HomeMy WebLinkAbout47433-Z 1
6 30'-0"1
\\ ( a
EQ. 1 EQ. EQ. 1 EQ. 1_ \\ `� 1
---- RIGAS
I/���\ \\
(3)2x10 SPF TYP. �I \
24" DIA
DESIGN /BUILD
"BIGFOOT" i° /
---- 1i SPRCING BETWEEN SLATS
FOOTING. MIN. / 2
36"BELOW / --- 1x4 IPE SLATS
GRADE.TYP. OF /
ALL FOOTINGS. o /
o / El
TA /
/
1 5 • 4x4 IPE FRAMlN 2x4 IPE FRAMING
Joseph Fischetti, P.E.
PROFESSIONAL ENGINEER
(n a (3)2x10 SPF TYP. cov 1'-0" 2'-8" l 1'-4" 14" -EQ---- EQ 1
0 � t i
. 5'-0" 4'_0"
U- ----- - -- — - ----
m T+
�w
04
N NEW DECK-706 SQ/FT
(1 STEP ABOVE GRADE)
M SHOWER ELEVATION SHOWER ELEVATION SHOWER ELEVATION
SCALE: 1./2"-r-O" SCALE: 1/2" 1'-0" SCALE: 1/2"=1'-0"
7'-6"
. E)- (3)2x10 SPF TYP. —iI 11/15/21
PLANTING
O PLANTIN 3 STEP PLANTING STEP BED
M BED DN BED DN
1 3'-8" o
IL
1 -
2
0
— 675 Orchard Street
EXISTING COVERED PORCH
NEW
(2)2x8 Orient NY 11957
1 3 `t OUTDOOR 1 1
LO SHOWER
�—
51/2" 14'-0" 51/2" 51/2" 8'-611 1/2..
NEW BLUESTONE
LANDING&1 STEP 2x10 LEDGER
EXISTING HOUSE 5 TRELLIS ELEVATION 6 TRELLIS ELEVATION Deck Pergola
SCALE: 1/2"=1'-0" SCALE: 1/2"=1'-0"
/ /
REPLACE EXISTING WINDOW Outdoor Shower
WITH ENTRY DOOR, �� _ ;� ^go
,
WIDTH OF OPENING AND TOP OF
2x2 PURLINS
OPENING TO REMAIN THE SAME. -
STRUCTURAL HEADER TO REMAIN.
----- 6"TIMBER LOCK SCREWS
IXI
x x
•— -- --- --
x x 2x6 CEDAR RAFTER PROJECT TEAM:
_ _ -- ------ -- -- (2}z"GALV. BOLTS EACH POST
Designer/Builder
(2)2x6 CEDAR BEAM r
• - 6x6 IPE POSTS
a RIGAS CO
r " 22260 main road, orient ny 11957
EXISTING PORCH
631323 8022
IF ' c@rigasco.com
a DECKING
Engineer
- ------ — FINISH GRADE
DECK PLAN
Joseph Fischetti, P.E.
,. 1725 Hobart Road, Southold NY 11971
SCALE: 1/4"=1'-0" 631765 2954
• -------- 12"x12"CONCRETE CAST FOOTING
ON GRAVEL BED
.— — 6x6 IPE POST
Scale as Noted
w
w
— UNDISTURBED SOIL BELOW
FOOTING
TRELLIS DETAIL ["lov 15 2N,
7
SCALE: i"_1'-0" Dj
BUILDING DEPT Al
TOWN OF SOUTHOLD
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.
KING STUDS
ENDWALL RAFTER
0 C RIPPLE STUD WALL STUD
BOTTOM PLATE
p RIDGE LEDGER •• • BATHTUB
DESIGN /BUILD
RIG S
• HEADER ;
DOUBLE JOIST
SIDEWALL
RAFTER
JACK STUDS
FLOOR USP NUMBER DESCRIPTION APPLICATION
1ST. ADS5 HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS
ANCHOR TO FOUNDATION W/ ANCHOR BOLTS BATH / SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT
CONNECT TO 1 SIDE OF ALL CORNERS ON LOCATION USP NUMBERI DESCRIPTION APPLICATION ILOCATION USP NUMBER1 DESCRIPTION APPLICATION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR
HOLD DOWN BOTH BOT. PLATE OF 2ND FLOOR AND TOPJOIST DIRECTION WITH 2 Joseph Fischetti, ice.E.
2ND. ADS5 ALL OPENINGS LSTA12 1-1/4"x12" 20ga. STRAP APPLY TO EACH JACK STUD ROOF LSTA24 1-1/4"x24" 20ya, STRAP APPLY OVER RIDGE TO EACH RAFTE 2x6-2x8 L526 18ga. SLOPE HANGER PPLY TO EACH RAFTER / LEDGER ( ) JOISTS. UNDER WALL.
ANCHOR PLATES OF 1ST. FLOOR. CONNECT THROUGH FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS, PROVIDE
HE FLOORS TO EACH OTHER W/ THREADED ROD. ALL OPENINGS RT3 OR RT71 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD 2X10 LS210 118go. SLOPE HANGER PPLY TO EACH RAFTER / LEDGER BLOCKING ®24"OC
WALL STUD op j PP
PROFESSIONAL ENGINEER
THROUGH-ROOF EXHAUST
VENTS SELECTED AND
LOCATED BY CONTRACTOR
METAL STRAP
CRICKET AT TOP-SIDE OF VENTILATION CHANNEL
RIM BOARD CHIMNEY AS REQUIRED
RAFTER
SILL PLATE(S) WALL SHEATHING RAFTERS MAINTAIN
` VENTILATION
SIDEWALL FLASHING WOOD JOIST
FOUNDATION TOP PLATE BLOCKING
FINISH WALL AND MOISTURE 2x4 LEDGER BLOCKING
STAPPING TO BE ATTACHED TO WALL STUDS ®48"OC BARRIER TO LAP FLASHING 2x4 SOFFIT JOIST
AND ALL WINDOW DOOR OPENING JACK STUDS AT WALL -- MAINTAIN GAP ATTIC SHALL BE PROVIDED WITH A FASCIA
/ 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
INSTALL 4'0" O.C. THE SPACE VENTILATED. ALL OPENINGS WOOD GIRDER 11/19/21
�, � .� SHALL BE COVERED WITH CORROSION- ONTIN. SCREENED VENT
4" - 8" LSTA24 1-1/4"x24" 20ga. STRAP AND JACK STUDS RESISTANT METAL MESH WITH MESH 0NTIN. SOFFIT / EXT. PLYWOOD
ON ALL OPENINGS .' PROVIDE HEMMED EDGE AT OPENINGS OF 1/4 INCH IN DIMENSION.
INSTALL 4'0" O.C. FLASHING TO FORM CHANNEL LOCATION USP NUMBER DESCRIPTION APPLICATION
AND SO AS TO MAINTAIN AIR SOFFITED EAVE
8" - 14" LSTA30 1-1/4"x30" 18go. STRAP AND JACK STUDS - GAP TO PREVENT CAPILLARYCONNECT TO
ON ALL OPENINGS ACTION 4" - 6" RAFTER RT10 10-3/4' x 18ya. TYDOWN ANCHOR EACH RAFTER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND
INSTALL 4'0" O.C. CONNECT TO ROOF VENTILATION / OVER BEARING WALLS AND HEADERS
14" - 16" LSTA36 1-1/4"x36" 18go. STRAP AND JACK STUDS 8" - 12" RAFTER RT20 1-1/8" x 20go. TYDOWN ANCHOR EACH RAFTER SOFFITED EAVE DETAIL
ON ALL OPENINGS KEEP ROOFING NAILS OUT
OF FLASHING
2ND. FLOOR WALLop
ROOFING LAPS BASE
' FLASHING 4 INCHES
BASE FLASHING WRAPS CORNERS, RAFTER \ RIDGE CAP OF SAME
675 Orchard Street
EXTENDS UNDER SHINGLES AT MATERIAL AS ROOFING
SIDES 4 NCES AND LAPS NAILED TATBASE MIN. 4 INCHES THROUGHOSHEATHING
VENT
SHINGLES Orient NY 11957
WOOD JOIST
TOP PLATE
SIDE WALL FLASHING GIRDER/HEADER
1ST. FLOOR WALL STAPPING TO BE ATTACHED TO WALL STUDS @48"OC
WOOD JOIST
AND ALL WINDOW/DOOR OPENING JACK STUDS METAL FLASHING AT ALL EAVES, SIDEWALLS, WALL STUD Q
FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION AND RAKES -- PROVIDE HEMMED EDGES SO RAFTERS
AS TO FORM DRAINAGE CHANNELS AND
INSTALL 4'0" O.C. PREVENT CAPILLARY ACTION
4" - 8" LSTA36 1-1/4"06" 18ga. STRAP AND JACK STUDS LOCATION USP NUMBER DESCRIPTION APPLICATION PRE-MANUFACTURED KEEP SHEATHING MIN. 1-1/2"/ ALL JOISTS CONNECTED TED TO A FLUSH HEADER TO B E SUPPORTED WITH Deck/Pergola/
ON ALL OPENINGS RIDGE VENT FOLDS
CONNEC' EACH FROM PEAK TO ALLOW FREE , THE PROPER STEEL CONNECTOR.
RAFTER/PLATE RT15 TYDOWN ANCHOR OVER RIDGE TO
INSTALL 4'0" O.C. RAFTER TO PLATE AIR PASSAGE IF ABLE, SET FIR JOISTS APROX. 1/2" HIGHER THAN LVL HEADERS
CONFORM TO SLOPE
8" - 16" MSTA48 1-1/4"x48" 16ga. STRAP AND JACK STUDS CONNECT OVER OF ROOF TO ALLOW FOR SHRINKAGE. & REDUCE BUMP OUTS
ON ALL OPENINGS PLATE/WALL SPTH4 STUD PLATE ANCHOR
PLATES TO EACH STUDI Outdoor Shower
DBL. SILL PLATE Ir--- SUB FLOOR
TERMITE SHIELD
SILL GASKET
wooD JOISTS
NEOPRENE GASKET 2x6
CONC. SLAB ` '
C GRANULAR FILL 6 MIL. POLY V 2x8 CONTINUOUS WOOD PLATE
TYP. CONC. FOUNDATION /
DAMPPROOF EXTERIOR . s I BOLTED TO STEEL BEAM WITH
EMIL POLY ON EXTERIOR 1� ,
r
V STEEL COLUMN 1/2 " DIA. BOLTS ® 48" ox. STAG.
� I � -, `�
•esp. � e d e C p p \
o CONC. SLAB ' 'p r� e . ROOF JACK „ I II��� STEEL BEAM PROJECT TEAM.
e e n o �'!1 ANCHOR BOLT EMBEDMENT: ��,
' COMPACT FILL POURED CONCRETE: 7,, I 4" x 1/4" x 8" STEEL
•p 1/ i l i ,y 'o B LOC K WALL: 15"
ROOFING LAPS TOP AND BOTTOM PLATE
V ° � • • FLASHING AT
KEYWAY FOOTING o � 4 � � WITH 1/2" x 6" ANCHOR BOLT
x3
e, e .a �' a CONC. FTG. p Q p L o USE WITH 3SQUARE WASHERS SIDES AND TOP
O ANCHOR BOLT CONNECTION . 1/2" GROUT Designer/Builder
(USP LB PS58 OR 8 P583)
1 REINFORCING BARw -� 3" STEEL COLUMN
DRAIN TILE �p ANCHOR BOLT CONNECTION FOUNDATION 5/8" DIA. ANCHOR BOLT '- - I I I
SUPPORTING MAXIMUM SPACING FLASHING LAPS _ ( 10 KIPS ) RIGAS CO
_
SILL PLATE TO FOUNDATION 1 STORY 72" OC ROOFING AT BOTTOM
- CRAWL SPACE OR FOUNDATION
" TYPICAL BEAM DETAIL 22260 main road, orient n 11957
TYPICAL CONC. FOUNDATION. APPLY PILASTERS SILL PLATE TO FOUNDATION 2 STORIES 36" OC v
WHERE NEEDED FOR STRUCTURAL BRACING. MIN. 3STEEL COLUMN ANCHORED TO 24"x24"x12" CONC. FTG. CRAWL SPACE OR FOUNDATION STEEL / BOTTOM BEARING 631323 8022
ALL BOTTOM PLATE TO FOUNDATION 1-2 STORIES 57" OCC ROOF JACKS & VENTS DETAIL rlaSCo.Com
SLAB-ON-GRADE c@rigasco.com
�--SUB FLOOR
CONC. SLAB I DOOR FRAME
6X6 10/10
COMPACT FILUM GARADOORGE �- JOIST Engineer
I USE 2X8 STEEL BEAM
,- FOR BLOCKOUT
P.T. PLATE �` ` W/ 6X6AWMM I SLOPE Joseph Fischett", P.E.
1/2" AIR SPACE4"DRIVEWAY —� NOTCH JOIST AND ADJUST HEIGHT
`,• < I • °END AND ,• .• • (WITH A NAILING PLATE IF NEEDED) 1725 Hobart Road, Southold NY 11971
AT S OF WOOD �•� •4 • • e e .< ° • ' STEEL BEAMTO ALLOW FOR
TO BE OX. ( HIGHER
SHRINKAGE 631765 2954
GRADE 4 4 BEAMS - I I ° '°O o0 ° .a • '° (PROVIDE STRAPPING TO KEEP JOISTS ALIGNED)
6X6 W.W.M
MIN, a• ,0�0 ro,. °O �'p �'p �'� * •° ��NOTCH BEAM FOR MUDSILL IF REQUIRED -- MAXIMUM ^ r—SUB FLOOR
•� _ NOTCH EQUALS 1 4 DEPTH OF BEAM '�= O o • o
Q REINFORCING BAR /
• O •s REINFORCING BAR • �I e O ,e o ° II II JOIST
d 0
DRAIN TILE �f—�•I •
12" o &a:• SHEET METAL / 30# FELT UNDER BEAM AT POINT 1_ L�'A e n 0e ° Ilm� STEEL BEAM
•• OF CONTACT WITH CONCRETE OR COMIC. BLOCK -
e 3" PLATE (BOLTED TO BEAM)
TYPICAL CONC. MONOLITHIC FOUNDATION. REINFORCE WITH (2) #4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. a• SHIMS TO LEVEL BEAM
REINFORCE FOOTING WITH (2) #4 REINFORCING BARS. 3" MINIMUM BEARING SURFACE FOR WOOD BEAM
GARAGE DOOR BLOCKOUT
BEAM POCKET Scale as Noted
t
'�' '" 8 1 •.C*� ,� FER 0 4, 2022
A2
WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS
4"MAX.
GIRDER L L
DECKING DECKING 4"DIA.MAXIMUM
EXTERIOR
WALL DECK JOIST DECK JOIST DESIGN /BUILD
_Z
1/2"DIAMETER LAG SCREWS, CONTINUOUS FLASHING,EXTENDED „ GALV. OR S.S.
THROUGH-BOLTS WITH WASHERS PAST JOIST HANGERS,CAULKED TO (2) 1/2" `
OR S"LEDGERLOK SCREWS
PREVENT WATER INTRUSION LEDGER FLOOR CARRIAGE BOLTS WITH
AND JOIST FLUSH ON TOP JOIST GIRDER M
RIM BOARD CAULK TO PREVENT WATER SIMPSON CBS WASHERS AND NUTS
INTRUSION LEDGER AND ANCHOR
DECKING 1/2"DIA.EXPANSION BOLTS, b 10`4 JOIST FLUSH ON TOP
EPDXY OR ADHESIVE(PER °�a ,ee CONCRETE POST
Joseph irischetti, P.E.
FLOOR 14. 4
e ,MANUFACTURE INSTRUCTIONS) G LJOIST 1-5/8"MIN. w/WASHERS AND NUTS ��d° PIER
RIG S
5"MAX. DECK JOISTS C Abe;°eDECKINGDECK/PORCH RAILINGPROFESSIONAL ENGINEER
,e, � 4° e, �`' DECKING DECKING
Me' JOIST HANGER
A yew' >> DECKJOISTS
e$ a e.e 2X ACQ LEDGER BOARD FOUNDATION WALL o't.�,e
NOTE: �yv+< — DECK JOIST DECK JOIST
tie n BLOCK FOUNDATION 'd a .e
FOUNDATION p' e : TO BE FILLED WITH d L�I I r
JOIST HANGER RAILING POST
WALL ,j ° `; GROUT AT ANCHOR •e.ebe
Al LOCATIONS
2X ACQ LEDGER BOARD
`�
SIMPSON DTT2Z HOLD-DOWN
GIRDER GIRDER RIM BOARD
LEDGER BOARD TO RIM BOARD DETAIL LEDGER BOARD TO FOUNDATION WALL DETAIL (MIN.2X8) DECKING
2'MIN.
THROUGH-BOLTS
5"MAX. '° ° DECK JOIST
o
THROUGH-BOLTS SHALL HAVE A DIAMETER OF 1/2".PILOT HOLES FOR THROUGH-BOLTS 2"MIN.
SHALL BE 17/32"TO 9/16"IN DIAMETER.THROUGH-BOLTS REQUIRE WASHERS AT THE BOLTJ 11/19/21
HEAD AND NUT. SIMPSON CC SIMPSON CBS (2)1/2"GALV.OR S.S.7
2X BLOCKING AT EACH POST
CARRIAGE BOLTS WITH ATTACHED WITH lOd THREADED
EXPANSION AND ADHESIVE ANCHORS ANCHOR ANCHOR WASHERS AND NUTS NAILS TOP AND BOTTOM
STAGGER FASTENERS USE APPROVED EXPANSION OR ADHESIVE ANCHORS WHEN ATTACHING A LEDGER BOARD
�y IN 2 ROWS TO A CONCRETE OR SOLID MASONRY WALL AS SHOWN IN LEDGER DETAIL.EXPANSION POST CO PIER 12"O'' POST-TO—DECK CONNECTION
I AND ADHESIVE ANCHOR BOLTS SHALL HAVE A DIAMETER OF 1/2".MINIMUM SPACING AND
2"MIN. 5-1/2"MIN.FOR 2X8 EMBEDMENT LENGTH SHALL BE PER THE MANUFACTURER'S RECOMENDATIONS.ALL
® ® ® ® ® 6-1/2"MIN.FOR 2X10 ANCHORS MUST HAVE WASHERS
® ® ® 7-1/2"MIN.FOR 2X12 LAG SCREWS
3/4'MIN. LAG SCREWS SHALL HAVE A DIAMETER OF 1/2".LAG SCREWS SHALL HAVE PILOT HOLES
1--J2"MIN. LEDGER LAG SCREW,THROUGH BOLT, DRILLED WITH 5/16"DIAMETER HOLES.ALL LAGS SHALL BE INSTALLED WITH WASHERS. 4"MAX.
OR ANCHOR WITH WASHER LAG BOLTS SHALL HAVE 1-1/2"UNTHREADED SHANK.LENGTH MUST PENETRATE BEYOND
RIM BOARD A MINIMUM 1/2".LAG SCREWS AND WASHERS MUST BE GALVANIZED OR S.S. CONCRETE
LEDGERLOK SCREWS PIER
LEDGERLOK SCREWS SHALL BE A MINIMUM LENGTH OF 5".LEDGERLOK SCREWS SHALL NOT 4"DIA.MAXIMUM
BE USED FOR MASONRY,CONCRETE,BRICK VENEER,STUCCO,SIDING,OR RIGID FOAM
LEDGER BOARD FASTENER SPACING AND CLEARANCES INSULATION.SCREWS SHALL BE A MINIMUM DISTANCE OF 3-3/4"FROM ENDS AND 1-3/4" 675 Orchard Street
FROM TOP AND BOTTOM EDGES.
24"X24"X12"CONC. FTG. HANDRAIL NOTES: Orient NY 11957
Y BELOW GRADE All required handrails shall be of one of the following types
(ALT.: BIGFOOT FOOTING) or provided equivalent graspability. z
1).Type 1.Handrails with circular cross section shall have an
outside diameter of at least 1-1/4 inches and not greater m
36"MIN. than 2 inches. If the handrail is not circular it shall have a
perimeter dimension of at least 4 inches and not greater
than 6-1/4 inches with a maximum cross section of
FLOOR SHEATHING NAILING AT 1/2"DIAMETER LAG SCREWS, ATTACH TO I-JOIST 1/2"DIAMETER LAG SCREWS, dimension of 2-1/4 inches.
6"MAXIMUM ON CENTER TO THROUGH-BOLTS WITH WASHERS WITH A MINIMUM THROUGH-BOLTS WITH WASHERS
JOISTS WITH HOLD DOWN OR 5"LEDGERLOK SCREWS SIMPSON DTT2Z HOLD-DOWN OF(19)8d NAILS OR 5"LEDGERLOK SCREWS SIMPSON DTT2Z HOLD-DOWN 2).Type 11. Handrails with a perimeter greater than 6-1/4
inches shall provide graspable finger recess area on both
11 ir 11 1
sides of the profile.The finger recess shall begin with a STAIR RAILING
distance of 3/4 inch measured vertically from the tallest Deck/Pergola/
SOLID SAWN .° .' I � � � portion of the profile and achieve a depth of at least 5/16
FLOOR JOISTS DECK I i I JOISTS DECK i P P P
JOIST JOIST I inch within 7/8 inch below the widest portion of the
° I I profile.The required depth shall continue for at least 3/8 1-1/2"SPACE
inch to a level that is not less than 1-3/4 inches below the MINIMUM Outdoor Shower
THREADED ROD MAY BE THREADED ROD MAY BE tallest portion of the profile.The minimum width of the
SLOPED UP TO 1:12 MINIMUM 2X6X36' SLOPED UP TO 1:12 handrail above the recess shall be 1-1/4 inches to a
AWAY FROM THE HOUSE ATTATCHED TO JOIST AWAY FROM THE HOUSE maximum of 2-3/4 inches. Edges shall have a minimum HANDRAILS
JOIST HANGER GIRDER WEB WITH(16)tOd NAILS JLOIST HANGER GIRDER
AND CLINCH radius of 0.01 inches.
]Od THREADED NAIL OR#10 WOOD SCREWS. BALUSTERS PROJECT TEAM:
LATERAL LOAD DEVICE WITH JOISTS PARALLEL TO DECK JOISTS (PROVIDE IN (2) LOCATIONS IN DECK) 16"oc EQUALSTA GREATEREDIN 2 ROWAN S NG,
STAGGERED IN 2 ROWS OPEN BALUSTER ATTACHED TO WALL
HANDRAIL CONNECTION Designer/Builder
ALL HANDRAILS SHALL BE CONTINUOUS THE FULL LENGTH
IF BEAM IS CONSTRUCTED WITH 3 MEMBERS (2)THREADED NAILS OR SCREWS AT EACH END OR OF THE STAIRS. HANDGRIP PORTION OF ALL HANDRAILS
6 FT.MIN.EXTENT OF BLOCKING ATTATCHED OUTSIDE MEMBER TO THE SPLICE END;SPLICES SHALL BE LOCATED ONLY OVER SHALL NOT BE LESS THAN 1-1/4"NOR MORE THAN 2"IN R I GAS CO
INSIDE MEMBERAS SHOWN. INTERIOR POSTS CROSS SECTIONAL DIMENSION,OR THE SHAPE SHALL
BEAM ASSEMBLY DETAIL PROVIDE AN EQUIVALENT GRIPPING SURFACE 22260 main road, orient n 11957
ATTACH BLOCKING TO DECK WITH 1/2"DIAMETER LAG SCREWS, y
10d NAILS AT 4"O.C.STAGGERED THROUGH-BOLTS WITH WASHERS 631323 8022
OR 5"LEDGERLOK SCREWS SIMPSON DTT2Z HOLD-DOWN
c@rigasco.com
I
DECK i i STAIR TREAD
• JOIST I
i I RIM BOARD
THREADED ROD MAY BE Engineer
SLOPED UP TO 1:12 STRINGER
7'
MINIMUM 1-1/2"THICK FLOOR JOISTS LAWAY FROM THE HOUSE
BLOCKING.BLOCKS MUST (SOLID OR WOOD-1) GIRDER Joseph F i s c h esti, P.E.
FILL BAY AND FIT SNUGLY 101ST HANGER
JOIST r
1725 Hobart Road, Southold NY 11971
631765 2954
GIRDER/HEADER STRINGER TO DECK/PORCH CONNECTION
LATERAL LOAD DEVICE WITH JOISTS PERPENDICULARTO DECK JOISTS (PROVIDE IN (2) LOCATIONS IN DECK)
SPLICED JOISTS OVER HEADER/GIRDER
CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA CONNECT TY-DOWN ANCHORS TO EACH JOIST
GROUND WIND SEISMIC FROST WINTER ICE SHIELD NAILING SCHEDULE
SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT FLOOD NAIL NAIL Scale as Noted
LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED HAZARDS JOINT DESCRIPTION QTY SPACING NOTES
STRINGER
JOIST TO: PER TOE 0316" C
4-8d COMMON
MODERATE SLIGHT TO SILL,TOP PLATE OR GIRDER JOIST NAIL
20 PSF 130 B SEVERE 3 FT. li NONE - _ (2)THRU-
TO HEAVY MODERATE BRIDGING EACH TOE BOLTS
TO JOIST 2-8d COMMON END NAIL 1
BLOCKING EACH TOE PB44 POST
2-8d COMMONANCHOR
TO JOIST END NAIL WOOD JOIST PIER
0 16"TREAD
BLOCKING TO: 3-16d COMMO EACH TOE
1). ALL FRAMING, CONSTRUCTION, COMPLIANCE TO BE PER 2015 IRC, 2016 NYS UNIFORM SUPPLEMENT
SILL OR TOP PLATE BLOCK NAIL
LEDGER STRIP 3-16COMMON d CEACH FACE GIRDER/HEADER GRADE p a CONIC.SLAB
2). ALL FRAMING MATERIAL TO BE#1 ACQ PRESSURE TREATED LUMBER. TO BEAM JOIST NAIL (AS REQ.) o s �+
WOOD JOIST '
JOIST ON LEDGER PER TOE
3). ALL FASTENERS, HANGERS, AND ANCHORS TO BE GALVANIZED OR STAINLESS STEEL. TO BEAM 3-Sd COMMON JOIST NAIL fo
8"dia. n s o DECK PIER L{
BAND JOIST PER END , „ ; v CONC. d 4 PER PLAN
4). ALL PIERS AND FOOTINGS TO BE 3 FOOT BELOW GRADE. TO JOIST 3-16d COMMO JOIST NAIL 3-0 a; ° PIER 'a9 < t
FLUSH JOISTS WITH HEADER/GIRDER �;q� 0"°9� y b• . , "`
BAND JOIST TO: PER —
2-16d COMMO TOE NAIL
5). ALL JOISTS TO BE BLOCKED OVER GIRDERS AND AS SPECIFIED. SILL OR TOP PLATE FOOT ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH
THE PROPER STEEL CONNECTOR.
6). FLASH ALONG HOUSE WALL, OVER LEDGER WITH MIN. 10 FLASHING.
IF ABLE,SET FIR JOISTS APROX.1/4"HIGHER THAN LVL HEADERSA3
''
G1.=.. NERAL
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
When a collar tie is used in leu of a ridge strap, the number of lOd common nails required JOINT DESCRIPTION Q-Y 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-Ed COMMON EACH BUILDING HEIGHT (SEE PLANS)
TOP PLATE 10'WALL: 4-8d COMMON RAFTER TOE-NAIL TOTAL SQ. FT. OF CONSTRUCTION (SEE PLANS)
1). The information within this set of construction documents is related to basic design 2). RAFTER-TO-WALL ASSEMBLY: DESIGN CRITERIA
RIGAS
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 CEILING JOIST 8'WALL: 3-Ed COMMON EACH UNIFORM CODE 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 fail in line with studs below, rafters TO TOP PLATE 10'WALL: 4-8d COMMONJOiST AS PER FLOOR PLANS, CROSS SECTION, DETAILS, AND GENERAL NOTES
g Y - P g g P P FRAMING ELEMENTS
DESIGN /BUILDState 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 UNINHABITABLE ATTICS O DESIGN DEAD LOAD(PSF)R301ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS 1801.7
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 ( STORAGE) t0 EXTERIOR (LIGHT FRAME)WOOD WALLS
S 15 RAFTERS GREATER THAN 3:12 PITCH U180
UNINHABITABLE ATTICS (STORAGE) 20 EXTERIOR(LIGHT FRAME) STEEL WALLS 14 (NO FINISHED CEILING)
OVER PARTITION WFCM - SBC LAP NAiL HABITABLE ATTICS AND INTERIOR WALLS AND PARTITIONS H/180
2). The General Contractor is responsible for ensuring that all work and construction 3). WALL-TO-WALL ASSEMBLY: 3o INTERIOR (LIGHT FRAME)WOOD WALLS to
E ATTICS WITH FIXED STAIRS 4 EACH FAC
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 COLLAR TIE AS PER TABLE 3. INTERIOR (LIGHT FRAME) STEEL WALLS 5 FLOORS U360
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 TO RAFTER WFCN - SBC END NAiL EXTERIOR BALCONIES AND DECKS 40 CEILINGSPLASTER, STUCCO MASONRY WALLS(8"THICK) 80 ( ) U360
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 CEILINGS CONCRETE WALLS(6"THICK) 85 (GYPSUM) V240
accordance with table 3.3. TO RAFTER
2 - Sd END NAIL SiP WALLS 10 COMMON GGUARD IN-FILL COMPONENTS 50 GUARDS AND HANDRAILS 200 ALL OTHER STRUCTURAL MEMBERS L/240 Joseph ischetti i'.�.
3). Dimensions shall take precedent over scaled drawings. RIM BOARD EACH END VEHICLE GARAGES(R301.5) PER 20 SQ. IN. 20001bs EXTERIOR WALLS (PLASTER, STUCCO) H/360
(DO NOT SCALL: 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) H/120 PROFESSIONAL ENGINEER
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) U600
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 QTY SPACING 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 (DESIGNED FOR EXPOSURE C
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 - 16d COMMONEXPOSURE CATAGORY PER FACE NAIL )
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
5). Refer to the Window and Door schedule for exterior openings. corners. TOP PLATE'S AT JOINTS FACE ROOF - FOUNDATION DETAIL PAGE &GENERAL NOTE PAGE
INTERSECTIONS 4- 16d COMMON EA. SIDE NAIL NAILING SCHEDULE
6). The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5). TYPE I EXTERIOR SHEARWALL CONNECTIONS: SEE GENERAL NOTE PAGE
Type 1 exterior shear walls with a minimum of 7/16 inch wood structural panel on the exterior STUD TO 2 - 16d COMMON24" FACE EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE
or exceeds manufacture's specifications and applicable codes. TYP P STUD O.C. NAIL
attached with 8d common nails at 6" o.c. at the panel edges and 12" o.c. in the field, and FIRE PROTECTION Sym" SMOKE ALARMS TO COMPLY WITH NFPA 72 AND NYS R314 NYS.
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 COMMON 16" O.C. FACE 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 11/19/21
8). Wind load requirements shall be taken into account during construction. 6). TYPE i1 EXTERIOR SHEARWALL CONNECTIONS: PLATE TO STUD 3 - 16d COMMON PER 2x6 STUD NAiL ENERGY CALCULATIONS 2020 ENERGY CONSERVATION CONSTRUCTION CODE NYS 19 NYCRR PART 124
BOTTOM PLATE 70:
FOUNDATION NOTES: Type II exterior shearwalls shall meet the requirements of table 3.15a-b times the appropriate FLOOR JOIST, BAND JOIST, 2 - 16d COMMON PER FACE NAIL CLIMATIC & GEOGRAPHIC DESIGN CRITERIA
length adjustment factors in table 3.16. FOOT SEE NOTE: 1,2
1). The Generall 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. 7). INTERIOR SHEARWALL CONNECTIONS: FLOOR FRAMING: SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT FLOOD
Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when NAIL NAIL LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED HAZARDS
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. 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
concrete or mason walls occurin In exterior or unheated interior areas. 8). CONNECTIONS AROUND EXTERIOR WALL OPENINGS: 4 - 8d COMMON
masonry g SILL, TOP PLATE OR GIRDER 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 newwith
#5concrete walls being attached .c existing concrete structure shall with table 3.5. Window sill plates shall be have steel connectors in accordance with table TO JOIST 2 - 8d COMMON END NAiL NAiL SPACING NAIL SPACING AT INTERMEDIATE 675 Orchard Street
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 1N THE PANEL FIELD Orient NY 11957
BLOCKING EACH TOE
5). Unless otherwise noted, all slabs on grade to be 3000 p.s.i.. Concrete to be TO JOIST 2 - 8d COMMON END NAIL 4' PERIMETER EDGE ZONE 8d COMMON @ 6" O.C. 8d COMMON @ 6" O.C. SEE NOTES: 1,3
9 CATHEDRAL CEILING ASSEMBLY:
poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing. interior slabs BLOCKING „
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 TO: 3 - 16d COMMONEACH TOE INTERIOR ZONE 8d COMMON @ 6 O. . 8d COMMON @ 12" O.C. SEE NOTES: 1 ( BOTH FiELDS)
6" maximum lints (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 8d COMMON @ 4"O. 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. TO BEAM 3 - 16d COMMON JOIST NAIL
8x16 cast iron foundation vent for every 150 sq. ft. of area.
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-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 THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED 1N SCHEDULE NOTES ONLY.
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 BAND JOIST TO: 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. 2 -16d COMMONPER TOE NAIL the 4 foot perimeter edge g zone attachments required shall be used. Deck/Pergola/
q
SILL OR TOP PLATE FOOT 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. Outdoor S h owe r
FRAMING NOTES into concrete with a minimum 1/2" dia x 7" long anchor bolt with washers and nuts. FSHEATH 1 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"x12"x12" thick concrete footing. JOINT DESCRIPTION NAIL NAIL
Edition Wood Framing Construction Manual. Use a minimum 1/2" dia x 8" long anchor bolt with washers and nuts. Footings Shall be 3 ft. QTY. SPACING 3). Tabulated 4 inch o.c, nail spacing assumes sheathing to rafter/truss framing members with G>0.49. For
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.
2). Unless otherwise noted, all framing and structural wood material to be #2 + BTR. WFCM - SBC WALL SHEATHING REQUIREMENTS FOR WIND LOADS:
Douglas Fir. 4). Deck joists to have blocking at 8'0 o.c..
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. Ledger to be fastened to building with 1/2" dia. bolts with washers and nuts JOINT DESCRIPTION QTY SPACING
g g 4` EDGE ZONE 8d COMMON @ 6" O.C. Sd COMMON @ 12" O.C. SEE NOTES: 1, 3 ( BOTH FIELDS)
4). Unless otherwise noted , all bearing wall headers to be (2) 2x10 #2 + BTR. Doug. Fir. where needed. GYPSUM 5d COOLERS 7" O.C. EDGE I NOTE: 2 FOR PANEL FiELD PROJECT TEAM:
Bearing wall headers to have (2) jack studs and (2) full length studs on each side of all 6). Concrete piers shall be a minimum 6" above grade. WALLBOARD 10" O.C . FIELD INTERIOR ZONE 8d COMMON @ 6" O. . 8d COMMON @ 12" O.C. SEE NOTE: 3
openings. LVL headers to have (3) jack studs and (2) full length studs on each side of WALL SHEATHING:
openings. Bearing wall window sills shall also have (2) window sill plates for 2x4 wall 7). All joists to be supported with hangers and anchors. Each Joist shall also be anchored NOTES Designer/Builder
openings between 41 and 60 and 2x6 wall openings between 5'11 and 89. Provide fire toirder s . JOINT DESCRIPTION NAIL NAIL
and blocking where applicable. g { ) QTY. SPACING THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY.
5). All flush beams/headers to be installed with heavy duty galvinized hangers and 8). Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL 8d COMMONAS PER TABLE 3.9 1). For wall sheathing within 4 feet of the corners, the 4 foot edge zone attachment requirements shall R I GAS CO
) Y y g g PANELS WFCM - SBC be used.
anchors where applicable to all connecting joists. PLUMB 1NG NOTES 7/16" OSB 3" O.C. EDGE 22260 main road, orient ny 11957
PLYWOOD 6d COMMON6" O.C. FIELD 2 . Tabulated 12 inch o.c. nails 631323 8022
- 6). Double up floor joists under walls that run parallel to the floor joist and under bathtu s. 1). All water supply, drainage and venting to be installed as per N.Y.S. Residential ) pacing assumes sheathing attached to stud framing members with
Floors to haVE' ceramic tile installed shall be verified for proper load capacity unless noted Construction Code. GYPSUM 5d COOLERS 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. c@rigasco.com
on plans. WALLBOARD 10" O.0 . FIELD
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 S 1--I EATH I N G: 3). For exterior panel siding, galvinized box nails shall be permitted to be substituted for common nails.
other access openings unless otherwise noted (typical).
3). If wall studs, plates or joists are cut out during installation for any plumbing related work, JOINT DESCRIPTION NAIL NAiL Engineer
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.
where applicable unless otherwise noted. state code and manufacture's recommendation for maximum hole size and spacing permitted.
8d COMMO
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.
9). Provide blocking bridging in floor joists at 8'0 o.c.. Use solid blocking in floor joists HVAC SYSTEM NOTES 1" OR LESS 12" O.C. FIELD ph Fischetti, P.E.
MIN.44"SILL-AFF(5.75Q.FT.2ND.FLOOR) Jose
under all bearing;walls. NYS Residential Code R302.11-FiREBLOCKING REQUIRED 1725 Hobart Road, Southold NY 11971
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. 631 765 2954
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 full dill system data requirements the MENTIONED IN SCHEDULE NOTES ONLY. EXISTING CONDITIONS. MINIMUM 3000#CAPACITY.
) Y coordinate ay a aqrements w 1).In concealed spaces of stud walls and partitions,including furred spaces,at the ceiling and floor
equipment supplier. levels.Concealed horizontal furred spaces shall also be fiireblocked at intervals not exceeding 10
11). Unless otherwise noted, all roofs and walls to have a minimum 1/2"thick, 4-ply Fir 1). Nailing requirements are based on Duvall 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.
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 SOIL COMPACTION: using parallel rows of studs or staggered studs.
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.
ELECTRICAL NOTES: shear capacities, nailing requirements for structural REMOVE AND ADDADDiTIONALFiLLASNEEDED.
adhered with I�L400 adhesive and screwed to floor joists. Finished floor to be installed members shall be doubled, or alternate connectors, 3).In concealed spaces between stair stringers at the top and bottom of the run.Enclosed spaces
over subfloor as per manufacture's instructions. 2).COMPACTION OF NEW FILL SHALL BE AT LEAST 95%PROCTOR under stairs shall comply with current N.Y.S.Residential Code.
1). All electrical to be installed as per N.Y.S. Residential Construction Code. such as shear plates, shall be used to maintain load path. DENSITY(PER ASTM D 698 AND ASTM D 1557). COMPACT THE P
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 Scale a S Noted
oted
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 tot - 16d nail per foot. INCLUDING sueFtooR,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
torch down type material over. and R315 of iRC.
A r.
16). All sill plates and wood in contact with concrete to be pressure treated. Sill plates to EXTERIOR FIBERGLASS COLUMNS TO BE HB&G - � 'r fi
r, ^,
� �.
be installed with a foam sill gasket and cop-r-tex termite shield or approved equal. OR APPROVED EQUAL.INSTALL WITH CAP AND BASES.USE WITH FLASHING CAPS TO
COVER TOP
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