HomeMy WebLinkAbout47649-Z TOWN OF SOUTHOLD
BUILDING DEPARTMENT
TOWN CLERK'S OFFICE
SOUTHOLD, NY
BUILDING PERMIT
(THIS PERMIT MUST BE KEPT ON THE PREMISES
WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS
UNTIL FULL COMPLETION OF THE WORK AUTHORIZED)
Permit#: 47649 Date: 4/6/2022
Permission is hereby granted to:
Ohayon, Gal
.... ...............
105 Freeman St
Brooklyn, NY 11222.....................�w.�w�..._.................._ ..��w_.._..�_ww���.._._._._._............ w___._._....................... w .w� .._
To: Construct interior alterations and garage conversion to living space at existing single
family dwelling as applied for.
Additional certification may be required.
At premises located at:
745 Gagens Landing Rd, Southold.._ m_aaaa _._ ..H
SCTM # 473889
Sec/Block/Lot# 70.-10-32
Pursuant to application dated _2/24/2022 and approved by the Building Inspector..
To expire on _ 10/6/2023.
Fees:
SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $472.00
CO-ALTERATION TO DWELLING $50.00
Total: $522.00
Building Inspector
TOWN OF SOUTHOLD—BUILDING DEPARTMENT
Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959
Telephone(631) 765-1802 Fax (631) 765-9502 IAt : w srt�Ma «rwta
Date Received
APPLICATION FOR BUILDING PERMIT
For Office Use Only
PERMIT NO. /6) Building Inspector..............._.M._..wH..w_... ....,,�.... �J °.. F E B 2 42022
Applications and forms must be filled out in their entirety. Incomplete
applications will not be accepted. Where the Applicant is not the owner,an
Owner's Authorization form(Page 2)shall be completed.
Date:2/24/22
OWNER(S)OF PROPERTY:
Name:Gal Ohayon scrM#1000-70-10-32
Physical Address:745 Gagens Landing Road, Southold NY 11971
Phone#: Email:
Mailing Address:
CONTACT PERSON:
Name:Constantine Rigas
Mailing Address:22260 Main Road, Orient NY 11957
Phone#:917-509-8751 Email:c@rigasco.com
DESIGN PROFESSIONAL INFORMATION:
Name:Joseph Fischetti P.E.
Mailing Address: 1725 Hobart Road, Southold NY 11971
Phone#:631-765-2954 Email:Joseph@fischetti.com
CONTRACTOR INFORMATION:
Name:Constantine Rigas
Mailing Address:22260 Main Road, Orient NY 11957
Phone#:917-509-8751 1 Email:c@rigasco.com
DESCRIPTION OF PROPOSED CONSTRUCTION
❑New Structure ❑Addition *Alteration ❑Repair ❑Demolition Estimated Cost of Project:
❑Other $200,000
Will the lot be re-graded? Dyes RNo Will excess fill be removed from premises? Dyes *No
1
PROPERTY INFORMATION
Existing use of property:Single Family Intended use of property:Single Family
Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to
this property? ❑Yes *No IF YES, PROVIDE A COPY.
Check Box After Reading: The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by
Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone
Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings,
additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code,
housing code and regulations and to admit authorized inspectors on premises and in building(s)for necessary inspections.False statements made herein are
punishable as a Class A misdemeanor pursuant to Section 210AS of the New York State Penal Law.
Application Submitted By(print na e): ` ��r` /4`- � ®Authorized Agent ❑Owner
Signature of Applicant: Date: '"I,,,,r I� 4('ti°�1..-
l� CON IE C.BUNCH
\
STATE OF NEW YORK) Notary Public,State of New York
SS: No,01 BU6185050
COUNTY OF ) Qualified in Suffolk County, .
Commission Expires April 14, 2c'° ..
being duly sworn, deposes and says that(s)he is the applicant
(Name of individual signing contract) above named,
(S)he is the
(Contractor, Agent, Corporate Officer, etc.)
of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this
application;that all statements contained in this application are true to the best of his/her knowledge and belief;and
that the work will be performed in the manner set forth in the application file therewith.
Sworn before me this
&n i.um(. day of20_��
Notary Public
PROPERTY OWNER AUTIJORIZATION
(See separate authorization)
2
Building Department Application
AUTI ORMATION
(Where the Applicant is not the Owner)
I, Gal Ohayon,residing at 745 Gagens Landing Road,Southold NY 11971 do hereby
authorize Constantine Rigas to apply on my behalf to the Southold Building Department for
any and all needed permits.
.w..._ _ 2/21/ZZ................._.........._._..........
(Owner's Signature) (Date)
Gal Ohayon
(Print Owner's Name)
RIGAS
20 DESIGN/BUILD
19'
Joseph Fischetti, P. E.
I
PROFESSIONAL ENGINEER
m
_ I
� I o N
� N
Garage I
2/18/22
4-
O I
I
- I Bath UP L — — — — — —
6068 Slider
I
2068 2668
Fireplace , 745 Gagens Landing Road
Southold NY 11971
� I p
I I
I I
I 2068 I
Bath i No Gloset
Living Room I
PROJECT TEAM:
UP '-- —
Bedroom 1 L !
I Kitchen
I
° Designer/Builder
Gloset
I
2468
- -� RIGAS CO
22260 main road, orient ny 11957
631 3238022
Gloset Gloset
c@rigasco.com
Gloset
Engineer
Bedroom 3
Joseph Fischetti, P.E.
1725 Hobart Rd, Southold NY 11971
631 7652954
Bedroom 2
Dining Room
Gloset
Scale 1/4" = 1 '
,�`f �` 7 iti'Sj �
I fit'' �-Isr' �011 Al
EX15TING PLAN
(� n
R I G A S
DESIGN/BUILD
PERMIT SCOPE (2x) 1 3/4"x q 1/2" LVL
NEW NEW NEW Joseph Fischetti, P. E.
3068FX 6065 3068FX
- Garage to be turned into kitchen I39 tu�
- 5 W
- New baths as shown 4" i Z" PROFESSIONAL ENGINEER
- New 1Nindows/Doors in new framed openings where marked NEW zm- (remainder shall remain)
Doubl
III 51" IIII
s.DsW Electrical as needed in Kitchen and Baths I Trash
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z a
no
o(3��
2/18/22
zN
NEW
x (A)Kitchen wNyz
x
wz -T-Micro
d
I 35'1/8
I
21.5 w
(2x) 1 3/4"x 14" LVL P ntM Refrigerator o I Z� 745 Gagens Landing Road
Southold NY 11971
Fireplace MEN
O6068 block down to foundatio O]er
Renovated BathNEWPowRooPROJECT TEAM:
BedroomLiving Room
—UP—
Net Room Designer/Builder
� cn
Tub/shower
RIGAS CO
0 5itting Area 22260 main road, orient ny 11957
631 3238022
2668 2468L�H c@rigasco.com
N E1N
Guest Bath
W o
Z� •
�r-24l 1668 2668 r Engineer
I °
Linen
0
Joseph Fischetti, P.E.
m 1725 Hobart Rd, Southold NY 11971
3066 631 7652954
m
Bedroom Bedroom ry Dining Room
Entry Foyer
m �
m
n
3068 Scale 1/4" - 1
0
PROP05ED PLAN
A2
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,,,. P
RIGAS
DESIGN/BUILD
I - - - - - - - - - - - - - - - `�!
rJoseph Fischetti, P. E.
notch into
I foundation(typ) I I PROFESSIONAL ENGINEER
I
+`' ( 2x8 OF#2 FJ @16" OG 2x8 OF #2 FJ @16" OG I `'
(match Floor height) (match Floor height)
new p.c.wall
on existing foundation to
Iclose existing garage
I Existing Garage Slab door opening I 2/18/22
I I
I I N I I
I2'x2'x12"w
I footing with
x (3)#4 each way
ti I I
r
I notch into
I I foundation(typ) I I 745 Gagens Landing Road
— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — -i L — — — — — — — — — - - - -- - - - � I Southold NY 11971
IF — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — I r — — — — ---i
I I I I
I I I I PROJECT TEAM:
I
I := I Designer/Builder
I I
I I RIGAS CO
I " I 22260 main road, orient ny 11957
631 3238022
c@rigasco.com
I I Existing Cellar, No Nork I I
I I I I
I I
I I Engineer
I I I I Joseph Fischetti, P.E.
I I I I 1725 Hobart Rd, Southold NY 11971
631 7652954
I I
I I I
I I I I
I I I
I I I I
I I I I
I I r- - - - - - - - - -.- I I
Scale 1/4" = 1 '
Ifs- - - - - - - - - - - - - - - - - - - - - - - - - - I I — — — — — — — — — — — — I
- - - - - - - - - - - - - - - - - - - - - - - - - - - - -'-1 L= f- - - - - - - - - - - - - - �
. v
�. r
FOUNU012�kATION PLAN
A3
RIGAS
DESIGN/BUILD
WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS
USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT & GOOD CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENCED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY.
Joseph F'ischetti, P.E.
KING STUDS
PROFESSIONAL ENGINEER
RAFTER WALL STUD
WALL CRIPPLE STUD
JLEND
BOTTOM PLATE
RIDGE LEDGER BATHTUB
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 NUMBER DESCRIPTION APPLICATION LOCATION JUSP NUMBER DESCRIPTION APPLICATION IRAFTER 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 ANCHOR PLATES OF 1ST. FLOOR. CONNECT THROUGH ALL OPENINGS LSTA12 1-1/4"x12" 20ga. STRAP APPLY TO EACH JACK STUD ROOF LSTA24 1-1/4"x24" 20go. STRAP[APPLY OVER RIDGE TO EACH RAFT 2x6-2x8 LS26 18go. SLOPE HANGER PPLY TO EACH RAFTER / LEDGER FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS, PROVIDE
HE FLOORS TO EACH OTHER W/ THREADED ROD. ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD 2X10 I LS210 118go. SLOPE HANGER PPLY TO EACH RAFTER / LEDGERI BLOCKING 9124"OC 2/1 8/2 2
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
WALL SHEATHING RAFTERS MAINTAIN
SILL PLATE(S) 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
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 MESH ONTIN. SOFFIT/ EXT. PLYWOOD !�(�(�y� !]}'� (� !]
ON ALL OPENINGS PROVIDE HEMMED EDGE AT OPENINGS OF Vs INCH IN DIMENSION. 74S GaG�/11S LC.I.11d��C Road
FLASHING TO FORM CHANNEL SOFFITED EAVE Gag ens
INSTALL 4'O" O.C. AND SO AS TO MAINTAIN AIR LOCATION USP NUMBER DESCRIPTION APPLICATION
B" - 14" LSTA30 1-1/4"x3O" 18ga. 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 Southold NY 11971
INSTALL 4'0" O.C. CONNECT TO ROOF VENTILATION / OVER BEARING WALLS AND HEADERS
LSTA36 1-1/4"x36' 18ga. STRAP AND JACK STUDS 8" - 12" RAFTER RT20 1-1/8" x 20go. TYDOWN ANCHOR EACH RAFTER SOFFITED EAVE DETAIL
iON ALL OPENINGS KEEP ROOFING NAILS OUT
OF FLASHING
2ND. FLOOR WALL
ROOFING LAPS BASE
FLASHING 4 INCHES
BASE FLASHING WRAPS CORNERS, RAFTER RIDGE CAP OF SAME
EXTENDS UNDER SHINGLES AT ( MATERIAL AS ROOFING
SIDES 4 INCHES AND LAPS NAILED TO SHEATHING
SHINGLES AT BASE MIN. 4 INCHES THROUGH VENT
WOOD JOIST
I-----� TOP PLATE PROJECT TEAM:
GIRDER/HEADER
SIDE WALL FLASHING
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"x36" 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 PLAT CONFOR TO SLOPE AIR PASSAGE Designer/Builder
RAFTER/PLATE RT15 TYDOWN ANCHOR OVER RIDGE TO IF ABLE, SET FIR JOISTS APROX. 1/2" HIGHER THAN LVL HEADERS
E
8" - 16" MSTA48 1-1/4"x48" 16ga. STRAP AND JACK STUDS CONNECT OVER OF ROOFM TO ALLOW FOR SHRINKAGE. & REDUCE BUMP OUTS
ON ALL OPENINGS PLATE/WALL SPTH4 STUD PLATE ANCHOR ES PLAT TO EACH STUD
DBL. SILL PLATE RIGAS CO
TERMITE SHIELD / r I r SUBFWOOD JOISTS
22260 main road, orient ny 11957
SILL GASKET WOOD
>"-
TYP. CONC. FOUNDATION ( ` 6ON L. POLY r GASKET NEOPRENE / U PLATE 631 323 8022
DAMPPROOF EXTERIOR • - V' BOLTED TO STEEL BEAM WITH
6M1'_ POLY ON EXTERIOR GRANULAR FILL ,
• V � I STEEL COLUMN ' )•q ' ( 1/2 " DIA. BOLTS 048" o.c. STAG. C@rlga$CO.COm
A i i
,q • C I • C o �°, e C ROOF JACK �K STEEL BEAM
p N GONG. SLAB 'q • ��
n.e n p \•q ANCHOR BOLT EMBEDMENT:
q x 8" STEEL
V COMPACT FILL A aD r BLOCK Wr POURED CONCRETE,15" ROOFING TOP AND"BOTTOM PLATE
V • G • q FLASHING LAPS
WITH 1/2' x 6' ANCHOR BOLT
KEYWAY FOOTING o• A , USE WITH 3x3 SQUARE WASHERS 1/2" GROUT Engineer
e e 'A c-A G CONC. FTG. •q Q`q L o' SIDES AND TOP
O ANCHOR BOLT CONNECTION (USP LBPS58 OR BP583) I I 3" STEEL COLUMN
p t4 REINFORCING BAR ANCHOR BOLT CONNECTION FOUNDATION 5/8" DIA. ANCHOR BOL I I 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
SILL PLATE TO FOUNDATION
TYPICAL CONC. FOUNDATION. APPLY PILASTERS 2 STORIES 36" OC TYPICAL BEAM DETAIL Joseph Fischetti P.E.
WHERE NEEDED FOR STRUCTURAL BRACING. MIN. 3" STEEL COLUMN ANCHORED TO 24"x24"x12" GONG. FTG CRAWL SPACE OR FOUNDATION STEEL/ BOTTOM BEARING
ALL BOTTOM PLATE TO FOUNDATION 1-2 STORIES 57" OC 1725 Hobart Rd, Southold NY 11971
SLAB-ON-GRADE ROOF JACKS & VENTS DETAIL
631 7652954
I �SUB FLOOR
GONG. SLAB I DOOR FRAME
6X6 16/10 WWM GARAGE JOIST
COMPACT FILL DOOR —� G
USE 2X8 STEEL BEAM
FOR BLOCKOUT
' P.T. PLATE 4' SLAB
IE-
W/ 6X6 WMM \I SLOPE
2" AIR S E" � 1 4, • • a' 4"DRIVEWAY —�. NOTCH JOIST AND ADJUST HEIGHT
1/
2- (WITH A NAILING PLATE IF NEEDED)
AT END AND �• ." 7,1 n• TO BE APROX. 1/2" OR HIGHER THAN
• yj•qtIDES OF WOOD ,q STEEL BEAM TO ALLOW FOR SHRINKAGE
GRADE d C • d'" BEAMS ° 'eA eq • (PROVIDE STRAPPING TO KEEP JOISTS ALIGNED)
6X6 W.W.M. _4_ eA =ill C ••
12"
s D C
MN. �.,n�0 -� nD 'n 4t.`q Q •q /�•r .e ��NOTCH BEAM FOR MUDSILL IF REQUIRED -- MAXIMUM q q O • n • SUBFLOOR
•E [I REINFORCING BAR •D t, NOTCH EQUALS 1/4 DEPTH OF BEAM '- O ° ee II-I I
REINFORCING BAR e • e p•,e•e �o I5T
DRAIN TILE It 12 Ir I •o SHEET METAL/ 30# FELT UNDER BEAM AT POINT C�), p e p•e - STEEL BEAM
OF CONTACT WITH CONCRETE OR GONG. BLOCK PLATE (BOLTED TO BEAM)
TYPICAL CONC. MONOLITHIC FOUNDATION. REINFORCE WITH (2) #4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. •w SHIMS TO LEVEL BEAM
REINFORCE FOOTING WITH (2) #4 REINFORCING BARS.
3" MINIMUM BEARING SURFACE FOR WOOD BEAM GARAGE DOOR BLOC KOUT
BEAM POCKET
OF
Gl 16 rC f
Lam ;
A4
�'r
WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS
4"MAX.
GIRDER
RIGAS
DECKING DECKIN 4"DIA.MAXIMUM
G
O
EXTERIOR
WALL DECK JOIST DECK JOIST DESIGN/BUILD
1/2"DIAMETER LAG SCREWS. 4
CONTINUOUS FLASHING,EXTENDED
THROUGH-BOLTS WITH WASHERS PAST JOIST HANGERS,CAULKED TO (2)1/2"GALV.OR S.S.
OR 5"LEDGER-SCREWS PREVENT WATER INTRUSION LEDGER FLOOR CARRIAGE BOLTS WITH
AND JOIST FLUSH ON TOP JOIST WASHERS AND NUTS GIRDER
RIM BOARD CAULK TO PREVENT WATER SIMPSON CBS
I d INTRUSION LEDGER AND ANCHOR
DECKING 1/2"DIA.EXPANSION BOLTS. ± ��, JOIST FLUSH ON TOP
EPDXY OR ADHESIVE(PER
FLOOR "MIN. MANUFACTURE INSTRUCTI
JOIST 1-5/8"MIN. WASHERS AND NUTS DECKING PIER ONS) a l,�•�• CONCRETEP POST DECK/PORCH RAILING
5"MAX. DECK JOISTS w/ 4e'�'
.Z•
DECKING DECKING _ • •
�•`1s< J-X ACQST LEDGENGER �•�-• i DECK JOISTS Joseph Ischettl P.E.
��•� 2X ACQ LEDGER BOARD FOUNDATION WALL IS a.
d y, NOTE: 'S DECK JOIST DECK JOIST
•D-4 BLOCK FOUNDATION ' ��es RAILING
FOUNDATION p� TO BE FILLED WITH j• JOIST HANGER POST
WALL s Ar•�,� GROUT AT ANCHOR .�b< nC 2X ACQ LEDGER BOARD
LOCATIONS
0—
SIMPSON DTT2Z"0`°-°o'>v" PROFESSIONAL ENGINEER
GIRDER GIRDER RIM BOARD
LEDGER BOARD TO RIM BOARD DETAIL LEDGER BOARD TO FOUNDATION WALL DETAIL (MIN.2XB) DECKING
2"MIN.
THROUGH-BOLTS 5"MAX.I DECK JOIST
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 BOLT
HEAD AND NUT. SIMPSON CC SIMPSON CBS (2)1/2"GALV.OR S.S. 2X BLOCKING AT EACH POST
CARRIAGE BOLTS WITH ATTACHED WITH 10d THREADED
EXPANSION AND ADHESIVE ANCHORS ANCHOR ANCHOR WASHERS AND NUTS NAILS TOP AND BOTTOM
1 STAGGER FASTENERS USE APPROVED EXPANSION OR ADHESIVE ANCHORS WHEN ATTACHING A LEDGER BOARD CONCRETE
I I IN 2 ROWS TO A CONCRETE OR SOLID MASONRY WALL AS SHOWN IN LEDGER DETAIL POST-TO—DECK CONNECTION
EXPANSION POSTAND ADHESIVE ANCHOR BOLTS SHALL HAVE A DIAMETER OF 1/2".MINIMUM SPACING AND PIER
2..MIN. 5-1/2"MIN.FOR ZX6 EMBEDMENT LENGTH SHALL BE PER THE MANUFACTURER'S RECOMENDATIONS.ALL
® ® ® ® 1 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
4"MAX.
2"MIN. LEDGER LAG SCREW,THROUGH BOLT, DRILLED WITH U.H DIAMETER HOLES.ALL LAGS SHALL BE INSTALLED WITH WASHERS.
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 MUSE BE GALVANIZED OR 5.5. 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 SEA MINIMUM DISTANCE OF 3-3/4"FROM ENDS NDI-3/4'
FROM TOP AND BOTTOM EDGES.
24"X24"XO CONC.FTG. HANDRAIL NOTES: �//1 g�22
3'BELOW GRADE All reg Ided hq.1vale shall be of on of the fallowing1
tYPes
(ALT.:BIGFOOT FOOTING) or provldetl eq.,lyalenr graspabmty.e �
7).Type 1.Handrails with circular cross section shall have a _E
outside dlameter of et least 1-1/4 Inches and not greater n
36•MIN. than 2 Inches.If the handrail Is not circular It shell have a
perlmeter dimension of at least 4 Inches and not greeter
then 6-1/4 Inches with a maximum cross section of
FLOOR SHEATHING NAILING AT 1/2"DIAMETER LAG SCREWS, ATTACH TO 1-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 2).Type 11.Handrails with e 1 t t then 6-1/4
JOISTS WITH HOLD DOWN OR 5"LEDGERLOK SCREWS SIMPSON DTT2Z HOLD-DOWN OF(19)Sd NAILS OR 5"LEDGERLOK SCREWS SIMPSON DTT2Z HOLD-DOWN per me er gma er
Inches shall pn—lde graspable finger recess are,on both
sides of the profile.The flnger recess shall begin with a STAIR RAILING
distance of 3/4 Inch measured vertically from the tallest
SOLID SAWN I portion of the profile and achieve a tlepth of at least 5/16
FLOOR JOISTS JOIST I JOISTS JOIST Inch wlthln 7/8 Inch below the wldest portion of the
1 profile.The required depth shall contlnue for at least 3/8 1-1/2"SPACE
THREADED ROD MAY BE THREADED ROD MAY BE Inch to a level that a not less than i,im Inches below the MINIMVM
SLOPED VP TO 1:12 MINIMVM 2X6X36" SLOPED UP TO 1:12 tallest portion of the profile.The minlmum width of the
AWAY FROM THE HOUSE ATTATCHED TO JOIST AWAY FROM THE HOUSE handrail above the recess shell be 1-1/4 Inches to a
JOIST HANGER GIRDER WEB WITH 06)10d NAILS JOIST HANGER GIRDER maximum of 2-3/4 Inches.Edges shall have a minlmum HANDRAILS
AND CLINCH radius o/0.01 Inches.
BALUSTERS 745 Ga(}J�ens Landing Road
lOd THREADED NAIL OR N10 WOOD SCREWS. Gag
ens
LOAD DEVICE WITH JOISTS PARALLEL TO DECK JOISTS (PROVIDE IN (2) LOCATIONS IN DECK) 16•oc EQUALSTAGGERED N2 ROWS CREATE THAN 3'LONG, OPEN BALUSTER ATTACHED TO WALL V ���..JJJ
HANDRAILCONNECTON Southold NY 11971
ALL HANDRAILS SHALL' 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 Al. ED 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
INSIDE MEM3ERAS SHOWN. INTERIOR POSTS CROSS SECTIONAL DIMENSION,OR THE SHAPE SHALL
PROVIDE AN EQUIVALENT GRIPPING SURFACE
ATTACH BLOCKING TO DECK WITH 1/2'DIAMETER LAG SCREWS. BEAM ASSEMBLY DETAI L
tOd NAILS AT 4"O.C.STAGGERED THROUGH-BOLTS WITH WASHERS
OR 5"LEDGERLOK SCREWS SIMPSON DTT2Z HOLD-DOWN
DECK I I STAIR TREAD
JOIST I
RIM BOARD
THREADED ROD MAY BE STRINGER
MINIMUM 1-I/2"THICK FLOOR JOISTS SLOPED UP TO 1:12
BLOCKING.BLOCKS MUST (SOLID OR WOOD-I) AWAY FROM THE HOUSE
FILL BAY AND FIT SNUGLY JOIST HANGER GIRDER
JOIST PROJECT TEAM:
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 Designer/Builder
CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA CONNECT TY-DOWN ANCHORS TO EACH J015T
GROUND WIND SEISMIC FROST WINTER ICE SHIELD NAILING SCHEDULE
SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UN DERLAYMEN OD
T FLO NAIL NAIL
HAZARDS JOINT DESCRIPTION NOTES
LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED CITY. SPACING STRINGER
JOIST TO;OR PER TOE ®16" C R I GAS C O
MODERATE $LIGHT TO SILL,TOP PLATE OR GIRDER 4-8d GOMMO JOIST NAIL
20 PSF 130 B SEVERE 3 FT. 11 NONE - _ (z)rHRu-
TO HEAVY MODERATE BRIDGING EACH TOE BOLTS
TO JOIST 2-Btl CO
END NAIL
BLOCKING TO JOIST END NAIL WOOD JOIST ANCHO ANCHO57R > PIER 16"TREAD 22260 main road, orient ny 11957
2-Bd COMMON
1). ALL FRAMING,CONSTRUCTION,COMPLIANCE TO BE PER 2015 IRC,2016 NYS UNIFORM SUPPLEMENT BLOCKING AT 3-16d COMMO EACH TOE 631 323 8022
SILL LO TOP PLATE BLOCK NAIL I -+=•�
LEDGER STRIP EACH FACE GIRDERMEADER CO NC.SLAB
2). ALL FRAMING MATERIAL TO BE#1 ACQ PRESSURE TREATED LUMBER. TO BEAM 3-16d COMMO JOIST NAIL '�' (A5 REQ-) -Q•�, c@rigasco.com
JOIST ON LEDGER PER TOE WOOD JOIST 4, ..
3). ALL FASTENERS,HANGERS,AND ANCHORS TO BE GALVANIZED OR STAINLESS STEEL- TO BEAM 3-Ed COMMONJOIST NAIL B"dla. DECK PIER
BAND JOIST PER END '! CONC. �! PER PLAN
4). ALL PIERS AND FOOTINGS TO BE 3 FOOT BELOW GRADE. TO JOIST 3-t6d COMMONJOIST NAIL 3'-0" PIER
BAND JOIST TO: PER FLUSH JOISTS WITH HEADER/GIRDER
SILL OR TOP PLATE 2-16d CO FOOT TOE NAIL
5). ALL JOISTS TO BE BLOCKED OVER GIRDERS AND AS SPECIFIED. ALL JOISTS ZONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH g a.
THE PROPER STEEL CONNECTOR. •a, - ;�R
6). FLASH ALONG HOUSE WALL,OVER LEDGER WITH MIN.10"FLASHING. IF ABLE,SET FIR JOISTS APROX.1/4'HIGHER THAN LVL HEADERS
Engineer
0 0 0 0 12• 0 0 0 0 :1_' e e �
Joseph Fischetti, P.E.
0 0 0 0 .. e
1725 Hobart Rd, Southold NY 11971
FASTENER TYPE: SPACING: 631 7652954
No.8 WOOD-SCREW
BASED ANCHOR WITH 16"OC
21n.EMBEDMENT LENGTH
• • • ••
SA 10 WOOD-SANCHOR WITH
BASED ANCHOR WITH 16'OC
2M.EMBEDMENT LENGTH
1/4in.de.LAGSCREW
BASED ANCHOR WITH 16,DC
21,
EMBEDMENT LENGTH
0
3/4"APA PLYWOOD
APA RATED SHEATHING
HEATHIG
GRADEPLYWOOD Is
(ALTERNATIVE.7/16"O.S.BJ •
Ijr APA RATED BREATHING
GRADE PLYWOOD
(ALTERNAMM;7/16"O.S.B.)
FASTENERTYPE: SPACING:
2%4 DFA2
No.8 WOOD-SCREW STUDS
BASED ANCHOR WITH 10•DO @) 0
WINDOW SILL tin.EMBEDMENT LENGTH
TYPICAL WINDOW OPENING No 10 WOObsCREWS •- •
PANEL SPAN EQUAL OR SMALLER z1�n.EMBEDMENT WITH
1z^oc
THAN 4 FEET 1/41n,d1a.LAGSLREW
BASED ANCHOR WITH 16"OC L
0 1
21n.EMBEDMENT LENGTH g
TYPICAL DOOR OPENING • FASTENERTYPF: SPACIN c'l f ® N�=W
PANEL SPAN GREATER THAN 4 FEET MIAT 4 D PLYWOOD ASSEMBLIES G ��
2-DMER WISTUDSINLESS STEEL
,+�,• f
AND EQUAL OR SMALLER TOGETHER WITH STAINLESS STEEL No.8 WOOD-Sl71EW „ '<�/- �^` •(��f
THAN 6 FEET OR GALVI LIED BOLTS W/WASHERS BASED ANCHOR WITH 8"OC /`l • / 1 �'
AND NUNS 0 2'-0"O.C. 1)n.EMBEDMENT LENGTH
No.10 WOO)-SCREWS L -lT
TYPICAL MULTIPLE OPENINGS BASED ANCHOR WITH S"DO
PANEL SPAN GREATER THAN 6 FEET zln.EMBEDMENT LENGTH ' (�
AND EQUAL OR SMALLER 1/41n.do.ucsrnEw
RASED ANCHOR WITH 1W DC ` f)
THAN 8 FEET 21n.EMBEDMENT LENGTH
WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANELyJ�
AS PER SEC. R301.2.1.2 NYS CODE: PROTECTION OF OPENING .C Z �di`f A5
1
WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16" _
AND MAXIMUM PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE-AND TWO-STORY BUILDINGS.PANELS SHALL BE PRECUT TO :I
COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED,(REFER TO SECTION 16D9.1.4,1609.6.5 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.
RIGAS
DESIGN/BUILD
Joseph Fischetti, P. E.
GENERAL NOTES WIND FRAMING NOTES NAILING SCHEDULE PLAN CONTENTS: PROFESSIONAL ENGINEER
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 10d common nails required JOINT DESCRIPTION CITY SPACING NOTES BUILDING USE RESIDENTIAL DWELLING
l f Sd b d b d d tie
e nee not exceed the tabulated number o nails In the strap. G
CONSTRUCTION NOTES: in each end of the collar p• RAFTER TO 8'WALL:3-SdCOMMON EACH BUILDIN HEIGHT (SEE PLANS)
TOE-NAIL
TOTAL SQ.FT.OF CONSTRUCTION (SEE PLANS TOP PLATE 10'WALL:4-$d COMMON RAFTER )
in The information within this set of construction documents is related to basic design 2).R rat framing
and s ASSEMBLY: CEILING JOIST 8'WALL:3-8d COMMON EACH DESIGN CRITERIA(UNIFORM CODE) 2020 IRC,2020 NYS UNIFORM FIRE PREVENTION AND BUILDING CODE
intent and framing details.They are intended as a construction aid,not a substitute Lateral framing and shear wall connections for rafter,ceiling or truss to top plate shall be In 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 L/180
sound and a weatherproof completed product. shall be connected with uplift connections In accordance with table 3.3c. CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE UNINHABITABLE ATTICS(STORAGE) 20 EXTERIOR(LIGHT FRAME)STEEL WALLS 14 (NO FINISHED CEILING)
OVER PARTITION WFCM-SBC LAP NAIL HABITABLE ATTICS AND 30 INTERIOR(LIGHT FRAME)WOOD WALLS 10 INTERIOR WALLS AND PARTITIONS H/180
m The General Contractor is responsible for ensuring that all work and construction 3).WALL-TO-WALL above
LL ASSEMBLY: ATTICS WITH FIXED STAIRS INTERIOR(LIGHT FRAME)STEEL WALLS 5 1/360
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 3.4 EACH FACE FLOORS
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 EXTERIOR BALCONIES AND DECKS 40 MASONRY WALLS(8"THICK) BO CEILINGS(PLASTER,STUCCO) L/360
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 CONCRETE WALLS(6"THICK) 85 CEILINGS(GYPSUM) L/240 /sue /�
2-$d COMMON GUARDS AND HANDRAILS 200 ALL OTHER STRUCTURAL MEMBERS L/240 �/1 Q/ ) Lr
accordance with table 3.3. TO RAFTER END NAIL GUARD IN-FILL COMPONENTS 5o SIP WALLS 00 EXTERIOR WALLS(PLASTER,STUCCO) W360 1 O L G
3).Dimensions shall take precedent over scaled drawings. RIM BOARD EACH END VEHICLE GARAGES(R301.5)PER 20 SQ.IN.200016s
(DO NOT SCALE DRAWINGS). 4).WALL ASSEMBLY TO FOUNDATION: 2-16d COMMON PASSANGER VEHICLES 50 EXTERIOR WALLS BRITTLE FINISHES TO RAFTER END NAIL ( ) 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) FV720
4).The designer has not been engaged for construction supervision and assumes no connectors.Steel straps shall have a minimum embedment of 7 Inches in concrete WALL FRAMING: SLEEPING ROOMS 30 LINTELS(SUPPORTING MASONY WALLS) L/600
responsibility for construction coordinating with these plans,nor responsibility for foundation and slab-on-grade,15 inches in masonry block foundations,or lapped under NAIL NAIL STAIRS 40
construction means,methods,techniques,sequences,or procedures,or for safety the plate and nailed In accordance with table 3.3b.When steel straps are lapped under the JOINT DESCRIPTION NOTES ROOF GROUND SNOW LOAD 20
precautions and programs in connection with the work.There are no warranties for a bottom plate,3 inch square washes shall be used with the anchor bolts.Anchor bolt QTY. SPACING specific use expressed or implied In the use of these plans. spacing is to be spaced and sized in accordance to table 3.2a.In addition to spacing, TOP PLATE TO 2_16d COMMONPER FACE NAIL EXPOSURE CATAGORY (DESIGNED FOR EXPOSURE C)
anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all TOP PLATE FOOT SEE NOTE:1 LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION
5).Refer to the Window and Door schedule for exterior openings. corners. TOP PLATES AT 4-16d COMMONJOINTS FACE ROOF-FOUNDATION DETAIL PAGE&GENERAL NOTE PAGE
INTERSECTIONS EA.SIDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE
6).The General Contractor is to ensure that masonry or prefabraded fireplaces meets 5).TYPE 1 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 2-16d COMMON STUD O.C. NAIL
attached with$d common nails at 6"Interior
at the panel edges and 12"its In the field,and FIRE PROTECTION ym" SMOKE ALARMS TO COMPLY WITH NFPA 72 AND NYS R314 NYS.
7).The General Contractor p to consult with the owner for all built-in items 1/2 inch gypsum wallboard on the interior attached with Sd cooler nails at 7"o.c.at anal HEADER TO 16"O.C. FACE CARBON MONIXIDE ALARMS TO COMPLY WITH R315 NYS.
such as bookcases,shelving, ant p HEADER 16d COMMON ALONG EDGES NAIL SMOKE&CO2 DETECTORS pantry,closets,trims,etc. edges and 10"o.c.in the Feld shall be in accordance with the length requirements specified
In table 3.15a-b. TOP OR BOTTOM 2-16d COMMONPER 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 COMMO PER 2x6 STUD NAIL ENERGY CALCULATIONS 2020 ENERGY CONSERVATION CONSTRUCTION CODE NYS 19 NYCRR PART 124
6).TYPE II EXTERIOR SHEARWALL CONNECTIONS: BOTTOM PLATE TO:
FOUNDATION NOTES: Type 11 exterior shearwalls shall meet the requirements of table 3.15a-b times the appropriate FLOBOTTOJOIST,BAND JOIST, 2-16d COMMO PER FACE NAIL CLIMATIC & GEOGRAPHIC DESIGN CRITERIA
7 length adjustment factors in table 3.16. FOOT SEE NOTE:1,2 74 5 Gagens Landing Road
).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. 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 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 NAIL NAIL NOTES Southold NY 11971
2.4.4.2 and 2.2.4 respectively. QTY. SPACING 20 PSF 130 B SEVERE 3 FT. MODERATE SLIGHT TO 17 NONE
3).Provide expansion joint material between concrete slabs and abutting JOIST TO: PER TOE 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 3.5. ROOF SHEATHING REQUIREMENTS FOR WIND LOADS'
D
4).Any new concrete walls being attached to existing concrete structure shall Header and/or girder connections shall be attached with uplift connections to accordance BRIDGING EACH TOE NAIL SPACING NAIL SPACING D INTERMEDIATE NOTES
be installed with#5 re-bar,18"long at 12"o.c..Use approved epoxy for installation. With table 3.5.Window sill plates shall be have steel connectors in accordance with table TO JOIST 2_gel COMMON
END NAIL SHEATHING LOCATION Unless otherwise noted,all slabs on grade to be 3000 .Concrete to be TO JOIST 2-8d COMMON BLOCKING EACH TOE AT PANEL EDGES SUPPORTS IN THE PANEL FIELD
END NAIL 4'PERIMETER EDGE ZONE 8d COMMON 0 6"O. . 8d COMMON @.6"O.C. SEE NOTES:1,3
poured on 4 inch thick sand or gravell fill with 6x6 wire meshesh reinforcing.Interior slabs 9).CATHEDRAL CEILING ASSEMBLY:
BLOCKING TO: EACH TOE INTERIOR ZONE 8d COMMON 6"O.C. d COMMON 12"O.C. SEE NOTES:1(BOTH FIELDS)
to a 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 COMMON � � NOTE:2 FOR PANEL FIELD
6"maximum lifts(layers). anchored on top of the beam or slope connectors shall be attached to each raker-to-ridge SILL OR TOP PLATE BLOCK NAIL
6).Crawl spaces to be provided with a minimum 18"x24"access opening.Install one 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.C. 8d COMMON(9 4"O.C. SEE NOTES:13
attached with the above requirements. 3-16d COMMON 8x16 cast iron foundation vent for every 150 sq.ft.of area. q TO BEAM JOIST NAIL
JOIST ON LEDGER PER TOE NOTES
7).Dampproof exterior of foundation with bituminous coating as required by current DECK AND COVERED PORCH NOTES: TO BEAM 3-8d COMMON JOIST NAIL THESE NOTES ARE ONLY TO BE REFERRED TO 1F MENTIONED IN SCHEDULE NOTES ONLY. PROJECT TEAM.
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 the below grade portion of exterior walls prior to backfilling. All fasteners,hangers and anchors to be galvinized or stainless steel. 3-lbd END
TO JOIST COMMO JOIST NAIL 1).For roof sheathing within 4 feet of the perimeter edge of the roof,Including 4 feet on each side of the roof peak,
8).Drainage as required by current N.Y.S.Residential Construction Code. 2).Girders for deck joists to be bolted to each post with washers and nuts. BAND JOIST TO: PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used.
FRAMING NOTES Girders on concrete piers shall be anchored with proper steel connectors anchored
SILL OR TOP PLATE 2-16d COMMO FOOT SEE NOTE:1
into concrete with a minimum 1/2"dia x 7"long anchor bolt with washers and nuts. ROOF SH 2).Tabulated 12 inch o.c.nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49.
For framing members with<0.42<G<0.49,the nail spacing shall be reduced to 6 Inches o.c.
1).All framing techniques and methods as prescriptive design of current SBC High Wind 3).Posts supporting girders shall be anchored to a 12"xl2"x12"thick concrete footing. JOINT DESCRIPTION NAIL NAIL
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 Designer/Builder
2).Unless otherwise noted,all framing and structural wood material to be#2+BTR. below grade.Porches with covered roofs shall have 12"dia.concrete piers for the girders. STRUCTURAL PANEL Bd AS PER TABLE 3.8 framing members with 0.42<G<0.49,the nail spacing shall be reduced to 3 inches o.c.
-
Douglas Fir. 4).Deck joists to have blocking at 8'0 o.c.. W FCM SBC WALL SHEATHING REQUIREMENTS FOR WIND LOADS:
CEILING SHEATHING: SHEATHING LOCATION NAIL SPACING NA IL SPACING AT INTERMEDIATE NOTES
3e 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 R I GAS C O
otherwise. Ledger to be fastened to building with 1/2"dia.bolts with washers and nuts JOINT DESCRIPTION
QTY. SPACING 4'EDGE ZONE Sd COMMON(R 6"O. 8d COMMON B 12"O.G. SEE NOTES:1,3(BOTH FIELDS)
where needed. NOTE:2 FOR PANEL FIELD
4).Unless otherwise noted,all bearing wall headers to be(2)2x10#2+BTR.Doug.Fir. GYPSUM 7" O.C.EDGE
opewall headers to have 2 ( ) length Sd COOLERS @ 22260 main road orient ny 11957
Bearing ( )jack studs and 2 full len h studs on each side of all WALLBOARD 10"O.0.FIELD INTERIOR ZONE Sd COMMON 6"O. Sd COMMON 12"O.G. SEE NOTE:3
t
6.Concrete piers shall be a minimum 6"above grade. 631 323 $O22
openings.LVL headers i have(3)jack studs and ( full length studs on each side of WALL SHEATHING: NOTES
openings.Bearing wall window sills shall also have(2)window sell plates for 2x4 wall 7).All joists to be supported with hangers and anchors.Each Joist shall also be anchored
openings between 4'1 and 6'O and 2x6 wall openings between 5'71 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. C@rigaSCO.COm
and blocking where applicable. QTY. SPACING
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 comers,the 4 foot edge zone attachment requirements shall
anchors where applicable to all connecting joists.
PLUMBING NOTES PANELS WFCM-SBC be used.
7/16"OSB 3"O.C.EDGE
6d COMMON 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 PLYWOOD 6"O.C.FIELD 2).Tabulated 12 inch o.c.nail spacing 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 7" O.G.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 5d COOLERS 10"O.C.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. 3).For exterior panel siding,galvanized box nails shall be permitted to be substituted for common nails. Engineer
other access openings unless otherwise noted(typical). FLOOR SHEATHING:___
3).If wall studs,plates or joists are cut out during installation for any plumbing related work, NAIL NAIL
8).Dormers running up roof rafters are to be supported by double rafters on either side provide adequate bracing and plates to protect and secure the structure.Verify with the JOINT DESCRIPTION QT, SPACING 1).PROVIDE 5/8"TYPE-X SHEETROCK FIRE STOPPING AT 10'O MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAL.
where applicable unless otherwise noted. state code and manufacture's recommendation for maximum hole size and spacing permitted. 2).USE SIMPSON HANGERS AND ANCHORS WITH z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ.
STRUCTURAL PANELS 6"O.C.EDGE EGRESS OPENINGS MIN.5.0 SQ GRADE FLOOR 3).INSTALL 1.Cot DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR.
SdCOMMO Joseph Fischetti P.E.
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 (5.7 SQ.FT.2ND.FLOOR)
under all bearing
MIN.44"SILL•AFF
b a Ing Walls. NYS Residential Code R302.11•FIREBLOCKING REQUIRED �1).Mechanical subcontractor is responsible for adhearing to all applicable codes and safety NOTES:
requirements. Flreblocking shall bepn-ldedto cut off all concealed draft openings(both vertical and horizontal) 1725 Hobart Rd Southold NY 11971
NOTE: and to form an effective Flre barter between stories,and between a top story and the roof space. r
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 Frreblocking shall be provlded In wood-frame construction In the following locations. 631 765 2
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 stud walls and partitions,Includingfurred s 954
spaces, the ceiling and Floor
equipment supplier. levels.Conwaled horizontal furred spaces shell also be flreblocked at Intervals nor exceeding 10
11).Unless otherwise noted,all roofs and walls to have a minimum 1/2"thick,4-ply Fir feet.Betts or blankets of mineral or glass fiber shall be allowed as fireblocking In walls constructed
�DX exterior sheathing grade plywood.Plywood to cover over plates and headers. 3).HVAC subcontractor to provide final 1).Nailing requirements are based on wall 11 sheathing
SOIL COMPACTION: using parallel rows of studs or staggered studs.
p system layout drawing and submit it to the General nailed 6"on-center at the panel edge.If wall sheathing
Contractor and owner for final review and approval. Is nailed 3"on-center at the 1).NEW FILL TO BE CLEAN OF ORGANIC MATERIAL CONTRACTOR 2).At all Interconnects-between concealed wrticel and horizontal s
ad Unless otherwise noted use 3/4"thick to PTS Fir or Ad fished l plywood subfloor panel edger s obtain higher TO VERIFY EXISTING SOIL CONDITIONS PRIOR TO FILL dropllings and cove ceilin s peter such as occur et soffits.
adhered with PL400 adhesive and screwed to floor joists.Finished floor to be installed shear capacities,Walling requirements for structural REMOVE AND ADD ADDITIONAL FILL AS NEEDED. ce g
over subfloor as per manufacture's instructions. E LECTRI CAL NOTES: members shall be doubled,or alternate connectors, 3).In concealed spaces between stair strangers at the top and bottom of the run.Enclosed spaces
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. 2).COMPACTION OF NEW FILL SHALL BE AT LEAST 95%PROCTOR under Hairs shall comply with current N.Y.S.Residential Code.
13).All bathroom walls to have 1/2"thick moisture-resistant sheetrock.Garage walls and DENSITY(PER ASTM D 698 AND ASTM D 1557).COMPACT THE
SOIL AT 12"LIFTS(TYPICAL).CONTRACTOR TO HAVE FILL 4).At openings around vents,pipes and ducts at celling and floor level,to resist the free passage of
ceilings and over furnace to have 5/8"thick type-x sheetrock.All other parts of building 2).All electrical work shall be approved by a qualified Underwriter. 2).When wall sheathing is continuous over connected TESTED BY A PROFFESSIONAL AGENCY FOR COMPACTION, name 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 firebiocking of chlmneys and fireplaces,as required by current N.Y.S.Residential Code.
14).All roof with a pitch less than 4:12 shall be installed with an Ice&Water barrier or 3).All electrical work to comply with 2014 NEC. to be reduced tol-16d nail per foot. INCLUDING SUBFLOOR.IS COMPLETE.
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 CAP
AND BASES.USE WITH FLASHING CAPS TO
COVER TOP
Is38E
c.-
L7, LC
A6
!y- .A
RIGAS
DESIGN/BUILD
Insulation is prescriptive design
R49 INSULATION IN EXISTING CEILING JOISTS
-
8' ceiling height in new kitchen following Insulation Requirements Per
Components Fischettl, P.E.
in Table R402. 1 .2 in the
2020 EGGG: PROFESSIONAL ENGINEER
R13 L INSULATION
INTO (STING WAL_S
R20 (using closed cell spray
SISTER FJ NEXT foam)
TO EXISTING WALL [,�
STUDS. BLOC AS REQ. 3 4" SUBFLOOR — Floors — R 1 'I 4/4/22
EXISTING SILL PLATE (2) 9-1/2 LVL NEW 2X8 FJ @16"OC w/ R19 INSULATION 4 — ceilings — R411
• a a e .� a . a a . ro, d � a r e e . a • a a • a -
b°� EXISTING CONC. SLAB • a EXISTING
One step down to existing grade PROPOSED 6 CONC. WALL
• from new exterior kitchen doors. 2'X2X1'
A .
CONC. FTG.
745 Gagens Landing Road
CROSS SECTION Southold NY 11971
SCALE: 3/8" = 1'-0"
PROJECT TEAM:
Designer/Builder
RIGAS CO
22260 main road, orient ny 11957
631 323 8022
c@rigasco.com
3 3
Engineer
41 1 1/2 1 1/4 1 1/4 1 1/2 1 1/4
1 1/4 1 1/4 1f1/41j1/2 11/4
Joseph Fischetti, P.E.
�� wC. WC �� SINK 1725 Hobart Rd, Southold NY 11971
lzr2i W.M. o w �3" 631 7652954
BAH B H F.A.I.
11/441 340 2 24 03 01114 11/2 11/4 3 J2_iE C E
C.O. I I C.O. I C.O.
3 3 C.O. I 3 3 • .�, � APR 0 5 2022
.
• BUILDING DEPT:
•�� ,��' -:c ,�.�a� '� TOWN OF SOl1THOLCD
r
lJ
D
SLOPE" 1/4" PER FOOT PITCH TO DRAIN 4
�
TOAPPROVED ��( r,! `*,":�1. t APR 0 5 2022��.
4"Cleanout SEPTIC SYSTEM
PLUMBING SCHEMATIC TOWN OF SOUTHOLD
SCALE: NOT TO SCALE
A7
i
M.V-00 .� as5cs somas 7�
THIS PROJECT IS IN COMPUANCE WITH 2O20 RESIDENTIAL CODE OF NEW YORK STATE.
OCCUPANCY OR
USE IS UNLAWFULWITHO
f r� If
UT CERTIFICATE
OF OCCUPANCY ``f�O ARCHITECT
COMPLY WITH ALL CODES OF REVISIONS D E S C R I P T 1 0 N
NEW YORK STATE&TOWN CODES
AS REOUI ED AND CONDITIONS OF 6/3/24 PORCH SIZE EDITS
SOMOLDTOVIMM 6/11/25 BUILDING PERMIT SET
SOUTHOLOTowN PLAN"IN"j,COW
80Ui11�DT0"r"STP,USTo �
i1.Y.S.GbC
Additio .
S Certifica on
PROPOSED (2) 11 r ML May Be Req fired.
'I RIDGE
EXISTING ROOF BEYOND
EXISTING ROOF BEYOND
EXISTING ROOF SHINGLES EXISTING ROOF SHINGLES GG � TYPICAL ROOF CONSTRUCTION
TO REMAIN 12 p 6•• 12 TO REMAIN
7 OpPR °/t'� 7 12 E STING STANDING SEAM 7 12 ®N1b RR 12 ROOFING TO LATCH MAIN HOUSE
F�FeO Q EXISTING METAL ROOF TO REMAIN e �� ®� 7 OVER 15# ROOF FELT ON 1/2" CDX PLYWOOD SHEATHING.
6 CEDAR SHIN LES TO �QO PROPOSED FASCIA TS ►�G 6 p YX1O" ROOF RAFTERS A 16" O.C.
8_-0" PLATE HEIGHT MATCH MAIN H USE MATCH EXISTING HOUSE
\ � ]J _ PROPOSED (2) 11 j" ML 2"x8" CJ 016" OC.
6-8"_T.O. WINDOWS__
EXISTING HEADER HEADER WRAPPED PER APPROVED AS SELECTION OF OWNER n WNOTED
- - FEa -da gY ,I 0
NOTI!-Y Bt/tLDING DEPARTMENT AT IN I
.J U�, 2 202'
EXISTING HOUSE EXISTING HOUSE
m o EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING BEYOND BEYOND 631-765-1802 BAM TO 4PM FOR THE
FOLLOWING INSPECTIONS: G ® partmc9lt
1. FOUNDATION-TWO REQUIRED I_;.• of Finuthold
EXI NG
HOUSOF EXISTING EXI NG FOR POURED CONCRETE
0" T.O. FIRST FLOOR EXISTING BLUE 2 ROUGH-FRAMING&PLUMBING
LINE OF EXISTING STONE PATIO 3- INSULATION
\—� - - EXISTING CEDAR SHINGLE EXISTING CEDAR SHINGLE EXISTING CEDAR SHINGLE COLUMN 4. FINAL-CONSTRUCTION MUST
SIDING TO REMAIN SIDING TO REMAIN SIDING TO REMAIN
. _ __ ExISTINc P.c, sue 8E COMPLETE FOR C.O.
— —III—I I I SOIL�NExcAVATm ALL CONSTRUCTION SHALL MEET THE
_ Ed 11=1 11=1 11 Is 11=1 11= REQUIREMENTSOFTHECODES OF NEW
III—II III—III
EXISTING BLUESTONE COMPACT do FILLED w
PROPOSED 6"X6" POST x = I III— EXISTING P.C. YORK STATE. NOT RESPONSIBLE FOR
WRAPPED PER SELECTION OF LANDING AND STEPS O Z -III =III FOUNDATION WALL ON
OWNER (TYP OF 2) I I- — EXISTING P.C. FOOTING DESIGN OR CONSTRUCTON ERRORS
r7 ———— — — — — — — MIN. 36" BELOW Y
GRADE Q
Q
ELECTRICALtNSPECTION REQUIRED
E FRONT ELEVATION W PROPOSED FRONT PORCH
zZ 0o
1
RETAIN,ST�J '";� l"dATER RUNOFF 0 w ry >_
SCALE: 1/4"=1'-0" 'UF;` NT TO C{'tt,PTER 236 ~ (�
JF THE TOWN CODE. Q z
s SECTION THROUGH PROPOSED FRONT PORCH z -
1 SCALE: 1/4"=1'—O" W
z
w Qz
0W
Q
� o
Q z _j
CD z w 0
0 Q
m >= D
Q < d- ( (�
EXISTING EXISTING V /
CLOSET CLOSET
NO CHANGE NO CHANGE
0 I
ZwQ2
in57<o�
w p
Z
EXISTING EXISTING EXISTING I RAFTER TO WALL
BEDROOM 2 BEDROOM 3 DINING ROOM I Ridge Beam (14) 1Od x 1 1/ ' FAS R
NO CHANGE NO CHANGE z NO CHANGE
w ~
0Z w Z w
F-VQ
cnov _
U
w Z 7'-92' I RIDGE
- � I Charles M . Thomas ,
EXISTING PROPOSED RAFTER
EXISTING w z FRONT PORCH,, N EXISTING a r �; h I t e C t
REMOVE EXISTING FRONT I�Q ` COVERED / a J
PORCH �_.I 2'-8"' 0 Li
— — — — — — — — — — — — — — — MTS12 PO BOX 8T/ JAt�ESPORT, NY 11947 (631) 721-1993
a I Simpson Strong Tie
ROPOSED (2) 11 J" MIL WITH CEILING COLLAR TIES ® 32" O.C. PROJECT
PROPOSED 6"X6" POST ADE — —LINE OF PROPOSED ROOF
WRAPPED PER SELECTION OF ABOVE CS-2OX1H" MIN. WITH (7) 10d COMMON NAILS
B
OWNER (TYP OF 4) — — — _ _ _ — _ — _ _ PER RAFTER INSTALLED OVER PLYWOOD
NOTE: SEE CROSS SECTION RIDGE STRAP TIE D10
FOR FOUNDATION DETAIL
SCALE: N.T.S.
P FIRST FLOOR PLAN W PROPOSED FRONT PORCH
-- ----- -- —1 SCALE: 1/4"=1'-0" RAFTER TO WALL PROPOSED FRONT
SCALE: N.T.S. PORCH ROOF
DATE: 4/3/24
D E S I G N C R I T E R I A PROJECT No.
DRAWING BY.
CHK BY.
G
SUBJECT T0 DAMAGE FROM
DW No.
GROUND WIND SEISMIC WINTER ICE FLOOD LIVE DEAD ROOF UPLIFT LOAD WALL SHEATHING USE/ HEIGHT AIR TYPE OF �WN 001 00
SNOW SPEED DESIGN FROST DESIGN SHIELD HAZARDS LOAD LOAD SUCTION LOAD OCCUPANCY FREEZING CONSTRUCTION
LOAD (MPH) CATEGORY LINE TEMP. UNDERLAYMENT CLASSIFICATION INDEX
WEATHERING DEPTH TERMINATE DECAY REQUIRED °F
20 130 B SEVERE 36" MODERATE SLIGHT 11 Y E S FROM 1998 40 PSF 20 PSF PERIMETER EDGE ZONE - 6.72 PSF EDGE ZONE - 35.6 PSF RESIDENTIAL 34' 599 TYPE V
TO TO FIRM MAPS INTERIOR ZONE - 51.4 PSF INTERIOR ZONE s 28.9 PSF
HEAVY MODERATE
THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT.VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS.
i
c.)
ARCHITECT
12 12 12 12
EXISTING D Q EXISTING EXISTING EXISTING
INE OF EXISTING INE OF EXISTING REVISIONS D E S C R I P T ION
GARAGE ROOF - HOUSE ROOF 6/11/25 BUILDING PERMIT SET
kEXIS-TINGROOFING 12 EXISTING STANDING SEAM
EXISTING STANDING SEAM 2EXISTINGROOFING
-_- EXISTING METAL ROOF TO REMAIN E ST1 METAL ROOF TO REMAIN EXISTING TO REMAIMAIN -
: .! --1-
I I
_ T 9'-6" PLATE HEIGHT -
- - -- - - - -
Ll
? ,_ r EXISTING HEADER
(]STING HEADER
T_ 7 r -
J 6'-8" T.O. WINDOWS
�
7T 1 T I
EXISTING CEDAR SHINGLE EXISTING CEDAR SHINGLE
SIDING TO -MAIN SIDING TO REMAIN `O OPEN
r _ ] ,IT 7 ,�1��]�i ' AIR
EXISTING � TING PERGOLA & � AIR 28310
I- �I HOUSE
)CIATED
I rlrT�' �_ BE
1TT7 � J 17 r r I, �rTG )VEDR PER TOZBA
-1� LINE OF EXISTI
1 -I T ICOLUMN I SION MADE ON
r]_�- IT77_� 77_IO Jil_I-J T .J� L 3, 2025. EXI SIDING GTOA REMAIN
GLE
._ LI-rJLI� � 1,� 18'-0_T.O. FIRST FLOOR EXISTIN DOOR ITFTT
�, T
E FRONT ELEVATION E REAR ELEVATION
- ---- -- - ------ -------- -
1
2 SCALE: 1 4" = 1'-0"SCALE: 1/4" = 1'-0" /
w
F� -f _1= T -f _ � 6� = T- _T _I_ T -1 U C) y
INE OF EXISTING I 2,T X� I
GARAGE ROOF � "
l l l l l l l l l l l l I x " POST WRAPPED z 0 0
EXISTING
NE O _ II I I I I I I I I I I I II O �
SIF TING
OUSE ROOF P—
i
- -- - -- - -' - EXISTING PERGOLA & — 0
II I I I I I I0 I I I I I II o- 1-_-- -.-_ , ,- - EXISTING ROOFING - - ASSOCIATED
II tO STRUCTURES TO BE Z
l j r� - TO REMAIN z
] � � EXISTING ROOFING
II REMOVED PER ZBA O —
T - = TO REMAIN = - _ .i _ DECISION MADE ON
i l l l l l l l II U O W
T 1-y - - - - LINE OF EXISTING PATIO oD APRIL 3, 2025.
I I �N I I I I I I I Z
W_�:XISTNG
I I I I I I I L Q Z
0
II ���� ��� I II--F- -I— �- --ROOF IOVERH�ING-,—
LINE OF ROOF OVERHANG "W LED ER Q
RAFTERS X8
I ---- - � � �
1 ] ' 7 T r Exl
r XISTING 8'X8" LINE OF ROOF OVERHANG
r I CST LINE OF EXISTING HOUSE - - - - - o
�� XISTING.CEUA j_ HIIN E � .j 1 EXISTING CEDAR SHINGLE
�T � j SbINGjTO; EM�IN]j 1 7���� IdIIV �RE AIN! H > 8'-8" � 1� 1 '- 00
Tl ] '17 1._: 1.1 7 _ 1 11� I I EXISTING - I W
TT7 1- 7l 7 1 7 Tj 1 Jr 7 ] EXISTING 28310 I r n O
_Ili ] r r ]]1 28310 I EXISTING PERGOLA & XI�`nAEAb 0 3068
ASSOCIATED 0 ExISTING OZ —� �J
STRUCTURES TO BE V Q
r I J _.1 I._' ] _1 T 1.i 1-7 REMOVED PER ZBA 00 a= 1 a`DDD
77 0
;li.!_TlI I I DECISION MADE ON �a NWI m v
;) 7J ,��IyT7 T7�7_._,7r. ��- ,77 . 1. I I APRIL 3, 2025. 0
�� z D
N >=
EXISTING � u /
w WI GARAGE I Q �-
(n
= z o EXISTING POURED CONCRETE I v ,
SLAB I
FL)~ EXISTING RIDGE FI 1 11
X Z O EXISTING _0
w w F COVERED `�
r0
—E o W
SIDE ELEVATION WALKWAY Tr Tr
9'-11" CEILING HEIGHT -------- -------- I o
3 SCALE: 1/4" = 1'—O" Z FROM PATIO TO BOTTOMS ii ISTING 2X6 COILLAR I t
OF CEILING 00 TIES
11
w II II I z
II II zi
N W II II
CD a E) STING 2X // EX TING 2X8 ROOF 2z1
F I I RR 1 II RAFTERS 77 ►noN
INE OF EXISTING L II II Nwl
RIDGE EXISTING HEADER w II II
�5 o II II I
TYPICAL CEILING CONSTRUCTION LINE OF ROOF OVERHANG�('I II 8080 0. DOOR II
EXISTING ROOF SHINGLES TO REMAIN oo`` SnN� I I
OVER 15# ROOF FELT ON 1/2" CDX PLYWOOD SHEATHING. +�F` 2k&Rp I L
2"X8" ROOF RAFTERS ® 16" O.C. 'L of EXISTING J
— — — — — — — — — — — — — — —
�G RqF I LINE OF—ROOF OVERHA—NG
18-° Charles M. Thomas
a r c h i t e c t
W I �
PO BOX 877 JAMESPORT, NY 11947 (631) 727-7993
EXISTING I a
TYPICAL WALL CONSTRUCTION GARAGE
PROJECT
EXISTING CEDAR PERFECTION SHINGLES TO REMAIN - c� I 0
TYVEK HOUSE WRAP 1/2" CDX PLYWOOD SHEATHING F I 0
ON 2"X4" WD. STUDS @ 16" O.C. X o:
I 0
W
0
O Iz
J
w
Z
EXISTING 4" POURED CONCRETE SLAB
4 MILL VAPOR BARRIER
AS BUILT GARAGE
rq DATE: 1/2/23
PROJECT No.
s
P GARAGE FLOOR PLAN DRAWING BY.CROSS SECTION CHK BY.
1 SCALE: 1/4" = 1'-0" 1 SCALE: 1/4" = 1'-O" DWG No.
, OF ,
THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT.VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS.
TOP PLATE FRAMING TO ACCOMADATE TABLE R 301.7
CORNER AND PARTITION POSTS ALLOWABLE DEFLECTION OF STRUCRURAL MEMBERS
RAFTERS AND CEILING PIPING — R 6 02.7.2 STUCTURAL MEMBER ALLOWABLE
JOISTS OR APPROVED DEFLECTION -~
PLATES ��= '-..
ROOF TRUSS RAFTERS W/GREATER L/180 "` �,
TOP
SLOPES THAN 4 W/NO TOP PLATES , 1
FINISHED CEILING 1� a ,
TOP PLATE
SECOND STORY TOP PLATE- GYPSM BOARD INSTALI� �"I M N TABLE 3.1 ATTACHED TO RAFTERS V'
SEE DRILLING AND 16d NAIL AT 24 O.C. STUD INTERIOR WALLS AND H/180
JOIST IS PERMITTED TO
NOTCHING PROVISIONS ACCORDANCE WITH PARTITIONS _ *
_
BE CUT OR NOTCHED FLOORS AND PLASTERED L/360 STUD
BORED HOLE MAX CEILINGS
FLOOR JOIST— BETWEEN THESE LIMITS WALL STUD— DIAMETER 60% — ALL OTHER STRUCTURAL L/240 BORED HOLE MAX Z
SEE DRILLING AND SEE DRILLING AND
BOTTOM PLATE NOTCHING PROVISIONS NOTCHING PROVISIONS OF STUD DEPTH MEMEWALL DIAMETER 40%
WFCM SECTION 3.3.1.1.1 EXT. WALLS W/ PLASTER OR H/3so OF STUD DEPTH �
1/3 SPAN 1/3 SPA WFCM SECTION 3.4.1.1.1 WOOD STRUCTURAL PANEL STUCCO FINISHE „
NSTALLED IN ACCORDANCE 5/8 MIN. TO EDGE
d NAIL AT 6" O.C. WITH WFCM TABLE 3.1 EXT. WALLS-WIND LOADS L/240 5/8 MIN. TO EDGE
'0 ALL PANEL EDGES) WITH BRITTLE(b) FINISHES
T JOIST ENDS TO BE 8d NAIL AT 12 O.C. ON ALL EXT. WALLS-WIND LOADS L/240 —
FRAMING MEMBERS NOT AT 5/8" MIN. TO EDGE
NOTCH MUST NOT EXCEED WITH FLEXIBLE a FINISHES NOTCH MUST NOT EXCEED
FOR BLOCKING BLOCKED AGAINST PANEL EDGES 25% OF STUD DEPTH 0
—BAND JOIST AND BRIDGING ROTATION IN ACCORDANCE (a) CORNER DETAIL 40% OF STUD DEPTH NOTES: in SPAN LENGTH, H = SPAN HEIGHT
TOP PLATE SEE WFCM SECTION 3.3 a. The wind load shall be permitted to be taken as 0.7 times the v7
OR BLOCKING WITH WFCM 3.3.1.3—END RESTRAINT " GYPSM BOARD INSTALLED IN component and cladding loads for hte p g BORED HOLES SHALL NOT w
p g purpose of the determining
AND 3.3.1.4 BRIDGING d NAIL E 6 O.C. ACCORDANCE WITH WFCM TABLE 3.1 BORED HOLES SHALL NOT deflection limits herein. BE LOCATED IN THE SAME eff�HH9%E IS BETWEEN 40% AND 60% o
BEARING ALL PANEL EDGES) BE LOCATED IN THE SAME b. For cantilever memebers, L shall be taken as twice the lenght CROSS SECTION OF CUT OR OF STUD DEPTH THEN STUD MUST BE
WALL of the cantilever.
CROSS SECTION OF CUT OR 5/ " MIN. TO EDGE c. For aluminum structural members or paneles used in roofs or DOUBLE AND
Nd MORE THAN
B TWO
LED
1 IN.x4 IN. RIBBON walls of sunroom additions or patio covers, not supporting edge of SUCCESAND SO BORED co
LAP JOIST 3 IN, MIN. CUT INTO STUD — glass or sandwich panels, the total load deflection shall not c�
BAND JOIST —BOTTOM PLATE FOR FIRE BLOCKING exceed L/60. For sandwich panels used in roofs or walls of p n � �
WOOD STRUCTURAL PANEL sunroom additions or patio covers, the total load deflection shall u7 N 't N
OR BLOCKING ° 16d NAIL AT 24" o.c.J INSTALLED
TABLETABLE03DANCE WFCM 2015 SB C HIGH WIND EDITION not exceed L/,20 TABLE R 301.2221 WFCM 2015 SBC HIGH WIND EDITIONUj
SILL PLATE JOIST o .
8d NAIL AT 6" O.C. ON ALL SECTION 3.4.3.1 .1 FIGURE 3.3B WALL BRACING ADJUSTMENT FACTORS BY ROOF SECTION 3.4.2.1 .1 FIGURE 3.3 A
ORA BASEMENT
NOTCHING AND BORED HOLE LIMITATIONS COVERING DEAD LOAD NOTCHING AND BORED HOLE LIMITATIONS
OR BASEMENT \—SUBFLOOR FRAMING MEMB RS AT PANEL
° FOUNDATION MONOLITHIC
�AB LON I GRADE FRAMING MEMBERSCNOT AT L D�D LOAD G DAD LOAD NG
FOUNDATION (b) INSIDE CORNER DETAIL PANEL EDGES FOR INTERIOR NONBEARING WALLS WALL SUPPORTING ,5 psf or less 25 psf FOR EXTERIOR WALLS AND BEARING WALLS
PLATFORM FRAMING INTERMEDIATE BALLOON FRAMING EXTERIOR CORNER FRAMING NOTCHING AND BORED HOLE LIMITATIONS ROOF ONLY 1.0 ,.2
FOR EXTERIOR BEARING AND INTERIOR 2x4 CONTINUOUS
BEARING WALL ROOF PLUS ONE STORY 1.0 1.1 ,
TYPICAL
AL WALL FLOOR 8c ROOF FRAMING NON—BEARING WALLS: R602.6 (1 �(2) FOR SI: 1 POUND PER SQUARE FOOT = 0.49 kN/M(2) LATERAL BRACE AT 6 O.C. H N
JOISTS a. LINEAR INTERPOLATION SHALL BE PERMITTED L1J O
WIND—BORNE (DEBRIS PROTECTION FASTENING SCHEDULE
2-10d NAILS (n W N
FOR WOOD STRUCTURAL PANELS j 6ROOF FRAMING DOUBLE TOP PLATE
TRUSS OR CEILING JOIST 0 LJ_I
F A S T E N E R S P A C I N G (inches) IiI I I I I i SEE STUD TO RAFTER Z ^
FASTENER SPAN 4 FEET 6 FEET BLOCKING SECTION A—A C PLE�TUJ PICAL OR STUD TO STUD DETAIL GABLE END TRUSS IU
TYPE < 4 FEET < PANEL SPAN < PANEL SPAN ENDWALL —CONNECTORS < 0
< 6 FEET < 8 FEET 1/2' SPACINGS A A R QUIRED Cif U
ALLOWS E CH SIDE _
N0. 8 WOOD SCREW 16" 10" 8" HOLDDOWN NAILS
ANCHOR WITH 2" EMBEDMENT INSTALLATION
HEADER STUDS --FULL LENGTH 5d COOLER NAILS AT 10" O.C.
LENGHT DOUBLE A A WA STUDS
STD (MIN) E CORNER STUD NPL�IF'T CONNECTION IS REQUIRED BRACE WITH 4-10dD NAILS
TO ACH
AT HARDWAR o o CONNECTED TO BLOCKING
NO. 10 WOOD SCREW 16" 12" 9" HOLDDOWN o o TRANSFER SHEAR TYPIC L AT EACH END OF HEADER AND GYPSUM BOARD Z
ANCHOR WITH 2" EMBEDMENT (HDU) ° CONN CTO S AT BOTTOM OF HEADER STUDS IN
NOTE: SIMILAR REQUI ED ADDITION TO CONNECTORS AT 5d COOLER NAILS AT 7" O.C. Z W
LENGHT o ° ° CONNECTION AT EA H SIDE CO EC R
o FOUNDATION. R UIR BOTTOM OF CRIPPLES P ES ALL STUDS AND AT TOP AND 20 GAUGE STRAP L1J 0
2-16d COMMON
1/4" LAG SCREW BASED ANCHOR 16" 16" 16" SIDE WALL ° NAILS AT 6'D.C. FLOOR BRACING AT END BAYS TYPICAL FRAMING AND UPLIFT 10-8d NAILS 0 Uj
WITH 2"LENGHT EMBEDMENT I , SUBFLOOR \
(WFCM FIGURE 3. 6) CONNECTIONS FOR OPENINGS < W
I
Sd NAIL AT 4 O.C. u
ENDWALL STUDS
a. THIS TABLE BASED ON 180 MPH WIND SPEEDS AND A 33 FOOT MEAN ROOF HEIGHT. I FACE OF FOOTING CEILING BRACING GABLE ENDWALL
b. FASTENERS SHALL BE INSTALLED AT OPPOSING ENDS OF THE WOOD STRUCTURAL PANEL.
FASTENERS SHALL BE LOCATED NOT LESS THAN 1" FROM EDGE OF PANEL. BAND JOIST Ldck-1 0— 12" MAX. (WFCM FIGURE 11
° c. ANCHORS SHALL PENETRATE THROUGH THE EXTERIOR WALL COVERING WITH AN
„ � 0 AILS BASED ON
EMBEDMENT LENGHT OF NOT LESS THAN 2 INTO THE BUILDING FRAME. o ,l SHEAR WALL REQUIREMENTS
FASTENERS SHALL BE LOCATED NOT LESS THAN 2 1/2" FROM THE EDGE OF CONCRETE BLOCK OR MASONRY. _ Q
// TOP PLATE U w
d VIBRATION—RESISTANT AN TO CHOORS HNRY AVING NGSOANRULTIMA EOWIT WITHDRAWAL CAPACITY OF NOT `� r ° o H NO CEILING PROVIDE RAFTER TO RIDGE TENSION STRAP cv
DIAPHRAGM CENTER 2x BLOCKING RIDGE HANGERS IF USE 8-8d COMMON NAI SO4
LESS THAN 1,500 POUNDS. EXC EBD 15 FT. �X. NCEEDU 40 FT. MA REQUIRED RAFTER TAILS ARE NOT EACH END OF 1-1/4° v BT NEED NOT ON SHEATHING JOINT �, o
WOOD STRUCTURAL PANELS SHALL HAVE A MINIMUM THICKNESS OF 7/16 INCH (11.1 m) ° ° ° 15/32 WOOD STRUCTURAL PANELS STRAPPED TO TOP 20 GAUGE STRAP ~
HOLDDOWN ° ° CORNER STUD 0 GABLE FACE AND ON WALL BELOW PLATE OF WALL BELOW
(HDU) o ° CONNECTED TO BASED
ROOF RAFTER ° o TRANSFER SHEAR ON HEARWALL REQUIREMENTS
o °
FOUNDATION CLEARANCE FROM SLOPES GABLE ENDWALL, BALLOON FRAMING " N
°
20 GA. STRAP— SDOUBLE �_ rTUD0
PREFERRED METHOD
STUD (MIN.) o Z
14 WIDE MIN. AT HAR0
DWARE 8d NAIL AT 12" O.C. ON RAFTER Q 0
W/(8) 8d NAILS HOLD DOWN ALL FRAMING MEMBERS
EACH SIDE BRACKETS AT SHEAR WALL CORNERS, NOT AT PANEL EDGES 3
WINDOW AND DOOR OPENINGS: GYPSUM BOARD Z
W
(FLOOR TO FLOOR & FLOOR TO FOUNDATION; WFCM
.
16d NAIL AT RIDGE BEAM
FLOOR TO FLOOR PHD5 24" O.C. RIDGE TENSION STRAP DETAIL CZ
TABLE R301 . 5 NOTES
CONNECTION o � N
FOR SI: 1 POUND PER SF= 0.0479 kN/M(2), 1 POUND = 4.45N.
SIDE WALL a. ELEVATED GARAGE FLOORS SHALL BE CAPABLE OF SUPPORTING --
EXTERIOR WALL STRAPPING SCHEDULE 8d NAIL AT 6" A 2,00 POUND LOAD APPLIED OVER A 20 SQUARE INCH AREA. T
AREA HOLDDOWN USED O.C. (ALL PANEL b. APPPLIED TO ATTIC SPACES MEETING THE REQUIREMENTS IN 0 a)
T A B L E R301 . 5
� LENGTH NUMBER OF CAPACITY OF HOLDDOS NOTES SECITRON R802.4.1 FOR CONVENTIONAL CEILING JOISTS AND
NAILS EDGES) SECTION R802.10.7 FOR TRUSSES. ATTICS WITHOUT STORAGE ARE
WOOD STRUCTURAL PANEL THOSE WHERE THE MAXIMUM CLEAR HEIGHT BETWEEN JOINST AND
RIDGE SIMPSON CS-20-40 INCHES MIN. 6-8d PER RAFTER 602 LB RAFTER TO RAFTER C"
im S son Strong — Tie INSTALLED IN ACCORDANCE WITH RAFTER IS LESS THAN 42 INCHES, OR WHERE THERE ARE NOT TWO
RAFTER TO STUD SIMPSON H-7 ANCHOR 4-8d TO RAFTER 985 LB PER EVERY RAFTER OR MORE ADJACENT TRUSSES WITH THE SAME WEB CONFIGURATION MINIMUM UNIFORMLY DISTRIBUTED LOADS (PSI )imp son TO STUD CONNECTION NAILING SCHEDULE (TABLE 3.1, CAPABLE OF CONTAINING A RECTANGLE 42 INCHES HIGH BY 2 }
A 3 5— Chimney Framing , 2-8d TO PLATES WCFM HIGH WIND EDITION) FEET WIDE, OR GREATERE, LOCATED WITHIN THE PLANE OF THE Z
FLOOR TO FLOOR SIMPSON CS-20-40 INCHES MIN. 40-8d 1005 LB PER EVERY STUD TRUSS. FOR ATTICS WITHOUT STORAGE, THIS LIVE LOAD NEED NOT
CONNECTION (A) OUTSIDE CORNER DETAIL BE ASSUMED TO ACT CONCURRENTLY WITH ANY OTHER LIVE LOAD USE LIVE LOAD
3 ROOF RAFTER RIDGE DETAIL STUD TO SILL PLATE SIMPSON H-8 5-8d TO STUD 745 LB EVERY STUD REQUIREMENTS. Co
4-8d TO PLATE GYPSUM BOARD c. INDIVIDUAL STAIR TREADS SHALL R DESIGNED FOR THE Co
8d NAIL AT UNIFROMLY DISTRIBUTED LIVE LOAD OR A 300 POUND
* NOTES: SIMPSON STRONG 'TIE HDU 6" O.C. (ALL CONCENTRATED LOAD ACTING OVER AN AREA OF 4 SQUARE EXTERIOR BALCONIES 40 (� LU
LU
3 SCALE: N.T.S. ALL STRAPPING INDICATED MEETS OR EXCEEDS THE REQUIREMENTS IN THE SBCCI (STANDARD FOR HURRICANE RESISTANT RESIDENTIAL SIZE PER MOST RECENT ATALOG PANEL INCHES, WHICHEVER PRODUCES THE GREATER STRESSES.
CONSTRUCTION, SSTD 10-99) TABLE 305 F1 FOR EAVE CONNECTIONS, TABLE 305 F2 FOR UPLIFT LOADS AT GABLE END WALLS AND SIDEWALL d A SINGLE CONCENTRATED LOAD APPLIED IN ANY DIRECTION AT
TABLE 3.2 FOR FOUNDATION CONNECTIONS. NAILING OVER STRUCTURAL WOOD PANEL SHEATHING IS ACCEPTABLE AS LONG AS MIN. ° EDGES) ANY POINT ALONG THE TOP DECKS 40 V -'
NAIL PENETRATION INTO FRAMING IS ACHIEVED. e. SEE SECTION R502.2. FOR DECKS ATTACHED TO EXTERIOR
WOOD STRUCTURAL
WALLS. PASSENGER VEHICLE GARAGES 50
®II 'k INSTALL THROUGH FIRST FLOOR SHOE. PANEL INSTALLED IN f. GUARD IN - FILL COMPONENTS (ALL THOSE EXCEPT THE
HANDRAIL) , BALUSTERS AND PANEL FILLER SHALL BE DESIGNED L x
®I ACCORDANCE WITH TO WITHSTAND A HORIZONTALLY APPLIED NORMAL LOAD OF 50 ATTIC WITHOUT STORAGE 10 o
dI NAILING SCHEDULE 16d NAIL AT POUND ON AN AREA EQUAL TO 1 SQUARE FOOT. THIS LOAD NEED
m
(0 (TABLE 3.1, WCFM 2015 24" O.C. NOT BE ASSUMED TO ACT CONCURRENTLY WITH ANY OTHER LIVE ATTICS WITH STORAGE 20
LOAD REQUIREMENT. a® HIGH WIND EDITION) 3 APPLIES TO ATTICE SPACES NOT MEETING THE REQUIREMENTSg'
® z FOR STORAGE PER FOOTNOTE b. SEE SECTION R802.4.2 FOR ROOMS OTHER THAN SLEEPING ROOMS 40
® 8d NAIL AT 6" O.C. ON CONVENTIONAL CEILING JOISTS AND SECTION R802.10.6 FOR
ALL FRAMING MEMBERS TRUSSES. FOR ATTICS WITH LIMITED STORAGE AND CONSTRUCTED SLEEPING ROOMS 30
AT PANEL EDGES AND (B) INSIDE CORNER DETAIL WITH TRUSSES, THIS LIVE LOAD NEED ONLY BE APPLIED TO THOSE
PORTIONS OF THE BOTTOM CHORD OF NOT LESS TAHN TWO
12 O.C. ON ALL ADJACENT TRUSSES WITH THE SAME WEB CONFIGURATION STAIRS 40
FRAMING MEMBERS NOT CONTAINING A RECTANGLE 42 INCHES (1067mm) HIGH OR GREATER
AT PANEL EDGES BY 2 FEET (610 mm) WIDE OR GREATER, LOCATED WITHIN THE GUARDRAILS AND HANDRAILS 200 SHEET NO.
PLANE OF THE TRUSS. THE RECTANGLE SHALL FIT BETWEEN THE
2 C 0 R N E R BRACING DETAIL TOP THE BOTTOM CHORD AND BOTTOM ANY OTHER TRUSS
MEMBER, PROVIDED THAT EACH OF THE FOLLOWING CRITERIA IS
MET:
EXTERIOR CORNER FRAMING 1. THE ATTIC AREA IS ACCESSIBLE BY A PULL - DOWN STAIRWAY
3 SCALE: N.T.S. OR FRAMED OPENING IN ACCORDANCE WITH sECTION 807.1:AND
2. THE TRUSS SHALL HAVE A BOTTOM CHORD PITCH LESS THAN
Simpson Strong— Tie 2:12.
h ATTIC SPACES SERVED BY A FIXED STAIR SHALL BE DESIGNED
HDU TO SUPPORT THE MINIMUM LIVE LOAD SPECIFIED FOR SLEEPING
ROOMS.
I
(TABLE 3 2A WFCM 2018 HIGH WIND EDITION) The design of this structure is based upon prescriptive approach using the r
TABLE 3. 1 WFCM 2018 HIGH WIND EDITION ) SILL OR BOTTOM PLATE TO FOUNDATION ANCHOR BOLT Wood Frame Construction Manual (WFCM) 2018 130 MPH COPYRIGHT 2015 SBC
published by The American Forest and Paper Association. Non- Structural elements G E N E R A L N 0 T E S , '�Mt. �r� , �•��
N I P IF are based upon the 2020 NEW YORK STATE RESIDENTIAL CODE. �a
NAILING SCHEDULE_ MAX. ANCHOR BOLT SPACING (INCHES) 1. All works shall be performed in accordance with all state,
ANCHOR BOLT CONNECTION FOUNDATION NOTES 1,2,3,4Geographical
RESISTING SUPPORTING For the Climatic and Geo ra hical Desi n Criteria, see Table R301.2 1 on
9 P 9 O municipal, local zoning and building codes and ordinances i ,
sheet no. 1 having jurisdiction and best standards of construction �,;
NUMBER OF NAILS NAIL SPACING 1/2" ANCHOR BOLTS 31 All non engineered lumber to be Douglas Fir 2 or better practice.
JOINT DESCRIPTION 1 - FLOOR g 9 # P
COMMON NAILS e �?. .,.:r,,, • t�
LATERAL AND SHEAR LOADS 2 - FLOORS 5/8- ANCHOR BOLTS 48 Wind Limitations-Section R301.2.1 The American Institute of Architects Conditions shall apply
4-8d PER RAFTER/STUD 1, PRESCRIPTIVE LIMITS ARE BASED ON ASSUMPTIONS IN TABLE 3.26 Design Criteria-Section R301.2.1.1. (See Table R301.2.(4)A for Wind-Bom Debris to all work performed on this project. t';, �'�r R'
RAFTER TO TOP PLATE TOE-NAILED 2. WHEN ANCHOR BOLTS ARE USED TO RESIST UPLIFT, LATERAL, AND SHEAR LOADS, THE MAXIMUM ANCHOR BOLT SPACING SHALL NOT EXCEED THE Protection Fastening Schedule For Wood Structural Panels) 2. The Contractor shall verify all conditions at the site. Any
CEILING JOIST TO TOP PLATE TOE-NAILED 4-8d PER JOIST LESSER OF THE TABULATED VALUES FOR UPLIFT LOADS (TABLE 3.2C) OR LATERAL AND SHEAR LOADS (TABLE 3.28).
3. FOR THREE SECOND GUST WIND SPEEDS GREATER THAN 130 MPH. discrepancies must be brought to the attention of the Architect
9-16d EACH LAP 4. F NO CASE SHALL ANCHOR BOLT SPACINGS EXCEED 6 FEET ON CENTER. Live Load-Section R301.5 prior to commencement of construction. The Contractor shall be
CEILING JOIST TO PARALLEL RAFTER FACE-NAILED Light and Ventilation-Section R303 responsible for corrections not reported once he has started work
9-16d EACH LAP Minimum Room Area-Section R304 except for hidden job conditions. z
CEILING JOIST OVER PARTITIONS FACE-NAILED Ceiling Height-Section R305 3. Contractor shall guarantee to the Owner that all materials and 0
COLLAR TIE TO RAFTER (FACE-NAILED) 6-8d PER TIE Sanitation-Section R306 equipment incorporated in the work will be new, and that all work
2-8d EACH END Toilet Bath and Shower Space-Section R307 will be of good quality, free from faults and defects for a period
Glazing-Section R308 of one year form the date of the final Certificate of Occupancy.
BLOCKING TO RAFTER TOE-NAILED Garages and Carports-Section R309 4. The Architect shall not be responsible for the construction means,
2-16d EACH END Emergency Escape and Rescue Opening-Section R310 method, techniques, sequences or procedures, or for the safety -
TRIM BOARD TO RAFTER END-NAILED Means of egress-Section R311 precautions and programs in connection with the work, and he
WALL FRAMING Landing-Section R311.3 shall not be responsible for the contractors failure to carry out v
2-16d (SEE NOTE 1) PER FOOT Ramps-Section R311.6 the work in accordance with the construction documents. The N
TOP PLATE TO TOP PLATE FACE-NAIiLED Stairway-Section R311.7 Architect shall not be responsible for the acts or omission by
4-16d JOINTS - EACH SIDE Handrail-Section R311.7.8 the contractor No changes shall be made in the documents u'
TOP PLATE AT INTERSECTION FACE-NAILED Guards-Section R312 and/or the building as designed without the expressed written o
STUD TO STUD FACE-NAILED 2-16d 24' O.C. Smoke Alarms-Section R314 consent of the Architect.
16d 16" O.C. ALONG EDGES Carbon Monoxide Alarms - R315 5. The contractor and all subcontractors shall maintain continuous
HEADER TO HEADER FACE-NAILED Foam plastic-Section R316 insurance coverage statutory policies (Worker
2-16d PER 2X4 STUD Flame Spread and Smoke-Section R315 Compensation, etc.) and general liability in an mount not Z c0 N
TOP OR BOTTOM PLATE TO STUD (END-NAILED) 3-16d PER 2X6 STUD Insulation-Section R316 less than S 5 million and automobile liability and damage 0 N N
Dwelling Unit Separation-Section R317 F � �
4-16d PER 2X8 STUD Moisture Vapor Retarders-Section R318 coverage not less than S 2 million. The Architect shall be N
Protection Against Decay-Section R317 named insured on any and all policies. w
ginKING FACE-NAILED
2-16d SEE NOTE 1,2) PER FOOT Protection Against Termites-Section R318 6. Provide 0.025" of a meatal shield, other than aluminium, over fibrous to 0)
insulation at all perimeter sills.
FLOOR FRAMING Site Address-Section R319 7. All wood in contact with concrete or masonry to be Wolmanized
Accessibility-Section R320 or pressure creosoted.
JOIST TO SILL TOP PLATE TO GIRDER TOE-NAILED Flood Resistant Construction-Section R324 4-8d PER JOIST Elevators and Platform lifts -Section R323
8. A single station smoke detector alarm device shall be installed
TOE-NAILED 2-8d EACH END in each bedroom, on all floors and shall be all interconnected per code.
BRIDGING TO JOIST Foundation
3-8d -Chapter 4 9. All bathroom without operable windows to be mechanically ventilated
BLOCKING TO SILL OR TOP PLATE TOE-NAILED EACH BLOCK Design based upon presumptive load bearing values of sandy gravel and or gravel as Per New York State Code.
at 3000 pounds 10. Heating to be designed to provide 70 degrees F. with outdoor
-NAILED 3-16d EACH JOIST per square foot. Contractor to consult Arcitect if different soil materials are designed air-temperature of 0 degrees F. and 15 MPH wind.
LEDGER STRIP TO BEAM FACE 0
JOIST ON LEDGER BE BEAM (TOE-NAILED) 3-8d PER JOIST found upon excavation, 11. All electrical work to be in accordance to the rules and
3-16d PER JOIST or test hole, for alternative footing and foundation wall design. regulation of N.Y.B.F.U. and a N.Y.B.F.U. certificate is ^'
to be presented to the Owner at the completion of the job. l v
BAND JOIST TOJOIST END-NAILED Foundation Notes: 12. Plumbing Installation to comply with State and Local codes 0
2-16d PER FOOT " and the sewage disposal system to meet Health Department standards. bi
BAND JOIST TO SILL OR TOP PLATE TOE-NAILED 8" Ancor Bolts (SS foundation
See chart on this sheet for spacing 13. Do not scale drawings. Use figure dimensions only. (n UJ N
BLOCKING TO FLOOR JOIST TOE-NAILED
2-8d EACH END 8" poured concrete foundation wall, 8'-0" high, 3000 # test 14. All work to conform to the rules and regulations of the New York
Minimum depth-Section 403.1.4, 48 minimum coverage to top of footing Energy Conversation Construction Code. All glazed area to be double
ROOF SHEATHING 16"x8" poured concrete wall footings, 3000# test glazed and all exterior door to have insulated cores. 0
gd 6" EDGE / 6" FIELD 2-1 3/4"x11 7/8" Microlam Girder (or 3 1/2"x11 7/8" Power Beam) 15. The insulation protection as indicated on these plans exceeds Z W
STRUCTURAL PANELS RAFTERS OR "FRUSSES SPACED UP TO 16" OC 4" poured concrete floor slab with 6x6x#10 mesh and vapor barrier the Code's minimum standards. Q
8d 6" EDGE / 6" FIELD Damp proofing at exterior foundation below grade-Section R406 16. These drawings and specification are instruments of service and
GABLE ENDWALL RAKE OR RAKE TRUSS W/O GABLE OVERHANG
6" EDGE / 6" FIELD 30"x30"x12" deep poured concrete column footings, 3000# test shall remain the property of the Architect whether the project or 0
GABLE ENDWALL RAKE OR RAKE TRUSS W STRUCTURAL OUTLOOKERS $d CONCRETE TO HAVE 5 TO 7% AIR-ENTRAINMENT which they made is executed or not. They may not be used Q
4
GABLE ENDWALL RAKE OR RAKE TRUSS W LOOKOUT BLOCKS 8d " EDGE / 4" FIELD Deck and porch flootings as noted, 3000# test, 48" minimum buried depth on any other project except by written authorization of the Architect. v r 1
17. Architect has not been retained for site supervision, on-site
CEILING SHEATING Foundation wall to extend a "minimum 8" above finished grade inspection and certifications as required or requested by the Owner, 0
5d COOLERS 7" EDGE / 10" FIELD All footing to be carried down to undisturbed soil contractor or local building department.
GYPSUM WALLBOARD No footing shall be set higher than a 30 degree angle from any other footing 0
WALL SHEATHING Pour no concrete on frozen ground or in freezing water. Q
Provide 3 1/2' steel Icily columns.
8d 6" EDGE / 12" FIELD Backfill shall not be placed against the wall until the wall has sufficient UPLIFT - CONTINUOUS PATH CONNECTORS
STRUCTURAL PANELS STUDS SPACED, UP TO 16" OC strength and has been anchored to the floor above, or has been sufficiently
braced to prevent damage by the backfill (Section R404.1.7.) USE SIMPSON STRONG-TIE CONNECTORS
Floors - WFCM Prescriptive Method. FOLLOW PRODUCT SELECTION GUIDE AND
Floor framing shall be nailed in accordance with Table 2 WFCM HIGH WIND EDITION. INSTALLATION MANUAL FOR HIGH WIND RESISTANT Ifl 1 . 1
Draftstopping - Section R502.12 CONSTRUCTION CATALOG C-HW02 LiJ
5d COOLERS 7" EDGE / 10" FIELD Fireblocking - Section R502.13. Z Q
GYPSUM WALLBOARD ANCHOR BOLTS FOUNDATION USE: W
Floor Construction: SST828 WITH BEARING PLATE, SEE FOUNDATION Simpson Strong-Tie
3/4" plywood subfloor, fasten per Table 3.1 WFCM. NOTES FOR SPACING
UJ
Floor joists: see Foundation and Floor Plans, spacing as noted. U210 2X6
W
Fasten per Table 3.1 WFCM. SILL PLATE TO RIM JOIST USE: AT EACH RAFTER Q
2-2x6 ACQ sill with termite shield and sill seal. LTP4 16" O.C. AT EXTERIOR PERIMETER
Finish floors per agreement. AND GARAGE/HOUSE COMMON WALL 4-10d x 1 1/2"
USE (4)-8d NAILS AT EACH END
Wall construction - WFCM Prescriptive Method.
Wallframing and finishing shall be nailed and or screwed in accordance with GARAGE STUD GARAGE SILL PLATE USE:
NOTE:
WFCM, Table 2 and Section 4 SSP CONNECTOR AT 16" O.C.
FLOOR SHEATHING 1x6 fascia, wrap USE (4)-8d NAILS AT EACH END ATTACH LEDGER TO FRAMING
STRUCTURAL PANELS Overhangs as noted.
gd 6" EDGE 12" FIELD Vinyl vented soffits. RIM JOIST TO STUD CONNECTION USE: MEMBER WITH 2-1/2" X 5" LAG
1' OR LESS Alluminum utters and leaders. Siding: see Elevations. MTS "
Tyvek housewrap. USE 36, 16 O.C. BOLTS AT 16" ON CENTER
GREATER THAN 1" 10d 6" EDGE / 6" FIELD 1/2" plywood sheating, see fastening schedule, Table 3.1, 3.9 WFCM. USE R TO NAILS AT EACH END
2x4x Studs ® 16' o.c. with 2x4 shoe and double 2x4 plate FLOOR 6, FLOOR CONNECTION USE:
1/2" Gypsum wall board USE )- d O.C.
5 8"T e X GWB in garage. 2 layers GWB at fire partition USE (4)-8d NAILS AT EACH END C4
/ yp g g ( ) y P Simpson Strong-Tie N
1/2" MR GWB in wet areas RAFTER TO STUD CONNECTION USE: 0
U21O 2X6
At least one window in each sleeping room shall comply with the exit reqirements MTS 36, EACH ROOF RAFTER H N
of section R310. USE 8 16d NAILS AT EACH END �-
Note drilling and notching limitations in figure R602.6(1) for bearing walls and RAFTER TO RIDGE TO RAFTER CONNECTION USE: AT EACH CEILING JOIST :2 p.
figure R 602.6(2) for non - bearing walls. H7 EACH ROOF RAFTER LLJ
4-1 Od X 1 1/2" U (n
SIMPSON STRONG - TIE Follow exterior corner framing detail figure R602.10.5
DECK POST TO CONCRETE CONNECTION USE:
1 1/4" COIL STRAP - Roof assemblies - WFCM Prescriptive Method (WFCM table 2) Asphalt strip shingles PBS44A FOR EACH POST
16" O.C. USE 4-8D shall have minimum of six (6) fasteners per shingle (section R905.2.5) DECK POST TO GIRDER CONNECTION USE:
z
Underlayment application (Section R905.2.7.)noiling see table 3.8
NAILS AT EACH STUD SIMPSON For roof slopes of two (2) units vertical in twelve (12) units horizontal (17- PC44 FOR EACH POST
�� SIMPSON H-8 USE W/ONLY s " percent slope),
MIN OVERLAP IS 12 SIMPSON
8D TO STUD ONE SILL � ANCHOR BOLT (14 ) P ( ) ( ) ( P p )� GIRDER TO DECK JOIST CONNECTION USE: Simpson Strong-Tie
u to four 4 units vertical twelve 12 units horizontal 33 -percent sloe MTS12 ® EACH JOIST
4- 8D TO PLATE PLATE IN BP-3 PLATE underlayment `.• U21O 2X6
7" MINIMUM EMBEDMENT shall be two (2) lyers applied in the following manner. Apply A 19-inch (483)strip PORCH POST TO DECK USE:
(EVERY STUD) STUD TO S (SEE ANCHOR SCHEDULE, of AT EACH DECK/PORCH JOIST
ATTACH T PS720 (ALIGN WITH JOIST BELOW)
ON DWGS A-3.1 AND A-3.2) underlayment felt layers with and starting at the eaves , fastened sufficiently to ,ti
hold in place. PORCH POST TO GIRDER USE: PS720 CD
SIMPSON Starting at the eave , apply 36- inch wide (914 mm( sheets of underlayment, PORCH ROOF RAFTER TO GIRDER USE:
" overlapping H2.5A AT EACH ROOF RAFTER
HDu 4-10d x 1 1/2"
(14) SDS Y4" X 3" WOOD SCREWS o successive sheets 19 inches (483mm), and fstened sufficiently to hold in place.
• 7" MIN EMBEDMENT e e For roof slopes of four (4) units vertical in (12) units. TYPICAL PORCH / DECK LEDGER v ^
(SEE FOUNDATION PLANS A-3.1 AND
Ice Protection (Section R905.1.2) CONNECTION S
IA-3.2 FOR LOCATION) Underlayment in High wind (Section R905.1.1) Oa)
a•9 °• ' (MINIMUM DOUBLE STUD) SIMSON STRONG - TIE Flashing (Section R905,2.8)
e Chimney and firespaces - Chapter 10 STU X BEARING PLATE �
A _
•° e•>• sD ,'° ;° •. ,, • „
• 1 1�4 COIL STRAP - 16„ O.C. Energy Efficiency - Chapter 11, see attached report DOUBLE 2X MIN. Ir
A" s'°,° ,c°.b' e D .' Mechanical - Chapter 12
USE 4-8D NAILS ® EACH STUD, General Mechanical System - Chapter 13 FOR HEADER OR
•DeQ '•o•eD ; °Q .aQ �a�,' � ,° BEAM
° Heaitng and cooling equipment - Chapter 14
° ^ ° • b eD n eD sD se > n ° p
Exhaust Sustem - Chapter 15 Z
,r Duct System - Chapter 16 _
��• a0'°• a-' '°••a e •° DOUBLE TOP PLATE MTS30 ROOF RAFTERS Combustion Air - Chapter 17 Simpson Strong-Tie
n 'A • F-
D e' D > D .I�>. °D Chimneys and Vents - Chapter 18 AC4
c•, c•, „a• , ° AT EACH POST
Plumbing - Part VII
11 x n�°`�a ,° SSP
• , 'a i' °• SEE PLAN Flood Zone - 301.2.4
1 3/4" IMUM ° . w
Q
EDGE DISTANCE •�� 9' ,D HEADER LSTA21 _ V
Simpson Strong-Tie
c
FLOOR TO FLOOR KING STUDS CS20 11A" COILED Y2" THREADED ROD L
STRAP. MIN 12" REQUIRED FOR STU 1/2 "
CONNECTION CZ
JACK STUDS OVERLAP AT EACH s' X
STUD m
SIMPSON STRONG - TIE SIMPSON STRONG-TIE
1 1 4" COIL STRAP - H2A 2"MINIMUM CNW NUT COUPLER � Call
16" O.C. USE 4-8D AT EACH ROOF °
STUD RAFTER USE 8-16D I MIN EDGE
NAILS AT EACH _
„ JACK 0 SI L ♦ � DISTANCE*
MIN OVERLAP IS 12 NAILS AT EACH END,
12" MIN OVERLAP PER RT2.5 ' ;• '•-•
N s •�' ��•� MIN EDGE SHEET NO.
COMPONENT
STHD8 •' ,'4,•• DISTANCE*
STUD TO ROOF RAFTER FLOOR TO FLOOR Simpson Strong-Tie
CONNECTION TYPICAL STRAPPING FOR *NOTE: SEE MANUFACTURERS
WRAF UNDER SILL PLATE CONNECTIONS'N N E C TI 0 N S. AT EACH POST FOOTING MINIMUM DISTANCE CHART FOR
" I� FRAMED OPENING EXTERIOR WALL INSTALLATION
MIN. OVERLAP IS 12 CANTILEVER CONDITION
SILL PLATE TO RIM JOIST AND WALL TO FOUNDATION CONNECTION PORCH COLUMN CONNECTIONS
RIM JOIST TO STUD CONNECTION