HomeMy WebLinkAbout51239-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#: 51239 Date: 10/04/2024
Permission is hereby granted to:
Michael Gaydosik
340 Sleepy Hollow Ln
Southold, NY 11971
To:
construct additions and alterations to existing single-family dwelling as applied for.
Premises Located at:
340 Sleepy Hollow Ln, Southold, NY 11971
SCTM#78.4-10.7
Pursuant to application dated 08/07/2024 and approved by the Building Inspector.
To expire on 10/05/2026.
Contractors:
Required Inspections:
Fees:
Single Family Dwelling- Addition&Alteration $850.00
CO-RESIDENTIAL $100.00
Total S950.00
8'uilding 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 11 ros://www.S uthnldtoA n .x r
Date gceivQd
APPLICATION FOR BUILDING PERMIT
For Office Use Only
PERMIT NO. Building Inspector: � AUG
6 `024,
Applications and forms must be filled out in their entirety.Incomplete
applications will not be accepted. Where the Applicant is not the owner,an BUILDING DEPT.
Owner's Authorization form(Page 2)shall be completed. TOWN •)F SOLTBOI
Date:August 3,2024
OWNER(S)OF PROPERTY:
Name:Michael and Maria Gaydosik SCTM #1000-78-1-10.7
Project Address:340 sleepy hollow lane, Southold
Phone#:631-902-8050 Email:Mariag14100@hotmail.com
Mailing Address:340 sleepy hollow lane, Southold, NY 11971
CONTACT PERSON:
Name:Michael Hand
Mailing Address:PO 1256, Mattituck, NY 11952
Phone#:631-965-1947 Email:michael@mchdesignservices.com
DESIGN PROFESSIONAL INFORMATION:
Name:James Deerkoski
Mailing Address:260 Deer Path, Mattituck, NY 11952
Phone#:631-774-7355 ]—Fm;ll:jamesdeerkoski@yahoo.com
CONTRACTOR INFORMATION:
Name:
Mailing Address:
Phone#: Email:
DESCRIPTION OF PROPOSED CONSTRUCTION
❑New Structure RAddition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project:
❑Other $150,000
Will the lot be re-graded? ❑Yes RNo Will excess fill be removed from premises? ❑Yes W'No
1
PROPERTY INFORMATION
Existing use of property:Single family dwelling Intended use of property:Single family dwelling
Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to
R_40 this property? ❑Yes @No IF YES, PROVIDE A COPY.
❑ Check Box After Rea&Wing' 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 210.45 of the New York State Penal Law.
Application Submitted By( n me : nn t Schum her @Authorized Agent ❑Owner
Signature of Applicant: Date: 08/Q '7 20a
l
CONNIE D.BUNCH
Public,State of
STATE OF NEW YORK) Notary No.01 BU6185050 w York
Qualified in Suffolk County
COUNTY OF Ly ) Commission Expires April 14,2 �
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
day of
Notary Public
PROPERTY PER NER TI , RIZAT II II
(Where the applicant is not the owner)
I, residing at
do hereby authorize to apply on
my behalf to the Town of Southold Building Department for approval as described herein.
Owner's Signature Date
Print Owner's Name
2
Building Department Application
AUTHORIZATION
(Where the Applicant is not the Owner)
i ( Cil aq��S residing at34o Se fli�401,4 So v-4 Ii
(Print property owner's name) (MailingAddress)
t ( R 7 l do hereby authorize 1A
_.... .
(Agent)
to apply on my behalf to the
Southold Building Department.
(Owner's Signature) (Date)
(Print Owner's Name)
Ss S�� a3
SITE DATA -7 g , I - 10'
PROPERTY: 40,671.47 SF 0.93 ac
ESTIMATED AREA OF NONE
GROUND DISTURBANCE: `
- C
DESCRIPTION: AREA LOT COVERAGE: M H
Desin Services
HOUSE w/GARAGE: 2067.4 SF g
NORTH PORCH 127.2 SF
SOUTH PORCH 2O0.7 SF
www.mchdesi-qnservices.com
POOL: 420.0 SF phone:
TOTAL: 2815.3 SF 6.92% (631)298-2250
- N 7104212011 V(J email:
METES AND BOUNDS: SURVEYOR: KEN WOYCHUCK michael@mchdesignservices.com
DATE SURVEYED: SEPTEMBER 20,2018
- 52.460'
ZONE:R-40 ELEVATIONS REFRENCE:
FLOOD ZONE X NAVD 1988
O SCTM: 1000-78-1-10.7
d-
M
N N GEA CALCULATIONS
N
It LOCATION: AREA:
N PROPERTY: 40,671.47 SF
STORM WATER MANAGEMENT DETAILS (280-207d)GFA PERMITTED: 5133.6
EXISTING 1ST. FLOOR: 2067.4 SF
PROPOSED 2ND. FLOOR: 550.5 SF
LOCATION: SF AREA: 100%RUNOFF AT DRYWELL DRYWELL TOTAL: 2617.9 SF
211 RAIN PER HOUR PROVIDE: CAPACITY:
NEW ROOF AREA: 726.5 SF 121.3CU.FT. EXISTING 8'X5' 211.3 CF
REPLACE EXISTING DRYWELL
OGEE GUTTER-STANDARD 5"
NOTES;
1).EXECUTION: 50
A).DO NOT BEGIN INSTALLATION UNTIL SUBSTRATES HAVE BEEN PROPERLY PREPARED. 4 O
2).PREPARATION: cv(
/ A).CLEAN SURFACE THOROUGHLY PRIOR TO INSTALLATION.
B). PREPARE SURFACES USING METHODS RECOMMENDED BY THE MANUFACTURE FOR
ACHIEVING THE BEST RESULTS FOR THE SUBSTRATE UNDER THE PROJECT CONDITIONS.
C). PAINT CONCEALED METAL SURFACES AND SURFACES IN CONTACT WITH DISSIMILAR
METALS WITH PROTECTIVE BACKING PAINT.
A).PERFORM WORK IN ACCORDANCE WITH HANDBOOK AND THE DRAWINGS.
1).GUTTER TO BE PITCHED TOWARDS LEADER 1"TO 2"FOR EVERY 40'OF RUN.
2).SHEET METAL JOIN LENGTHS WITH WATERTIGHT JOINTS.
a).COPPER/LEAD:FLASH AND SOLDER GUTTERS TO DOWNSPOUTS AND
ACCESSORIES.
B).ALUMINUM:RIVET AND CAULK WITH A BUTYL SEALANT SLIP JOINT
CONNECTORS,
3).CONNECT DOWNSPOUTS TO STORM SEWER SYSTEM AS INDICATED.SEAL r
CONNECTION WATERTIGHT. �S V
DRY WELLS TO BE 10'MIN. 4).PROTECTION:
AWAY FROM HOUSE A).PROTECT INSTALLED PRODUCTS UNTIL COMPLETION OF PROJECT.
B).TOUCH-UP,REPAIR OR REPLACE DAMAGED PRODUCTS BEFORE SUBSTANTIAL
Oo o
COMPLETION.
W
EXISTING ° p o ° A
14'X 30'
POOL uu
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30.0' 105.0' w
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" I I EXISTING 8'X5' S8.8' O Q
♦ - / DRYWELL 24.0' Q O
EX.PORCH Z z
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X^ PROPOSED NEW oLr� v Z f
OV2ND.FLOOR
ER EXISTING N EXISTING DRIVEWAY Z z D' �j a
GARAGE O — - - - - - - - - - - - - - - - - 0
15.1' EXISTING 1 STY HOUSE 1 `•J d�
w/GARAGE T_ ' , 1 \ Q m
NO EXCAVATION NEEDED EXISTING 8'X5'
NO TOP SOIL OR CONCRETE DRYWELL
EX.PORCH WASHOUT REQUIRED
/ \ W �
1 — I EXISTING♦ / DRYWELL
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9L
N 76008'0511 W 132.00'
SKY PLANE
SLEEPY HOLLOW LANE SCALE: NOT TO SCALE
SITE PLAN DRAWN BY: MH
SCALE: 1" = 20'-0"
8/2/2024
of New SCALE: SEE PLAN
P�
D y0.� �:ER� ,Q
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Design Services
— — — _ — � ❑ ❑ — — www.mchdesignservices.com
phone:
_ (631)298-2250
—— — _ email:
_ — — — — ® ® ® - —T — michael@mchdesignservices.com
HI
PROPOSED NORTH ELEVATION o
SCALE: 1/4" = 1'-0"
C� W
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11 11 11 11 11 JLJI11 11 11 11 11 Awo
1 11 11 1 11 11 11 11 Z S.4 W
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PROPOSED WEST ELEVATION o
SCALE: 1/4" = 1'-0"
L�
Lj
DRAWN BY: MH
® ® 8/2/2024
SCALE: SEE PLAN
L:ILJi
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r�5 °E� o��P SHEET NO:
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ss104 �.
PROPOSED SOUTH ELEVATION
SCALE: 1/4" = 1'-0"
M C H
Design Services
www.mchdesignservices.com
phone:
(631)298-2250
email:
michael@mchdesignservices.com
A
A
:24'-0"
2'-611 19'-011 2'-6"
ol 45min YFIATED
TW30410 TW30410 TW30410 TW30410 TW30410 SC DOOR JAMB
TEMPERED TEMPERED TEMPERED TEMPERED EGRESS
I 1 1 1 I I 1 I 1 1 I 1 1
1 1 I I I I 1 1 I 1 I 1
2'-0" (3)2 (3)2X6 HDR 2'.011 1 1 1 I I 1
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' 1
WALL , WALL 12'-71/32" 5'-11" `✓
' 5-1/4X5-1/4 1.8e 5-1/4X5-1/41.8e 3
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CEILING VO v -CEILING- -- =
LANDING 48min FIRE RATED DOOR v
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FITNESS ROOM No v
8-0 CEILING HEIGHT INSTALL 5/8 TYPE X FIRE RATED fV z
O SMOKE AND CO DETECTOR
SHEETROCK AT CEILING.PATCH
AND NEW w
TO HARDWIRE WITH HOUSE - ___ WALLS( )AS REQUIRED C� O
- WITH SAME MATERIAL. O /�1
N DECTORS PER CODE 0 O w
I = 11��11 �j
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6'-6'/4" 9'-111 6'-63/4" cV I INSTALL o EX. GARAGE
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I NEW LANDING d'
5'O" 5,�11 -:------ -- ------------ BEARINGWAL ABOVE ---1---�---------- ---y-
2-4" I - ------ -- --- - -------- ----- }
INSTALL BLOCKING BETWEEN0
S ELVES ( )2X8 HD I 2X4 WALL JOISTS IN BEARING WALL ABOVE ^
I 16"OC(TYP) y O ^
STORAGE �' I i EXI GI E WALLS
SLOPED I M STORAGE T-611 ; O REMAIN
Ir AND �ROOF
��� a O
SLOPED CEILING TO BE REMOVED)
OVED) /� O
CEILING/ 3 0„ BATH 42" _ \ CEILING
S-IH ER 8'-0"CLG , x
I '� 231 711 O
I - 1
O •-------------- ----- L
(3)1 X6 HD 1(3)2X6HDR (3)2X6H I \ Q W O
_ (MIN. (3)2X10) (MIN. (3)2X10 h+-I (J]
_ _TEMPERED A21 A21 - d
- - - - - - - - - - - - - - - - - -
2'-0"WALL A21
V O
12'-011 12'-0" M
01
1 1,
24-0
A
EXTERIOR WALL:2X6 STUDS @16"OC(TYPICAL) VolEXTERIOR:VINYL SIDING TO MATCH EXISTING v
INTERIOR: 1/2"DRYWALL(BATH:MOISTURE-RESISTANT)
INSULATION: PER COMPLIANCE CERT(SHT:A-3) R20 O
A Cz
PROPOSED 2ND. FLOOR PLAN PROPOSED 1ST. FLOOR PLAN CIM
SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0"
DRAWN BY: MH
10/01/2024
�oF NEw SCALE: SEE PLAN
r
Nor
.
-, " ,, w SHEET NO:
I �✓'' u'�n Ado
�, R°FESS1 NP
1-3/011-7/8 ML RIDGE �� .■
14"M 2X70 ••
2X1 I RR RIDGE RR @16"OC A
@16"OC
X8 SCJ @16"OC - M C H
2X8 CJ @16"OC
Design ervices
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email:
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CN 3/4"SUBFLOOR
I I 1 1 11
TJ156014"WOOD-1 FJ @16"OC ----------+ N
1 I 1 I 1 II
----------1 n I U j 1 II l u
BLOCKING BETWEEN JOISTS ----------i O 12 m
UNDER WALL ABOVE ----------I II I 3-I/4 x 1 11
O
11 I ^ (V X f�l 1 11
INSULATE; II j K
5/8"TYPE-X FIRE RATED EX.WALLI / ;� 1 O 1 11
I X I I I n
SHEET ROCK ON WALLS ' I N 1
EXISTING AND CEILING.PATCH 1 1 1 11
u
EX.WALLS AS REQUIRED 1 "
u 1 II
'i u I
II i 1-3/014 MIL RIDGE 1 i
II I 11
II N
3 4'SU8FLOOR IIIn u
2X8 @16"OC " 12 11
a 4XO 4 DBL JOIST AT O °
PST 3 4"SUBFLOOR e. cj 11
PERIMETER 2X6 16"OC ON SLAB • II 0 11
n u
EXISTING
EXISTING b' CUT OUT EXISTING SLAB d• EXISTING w
INSTALL 16"X12"FTG
;� Q�lk. _ _ y 11 p % i 9% x i
e w/(2)#4 REBAR �J 1 + I'a oG ,'� I 1 � l N ii Z
2X101Ply4TE 'y i Lq!
N X
u 1. `,L1 i 12 i i i n
A CROSS SECTION A 25C15 RR(a,16"OC 11 S
1
3 4 SCALE: 1/411 = 1 -011 ,1
1 1 I I 11
II 1 1 I 1+ 1 I I 11
II 1 1 I IA , I I 11
11� / ..-.--------•
u -q
1 11
I I 11
MATCH EX.OVERHANGS Q W
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3 / z
W
A 1LI W
Auz
:ER
11/2 11/4 1�
O
W
W.C. LAV.
SHO
2 3 11/4 PROPOSED ROOF PLAN (3 O A
3"I
3 1 C.C. SCALE: 1/4" = 1'-0" a F.A.I.
- LL HIpO
TOAPROVED / / / / O ;y.l F.■r
SEPTIC SYSTEM 4"C.I. SLOPE"1/4"PER FOOT PITCH TO DRAIN
TRAP HOUSE
wO
PLUMBING SCHEMATIC � W
SCALE: NOT TO SCALE Generated by REScheck-Web Software
Compliance Certificate
2" 2"
2� 2°
Project GAYDOSIK RESIDENCE
0 0 0 0 � o 0 0 0 �
Energy Code: 2018 IECC O
Location: Southold, New York
Construction Type: Single-family
Project Type: Addition
0° ° ° °° ° ° Climate Zone: 4 (5572 HDD)
FASTENER TYPE: SPACING:
Permit Date:
Permit Number:
No.8 WOOD-SCREW
BASED ANCHOR WITH 16"OC All Electric false
21n.EMBEDMENT LENGTH
Is Renewable false
No.10 WOOD-SCREWS Has Charger false
BASED ANCHOR WITH 16"OC
21n.EMBEDMENT LENGTH Has Battery: false
Has Heat Pump: false
1/41n.dla.LAGSCREW
BASED ANCHOR WITH 16"OC
21n.EMBEDMENT LENGTH
® ® 99 °
3/4"APA PLYWOOD Construction Site: Owner/Agent:ent: Designer/Contractor:
ner/Contractor:
SHEATHING 9 9
1/2"APA RATED SHEATHING
GRADE PLYWOOD
(ALTERNATMVE:7/16"O.S.B.) ° ° 99 °
1/2"APA RATED SHEATHING
GRADE PLYWOOD O
(ALTERNATIVIVE:7/16"O.S.B.)
® ® Cam Rance: 0.8/°Better Than Code Y Maximum UA: 132 Your
p' ° ur UA: 131 Maximum SHGC: 0.40 Your SHGC: 0.34
The%Better or Worse Than Code Index reflects how close to compliance the house Is based on code trade-off rules.
® C ®° ° ® It DOES NOT provide an estlmate of energy use or cost relative to a minlmum-code home.
FASTENER TYPE: SPACING: 2X4 DF#2 Slab-on-grade tradeoffs are no longer considered in the UA or performance compliance path in REScheck. Each slab-on-grade
No.8 ANCHOR WITH
O O
STUDS
assembly in the specified climate zone must meet the minimum energy code insulation R-value and depth requirements.
BASED ANCHOR WITH 10"OC
WINDOW SILL TYPICAL
EMBEDMENT LENGTH
TYPICAL WINDOW OPENING No,10 WOOD-SCREWS ° ®°
Envelope Assemblies
BASED ANCHOR WITH 12"OC
PANEL SPAN EQUAL OR SMALLER 2in.EMBEDMENT LENGTH
THAN 4 FEET i
1/41n.d1a.LAGSCREW .1�af
, . � I
BASED ANCHOR WITH 16"OC DRAWN BY: MH
0 Q � {
21n.EMBEDMENT LENGTH
Ceiling: Flat Ceiling or Scissor Truss 418 21.0 0.0 0.047 0.026 20 11
MULTIPTYPICAL DOOR OPENING FASTENER TYPE: SPACING:
PANEL SPAN GREATER THAN 4 FEET 2.2X4L F#2 STUDSWOOD CONASSNECTEDBLIES
Ceiling 1: Cathedral Ceiling 192 21.0 0.0 0.048 0.026 9 5 p/�/202^
2.2X4 DF#2 STUDS CONNECTED No.8 WOOD-SCREW O `t
AND EQUAL OR SMALLER TOGETHER WITH STAINLESS STEEL BASED ANCHOR WITH 8"OC 1ST. FLOOR:Wood Frame, 16"D.C. 355 20.0 0.0 0.059 0.060 21 21
THAN 6 FEET OR GALVINI2ED BOLTS W/WASHERS 2in.EMBEDMENT LENGTH
AND NUTS @ 2'-0"D.C. 2ND. FLOOR:Wood Frame, 16"D.C. 670 20.0 0.0 0.059 0.060 33 34
No.ED WOOD-SANCHOR WITH SCALE: SEE PLAN
TYPICAL MULTIPLE OPENINGS BASED ANCHOR WITH 9"oc AWNING:Wood Frame 24 0.290 0.320 7 8
PANEL SPAN GREATER THAN 6 FEET tin.EMBEDMENT LENGTH SHGC:0.31
AND EQUAL OR SMALLER 1/4in.dia.LAGSCREW ROUND:Wood Frame 4 0.290 0.320 1 1
Q BASED ANCHOR WITH 16"OC SHGC:0.33 , O` E1,V Y
THAN 8 FEET 2in.EMBEDMENT LENGTH DOUBLE HUNG:Wood Frame DL O ■
WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL 80 0.270 0.320 22 26 �P 5' �� SHEET NO.
SHGC: p �
Floor:All-Wood Joist/Truss 551 30.0 0,0 0.033 0.047 18 26
AS PER SEC. R301.2.1.2 NYS CODE: PROTECTION OF OPENING �� `, "_ w
WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16"
AND MAXIMUM PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE-AND TWO-STORY BUILDINGS. PANELS SHALL BE PRECUT TO
COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED. (REFER TO SECTION 1609.1.4, 1609.6.5 AND TABLE 1609.1.4 OF N.Y.S. RESIDENTIAL
CONSTRUCTION CODE).THIS IS NOT A SUBSTITUTION FOR DESIGN-PRESSURE.ALL OPENINGS MUST HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE. Project Title: GAYDOSIK RESIDENCE Report date: 07/27/24 Al�0FESS01
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. Data filename: Page 1 of 2 I
HARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION. J
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.
M C H
Design Services
KING STUDS
a
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.mchdesi nservices.com
ENDWALL RAFTERwww.mchdesignservices.com
WALL STUD g
phone:
CRIPPLE U BOTTOM PLATE (631)298-2250
o °
0
RIDGE
LEDGER BATHTUB email:
HEADER DOUBLE JOIST michael@mchdesignservices.com
SIDEWALL
RAFTER
JACK STUDS
FLOOR USP NUMBER DESCRIPTION APPLICATION Iz
1ST. ADS5 HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS
ANCHOR TO FOUNDATION W/ ANCHOR BOLTS
CONNECT TO 1 SIDE OF ALL CORNERS ON BATH / SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT
LOCATION USP NUMBER DESCRIPTION APPLICATION LOCATION USP NUMBER DESCRIPTION APPLICATION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR
2ND. �4DS5 HOLD DOWN BOTH BOT. PLATE OF 2ND FLOOR AND TOP
ALL OPENINGS LSTA12 1-1/4"x12" 20ga. STRAP APPLY TO EACH JACK STUD ROOF LSTA24 1-1/4"x24" 20ga. STRAP APPLY OVER RIDGE TO EACH RAFTER 2x6-2x8 LS26 18ga. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER JOIST DIRECTION WITH 2 JOISTS. UNDER WALL.
ANCHOR PLATES OF 1ST. FLOOR. CONNECT THROUGH ( )
HE FLOORS TO EACH OTHER W/ THREADED ROD. ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS, PROVIDE
2X10 LS210 18ga. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER BLOCKING ®24"OC
WALL STUD
THROUGH-ROOF EXHAUST
VENTS SELECTED AND
LOCATED BY CONTRACTOR
METAL STRAP
CRICKET AT TOP-SIDE OF VENTILATION CHANNEL
RIM BOARD CHIMNEY
RAFTER AS REQUIRED
SILL PLATE(S) WALL SHEATHING RAFTERS MAINTAIN,
VENTILATION WOOD JOIST
„ 1 I
• � • � - SIDEWALL FLASHING
FOUNDATION ,
_ TOP PLATE BLOCKING
FINISH WALL AND MOISTURE 2x4 LEDGER BLOCKING
BARRIER TO LAP FLASHING O
STAPPING TO BE ATTACHED TO WALL STUDS @48"OC AT WALL TO MAINTAIN GAP 2x4 SOFFIT JOIST
AND ALL WINDOW/DOOR OPENING JACK STUDS BETWEEN WALL FINISH AND ATTIC SHALL BE PROVIDED WITH A FASCIA
FLOOR JOIST DEPTH USP NUMBER DESC RIPTION APPLIC ATION ROOFING TO AVOID SOAKING MINIMUM NET FREE VENTILATING AREA _ _ �r
WALL STUD NOT LESS THAN 1/150 OF THE AREA OF f GUTTER
INSTALL 4'0" O.C. THE SPACE VENTILATED. ALL OPENINGS WOOD GIRDER L_
r
4" - 8" LSTA24 1-1/4"x24" 20ga. STRAP AND JACK STUDS SHALL BE COVERED WITH CORROSION- ONTIN. SCREENED VENT
ON ALL OPENINGS PROVIDE HEMMED EDGE AT
RESISTANT METAL MESH WITH MESH CONTIN. SOFFIT / EXT. PLYWOOD�
INSTALL 4'0" O.C. FLASHING TO FORM CHANNEL LOCATION USP NUMBER DESCRIPTION APPLICATION OPENINGS OF 1/4 INCH IN DIMENSION.
Q
AND SO AS TO MAINTAIN AIR SOFFITED EAVE
8" - 14" LSTA30 1-1/4"x30" 18ga. STRAP AND JACK STUDS GAP TO PREVENT CAPILLARY CONNECT TO
4" 6" RAFTER RT10 10-3 EACH RAFTER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND Q W
ON ALL OPENINGS �`„ ACTION - /4" x 18ga. TYDOWN ANCHOR
INSTALL 4'0" O.C. ROOF VENTILATION OVER BEARING WALLS AND HEADERS r ,
" - 16" LSTA36 1-1/4"x36" 18ga. STRAP AND JACK STUDS 8" - 12" RAFTER RT20 21-1/8" x 20ga. TYDOWN ANCHOR CONNECT TO SOFFITED EAVE DETAIL
L
ON ALL OPENINGS KEEP ROOFING NAILS OUT EACH RAFTER
2ND. FLOOR WALL OF FLASHING
LROOFING LAPS BASE
' FLASHING 4 INCHES A w
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BASE FLASHING WRAPS CORNERS RAFTER
RIDGE CAP OF SAME O �~i
EXTENDS UNDER SHINGLES AT MATERIAL AS ROOFING V J a
SIDES 4 INCHES AND LAPS NAILED TO SHEATHING W
SHINGLES AT BASE MIN. 4 INCHES THROUGH VENT !�'1
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WOOD JOIST 0� a A
TOP PLATE 1.4F t- a
GIRDER/HEADER ��"� 0 0
SIDE WALL FLASHING 1-i-I
1ST. FLOOR! WALL STAPPING TO BE ATTACHED TO WALL STUDS ®48"OC WOOD JOIST • � 1-�-I
_ AND ALL WINDOW/DOOR OPENING JACK STUDS METAL FLASHING AT ALL EAVES, SIDEWALLS, WALL STUD O
FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION AND RAKES -- PROVIDE HEMMED EDGES SO RAFTERS AS TO FORM DRAINAGE CHANNELS AND 1� w 0
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" W ON ALL OPENINGS CONNECT EACH RIDGE VENT FOLDS / ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH
RAFTER PLATE RT15 TYDOWN ANCHOR FROM PEAK TO ALLOW FREE THE PROPER STEEL CONNECTOR. a INSTALL 4'0" O.C. / RAFTER 10 PLATE OVER RIDGE TO AIR PASSAGE IF ABLE, SET FIR JOISTS APROX. 1 2 HIGHER THAN LVL HEADERS ^i 8" - 16" MSTA48 1-1/4"x48" 16ga. STRAP AND JACK STUDS CONFORM TO SLOPE / "
ON ALL OPENINGS PLATE/WALL SPTH4 STUD PLATE ANCHOR CONNECT OVER OF ROOF TO ALLOW FOR SHRINKAGE. & REDUCE BUMP OUTS
PLATES TO EACH STUD V
Q M
DBL. SILL PLATE
TERMITE SHIELD i
�—SILL GASKET SUBFLOOR
JOISTSCONC. SLAB , w
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NEOPRENE '
TYP. CONC. FOUNDATION ( n 60MIL. POLE GASKET �. 2x6 /2x8 CONTINUOUS WOOD PLATE
DAMPPROOF EXTERIOR O
6MIL POLY ON EXTERIOR \� GRANULAR FILL V�� � � � � � e � BOLTED TO STEEL BEAM WITH
° V ^ \� STEEL COLUMN fop. I 0 ° `` ; 1/2 DIA. BOLTS ® 48" ox. STAG.
con CONC. SLAB ' •p - c= n ROOF JACK � STEEL BEAM
�e n o \.^ ANCHOR BOLT EMBEDMENT:
Q V COMPACT FILL ° r POURED CONCRETE: 7" `� I 4" x 1/4" x 8" STEEL
'D BLOCK WALL: 15"
V ° ° p � ROOFING LAPS � TOP AND BOTTOM PLATE
KEYWAY FOOTINGo A A � 0 d Q,� G ING A 1/2" GROUT
• n � �� CONC. FTG. D' USE WITH 3x3 SQUARE WASHERS SIDES AND TOP �. � WITH 1/2' x 6" ANCHOR BOLT
$ s o ANCHOR BOLT CONNECTION (USP LBPS58 OR BP583) ``�
p REINFORCING BAR
DRAIN TILE p ANCHOR BOLT CONNECTION
FOUNDATION 5/8" CIA. ANCHOR BOLT 3" STEEL COLUMN
SUPPORTING MAXIv1UM 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 BEAM DETAIL
TYPICAL CONC. FOUNDATION. APPLY PILASTERS 2 STORIES 36" OC
WHERE NEEDED FOR STRUCTURAL BRACING. MIN. 3" STEEL COLUMN ANCHORED TO 24"x24"x12" CONC. FTC. CRAWL SPACE OR FOUNDATION STEEL / BOTTOM BEARING
WALL BOTTOM PLATE TO FOUNDATION 1-2 STORIES 57" OC
SLAB-ON-GRADE ROOF JACKS & VENTS DETAIL
r- SUBFLOOR
CONC. SLAB DOORFRAME
6X6 10/10 WWM
COMPACT FILL DOORGE JOIST
USE 2X8 STEEL BEAM
FOR B LOC KOUT
4" SLAB =
P.T. PLATE W/ 6X6 WMM \ SLOPE
• 4"DRIVEWAY — NOTCH JOIST AND ADJUST HEIGHT
1/2" AIRS ACE & 1 °
• 1/ END AND 1 � , 7 1 2� , °< ; (WIT A NAILING PLATE IF NEEDED DRAWN BY: MH
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ES OF WOOD ? ° ° ° ° ° • TO BE APROX. 1 2" OR HIGHER THAN
=__ 0 STEEL BEAM TO ALLOW FOR SHRINKAGE
GRADE a"""«"'"� BEAMS
- •� - - •-.. - - - II. I I-11I-1� I I ° a ° a ° ° PROVIDE STRAPPING TO KEEP JOISTS ALIGNED
12" D ,,c =D D 6X6 W.W.M. •'e —� _ . . �,e , —III�II� IE 8/2/2024
MIN. ,o r, n '^ �'� �'� �'� o _ NOTCH BEAM FOR MUDSILL IF REQUIRED -- MAXIMUM —11 0 4 n ^ U-� �SUBFLOOR
•� Q REINFORCING BAR NOTCH EQUALS 1/4 DEPTH OF BEAM 1i- D D ° • D I�—I
• D • REINFORCING BAR o , -III n e•D a II—I I OIST SCALE: SEE PLAN
DRAIN TILE �t---►I �- , 4 ° o C. e
12" o d° SHEET METAL / 30# FELT UNDER BEAM AT POINT nSTEEL BEAM
p• OF CONTACT WITH CONCRETE OR COIJC. BLOCK _iTT-iT=i�iii-iTi_iTi_ iim F E1V
°• c 3 111 PLATE (BOLTED TO BEA �0 SHEET N O e
TYPICAL CONC. MONOLITHIC FOUNDATION. REINFORCE WITH (2) #4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. •A A SHIMS TO LEVEL BEAM -- Q- ODE k� 'P
REINFORCE FOOTING WITH (2) #4 REINFORCING BARS.
3" MINIMUM BEARING SURFACE FOR WJOD BEAM GARAGE DOOR BLOCKOUT
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BEAM POCKET �•
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IN NOTES NAILING SCHEDULE PLAN CONTENTS:
GENERAL NOTES WIND FRAMING NO S
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 BUILDING USE RESIDENTIAL DWELLING M U H
When a collar tie is used in leu of a ridge strap, the number of 10d common nails required QTY SPACING NOTES
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 BUILDING HEIGHT (SEE PLANS) Design Services
TOP PLATE 10'WALL: 4-8d COMMONRAFTER TOE-NAIL TOTAL SQ. FT. OF CONSTRUCTION (SEE PLANS)
1). The information within this set of construction documents is related to basic design 2). RAFTER-TO-WALL ASSEMBLY: CEILING JOIST 8'WALL 3: -8d COMMON EACH DESIGN CRITERIA (UNIFORM CODE
intent and framing details. They are intended as a construction aid not a substitute Lateral framing and shear wall connections for rafter, ceiling or truss to top plate shall be in TOE-NAIL ) 2020 IRC, 2020 NYS UNIFORM FIRE PREVENTION AND BUILDING CODE
generally � TO TOP PLATE 10'WALL: 4-8d COMMON JOIST www.mchdesignservices.com
for g y 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 phone:
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 GE) DESIGN DEAD LOAD(PSF) R301ALL ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS R301.7 (631)298-2250
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) R(LIGHT FRAME)WOO S GE) 20 EXTERIOR (LIGHT FRAME) WALLS 14 15 RAFTERS GREATER THAN 3:12 PITCH U180
NO FINISHED CEILING) email:
OVER PARTITION WFCM - SBC LAP NAIL INTERIOR WALLS AND PARTITIONS H/180 michael@mchdesignservices.com
2). The General Contractor is responsible for ensuring that all work and construction 3). WALL-TO-WALL ASSEMBLY: HABITABLE ATTICS AND 30 INTERIOR(LIGHT FRAME)WOOD WALLS 10
P g ATTICS WITH FIXED STAIRS
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 INTERIOR(LIGHT FAME) STEEL WALLS 5 FLOORS U360
TO RAFTER WFCM - SBC END NAIL EXTERIOR BALCONIES AND DECKS 40 MASONRY WALLS (8" 80 CEILINGS(PLASTER, STUCCO) L/360
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 THICK)
FIRE ESCAPES 40 CEILINGS (GYPSUM) L,/240
should be adhered to even if in variance with the plan. studs shall be attached to a common member in the floor assembly with uplift connectors in BLOCKING 2 - 8d COMMON EACH TOE GUARDS AND HANDRAILS 200 CONCRETE WALLS(6"THICK) 85
accordance with table 3.3. TO RAFTER END NAIL SIP WALLS 10 ALL OTHER STRUCTURAL MEMBERS U240
3). Dimensions shall take precedent over scaled drawings. RIM BOARD EACH END
GUARD IN-FILL COMPONENTS 50 VEHICLE GARAGES (R301.5) PER 20 SQ. IN. 2000lbs EXTERIOR WALLS (PLASTER,STUCCO) H/360
(DO NOT SCALE DRAWINGS). 4). WALL ASSEMBLY TO FOUNDATION: TO RAFTER 2 - 16d COMMON pASSANGER VEHICLES 50 END NAIL EXTERIOR WALLS (BRITTLE FINISHES) H/240
First wall studs shall be connected to the foundation, sill plate, or bottom plate with uplift NON-SLEEPING ROOMS 40 EXTERIOR WALLS (FLEXIBLE FINISHES) H/120
4). The designer has not been engaged for construction supervision and assumes no connectors. Steel straps shall have a minimum embedment of 7 inches in concrete WALL FRAMING: SLEEPING ROOMS 30 LINTELS (SUPPORTING MASONY WALLS) U600
responsibility for construction coordinating with these plans, nor responsibility for foundation and slab-on-grade, 15 inches in masonry block foundations, or lapped under NAIL NAIL STAIRS 40
construction means, methods, techniques, sequences, or procedures, or for safety the plate and nailed in accordance with table 3.3b.When steel straps are lapped under the JOINT DESCRIPTION QTY SPACING NOTES ROOF GROUND SNOW LOAD 20
precautions and programs in connection with the work. There are no warranties for a bottom plate, 3 inch square washes shall be used with the anchor bolts. Anchor bolt DESIGNED FOR EXPOSURE C
specific use expressed or implied in the use of these tans. spacing is to be spaced and sized in accordance to table 3.2a. In addition to spacing, TOP PLATE TO PER FACE NAIL EXPOSURE CATAGORY ( )
P p p P g pTOP PLATE 2 - 16d COMMONFOOT 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
5). Refer to the Window and Door schedule for exterior openings. corners. TOP PLATES AT JOINTS FACE ROOF - FOUNDATION DETAIL PAGE & GENERAL NOTE PAGE
INTERSECTIONS 4 - 16d COMMON EA. SIDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE
6). The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5). TYPE I EXTERIOR SHEARWALL CONNECTIONS: STUD TO 24" FACE
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 EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE
P PP 2 - 16d COMMON O.C. NAIL Sym• SMOKE ALARMS TO COMPLY WITH NFPA 72 AND NYS R314 NYS.
attached with 8d common nails at 6" o.c. at the panel edges and 12" o.c. in the field, and FIRE PROTECTION
7). The General Contractor is to consult with the owner for all built-in items 1/2 inch gypsum wallboard on the interior attached with 5d cooler nails at 7" o.c. at panel HEADER TO 16d COMMON 16" O.C. FACE SMOKE & CO2 DETECTORS ® : CARBON MONIXIDE ALARMS TO COMPLY WITH R315 NYS.
such as bookcases, shelving, pantry, closets, trims, etc. edges and 10" o.c. in the field shall be in accordance with the length requirements specified HEADER ALONG EDGES NAIL
in table 3.15a-b. TOP OR BOTTOM 2 - 16d 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 COMMON PER 2x6 STUD NAIL ENERGY CALCULATIONS 2020 ENERGY CONSERVATION CONSTRUCTION CODE NYS 19 NYCRR PART 124 O
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 FLOOR JOIST, BAND JOIST, 2 - 16dCOMMON PER FACE NAIL CLIMATIC & GEOGRAPHIC DESIGN CRITERIA •--.•
FOOT SEE NOTE: 1,2
1). The General Contractor and Mason to review plans, elevations, details and notes to length adjustment factors in table 3.16. END JOIST OR BLOCKING GROUND WIND SEISMIC FROST WINTER ICESHIELD 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 UNDERLAYMENT HAZARDS ^�
2). All footings. to rest on undisturbed (virgin) soil.
Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when NAIL NAIL LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED Q
interior shearwalls are used. Sheathing and connections shall be in accordance with JOINT DESCRIPTION NOTES
QTY. SPACING MODERATE SLIGHT TO
P 1 g JOIST TO: 4- 8d COMMON PER TOE
3). Provide 1/2" expansion joint material between concrete slabs and abutting 2.4.4.2 and 2.2.4 respectively. 20 PSF 130 B SEVERE 3 FT. TO HEAVY MODERATE 17 NONE
rF+�71
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: V
Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING EACH TOE Z
4). Any new concrete walls being attached to existing concrete structure shall with table 3.5. Window sill plates shall be have steel connectors in accordance with table TO JOIST 2 - 8d COMMON END NAIL SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATENOTES
be installed with #5 re-bar, 18" long at 12" o.c.. Use approved epoxy for installation. 3 5 BLOCKING EACH TOE AT PANEL EDGES SUPPORTS IN THE PANEL FIELD
5). Unless otherwise noted, all slabs on grade to be 3000 s.i.. Concrete to be 2 - 8d COMMON 4' PERIMETER EDGE ZONE 8d COMMON 6" O. . 8d COMMON 6" O.C. SEE NOTES: 1,3 ^ w
g p• TO JOIST END NAIL @ @ H
poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing. Interior slabs 9). CATHEDRAL CEILING ASSEMBLY: SEE NOTES: 1 BOTH FIELDS
o Where a ride is to be used as a structural beam, the rafters shall either be notched and BLOCKING TO: EACH TOE INTERIOR ZONE 8d COMMON 6" O. 8d COMMON 12" O.C. ( )
to be minimum 3-1/2 inch thick. All fill to be compacted to 95 /o relative density with g 3 - 16d COMMON @ °� NOTE: 2 FOR PANEL FIELD O H•'�
6" maximum lifts (layers). anchored on top of the beam or slope connectors shall be attached to each rafter-to-ridge SILL OR TOP PLATE BLOCK NAIL
along the open ceiling part of the building. Connections to the ridge and wall shall be be LEDGER STRIP EACH FACE GABLE ENDWALL RAKE AND RAKE TRUSS 8d COMMON @ 4" O.C. 8d COMMON @ 4" O.C. SEE NOTES: 1,3
6). Crawl spaces to be provided with a minimum 18"x24" access opening. Install one attached with the above requirements. TO BEAM 3 - 16d COMMONJOIST NAIL O F+"�
8x16 cast iron foundation vent for every 150 sq. ft. of area. /�
DECK AND COVERED PORCH NOTES: JOIST ON LEDGER 3 - 8d COMMON PER TOE NOTES t I�i O
7). Dampproof exterior of foundation with bituminous coating as required by current TO BEAM JOIST NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. J I_ A
N.Y.S. Residential Construction Code. A 6-mil polyethylene film shall be applied over 1). Unless otherwise noted, all framing material to be #1 ACQ pressure treated lumber. BAND JOIST PER END I,_4 14
the below grade portion of exterior walls prior to backfilling. All fasteners, hangers and anchors to be galvinized or stainless steel. TO JOIST 3 - 16d COMMON JOIST NAIL U. F"'� O
1). For roof sheathing within 4 feet of the perimeter edge of the roof, including 4 feet on each side of the roof peak, O
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ZZ
8). Drainage as required by current N.Y.S. Residential Construction Code. 2). Girders for deck joists to be bolted to each post with washers and nuts. BAND JOIST TO: 2 - 16d COMMONPER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used.
Girders on concrete piers shall be anchored with proper steel connectors anchored SILL OR TOP PLATE FOOT SEE NOTE: 1 O �.J H
FRAMING NOTES into concrete with a minimum 1/2" dia x 7" long anchor bolt with washers and nuts. ROOF H 2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49. a
For framing members with <0.42<G<0.49, the nail spacing shall be reduced to 6 inches o.c. .. w O
1). All framing; techniques and methods as prescriptive design of current SBC High Wind 3). Posts supporting girders shall be anchored to a 12"x12"x12" thick concrete footing. JOINT DESCRIPTION NAIL NAIL w
Edition Wood Framing Construction Manual. QTY. SPACING 3). Tabulated 4 inch o.c. nail spacing assumes sheathing to rafter/truss framing members with G>0.49. For
g Use a minimum 1/2" dia x 8" long anchor bolt with washers and nuts. Footings Shall be 3 ft. a
below grade. Porches with covered roofs shall have 12" dia. concrete piers for the girders. STRUCTURAL PANEL gd AS PER TABLE 3.8 framing members with 0.42<G<0.49, the nail spacing shall be reduced to 3 inches o.c.
2). Unless otherwise noted, all framing and structural wood material to be #2 + BTR. WFCM - SBC WALL SHEATHING REQUIREMENTS FOR WIND LOADS: ` O
Douglas Fir. 4). Deck joists to have blocking at 8'0 o.c.. CEILING SHEATHING: NAIL SPACING NAIL SPACING AT INTERMEDIATE
5). A minimum of 10 inch flashing shall be installed between the
3). Floors, walls, ceilings and rafters to be spaced at 16 inches o.c. unless noted building and ledger. JOINT DESCRIPTION NAIL NAIL SHEATHING LOCATION AT PANEL EDGES SUPPORTS IN THE PANEL FIELD NOTES Q M
otherwise. Ledger to be fastened to building with 1/2" dia. bolts with washers and nuts QTY. SPACING SEE NOTES: 1, 3 ( BOTH FIELDS
g g 4 EDGE ZONE 8d COMMON @ 6 O.C. 8d COMMON @ 12 O.C. ) w
EDGE NOTE: 2 FOR PANEL FIELD
"4). Unless otherwise noted , all bearing wall headers to be (2) 2x10 #2 + BTR. Doug. Fir. where needed. GYPSUM 5d COOLERS 7" O.C. r ^
6). Concrete piers shall be a minimum 6
Bearing wall headers to have (2) jack studs and (2) full length studs on each side of all WALLBOARD 10" "
grade. " O.C . FIELD INTERIOR ZONE 8d COMMON @ 6" O. . 8d COMMON @ 12" O.C. SEE NOTE: 3 v ]♦
openings. LVL headers to have (3) jack studs and (2) full length studs on each side of WALL SHEATHING: O
openings. Bearing wall window sills shall also have (2) window sill plates for 2x4 wall 7). All joists to be supported with hangers and anchors. Each Joist shall also be anchored NOTES
openings between 41 and 6'0 and 2x6 wall openings between 511 and 8'9. Provide fire to girder(s). JOINT DESCRIPTION NAIL NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY.
and blocking where applicable. QTY. SPACING
8). Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL 8d COMMON 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 galvinized hangers and PANELS WFCM - SBC
PLUMBING NOTES be used.
anchors where applicable to all connecting joists. „
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 bathtubs. 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 5d COOLERS WALLBOARD 107" O.C. EDGE G>0.49. For framing members with 0.42<G<, the nail spacings shall be reduced to 6 inches o.c.O.C . IELD"
on plans. 3). For exterior panel siding, galvinized box nails shall be permitted to be substituted for common nails.
7). Provide 2 - 1-3/4" thick microlams ( height to match floor joists) around stairwell and/ r 2). Verify septic system with the Engineer for Suffolk County Health Department approval. FLOOR SHEATHING: P g• g
other access openings unless otherwise noted (typical).
3). If wall studs, plates or joists are cut out during installation for any plumbing related work, NAIL NAIL
provide adequate bracing and plates to protect and secure the structure. Verify with the JOINT DESCRIPTION 1).PROVIDE 5/8"TYPE-X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS.
8). Dormers running up roof rafters are to be supported by double rafters on either side p q g P P Y QTY. SPACING 2).USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ.
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-Cot DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR.
HVAC SYSTEM NOTES 1" OR LESS 8d COMMO 12"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
under all bearing walls. NOTES:� NYS Residential Code R302.11-FIREBLOCKING REQUIRED
1). Mechanical subcontractor is responsible for adhearing to all applicable codes and safety Fireblocking shall be provided to cut off all concealed draft openings(both vertical and horizontal)
requirements. NOTE: and to form an effective fire barrier between stories,and between a top story and the roof space.
10). Provide insulation baffles at eave vents between rafters. Install draft blocking as THESE NOTES ARE ONLY TO BE REFERRED TO IF CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY Fireblocking shall be provided in wood-frame construction in the following locations.
needed. 2). HVAC subcontractor is to full coordinate all system data and requirements with the MENTIONED IN SCHEDULE NOTES ONLY. EXISTING CONDITIONS. MINIMUM 3000# CAPACITY.
) y y q 1).In concealed spaces of stud walls and partitions,including furred spaces,at the ceiling and floor
equipment supplier. levels.Concealed horizontal furred spaces shall also be fireblocked at intervals not exceeding 10
11). Unless otherwise noted, all roofs and walls to have a minimum 1/2" thick, 4-ply Fir 1). Nailing requirements are based on wall sheathing usin.Batts e blankets of mineral gor gglass fiber shall be allowed as fiireblocking in walls constructed
CDX exterior sheathing grade plywood. Plywood to cover over plates and headers. SOIL COMPACTION: g parallel rows of studs or staggered studs.
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
�� 1).NEW FILL TO BE CLEAN OF ORGANIC MATERIAL.CONTRACTOR 2).At all interconnections between concealed vertical and horizontal spaces such as occur at soffits,
�� Contractor and owner for final review and approval. is nailed 3 on-center at the panel edge to obtain higher TO VERIFY EXISTING SOIL CONDITIONS PRIOR TO FILL. drop ceilings and cove ceilings.
12). Unless otherwise noted use 3/4 thick T&G PTS Fir or Advantech plywood subfloor
ELECTRICAL NOTES shear capacities, nailing requirements for structural REMOVE AND ADD ADDITIONAL FILL AS NEEDED. DRAWN BY: MH
adhered with PL400 adhesive and screwed to floor joists. Finished floor to be installed members shall be doubled, or alternate connectors, 3).In concealed spaces between stair stringers at the top and bottom of the run.Enclosed spaces
over subfloor as per manufacture's instructions. such as shear plates, shall be used to maintain load path. 2).COMPACTION OF NEW FILL SHALL BE AT LEAST 95%PROCTOR under stairs shall comply with current N.Y.S. Residential Code.
1). All electrical to be installed as per N.Y.S. Residential Construction Code. DENSITY(PER ASTM D 698 AND ASTM D 1557). COMPACT THE 8/��2�24
13). All bathroom walls to have 1/2" thick moisture-resistant sheetrock. Garage walls and SOIL AT 12"LIFTS(TYPICAL).CONTRACTOR TO HAVE FILL 4).At openings around vents,pipes and ducts at ceiling and floor level,to resist the free passage of
2). When wall sheathing is continuous over connected TESTED BY A PROFFESSIONAL AGENCY FOR COMPACTION. flame and products of combustion.
to have regular 1/2" sheetrock. All wall
ceilings and over furnace to have 5/8"walls to be tape thick typeed and finished.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 3).DO NOT BACKFILL UNTILL FIRST FLOOR DECK CONSTRUCTION, 5).For the fireblocking of chimneys and fireplaces,as required by current N.Y.S.Residential Code. SCALE: SEE PLAN
3). All electrical work to comply with 2014 NEC. to be reduced to] - 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 X� y0
P
torch down type material over. and R315 of IRC. A o� ko �
COSHEET NO:/ �� ;., s
16). All sill plates and wood in contact with concrete to be pressure treated. Sill plates to EXTERIOR FIBERGLASS COLUMNS TO BE HB&G w
be installed with a foam sill gasket and cop-r-tex termite shield or approved equal. OR APPROVED EQUAL.INSTALL WITH CAP m g z
AND BASES.USE WITH FLASHING CAPS TO
COVER TOP
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