%RUNOFF AT DRYWELL DRYWELL
LOCATION: SF AREA: 2"RAIN PER HOUR PROVIDE: CAPACITY:
1 1/4 NEW ROOF AREA: 729.2 SF 121.8CF (1)8'dia.,4'deep 169 CU.FT.
1 1/2 1 1/q
SINK ca
W.C. F�
13" OGEE GUTTER-STANDARD 5" O
F.A.I. ♦ "
NOTES: O
1).EXECUTION: Li n/ 11000--111
1 1/2 A).DO NOT BEGIN INSTALLATION UNTIL SUBSTRATES HAVE BEEN PROPERLY PREPARED. �•'^ O
3 11/4 C.O. V J
C.O. 2).PREPARATION:
I /L3
A).CLEAN SURFACE THOROUGHLY PRIOR TO INSTALLATION.
3 8). PREPARE SURFACES USING METHODS RECOMMENDED BY THE MANUFACTURE FOR
ACHIEVING THE BEST RESULTS FOR THE SUBSTRATE UNDER THE PROJECT CONDITIONS.
C). PAINT CONCEALED METAL SURFACES AND SURFACES IN CONTACT WITH DISSIMILAR
METALS WITH PROTECTIVE BACKING PAINT. r
tl — 3.INSTALLATION: V J
A).PERFORM WORK IN ACCORDANCE WITH CDA HANDBOOK AND THE DRAWINGS. O r
TO APROVED 1).GUTTER TO BE PITCHED TOWARDS LEADER 1"TO 2"FOR EVERY 40'OF RUN. O V J
SLOPE" 1/4" PER FOOT PITCH TO DRAIN 4"C.I. SEPTIC SYSTEM 2).SHEETMER/LEAD:FLASHA JOIN DSOLDEWITH GUTTERSIGHT JOINTS. M
a).COPPER/LEAD:FLASH AND SOLDER GUTTERS TO DOWNSPOUTS AND `•J
TRAP HOUSE ACCESSORIES.
8).ALUMINUM:RIVET AND CAULK WITH A BUM SEALANT SLIP JOINT
CONNECTORS.
3).CONNECT DOWNSPOUTS TO STORM SEWER SYSTEM AS INDICATED.SEAL
CONNECTION WATERTIGHT.
PLUMBING SCHEMATIC
DRY WELLS TO BE 10'MIN. 4).PROTECTION:
AWAY FROM HOUSE A).PROTECT INSTALLED PRODUCTS UNTIL COMPLETION OF PROJECT.
SCALE: NOT TO SCALE B).TOUCH-UP,REPAIR OR REPLACE DAMAGED PRODUCTS BEFORE SUBSTANTIAL
COMPLETION.
♦ cY v
O c C o
2" 2"
0 0 0 0 12" 0 0 0 0 2" • • . . •
2"
•
FASTENERTYPE: SPACING:
No.8 WOOD-SCREW w
BASED ANCHOR WITH 16"OC
tin.EMBEDMENT LENGTH
No.10 WOOD-SCREWS O cc cc z
BASED ANCHOR WITH 16"OC
2in.EMBEDMENT LENGTH 7
1/41n.dia.LAGSCREW r L
BASED ANCHOR WITH 16"OC W (U Q N
2in.EMBEDMENT LENGTH • • •• • •
J
0 3/4"APA PLYWOOD < �y0M TO Zo
SHEATHING Z W =
1/2"AFA RATED SHEATHING 0
GRADE PLYWOOD r
(ALTEFNATIME:7/16"O.S.B.) • • •• • • �A 0 (y'
• s v/
O 0 1/2"APA RATED SHEATHING !/1
GRADE PLYWOOD • 0 W V/
(ALTERNATIVIVE:7/16"O.S.B.) LL
0 L�
FASTENER TYPE: SPACING:
2X4 DF#2 Q)
No.8 WOOD-SCREW O O STUDS
BASED ANCHOR WITH 10"Oc • • VJ
WINDOW SILL 2in.EMBEDMENT LENGTH L 9
TYPICAL WINDOW OPENING No.10 WOOD-SCREWS • • •• Ld �j
•
BASED ANCHOR WITH 12"oc
PANEL SPAN EQUAL OR SMALLER 21n EMBEDMENT NLENGTH
THAN 4 FEET 1/4in.dia.LAGSO
BASED ANCHOR WITH 16"OC
21n.EMBEDMENT LENGTH
TYPICAL DOOR OPENING
• • DRAWN BY: JF
PANEL SPAN GREATER THAN 4 FEET MULTIPLE PLYWOOD ASSEMBLIES FASTENER TYPE: SPACING:
2-2X4 DF#2 STUDS CONNECTED
AND EQUAL OR SMALLER TOGETHER WITH STAINLESS STEEL No.8 WOOD-SCREW
OR GA BOLTS W/WASHERS BASED ANCHOR WITH 8"OC
THAN 6 FEET AND NUTS @ 2' /8/2O2J'?
-0"O.C. 2in.EMBEDMENT LENGTH
TYPICAL MULTIPLE OPENINGS BASED.10 ANCHOR
H
BASED ANCHOR WITH 9"OC
PANEL SPAN GREATER THAN 6 FEET 21n.EMBEDMENT LENGTH SCALE: SEE PLAN
AND E UAL OR SMALLER 1/41n.dia.LAGSCREW
Q BASED ANCHOR WITH 16"OC
THAN 8 FEET 21n.EMBEDMENT LENGTH
WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL SHEET NO:
AS PER SEC. R301.2.1.2 NYS CODE: PROTECTION OF OPENING
WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16"
AND MAXIMUM PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE-AND TWO-STORY BUILDINGS. PANELS SHALL BE PRECUT TO
COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED. (REFER TO SECTION 1609.1.4, 1609.6.5 AND TABLE 1609.1.4 OF N.Y.S. RESIDENTIAL
CONSTRUCTION CODE).THIS IS NOT A SUBSTITUTION FOR DESIGN-PRESSURE.ALL OPENINGS MUST HAVE DESIGN•PRESSURE UPGRADES WHERE APPLICABLE.
ALL PANELS MUST BE CUT TO SIZE AND READY TO USE ON ANY NEW WINDOWS AND DOORS. SHUTTERS MUST BE NARKED FOR WHAT OPENING IT IS TO COVER.
HARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION. A- 4
* A�l•I.r •
art
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 CAPACIT
KING STUDS
\
ENDWALL RAFTER WALL STUD
CRIPPLE STUD
-0 z I
RIDGE
C BOTTOM PLATE {,
HEADER LEDGER BATHTUB
SIDEWALL DOUBLE JOIST v,
RAFTER O
FLOOR USP NUMBER DESCRIPTION APPLICATION JACK STUDS
O z O
HOLD DOWN CONNECT 1 SIDE OF ALL CORNERS „
1ST. ADS5 ANCHOR TO FOUNDATION W/ ANCHOR BOLTS BATH SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT �.�i�•1�°yi
CONNECT TO 1 SIDE OF ALL CORNERS ON LOCATION USP NUMBER[- DESCRIPTION APPLICATION LOCATION USP NUMBER DESCRIPTION APPLICATION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION HOLD DOWN BOTH 80T. PLATE OF 2ND FLOOR AND TOP SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR
2ND. ADS5 ALL OPENINGS LSTA12 1-1/4"x12" 20go. STRAP APPLY TO EACH JACK STUD ROOF LSTA24 1-1/4"x24" 20ga. STRAP APPLY OVER RIDGE TO E\CH RAFTE 2x6-2x8 LS26 18go. SLOPE HANGER PPLY TO EACH RAFTER / LEDGER JOIST DIRECTION WITH 2 JOISTS. UNDER WALL.
ANCHOR PLATES OF 1ST. FLOOR. CONNECT THROUGH ( )
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
2X10 LS210 118go. SLOPE HANGER PPLY TO EACH RAFTER / LEDGER BLOCKING 024"OC
WALL STUD O
THROUGH-ROOF EXHAUST O O
VENTS SELECTED AND O
LOCATED BY CONTRACTOR M
METAL STRAP L.J
CRICKET AT TOP-SIDE OF rr1
RIM BOARD
CHIMNEY VENTILATION CHANNEL
RAFTER AS REQUIRED
SILL PLATE(S) WALL SHEATHING RAFTERS tVMEN
IN
' •" SIDEWALL FLASHING TION
' WOOD JOIST
FOUNDATION TOP PLATE BLOCKING
' FINISH WALL AND MOISTURE 2x4 LEDGER BLOCKING
STAPPING TO BE ATTACHED TO WALL STUDS 048"OC BARRIER TO LAP FLASHING 2x4 SOFFIT JOIST
AT WALL -- MAINTAIN GAP FASCIA
AND ALL WINDOW/DOOR OPENING JACK STUDS BETWEEN WALL FINISH AND ATTIC SHALL BE PROVIDED WITH A
FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION ROOFING TO AVOID SOAKING MINIMUM NET FREE VENTILATING AREA
WALL STUD NOT LESS THAN 1/150 OF THE AREA OF GUTTER
INSTALL 4'O" O.C. �.'� THE SPACE VENTILATED. ALL OPENINGS WOOD GIRDER
8" LSTA24 1-1/4"x24" 20go. STRAP AND JACK STUDS SHALL BE COVERED WITH CORROSION- ONTIN. SCREENED VENT
RESISTANT METAL MESH WITH MESH
ON ALL OPENINGS PROVIDE HEMMED EDGE AT OPENINGS OF 1/4 INCH IN DIMENSION. NT1N. SOFFIT/ EXT. PLYWOOD
INSTALL 4'0" O.C. FLASHING TO FORM CHANNEL LOCATION USP NUMBER DESCRIPTION APPLICATION
8" - 14" LSTA30 1-1/4"x30" 18ga. STRAP AND JACK STUDS AND SO AS TO MAINTAIN AIR SOFFITED EAVE
GAP TO PREVENT CAPILLARY COfINECT TO
ON ALL OPENINGS / ACTION 4" - 6" RAFTER RT10 0-3/4" x 18ga. TYDOWN ANCHOR EACH RAFTER
PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND
INSTALL 4'0" O.C. COfINECT TO ROOF VENTILATION / OVER BEARING WALLS AND HEADERS
14" - i6" LSTA36 1-1/4"x36" 18go. STRAP AlD JACK STUDS 8" - 12" RAFTER RT20 1-1/8" x 20go. TYDOWN ANCHOR EACH RAFTER SOFFITED EAVE DETAIL
ION ALL OPENINGS KEEP ROOFING NAILS OUT
2ND. FLO
OF FLASHING
R WALL
ROOFING LAPS BASE
FLASHING 4 INCHES
RAFTER RIDGE CAP OF SAME
BASE FLASHING WRAPS CORNERS,/ MATERIAL AS ROOFINGLi / EXTENDS UNDER SHINGLES AT I NAILED TO SHEATHING
SIDES 4 INCHES AND LAPS
SHINGLES AT BASE MIN. 4 INCHES THROUGH VENT
WOOD JOIST
TOP PLATE
F`FT `
SIDE WALL FLASHING GIRDER/HEADER
1ST. FLOOR WALL STAPPING TO BE ATTACHED TO WALL STUDS 048"OC WOOD JOIST
AND ALL WINDOW/DOOR OPENING JACK STUDS METAL FLASHING AT ALL EAVES, SIDEWALLS, WALL STUD
FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION AND RAKES -- PROVIDE HEMMED EDGES SO
AS TO FORM DRAINAGE CHANNELS AND RAFTERS
INSTALL 4'0" O.C. PREVENT CAPILLARY ACTION
4" - 8" LSTA36 1-1/4"x36" 18ga. STRAP AND JACK STUDS LOCATION USP NUMBER DESCRIPTION APPLICATION PRE-MANUFACTURED
ON ALL OPENINGS KEEP SHEATHING MIN. 1-1/2" ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH
RAFTER PLATE RT15 TYDOWN ANCHOR CONNECT EACH RIDGE VENT FOLDS FROM PEAK TO ALLOW FREE
INSTALL 4'0" O.C. / RAFTER TO PLATE OVER RIDGE TO AIR PASSAGE THE PROPER STEEL CONNECTOR.
8" - 16" MSTA48 1-1/4"x48" 16go. STRAP AND JACK STUDS CONFORM TO SLOPE IF ABLE, SET FIR JOISTS APROX. 1/2" HIGHER THAN LVL HEADERS
ON ALL OPENINGS PLATE/WALL SPTH4 STUD PLATE ANCHOR CONNECT OVER OF ROOF TO ALLOW FOR SHRINKAGE. & REDUCE BUMP OUTS Z Lo
PLATES TO EACH STUD JCT_ ^ ^1
(3 w co
DBL. SILL PLATE _j
TERMITE SHIELD j ISUBFLOOR Q O O co
SILL GASKET WOOD JOISTS MM co
Z
W 2
TYP. CONC. FOUNDATION CONC. SLAB NEOPRENE
DAMPPROOF EXTERIOR � � 6 MIL. POLY GASKET i 2x6 /2x8 CONTINUOUS WOOD PLATE O M
6MIL POLY ON EXTERIOR V GRANULAR FILL . Vs BOLTED TO STEEL BEAM NTH &5
O D
• y STEEL COLUMN ?p 1/2 " DIA. BOLTS ®48" o.c. STAG. �1 //�
%
• 1 j v � w ROOF JACK 1 STEEL BEAM W VJ
CONC. SLAB •p a•s � \��
e ( ).p FCHOR BOLT EMBEDMENT: ••`,
,p COMPACT FILL URED CONCRETE 7"
\• • •, 4" x 1/4" x 8" STEEL O
e OCK WALL: 15"
y ' • • p , ROOFING LAPS TOP AND BOTTOM PLATE
KEYWAY FOOTING o p d FLASHING AT
•p .6 C e SIDES AND TOP WITH 1 2" x 6" ANCHOR BOLT
c•a 3 �•p •• CONC. FTG. USE WITH 3x3 SQUARE WASHERS /
1'. ;4 ANCHOR BOLT CONNECTION ••• 1/2" GROUT ■V`�/�■
(USP LBPS58 OR BP583)
p REINFORCING BAR
DRAIN TILE FOUNDATION 5/8" DIA. ANC-IOR BOLT I I 3" STEEL COLUMN
ANCHOR BOLT CONNECTION•
SUPPORTING MAXIMUM SPACING FLASHING LAPS I � ( 10 KIPS )
SILL PLATE TO FOUNDATION ROOFING AT BOTTOM '
CRAWL SPACE OR FOUNDATION) 1 STORY 72" Or O
TYPICAL CONC.NEEDED
FOUNDATION. APPLY PILASTERS SILL PLATE TO FOUNDATION TYPICAL BEAM DETAIL
/
WHERE NEEDED FOR STRUCTURAL BRACING. MIN. 3" STEEL COLUMN ANCHORED TO 24"x24"x12" CONC. FTG. CRAWL SPACE OR FOUNDATION 2 STORIES 36" 0"' STEEL BOTTOM BEARING
ALL BOTTOM PLATE TO FOUNDATION 1-2 STORIES 57" 0'
SLAB-ON-GRADE ROOF JACKS & VENTS DETAIL
I CONC. SLAB SUBFLOOR DRAWN BY: JF
6X6 10/10 WWM I -DOORFRAME
COMPACT FILL , GARAGE I 0-JOIST
DOOR
USE 2X8 STEEL BEAM 7/8/2023
, FOR BLOCKOUT
4" SLAB
' P.T. PLATE W/ 6X6 WMM I SLOPE
• 4"DRIVEWAY NOTCH JOIST AND ADJUST HEIGHT
• 1/2" AIR SE < 1 • (WITH A NAILING PLATE IF NEEDED)
AT END AND �. 7 1 y • '
GRADE • Q ,""Q'"r-"u""O"-• �.t1'p ES OF WOOD • • '• • • TO BE APROX. 1/2" OR HIGHER THAN
BEAMS .p D e• O • • STEEL BEAM TO ALLOW FOR SHRINKAGE SCALE: SEE PLAN
•p ,t7'p �' • d • C ' d ,. D s p • ' • • (PROVIDE STRAPPING TO KEEP JOISTS ALIGNED)
12" 2 6X6 W.W.M. — —;— — +•— — — e • _,�i 4
MIN. e D e D a 4 d ' •O e e O'p _ —SUB FLOOR
.•s A s '• �., Q•" n., •• ��NOTCH BEAM FOR MUDSILL IF REQUIRED -- AAXIMUM p p •
.1 4 REINFORCING BAR i NOTCH EQUALS 1/4 DEPTH OF BEAM D ► • °• -
.D ► REINFORCING BAR • : C••.° •.e ,• II=11 ;TEE SHEET N O•
DRAIN TILE I� ►I d (����1
12" 's i SHEET METAL / 30# FELT UNDER BEAM AT PAINT �)• �• •�• STEEL BEAM
•• OF CONTACT WITH CONCRETE OR CONC. BLO;K _
''• 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
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 RESIDENTIAL DWELLING
JOINT DESCRIPTION NOTES BUILDING USE
When a collar tie is used in leu of a ridge strap,the number of 10d common nails required QTY. SPACING SCONSTRUCTION NOTES: in each end of the collar tie need not exceed the tabulated number of 8d nails in the strap. RAFTER TO 8'WALL:3-8d COMMON EACH TOE-NAIL BUILDING HEIGHT (SEE PLANS)
TOP PLATE 10'WALL:4-8d COMMO RAFTER TOTAL 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:3-8d COMMON EACH DESIGN CRITERIA(UNIFORM CODE) 2020 IRC,2020 NYS UNIFORM FIRE PREVENTION AND BUILDING 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
TO TOP PLATE 10'WALL:4-Sd COMMO JOIST
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 FRAMING ELEMENTS AS PER FLOOR PLANS,GROSS SECTION,DETAILS,AND GENERAL NOTES
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 TABLE 3.7 EACH FACE DESIGN LIVE LOAD(PSF R301.5
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 ME) (O R301ALLS ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS R301.7
UNINHABITABLE ATTICS(S O STORAGE) 10 EXTERIOR(LIGHT FRAME)WOOD WALLS 15 RAFTERS GREATER THAN 3:12 PITCH L/180
sound and a weatherproof completed product. shall be connected with uplift connections in accordance with table 3.3c. CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE UNINHABITABLE ATTICS(STORAGE) 20 EXTERIOR(LIGHT FRAME)STEEL WALLS to (NO FINISHED CEILING)2).The General Contractor is responsible for ensuring that all work and construction 3).WALL-TO-WALL ASSEMBLY: O
OVER PARTITION WFCM-SBC LAP NAIL HABITABLE ATTICS AND 30 F/_1_
INTERIOR(LIGHT FRAME)WOOD WALLS 10 INTERIOR WALLS AND PARTITIONS H/180 IHj
meets current federal,state,county and Iota)codes,ordinances and regulations,etc. Wall studs above and studs below a floor level shall be attached with uplift connections in COLLAR TIE AS PER TABLE 3.4 EACH FACE ATTIcs WITH FIXED STAIRS INTERIOR(LIGHT FRAME)STEEL WALLS 5 FLOORS 1/360 �/
TO RAFTER WFCM-SBC END NAIL EXTERIOR BALCONIES AND DECKS 40 MASONRY WALLS CEILINGS PLASTER,STUCCO O w O
These codes are to be considered as part of the specifications for this building and accordance with table 3.36.When wall studs above do not fall in line with studs below,the (8"THICK) 80 ( ) U36o
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 FIRE ESCAPES 40 CEILINGSGYPSUM CONCRETE WALLS(6^THICK) 85 (GYPSUM) L/240
2-8d COMMON GUARDS AND HANDRAILS 200 ALL OTHER STRUCTURAL MEMBERS L/240 F�I +, F�
accordance with table 3.3. TO RAFTER END NAIL SIP WALLS t0 1■"1�• I'"�s/y h/'��/y
3).Dimensions shall take precedent over scaled drawings. RIM BOARD EACH END GUARD IN-FILL COMPONENTS 50 VEHICLE GARAGES(R301.5)PER 20 SQ.IN.200016s EXTERIOR WALLS(PLASTER STUCCO) W360
(DO NOT SCALE DRAWINGS). 4).WALL ASSEMBLY TO FOUNDATION: TO RAFTER 2-16d COMMON END NAIL PASSANGER VEHICLES 50 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) HA20
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 O
precautions andprograms in connection with the work.There are no warranties for a bottom late,3 inch square washes shall be used with the anchor bolts.Anchor bolt QTY. SPACING
P P q EXPOSURE CATAGORY (DESIGNED FOR EXPOSURE C) 0
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 PER FACE NAIL
P P P P P g P2-16d COMMO
anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all TOP PLATE FOOT SEE NOTE:1 LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION O O
5).Refer to the Window and Door schedule for exterior openings. corners. TOP PLATES AT 4-16d COMMO JOINTS FACE ROOF-FOUNDATION DETAIL PAGE&GENERAL NOTE PAGE M
J L'J
INTERSECTIONS EA.SIDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE rT,
6).The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5).TYPE I EXTERIOR SHEARWALL CONNECTIONS: STUD TO 24" FACE 1�I ^
or exceeds manufacture's specifications and applicable codes. Type I exterior shear walls with a minimum of 7/16 inch wood structural panel on the exterior 2-16d COMMO EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE
attached with 8d common nails at 6"o.c.at the panel edges and 12"o.c.in the field,and STUD O.C. NAIL Sym•: SMOKE ALARMS TO COMPLY WITH NFPA 72 AND NYS R314 NYS.
P g HEADER TO 16"O.C. FACE FIRE PROTECTION
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 Sd cooler nails at 7"o.c.at panel 16d COMMON SMOKE&CO2 DETECTORS CARBON MONIXIDE ALARMS TO COMPLY WITH R315 NYS.
such as bookcases,shelving,pantry,closets,trims,etc. edges and 10"o.c.in the field shall be in accordance with the length requirements specified HEADER ALONG EDGES NAIL
in table 3.15a-b. TOP OR BOTTOM 2-16d COMMON PER 2x4 STUD END TRUSS DESIGN N/A-STANDARD STICK FRAME CONSTRUCTION
8).Wind load requirements shall be taken into account during construction. PLATE TO STUD 3-16d COMMON PER 2x6 STUD NAIL ENERGY CALCULATIONS 2020 ENERGY CONSERVATION CONSTRUCTION CODE NYS 19 NYCRR PART 124
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 COMMO PER FACE NAIL CLIMATIC & GEOGRAPHIC DESIGN CRITERIA
length adjustment factors in table 3.16. FOOT SEE NOTE:1,2
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. SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT FLOOD
7).INTERIOR SHEARWALL CONNECTIONS: FLOOR FRAMING' HAZARDS
Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when NAIL NAIL LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED
2).All footings to rest on undisturbed(virgin)soil. interior shearwalls are used.Sheathing and connections shall be in accordance with JOINT DESCRIPTION , NOTES
QTY. .PACING 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
concrete or mason wails occurin in exterior or unheated interior areas. 4-8d COMMO
n' g 8).CONNECTIONSAROUNDExrERIORWALLOPENINGS: SILL, JOIST NAIL ROOF SHEATHING REQUIREMENTS FOR WiND LOADS:
Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING EACH TOE
4).Any new concrete walls being attached to existing concrete structure shall with table 3.5.Window sill plates shall be have steel connectors in accordance with table TO JOIST 2-8d COMMO END NAIL NAIL SPACING NAIL SPACING AT INTERMEDIATE
BLOCKING EACH TOE
be installed with#5 re-bar,18"long at 12"o.c..Use approved epoxy for installation. SHEATHING LOCATION NOTES
3.5. AT PANEL EDGES SUPPORTS IN THE PANEL FIELD
5).Unless otherwise noted,all slabs on grade to be 3000 p.s.i..Concrete to be TO JOIST 2-Sd COMMON 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 gravel fill with 6x6 wire mesh 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 COMMO EACH TOE INTERIOR ZONE 8d COMMON @ 6"O. Sd 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
6).Crawl spaces to be provided with a minimum 18"x24"access opening.Install one 3-16d COMMO TRUSS 18d COMMON @ 4"O.q 8d COMMON @ 4"O.C. SEE NOTES:1.3
• Bxi6 cast iron foundation vent for every 150 sq.ft.of area. attached with the above requirements. TO BEAM JOIST NAIL
DECK AND COVERED PORCH NOTES: JOIST ON LEDGER 3-8d COMMON PER TOE NOTES
LU
7).Dampproof exterior of foundation with bituminous coating as required by current TO BEAM JOIST NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. ,
N.Y.S.Residential Construction Code.A 6-mil polyethylene film shall be applied over 1).Unless otherwise noted,all framing material to be#1 ACQ pressure treated lumber. BAND JOIST PER END
the below grade portion of exterior walls prior to backfillin All fasteners,hangers and anchors to be alvinized or stainless steel. 3-16d COMMO
g P P g• g g TO 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,
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:SILL OR TOP PLATE 2-16d COMMO FOOT PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used.SEE NOTE:1
Girders on concrete piers shall be anchored with proper steel connectors anchored 2).Tabulated 12 inch o.c.nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49.
FRAMING NOTES into concrete with a minimum 1/2"dia x 7"long anchor bolt with washers and nuts. OOFSHE " For framing members with<0.42<G<0.49,the nail spacing shall be reduced to 6 inches o.c.
1).All framing techniques and methods as prescriptive design of current SBC High Wind 3).Posts supporting girders shall be anchored to a 12"xl2"x12"thick concrete footing. JOINT DESCRIPTION NAIL NAIL n/
Edition Wood Framing Construction Manual. QTY. SPACING 3).Tabulated 4 inch o.c.nails spacing assumes sheathing to rafter/truss framing members with G>0.49.For W
Use a minimum 1/2"dia x 8"long anchor bolt with washers and nuts.Footings Shall be 3 ft. P g g 8
below grade.Porches with covered roofs shall have 12"dia.concrete piers for the girders. STRUCTURAL PANEL gd AS PER TABLE 3.8 framing members with 0.42<G<0.49,the nail spacing shall be reduced to 3 inches o.c. W
2).Unless otherwise noted,all framing and structural wood material to be#2+BTR. WFCM-co, WALL SHEATHING REQUIREMENTS FOR WIND LOADS:
Douglas Fir. 4).Deck joists to have blocking at 8'0 o.c.. � z
CEILING SHEATHING: SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES
3).Floors,walls,ceilings and rafters to be spaced at 16 inches o.c.unless noted 5).A minimum of 10 inch flashing shall be installed between the building and ledger. NAIL NAIL AT PANEL EDGES SUPPORTS IN THE PANEL FIELD
otherwise. JOINT DESCRIPTION
Ledger to be fastened to building with 1/2"dia.bolts with washers and nuts QTY. SPACING SEE NOTES:1,3(BOTH FIELDS) Z
where needed. 4'EDGE ZONE 8d COMMON @ 6"O. 8d COMMON @ 12"O.C. NOTE:2 FOR PANEL FIELD Z r
4).Unless otherwise noted,all bearingwall headers to be 2 2x10#2+BTR.Doug.Fir. GYPSUM 7" O.C.EDGE W Lo
( ) g 5d COOLERS
Bearing wall headers to have(2)jack studs and(2)full length studs on each side of all Lo
WALLBOARD 10"O.0.FIELO INTERIOR ZONE 8d COMMON @ 6"O. 8d COMMON @ 12"O.C. SEE NOTE:3 0 N
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. J J L
openings.Bearing wall window sills shall also have(2)window sill plates for 2x4 wall WALL SHEATHING: NOTES V/ Q O O
7).All joists to be supported with hangers and anchors.Each Joist shall also be anchored v'
openings between 4'1 and 6'0 and 2x6 wall openings between 5'll and 8'9.Provide fire to girder(s). JOINT DESCRIPTION NAIL NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY.
and blocking where applicable. QTY. SPACING �� Z m
8).Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL AS PER TABLE 3.9 1).For wall sheathingwithin 4 feet of the comers,the 4 foot edge zone attachment requirements shall O
5).All flush beams headers to be installed with heavy duty galvanized hangers and PANELS 8d COMMO WFCM-SEC ) g ,..� O = r
anchors where applicable to all connecting joists. PLUMBING NOTES be used.
7/16"OSB 3"O.C.EDGE O co
6d COMMO �/� ^
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.G.FIE-D 2).Tabulated 12 inch o.c.nail spacing assumes sheathing attached to stud framing members with v) o-
G>0.49.For framing members with 0.42<G<,the nailSpacings shall be reduced to 6 inches o.c. ��//��
Floors to have ceramic tale installed shall be verified for proper load capacity unless noted Construction Code. GYPSUM Sd COOLERS 7" O.C.EDGE gW U)
on plans. I WALLBOARD 10"O.0.FIELD U_
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. 3).For exterior panel siding,galvinized box nails shall be permitted to be substituted for common nails.
other access openings unless otherwise noted(typical). FLOOR SHEATHING: \ ■ O
3).If wall studs,plates or joists are cut out during installation for any plumbing related work, NAIL I NAIL
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 JOINT DESCRIPTION QTY. SPACING 1).PROVIDE 5/8"TYPE-X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS.
state code and manufacture's recommendation for maximum hole size and spacing permitted. 2).USE SIMPSON HANGERS AND ANCHORS WITH 2-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. IZ
where applicable unless otherwise noted. P g P STRUCTURAL PANELS 6"O.C.EDGE EGRESS OPENINGS MIN.5.0 Sq.GRADE FLOOR 3).INSTALL 1-Cot DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR
HVAC SYSTEM NOTES Sd COMMO w
1"OR LESS 12"O.C.FIELD (5.75Q.FT.2ND.FLOOR) v,
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 O
1).Mechanical subcontractor is responsible for adhearing to all applicable codes and safety NOTES: Fireblocking shall be provided to cut off all concealed draft openings(both vertical and horizontal)
requirements. NOTE: and to form an effective fire barrier between stories,and between a top story and the roof space.
10).Provide insulation baffles at eave vents between rafters.Install draft blocking 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 fully coordinate all system data and requirements with the MENTIONED IN SCHEDULE NOTES ONLY. EXISTING CONDITIONS.MINIMUM 3000#CAPACITY.
q i).In concealed spaces of stud walls and partitions,Including furred spaces,at the telling and floorequipment supplier, levels.Concealed horizontal furred spaces shall also be fireblocked at Intervals not exceeding 10
11).Unless otherwise noted,all roofs and walls to have a minimum 1/2"thick,4-ply Fir 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. 1).Nailing requirements are based on wall sheathing SOIL COMPACTION:
3).HVAC subcontractor to provide final using parallel rows of studs or staggered studs.
p system layout drawing and submit it to the General nailed 6"on-center at the panel edge.If wall sheathing
Contractor and owner for final review and approval, is nailed 3"on-center at the panel edge to obtain higier 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. DRAWN
AWN BY:a J F
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
P such as shear plates,Shall be used to maintain load p2th. 2).COMPACTION OF NEW FILL SHALL BE AT LEAST 95%PROCTOR under stairs shall comply with current N.Y.S.Residential Code.
l).All electrical t0 be Installed a5 per N.Y.S.Residential Construction Code. DENSITY(PER ASTM D 699 AND ASTM D 1557).COMPACT THE
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. 7/8/2O^3
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. L L
3).All electrical work to comply with 2014 NEC. to be reduced tol-16d nail per foot. INCLUDING SUB FLOOR,IS COMPLETE.
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 SCALE• SEE PLAN
torch down type material over. and R315 of IRC. a
16).All sill plates and wood in contact with concrete to be pressure treated.Sill plates to EXTERIOR FIBERGLASS COLUMNS TO BE HB&G
be installed with a foam sill gasket and cop-r-tex termite shield or approved equal. OR APPROVED EQUAL INsrAu WITH cAPI+t;�
AND BASES.USE WITH FLASHING CAPS TO rrvss °
COVER TOP ^f
�`� '~ SHEET N O:
t/�,•
+j'0,