HomeMy WebLinkAbout50864-Z NORTH VIEN EXI5TING 4-5
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50ALE 1/5" = 1'
RIGAS
® ® DESIGN/BUILD
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® ® as'--------- Joseph i=ischetti, F. E.
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�N010 S PROFESSIONAL ENGINEER
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11111111111111111111# �0 S300o ITV H1I/Vi �i��;-; = N 7/22/22 - Drawn
4/15/24 - As Built
OCCUPANCY OR
USE IS UNLA� UL
WITHOUT CERTIFICATE
ERTIFIC As Built
EAST VIEN _ OF OCCUPA ATE Garage / Mudroom
- NCY
SCALE 1/8" = 1'
==T- 32800 Main Road
Orient NY 11957
1 PROJECT TEAM:
L� T
ILI Designer/Builder
0000 0000 0000 0000 -� RIGASCO
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-= 22260 main road, orient ny 11957
W 631 3238022
c@rigasco.com
fill;
Engineer
Joseph Fischetti, P.E.
1725 Hobart Rd, Southold NY 11971
631 7652954
EXI5TINCG 5OUTH VIEIN
SCALE 11F = 1'
Additional
Certification
N Elul May Be Required. Scale as Noted
Al
` 10, 2b'
RIGAS
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I - -in - - - - - - - - - - - - - - - - -• - - - - - - - - - - - DESIGN/BUILD
L- - - - - - _ , 1 ry N I NEW GARAGE
I F-. - - - - - - - - - I I
I I New Mudroom v
Crawlspace I I _ Joseph Fischetti, P.E.
Existing �j
Basement C I wl pace I I PROFESSIONAL ENGINEER
IAGGisS
I I
Footings Y x 16"with (2)#4 rebar, 3000 psi, and
I I I Keyway(2x4), to rest on undisturbed soil
Foundation walls 8" thick with (2)#4 rebar one I -
�. I top and one middle
4" concrete slab over compacted soil and RCA I 3
- - - - - - - - - - - - - - - - - - I - 7/22/22 - Drawn
base with wire mesh and expansion joints
I I 4/15/24 - As Built
I I
I I
I
As Built
L — — — — — — — — — — — — — — — — — — — — — — — — — — — Garage / Mudroom
32800 Main Road
�< o. C��I''"�'� � FOUNDATION PLAN
Orient NY 11957
56ALE 1/4" = 1'
PROJECT TEAM:
2S' Designer/Builder
2642DH 26420H 26420H
10, RIGAS CO
3x 2x8 3x 2x5 3x 2xb 22260 main road, orient ny 11957
26420H NEW GARAGE F- — — — — — — — 631 3238022
c@rigasco.com
Stacked 3x 2x8
7�j
n Laundry 1 A / 1�
(relocated from Fl*rc rvaration
v bsmt) �'gUired as per I � I � Engineer
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Closet b' ,�2" I NYS bode I m
3'-b" � I I I Joseph Fischetti, P.E.
2668 @ 2668
'7 -2xb ACQ Sill Plate with Termite Shield& y 1725 Hobart Rd, Southold NY 11971
Existing HOU58 X Sill Seal :o I I 631 765 2954
m Mudroom/ CA -2xb Stud Wall with 3/4"GDX Sheathing,
m '
Foyer Blueskin Underlayment and Cedar Siding L — — — — — — — —
3x 2x8 Insulation and Fire Proofing shall meet all
3068 code requirements Ln
~ — — — — — — —
-Windows and Doors shall meet all glazing r —
26420H and code requirements '-
U P -Plumbing and Electrical shall meet all
code requirements
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x
Scale as Noted
i� I I •
m X
L — — — — — — — —
FLOOR PLAN A2
5GALE 1/4" = 1'
N 28'
10'
RIGAS
� — — — — — — —
DESIGN/BUILD
12 O
5 U O (3j 12 1 1
A Z
Existing House 2x10 OF#2 Ridge LL 8 1 I Joseph Fischetti, P. E.
a
12 1 1 PROFESSIONAL ENGINEER
LL
— — — — — — —
2K12 DF#2 Ridge
I— — — — — — — —
7/22/22 - Drawn
v
12 I 1 4/15/24 - As Built
v -Asphalt Roofing Shingle over full Ice&
v
CA Water Barrier on 3/4"COX 5h;athing 8
0
[71
X
- - - - - - - - As Built
Garage / Mudroom
ROOF PLAN
32800 Main Road
SCALE 1/4" = 1' Orient NY 11957
x �
_.,o,Fj, PROJECT TEAM:
3
8e,
Designer/Builder
RIGAS CO
22260 main road, orient ny 11957
631 3238022
2
r2' c@rigasco.com
0 0 0 0 ��ii�2' 0 0 0 0 :12'
2"
0 0 0 0 •• Engineer
FASTENER TYPE: SPACING:
1lf�t 11(�7
No.B WOOD-SCREW
BASED ANCHOR WITH I6'OC
2In.EMBEDMENT LENGTH Joseph Fisc ettl,
SINK "BASED ANCHOR WITH 16"OC o o •• • 1725 Hobart Rd, Southold NY 11971
21n.EMBEDMENT LENGTH
1/41n.ft.LAGSCREW 63 7
BASED ANCHOR WITH 16,
OC
F.A.i. 21n.EMBEDMENT LENGTH
0
O• 3/4'APA PLYWOOD
SHEATHING
1/2'APA RATED SHEATHING
z l�z 1 r�z
GRADE PLYWOOD • • •• • •
(ALTERNATIVNE:7/16"O.S.B.)
0, o 0
1/2"APA RATED SHEATHING
3 GRADE PLYWOOD • O•
(ALTERNATMVE:7/16'O.S.B.)
FASTEN ER TYPE: SPACING:
2%4 DF#2
No.8 WOOD-SCREW STUDS
BASED ANCHOR WITH 10"OC
WINDOW SILL 21n.EMBEDMENT LENGTH
TYPICAL WINDOW OPENING No.10 WOOD-SCREWS
BASED ANCHOR WITH 12"OC
PANEL SPAN EQUAL OR SMALLER 2M.EMBEDMENT LENGTH
THAN 4 FEET 1/41n.d1a.LAGSCREW Scale as Noted
BASED ANCHOR WITH 16"OC Q Q
tin.EMBEDMENT LENGTH
TYPICAL DOOR OPENING
PANEL SPAN GREATER THAN 4=EET 2-2X4MULTIPLE PLY WUDS ASSEMBLIES FASTENER TYPE: SPACING:
w TO APRISVfD ANDE UAL OR SMALLER 2-ETHER STUDS CONNECTED No.8 WOOD-SCREW
TOGETHER WITH STAINLESS STEEL
Q OC
OR GALWNRED BOLTS W/WASHERS 21 EBASEMABEDMERNT GTH WITH 9"
1/ PER FOOT PITCH TO DRAIN �S C.I. SEF TI S"STS"v1 THAN 6 FEET AND NUTS 02'-0"O.0
No.10 WOOD-SCREWS
TRAP HO JSE
TYPICAL MULTIPLE OPENINGS An. ANCHOR 9 oc
An.EMBEDMENT LENGTH
PANEL SPAN GREATER THAN 6 FEET
AND EQUAL OR SMALLER GSCREW
BASED"' ANCHOR WITH 16"OC
THAN 8 FEET 21n.EMBEDMENT LENGTH
PLUMBING 5GHEMATIG WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL
NOT TO 5 GALE AS PER SEC. R301.2.1.2 NYS CODE: PROTECTION OF OPENING
WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS'MOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16" n
AND MAXIMUM PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION INONE-AND TWO-STORY BUILDINGS.PANELS SHALL BE PRECUT TO ,F�`
3
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 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 RIGAS
o RAFTER WALL STUD
ENDWALL CRIPPLE STUD BOTTOM PLATE
DESIGN/BUILD
RIDGE LEDGER BATHTUB
HEADER DOUBLE JOIST
SIDEWALL RAFTER
JACK STUDS
FLOOR USP NUMBER DESCRIPTION APPLICATION
HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS Joseph Fischetti, P• E•
1ST. ADSS 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.
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 EACH RAFTE 2x6-2x8 LS26 18go. SLOPE HANGER PPLY TO EACH RAFTER / LEDGER FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS, PROVIDE
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 2X10 LS210 18ga. SLOPE HANGER PPLY TO EACH RAFTER / LEDGER BLOCKING ®24"OC PROFESSIONAL ENGINE
WALL STUD
THROUGH-ROOF EXHAUST
VENTS SELECTED AND
LOCATED BY CONTRACTOR
METAL STRAP
CRICKET AT TOP-SIDE OF VENTILATION CHANNEL
CHIMNEY AS REQUIRED
RIM BOARD RAFTER
RAFTERS MAINTAIN
SILL PLATES WALL SHEATHING VENTILATION
( ) WOOD JOIST
' ' •• •• •• ' `• SIDEWALL FLASHING
CKING
FOUNDATION TOP PLATE 2x40LEDGER BLOCKING 7/22/22 Drawn
• - - - - - FINISH WALL AND MOISTURE
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 GUTTER
ROOFING TO AVOID SOAKING NOT LESS THAN 1/150 OF THE AREA OF
FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION WALL STUD THE SPACE VENTILATED. ALL OPENINGS WOOD GIRDER
INSTALL 4'0" O.C. �•. SHALL BE COVERED WITH CORROSION- ONTIN. SCREENED VENT 4/15/24 As Built
4" - 8" LSTA24 1-1/4"x24" 20go. STRAP AND JACK STUDS RESISTANT METAL MESH WITH MESH
ON ALL OPENINGS PROVIDE HEMMED EDGE AT OPENINGS OF 1/4 INCH IN DIMENSION. ONTIN. SOFFIT/ EXT. PLYWOOD
FLASHING TO FORM CHANNEL LOCATION USP NUMBER DESCRIPTION APPLICATION SOFFITED EAVE
INSTALL 4'C" O.C. AND SO AS TO MAINTAIN AIR
8" - 14" LSTA30 1-1/4"x3O" 18go. STRAP AND JACK STUDS GAP TO PREVENT CAPILLARY CONNECT TO
ON ALL OPENINGS / ACTION 4" - 6" RAFTER RT10 10-3/4" x 18ga. 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" 18ga. STRAP AND JACK STUDS 8" - 12" RAFTER RT20 1-1/8" x 20ga. TYDOWN ANCHOR EACH RAFTER SOFFITED EAVE DETAIL
ON ALL OPENINGS KEEP ROOFING NAILS OUT
/ OF FLASHING
2ND. FLO R WALL
ROOFING LAPS BASE FLASHING 4 INCHES \ As Built
RAFTER
BASE FLASHING WRAPS CORNERS, RIDGE CAP OF SAME MATERIAL AS ROOFING Garage u room
EXTENDS UNDER SHINGLES AT
SIDES 4 INCHES AND LAPS I NAILED TO SHEATHING
SHINGLES AT BASE MIN. 4 INCHES THROUGH VENT
WOOD JOIST
32800 Main Road
TOP PLATE GIRDER/HEADER Orient NY 11957
SIDE WALL FLASHING WOOD JOIST
1ST. FLOOR WALL STAPPING TO BE ATTACHED TO WALL STUDS 048"OC
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"x36" 18ga. STRAP AND JACK STUDS LOCATION USP NUMBERI DESCRIPTION APPLICATION PRE-MANUFACTURED KEEP SHEATHING MIN. 1-1/2"
RIDGE VENT FOLDS / ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH
ON ALL OPENINGS CONNECT EACH FROM PEAK TO ALLOW FREE THE PROPER STEEL CONNECTOR.
RAFTER/PLATE RT15 TYDOWN ANCHOR RAFTER TO PLATE OVER RIDGE TO AIR PASSAGE IF ABLE, SET FIR JOISTS APROX. 1/2" HIGHER THAN LVL HEADERS
INSTALL 4.0" O.C. CONFORM TO SLOPE
TO ALLOW FOR SHRINKAGE. & REDUCE BUMP OUTS
8" - 16" MSTA48 1-1/4"x48" 16ga. STRAP AND JACK STUDS CONNECT OVER OF ROOF
ON ALL OPENINGS PLATE/WALL SPTH4 STUD PLATE ANCHOR PLATES TO EACH STUD PROJECT TEAM:
DEL. SILL PLATE
TERMITE SHIELD �—SUB FLOOR
SILL GASKET WOOD JOISTS
• r NEOPRENE f CONC. SLAB GASKET 2x6 /2x8 CONTINUOUS WOOD PLATE
TYP. GONG. FOUNDATION ( A 6 MIL. POLY V� I BOLTED TO STEEL BEAM WITH Designer/Builder
DAMPPROOF EXTERIOR V 6MIL POLY ON EXTERIOR � STEEL COLUMN GRANULAR FILL • i 1/2 " DIA. BOLTS® 48" o.c. STAG.
�•p
• y I 1
•p A • d • a ' e' a ° ROOF JACK �`` •% STEEL BEAM RIGAS CO
v ♦ CONC. SLAB ANCHOR BOLT EMBEDMENT: „ III
COMPACT FILL " x 8" STEEL 22260 main road orient ny 11957
BLOCK WALL: 15" TOP AND BOTTOM PLATE- ! r POURED CONCRETE: 7" ,•,
•e V i I i � s ROOFING LAPS
• • • " ° FLASHING AT WITH 1/2" x 6" ANCHOR BOLT 631 3238022
KEYWAY FOOTING e y P C•Q a CONC. FTG. •p ,C Q•p L°' USE WITH 3x3 SQUARE WASHERS SIDES AND TOP •••• 1/2" GROUT
• ;O ANCHOR BOLT CONNECTION (USP LBPS58 OR BP583) c@rigasco.com
3" STEEL COLUMN
p REINFORCING BAR ANCHOR BOLT CONNECTION FOUNDATION 5/8" DIA. ANCHOR BOLT I ( 10 KIPS )
DRAIN TILE V • SUPPORTING MAXIMUM SPACING FLASHING LAPS '
SILL PLATE TO FOUNDATION ROOFING AT BOTTOM
CRAWL SPACE OR FOUNDATION 1 STORY 72" OC
TYPICAL BEAM DETAIL
TYPICAL CONC. FOUNDATION. APPLY PILASTERS SILL PLATE TO FOUNDATION 2 STORIES 36" OC
WHERE NEEDED FOR STRUCTURAL BRACING. MIN. 3" STEEL COLUMN ANCHORED TO 24"x24"x12" CONC. FTG. CRAWL SPACE OR FOUNDATION STEEL/ BOTTOM BEARING
ALL BOTTOM PLATE TO FOUNDATION S AB-ON-GRADE) 1-2 STORIES 57" OC ROOF JACKS & VENTS DETAIL Engineer
I r—SUB FLOOR
DOOR FRAME i Joseph FISChettl, P.E.
CONC. SLAB I
6X6 10/10 WWM GARAGE O--JOIST 1725 Hobart Rd, Southold NY 11971
COMPACT FILL DOOR
I usE 2xB STEEL BEAM 4' SLAB 631 765 2954
FOR BLOCKOUT
W/ 6X6 WMM \I • SLOPE
• P.T. PLATE 4"DRIVEWAY NOTCH JOIST AND ADJUST HEIGHT
1/2" AIR ACE < 1 • ° 7 1 - (WITH A NAILING PLATE IF NEEDED)
•��•� 1/ END AND 4• •" •p • s• :• •••� . TO BE APROX. 1/2" OR HIGHER THAN
GRADE • •a A'~--a"-"'-v--�--• • • •- e •i• BEAMS F WOOD • 0 • e 0 •• •� ( STEEL BEAM TO ALLOW FOR SHRINKAGE
ES O• �' PROVIDE STRAPPING TO KEEP JOISTS ALIGNED)
6X6 W.W.M. • • d e ='�I
12" • = a ' a a . p p a °0 SUBFLOOR
MIN. ° eC a e0 '• G'e �'A �'• •° _NOTCH BEAM FOR MUDSILL IF REQUIRED -- MAXIMUM • • „ a �—
•�, a e REINFORCING BAR i •, NOTCH EQUALS 1/4 DEPTH OF BEAM — e0 0•e,e••e a II-11
•O REINFORCING BAR e•• _ MOIST
DRAIN TILE 1� ►I a
12" ° OF CONTACTWITH CONCRETE OR GOING. BLOCK •_ G7 C•a C•° 1P STEEL BEAM
•' PLATE (BOLTED TO BEAM)
TYPICAL GONG. 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
Scale as Noted
.. ,.. i�
• �� A4
- NAILING SCHEDULE PLAN CONTENTS:
GENERALNOTES WIND FRAMING 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 NAIL NAIL NOT;S 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 BUILDING HEIGHT (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 (SEE PLANS)
• TOP PLATE 10'WALL:4-8ri COMMONRAFTER TOE-SAIL TOTAL SQ.FT.OF CONSTRUCTION
1).The information within this set of construction documents is related to basic design 2).RAFTER-TO-WALL ASSEMBLY: CEILING JOIST B'WALL:3-8d COMMON EACH DESIGN CRITERIA(UNIFORM CODE) 2020 IRC,2020 NYS UNIFORM FIRE PREVENTION AND BUILDING CODE
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 TO TOP PLATE 10'WALL:4-8d COMMON JOIST 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
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 U180 DESIGN/BUILD
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)
OVER PARTITION WFCM-SBC LAP NAL HABITABLE ATTICS AND 30 INTERIOR(LIGHT FRAME)WOOD WALLS 10 INTERIOR WALLS AND PARTITIONS HA80
2).The General Contractor is responsible for ensuring that all work and construction 3).WALL-TO-WALL ASSEMBLY: COLLAR TIE AS PER TABLE 3.4 EACH FACE ATTICS WITH FIXED STAIRS INTERIOR(LIGHT FRAME)STEEL WALLS 5 FLOORS U360
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 TO RAFTER WFCM-SBC END NAL EXTERIOR BALCONIES AND DECKS 40 MASONRY WALLS(8"THICK) 80 CEILINGS(PLASTER,STUCCO) 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 FIRE ESCAPES 40 CONCRETE WALLS(6"THICK) 85 CEILINGS(GYPSUM) vzao
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 TO.
2-Bid COMMON GUARDS AND HANDRAILS 200 SIP WALLS 10 ALL OTHER STRUCTURAL MEMBERS U240
accordance with table 3.3. TO RAFTER END NAL GUARD IN-FILL COMPONENTS 50 EXTERIOR WALLS(PLASTER,STUCCO) H/360
EACH END EXTERIOR WALLS(BRITTLE FINISHES) H/240
3).Dimensions shall take precedent over scaled drawings. RIM BOARD VEHICLE GARAGES(R301.5)PER 20 SQ.IN.20001bs
(DO NOT SCALE DRAWINGS). 4).WALL ASSEMBLY TO FOUNDATION: TO RAFTER 2-16d COMMON END NAL PASSANGER VEHICLES so LS
First wall studs shall be connected to the foundation,sill plate,or bottom plate with uplift NON-SLEEPING ROOMS 40 EXTERIOR WADS(FLEXIBLE FINISHES) 0 U60 Joseph F i s c h e tt i, F.E.
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 3o LINTELS(SUPPORTING MASONY WALLS) 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 0
JOINT DESCRIPTION
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 Q-fy SPACING NOTES ROOF GROUND SNOW LOAD 2 20
precautions and programs in connection with the work.There are no warranties fora bottom plate,3 inch square washes shall be used with the anchor bolts.Anchor bolt EXPOSURE CATAGORY (DESIGNED FOR EXPOSURE C) PROFESSIONAL ENGINEER
TOP PLATE TO PER FACE NAIL
tbd COMMON
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 2 FOOT SEE NOTE:1 LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION
anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all ROOF-FOUNDATION DETAIL PAGE&GENERAL NOTE PAGE
5).Refer to the Window and Door schedule for exterior openings. corners. TOP PLATES 4-16d COMMON JOINTS FACE
INTERSECTIONS
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: 2-16d COMMON 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 O.0 NAIL Sym.:
attached with 8d common nails at 6"o.c.at the panel edges and 12"o.c.in the field,and HEADER TO 1 FIRE PROTECTION SMOKE ALARMS 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 16d COMMON N O.C. FACE CARBON MONIXIDE ALARMS TO COMPLY WITH R315 NYS.
HEADER
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 ALONG EDGES NAIL SMOKE&CO2 DEFECTORS
TRUSS DESIGN N/A-STANDARD STICK FRAME CONSTRUCTION
in table 3.15a-b. TOP OR BOTTOM 2-16d COMMON PER 2x4 STUD END
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: CLIMATIC & GEOGRAPHIC DESIGN CRITERIA
FOUNDATION NOTES' Type II exterior shearwalls shall meet the requirements of table 3.15a-b times the appropriate FLOOR JOIST,BAND JOIST, 2-16d COMMONPER FACE NAIL 7/2 2/2 2 - Drawn
• length adjustment factors in table 3.16. END JOIST OR BLOCKING FOOT :EE NOTE:1,2 GROUND WIND SEISMIC FROST WINTER ICESHIELD
1).The General Contractor and Mason to review plant,elevations,details and notes to FLOOD
determine intended heights of finished floor(s)above typical grade. 7).INTERIOR SHEARWALL CONNECTIONS: FLOOR FRAMING' SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNRE REQUIRED
HAZARDS
Allowable sidewall lengths provided in table 3.14 shall be permitted to be Increased when LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED
2).All footings to rest on undisturbed(virgin)soil. P NAIL NAIL NDTES _
g ( g ) interior shealwalls are used.Sheathing and connections shall be in accordance with JOINT DESCRIPTION QTY. SPACING MODERATE SLIGHT TO 17 NONE �+ Built
2.4.4.2 and 2.2.4 respectively. 20 PSF 130 B SEVERE 3 FT. TO HEAVY MODERATE 4/15/24 - As
3).Provide 1/2"expansion joint material between concrete slabs and abutting JOIST TO: PER -0E
4-8d COMMON
concrete or masonry walls occuring in exterior or unheated interior areas. 8).CONNECTIONS AROUND EXTERIOR WALL OPENINGS: 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 2-Bd COMMON EACH TOE NAIL SPACING NAIL SPACING AT INTERMEDIATE
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 END NAIL SHEATHING LOCATION AT PANEL EDGES SUPPORTS IN THE PANEL FIELD NOTES
be installed with#5 re-bar,18"long at 12"o.c..Use approved epoxy for installation. 3.5. BLOCKING 2.8d COMMON EACH TOE 4'PERIMETER EDGE ZONE 8d COMMON @ 6"O.C. Sd COMMON @ 6"O.C. SEE NOTES:1,3
5).Unless otherwise noted,all slabs on grade to be 3000 p.s.i..Concrete to be TO JOIST END NAIL
poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing.Interior slabs 9).CATHEDRAL CEILING ASSEMBLY: EE NOTES:1(BOTH FIELDS)
g BLOCKING TO: EACH TOE INTERIOR ZONE 8d COMMON @ 6"O.C.O8d COMMON @ 12"O.C.
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 COMMO NOTE:2 FOR PANEL FIELD
anchored on top of the beam or slope connectors shall be attached to each rafter-to-ridge SILL OR TOP PLATE BLOCK MAIL
6"maximum lifts(layers). GABLE ENDWALL RAKE AND RAKE TRUSS 8d COMMON @ 4"O. 8d COMMON @ 4"O.C. SEE NOTES:1,3
along the open ceiling part of the building.Connections to the ridge and wall shall be be LEDGER STRIP
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 EACH FACE
A�+ Built
JOIST NAIL NOTES /��7
8x16 cast Iron foundation vent for every 150 sq.ft.of area.
DECK AND COVERED PORCH NOTES: JOIST ON LEDGER PER TOE
3-8d COMMON
7).Dampproof exterior of foundation with bituminous coating as required by current TO BEAM JOIST MAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. Garage / M U roo rn
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 3-16d COMMON PER :ND
the below grade portion of exterior walls prior to backfilling. All fasteners,hangers and anchors to be galvinized or stainless steel. TO JOIST JOIST VAIL 1).For roof sheathing within 4 feet of the perimeter edge of the roof,including 4 feet on each side of the roof peak,
BAND JOIST TO: PER TCE NAIL the 4 foot perimeter edge zone attachments required shall be used.
8).Drainage as required by current N.Y.S.Residential Construction Code. 2).Girders for deck joists to bolted to each post with washers and nuts. 2-16d COMMO
Girders on concrete piers shall
be anchored with proper steel connectors anchored SILL OR TOP PLATE 1 11 FOOT SEE IJOTE:1
FRAMING NOTES into concrete with a minimum 1/2'dia x 7"long anchor bolt with washers and nuts. ' 2).Tabulated 12 inch o.c.nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49. 32800 Main Road
For framing members with<0.42<G<0.49,the nail spacing shall be reduced to 6 inches o.c.
1).All framingtechniques and methods as prescriptive design of current SBC High Wind NAIL NAIL Orient NY 11957
q P P g g 3).Posts supporting girders shall be anchored to a 12"x12"xl2"thick concrete footing. JOINT DESCRIPTION Q.n, SPACING 3).Tabulated 4 inch o.c.nail spacing assumes sheathing to rafter/truss framing members with G>0.49.For
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.
below grade.Porches with covered roofs shall have 12"dia.concrete piers for the girders. 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. P g STRUCTURAL PANEL Bid WFCM-SBC WALL SHEATHING REQUIREMENTS FOR WIND LOADS'
Douglas Fir. 4).Deck Joists to have blocking at 8'0 D.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 AT PANEL EDGES SUPPORTS IN THE PANEL FIELD
g P 5).A minimum of 10 inch flashing shall be installed between the building and ledger. )DINT DESCRIPTION NAIL NAIL SEE NOTES:1,3(BOTH FIELDS)
otherwise. Ledger to be fastened to building with 1/2"dia.bolts with washers and nuts QTY. I SPACING 4'EDGE ZONE 8d COMMON @ 6"O.C. 8d COMMON @ 12"O.C. NOTE:2 FOR PANEL FIELD
where needed. GYPSUM 7" O.C.EDGE
4).Unless otherwise noted,all bearing wall headers to be(2)2x10#2+BTR.Doug.Fir. Sd COOLERS INTERIOR ZONE 8d COMMON @ 6"O. . 8d COMMON @ 12"O.G. SEE NOTE:3
Bearingwall headers to have z Jack studs and 2 full length studs on each side of all WALLBOARD 10"O.0.FIELD PROJECT TEAM:
( )) ( ) gt 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' NOTES
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 NAIL NAIL
openings between 4'1 and 6'0 and 2x6 wall openings between 5'll and 8'9.Provide fire to girder(s). JOINT DESCRIPTION THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY.
QTY. SPACING
and blocking where applicable.
8).Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL gd COMMO AS 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 gaivinized hangers and PANELS WFCM-SBC be used.
anchors where applicable to all connecting joists. PLUMBING NOTES 7/16"OSB 3"O.C.EDGE Designer/Builder
6d COMMO 2).Tabulated 12 Inch o.c.nail spacing assumes sheathing attached to stud framing members with
6).Double up floor joists under walls that run parallel to the floor joist and under bathtu I).All water supply,drainage and venting to be installed as per N.Y.S.Residential PLYWOOD 6"O.C.FIELD P g 8 g
Floors to have ceramic the 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.
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. RI GAS CO
7).Provide 2-1-3/4"thick microlams(height to match floor joists)around stairwell and/ r ) fY P system g P pP FLOOR SHEATHING:
other access openings unless otherwise noted(typical).
3).If wall studs,plates or joists are cut out during installation for any plumbing related work, )DINT DESCRIPTION NAIL NAIL 22260 main road, orient ny 1195
provide adequate bracing and plates to protect and secure the structure.Verify with the QTY. SPACING 1).PROVIDE SON TYPE-%SH AND A K FIRE STOPPING AT T MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAL.
8).Dormers running up roof rafters are to be supported by double rafters on either side P q g P P 2).USE SIMPSON HANGERS AND ANCHORS WITH 2-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. 631 323 HO22
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.
Sd COMMO ,2"O.C.FIELD (5.7 SQ.FT.2ND.FLOOR)
9).Provide blocking/bridging in floor joists at 8'0 o.c..Use solid blocking in floor joists MIN.44"SILL-AFF C rlgaScO.COm
HVAC SYSTEM NOTES ,"OR LESS
NYS Residential Code R302.11-FIREBLOCKING REQUIRED
NOTES.
under all bearing walls. 1).Mechanical subcontractor is responsible for adhearing to all applicable codes and safety Firablocking shall be provided to cut off all concealed draft openings(both vertical and horizontal)
NOTE: and to form an effective fire barrier between stories,and between a top story and the roof space.
requirements. Flreblocking shall be provided Inwood-frame construction In the following locations.
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
needed. 2.HVAC subcontractor is to full coordinate all s stem data and re uirements with the MENTIONED IN SCHEDULE NOTES ONLY. EXISTING CONDITIONS.MINIMUM 3000#CAPACITY. 1).In concealed spaces of stud walls and partitions,Including furred spaces,at the ceiling and Floor
y y q levels.Concealed horizontal furred spaces shall also be fireblocked at Intervals not exceeding 10
equipment supplier. feet.Batts or blankets of mineral or glass fiber shall be allowed as flrebiocking In walls constructed
11).Unless otherwise noted,all roofs and walls to have a minimum 1/2"thick,4-ply Fir 1).Nailing requirements are based on wall sheathing SOIL COMPACTION: using Parallel rows of studs or staggered studs. Engineer
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
Contractor and owner for final review and approval. is nailed 3"on-center at the panel edge to obtain higher ).NEW FILL EISO BE CLEAN IL ORGANIC MATERIAL CONTRACTOR 2).At all dings and cove bungs. 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 SOILZALFILLCONDITIONS PRIOR TO FILL drop ceilings and cove ceilings.
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 tit N.Y.S.at the top end bottom of the run.Enclosed spaces h
over subfloor as per manufacture's instructions. such as shear plates,shall be used to maintain load path. 2).COMPACTIONERASTM OF D 698 A SHALL M D 1557).C %PROCTOR under stairs shall comply with arzent N.. Residential Code. Joseph FISCI Iettl, P.E.
1).All electrical to be installed as per N.Y.S.Residential Construction Code. P P DENSITY(PER AS TM DCAL AND ASTM D 1R T COMPACT THE
SOIL AT 12"LIFTS(TYPICAL).CONTRACTOR TO HAVE FILL 4).At openings around vents,pipes and ducts at telling and floor level,to resist the free passage of 1725 Hobart Rd Southold NY 11971
13).All bathroom walls to have 1/2"thick moisture-resistant sheetrock.Garage walls and 2).When wall sheathing is continuous over connected TESTED BY A PROFFESSIONAL AGENCY FOR COMPACTION. Flame and products of combustion. s
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. members,the tabulated number of nails shall be permitted g chimneys by 631 7652954
to have regular 1/2"sheetrock.All walls to be taped and finished. P 3).DO NOT BACKFILL UNTILL FIRST FLOOR DECK CONSTRUCTION, 5).For the fireblockin of rhimn send fireplaces,as required current N.Y.S.Residential Code.
3).All electrical work to comply with 2014 NEC. to be reduced tol-16d nail per foot. INCLUDING SUBFLOOR,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.
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 INSTALL WITH c
AP AND BASES.USE WITH FLASHING CAPS TOO
1COVERTOP
Scale as Noted
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