HomeMy WebLinkAbout50042-Z -;- G>J 556-5 s S�
A M E KI D N4
RIGAS
DESIGN/BUILD
South
Elevation Joseph Fischetti, P. E.
PROFESSIONAL ENGINEER
11 Lj ==I[= IL L-I]L==
I I I ILL
11/21/23
NEW DEN ADDITION
& DECK
500 Glenn Road
Southold NY 11971
Nest ill Y11 "N
i
PROJECT TEAM:
Elevation
Designer/Builder
RIGAS CO
22260 main road, orient ny 11957
631 3238022
c@rigasco.com
Engineer
Joseph Fischetti, P.E.
1725 Hobart Rd, Southold NY 11971
631 7652954
East
Scale 1/4" = 1 '
Elevation
Al
All windows in new addition,
24"Via"Bigfoot"Footing, 15T FLOOR PLAN Andersen cXw15 casements
Double 2x6 between each window
Min.36"Below Grade
36"x 60" RIGAS
22-10" 36'
82" 82" 82" ��- DESIGN/BUILD
Concrete slab for \ (2)2x10 AGQ GIRDER \ (2)200 AGQ GIRDER \ (2)2x10 AGQ GIRDER \
bottom of stairs
(3) 1 3/4"x 9 I/2"LVL Header
Joseph Fischetti, P. E.
UP °
New Deck Igo I PROFESSIONAL ENGINEER
� X
22' 10" x 12' ; W.
Ledgerboardtobe fastened to building udth New Dining New Den
LedgerL w OK screws(2 screws @12"oc) Existing x g Door
too b be removed.
ovved.ed. New BIIGO door t0 access
\ Header and Framing to remain.
new basement.
New Andersen Ft^1G 50611 into a f cased
opening 11/21/2 3
(60"x 80") into a cased opening.
In existing opening Remove existing garage entry door,
frame and close opening
Existing Existing Existing Existing
Existing Garage
Living Room Dining Room I Kitchen Laundry
NEW DEN ADDITION
I & DECK
500 Glenn Road
Southold NY 11971
146' i
PROJECT TEAM:
Designer/Builder
RIGAS CO
Existing — — — — — — — — — 22260 main road, orient ny 11957
Existing Bathroom 5060 631 3238022
Bathroom c@rigasco.com
1. Remove existing Enclosed Rear Porch.
Existing 2. Build New Addition for Den/Dining & Unroofed Deck.
Bedroom 3. Match Basement Heights, Match floor heights to existing 1st floor. Engineer
4. 2xb DF#2 wall framing, 3/4" CDX Plywood Sheathing, covered with Blueskin and Cedar Shingles.
5. Insulation shall meet or exceed code requirements
6. Ceiling to be vaulted to follow roof line. Interior Nails and Ceilings shall be covered in sheetrock. JosephF
1725 Hobart Rd,,SC Southold
P.E.
NY 11971
-1. Exterior Openings to be max U 0.30 631 7652954
Existing 8. Add new basebooard heating for addition off of existing loop feeding kitchen.
Bedroom q. Electrical as per code.
Existing GUTTERS AND LEADER5 OF NEN ADDITION TO DRAIN INTO NEIN V x 2' DEEP DRYINELL A5
Bedroom INDICATED ON PROP05ED 5URVEY BY KENNETH 1NOYCHUK LAND 5URVEYING, PLLC
Scale 1/4" = 1 '
I '-
. 'ZII A2
1).8"THICK POURED CONCRETE FOUNDATION,3000 psi.HEIGHT AT 8'-0".
EXTERIOR OF FOUNDATIONS TO BE DAMPPROOFED AS PER N.Y.S.
RESIDENTIAL CODE WITH A BITUMINOUS COATING.
2).FOUNDATION TO HAVE 16"X8"CONCRETE(2X4)KEYWAY IN FOOTING.
FOOTINGS TO HAVE 2-#4 CONTINUOUS RE-BAR.ALL FOOTINGS TO REST ON FOUNDATION PLAN
UNDISTURBED SOIL(MINIMUM 3000#CAPACITY).
36'
3).FOUNDATION SLAB TO BE 4"THICK,3000psi CONCRETE ON COMPACTED FILL. RIGAS
INSTALL 1/2"EXPANSION JOINT MATERIAL WHERE SLAB MEETS ADJOINING
WALLS.
DESIGN/BUILD
4).PROVIDE 2X6 ACQ SILL PLATES UNLESS OTHERWISE NOTED.SILL PLATES \ f l \ ✓ r \ ""�✓ l \ 'i I r
TO BE INSTALLED OVER COP-R-TEX TERMITE SHIELD SILL GASKET.
I I
5).PROVIDE 5/8"DIA.ANCHOR BOLTS AT 3'-0"O.C.AND W/I V-0"OF CORNERS, I • ; I o Andersen CX14 Casement Egress Window
INTERSECTIONS AND SPLICED JOINTS.ANCHOR BOLTS TO HAVE A
MINIMUM 7"IMBEDMENT INTO THE CONCRETE.EACH ANCHOR BOLT TO 24"Via"Bigfoot"Footings,
New Basement, Match Height and window well as per R310.1 I I
BE ATTACHED TO SILL PLATES WITH 3X3 SQUARE WASHER AND NUT. Joseph I s ch ett I, F. E.
Min.36"Below Grade to Existing Basement -,
6).DOUBLE UP FLOOR JOISTS UNDER PARALLEL WALLS ABOVE.PROVIDE
BLOCKING AT8'o"o.c.(MAx.)AND MIDSPAN• ( I a I PROFESSIONAL ENGINEER
ry
UP
I I I
t14 Bars @12"O
- - - - - - - - - - - - - - - - - - - - - - - � — — — — — — — — - -- - - - - - — — — — — — — — — — - -�
— — — — — — — — — — — — — — — — — — — — — — —— — — — — — — — — — remae existing hoPPer wlndaw and — — — — — I— — — — — — — — — — — — — — —
Existing Basement keep opening as 36"x 20"pass through I I I I 1 1/2 1/2 3
I I I I I I
WALL SECTION
NEW DEN ADDITION
COPPER COATED 2X6 ACQ 3 1/2"x 5 1/2" ROOF PLAN & DECK
TERMITE SHIELD ! " t. SILL PLATE
Post to Ridge
-OVER-
SILL SEAL #4REBAR 500 Glenn Road
0
5/8"dia.ANCHOR BOLT p GRADE TO SLOPE Southold NY 11971
w/3X3 SQUARE WASHER AWAY FROM BLDG.
AND NUT(TYPICAL) <1° o I I— 2x8 OF#2 RR @ 16"OG 2x8 DF#2 RR @ 16"OG
PROJECT TEAM:
Le-LL, #4 REBAR I �
8"PC WALL CLEAN ___ 12
o FILL -- x Designer/Builder
of
rn °
2 W o
c�
--BITUMINOUS RIGAS CO
a o COATING I I 22260 main road, orient ny 11957
9
- ry --- 631 3238022
p #4 REBAR c@rigasco.com
1/2"EXPANSION JOINT °° ° --- `
0 2X4 KEYWAY %r`. Post to Ridge
4"CONC.SLAB , '
4 D --!-- — "
-----COMPACTED - - Q 8
-- " CLEAN FILL -- - -1 Engineer
EA -- I — --
-I =- 1fi-: 1Joseph Fischetti P.E.
(2)#4 CONTINUOUS REBAR 1725 Hobart Rd, Southold NY 11971
631 7652954
I I J r
I y l I I
;I I I I
, � 1 '� I 'III ( I
1. APPLY 314II THICK FIR COX SHEATHING OVER ROOF FRAME
+..a.
a��onNoaaw� ze« I I I
��TM Scale 1/4 - 1
2. APPLY METAL DRIP EDGE ON ANY UNDERLAY ALONG RAKE EDGES AND DIRECTLY TO DECK
ALONG EAVES
(ALi6UL1i1VIVE.)/l6'0.50.) J if
�._
wB�w9LL .E"� � I I I I i I 1 .,I 3. USE ICE & WATER BARRIER UNDERLAYMENT WITH ASPHALT ROOFING OVER ENTIRE ROOF.
TYPICAL WINDOW OPENING N.10— I
PANEL SPAN EQUAL OR SMALLER zn.EnOnaBoMwriex"em =r« I i 4jr
THAN 4 FEET
TYPICAL DOOR OPENING 4. 5HEATHING MUST BE DRY AND CLEAN PRIOR TO INSTALLING UNDERLAYMENT
PANELSPAN GREATER THAN 4 FEET Ru"v�nxvvoo, nmffi '"ITM"B' $OPpfG
AND EQUAL OR SMALLER zian,eaFzwzm sr11s�"""na
THAN 6 FEET OB BKµ�z[OB0.i0 wi wnwvcs ^N�10^ rac
MILS 0 Y-0.04
rro.Iew000-sacws A3
TYPICAL MULTIPLE OPENINGS
PANELSPA AND
R THAN 6 MALLERFEET .a..� 5. INSTALL ASPHALT ROOFING AS PER MANUFACTURERS WRITTEN INSTRUCTIONS.
AND EQUAL FEET
BNsm w+oroa wn" ze•«
THAN 8 FEET zn.�eFn"ezr�n
WIND-BORNE DEBRIS PR_OTECT_ION_ FOR WOOD STRUCTURAL PANEL_
AS PER SEC.1609.1.2,2015 IBC:ALTERNATIVE FOR OPENING PROTECTION(IF NOT USING IMPACT GLAZING) G UTTE R5 WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16" 6. , DOWN 5 P O U T5, D RYW E L L 5 TO BE INSTALLED A5 REQUIRED. GUTTERS A N D
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.EREFER TO L OPENINGS
16 MUST,I6VE DE AND TABLE RE UPGRADES
OF N.Y.S.RESIDENTIAL DOWN 5 F O U TS O F NEW ADDITION TO DRAIN INTO NEW 8' x 2' DEEP D RYW E L L.
CONSTRUCRON 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 MARKED FOR WHAT OPENING IT IS TO COVER.
HARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION.
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 4 RIGAS
RAFTER WALL STUD
CRIPPLE STUD BOTTOM PLATE DESIGN/BUILD
RIDGE
END
HEADER LEDGER BATHTUB
DOUBLE JOIST
SIDEWALL
RAFTER
JACK STUDS
FLOOR USP NUMBER DESCRIPTION APPLICATION
HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS Joseph �ischetti, P. �.
1ST. ADS5 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 NUMBER DESCRIPTION APPLICATION LOCATION USP NUMBER 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 TOP JOIST DIRECTION WITH (2) JOISTS. UNDER WALL.
ANCHOR PLATES OF 1ST. FLOOR. CONNECT THROUGH
2ND. ADS5 ALL OPENINGS LSTA12 1-1/4"x12" 20ga. STRAP APPLY TO EACH JACK STUD ROOF LSTA24 1-1/4"x24" 20ga. STRAP PE FOR JOIST N07 DIRECTLY UNDER PARALLEL WALLS, PROVIDE
PPLY OVER RIDGE TO EACH RA 2x6-2x8 LS26 18go. SLOPE HANGER PPLY TO EACH RAFTER / LEDGER PROFESSIONAL ENGINEER
E FLOORS TO EACH OTHER W/ THREADED ROD. ALL OPENINGS RT3 OR RT71 TYDOWN ANCHOR JAPPLY TO EACH CRIPPLE STUD 2X10 LS210 18ga. SLOPE HANGER PPLY TO EACH RAFTER / LEDGER BLOCKING 024"OC
WALL STUD
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 tIEN
IN
TION
' " •' ' ' •' SIDEWALL FLASHING 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 11/21/23
AND ALL WINDOW DOOR OPENING JACK STUDS AT WALL -- MAINTAIN GAP ATTIC SHALL BE PROVIDED WITH A FASCIA
0�5
/ 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
INSTALL 4'0" O.C. �,'� SHALL BE COVERED WITH CORROSION- ONTIN. SCREENED VENT
4" - 8" LSTA24 1-1/4"x24" 20ga. STRAP AND JACK STUDS RESISTANT METAL MESH WITH MESHNTIN. SOFFIT/ EXT. PLYWOOD
ON ALL OPENINGS PROVIDE HEMMED EDGE AT OPENINGS OF 1A INCH IN DIMENSION.
INSTALL 4'0" O.C. FLASHING TO FORM CHANNEL LOCATION JUSP NUMBERI DESCRIPTION JAPPLICATION I SOFFITED EAVE
AND SO AS TO MAINTAIN AIR
B" - 14" LSTA30 1-1/4"x3O" 18go. STRAP AND JACK STUDS GAP TO PREVENT CAPILLARY CONNECT TC
ON ALL OPENINGS / ACTION 4" - 6" RAFTER RT10 10-3/4" x 18go. TYDOWN ANCHOR EACH RAFTER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND
CONNECT TC
INSTALL 4'0" O.C. ` ROOF VENTILATION / OVER BEARING WALLS AND HEADERS
14" - 16" LSTA36 1-1/4"06" 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 WALL
ROOFING LAPS BASE NEW DEN ADDITION
FLASHING 4 INCHES
BASE FLASHING WRAPS CORNERS, RAFTER RIDGE CAP OF SAME & DECK
EXTENDS UNDER SHINGLES AT I MATERIAL AS ROOFING
SIDES 4 INCHES AND LAPS NAILED TO SHEATHING
SHINGLES AT BASE MIN. 4 INCHES THROUGH VENT
WOOD JOIST
500 Glenn Road
TOP PLATE
SIDE WALL FLASHING GIRDER/HEADER Southold NY 11971
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 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 TO A FLUSH HEADER TO BE SUPPORTED WITH
ON ALL OPENINGS CONNECT EACH RIDGE VENT FOLDS FROM PEAK TO ALLOW FREE THE PROPER STEEL CONNECTOR.
INSTALL 4'0" O.C. RAFTER TO PLATE CONFORM TO SLOPE AIR PASSAGE
RAFTER/PLATE RT15 TYDOWN ANCHOR OVER RIDGE TO 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 PROJECT TEAM.
ON ALL OPENINGS PLATE/WALL SPTH4 STUD PLATE ANCHOR PLATES TO EACH STUD
OBL. SILL PLATE
TERMITE SHIELD I �—SUB FLOOR
SILL GASKET WOOD JOISTS
GASKET .� Designer/Builder
TYP. CONC. FOUNDATION ^ ` CONC. SLAB NEOPRENE . 2z6 /2x8 CONTINUOUS WOOD PLATE
DAMPPROOF EXTERIOR 6 MIL. POLY V� I BOLTED TO STEEL BEAM WITH
6MIL POLY ON EXTERIOR _ '
GRANULAR FILL
• V STEEL COLUMN �•4 . 1/2 " DIA. BOLTS 048" o.c. STAG.
A '
CONC. SLAB •p Gee ROOF JACK %% STEEL BEAM RIGAS CO
�
'I.e n �.� �� I I'ANCHOR BOLT EMBEDMENT: ".
COMPACT FILL ! POURED CONCRETE: 7" `, 4" x AND
x T STEEL 22260 main road orient n 11957
•� V � � � � • e � TOP AND BOTTOM PLATE
BLOCK WALL: 15" ROOFING LAPS e
KEYWAY FOOTING e V p
� a 4 � � FLASHING AT WITH 1/2" x 6" ANCHOR BOLT
�•�a 44-a a CONC. FTG. •p Q•p L s' USE WITH 3x3 SQUARE WASHERS SIDES AND TOP 1/2" GROUT
IfANCHOR BOLT CONNECTION (USP LBPS58 OR BP583) 631 3238022
�' c@rigasco.com
3" STEEL COLUMN
p � REINFORCING BAR ANCHOR BOLT CONNECTION FOUNDATION /8" DIA. ANCHOR BOLT � I �
DRAIN TILE p • SUPPORTING MAXIMUM SPACING FLASHING LAPS ( 10 KIPS )
SILL PLATE TO FOUNDATION ROOFING AT BOTTOM
CRAWL SPACE OR FOUNDATION 1 STORY 72" OC
TYPICAL CONC.NEEDED
FOUNDATION. APPLY PILASTERS SILL PLATE TO FOUNDATION 2 STORIES 36" OC TYPICAL BEAM DETAIL
WHERE NEEDED FOR STRUCTURAL BRACING. MIN. 3" STEEL COLUMN ANCHORED TO 24"x24"x12" CONC. FTC. CRAWL SPACE OR FOUNDATION STEEL/ BOTTOM BEARING
ALL BOTTOM PLATE TO FOUNDATION 1-2 STORIES 57" OC ROOF JACKS & VENTS DETAIL Engineer
SLAB-ON-GRADE
�—SUBFLOOR
CONC. SLAB I DOOR FRAME 6X6 10/10 Joseph Fischetti, P.E.
COMPACT FILL DOOR G FILL � GE JOIST
USE 2X8 STEEL BEAM 1725 Hobart Rd, Southold NY 11971
FOR BLOCKOUT
4" SLAB 631 7652954
P.T. PLATE '•, W/ 6X6 WMM \I SLOPE
4"DRIVEWAY NOTCH JOIST AND ADJUST HEIGHT
• 1/2" AIR S�E < 1 � • • 7 1 �• (WITH A NAILING PLATE IF NEEDED)
4• n• • e TO BE APROX. 1/2" OR HIGHER THAN
' � `,••4f'" AT END AND �• '. :� •.
ES OF WOOD ,C . •_• STEEL BEAM TO ALLOW FOR SHRINKAGE
PROVIDE STRAPPING TO KEEP JOISTS ALIGNED GRADE ' Q •�'--a--'r--ar--•--, E
. . C BEAMS eA 0' e6 ( )
4 A AC6X6 W.W.M. Q;-d ^•� a- e�•� ��I ' rSUBFLOOR
M �!•� �•p /�•� .e111" NOTCH BEAM FOR MUDSILL IF REQUIRED -- MAXIMUM I a ^ e II—II
•� a REINFORCING BAR : •. NOTCH EQUALS 1/4 DEPTH OF BEAM ' �0 e e e e IST
.O ► REINFORCING BAR � • o•• e '
DRAIN TILE I� ►I d
12" 's . SHEET METAL / 30# FELT UNDER BEAM AT POINT • �)•� �• �•& STEEL BEAM
OF CONTACT WITH CONCRETE OR CONC. BLOCK _
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
,dry, ry
aR
A4
WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS
4"MAX.
DECKING
GIRDER DECKING 4"DIA.MAXIMUMRIGASEXTERIOR DECK JOIST DECK JOIST
WALL
Z
1/2"DIAMETER LAG SCREWS. GALV.OR SS. DESIGN/BUILD
THROUGH-BOLTS WITH WASHERS CONTINUOUS FLASHING.EXTENDED (2) M
OR5"LEOGERLOK SCREWS PAST JOIST HANGERS,CAULKED TO FLOOR CARRIAGE BOLTS Wf-H
PREVENT WATER INTRUSION LEDGER GIRDER
AND JOIST FLUSH ON TOP JOIST WASHERS AND NUTS
RIM BOARD CAULK TO PREVENT WATER SIMPSON CBS
INTRUSION LEDGER AND ANCHOR
JOIST FLUSH ON TOP
DECKING 1/2"DIA.EXPANSION BOLTS, f;.a a CONCRETE POST
EPDXY OR ADHESIVE(PER •�
FLOOR "MIN. MANUFACTURE INSTRUCTIONS)
�� r PIER DECK/PORCH RAILING
JOIST 1-5/8"MIN. w/WASHERS AND N 5
5'MAX. DECK)OISTS ••�; •• DECKING
C a �•
"MIN. ,• ir• DECKING DECKING Joseph Fischettl, F.E.
.•�'w� JOIST HANGER •� DECKJOISTS
►�t.� 2X ACQ LEDGER BOARD FOUNDATION WALL •�•,,.
�w•, DECK JOIST DECK JOIST RAILING
�•�'�' BLOCK FOUNDATION •►,�t•� JOIST HANGER
FOUNDATION ►• �, TO BE FILLGROUT ATED WITH A.,.,, "°�` PROFESSIONAL ENGINEER
WALL ,� LOCATION GIRDER
�•►i ♦ SIMPSON DTT2Z HOLD-DOWN
2X ACQ LEDGER BOARD
GIRDER GIRDER RIM BOARD
(MIN.2X8) DECKING
LEDGER BOARD TO RIM BOARD DETAIL LEDGER BOARD TO FOUNDATION WALL DETAIL
2"MIN.
I
5"MAX. DECK JOIST
THROUGH-BOLTS 2"MIN.THROUGH-BOLTS SHALL HAVE A DIAMETER OF 1/2'.PILOT HOLES FOR THROUGH-BOLTSSHALL BE 17/32'TO 9/16"IN DIAMETER.THROUGH-BOLTS REQUIRE WASHERS AT THE BOLT (2)12"GALV.OR S.S. 2X BLOCKING AT EACH POST
HEAD AND NUT. SIMPSON CC SIMPSON CBS CARRIAGE BOLTSWITH ATTACHED WITH lOd THREADED
EXPANSION AND ADHESIVE ANCHORS ANCHOR ANCHOR WASHERS AND NUTS NAILS TOP AND BOTTOMSTAGGER FASTENERS USE APPROVED EXPANSION OR ADHESNE ANCHORS WHEN ATTACHING A LEDGER BOARD CONCRETEPOST-TO-DECK CONNECTION
12"OC IN 2 ROWS TO A CONCRETE OR SOLID MASONRY WALL AS SHOWN IN LEDGER DETAIL.EXPANSION PIER
AND ADHESIVE ANCHOR BOLTS SHALL HAVE A DIAMETER OF 1/2".MINIMUM SPACING AND
0 0 0 2"MIN. 5-1/2"MIN.FOR 2X8 EMBEDMENT LENGTH SHALL BE PER THE MANUFACTURER'S RECOMENDATIONS.ALL
0 6-12'MIN.FOR 2X10 ANCHORS MUST HAVE WASHERS
5'MAX.11 III MIN.FOR 2X12 LAG SCREWS 4"MAX. 11/21/2 3
ROUGH BOLT. K
O O o 3/4"MIN. LAG SCREWS SHALL HAVE A DIAMETER OF 1/2'.LAG SCREWS SHALL HAVE PILOT HOLES
W 2"MIN. LEDGER LAG SCREW,TH DRILLED WITH 5/16"DIAMETER HOLES.ALL LAGS SHALL BE INSTALLED WITH WASHERS.
OR ANCHOR WITH WASHER LAG BOLTS SHALL HAVE 14/2"UNTHREADED SHANK.LENGTH MUST PENETRATE BEYOND
RIM BOARD A MINIMUM 12'.JAG SCREWS AND WASHERS MUST BE GALVANIZED OR S.S. CONCRETE
LED(
SCREWS PIER 4"DIA.MAXIMUM
LEDGERLOK SCREWS SHALL BE A MINIMUM LENGTH OF 5".LEDGERLOK SCREWS SHALL NOT
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 I-3/4"
FROM TOP AND BOTTOM EDGES.
24"X24"X12"CONC.FTG. HANDRAIL NOTES:
Y BELOW GRADE All required handrails shall be of one of the following types
(ALT.:BIGFOOT FOOTING) or provided equivalent graspability. Z
f
1).Type I.Handrails with circular cross section shall have an
outside diameter of at least 1-1/4 inches and not greater
than 2 Inches.If the handrail Is not circular It shall have a
36"MIN. perimeter dlmenslon of at least 4 inches and not greater
than 4 Inches with a maximum cross section of NEW DEN ADDITION
dimension of 2-1/4 Inches.
FLOOR SHEATHING NAILING AT 12'DIAMETER LAG SCREWS, ATTACH TO WOIST 12"DIAMETER LAG SCREWS,
6"MAXIMUM ON CENTER TO THROUGH-BOLTS WITH WASHERS WITH A MINIMUM THROUGH-BOLTS WITH WASHERS 2).Type It.Handrails with a perimeter greater than 6-1/4
JOISTS WITH HOLD DOWN OR 5"LEDGERLOK SCREWS SIMPSON DTT2Z HOLD-DOWN Of(19)8d NAILS OR 5'LEDGERLOK SCREWS SIMPSON DTT22 HOLD-DOWN & DECK
Inches shall provide graspable finger recess area on both
sides of the profile.The finger recess shall begin with a STAIR RAILING
distance of 3/4 Inch measured vertically from the tallest
7GIRDER
• ' • • ' ' ' ' ' ' Isportion of the profile and achieve a depth of at least 5/16
SOLIDSAWN DECK I1015T5 J��T p°inch within 7/8 inch below the widen rtion of the1-12"SPACE
FLOOR JOISTS JOIST profile.The required depth shall continue for at least 3/8
inch to a level that is not less than 1-3/4 Inches below the MINIMUM
THREADED ROD MAY BE • • • • • THREADED ROD MAY BE tallest portion of the profile.The minimum width of the 500 Glenn Road
SLOPED UP TO1:12 MINIMUM 2X6X36" SLOPED UPTOHi handrail above the recess shall be hall Inches to a
AWAY FROM THE HOUSE ATTATCHED TO JOIST AWAY FROM THE HOUSE maximum.0 2-3/4 Indses.Edges shall have a minimum HANDRAILS WEB WITH06)10dNAILS LJOIST HANGER GIRDER radlus�D.D,,�the�. Southold NY 11971
LJOIST HANGER AND CLINCH
BALUSTERS
10d THREADED NAIL OR 810 WOOD SCREWS,
16"OC EQUAL OR GREATER THAN 3"LONG,
STAGGERED IN LATERAL LOAD DEVICE WITH JOISTS PARALLEL TO DECK JOISTS (PROVIDE IN (2) LOCATIONS IN DECK) OPEN BALUSTER ATTACHED TO WALL
PROJECT TEAM:
• • HANDRAIL CONNECTION
ALL HANDRAILS SHALL BE CONTINUOUS THE FULL LENGTH
OF THE STAIRS. HANDGRIP PORTION OF ALL HANDRAILS
IF BEAM IS CONSTRUCTED WITH 3 MEMBERS (2)THREADED NAILS OR SCREWS AT EACH END OR SHALL NOT BE LESS THAN 1-1/4"NOR MORE THAN TIN
6 FT.MIN.EXTENT OF BLOCKING ATTATCHED OUTSIDE MEMBER TO THE SPLICE END;SPLICES SHALL BE LOCATED ONLY OVER
INSIDE MEMBERAS SHOWN. INTERIOR POSTS CROSS SECTIONAL DIMENSION.OR THE SHAPE SHALL
PROVIDE AN EQUIVALENT GRIPPING SURFACE
ATTACH BLOCKING TO DECKWITH 1/2'DIAMETER LAG SCREWS, BEAM ASSEMBLY DETAIL Designer/Builder
10d NAILS AT 4"O.C.STAGGERED THROUGH-BOLTS WITH WASHERS
OR 5"LEDGERLOK SCREWS SIMPSON DTT2Z HOLD-DOWN
I r STAIR TREAD
DECK I t RIGAS CO
lO1ST t t RIM BOARD
THREADED ROD MAY BE ' I STRINGER 22260 main road, orient ny 11957
SLOPED UP TO 1:12
MINIMUM 1-1/2"THICK FLOOR JOISTS AWAY FROM THE HOUSE
L631 3238022
BLOCKING.BLOCKS MUST (SOLID OR WOOD-1) GIRDER
FILL BAY AND FIT SNUGLY JOIST HANGER JOIST
c@rigasco.com
GIRDER/HEADER STRINGER TO DECK/PORCH CONNECTION
LATERAL LOAD DEVICE WITH JOISTS PERPENDICULARTO DECK JOISTS (PROVIDE IN (2) LOCATIONS IN DECK) Engineer
SPLICED JOISTS OVER HEADER/GIRDER
CONNECT TY-DOWN ANCHORS TO EACH JOIST
CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA
GROUND WIND SEISMIC FROST WINTER ICE SHIELD NAILING SCHEDULE Joseph Fischetti, P. .
SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT FLOOD NAIL NAIL
LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED HAZARDS JOINT DESCRIPTION NOTES STRINGER
Qn. =PAGING 1725 Hobart Rd, Southold NY 1197
JOIST TO: PER TOE ®16"
MODERATE SLIGHT TO 4.sd COMMON (2)THRU-
20 PSF 130 B SEVERE 3 FT. - SILL.TOP PLATE OR GIRDER JOIST NAIL 631 765
TO HEAVY MODERATE 11 NONE BRIDGING 2.8d COMMO EACH TOE BOLTS
TO JOIST END NAIL PB44 POST 0 4
BLOCKING EACH TOE ANCHOR
TO JOIST 2.8d COMMON END NAILBLO WOOD JOIST •. Y PIER 6'TREAD
1). ALL FRAMING,CONSTRUCTION,COMPLIANCE TO BE PER 2015 IRC,2016 NYS UNIFORM SUPPLEMENT L OR RING PLAT
3-16d EACH TOE e•
COMMO
SILL OR TOP PLATE BLOCK NAIL w••�
LEDGER STRIP EACH FACE GIRDER/HEADER " t C(AS REQ1B 4* t'
2). ALL FRAMING MATERIAL TO BE N1 ACQ PRESSURE TREATED LUMBER. TO BEAM 3-I6d coMMo JOIST NAIL •4'►
WOOD JOIST 'O�• •�:•A
JOIST ON LEDGER PER TOE
3). ALL FASTENERS,HANGERS,AND ANCHORS TO BE GALVANIZED OR STAINLESS STEEL. 3-Bd COMMON , ' CONI :.'� DECK PIER
TO BEAM JOIST NAIL
BAND JOIST PER END 4' CONC. ���; PER PLAN
3-16d COMMO 3,'0" !M• PIER
4). ALL PIERS AND FOOTINGS TO BE 3 FOOT BELOW GRADE. rot IST 1PER NAIL FLUSH JOISTS WITH HEADER/GIRDER �;:
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 4!
THE PROPER STEEL CONNECTOR. ;e♦ r�t
IF ABLE,SET FIR JOISTS APROX.1/4"HIGHER THAN LVL HEIDERS
6). FLASH ALONG HOUSE WALL,OVER LEDGER WITH MIN.10'FLASHING. TO ALLOW FOR SHRINKAGE.
^'ry
—.✓
A5
- WIND FRAMING NOTES NAILING SCHEDULE PLAN CONTENTS:
GENERAL NOTES
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. JOINT DESCRIPTION NOTE NAIL NAIL , BUILDING USE RESIDENTIAL DWELLING
When a collar tie is used in leu of a ridge strap,the number of 10d common nails required QTY. SPACING (SEE PLANS)
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:3-8d COMMON EACH TOE-NAIL BUILDING HEIGHT SEE PLANS
TOP PLATE 10'WALL:4-8d COMMONRAFTER TOTAL SQ.FT.OF CONSTRUCTION ( )
1).The Information within this set of construction documents is related to basic design 2).RAFTER-TO-WALL ASSEMBLY: DESIGN CRITERIA UNIFORM CODE
CEILING JOIST 8'WALL:3-8d COMMON EACH ( ) 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 TO TOP PLATE 10'WALL:4-8d COMMONJOIST TOE-NAIL
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,CROSS SECTION,DETAILS,AND GENERAL NOTES RIGAS
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 DESIGN DEAD LOAD(PSF)R301.2.2.2 ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS R301.7
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(NO STORAGE) 10 EXTERIOR(LIGHT FRAME)WOOD WALLS 15 RAFTERS GREATER THAN 3:12 PITCH LA80
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 14 (NO FINISHED CEILING) DESIGN/BUILD
OVER PARTITION WFCM-SBC LAP NAIL HABITABLE ATTICS AND 30 INTERIOR(LIGHT FRAME)WOOD WALLS 10 INTERIOR WALLS AND PARTITIONS W180
m The General Contractor is responsible for ensuring that all work and construction 3).WALL-TO-WALL a WALL ASSEMBLY: COLLAR TIE AS PER TABLE 3.4 EACH FACE ATTICS WITH FIXED STAIRS INTERIOR(LIGHT FRAME)STEEL WALLS 5 FLOORS 1/360
meets current federal,state,county and local codes,ordinances and regulations,etc. Wall studs above and studs below a floor level shall o attached with with
connections in EXTERIOR BALCONIES AND DECKS ao
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 WFCM-SBC END NAIL MASONRY WALLS(8"THICK) 80 CEILINGS(PLASTER,STUCCO) L1241_1360
FIRE ESCAPES � CONCRETE WALLS(6-THICK) CEILINGS GYPSUM
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 2-8d COMMON EACH TOE GUARDS AND HANDRAILS 200 ) 85 (GYPSUM) U240
SIP WALLS 10 ALL OTHER STRUCTURAL MEMBERS
accordance with table 3.3. TO RAFTER END NAIL L/240
GUARD IN-FILL COMPONENTS 50 VEHICLE GARAGES(R301.5)PER 20 SQ.IN.2000Ibs EXTERIOR WALLS(PLASTER,STUCCO) 1-1/360
3).Dimensions shall take precedent over scaled drawings. RIM BOARD EACH END PASSANGER VEHICLES 50
2-16d COMMON EXTERIOR WALLS(BRITTLE FINISHES) H/240
(DO NOT SCALE DRAWINGS). 4).WALL ASSEMBLY TO FOUNDATION:
TO RAFTER END NAIL NON-SLEEPING ROOMS 40
First wall studs shall be connected to the foundation,Sill plate,or bottom plate with uplift EXTERIOR WAILS(FLEXIBLE FINISHES) H/120 Joseph �I S G h e tt I F. E.
NAIL NAIL
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: STAIRS SLEEPING ROOMS 3300 LINTELS(SUPPORTING MASONY WALLS) U600 I
responsibility for construction coordinating with these plans,nor responsibility for foundation and slab-on-grade,15 inches in masonry block foundations,or lapped under
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
TOP PLATE TO PER FACE NAIL EXPOSURE CATAGORY (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, 2-16d COMMONLOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION PROFESSIONAL ENGINEER
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
5).Refer to the Window and Door schedule for exterior openings. corners. TOP PLATES AT JOINTS FACE ROOF-FOUNDATION DETAIL PAGE&GENERAL NOTE PAGE
INTERSECTIONS 4-16d COMMON EA.SIDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE
6).The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5).TYPE I EXTERIOR SHEARWALL CONNECTIONS: STUD TO 24" FACE EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE
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 STUD 2-16d COMMON O.C. NAIL Sym.:
attached with 8d common nails at 6"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.
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) 19 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 II 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 $EI 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. FLOOR FRAMING: SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT HAZARDS
7).INTERIOR SHEARWALLCONNECTIONS: 20 PSF 130 B SEVERE /^ /^
LJ
Allowable sidewall lengths provided In table 3.14 shall be permitted to be increased when QTY. SPACING 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 NAIL NAIL NOTES
3 FT. 17 NONE LJ
2.4.4.2 and 2.2.4 respectively. MODERATE SLIGHT TO
3).Provide 1/2"expansion joint material between concrete slabs and abutting JOIST TO: PER TCE TO HEAVY MODERATE -
concrete or masonry walls occuring in exterior or unheated interior areas. 8).CONNECTIONS AROUND EXTERIOR WALL OPENINGS: SILL,TOP PLATE OR GIRDER 4-8d COMMON JOIST NAIL ROOF SHEATHING REQUIREMENTS FOR WIND LOADS"
Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING EACH TCE
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 COMMON END NAIL SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE
Wi
be installed with#5 re-bar,18"long at 12"o.c..Use approved epoxy for Installation. 3.5. BLOCKING EACH TCE AT PANEL EDGES SUPPORTS IN THE PANEL FIELD NOTES
5).Unless otherwise noted,all slabs on grade to be 3000 s.L..Concrete to be 2-8d COMMON4'PERIMETER EDGE ZONE 8d COMMON 6"O.C. d COMMON 6"O.C. SEE NOTES:1,3
g P• TO END NAIL C° C°�
poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing.Interior slabs 9).CATHEDRAL CEILING ASSEMBLY: SEE NOTES:1 B
BLOCKING TO: EACH TCE (BOTH FIELDS)
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 3-16d COMMONINTERIOR ZONE 8d COMMON @ 6"O. 8d COMMON @ 12"O.C. NOTE:2 FOR PANEL FIELD
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
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:13
6).Crawl spaces to be provided with a minimum 18"x24"access opening.Install one 3-16d COMMON
attached with the above requirements. TO BEAM JOIST NAIL
8x16 cast iron foundation vent for every 150 sq.ft.of area. NOTES NEW DEN ADDITION
JOIST ON LEDGER PER TCE
7).Dampproof exterior of foundation with bituminous coating as required by current DECK AND COVERED PORCH NOTES: 3-8d COMMON
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 & DECK
the below grade portion of exterior walls prior to backfillin . All fasteners,hangers and anchors to be galvinized or stainless steel. TO JOIST 3-16d COMMONJOIST NAIL g P P g 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: 2-16d COMM011, PER TOE MAIL the 4 foot perimeter edge zone attachments required shall be used.
Girders on concrete piers shall be anchored with proper steel connectors anchored SILL OR TOP PLATE FOOT SEE NCTE:1
2).Tabulated a inch 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.
For framing members with<0.42<G<0.49,the nail spacing shall be reduced to 6 inches o.c. 500 Glenn Road
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 Southold NY 11971
below grade.Porches with covered roofs shall have 12"dia.concrete piers for the girders. STRUCTURAL PANEL 8d 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: NAIL SPACING NAIL SPACING AT INTERMEDIATE
SHEATHING LOCATION 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 Q� SPACING SEE NOTES:1,3(BOTH FIELDS)
4'EDGE ZONE Sd COMMON @ 6"O.C. 8d COMMON @ 12"O.C.
where needed. GYPSUM 7" O.C.EDGE NOTE:2 FOR PANEL FIELD
4).Unless otherwise noted,all bearing wall headers to be(2)2x10#2+BTR.Doug.Fir. 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. d COMMON @ 12"O.C. SEE NOTE:3
6).Concrete piers shall be a minimum 6"above grade.
openings.LVL headers to have(3)jack studs and(2)full length studs on each side of WALL SHEATHING: PROJECT TEAM:
7).All
openings.Bearing wall window sills shall also have(2)window sill plates for 2x4 wall joists to be supported with hangers and anchors.Each Joist shall also be anchored NOTES
openings between 41 and 60 and 2x6 wall openings between 511 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
8).Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL Bd COMMONAS PER TABLE 3.9 1).For wall sheathing within 4 feet of the corners,the 4 foot edge zone attachment requirements shall
5).All flush beams headers to be installed with heavy duty galvanized hangers and PANELS WFCM-SBC
anchors where applicable to all connecting joists. PLUMBING NOTES 7/16"OSB 6d COMMON3"O.C.EDGE
be used.
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 Designer/Builder
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.
Sd COOLERS
on plans. WALLBOARD 10"O.0.FIELD
2 Verify septic stem 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.
7).Provide 2-1-3/4"thick mlcrolams(height to match floor joists)around stairwell and/ r ) h P SY g P PP FLOOR SHEATHING: R I GAS C O
other access openings unless otherwise noted(typical).
3).If wall studs,plates or joists are cut out during installation for any plumbing related work, NAIL NAIL
provide adequate bracing and plates to protect and secure the structure.Verify with the JOINT DESCRIPTION 1).PROVIDE 5/8"TYPE-X SHEETROCK FIRE STOPPING AT 10-0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. ,J
8).Dormers running up roof rakers are to be supported by double rafters on either side P q g P P f5 QTY. SPACING 2).USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. 22260 main roan, orient ny 11957
where applicable unless otherwise noted. state code and manufacture's recommendation for maximum hole size and spacing permitted. 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 I"OR LESS 8d COMMO ,2"O.C.FIELD (5.7 SQ.Fr. FLOOR) 631 323 8022
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 W8115, NYS Residential Code R302.11-FIREBLOCKINGREQUIRED c@rigasco.com
g 1).Mechanical subcontractor is responsible for adhearing to all applicable codes and safety NOTES: FImblocking 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. 1).In concealed spaces of fd walls and partitions,Including furred spaces,at the ceiling and floor
equipment supplier. levels.Concealed horizontal furred spaces shall also be Rreblocked at Intervals not exceeding 10
11).Unless otherwise noted,all roofs and walls to have a minimum 1/2"thick,4-ply Fir 1) on-center at the panel edge.If wall sheathing.Nailing requirements re are based on wall sheathingfeet.Batts or blankets of mineral or glass fiber shall he allowed as flreblocking In walls constructed
3).HVAC subcontractor to provide final
CDX exterior sheathing grade plywood.Plywood to cover over plates and headers. system layout drawing and submit it to the General nailed 6" SOIL COMPACTION: using parallel rows of studs or staggered studs. EngineerContractor 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 callings.
ELECTRICAL NOTES shear capacities,nailing requirements for structural REMOVE AND ADD ADDITIONAL FILL AS NEEDED.
:
adhered with PL400 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. such as shear plates,shall be used to maintain Toad path. 2).COMPACTION OF NEW FILL SHALL BE AT LEAST 95%PROCTOR under stairs shall comply with current N.Y.S.Residential Code.
1).A11 electrical t0 be installed as per N.Y.S.Residential Construction Code. DENSITY(PER ASTM D 698 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 Joseph F i S C h ett i P.E.
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. ,J ll
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. 1 725 Hobart
L Rd Southold NY 11971
3).All electrical work to comply with 2014 NEC. to be reduced tot-16d nail per foot. INCLUDING suBFLooR.Is coMPLETE. r
14).All roof with a pitch less than 4:12 shall be installed with an Ice&Water barrier or 631 7652954
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 JEXTERJOR FIBERGLASS COLUMNS TO BE HB&G
be installed with a foam sill gasket and cop-r-sex termite shield or approved equal. OR APPROVED EQUAL INSTALL WITH CAP
AND BASES.USE WITH FLASHING CAPS TO
COVER TOP
A6