HomeMy WebLinkAbout52201-Z ho��oF souTyo`o Town of Southold
* f P.O. Box 1179
G 0 53095 Main Rd
Southold, New York 11971
CERTIFICATE OF OCCUPANCY
No: 46442 Date: 08/26/2025
THIS CERTIFIES that the building ACCESSORY-NEW STRUCTURE
Location of Property: 1250 Laurelwood Dr Laurel, NY 11948
SecBlock/Lot: 127.-5-7
Conforms substantially to the Application for Building Permit heretofore,filed in this office dated: 05/23/2025
Pursuant to which Building Permit No. 52201 and dated: 08/20/2025
Was issued, and conforms to all of the requirements of the applicable provisions of the law.
The occupancy for which this certificate is issued is:
"As built" accessory shed as applied for.
The certificate is issued to: James Stumpf, Diane Stumpf
Of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL:
ELECTRICAL CERTIFICATE:
PLUMBERS CERTIFICATION:
Auth ' e ignature
Of SO(11y0! 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#: 52201 Date: 08/20/2025
Permission is hereby granted to:
James Stumpf
1250 Laurelwood Dr
Laurel, NY 11948
To:
legalize "as built"accessory shed as applied for.
Premises Located at:
1250 Laurelwood Dr, Laurel, NY 11948
SCTM# 127.-5-7
Pursuant to application dated 05/23/2025 and approved by the Building Inspector.
To expire on 08/20/2027.
Contractors:
Required Inspections:
Fees:
As Built Accessory Structure $442.00,
CO Accessory $100.00
Tota I 542.00
ng Inspector
o�azf SObTy�l
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# # TOWN OF SOUTHOLD BUILDING DEPT.
utm, 631-765-1802
INSPECTION
[ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] INSULATION/CAULKING
[ ] FRAMING /STRAPPING [ dFINAL 00-`✓vilf 04/-
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL
REMARKS: OIL -A(, C-�
DATE =a5-as INSPECTOR
FIELD INSPECTION REPORT DATE COMMENTS
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FOUNDATION IST
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FOUNDATION (2ND) S QO
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ROUGH FRAMING&
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PLUMBING
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INSULATION PER N.Y.
STATE ENERGY CODE
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8 o?s-,a s (2.
FINAL
ADDITIONAL COMMENTS
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o�goFFOL1��oG TOWN OF SOUTHOLD—BUILDING DEPARTMENT
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y r Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959
Telephone(631) 765-1802 Fax (631) 765-9502 hifps://www.southoldtowmy.gov
Date Received
APPLICATION FOR BUILDING PERMIT
D ECF � '' �
For Office Use Only
PERMIT NO. Building Inspector: MAY 2 3 2025
i
Apphcations,and forms must be filled out in their entirety.Incomplete Boll'ding Department
applications will not be.accepted .Where the Applicarit is not the owner,an, , Town of Southold
Ownee ,Authorization form,(Page 2)shall be,completed., '
Date:
OWNER(S).OF'PROPERTY:
Name: SCTM#1000-
�nan-a i ��l _h1
Project Address: _1as'0 b— L-u-�.,
Phone#: Email:
�31 _�_a1.c� .. . . _m_ _ _ _t_ CBVy
Mailing Address:
CONTACT,PERSON:
Name:
Mailing Address:
Phone#: '1' l�b_.. Email:
DESIGN PROFESSIONAL-INFORMATION
Name:
Mailing Address:
Phone#: Email:
CONTRACTOR INFORMATION:
Name:
Mailing Address:
Phone#: Email:
DESCRIPTION,OF PROPOSED CONSTRUCTION
❑New Structure EhAddition ❑ Iteration ❑Repa;ir ❑Demolition Estimated Cost of Project:
Other — S r t °f L $
Will the lot be re-graded? ❑Yes El No Will excess fill be removed from premises? ❑Yes ONO
1
I,
II
PROPERTY INFORMATION.LL
4
Existing use of property: Intended use of property:
Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to
this property? Dyes ENO IF YES, PROVIDE A COPY.
Q 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.sAPPLICATION IS HEREBY MADE to the Building Department for the issuance of a'Building Permit pursuant to the BuildiegZone
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 misderh6anor-pursuahtto Section`210AS of.the New.York State Penal`Law.
Application Submitted By(pr' name): l vine- yv�jn r _❑Authorized A ent ❑Owner
Signature of Applicant: 55' Date:
C NIE D.BUNCH
STATE OF NEW YORK) Notary Public,State of New York
SS: No.,.01 BU6185050
COUNTY OF ) Qualified in Suffolk Couhty C�
Commission Expires April 14,20C 0
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
.� • l S
aJ��ay of 20�
Notary Public
PROPERTY OWNER AUTHORIZATION
(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
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Town of Southold
®f S®U�iy®�® Southold Town Hall Annex
54375 Route 25 (Main Road)
Southold, New York 11971-0959
i� Investigation and Enforcement Unit (631) 765-1939
COU0,�
NOTICE OF VIOLATION
TAX MAP# �,�� '7 Case#
Owner/Occupant: ,Q
Mailing Address: � � ✓ ���
NOTICE IS HEREBY GIVEN that the property owned, rented, occupied or otherwise controlled by you located
at 1,;24 o i,43 6L.&ueDol> N.Y. is in
violation of the Southold Town Code(s): t+4
DATE OF VIOLATION: 13/.P_
VIOLATION(S)NOTED: wLL4's't 06 C
YOU ARE HEREBY DIRECTED TO CORRECT ALL THE ABOVE NOTED
VIOLATION(S) ❑IMMEDIATELY ;WITHIN THIRTY (30) DAYS
CORRECTIVE ACTION:
Failure to take corrective action(s) as noted may result in issuance of a summons and
court appearance.
NOTICE:Full compliance with this order to remedy is required by [specify date],which is thirty(30)days after the date of this order.If the person or entity served
with this order to remedy fails to comply in full with this order to remedy within the thirty(30)day period,that person or entity will be subject to a fine of not more than
$1,000 per day violation,or imprisonment not exceeding one year,or both.
Officer Name Phone umber
White Copy-Owner Yellow Copy-Agency Manilla Copy-Posted
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` T,. i,-Roof Style Bonnef Roof
r"1 y ® Foundation : 4x4 skid runners
'` iMain Building : 12'x16' ® Floor Framing : 2x6, 16"on center
h Size 4'x16' ® Wall Framing : 2x4, 16"on center
Porc :
}">bUverall Height 12'-1 V ®Truss : 2x4, 24" on center
Double Door : 60"x80"
=9Vlain Roof Pitch : 8/12
Po p
rch Roof Span ::4/12 ® Window : 24"x27"
Plans Include:
® List of Materials c Detail Drawings t
y A,
® Tools List --
® Cutting Lists ® Safety and Helpful Hints y
® Step-by-step Instructions
Plan Design: A quality;set of plans come with every detail
you need to complete your project with a limited amount of
time, money and tools&any level skill of builders.
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' Important note:
• Building permit: Be sure to check with your local
municipality to ensure that you are meeting any zoning
and permit requirements before construction.
` • Building codes: Our buildings are designed to meet
most local and national U.S. codes and are not meant to
be used for living space. Consult your local building
department for the proper building permits and codes.
• Check foundation size: Before starting on your .
foundation, make sure you are building the correct size
foundation for your building.
• Cutting pieces: There is an old saying in woodworking
"Measure twice cut once". Take your time measuring,
cutting the piece will go together much more easily if the
cuts are accurate, straight and clean.
• Check all parts: After pieces are cut, lay out all of
them to be sure the fit is accurate before
assembling them.
I •Assistance required: Assistance is necessary to
I handle, fit, and secure some components.
° .; : <.:;':.;;;:;:: :,,, • Squareness is very important: Keep 900 corners and
9 0
.. ,.. throughout the assembly to ensure
A:> ! ;.:. . ..�::� ::::: .:.::. .:.. ::.:..,.:. ........ 0 perpendiculars icu ars
I
? all components fit together...:.......
H Safety: As with an construe ion project, use common
i S ty Y � P 1
i . 9 .... _.. sense.:when.bukld::•your building. ::
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r ! _.
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Co
d: Descriptions Dimension Qty ,
::: ..........1:;:;.:,..;..: I :,f._.A;,1 * 4x4 Lumber 16' 4
i .::................. {
s{ i A (II) 4x4 Lumber 16' 1 _
f ' 3
A (II) 4x4 Lumber j 8' 4
IB (I)* I16' � 16
s 2x6 Lumber
f i i 3
B (II) 2x6 Lumber 16' 11
1 B (III) 2x6 Lumber g' 3
C (I) 2x4 Lumber_ 16' 6
C (I) 2x4 Lumber i 12; 22 i
{ k I C (II) 2x4 Lumber 8 I 63
I
I D 5/8' Plywood_ 4'x 8' 6
E 1%4"x6 Deckboardj 16' 9
F %2" Plywood 14'x 8' 12 _
1 C—'-- 5/a"6„OC T1_11 4'x 8' --
_ I i
H 5/8' OSB j 4'x 8' 115 I
1x3 lumber 8' 14
J (1) 1x4 lumber 110. 16 I
J 1x4 lumber 18 122
* Treated lumbers because they will have ground contact.
(I)-(III) Longer lumbers are for longer pieces and shorter
lumbers are for shorter pieces. i
7)0� It makes sense to over buy on materials. It is very frustrating
to have to return to the store to buy one more 2x4 because you
'miscut the last one that you had. I always add at least 10 percent
to materials list to allow for waste and any cutting mistakes. At the
en.d if (;don't use them I take them back to the store for refund.
Tools Needed
Miter Saw, Compass Saw, Circular saw, Electric Drill, Chisel, Hammer,
Phillips, Screwdriver, Level, Ladder, Pencil, Chalk Line,Tape Measure,
Paint Tools, Caulk Gun, Staple Gun and Utilty Knife.
Cutting Pieces
The cutting lists are all specified in liner feet, which indicates only the
total length you need unless otherwise specified: If cutting fist code: 132;
dimension: 189"; descriptions: floor joist; Qty: 13, cut (13)floor joists
from 2x6 lumber(B is 2x6-see material list), each (189) inches.long.
B1
61 yZ"
..
A2
83'
B2 i
B1
48"
61 Yi
Al
Frame the Floor
Attach the Posts
64"
i
i
192"
B1
i 4x4 List
Code Descriptions Dimension Qty
Al _ 4x4 Skids _ 192"
j I A2 Porch Posts 88%2' 4 1
A3 Porch Beams 192" 1
2. Frame the Porch
Build the porch by first cutting 4x4 pieces to correct lengths. Cut fitting
144" notch on posts and beams (A2) & (A3), test-fit the cross-lapped joint as
shown. Attaching (A2)to (A3)using%4"-3" hex head lag screws and
washers by drill 03/6" pilot hole, OY2"socket head then ratchet to drive in
i the lag screw. With a helper, lift and position the porch then attach it to
rim and floor joists (B1) & (B2) using%a"-3" hex head lag screws and t
X to X Y to washers.
B2 B2 B2
B3 B4 B4 B4
— -- -
::
3 3/4" 14 1/2" 14 1/ ".. :;':;:'.:::::i ?:::::_
............... ..............
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.....::
48n .
-
_ _....:.
.
.. ;...
:
.-:::::.: -:::.::.. ...... D
:: .....:
: .....B .
..........
t.. ;::•::... .• :::...............::::::.::
:::.. :.:::::::::::::�:;:;::::;.;;-•;::Fl000r Framin
.:::::..........:: .:....:
48"
E1
El
D1 D1
Floor Framing List
Code Descriptions r Dimension Qty _j
B1 Rim Joists __ 192" _ 2
B2 Floor Joists 189" 13 $"
r=
B3 13 3/4" Floor Block 13 3/4' _ 2_ i
B4 14%" Floor Blocks 14%2" 10
D1 48" Floor Panels :48"x96" 6 8" D1
E1 Deck Boards 1192" 9
1. Frame the floor
Build the floor frame by first cutting rim joists (B1) 192" long. Layout the
floor joists on these, 16"on center, and cut the floor joists (B2) 189" Cover the Floor
long. Attach these to the rim joists with 16d nail; face-nail twice through
(B1) into each end of each (B2), keeping pieces flush at top and ends. 8"
Position the frame on 4x4 skid runners (Al) and shim them level. Check
he diagonals, and when square, toenail the runners. Face-nail floor
blocks (B3) & (B4) between floor joists as shown on diagram.
. 6 7
Wall Framing List
Code Descriptions Dimension Qty
B5 64" Headers 64" 2 Note:Rough Opening
B6 30%2' Headers 30%2' 4 The rough opening of window should be
C1 192" Plates 192" 6 %2' to 3/4' larger than actual sizes(consult
the manufacturer's instruction sheet for
C2 941%6" Studs 941%6" 8 the recommended gap before frame the
C3 Door Studs 80 Y4" 2 wall). This extra space lets you wedge in
C4 51 %2'Jack Stud 51 %2' 2 shims to adjust the unit for level and
C5 Sill 30%2' 2 plumb.
C6 Window Studs 27 3/4" 4
C7 8 7/6"Jack Studs 8'/s" 11
C8 84" Studs . 84" 34
C9 137" Plates 137" 6 4. Frame the Wall -°
F1 64"Spacer 5%"x64" 1 To build front wall section,first cut
F2 30%2'Spacer 5 Y2'x30%2 2 matching top and bottom plates (Cl)
and wall studs(C2j to the lengths. Then
3. Cover the Floor attach the wall studs to the plates,
Mark a line on the floor panel over the center of spaces on-center as shown on the
each floor joist(132) using a pencil (or chalk) and diagram using 16d nails, end-nail twice
at each stud. Frame door rough opining
a'piece.,of lumber to make nailing easier.With by adding door stud (C3) and door
....floor panels flush to outside edges of floor double headers:(B5)with plywood f
frame, face=nail floor panels (01) onto (B1.).&
spacer(F1). Frame.widow rough
(132). Recommended naling:schedule is 84
opening byadding window studs (C6),
nails, 6"on centers:around perimeter-of building srEl (C5)window double headers (66)
and edges.where sheets meet and 12" on.. with plywood spacer(F2) as required.
:center in*middle of the sheets. Add double plate (Cl), face-nail with 10d
nail, 16 on center. Repeat the process
Lay out deck boards (El) on floor joist, notch a on all remaining wall framings.
first board to fit posts (A2) and trim the last
board to fit the space. Face-nail twice through
(El) into each of(132}using 3" 10d nails. If your i
deck board less than 192" you will need to cut
them so the joist are on the center of(132). C1 i
i
F1
137"
B5
C9 12
13 �
C
N y�
C8 C8 C8 6]i'
C9 C1
r i
16" 16" 16" 16" I
'
Side Wall Framing N
9
How to cut notch: Layout the joint carefully and use a
framing square to guide the saw when making the outer edge
cuts. Then make several parallel cuts in the area to be notched,
leaving about 1/4" between cuts. Then the majority of the waste
can be broken out with a hammer and then the bottom of the cut
can be cleaned up with a sharp chisel. Practice a few times on a
Side Wall scrap to get the hang of it.
1
Rear Wall
Front Wall
Draw the Notch Dadoes Cut Remove Wast
3%2' x134
Deep Notch
A2
A3
D nll>Qf/s pilot hole}
so cket.bead ... __
.. .. . .. . .. .
5 2'x 1 2°
Deep Notch
B1
B2
ZK
Level wall and brace, do
not sink nails completely.
S. Lift the Wall into Position
With a helper or two, lift the wall up so its top plate is about waist
high. Keeping the wall tiled slightly forward, slide it forward the
edge of the floor until the outsides edge aligns with the outside
edge of the floor. Raise the wall upright by"walking"your hands
down the studs. Keep each wall upright until the next wall is
place by tacking 2x4 brace to the stud as shown. Measure
diagonals inside the tractor and adjust for the square. Check the
walls for level; shim as needed. Attach the bottom to the floor
Lift the Wall and corner studs with 16d nails, 16"on center.
10 11
How to cut notch: Layout the joint carefully and use a
framing-square to guide the saw when making the outer edge
cuts. Then make several parallel cuts in the area to be notched,
leaving about 1/4" between cuts. Then the majority of the waste
can be broken out with a hammer and then the bottom of the cut
can be cleaned up with a sharp chisel. Practice a few times on a
Side Wall scrap to get the hang of it.
Rear Wall
Front Wall
Draw the Notch Dadoes Cut Remove Wast
3 Y2' x 1 3/4"
Deep Notch
A2
:: ..
A2
Q116" plot ole '
so
Deep Notch
I
i
B1
B2
Level wall and brace, do
not sink nails completely.
S. Lift the Wall into Position
a With a helper or two, lift the wall up so its top plate is about waist
high. Keeping the wall tiled slightly forward, slide it forward the
edge of the floor until the outsides edge aligns with the outside
I, edge of the floor. Raise the wall upright by"walking"your hands
down the studs. Keep each wall upright until the next wall is
place by tacking 2x4 brace to the stud as shown. Measure
diagonals inside the tractor and adjust for the square. Check the
Lift the Wall walls for level; shim as needed. Attach the bottom to the floor
and corner studs with 16d nails, 16" on center.
10 11
LR-
i
j G1 C1 c1 C1 F3 F3
;4o; C1
:j 3J a .24" C11
24„ Gil
Cf) co
24" cli
1, Cl 12" N I C1 C1. C1
16"�16" 16"— C9
._ N End Truss
—� --- —---- F3
t, 44 9/16" C1 C11
j C1
} 10 11/16" 130 13/16"
I
144" -�
s
Center
-.
_._ .
_..
:::: .::: :;:;;;.:: .: ... ..
.
-. -.:. :: ::: :::.:.-.::... i ::: ::.:.
..............
:.
90,
.:...:. :..
2 5/16
90*
56° 34° 2 5/16"
��
34° 34° f-2 13/16"
C1
133 5/8"
53 3/16"
F' 72° 4 1/16"
1D -
Roof Framing List
Code Descriptions Dimension Qty
B4 Ledger 192" 1
C10 Long Chords -- 99 j2" - g
C11 Short Chords 80 5/16' g
C12 _Collar Tie 133 5/8" 7
a" C13 Porch Rafters 53 3/6' 9
' C14_ 12"Jacks —_--- 12, -- 2
C15_ 22 3/4" Jacks 22 3/4" 4
C16 33 3/6' Jacks— 33 3/6' — -- 4
Install the Trusses t C17 44" Jacks 44" 4
C18 54%" Jacks - - 54 5/6' 2 -
F3 Gussets 19"x 6" 16 1
12 13
i;
6. Frame the Trusses I
4'x8' Sheet The roof is framed with trusses; both the short and long it
2x4 Block chords (C10) & (C11)are mitered at the peak at 56'
degrees. Note: to get the 560 angle cut, you may need to
set your miter saw to 34°. This is because the scales on 1
most miter saws are set so that a 900 cut is labeled as 00
on the scale. The truss parts are joined with%2' plywood
gussets (173) as shown in the truss detail. Two gussets Dl
are on center struss, end trusses have only one and no G G G G
collar tie (C12). You'll need (9) trusses for(16)feet long 48" 48" A
shed described here. 0 51/4"
18 3/8"
7. Install the Trusses
Trusses are generally installed by first placing them {
upside-down on the top the plats and then flipping them M
up into position one at a time. Attach the end trusses to N
Q: Cantilever truss in a jig made from three sheets of the double top plates so they're flush and eaves
overhang is even. Temporarily span the two end trusses 1s 5/8" 24 3/4° 3 5/s°
r
4 x8 plywood and scrap 2x4 blocks. Cut and set all truss Co
members. Shim tight, then glue and face-nail gusset with with a 2x4 to serve as a positioning guide; position the _ ss"
remaining trusses on the marks made earlier on the N
(10) of 8d nails from top side; you will have to bend the I - CO
protruding ends of these nails over:before.;putting the
double top plats toenail with 8d nail. Install remaining
gusset on the opposite side,of tf earuss.;Pu11:8hims and
trusses, keeping them spaced exactly 24" apart. End L
trusses have a left and right, make sure to assemble
remove truss from jig. Tum truss over on a flat surface; ...........
. :::::.::.. ,
glue and fac-nail gusset;;on the other side: Face nail a wrth gusset of opposite side. Cut and make no gable G1 G1
collar tie on truss with 1;Od nail_
'ackS C14 - C18 to fit truss then toenail them_ on both
1 ( );.( ) ....
end trusses:as shown on:drawings ;
71
Front Wall Sheets
32 16" 4
-
i
10 11/16"
21 5/16"
m
g2" 3
32" 412"3 3/8k
� t �
CO
m �!
I�
Ij
5-� G3 G3 G� G3
G4 G4 G4 O
i
i
---�— 48" ---48" 48" —48"48" �---48" � 48"� '
Gable Wall Sheets Rear Wall Sheets
14 15
�!!. .. ��.�''- .,-'a,--s.•T- .:_�_..-%:'roc.-...'c':ras: ------- i -
I' Z-flashing
Upper Sheet Wall Sheet List
Code Descriptions Dimension Qty
G1 96" Front Sheets 48"x96" 4
I G2 5%4"Front Sheets 48"x5%4" 4
Rear Sheets - - - --��-- � -��- -
li jjt G3 — 48x91 /2 4
I G4 48"x88 5/8"Sheets 48"x88%" 6
48"x46" Sheets 48"x46" 2
G6 48"x56 11/16"Sheets 48"x56 %s" 2
G7 48"x35 3%"Sheets 48"x35 3/8" 2
r GS 12"x14"Sheets 12"x14" 2
} B4
8. Apply Moisture Seal
Lower Sheet Building wrap has always been a good idea, now it is code.
This wall is what is called "single wall construction" and so
Building Wrap the wrap goes right over the studs. Applying building wrap,
leave enough excess around the window ans door opining
`> c� so that you can wrap it around the framed opening to create
a seal. Staple it in place, and applying self-stick flashings at
the corners, around windows and door.
9. Enclose the Wall
"` Note: It is very important to test-fit when you cut the wall
. sheets. Start with cutting the OC T1-11 siding to the sizes
afitistaades..:as:.:�a: out::on dawin s You may cut the
.: .
..:.... 9 : Y Piece
...
ss<:....
:. .:
top, then
:. . -.....::...
24 m:too shape`at top of the rafters r Cautilon do not over
si
to
a
..
:,rtm.. ..
. .. ........
$ `;=::;Install:f gist sheet (G1) by resting it on nails along bottom.
s }align panel piece at top and end of wall, panel splice should
fall on the center of wall stud. Install remaining panel pieces,
repeating previous step. The nailing schedule for sheathed
J walls often requires 8d nails at 4-6-12. This means that nails
are spaced 4 around the perimeter of walls, 6 at the joints
,\ <. between sheets, and 12" in the field.
When extend into a gable, the installer stacks the panels
and installs metal Z-flashing in the horizontal seam between
lip
lower(G4) and upper sheets (G5)- (G7).
i To cut rough openings drive 10d nail through the panel at
the corners of the opening with the proper fitting. Run a
chalk lines around the nails on the exterior and snap a line.
l#,l Remove nails and drill a 3/4" access hole in each corner. Use
1 a circular saw to cut the opening, keeping the waste pieces
j rl intact for future use.
�i
l � 10. Add Porch Rafters
First cut and attach 2x6 ledger(134)to the front wall using%4
{;! Enclose the Wall j Install the Rafter -2 1/2" hex head lag screws and washers, 16"on center; make' � '
i sure screw through the studs. Toenail rafters (C13) keeping
them spaced exactly 24" apart using 10d nails.
i'
1 A I 17
Roof Sheathing
' Code j Descriptions Dimension Qty
i
; r H1 28Ya"x96"Sheathings 28Ya"x96" 2
H2 48"x96"Sheathings 481x96" ' "
H3 .28Ya x771%6"Sheathings 28/a x771/6 2
771�6 H4 48"x771%6"Sheathings 48"x771%s" 3
H5 !28Ya"x54Ya"Sheathings 281/4"x54Ya" 2 —
H6 48"x54Ya"Sheathings 48"x54Ya" 3
3 i H7 ,_ 6"x76Y4"Sheathing 6"x76Ya"
H3 ; H8 6"x96"Sheathing 6"x96" 1
LH9 6"x28Ya"Sheathings 6"x28Y4" 1
i
t
If. OSB Sheathing
Roofs are typically sheathed with 5/" exterior
54%a" grade OSB. Nail the sheets with 8d nails at 6"
H5 on center at the edges and 12" on center in the
li field. Cut 5/" OSB sheathing sheets (1-11)- (1-19),
dimension as shown on cutting list and diagram.
Hs Cover the trusses with these sheets.
... ............................. 2
. ...
....
'. ... ..' .......::
.......
:....: ...
' ....
:::''
.....
..........
f'
%7
�E
IA
`l
i,
t�
'i
' 'r
Ridge Cap
Shingles
ti
,i
J8
Foofing Felt ri J7
it
at
A A
fiA 56°
Sheathing ' ----77 13/16"
{ J8
!r
56°
75° 72°
Drip Edge J7 J9
C1 56 3/8"--—
1 ,I
Ej Trims List
1 Code Descriptions Dimension Qty
...I:: }j C17 Fascia Supports 3%2' 21
.....:::::::.- :::: ---
!;::; J7 Long Gable Fascias 104 5/Sn 2
-:.::::: :;. .:.: .
.::::::::::::: :::. Short Gable Fascias Is
1. :::: :..
77...:�6_— 2
it fi Drip Edge - —I
4 i Porch Fascias 56 3/s" 2
I i
— --
.
-.-.,
44 :....
;:.
i iF F ont/Rea fascias ? °
...........
J9t7 99/z 4
:...... :::. I . ..
:- . -
s ..:. J11 Frcipt Corh' Trims . ..86 5/8 2
I 3.. J10
. ......... .. :. ..:` corner Trims 88 5 " 6
i I :.i:
�. :: ...:
# 12.Apply the Trims
J12 1 I Even though dimension on drawings and cutting list are
provided we strong recommended to measure your
J12 ; I building first before you cut these pieces. This is very
i ! I ± 41 important at this point to cut the wood trim fitting
together properly. Cut and install the fascias (J7)& (J9)
s I C1 and corner trims (J10)& (J12) using 8d nails at 12" on
i center. Cut to fit and toenail fascia supports (C17)when
you attach rear and gable fascias.
I 13. Finish the Roof
The last layer is the drip edge. It goes around the
perimeter for the roof to prevent water from running
under the edges of the shingles. Installing the drip edge
is where your roofing job begins, nailed in place along
t the lower edges of the roof.
Next, you need to staple on the felt. It comes in rolls
rated 15-lb. Start at the drip edge and work up,
Apply the Trims J12 overlapping each course.
Finish the Roof J11
Install asphalt shingle and ridge caps. Generally, you
should use four nails per shingle. Follow shingle
manufacturers application recommendations.
20 21
y
ai Double Doors and Windoor Trims List
12 1 Code Descriptions Dimension Q
G8 Door Panels 30"x80" 2
J3 - ` J1 Door Uprights j 80" 4
J2 Door Stiles - 6511 81
8
- - - - -8
J3 Jambs 13/41, 2
! J4 Lintel ;69" 1
11 J5 Win. Uprights
2' 27 3/ 4
J4
63'---- 1-- - - ------
f� J6 Win. Stiles 132 3/4" 4
i t I 3 1/2' 23"--k -
! — Door Cap 76"
� n h n 10.1 I` 12 Vert. Door Stop i 80" 2
f-l�� �I�I� 151/4' LJ�� J
�— ! t 13 Horiz. Door Stop 61" 1
i I I
J3 j N i i 14. Install Window and Vents
i J2 76" 80" Position the window in rough opening and inserts of shims
1COI , x around the perimeter. Adjust the shims as necessary to make
Gs the unit plumb and level. Fill the gaps between the jambs and
the framing members with loosely packed fiberglass insulation.
f ..::::::..
' r 1 Attach the trims (J5) & (J6)around the window. It is
�........ . .: .. ..... .......... J1 :::.. ;::=>:=>. ,,t ..::; ,,:, . recommended to seal behin
d window with clear silicone caulk.
.-:.. i
Install shed vents, fit the openings with ro er vent hovers that
protect>your shed from i ain and other weather.
.:..
-::
C?oor:letail
.... I
I 15;Build and..... Mahe Doors
- r Usin T:1:-l1 anels G8., .. .
build th
e cfeiubl 9 . ... e o
:.:
,� ::> .::.. d ors, trimming it out
:;. >;';::>:::::; _.............. _. .... ... .......... ::::.... ::.: withh. upnght ratls(J1).;and strfes (J2}: Glue and-:nail them eve 6
-.::
using 3d finish nails- dd vertically cap (11) half-on to the back of
J2 4``I the outer edge
}4_: .. '°` g on one of the doors, left or right as you prefer.
4—32 3/4"— Finish the door by installing transom windows in rough opening.
Before install the doors cut and add jambs (J3)and litel (J4)
Y J1 CO J5 4h around rough opening. Install the door, starting with left door
N '' install doors keeping door tight against side and%4" reveal at top
J2 } using 1 %4" black hinge screws. Install safety hasp following
I' J6 directions included with it. Cut and add door stop (12) & (13) as
`a shown on door detrail.
16. Painting
!
J3 Check for protruding nails, pound any protruding nails into the
F wood or cut them off flush. Paint building desired color. Note:
id you ca
n an paint the trim a different color to suite your taste. It is
J5 easiest to paint trim prior to installing. Follow panting
_ l manufacturers application recommendations when painted.
J6
17. Electrical Work
All work and materials shall comply with the National Electric
Window Detail Code or local building requirement. All wiring shall be concealed
and carried in BX or other approved conduit to each outlet, �'~v
switch, fixture, and appliance or equipment such as furnace hot
water heater, and rang when required'`
22 f 23
i
5 H EET INDEX Boulevard Planning
AI.O - TITLE SHEET APP D ED AS NITED Construction Consultants
GENERAL NOTES DATE• 516-877-2001
ARCHITECTURAL ROOF ARCHITECTURAL ROOF ARCHITECTURAL ROOF ARCHITECTURAL ROOF B'P G
PLOT PLAN FEE 61
BY:
SHINGLES IZ IZ SHINGLES SHINGLES IZ IZ SHINGLES NOTIFY BUILDING DEPARTMENT AT
PJ Q� PJ �Pj FOUNDATION PLAN 631-765-1802 8AM TO 4PM FOR THE
LEGALIZE
4 L 1a4 4 FLOOR PLAN 1 OLFOUNDATION ETWIO RF01 TIRED
SECTION FOR POURED CONCRETE
L UI��, & MAINTAIN
TAll V
ELEVATIONS 2, ROUGH-FRe�MING&P
3. INSUUL LATION SHED
GS-I GODS SHEET 4. FINAL-CONSTRUCTION MUST
05-2 GORE SHEET BE COMPLETE FOR C.O.
ALL CONSTRUCTION SHALL MEET TH
— CEDAR SHINGLES LCEDAR SHINGLES — CEDAR SHINGLES REQUIREMENTS OF THE CODES OF NE S TLTMPF
YORK STATE. NOT RESPONSIBLE FOR
4"x4" COLUMN 41x4" COLUMN, TYP. DESIGN OR CONSTRUCTION ERRORS
COMPLY WITH ALL CODES OF Residence
NEW YORK STATE &
wyy LT �y YLFYh] I yyyy AS REQU RED AND CTOWN NDITIQODE NSCr 1250 LAURELWOOD DRIVE
SOUTHOL OViNZBA LAUREL, NY. 11948
o z o z I o z I o z SOUTHO TOWN PLANNING BOA D
8n P. GONG. TRENCH c(> S" P. GONG. TRENCH 8" P. GONG, TRENCH K�
00 ING I— — — — —J FOOTING — — — — — — — FOOTING — — I FOOTING CONIC. TRENCH SOUTHELDTO�ti'NTRUSTEES
� F T F
SO OLD HP0
'.EAR ELEV. LE T 51DE ELEV. RONT ELEV, 4 RIGHT 51DE ELEV. s 'I
AI•o SCALE: 1/4 - I o AI.O SCALE: I/4 = I'-o° AI.O ° - , C I Ncy REVISIONS: DATE:
AL0 r�GALE: I/4 = I'-0" " - ,_ " " r�GALE: I/4 - I-0 �.�
IZ0
„ USE I iNUiWFUL " 1 PLOT PLAN 08/11/2025
, i n i ,, IZ _0 , n L��1 111UT CETI@ ICIitl
4 -o,, S�-0" 3 -8 I -o �-4 � TOWN 08/13/2025
n " OF CCUPC, n I n 1�
Z"xlo" RIDGE RD. 3 3 -OJ I/Z 4 -0 4 -o
Additional
ELECTRICAL Certification
COLLAR TIES ARCHITECTURAL GRADE IAZ) z�_ N'-X&_e INSpwCTION REQUIRED May Be Required.
@ I�° O.G. IZ IZ SHINGLES - a.
ag I" PLYWD. SHEAT'G (2) 2"4' HDR.
IZ 2„ „ „ All exterior lighting
4 2 x4 R.R. @ Ilo O.G. R. R. 1 284, R. RX installed,replaced or
TOP PLATE 240 O.G. I Z4" O.G. I 8"x1Z" THICKENED
A. 5LA6 repaired shall conform
I I to Chapter 172
�I SHED Z��x4�� G.J. @ I(o"1 O.G. CEDAR SHED A A 5YM�0L5 L6T of the Town Code
Z-Z x8 HDR. SHINGLES /AA I I A
2" PLYWOOD SIDING Al.o o w A1.O Al.o Ai.0
Znx4n STUDS I(o" O.G• - I z ? o I o UNEXGAVATED X DETAIL NUMBER
4 x4 WOOD COL. @ N ��� -3-- -�, 4" GONG, SLAB FLOOR DETAIL NUMBER
Z"x4" P.T. PLATE `—� '� N � N �I `� 8 X
n 1" ( � N „ I ( AX - X AX X
4 P. GONG. SLA15 2 0 ANCHOR 5OLTS 8 P. GONG. TRENCH FOOTING DWG. NUMBER
FLOOR @ 7Z O.C. FIN. FLOOR TO 3(o BELOW GRADE MIN. DWG. NUMBER
2"x4" G. J. 2"x4° J. aC Z4" O.G. ! I X
IZ" GRADE N 24 O.G. I I I BUILDING SECTION/ELEVATION SHADED AREA INDICATES ELEVATION USED
Z I I I I DETAIL `,IUMBER DETAIL NUMBER
8 xlZ P. GONG. c(� i X X
THICKENED SLAG 5•0• FTC'• AX AX
P. GONG. TRENCH DWG. NUMBER
FOOTING SECTION DETAIL
Ile IIe S'I t(N DWG. NUMBER _ �n
I Yj F— WINDOW MARK SECTION/PLAN ENLARGEMENT E C EV E
A SECTION 3FLOOR PLAN OUNDATION PLAN DOOR MARK n 1
AI.0) I 5G LE: I/4 I o SCALE: 1/4 I o
AUG 1 4 2025
N (0(o0 r�'o 10" E SEE 5GHEDU EMARK
ZOo.o'
Uj
John E. Stumpf
Io I Q EXISTING WALLS
IZ.o' 15.0' E __
- I EXISTING WALLS TO BE DEMOLI5HED -ARCHITECTS-ENGINEERS-
O 0 PROPOSED WALLS (CONCRETE)
-LAND SURVEYORS-
O o ` LEGALIZE & _/
O MAINTAIN SHED DC Q PROPOSED WALLS (WOOD FRAME) 220 Main Street
I lil
_] p LOT ZO I O O ® PROPOSED BRICK OR STONE MASONRY Hempstead, NY 11550
f l4 o O FROP05ED CONCRETE MA50NRY UNIT Telephone Fax
p� N EXISTING I o I�
' ' � - 1G A��REVIATIDNS 516-877-0400 516-746-8622
RESIDENCE i
I I N d— 631-734-2011 516-538-4090
O ADD'L. ADDITIONAL HORIZ, HORIZONTAL
0 ; ALLOW. ALLOWABLE HT. HEIGHT Internet: www.blvdplan.com
= ALUM. ALUMINUM J5T5. J015T5
N ( A.F•F• ABOVE FINISH FLOOR LVL LAMINATED VENEER
LUMBER THESE PLANS AND SPECIFICATIONS ARE INSTRUMENTS OF SERVICE
O BARR. BARRIER LUMBER
MANUFACTURER AND ARE THE PROPERTY OF BOULEVARD PLANNING P.C.
- Z BD. BOARD MAX. MAXIMUM INFRINGEMENTS WILL BE PROSECUTED.
`� BLDG. BUILDING
CAS I% BM. BEAM MIN. MINIMUM
�.2� BTHRM. BATHROOM MW
M.L. MICROLAM
S I T E A N P Z O N I N G D A T A CLG. CEILING N M. NOMINAL MICROWAVE (�08/13/25 DATE: 07 - 24 -25
-- - -- -- -- -- -- -- -- -- CLO. CLOSET ��µETV)AnC,y,T
ZONING REQUIREMENTS EXISTING CONDITIONS PROPOSED CONSTRUCTION ' " CONT. CONTINUOUS O.G. ON CENTER E•b�UCr DR. BY: VMB
S (o(o �0 10 W
GONG. CONCRETE OP G. OPENING
ACCESSORY STRUCTURE ZG�0,0 GORR. CORRIDOR PLYWD. PLYWOOD SCALE: AS NOTED
PLOT AREA 3�J,�1(o.38 5Q• FT. 3°J,°J1(o.3S 5Q• FT
PROP.
FRONT YARD SETBACK • ' DIM. DIMENSION PROPOSED
D.W. DISH WASHER P.T• PRESSURE TREATED
REAR YARD SETBACK 0.0' 15.0' DWG. DRAWING PTO. PAINTED a
CHKD: J.S.
Nn,p �
51DE YARD 5ET15ACK 0.0' 13.0'/AGO, 12(0.0' HEATHER PLACE EA. EACH RD. ROUND
LOT COVERAGE SHED 0.00 5.F. 5HED 1.92.0 5.F- ELEV, ELEVATION RM. ROOM
EXIST. EXISTING R.O. ROUGH OPENING
EXT. EXTERIOR REQ'D. REQUIRED
F.A.I. PRE5H AIR INTAKE 5TL. STEEL
I°JZ 50. FT. 0.48 % MR. FLOOR 5T. 5TL. STAINLESS STEEL
MAXIMUM HEIGHT FDN. FOUNDATION THK. THICK
FT. FOOT/FEET NP• TYPICAL
FTC. FOOTING U.O.N. UNLESS OTHERWISE PROJECT NUMBER SHEET NUMBER
NOTED
GYP. BD. GYPSUM BOARD VERT. VERTICALLY A
PLOTPLAN IN. INCHE S) V.T.R. VENT TO ROOF � * OSCALEAI.O INFO. INFORMATION W/ WITH
: I = 30-0"
8/13/2025 12:50:02 PM
G E N E IR. A L NOTES IIIIIIII IIIIIII IIIIIII III
ROOF BOARD NAILING SGHEOULE Wood Frame Construction Manual Boulevard Planning
"Ts' IQQ5 SBG High Wind Edition TABLE 3.1 Construction Consultants
AFTER TIE 516-877-2001
►. CONTRACTOR SHALL CHECK AND VERIFY AL CONDITIONS TO THE SITE
PRIOR TD 5TARTIN6 OT'WORK AND HE SHALL FAMILIARIZE HIMSELF WITH STEEL - BLOCKING 2 BAYS Joint Description Number of Nails Nail acin
THE INTENT OF THESE PLANS AND MAKE WORK AGREE WITH SAME. BACK ® 4'-0" O.C. ROOF FRAMING
2. CONTRACTOR OR OWNER SHALL OBTAIN A BUILDING PERMIT FROM THE I. ALL STEEL HORK SHALL CONFORM To THE REQUIREMENTS OF THE - Rafter to Top Plate (Toe-nailed) 3 - SD per rafter LEGALIZE
TOW ILL N OR VILLAGE PRIOR TO 5TARTIN6 WORK.'IF REQUIRED) "5PEGIFIGATION5 FOR THE DESIGN,FABRICATION AND ERECTION OF - -
- ATTIC CallingJoist to To Plate (Toe-nailed) 3 - SD per joist
STRUCTURAL STEEL FOR BUILDINGS'.STEEL SHALL CONFORM TO ASTM --- '-'
3. CONTRACTOR 5HALL OBTAIN ALL REQUIRED APPROVAL5, PERMITS, A-56 AND A-5a TRAP TIE Ceiling Joist to Parrallel Rafter (Face-nailed) 4 - I60 each lop
CERTIFICATES OF OCCUPANCY,INSPECTION AP'ROVALS, ETC,.,FOR WORK CONCRETE AND MASONRY LINK# i - ATTACHMENT 0 5HEATHIN6 Ceiling Joist Las over Partitions (Face-nailed) 4 - IbV each lop & MAINTAIN
PERFORMED FROM AaNGIE5 HAVING JURISDICTION THEREOF. TO ROOF F MING
I. ALL FOOTINC75 SHALL BEAR ON VIR61N OR UNDISTURBED SOIL OF 2000 Collar Tie to Rafter (Face-nailed) 4 - 16D per tie SHED
4. ALL WORK SHALL CONFORM TO THE NEW PORK STATE UNIFORM FIRE BLOCKING 2 BAYS
PREVENTION AND BUILDING CODE AND ALL RULES AND REGULATIONS OF THE P5F BEARING CAPACITY.THE CONTRACTOR SHALL VERIFY THE LEVEL OF LINK# 2 - CONNECTION OF RAFTER
ACCEPTABLE BEARING STRATA IN THE FIELD. d THETOP OF WALL BACK a 4'-0" O.G. Blocking to Rafter (Toe-nailed) 2 - SD each end
VILLAGE OF GARDEN CITY.
2. ALL CONCRETE WORK SHALL CONFORM TO THE REQUIREMENT5 AND Rim Board to Rafter (End-nailed) 2 - 16D each end
5. IF IN THE COURSE OF CONl5TRUCTION A CONDITION EXITS WHICH RECOMMENDATION5 OF ACT-301-64. "5PECIFIGATION5 FOR STRUCTURAL
D15A6REE5 WITH THAT AS INDICATED ON THESE PLANS,THE CONTRACTOR CONCRETE IN BUILDING"(fc=3,500 P5U,REINFORCING STEEL.,IF ANY, LiNK# 3 - CONNECTION OF TOP WALL FRAMING S TUMPF
SHALL STOP WORK AND NOTIFY THE ARCHITECT. SHOULD HE FAIL TO SHALL CONFORM To ASTM A-bI5 GRADE 60. TOP PLATE TE TO 5TUD To Plate to To Plate (Face-nailed) 2 - I6D I per foot
FOLLOW THI5 PROCEDURE, AND CONTINUE WITH THE WORK,HE SHALL TOP OF PLATE SECOND FLOOR
i ASSUME ALL RESPONSIBILITY AND LIABILITY AR151NO THEREFROM. 3. ALL MA50NRY UNITS SHALL BE GLEANED OF ANY DIRT OR DUST PRIOR TO ELEVATION VARIES LINK# 4 - GON ECTION OF •TRAP TIE To Plates at Intersections (Face-nailed) 4 - 16D joints - each side •
Residence
6. DO NOT SCALE DRAWINGS. WRITTEN DIMEN150N5 5UPERGEDE SCALED
INSTALLATION TO ENSURE A SECURE AND PROPER BOND. 5H ATHING TO HEADE Stud to Stud (Face-nailed) 2 - I6D 24" o.c.
DIMENSIONS. ARCHITECT HAS NOT BEEN RETAINED FOR ON SITE LINK# 5 - CONNECTION CF HEADER
INSPEGTION5 AND/oR OBSERVATIONS OF THE CONSTRUCTION. MECHANICAL TO ADJACENT E TOR WALL BLOCKING 2 BAYS
Header to Header (Face-nailed) I6D b" o.c. alonged e 1250 LAURELWOOD DRIVE
1. PRAKINC75 AND SPECIFICATIONS A5 INSTRUMENTS OF SERVICE ARE AND 1. RADIATORS AND BASEBOARD CONVECTORS SHALL BE LOCATED BELOW BACK a 4'-0" O.G. To or Bottom Plate to Stud (End-nailed) 2 - I6D per 2x4 stud
SHALL REMAIN THE M>PERTY OF THE ARCHITECT WHETHER THE PROJECT WINDOWS rya-ERE P0551BLE OR ADJACENT TO DOORS AND WINDOW5. 51ZEffiH 3 - Ib0 per 2xb stud LAUREL NY. 11948
FOR WHICH THEY ARE MADE 15 EXECUTED OR NOT. THEY ARE NOT TO BE OF CONVECTORS To BE CALCULATED BY THE PLUMBING AND/OR HVAG
USED ON ANY OTHER PiZOJEGTS OR EXTENSIONS TO THIS PROJECT EXCEPT CONTRACTOR 4- I6D per 2x8 stud
BY AGREEMENT IN WRITING AND WITH APPROPRIATE COMPENSATION TO THE
ARCHITECT. 2. FIRST AND SECOND FLOORS SHALL BE ZONED SEPARATELY. Bottom Plate to Floor Joist,
5. OM155ION5 OR ERRORS CONTAINED IN THE DRAWING AND SPECIFICATIONS 3. HVAG DUGT5 TO BE HIDDEN WITHIN WALLS AND OL05M WHEREVER FI RST FLOOR TUD TO FLOOR Bandjoist, End_joist or Blocking (Face-nailed) 2 - I6D 1,2 per foot
DO NOT RELIEVE THE GONTRAGTOR FROM COMPLIANCE WITH ALL POSSIBLE. FINAL LOGAT1ON5 SHALL BE APPROVED BY THE ARCHITECT LINK# b - CONNECTION OF WALL CONNECTION FLOOR FRAMING
APPLICABLE STATE AND LOCAL CODES. AND/OR OWNER. TO FLO FRAMING
4. EXPOSED DUCTS IN CRAWL SPACES OR ATTIC,AREAS SHALL BE
a. ALL WORK SHALL BE PERFORMED iN A WORKMANLIKE MANNER AND THE INSULATED. --) LINK# 3 - CONNECTION OF TOP Joist to 5i11,To Plate or birder (Toe-nailed) 4 -6D per joist VISIONS• DATE
51TE SHALL BE GLEANED UP AT THE END OF EACH WORK DAY,CLEAR OF FIN15H SECOND FLOOR BLOCKING 2 BAYS
jz
ANY HAZARDOUS CONDITIONS. N.Y.S. ENERGY CODE STATEMENT ELEVATION +8'-10" FI:AIL 10 BACK ® 4'-0" O.G. Bridging to Joist (Toe-nailed) 2 -SD each end
10. THE CONTRACTOR SHALL ENSURE THAT ALL REQUIRED IN5PECTIONI5 ARE I. THE ARCHITECT HAS EXAMINED THE5E PLANS AND SPECIFICATIONS AND,TO LINK# 4 - CONNECTION 0 Blockin to Joist (Toe-nailed) 2 - SD each end Ai PLOT PLAN 08/11/2025
GALLED FOR IN A TIMELY MANNER. THE BEST OF HI5 KiOWLMa,THEY COMPLY WITH THE REQUIREMENT5 WITH 5HEATHIN6 TO HEADER Gable End Wall Bracing Blockingto Sill or To Plate (Toe-nailed) 3 - Ibo each block
11. THE CONTRACTOR SHALL ENSURE THAT ALL TRADES COOPERATE THE NEW YORK STATE ENERGY CONSERVATION CODE. 7�T
T06E:THER TO SATISFY THE PROPER COMPLETION OF WORK OF EACH OF CS j N.T.5. Led er Stripto Beam (Face-nailed) 3 - 160 each Joist 2 TOWN 08/13/2025
THE TRADES.HE SHALL ADV15E THEM OF CONDITIONS NECESSARY FOR THE CARPENTRY LINK# 5 - CONNECTION HEADER Joist on Led er to Beam (Toe-nailed) 3 -SD per oist
PROPER INSTALLATION OF EACH TRADE. TO ADJACENT EXTERIOR WALL
I. ALL LUMBER SHALL BE NUMBER 2 DOU61-A5 FIR OR 1,200 P51 HEM-FIR.
Band Joist to Joist(End-nailed) 3 - 16D per joist
2. ALL JOISTS SHALL HAVE 50LID BRIDGING AT&-0"O.G. Band Joist to 5111 or Top Plate (Toe-nailed) 2 - 1612 per foot
3. ALL EXTERIOR AND BEARING WALL5 SHALL HAVE "CATS" AT MIDPOINT. ROOF SHEATHING
ALL DOOR OPENIN65,ARCHES,AND WINDOWS SHALL HAVE "CATS"ON 5IMP50N STRONG-TIE EACH SIDE. IM
Structural Panels SD 6" edge,/6" field
° IN
WOOD FRAMING 4. ALL PLATES AND SLEEPERS SHALL BE PRESSURE TREATED LUMBER
LINK# b - CONNECTION 0 0516 CONNECTOR .L Ploclonol Board 5heathin
cl
1. M16N LOADS: FIRST FLOOR-40#/5F LIVE LOAD-20#/5F DEAD LOAD-60#/SF TOTAL 5. UNLE55 OTHERWISE NOTED,ALL PLATES ARE TO BE 5EWRED TO THE TO FLOOR FZNMINO U5E 22 - IOd x 1 1/2
ROOF- 15#/5F LIVE LOAD-20#/5F DEAD LOAD-35#/SF TOTAL FOUNDATION WITH 1'DIAMETER 6ALVANIZED 'J"BOLTS a 4'-0"O.G. (" x b" or I" x 8" 2 -SD per support
SECOND FLOOR-30#/5F LIVE LOAD-20#/SF DEAD LOAD-50#/5F TOTAL 6. ALL PLATES AND SLEEPERS OR ANY OTHER WOOD IN CONTACT WITH FIN15H FIR5T FLOOR INK#I - CONNECTION JOIST GALVANIZED NAILS I' x lo" or wider 3 - SD per support
CEILING-20#/5F LIVE LOAD-2O#/5F DEAD LOAD-4O#/SF TOTAL CONCRETE,CONCRETE BLOCK,MORTAR,SOIL,TERMITE SHIELDS,EX. ELEVATION +0'-0" TO PLATE
SHALL BE PRESSURE TREATED LUMBER. CEILING 5HEATHIN6
2. DMION TIMBER 5TRE-55 -DOU6LA5 FIR SOUTH,NO.2 6RADE FB = 1. ALL PLATES SHALL SIT ON ALUMINUM TERMITE SHIELDS. GRADE sum Wallboard 5D coolers =-rede/ 10" field
625 PSI,E = 1,200,000 PSI. 6. ALL OPENINGS SHALL BE DOUBLE FRAMED,ALL AROUND. LINK# 8 - GONNEGTION OF HALL CLEAR
3. ALL HEADERS SHALL BE(2)2"Xb"a 2"X4"WALLS d (5)2"Xb"WALLS 9. TREATED LUMBER SHALL BE SOUTHERN YELLOW PINIE,PRESSURE TREATED, TO FOUNDA ION SPAN WALL 5HEATHIN6
® 2"X6" WALLS UNLESS Nl<2TED OTHERWISE. 40 YEARS MINIMUM.
10. ALL JOISTS ALI6NED WITH PARTITTONl5 ABOVE SHALL BE DOUBLED. Structural Panels SD b" ed e/b" field
4.ALL HEADERS SHALL BEAR ON 41X4"POST a 2"X4'WALL5 OR 4"X6" IL UNLESS OTHERWISE NOTED,ALL OPENINC75 SHALL HAVE MINIMUM 2-2Xb Fiberboard Panels
POST e 2"Xb"W6LL5 UNLE55 NOTED OTHERWISE.
5.ALL COMPONENTS SHALL BE ANCHORED AND CONTINUOUSLY MEMBERS.ERWITH "PLYWOOD PLATES,6LU1ED AND SPIKED BETWEEN THE b0 3" edge /6" field
CONNECTED FROM THE FOUNDATION TO THE ROOF TO PREVENT 12. ALL WOODEN HEADERS SHALL BEAR ON 4X4 POSTS,MINIMUM. „ 25/32" SD 3" edge /b" field
COLLAPSE OR PERMANENT LATERAL MOVEMENT'UNDER WIND FORGES. I-0
6.FASTENERS AND CONNECTORS TO FLOOR BEAMS AND BRACING 13. ALL FLITCH PLATE HEADERS SHALL BEAR ON 4X6 POSTS,MINIMUM. MIN. Oypsum Wallboard 50 coolers I" edge/ 10" field
SHOULD BE OF CORROSION RE51STANT MATERIALS AiD SHOW NO FINISHES PROVIDE MINIMUM I° Hardboard SD b" ed e/b" field
EVIDENCE OF CORROSION OR DETERIOATION WHICH MIGHT REDUCE END 015TANCE
THE ABILITY OF THE STRUCTURE TO RES15T WIND EFFECTS. I. MLE55 OTHERWISE NOTED,ALL MOLDINGS AND FINISH MATERIALS SHALL EQUAL NUMBER OF Particleboard Panels SD b" edge/e/b" field
'1.ALL FASTENERS AND CONNECTORS INCLUDINI6 NAILS,BOLTS,STEEL MATCH EXISTING AS OL05ELY AS P0551BLE AND SHALL BE APPROVED BY
WIND ANCHORS,AND TRU55 PLATES ARE TO BE'HOT DIPPED GALVANIZED.
THE OWNER. SPECIFIED NAILS IN -Diagonal Board Sheothin
IF IN CONTACT W/AGO LUMBER ALL FASTENERS AND CONNECTORS SHALL 2. ALL 5HEETROGK SHALL BE POWER-5GREWED IN PLACE.ALL SHEETROGK I x b or I x bN per support
BE STAINLE55 STEEL OR DOUBLE GALVANIZED COATING. JOISTS SHALL BE TAPED AND SPAGKLED WITH THREE COATS OF JOINT
COMPOUND,5ANDED AND READY FOR PAINT. I" x 10" or wider 3 - SD er su ort
8.6ABL.E ROOFS SHALL BE STABILIZED BY INSTALLING 2x4 INCH 3. PLYWOOD SUB-FLOORS SHALL BE POWER-SCREWED DOWN TO JOISTS OR NOTE`
BLOGKIN6 ON 2-FOOT CENTERS BETVyEEN THE RAFTERS AT EACH SLURS STRAP TIES TO BE PLACED FLOOR 5HEATHIN6
6ABL.E END FOR A DISTANCE OF 6 FEET TOWARD THE BUILDING
INTERIOR FROM EACH CABLE END. 4. ALL TU65 AND 5HONER ENGLO5URE5 AND PLATFORMS SHALL BE COVERED 2 Critical Load Path AT Ib" O.G Structural Panels
WITH 'WONDERBOARD".ALL OTHER BATHROOM WALLS SHALL BE COVERED
q. MAINTAIN 2" MINIMUM CLEARANCE BETWEEN AJ- STRUCTURAL FRAMING WITH WATER-RESISTANT(BLUE)SHEETROGK. I" or less SD b" edge/ 12" field
MEMBERS AND FIREPLACE OR CHIMNEY MASONRY. 5. IN AREAS WHERE WALLS ARE REMOVED,FINISH FLOORS SHALL BE CS 1 N.T.5. DRAWING 15 DIAGRAMMATIC ONLY d 15 NOT REFLECTIVE OF ACTUAL MEMBER 51ZES g Typ. Strap Roof/Wall Tie Detail greater than I" IOD b" edge /b" field
10. ALL FLOOR JOISTS SHALL BE LATERALLY SUPPORTED BY BRID61N16 OR "TOOTHED-IN"To MATCH EXISTING FINISH FLOORS. OR TYPES. FOR THI5 PARTICULAR PROJECT SEE FLOOR PLANS 4 SECTIONS.
BLOCKING e INTERVALS NOT EXCEEDING EI6HTFEET. " b. UNLE55 OTHERWISE NOTED,ALL CLOSETS SHALL HAVE A POLE W46 AT CS j Diagonal Board Sheathin
II. ALL RAFTERS SHALL BE ANCHORED TO FRAMED WALL5 WITH HURRICANE
CLIPS"a I6"ON CENTER. 5'-6"WITH A SHELF OVER THE POLE. IN x 6" or I" x 8" 2 - SD per support
7. ALL NEW WORK SHALL RECEIVE ALUMINUM GUTTERS AND LEADERS.
12. ALL "MICRO=LAM"LAMINATED VENEER LUMBER TO BE DOLOLA5 FIR A5 G520 x IS" MIN. ICE rL WATER SHIELD TO BE I" x 10" or wider 3 - SD __per support
MANUFACTURED BY TRV° JOIST CORP.OR EQUAL. SIZES AS INDICATED ON 6. UNLESS OTHERWISE NOTED,ALL NEX BATHROOMS SHALL HAVE A TOWEL " ICE FROM EDGE OF ROOF •
PLANS. MICRO-LAM IN5TALLATION5 SHALL BE IN STRICT CONFORMANCE BAR,TWO SOAP DISHES,A TOOTHBRUSH HOLDER AND A TOILET PAPER MET DRIP 2 TOP LAP I.Nailing requirements are based on wall sheathing nailed b on-center at the panel edge. If wall sheathing Is
WITH MANUFACTURERS SPECIFICATIONS AND RECOMMENDATIONS. HOLDER,MINIMUM. EDP ,APPV 4" TOP LAP nailed 3"on-center oth the panel edge to obtain higher shear capacities,nailing requirements for structural
a• XE55 OTHERWISE NOTED,ALL NEW POWDER ROOMS SHALL HAVE A OVER FELT UNDERLAYMENT 15 LB members shall be doubled,or alternate connectors,such as shear plates,shall be used to maintain the load
13. ALL METAL J015T HANGERS AND OTHER METAL CONNECTORS REQUIRED
„ TOWEL BAR,50AP DISH,TOOTHBRUSH HOLDER AND TOILET PAPER HOLDER, ALONG RAKE ASPHALT FELT 2."kwall sheaths is continuous over connected members,the tabulated number of nails shall be permitted to
SHALL BE SIMPSON STTZON6-TIE CONNECTORS OR EQUAL AND SHALL BE MINIMUM.
CAPABLE OF HANIDLIN6 LOADS a CONNECTION POINTS. INSTALLATIONS SHALL be
BE IN STRICT CONFORMANCE WITH MANUFACTURERS SPECIFICATIONS. ELECTRICAL re diced - foot.
D nail per
14. DOUBI E JOISTS UNDER ALL PARTITIONS PARALLEL TO SAME AND AROUND I�� DECK WOOD
ALL OPENiN65. I. ALL ELECTRICAL WORK SHALL BE DONE AS PER 6OVERNIN6 LOCAL CODE. • VARIES) 11 Wind-Bourne Debris Protection John E. Stumpf
2. -ARCHITECTS-ENGINEERS
15. PLYWOOD DECKING SHALL BE EXTERIOR GRADE PLYWOOD ELECTRICAL SMOKE AND CARBON MONOXIDE DETECTORS SHALL BE
. INSTALLED AS PER NEW YORK STATE CODE REQUIREMENTS. CS I
ASPHALT ROOFING
3. EXISTING ELECTRICAL SERVICE SHALL BE RELOCATED AS REQUIRED TO •• METAL •LAND SURVEYORS
FACILITATE NEW CON5TRZTION.LOCATION SHALL BE APPROVED BY THE DRIP
I. ASPHALT SHINGLES SHALL HAVE SELF-SEAL STRIPS OR BE INTERLOGKIN6.
ARCHITECT AND/OR OWNER. o NAILING q�� STARTER STRIP WIND-BORNE DEBRIS PROTECTION FA5TENINO 5GHEDULE 220 Main Street
2. FASTENERS FOR ASPHALT 5HINOLE5 SHALL BE 6ALVANIZED STEEL. STAINL.E55 STEEL 4. ELECTRICAL SERVICE SHALL BE UP6RADED TO ACCOMODATE THE NEW °°
Telephone Fax
OR COPPER ROOFING MAILS-MIN. 12 GAUGE SHANK WITH A MIN.3/6'VIA.HEAD. CONSTRUCTION AND REPLACED WE'RE DEFICIENT L9M HAWER5 OR COURSE OF FOR WOOD STRUCTURAL PANELS a0,64
3. ASPHALT STRIP 5HINOLE5 SHALL HAVE A MINIMUM OF 51X FASTENERS PER 5HIN16L.E. 5. ANY ALUMINUM WIRING ENCOUNTERED DURING CONSTRUCTION SHALL BE SHfINGLES INVERTED As PER TABLE R3o12.12 Hempstead, NY 115 50
REMOVED AND REPLACED WITH STANDARD BX OR ROMEX HIRING. q Ridge strap/ teco START FIRST COURSE FA5TENER 5PAGIN6
GLAZING QA1CS j IMPSON STRONG-TIE WITH FULL STRIP FASTENER PANEL SPAN 4 FOOT b FOOT Tele p
PLUMBING PER RAFTER INSTALLED UNDER PLYWOOD START THIRD COURSE START SECOND < PANEL 5PAN < PANEL SPAN 516-877-0400 516-746-8622
I. IDENTIFICATION. EXCEPT A5 INDICATED IN SECTION R30b.1.1 EACH WITH CEILING COLLAR TIES AT 52" 0.0 WITH FULL STRIP C UF;Z5E WITH FULL TYPE < 4 FOOT < b FOOT < 8 FOOT
PANE OF 6LAZIN6 INSTALLED IN HAZARDOUS LOCATIONS AS DEFINED IN I. EX15TINO H05E BIBS SHALL BE RELOCATED A5 REQUIRED. 0520 x IS" MIN. WITH 0) 100 COMMON NAILS MINU5 FIRST TAB STRIP MINUS 1/2 TAB 2 1/2" % 631-734-2011 516-538-4090
SECTION R30b.4 SHALL BE PROVIDED WITH A MANUFACTURERS OR INSTALLER'S 2. UNLESS OTHERWISE NOTED,ALL PLUMBING SHALL BE AMERICAN STANDARD 16° 12�� Q
LABEL,DE516NATING THE TYPE AND THIGKNIESS OF GLASS AND THE SAFTEY GLAZING OR KOHLER. 3 NOTE: WOOD SCREWS
STANDARD WITH WHICH IT COMPLIES,WHICH 15 VISABLE IN THE FINAL 3. PLUMBING PERMIT TO BE FILED SEPARATELY BY THE CONTRACTORS Hurricane Cli Detail ALL ROOF SHINGLES SHALL HAVE A MINIMUM OF 51X FASTENERS PER SHINGLE. 2 1/2° #S �� �� Internet: vvww.blvdplan.com
INSTALLATION. THE LABEL SHALL BE ACID ETCHED,SAND BLASTED, FASTENERS SHALL BE MIN. 12 GAUGE SHANK GALVANIZED NAILS W/MIN. 3/8 VIA. HEAD 16 16 12
CERAMIC-FIRED,EMBO55ED MARK,OR 5HALL BE OF A TYPE WHICH ONCE APPLIED PLUMBER CS 1 �r�SON 5nzorls-nE-(iH2J WOOD SCREWS
4. COPPER PIPING SHALL BE USED FOR ALL WATER SUPPLY.
CANNOT BE REMOVED WITHOUT BEING DESTROYED. a:This table Is based on 100 mph wind speeds and a 33400t mem roof height. THESE PLANS AND SPECIFCATIONS ARE INSTRUMENTS OF SERVICE
EXCEPTION: TEMPERED SPANDREL 6LAS5 MAY BE IDENTIFIED BY THEMANUFACTURER g Asphalt Roof Shingle Detail. b:Fasteners shall be installed at opposhq ends of the wood structural panel. AND ARE THE PROPERTY OF BOULEVARD PLANNING P.C.
WITH REMOVABLE PAPER LABEL c:Nails shall be 10d common or 12d box nails. INFRINGEMENTS WILL BE PROSECUTED.
C S l d: Where screws are attached to masonry or mosorq/stucco,they shall be attached Alllzing vbratlon-resistant anchors
having a minimum ultamite withdrawl capacity of 440 pounds.
5HIN6LE GAP
R106E VENT PROVIDE SOLID BRID61NS 08/13/25 DATE: 07 - 24 -25
20 6A COIL 5TRAPPIN6 a lb"OG Ill" 5PAGIN6 ALLOWS ® 7
BY"51MP50N STRONG TIE' SINIPE�ON1 STRONG-TIE-M-25) HOEDOWN INSTALLATION •.
t\�E(T ARCh�r
FI ENDWALL 0 STIJ, �cr DR. BY: VW
HIP RAFTER
EXHAUST AIR •• CORNER 57U0 CONNECTED r , a * SCALE: AS NOTED
ASPHALT SHIN 1/2'PLY ROOF °
° TO TRANSFER SHEAR
FELT P 5HEATHIN6(T(P) °� ••
CHKD: J.S.
MT512 I" 14Gf'2
bb rl Desi n Criteria It
°"•
' Oo r ••
CJIFRAME AMERICAN FOREST AND PAPER ASSOCIATION(AFdPA) WOOD
ffOLDO 2-Ibd COMMON NAILS®6" CONSTRUCTION MANUAL FOR ONE- AND TWO-FAMILY
ry DWELLINGS (WFCM) IgQ5 HIGH WIND EDITION
51MP50N.. LTT 151 O G CLIMATIC AND GEOGRAPHIC DESIGN
L.VL RlDOE
•• CRITERIA CLIMATE ZONE 4A
W/L-92Ej HANI6ER5 or WIND SUBJECT TO DAMAGE FROM PROJEiCT NUMBER SHEET NUMBER
2-2'x TOP PLATE W/LSU28 ICE SHIELD FLOOD
HANGERS S1D�WpL ��d GROUND SEISMIC WINTER UNDERLAY- HAZARDS
<< SNOW DESIGN FROST LINE DESIGN MENT OUTSIDE
Sim son Stron Tie LOAD CATEGORY WEATHERING DEPTH TERMITE DECAY TEMP REQUIRED 500YR
1 Hip Rafter Connection 5 Ridge Vent W/ Strap Detail 6 p g j 0 Typical Corner Stud Holdown Detail 45 PSF 130 MPH B SEVERE 3 FT MODERATEMEAVY SLIGHT/MODERATE 11 REQUIRED FLOODPLAIN S
CS1 S1C - I�Sl� 5IMPWN ' 2 •
S -T -MM MM AtC ant1 e SING WN STRONG-TIE-(H-25) c s i
1 9•gn•nq pnn
RAKE OVERHANG WINDOW SILL PLATE HOLDDOWN ANCHORS GENERAL WIND PROTECTION CONNECTION NOTES Boulevard Planning
CONNECTIONS REQUIRED FOR Construction Consultants
OUTLOOK TYPE I � II SHEAR ASSEMBLY FOR ALL CONNECTIONS AND TECHNIQUES TO BE IN ACCORDANCE WITH THE 516-877-2001
CONNECTIONS HEADER SPAN UPLIFT Ibs WALLS FOLLOWING MANUALS.
(G" PANEL EDGE A) 1995 SBC HIGH WIND EDITION WOOD FRAME CONSTRUCTION.
RAFTER UPLIFT 2' 254 NAILING) B) SSTD 10-99 STANDARD FOR HURRICANE RESISTANT RESIDENTIAL CONSTRUCTION.
5PAN LB5 4' 504 Q ASCE 7-02 (REVISED FROM 7-98) MINIMUM DESIGN LOADS FOR BUILDINGS AND LEGALIZE
12" O.C. 3G I G' 7G2 WALL HOLDOWN CAPACn OTHER STRUCTURES
I G" O.C. 481 HEIGHT L155 & MAINTAIN
(5' 101 G 81 3375 THE GENERAL CONTRACTOR AND FRAMER SHALL REFER TO ABOVE MANUALS FOR WIND
10' 1 270 91 3500 PROTECTION FOR PROPER INSTALLATION ALL OTHER CONSTRUCTION SHALL BE IN SHED
12' 1524 10' 4225 ACCORDANCE WITH NEW YORK STATE RESIDENTIAL CONSTRUCTION CODE.
14' 1778 1 ) RIDGE TO RAFTER ASSEMBLY. STUMPF
I G' 2032 1 - 114" x 20 GAUGE METAL STRAP SHALL BE ATTACHED TO EACH PAIR OF RAFTERS.
WHEN A COLLAR TIE IS USED IN LIEU OF A RIDGE STRAP THE NUMBER OF I Od Residence
RIDGE STRAPPING COMMON NAILS REQUIRED IN EACH END OF THE COLLAR TIE IS NOT TO EXCEED
THE TABULATED NUMBER OF 8d IN THE STEEL STRAP. 1250 LAURELWOOD DRIVE
2) RAFTER TO WALL ASSEMBLY. LAUREL, NY. 11948
LATERAL FRAMING AND SHEAR CONNECTIONS FOR RAFTER, CEILING, JOISTS OR
TRUSS TO TOP PLATE SHALL BE IN ACCORDANCE TO CHART INCLUDED.
USE 4-8d COMMON NAILS PER RAFTER AND/OR CEILING JOIST TO TOP PLATE
RAFTER TO WALL RAFTER TO WALL CONNECTION AT WALL HEIGHTS UP TO I O' AND AT RAFTER/CEILING JOISTS
CONNECTIO ONNECTION SPACING @ I G" O.G. FOR AN ALTERNATIVE FOR LATERAL AND SHEAR CONNECTION
WHEN RAFTER OR TRUSS DO NOT FALL IN LINE WITH STUDS BELOW, RAFTERS OR REVISIONS: DATE:
TRUSSES SHALL BE ATTACHED TO THE WALL STUD WITH UPLIFT CONNECTIONS. 1 PLOT PLAN 08/11/2025
3) WALL ASSEMBLY TO WALL ASSEMBLY.
WALL STUDS ABOVE AND STUDS BELOW SHALL BE ATTACHED WITH UPLIFT 2 TO" 08/13/2025
CONNECTORS.
WHEN WALL STUDS ABOVE DO NOT FALL IN LINE WITH STUDS BELOW, THE STUDS
SHALL BE ATTACHED TO A COMMON MEMBER IN THE FLOOR ASSEMBLY WITH UPLIFT
CONNECTIONS.
4) WALL ASSEMBLY TO FOUNDATION.
WALL TO WALL HOLDDOWN5 WHERE REQUI WALL TO WALL FIRST FLOOR WALL STUDS SHALL BE CONNECTED TO THE FOUNDATION, SILL PLATE, OR
CONNECTIO ONNECTION BOTTOM PLATE WITH UPLIFT CONNECTORS. STEEL STRAPS SHALL HAVE A MINIMUM
EMBEDMENT OF 7 INCHES IN CONCRETE FOUNDATIONS AND SLAB-ON-GRADE, 15
INCHES IN
MASONRY BLOCK FOUNDATIONS, OR BE LAPPED UNDER THE PLATE AND NAILED IN
ACCORDANCE WITH TABLE 3.3B OF SBC 1995 HIGH WIND EDITION WOOD FRAME
CONSTRUCTION MANUAL. WHEN THE STEEL STRAP IS LAPPED UNDER THE BOTTOM PLATE
3" SQUARE WASHERS SHALL BE USED IN THE ANCHOR BOLTS AND THE ANCHOR BOLT
SPACING SHALL NOT EXCEED 72" O.C. FOR BUILDINGS WITH A CRAWL SPACE OR
BASEMENT. BUILDINGS WITH A SLAB-ON-GRADE SHALL HAVE ANCHOR BOLTS AT A
MAXIMUM OF 32" O.C. STEEL STRAPS EMBEDDED IN OR IN CONTACT WITH
SLAB-ON-GRADE
OR MASONRY BLOCK FOUNDATIONS SHALL BE HOT DIPPED GALVINIZED COATED.
HOLDDOWN5 WHERE REQUI 5) HOLDDOWN5.
WALL TO FOUNDATIO ALL TO FOUNDATION HOLDDOWN SHALL BE PROVIDED AS SPECIFIED IN THE SHEAR WALL REQUIREMENTS OF
CONNECTIO ONNECTION TABLES 3.5A-B FOR WALL TYPE I OR TABLE 3. 1 G FOR WALL TYPE II SELECTED IN
ACCORDANCE WITH 3.4.4.2 FROM THE SBC 1995 HIGH WIND EDITION WOOD FRAME
RIDGE STRAPPING HEADER GIRDER CONNECTIONS CONSTRUCTION MANUAL. A CONTINUOUS LOAD PATH FROM THE HOLDDOWN TO THE
FOUNDATION SHALL BE MAINTAINED. WHERE A HOLDDOWN RESISTS THE OVERTURNING
FOB; 16" O . C . RAFTERS ROOF HEADER UPLIFT LATERAL GIRDER STRAPPIN LOAD FROM THE STORY OR STORIES ABOVE, THE HOLDDOWN SHALL BE SIZED FOR THE
SPAN 5PAN LB5 LB5 REQUIRED HOLDDOWN CAPACITY TENSION CAPACITY AT ITS LEVEL. PLUS THE REQUIRED
ROOF ROOF CONNECTION CAPACITY TYPICAL "TVI1 1 LOAD PATH HOLDDOWN TENSION CAPACITY OF THE STORY OR STORIES ABOVE.
PITCH 5PAN LB5 2' 4G9 254
12' G44 4' 939 504 SCALE: N.T.S. G) CONNECTIONS AROUND WALL OPENINGS.
3: 12
I G' 858 G' 1408 7G2 HEADER AND/OR GIRDER CONNECTION SHALL BE ATTACHED WITH UPLIFT CONNECTIONS.
20' 1073 (51
20' 1878 I I 7) WINDOW SILL PLATES.
24' 1287 10' 2347 1 270 WINDOW SILL PLATES ALSO SHALL HAVE STEEL CONNECTIONS. John E. Stumpf
121 505 12' 2817 1524 HEADER 5TRAPPIN 2x4 WALL SILL PLATE (FLAT), I -PLY FOR OPENING UP TO 4'- 1 " AND 2-PLY FOR
14' 328G 1 778 OPENING UP TO G'-0" •ARCHITECTS•ENGINEERS-
I G' G78 2xG WALL SILL PLAT (FLAT), I -PLY FOR OPENINGS UP TO 5'- 1 1 " AND 2-PLY FOR -LAND SURVEYORS•
20' 547 1 G' 375G 2032 51LL CONNECTOR OPENING UP TO 8'-9"
4: 1 2 220 Main Street
24' 1017 2' G20 254
28' 1 18G 4' 1239 504 HOLDDOWN ANCH DDOWN ANCHORS 8) CATHEDRAL CEILINGS. Hempstead, NY 11550
G' 1859 7G2 WHERE RIDGE IS TO BE USED AS A STRUCTURAL BEAM, THE RAFTERS SHALL BE Telephone Fax
32' 1357 NOTCHED AND ANCHORED ON TOP OF THE BEAM OR SLOPE CONNECTORS SHALL BE 516-877-0400 516-746-8622
28'
12' 392 8' 2479 I O I G ATTACHED TO EACH RAFTER TO RIDGE ALONG THE OPEN CEILING PART OF THE BUILDING. 631-734-2011 516-538-4090
I G' 523 10' 3098 1 270 FFT CONNECTIONS TO THE RIDGE AND WALL SHALL BE THE SAME AS ABOVE REQUIREMENTS.
20' G53 12' 3718 1524 Internet: wvvw.blvdplan.com
14' 4338 1778 9) A MINIMUM OR THREE (3) STUDS SHALL BE PROVIDED AT EACH CORNER IN AN
5: ► 2 24' 783 TYPICAL SHEAR WALL ASSEMBLY EXTERIOR
28' 9 1 5 I6' 4958 2032 WALL. USE TWO (2) JACK STUDS ON EACH SIDE OF ALL WALL OPENINGS REQUIRING A THESE PLANS AND PROPERTY
FBOU BOULEVARD
PLANNING
SERVICE
AND ARE THE PROPERTY OF BOULEVARD PLANNING P.C.
32' 1045 2' 770 254 SCALE: N.T.S. HEADER UNLESS OTHERWISE NOTED. INFRINGEMENTS WILL BE PROSECUTED.
USE TWO (2) FULL LENGTH STUDS ON EACH SIDE FOR OPENINGS UP TO G'-0" AND
1 2' 351 6' 2310 7G2 I I 4 10 504 MIN . NAIL SPACING FOR WALL SHEATHING ATTACHMENTS THREE (3) FOR LARGER OPENINGS UNLESS OTHERWISE NOTED.
12' 08/13/25
DATE: 07 - 24 -25
I G' 4G8 36' 8' 3081 10 I G LOCATION NAIL SPACING AT NAIL SPACING AT INTERMEDIATE
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10' 3851 1 270 PANEL EDGES 5UPPORT5 IN THE PANEL FIELD �ts� ,uMo�cr DR. BY: VMB
G: 12 244' 702 12' 4G21 1 524 4' EDGE ZONE G" O.C. 12" O.C. UPLIFT CONNECTIONS FOR RAFTER TO WAL
L, WALL SCALE: AS NOTED
w
28' 819 14 5391 1778 INTERIOR ZONE G O.C. 12" O.C.
TO WALL, AND WALL TO FOUNDATION
32' 93G I G' G I G I 2032 CHKD: J.S.
1053 MIN . N AI L S PAC I N G FOR ROOF S H EATH I N G W ROOF SPAN CONNECTION CAPACITY MIN. 8d NAILS NOTES
3G'
/ LB5 REQUIRED
1 G' 32G ROOF RAFTERS @ I G' O . C . 12' 427 4
IG 52G 5
20' 544 NAIL 5PACING AT NAIL SPACING AT INTERMEDIATE
LOCATION PANEL EDGES SUPPORTS IN THE PANEL FIELD 20' G2G 5
7: 1 2 24' G 5 2
4' PERIMETER EDGE ZON G" O.C. G" O.C. 24 72G G PROJECT NUMBER SHEET NUMBER
12: 1 12'_ 32 7G I' 870 INTERIOR ZONE G" O.C. 12" O.C. 28' 82G 7
3 2
GABLE END WALL 32' 927 8 3G' 979 CS-2
1 ILRAKE * RAKE TRUSS 4 O.C. 4 O.C. 3G' 770 7 12" O.C.
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