HomeMy WebLinkAbout50288-Z oF SollTy�`Q Town of Southold
* * P.O. Box 1179
�0 53095 Main Rd
����ou►m." Southold, New York 11971
CERTIFICATE OF OCCUPANCY
No: 45833 Date: 12/15/2024
THIS CERTIFIES that the building As built additions/alterations
Location of Property: 3080 Stillwater Ave Cutchogue,NY 11935
Sec/Block/Lot: 136.-2-14
Conforms substantially to the Application for Building Permit heretofore, filed in this office dated: 01/08/2024
Pursuant to which Building Permit No. 50288 and dated: 02/02/2024
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:
addition and alterations, including "as built" 3 season room with fireplace, to existing single
family dwelling as applied for.
The certificate is issued to: Emily Slater
Of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL:
ELECTRICAL CERTIFICATE: 50288 10/25/2024
PLUMBERS CERTIFICATION:
Au ize Signature
�o�s�FFo��co TOWN OF SOUTHOLD
aye BUILDING DEPARTMENT
H x TOWN CLERK'S OFFICE
o . 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#: 50288 Date: 2/2/2024
Permission is hereby granted to:
Slater, Emily
50 Bridge Park Dr#21 E
Brooklyn, NY 11201
To: legalize "as built" enclosed porch with fireplace to existing single-family dwelling as
applied for. Additional certification may be required.
At premises located at:
3080 Stillwater Ave
SCTM # 473889
Sec/Block/Lot# 136.-2-14
Pursuant to application dated 1/8/2024 and approved by the Building Inspector.
To expire on 8/3/2025.
Fees:
AS BUILT- SINGLE FAMILY ADDITION/ALTERATION $640.00
CO-ADDITION TO DWELLING $100.00
Total: $740.00
Building Inspector
OF SOUlyo6
60de TOWN OF SOUTHOLD BUILDING DEPT.
couffm 631-765-1802
INSPECTION
[ lol FOUNDATION 1 ST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] INSULATIOWCAULKING
[ ] FRAMING /STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL
REMARKS: o•- "
&0v lk 41 (ww"
w via-(�y• �••D �aG
DATE — INSPECTOR
OF SOUTyo
h�
# # TOWN.OFSOUTHOLD BUILDING DEPT.
631-765-1802
INSPECTION
[ ] "FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG.
[ KFRAMING
NDATION 2ND [ ] INSULATION/CAULKING
[ /STRAPPING [ ] .FINAL
[ ] FIREPLACE & CHIMNEY ' [ ] _FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ]. FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) ' [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] PRE C/O [- ] RENTAL
REMARKS:
�i
DATE - INSPECTOR
/ �Of SOUTyO6
# # TOWN OF SOUTHOLD. BUILDING DEPT.
631-765-1802
'INSPECTION '
[. ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] INSULATION/CAULKING
[ ] FRAMING/STRAPPING [ ] FINAL
FIREPLACE & CHIMNEY [ .] FIRE SAFETY.INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION- [ ] FIRE RESISTANT PENETRATION
D4 ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] PRE C/O' [ ] RENTAL
REMARKS:
DATE INSPECTOR
pF 50UlyO� -
* # -TOWN OF SOUTHOLD BUILDING DEPT.
y'rou 631-765-1802
�oy�g
INSPECTION
[ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] SULATION/CAULKING
[ ] FRAMING/STRAPPING [ ] FINAL
[ ] FIREPLACE& CHIMNEY - [ ] FIRE SAFETY INSPECTION
[. ] FIRE RESISTANT CONSTRUCTION [ ] .FIRE RESISTANT PENETRATION
[ ] ELECTRICAL'(ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL
REMARKS: I I`� ) ,coh
Vrt.,/ C/
Q/1.•
DATE R)OU
47
SOUTh°�
# TOWN OF SOUTHOLD BUILDING DEPT.
o ff",� 631-765-1802
INSPECTION
[ ] FOUNDATION-1ST/ REBAR [ ] ROUGH PLBG.
] FOUNDATION 2ND [. ] INSULATIOWCAULKING
[ ] FRAMING /STRAPPING [ ] .FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ -j FIRE RESISTANT PENETRATION
[ ] ELECTRICAL-(ROUGH) [ ] ELECTRICAL (FINAL).
[ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL :
REMARKS:
DATE INSPECTOR
FIELD INSPECTION REPORT DATE COMMENTS
lkn- Q
FOUNDATION (1ST) �Oev ert�a 7 �/L GGj ewl n(VIF �
oQ 4t
------------------------------------
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FOUNDATION (2ND)
Le
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HCam....
ROUGH FRAMING&
PLUMBING �a
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INSULATION PER N.Y.
STATE ENERGY CODE
rnn�
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FINAL
Vy
ADDITIONAL COMMENTS
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Town Hall Annex Telephone(631)765-1802
54375 Main Road
P.O.Box 1179 G Q
Southold,NY 11971-0959 seas.devlinl'c�town.southold.ny.us
4UN1`I,
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
CERTIFICATE OF ELECTRICAL COMPLIANCE
SITE LOCATION
Issued To: Emily Slater
Address: 3080 Stillwater Ave city:Cutchogue st: NY zip: 11935
Building Permit#: 50288 Section: 136 Block: 2 Lot: 14
WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE
Contractor: Electrician: AS BUILT License No:
SITE DETAILS
Office Use Only
Residential X Indoor X Basement Service
Commerical Outdoor X 1st Floor Pool
New Renovation 2nd Floor Hot Tub
Addition Survey X Attic Garage
INVENTORY
Service 1 ph Heat Duplec Recpt Ceiling Fixtures Bath Exhaust Fan 1
Service 3 ph Hot Water GFCI Recpt 2 Wall Fixtures 2 Smoke Detectors
Main Panel A/C Condenser Single Recpt Recessed Fixtures 12 CO Detectors
Sub Panel A/C Blower Range Recpt Ceiling Fan Combo Smoke/CO
Transfer Switch UC Lights Dryer Recpt Emergency Strobe. Heat Detectors
Disconnect Switches 4 4'LED Exit Fixtures Sump Pump
Other Equipment: LED Mirror, Gas F.P.
Notes: " AS BUILT NO VISUAL DEFECTS " Bath & Covered Porch
Inspector Signature: Date: October 25, 2024
Copy
ARCHITECT
MARK SCHWARTZ & ASSOCIATES 28 19.-Olitin RMId 9 N)IMN933 e
6:31.73-1.4185 1
i September 30,2024 D O V ChiD
OCT 1 2024 D
Southold Town Building Department. BUILDING DEFT.
54375 Main Road
Southold,New York 11971 TONVNi-)F SOUTHOU;�,
Re: Slater property
3080 Stillwater Avenue
Cutchogue, NY 11935
To whom it may concern,
I have been on site during portions of the construction phase and reviewed the foundation work. The
foundation wall has been pinned to the existing foundation with#5 bars at 12" o.c. vertical. This work
meets or exceeds NYS Code requirements.
Please call this office with any questions you may have.
Sincerely
Mark Schwartz
<`� ' r� TOWN OF SOUTHOLD—BUILDING DEPARTMENT
Town Hall Annex 54375 Main Road P. 0. Box 1179 Southold,NY 11971-0959
Telephone(631)765-1802 Fax(631)765-9502 httns://www.southoldtowmy.;;or
Date Received
APPLICATION FOR BUILDING PERMIT T�.'1'7r7:'
I`~
For Office Use Only i
+l
PERMIT NO. Building Inspector: JAN ^ 8 2024
A�l:p'icat3�n°as f gust be fill wut In their prttscety=.Ineoar:plec '' ; � � 790
p 'l ?t'lfki75YJill f!(3k{u`i �CGEFJtI'd` 1is�Pt�22�e°i7 � C �5d10 ;t'#P1Ypa1d1 l t 't�i'c
rn�r's:,�utti�€ri :�cn 4�i'cn�P'ag�.��:shall he.c�'riaplsc�d:�. . .-
Date:December 20,2023
t}lAftlk`€1�Sj OF f?iFitT" r
Name:Emily Slater Sum#1000-
Project Address:3080 Stillwater Ave,, Cutcho ue, NY 11935
Phone#:718-666-8175 Email:eoslatericgmail.com
Mailing Address:50 Bridge-Park Dr. #21 E, Brooklyn, NY 11201
Name:Emily Slater
Mailing Address:50 Bridge Park Dr. #21 E,_Brooklyn NY 11201 _
Phone#:718-666-8175 Emall_eoslater@gmail.com
0 E$l�iN,PROFES5ioNA1.I N1*ORNlA�
Name: -
Mailing Address: p
Phone#: �^ � Email:
MRTi+Dt9.-
Name:Even Keel Home Services------,
Mailing Address: 240 Mailer Court Southold, NY 11971
Phone#:631-323-5194 Email:evenkeeL@.qy!pnkeelhome.com
DESCRIPTION OF PROPOSED CONSTRUCTION
❑New Structure IRAddition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project:
❑0ther $
Will the lot be re-graded? ❑Yes o Will excess fill be removed from premises? 4yes ❑No
1
PRt It RTY tN CtRM4TIOY -
Existing use of property:Kwe Intended use of property:Home
Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to
44 this property? ❑Yes BNo IF YES,PROVIDE A COPY.`
".Y{Seaanar/arntra rjdu1j. prafr,�t�npttsr�spe+rrsitit�loYattt{i�ft�gannctstar�n.�vafarFts��sii�p�vttf�ribr
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0rc7in�nc oftheto rnat3authald,5uiatk,C�unty,NaasYer&�sastoih rapptitabittaws.Ctrdliunc arEt utat�ast rt#�erar;ijaejo- sitt�ati�[ngsJ
asfdltifl�ss at! ratEansaria�rrtngvr+teri�ma4tfsenhaSn_ess+lt trnppGrarnfa' ipe�i�ecnnply+4itt;pllapp)dceb{s�„ , nxtultdf�%�ed :
fiaualriis coda asi ctttu{attans.and to sdsnFt riutlrcrrlt!dill sprttctrs ott glemtses end In buiidinfijsl Car nsry dn: stlans.ils a sta6erfaangsinade h�r�tn ara._
pzrnU{ubtr_aSa.Ciaarirtttarf4a'purs�raniiG'StCl1C7t17QAS.a3.tote{YCtstStOffcSt$Fetran�#late: =
Application Submitted By(print na �c 7Authorized Agent ❑Owner
Signature of Applicant: _ Dated U
I
STATE OF NEW YORK) CONNIE D.BUNCH
SS: Notary Public,State of New York
50
COUNTY OF��C /,'��� No.01 BU6folk Co
� (/ Qualified in Suffolk County
Commission Expires April 14,2A&I �
G being duly sworn,deposes and says that(s)he is the applicant
(Name of individual signing conttrraALC
)above named,
(S)he is the Z4_QF1A_4_
( ontract gent,dorporate OfAcer,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
ay
_day of ,20
Notary Public
PROPERTY OWNER AUTHORIZATION
(Where the applicant is not the owner)
i, Emily Slater residing at 3080 Stillwater Ave, Cutchogue NY 11935
do hereby authorize Mark K. Schwartz Architect- to apply on
my b Waif to-the Town of Southold Building Department for approval as described herein.
�--- .� 12/20/2023
Owner's Signature Date
Emily O. Slater _
Print Owner's Name
2
f
D EOM' t
.g B I ING DEPARTMENT- Electrical Inspector
Nown.
TOWN OF SOUTHOLD
I Annex- 54375 Main Road - PO Box 11.79
¢yr: Town
Dep81{�,q� h Southold, New York 11971-0959
of Southolt�"'e P one (631) 765-1802 - FAX (631) 765=9502
M. an �southoldtownnv aov— seandt&-southoldto nv.aov
APPLICATION FOR ELECTRICAL INSPECTION
LECTRICIAN-INFORMATION (AN Information Required) Date:
Company Name: i 0 .5 L150
Electrician's.Name: o
License.No.: -7 Elec. email:
L
Elec. Phone No: --S1 6 9%9 CZ j6 E34 request an email copy of Certificate of CormGan,
Elec. Address..
JOB SITE NFORMATION (All Information Required)
Name: SL e4 -�5,n.— I
Address: �e-L C.JA r^eA
Cross.Street:
Phone No.:
BIdg.Permit#: °..I email:
Tax Map.District: 1000 Section: Block: I
C;>- Lot:
BRIEF%DESCRIPTION,OF WORK, INCLUDE SQUARE FOOTAGE (Pleas,.e Prim=Clearl
Y)
I
Square Footage:
£ ebw A!f That--Appiy
Is job.ready for inspection?: YES❑NO ❑Rough In a.Fina
Do you need a Temp Certificate?: YES NO Issued On
Temp lnforrnatlon: (All information required)
Service Size❑1 Ph,[]3 Ph Size: A #Meters Old,Meter#
DNew Service[]Fird Reconnect[]Fiood Reconnect[Service ReconriectOUnderground.;0puefh d
#,Underground Laterals _ 1 2 H Frame Pole Work done on.Service? FJY
Addtttonal lnformat+on:
PAYl EN7.DUE WtTt -: P3?U 7- O 1
lor76 a
D E
l,Y BIlAnnex
ING DEPARTMENT- Electrical
_ callnspector
Nown
TOWN OF SOUTHOLD
- 54375 Main Road - PO Box 1179
u11d/ng DL%pa Southold, New York 11971-0959
Town of ®uth®Iephone (631) 765-1802 - FAX (631) 765-9502
rogerf0southoldtownnv aov - seandCcD-southoldtownny gov
APPLICATION FOR ELECTRICAL INSPECTION
ELECTRICIAN INFORMATION (Ali information Required) Date: r/j a
Company Name: 4 S E:Lia_�Vxq
Electrician's Name: 3o f3 v,v�R t
License No.: ?h G Elec. email: L
Elec. Phone No: 6 gel
g s1 j [34 request an email copy of Certificate of Compliance
Elec. Address.: dP,
JOB SITE INFORMATION (Ali Information Required)
Name: i�5,r—
Address: oA,a
Cross Street
Phone No.: i
Bldg-Permit#: email:_ to .•,...,
Tax Map District: 1000 Section: 3 6 Block: Lot:
BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly):
Square Footage: I 4:�S7
Circle All That Apply:
Is job ready for inspection?: YES NO Rough In Final
Do you need a Temp Certificate?: YES ❑ NO Issued On
i
Temp Information: (All information required)
Service Size
F�1 Ph❑3 Ph Size: A #•Meters Old Meter#
❑New ServiceOFire Reconnect[]Flood Reconnect aervice Reconnect OUnderground00verhgad
# Underground Laterals 1 2 H Frame r7l Pole Work done on Service? Y N
Additional Information:
PAYMENT DUE WITH APPLICATION
C �(T7 o7a
PERMIT# Address:
Switches
Outlets
G F I's
Surface
Sconces i
H H's I
fC
UC Lts Fridge HW POOL
Fans ` Mini Fr. W/D
Panel
Pump
Exhaust Oven Sump Heater
Trnsfmr
Smokes DW Generator Salt Gen.
Carbon Micro GrbDis Water Bond
Lights
Heat Pucks ERV
HOT TUB/SPA
Inst Hot DeHum Transfer Disc
Combo Cooktop Minisplit Blower
AC AH Hood Blower
Service Amps Have Used
Sub Amps Have Used
Comments �-,o /V[r r,-gl
SITE DATA
O PROPERTY: 26,027 SF 0.597 ac O
ESTIMATED AREA OF O
GROUND DISTURBANCE:
STORM WATER MANAGEMENT DETAILS EXISTING: AREA LOT COVERAGE: O
Cn
LOCATION: 100%RUNOFF AT 01Yw DnuvEu HOUSE: 1,526.7 SF 5.86%
r RAIN PER HOUR PROVIDE: R:APACfIY:
flit ROOF AREA:SD s°A. 63)CU.FT. (1)BJ...7eecR R3 3 N.A MASONRY PORCH: 446.4 SF 1.72% W
■ STOOP 40.0 SF 0.15% ^�
• '� 1 ■■■ 11 1 ■1 °GFF CUrrrR_STANMRA C•
1I\E\\\RR`\\VI■R RR7■INKY///JR■//1�/1 .orb
SHED: 40.0 SF 0.15%
N mFoi m1"SFMiA1bRURA9A61MR5HM ED W.t9lYRBM®
TOTAL: 2.053.1 SF 7.88%
nrmmoo wm,R.'�`vw.�awA .a1,KF,wrxm®.A. fTl
>..T.IA.a.
PROPOSED: AREA LOT COVERAGE: G�
ry 'r icrw! uiA;irt mm.wintnrt o",s
1 m1RA/FA7 nAW AO saw Prt*esm oov/aVns wo" ""a"""""" """� SCREENED-IN PORCH 296.9 SF 1.14 O
� n�Rgo�vansmsia"s�a sse,Ac.orn,m xw
DRY WH1S TO BE 1V MIN. tiR,maFlac i"
AWAY FROM HOUSE naHauvm e 'wmcrsmaRArtw O
COMBINED TOTAL: 2350.0 SF 9.02% 0
METES AND BOUNDS: SURVEYOR: DATE SURVEYED:
APP VED AS NOTED
SCTM ELEVATIONS REFRENCE:
51° 441 1011 W FEE�A eB.P. NON CONFORMING LOT:� � 1000-136-2-14 NAND 1988
�
BY; ZONE:R40
NOTIFY BUILDING DEPARTMENT AT (280-124)SETBACKS:
631-765.1802 8AM TO 4PM FOR THE
151. 1,4,► FOLLOWING INSPECTIONS: W
1. FOUNDATION. :�F n!F.�._� Q 0
0o FOR POUF;ED cuU'v'pi O
2. ROUGH-FRS•,'Aj'',4G
3. INSULATION C EA CALCULATIONS ¢ z
54� 4. FINAL-CONSTRUC"T•10;,%
T LOCATION: AREA: a
6E COMPLETE F0';v9
.0 PROPERTY: 26.027 SF SF W
O ALL CONSTRUCTIO''� SI _L i:E:F 7 tF,�
h Ol REQUIREMENT - -� -
sxs' (� YORK STATE. S Or I, �_;'ji(; C,F (280-207d)GFA PERMITTED: 3.952.7 SF p ,0
07,
SHED DESIGN OR CONSTI1L;L-IU:.E_r off;• � �
f' ~ EXISTING HOUSE W/GARAGE: 1526.7 SF
BUILDING ENVELOPE
TOTAL GFA:
a/ 20'
0 SILT FENCING --------_
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4Z, O
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/ 3 .5 I FI E \ _ / /a O
%15°' /° 410
Additional w 9
�jj z Certification
P,PR SED, . on o
GRIVAELTEWREDA.L..K...:..A124 :.:...:::..:J:.T.:... /No May Be Required.
40 " "
o m ,
3.° /
27.6' SR 3.8' S . _
/m COMPLY WITH ALL CODES OF
/ i-1�X�
" NEW YORK STATE&TO N
TOWN � o � �
/ CH / AS REQUIRED AND CO IT10�S OF
w
/ EXISTING I STORY FRAMED HOUSE SOUTNOLD T JN ZBA
IsI / 37-7 EX.GRAVEL I SOMOLD ONJN PLANNING BOARD W
_ — — — — — — — — — — — — — — �► , 0�'10 TONJN TPUSIEES H
O 206 EXISTING BUILDING ENVELOPE g21 0 „� N,YS.D V
V SO OLD NPC O
SC
0 o Q
v oo N
d- M OCCUPANC y OR
USE IS UNLAWFUL
C NEI RANCE N 231'+/- WITHOUT CERTIFICA7
S 59° 321 OM E 155.161 OF OCCUPANCY a
STILLWATER AVENUE ELECTRICAL
FNS!PE�`7'iOM i`3EJ1pcD4.
S 1
•° DRAWN:
SITE PLAN Y SCALE:
SCALE: 1" = 20'-0" PIa,t:
� �• ., � JOB#:
All exterior lighting ��'
1/4/2024
installed,replaced or SHEET NUMBER:
repaired shall conform N� •�
P orrn as~
to Chapter 172
Of the Town Code S-1
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PROPOSED SOUTH ELEVATION E'' o
SCALE: 1/4" = 1'-0"
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EXISTING SOUTH ELEVATION „`.,, a i
SCALE: 1/4" = 1'-0"
DRAWN:
'tom SCALE:
,- JOB#:
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bra'• •� 1/4/2024
`' SHEET NUMBER:
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PROPOSED WEST ELEVATION PROPOSED EAST ELEVATION M u
SCALE: 1/4" = 1r-0" SCALE: 1/4" = 1r-0"
E
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EXISTING WEST ELEVATION EXISTING EAST ELEVATION
= r = r
SCALE: 1/4n 1 -0n SCALE: 1/4n 1 -0
n
DRAWN:
SCALE:
* JOB M
1/4/2024
SHEET NUMBER:
�- A-2
0
0
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SCALE: 1/4" _ ��-0" E PROJECT NORTH
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DRAWN:
Y .* SCALE:
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1/4/2024
SHEETNUMBER:
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is 0"
EQUAL 5-111" EQUAL z
(VIF) O
O
v � . e p• d • v Q d p• d . � n V �Tl
4 8"PC WALL �•Ir/•�
16"X8"FTG V 1
° w/(2)#5 REBAR
M
a '
e Q
o a to t/1
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4"PC SLAB,REINFORCE w/10/10 6X6 WMM
OVER COMPACTED CLEAN FILL COMPACTED .o
• TO 95%RELATIVE DENSITY ASTM D-689. O
d COMPACTION TEST AS NECESSARY n/
3'-0" a
21/2 #5 REBAR
@12"OC e
0
(TYP) o
'1'" •o STOOP MAS NRY
SLAB TA BE HUNCHED p e STEPS(VLF)
AT HOUfE INT€RSECTION
EPDXY COATED DOWELS @12"OC pv W
v • Q
I L — — — — — — — -I O W
L - - - - - - - - -
EXISTING MASONRY STOOP #5 REBAR 1
AND STEPS TO BE REMOVED @12"OC
EXISTING c V
UTDOOR
SHOWER 1 en
U
A
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PROPOSED FOUNDATION PLAN E S
SCALE: 1/4" _ V-0" P ROJ ECT NORTH
o
N
0 OR
0
INSTALL SOLID
U
BLOCKING BETWEEN00
��s
ROLLED ROOFING OVER RRS(TYP) `���V C4 � W
N I F) ICE AND WATER BARRIER BUILD UP WALL Ex
5/8'CDX SHEAHING 12 TO RAFTERS p,
- 31/2" N 1.4 L_---� LAYOVER/VALLEY PLATES TO BE
10'-0" BOLTED TO EACH RAFTER w/1/2"
BL 2X8 RR @16"OC LAG SCREW w/WASHERS OR EQUAL Eml�
T SLLATE RAFTERS CUT BACK SOFFIT ___ W
PER OWNER AT NEW PORCH U
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/ BID MAHOHANY
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INSULATE AT O PRIOR TO
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(VLF)
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- UNDERLAY.SHINGLE ' ' ' . _ .. .. ►Yi
SIDING TO MATCH EXIST. _ _ _ _
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PERIMETER AND UNDER SIAB"-"'-"'- - - - �- - - - -� - SLAB -" #4 EPDXY COATED
1� // 4 44"PC SLAB,REINFORCE w/10A0 6X6 WMM
2-4 .;� .� REBAR @12"OC(TYP
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/ TO 95%RELATIVE DENSITY ASTM D-689.
'^ ►�• COMFACTION TEST AS NECESSARY
p
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SCREEN PANELS (2)#5 REBAR EXISTING >t
WITH GLASS 7 DRAwN.
INSERTS TO BE IL . . _ JOB#:
BUILT IN FIELD .� CROSS SECTION A17
3. 117 1 SCALE: 1 4" — V-0" 1/4/2024
s 'k may" SHEET NUMBER:
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A O
I'll-V 1:4
ol 15' 0" z
10 STOVE PIPE TO BE SECURED O
MODERN EXT.FIREPLACE WITH WALL STANDOFFS AND V1
AS SELECTED BY OWNERS ROOF BRACE AS REQUIRED.
INSTALL PER MFGR. INSTALL STORM COLLAR ROOF
INSTRUCTIONS AND CODE FLASHING AND RAIN CAP W
M
(3)2X8 GIRDER FIREPLACE(VIF) (3)2X8 GIRDER ^
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TYPICAL WINDOW OPENING N.IO YIOOOSCRM
PANEL SPAN BASEDANCIDRWEH lr«
EQUAL OR SMALLER Nn.EMBEDMENT LENGTH
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BASED ANCHOR WTNI IS'OC ® ® JDRAWN:
Tin.EMBEDMENT L04 MTYPICAL DOOR OPENING
PANEL SPAN GREATER THAN 4 FEET MULTIPLE PLYWOOD ASE'eua FASTENERTY4=: SPACING:
AND EQUAL OR SMALLER OGETHE WTTH Os M_C5SCONN STE) No.8 WOODI REW
THAN 6 FEET R CALIA R w B LTS W/6 StEaOR GAL M NUT @ 2'-WI WASHIERS BASED ANCHOR UEN g«AND NUTS�2'�D'OG rit EMBEDPENf IENGIIITYPICAL MULTIPLE OPENINGS NR EDANCHOR NTH rocaAs®ANCHOR DEN r«PANEL SPAN GREATER THAN 6 FEET m EB®PBIT LNGTH AND EQUAL OR SMALLER u4i,.m.IAGSCREN
BASED ANaaa wtM 16,OC .
WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL THANBFE� L E,ENTIENGM I SCALE:
AS PER SEC.R301.2.1.2 NYS CODE:PROTECTION OF OPENING JOB#:1/4/2024
WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16' �T
AND MAXIMUM PANEL SPAN OF B FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE-AND TWO-STORY BUILDINGS.PANELS SHALL BE PRECUT TO :�. SHEET NUMBER:
COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED.(REFER TO SECTION 1609.1.4,1609.6.5 AND TABLE1609.1.4 OF N.Y.S.RESIDENTIAL `T
CONSTRUCTION CODE).THIS IS NOT A SUBSTITUTION FOR DESIGN-PRESSURE.ALL OPENINGS MUST HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE. ;
ALL PANELS MUST BE CUT TO SIZE AND READY TO USE ON ANY NEW WINDOWS AND DOORS.SHUTTERS MUST BE MARKED FOR WHAT OPENING IT IS TO COVER.
HARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION.
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SCALE:
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WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS �
USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT & GOOD CONSTRUCTION. FOLLOW MANUFACTUP,E'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY.
KING STUDS \ M
RAFTER WALL STUD
CRIPPLE STUD
END W BOTTOM PLATE r1
RIDGE
HEADER LEDGER BATHTUB
DOUBLE JOIST O
SIDEWALL ^ .
RAFTER
JACK STUDS
O
FLOOR USP NUMBER DESCRIPTION APPLICATION
1ST. ADS5 HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS /�/'•"�'1
ANCHOR TO FOUNDATION W/ ANCHOR BOLTS F"'�•1
BATH / SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT
CONNECT TO 1 SIDE OF ALL CORNERS ON LOCAl10N USP NUMBER DESCRIPTION APPLICATION LOCATION USP NUMBER DESCRIPTION APPLICATION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION
HOLD DOWN BOTH BOT. PLATE OF 2ND FLOOR AND TOP SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR
2ND. ADS5 ALL OPENINGS LSTA12 1-1/4"x12" 20ga. STRAP APPLY TO EACH JACK STUD ROOF LSTA24 1-1/4"x24" 20go. STRAP PPLY OVER RIDGE TO EACH RAFTS 2x6-2x8 LS26 18 a. SLOPE HANGER PPLY TO EACH RAFTER LEDGER JOIST DIRECTION WITH DE JOISTS. UNDER WALL.
ANCHOR PLATES OF 1ST. FLOOR. CONNECT THROUGH g / FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS, PROVIDE
HE FLOORS TO EACH OTHER W/ THREADED ROD. ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD 2X10 LS210 18ga. SLOPE HANGER PPLY TO EACH RAFTER / LEDGER BLOCKING 024"OC
pi
WALL STUD
THROUGH-ROOF EXHAUST
VENTS SELECTED AND
LOCATED BY CONTRACTOR
METAL STRAP so
CRICKET AT TOP-SIDE OF
HIMNEY VENTILATION CHANNEL T^
RIM BOARD AS REQUIRED
RAFTER
SILL PLATE(S) WALL SHEATHING RAFTERS MAINTAIN O
VENTILATION WOOD JOIST
• • • • •• • ' '• • SIDEWALL FLASHING I c l
FOUNDATION '_ '_ TOP PLATE BLOCKING O W
' FINISH WALL AND MOISTURE 2x4 LEDGER BLOCKING
STAPPING TO BE ATTACHED TO WALL STUDS 048"OC BARRIER TO LAP FLASHING yy
AT WALL -- MAINTAIN GAP 2x4 SOFFIT JOIST /�-I
AND ALL WINDOW/DOOR OPENING JACK STUDS ATTIC SHALL BE PROVIDED WITH A FASCIA
BETWEEN WALL FINISH AND MINIMUM NET FREE VENTILATING AREA
FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION ROOFING TO AVOID SOAKING WALL STUD NOT LESS THAN 1/150 OF THE AREA OF GUTTER F•�
WOOD GIRDER
INSTALL 4'0" O.C. �.' THE SPACE VENTILATED. ALL OPENINGS i' W V-•� `.J
4" - 8" LSTA24 1-1 4"x24" ZD a. STRAP AND JACK STUDS SHALL BE COVERED WITH CORROSION- W
TIN. SCREENED VENT r
/ 9 RESISTANT METAL MESH WITH MESH
N ALL OPENINGS PROVIDE HEMMED EDGE AT OPENINGS OF V4 INCH IN DIMENSION. ON TIN. SOFFIT/ EXT. PLYWOOD 1111 Q
INSTALL 4'0" O.C. FLASHING TO FORM CHANNEL AND SO AS TO MAINTAIN AIR LOCATION LISP NUMBER DESCRIPTION APPLICATION SOFFITED EAVE O 1•+�
U 8" - 14" LSTA30 1-1/4"x3O" 18go. STRAP AND JACK STUDS GAP TO PREVENT CAPILLARY CONNECT TO
N ALL OPENINGS / ACTION 4" - 6" RAPIER RT10 0-3/4" x 18go. TYDOWN ANCHOR EACH RAFTER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND en
INSTALL INSTALL 4'0" O.C.1 CONNECT TO ROOF VENTILATION / OVER BEARING WALLS AND HEADERS 1-••�
14" - 16" LSTA36 1-1/4"x36" 18go. STRAP AND JACK STUDS 8" - 12" RAFTER RT20 1-1/8" x 20go. TYDOWN ANCHOR EACH RAFTER SOFFITED EAVE DETAIL U
ON ALL OPENINGS KEEP ROOFING NAILS OUT
2ND. FLOOR WALL OF FLASHING
ROOFING LAPS BASE
FLASHING 4 INCHES
RAFTER
BASE FLASHING WRAPS CORNERS, RIDGE CAP OF SAME
EXTENDS UNDER SHINGLES AT MATERIAL AS ROOFING
SIDES 4 INCHES AND LAPS NAILED TO SHEATHING
SHINGLES AT BASE MIN. 4 INCHES THROUGH VENT O
WOOD JOIST
cMn ci °
� M 41
SIDE WALL FLASHING TOP PLATE GIRDER/HEADER 0 � r^,I O
1ST. FLOOR WALL STAPPING TO BE ATTACHED TO WALL STUDS 048"OC WOOD JOIST r"1 —,
AND ALL WINDOW/DOOR OPENING JACK STUDS METAL FLASHING AT ALL EAVES, SIDEWALLS, WALL STUD O X O
AND RAKES -- PROVIDE HEMMED EDGES SO
FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION
AS TO FORM RAFTERS DRAINAGE CHANNELS AND
INSTALL 4'0" O.C. PREVENT CAPILLARY ACTION .6 w V
4" - 8" LSTA36 1-1/4"x36" 18ga. STRAP AND JACK STUDS LOCATION USP NUMBER DESCRIPTION APPLICATION 0 v ob ;�'' �•I
PRE-MANUFACTURED p � �
ON ALL OPENINGS KEEP SHEATHING MIN. 1-1/2' ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH e-a
CONNECT EACH RIDGE VENT FOLDS FROM PEAK TO ALLOW FREE 04
RAFTER/PLATE RT75 TYDOWN ANCHOR OVER RIDGE TO THE PROPER STEEL CONNECTOR. C1
INSTALL 4'0" O.C. RA TER TO PLATE AIR PASSAGE IF ABLE, SET FIR JOISTS APROX. 1/2" HIGHER THAN LVL HEADERS �+ O +
8" - 16" MSTA48 1-1/4"x48" 16go. STRAP AND JACK STUDS CONFORM TO SLOPE TO ALLOW FOR SHRINKAGE. & REDUCE BUMP OUTS •� X'"
N ALL OPENINGS PLATE/WALL SP1H4 STUD PLATE ANCHOR CONNECT OVER OF ROOF •R1 N
PLATES TO EACH STUD_.,
V
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DBL. SILL PLATE OO .G
TERMITE SHIELD I �—SUBFLOOR N w � 4)
SILL GASKET ' /—WOOD JOISTS
% • NEOPRENE ; / (�
CONC. SLAB /r
TYP. CONC. FOUNDATION ( � 6 MIL. POLY _ GASKET •. • • 2x6/2x8 CONTINUOUS WOOD PLATE
DAMPPROOF EXTERIOR GRANULAR FILL . V3 I BOLTED TO STEEL BEAM WITH
6MIL POLY ON EXTERIOR
• i • }•p + 1/2 " DIA. BOLTS 0 48" o.c. STAG.
V STEEL COLUMN I
A
•� 4 • d ° ° • ROOF JACK ••••
e CONC. SLAB A iP STEEL BEAM W
e•• ( A 1.0 ANCHOR BOLT EMBEDMENT:
V , / COMPACT FILL •i,.• t POURED CONCRETE: 7" 4" x 1/4" x 8" STEEL Q�
s 0 e BLOCK WALL: 15" ROOFING LAPS •••� TOP AND BOTTOM PLATE M 1
KEYWAY FOOTING e V A CONC FTG • d • " w FLASHING AT WITH 1/2" x 6" ANCHOR BOLT 0
e • C'� •• . . •p Q•p e' SIDES AND TOP
• '� O ANCHOR BOLT CONNECTION USE(USPLB S58 OR Win 3x3 RB 5831ERS 1/2" GROUT 0
A REINFORCING BAR I +- 3" STEEL COLUMN
DRAIN TILE p . ANCHOR BOLT CONNECTION FOUNDATION M DIA. ANCHOR BOLT 1 �1
SUPPORTING MAXIMUM SPACING FLASHING LAPS ( 10 KIPS) �4
SILL PLATE TO FOUNDATION ROOFING AT BOTTOM
(CRAWL SPACER FOUNDATION) 1 STORY 72" OC
SILL PLATE TO FOUNDATION TYPICAL BEAM DETAIL IN
TYPICAL CONC. FOUNDATION. APPLY PILASTERS 2 STORIES 36" OC
WHERE NEEDED FOR STRUCTURAL BRACING. MIN. 3" STEEL COLUMN ANCHORED TO 24"x24"x12" CONC. FTG. CRAWL PACE OR FOUNDATION STEEL/ BOTTOM BEARING
ALL BOTTOM PLATE TO FOUNDATION 1-2 STORIES 57" OC(SLAB-ON-GRADE) ROOF JACKS Ac VENTS DETAIL
I �--SUBFLOOR W
CONC. SLAB DOOR FRAME U 6X6 10/10 WWM GARAGE JOIST u
DOOR
COMPACT FILL •
• USE 2X8 W
FOR BLOCKOUT STEEL BEAM
4• SLAB _
P.T. PLATE // W/6X6 WMM \I SLOPE r
• 1 • 4"DRIVEWAY --� NOTCH JOIST AND ADJUST HEIGHT
12" AIR SPACE �C
/ < _ (WITH A NAILING PLATE IF NEEDED)
' .• •• t:C•' AT END ES OF AND
WOOD 4' •• 7'1 J• i• :• ••• •• TO BE APROX. 1/2" OR HIGHER THAN
�s s ""• 4.L G �0 • STEEL BEAM TO ALLOW FOR SHRINKAGE
RA • d ""d"' d • d •• d'• a ° BEAMS ••C s. •� •• •'• (PROVIDE STRAPPING TO KEEP JOISTS ALIGNED)
12" ��•� �• 6X6 W.W.M. _Q i_Q 'i d_ G •d —III • d • -° • O•.Q —
MIN. •� 'w �}•p A•p /A• • .• _NOTCH BEAM FOR MUDSILL IF REQUIRED -- MAXIMUM A A I •O � • r`SUBFLOOR
•s 'a /REINFORCING BAR t NOTCH EQUALS 1 4 DEPTH OF SEAM O e • '• °
;I •O 4 REINFORCING BAR �• : C 0,&.8,
DRAIN TILE I., .° • II—II
•
12" e i SHEET METAL/ 30# FELT UNDER BEAM AT POINT }• O !O — �
• OF CONTACT WITH CONCRETE OR CONC. BLOCK
TYPICAL CONC. MONOLITHIC FOUNDATION. REINFORCE WITH (2) #4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. •.•dw 3 t
SHIMS TO LEVEL BEAM >.
REINFORCE FOOTING WITH (2) #4 REINFORCING BARS. {�`I � �A DRAWN:
3" MINIMUM BEARING SURFACE FOR WOOD BEAM GARAGE DOOR BLOCKOUT 1 SCALE:
I JOB#:
BEAM POCKET
1/4/2024
SHEET NUMBER:
A- 7
O
0
W
WIND FRAMING NOTES NAILING SCHEDULE PLAN CONTENTS: Q
GENERAL NOTES 1).RIDGE-TO-RAFTER ASSEMBLY: ROOF FRAMING: OCCUPANCY CLASSIFICATION R3 RESIDENTIAL
1-1/4"x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. NAIL NAIL RESIDENTIAL DWELLING
JOINT DESCRIPTION NOTES BUILDING USE
When a collar tie is used in leu of a ridge strap,the number of tOd common nails required QTY, SPACING BUILDING HEIGHT (SEE PLANS) W
CONSTRUCTION NOTES" in each end of the collar tie need not exceed the tabulated number of 8d nails in the strap. RAFTER TO 8'WALL•3-8d COMMON EACH TOE-NAIL
" IV WALL:4-8dCOMMO RAFTER TOTAL SQ.FT.OF CONSTRUCTION (SEE PLANS)
1 TOP PLATE).The information within this set of construction documents is related to basic design 2).RAFTER-TO-WALL ASSEMBLY: CEILING JOIST 8'WALL:3-8dCOMMON EACH DESIGN CRITERIA(UNIFORM 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 N CODE) 2020 IRC,2020 NYS UNIFORM FIRE PREVENTION AND BUILDING CODE M
for generally accepted good building practice and compliance with current New York accordance to table 3.3.When a rafter or truss do not fall in line with studs below,rafters TO TOP PLATE 10'WALL:4-ScICOMMO JOIST AS PER FLOOR PLANS,CROSS SECTION,DETAILS,AND GENERAL NOTES g y p g g p p FRAMING ELEMENTS n
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 TARE 3.7 EACH FACE DESIGN LIVE LOAD(PSF)R301.5 DESIGN DEAD LOAD(PST)R30 h�
construction details and procedures to ensure a professionally finished,structurally the to the wall stud with uplift connections.Roofs overhanging the rake side of the building PARALLEL RAFTER WFCM-SBC LAP NAIL
UNINHABITABLE ATTICS(NO STORAGE) 10 EXTERIOR(LIGHT FRAME)WOOD WALLS
ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS R301.7
IS RAFTERS GREATER THAN 3:12 PITCH U180 W
sound and a weatherproof completed product. shall be connected with uplift connections in accordance with table 3.3c. CEILING JOIST LAPS AS PER TAELE 3.7 EACH FACE UNINHABITABLE ATTICS(STORAGE) 20 EXTERIOR(LIGHT FRAME)STEEL WALLS 14 MO FINISHED CEILING)
2).The General Contractor is responsible for ensuring that all work and construction 3).WALL-TO--WALL ASSEMBLY:
OVER PARTITION WFCM-SBC LAP NAIL HABITABLE ATTICS AND 3o INTERIOR(LIGHT FRAME)WOOD WALLS 10 INTERIOR WALLS AND PARTITIONS HA80
meets current federal,state,county and focal 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 TARE 3.4 EACH FACE ATTICS WITH FIXED STAIRS INTERIOR(LIGHT FRAME)STEEL WALLS 5 FLOORS L/360 O
These codes are to be considered as part of the specifications for this building and accordance with table 3.3b.When wall studs above do not fall in line with studs below,the TO RAFTER WFCM-SBC END NAIL EXTERIOR BALCONIES AND DECKS 40 MASONRY WALLS(B"THICK) 80 CEILINGS(PLASTER STUCCO) t/360
FIRE ESCAPES 40 F^+�
should be adhered to even if in variance with the plan. studs shall be attached to a common member in the floor assembly with uplift connectors in BLOCKING EACH TOE CONCRETE WALLS(6"THICK) 85 CEILINGS(GYPSUM) L/240 O
accordance with table 3.3. TO RAFTER 2-8d COMMON END NAIL GUARDS AND HANDRAILS 200 SIP WALLS 10 ALL OTHER STRUCTURAL MEMBERS L/240
GUARD IN-FILL COMPONENTS 50 VEHICLE GARAGES EXTERIOR WALLS(PLASTER,STUCCO) Hn60 A/
3).Dimensions shall take precedent over scaled drawings. RIM BOARD EACH END (R301.5)PER 20 SQ.IN.200016s F.L{
(DO NOT SCALE DRAWINGS). 4).WALL ASSEMBLY TO FOUNDATION: 2-16d COMMON PASSANGER VEHICLES 50 EXTERIOR WALLS(BRITTLE FINISHES) H/24o
TO RAFTER END NAIL //��
First wall studs shall be connected to the foundation,sill plate,or bottom plate with uplift NON-SLEEPING ROOMS 40 EXTERIOR WALLS(FLEXIBLE FINISHES) HA20 F+y
4).The designer has not been engaged for construction supervision and assumes no connectors.Steel straps shall have a minimum embedment of 7 inches in concrete WALL FRAMING: SLEEPING ROOMS 30 LINTELS(SUPPORTING MASONY WALLS) L/600
responsibility for construction coordinating with these plans,nor responsibility for foundation and slabon-grade,l5 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 CTY SPACING NOTES ROOF fGROUND 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 EXPOSURE CATAGORY (DESIGNED FOR EXPOSURE C)
specific use expressed or implied in the use of these plans. spacing is to be spaced and sized in accordance to table 3.2a.In addition to spacing, TOP PLATE TO 2-16d COMMONPER FACE NAIL
anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all TOP PLATE FOOT SEE NOTE:1 LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION
5).Refer to the Window and Door schedule for exterior openings. comers. 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 STUD 2-16d COMMO O.C. NAIL or SEE FLOOR PLANS AND WINDOW SCHEDULE W
attached with Bell common nails at 6"o.c.at the panel edges and 12"o.c.in the field,and FIRE PROTECTION Sym" SMOKE ALARMS TO COMPLY WITH NFPA 72 AND NYS R314 NYS.
7).The General Contractor is to consult with the owner for all built-in items 1/2 inch sum wallboard on the interior attached with 5d cooler nails at 7"o.c.at panel HEADER TO 16"O.C. FACE W
8YP P HEADER 16d COMMON ALONG EDGES NAIL SMOKE&COZ 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 0
in table 3.15a-b. TOP OR BOTTOM 2-16d COMMON PER 2x4 STUD END TRUSS DESIGN N/A-STANDARD STICK FRAME CONSTRUCTION O ty''
8).Wind load requirements shall be taken into account during construction. PLATE TO STUD 3-16d COMMONPER 2x6 STUD NAIL ENERGY CALCULATIONS 2020 ENERGY CONSERVATION CONSTRUCTION CODE NYS 19 NYCRR PART 124
6).TYPE II EXTERIOR SHEARWALL CONNECTIONS: BOTTOM PLATE TO:
W
FOUNDATION NOTES: Type 11 exterior shearwalls shall meet the requirements of table 3.15a-b times the appropriate FLOOR JOIST,BAND JOIST, 2-16d COMMONPER FACE NAIL CLIMATIC & GEOGRAPHIC DESIGN CRITERIA Q Z
length adjustment factors in table 3.16. END JOIST OR BLOCKING FOOT SEE NOTE:1,2 y
1).The General Contractor and Mason to review plans,elevations,details and notes to GROUND WIND SEISMIC FROST WINTER ICESHIELD r�
determine intended heights of finished floor(s)above typical grade. 7).INTERIOR SHEARWALL CONNECTIONS: FLOOR FRAMING: SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT FLOOD
MPH HAZARDS I�
Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED I--+
2).All footings to rest on undisturbed(virgin)soil. interior shearwalls are used.Sheathing and connections shall be in accordance with JOINT DESCRIPTION NAIL NAIL NOTES E"'1 E•", 0
2.4.4.2 and 2.2.4 respectively.
QTY. SPACING 20 PSF 130 B SEVERE 3 FT. MODERATE NONE MODERATE SLIGHT TO C/] 0
-
3).Provide 1/2"expansion joint material between concrete slabs and abutting JOIST TO: PER TOE TO HEAVY MODERATE ►M
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concrete or masonry walls occuring in exterior or unheated interior areas. SILL,TOP PLATE OR GIRDER 4-8d COMMON00 U
8).CONNECTIONS AROUND EXTERIOR WALL OPENINGS: JOIST NAIL ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: q [.
Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING EACH TOE cn r D
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 NAIL SPACING NAIL SPACING AT INTERMEDIATE U
be installed with#5 re-bar,18"long at 12"o.c..Use approved epoxy for installation. SHEATHING LOCATION NOTES
3.5. BLOCKING EACH TOE AT PANEL EDGES SUPPORTS IN THE PANEL FIELD
5).Unless otherwise noted,all slabs on grade to be 3000 p.s.i..Concrete to be TO JOIST 2-Be COMMON ENDNAIL 4'PERIMETER EDGE ZONE 8d COMMON @ 6"O. 8d COMMON @ 6"O.C. SEE NOTES:1,3
poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing.Interior slabs 9).CATHEDRAL CEILING ASSEMBLY:
to be minimum 3-1/2 inch thick.All fill to be compacted to 95%relative density with Where a ridge is to be used as a structural beam,the rafters shall either be notched and BLOCKING TO: 3-164 COMMONEACH TOE INTERIOR ZONE 8d COMMON @ 6'0. 8d COMMON @ 12"O.C. SEE NOTES:1(BOTH FIELDS)
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 NOTE:2 FOR PANEL FIELD
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. 8d COMMON 14-O.C. SEE NOTES:1.3
Crawl spaces to at provided with minimum "access opening.Install one attached with the above requirements. TO BEAM 3-16d COMMO JOIST NAIL
8x16 cast iron foundation vent for every 150 sq.ft..o of f ca arrea. DECK AND COVERED PORCH NOTES: JOIST ON LEDGER 3-SdCOMMO PER TOE NOTES
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. r'
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 N W E
the below grade portion of exterior walls prior to backfilling- All fasteners,hangers and anchors to be galvanized or stainless steel. TO JOIST 3-16d COMMO JOIST NAIL een 4 ti o0
1).For roof sheathing within 4 feet of the perimeter edge of the roof,including 4 feet on each side of the(roof peak, p) �;
8).Drainage as required by current N.Y.S.Residential Construction Code. 2).Girders for deck joists to be bolted to each post with washers and nuts. BAND JOIST TO: PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used.
P SILL OR TOP PLATE 2-164 COMMO FOOT SEE NOTE:1 X Cn *�
Girders re concrete piers shall be anchored with proper steel connectors anchored 2).Tabulated 12 inch o.c.nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49. f . " \a FRAMING NOTES into concrete with a minimum 1/2"dia x 7"long anchor bolt with washers and nuts. O
For framing members with<0.42<G<0.49,the nail spacing shall be reduced to 6 inches o.c `'i X 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"xl2"xl2"thick concrete footing. JOINT DESCRIPTION NAIL NAIL P4 F r ® th
Edition Wood Framing Construction Manual. Use a minimum 1/2"dia x 8"long anchor bolt with washers and nuts.Footings Shall be 3 ft. QTY. SPACING 3).Tabulated 4 inch o.c.nail spacing assumes sheathing to rafter/truss framing members with G>0.49.For "C t
below grade.Porches with covered roofs shall have 12"dia.concrete piers for the girders. AS PER TABLE 3.8 framing members with 0.42<G<0.49,the nail spacing shall be reduced to 3 inches O.C. f In ' \
g P g STRUCTURAL PANEL 8d
2).Unless otherwise noted,all framing and structural wood material to be#2+BTR. WFCM-SBC 0
WALL SHEATHING REQUIREMENTS FOR WIND LOADS:
Douglas Fir. 4).Deck joists to have blocking at 8'0 o.c.. •5 O 4, It-
CEILING II rn
'
SHEATHING: NAIL SPACING NAIL SPACING AT INTERMEDIATE v
SHEATHING LOCATION NOTES +. n
3).Floors,walls,ceilings and rafters to be spaced at 16 inches D.C.unless noted AT PANEL EDGES SUPPORTS IN THE PANEL FIELD
5).A minimum of 10 inch Flashing shaft be installed between the building and ledger. NAIL NAIL
otherwise. JOINT DESCRIPTION 4' '�170 ,
Ledger to be fastened to building with 1/2"dia.bolts with washers and nuts QTY. SPACING EDGE ZONE 8d COMMON @ 6"O.C.O 8d COMMON @ 12"O.C. U SEE NOTES:1,3(BOTH FIELDS) � --
where needed. GYPSUM 7" O.C.EDGE NOTE:2 FOR PANEL FIELD �O
4).Unless otherwise noted,all bearing wall headers to be(2)2x10#2+BTR.Doug.Fir. 5d COOLERS v v
Bearing wall headers to have(2)jack studs and(2)full Length studs on each side of all 6).Concrete piers shall be a minimum 6"above grade. WALLBOARD 10,O.C.FIELD INTERIOR ZONE 8d COMMON @ 6"O. 8d COMMON @ 12"O.C. SEE NOTE:3 0
openings.LVL headers to have(3)jack studs and(2)full length studs on each side of WALL SHEATHING: X
openings.Bearing wall window sills shall also have(2)window sill plates for 2x4 wall NOTES
7).All joists to be supported with hangers and anchors.Each Joist shall also be anchored
openings between 4'1 and 6'0 and 2x6 wall openings between 5'll 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
5).All flush beams/headers to be installed with heavydu alvinized hangers and 8).Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL AS PER TABLE 3.9 1).For wall sheathingwithin 4 feet of the corners,the 4 foot edge zone attachment requirements shall
duty g 8 PANELS Sd COMMON WFCM-SBC be used. g q W
anchors where applicable to all connecting joists. PLUMBING NOTES 7A6"OSB 3"O.C.EDGE f +
6d COMMON
6).Double u floor joists under walls that run parallel to the floor joist and under bathtu . 1).All water supply,drainage and venting to be installed as per N.Y.S.Residential PLYWOOD 6"O.C.FIELD 2).Tabulated 12 inch o.c.nail spacing assumes sheathing attached to stud framing members with
P ) P ) g P G>0.49.For framing members with 0.42<G<,the nail spacings shall be reduced to 6 inches o.c. ~
Floors to have ceramic the installed shall be verified for proper load capacity unless noted Construction Code. GYPSUM 7" O.C.EDGE gU
on plans. WALLBOARD 5d COOLERS 10"O.0.FIELD
7).Provide 2-1-3/4"thick microlams(height to match floor joists)around stairwell and/ r 2).Verify septic system with the Engineer for Suffolk County Health Department approval. 3).For exterior panel siding,galvanized box nails shall be permitted to be substituted for common nails.
other access openings unless otherwise noted(typical). FLOOR SHEATHING: CA
3).if wall studs,plates or joists are cut out during installation for any plumbing related work, NAIL NAIL
8).Dormers running up roof rafters are to be supported by double rafters on either side provide adequate bracing and plates to protect and secure the structure.Verify with the JOINT DESCRIPTIONQTY. SPACING 2).USE PROVIDE
MPSo HANGERS AND ANCHORS WITH Z•MAX TRIPPP MAXIMUM
DISTANCES
TECTIVE COATING FOR CONTACTNON EWITH ACQ.
state code and manufacture's recommendation for maximum hole size and spacing permitted.
where applicable unless otherwise noted. STRUCTURAL PANELS 6"O.C.EDGE EGRESS OPENINGS MIN.5.0 SQ GRADE FLOOR 3).INSTALL 1•Cot DEFECTOR IN ADDITION TO SMOKE ALARMS PER FLCx)R
HVAC SYSTEM NOTES 1"OR LESS 8d COMMO 12"O.C.FIELD (5.7 SQ.I.G=io
FLOOR) H
9).Provide blocking/bridging in floor joists at 8'0 o.c..Use solid blocking in floor joists MIN.4a'SILL-AFT
under all bearing walls. NYS Residential Cade R302.11-FIREBLOCKING REQUIRED
1).Mechanical subcontractor is resp
onsible for adhearing to all applicable codes and safety NOTES: Fireblocking shall be provided to cut off all concealed draft openings(both vertical and horizontal) 1 QI
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 Firebloddng shall be provided in wood-frame construction in the following locations.
needed. 2).HVAC subcontractor is to fully coordinate all system data and requirements with the MENTIONED IN SCHEDULE NOTES 011LY. EXISTING CONDITIONS.MINIMUM 3000#CAPACITY. 1).In concealed spares of stud walls and partitions.lncluc ing furred spaces,at the ailing and floor
equipment supplier. levels.Concealed horizontal furred spaces shall also be firebloclred at intervals not exceeding 10 V
11).Unless otherwise noted,all roofs and walls to have a minimum 1/2"thick,4-ply Fir feet.Batts or blankets of mineral or glass fiber shall be allowed as fireblocking in walls constructed
1).Nailing requirements are based on wall sheathing using parallel rows of studs or staggered studs.
CDX exterior sheathing grade plywood.Plywood to cover over plates and headers. SOIL COMPACTION: W
3).HVAC subcontractor to provide final system layout drawing and submit it to the General nailed 6"on-center at the panel edge.If wall sheathing
Contractor and owner for final review and approval. is nailed 3"on-center at the panel edge to obtain higher 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. F:y
12).Unless otherwise noted use 3/4"thick T&G PTS Fir or Advantech plywood subfloor TO VERIFY EXISTING SOIL CONDITIONS PRIOR TO FILL drop ceilings and cove ceilings.
adhered with PL400 adhesive and screwed to floor joists.Finished floor to be installed ELECTRICAL NOTES: shear capacities,nailing requirements for structural REMOVE AND ADD ADDITIONAL FILL AS NEEDED.
over subfloor as r manufacture's instructions. members shall be doubled,or alternate connectors, 3).In concealed spaces between stair stringers at the top and bottom of the run.Enclosed spaces FFFrrr
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 t0 be installed as per N.Y.S.Residential Construction Code. DENSITY(PER ASTM D 698 AND ASTM D 1557). COMPACT THE
SOIL AT 12"LIFTS(TYPICAL).CONTRACTOR TO HAVE FILL 4).At openings around vents,pipes and ducts at ceiling and floor level,to resist the free passage of
13).All bathroom walls to have 1/2"thick moisture-resistant sheetrock.Garage walls and
ceilings and over furnace to have 5/8"thick type-x sheetrock.All other parts of building 2).All electrical work shall be approved by a qualified Underwriter.
2).When wall sheathing is continuous over connected TESTED BY A PROFFESSIONAL AGENCY FOR COMPACTION. flame and products of combustion,
to have regular 1/2"sheetrock.All walls to be taped and finished. members,the tabulated number of nails shall be permitted 3).DO NOT BACKFILL UNTILL FIRST FLOOR DECK CONSTRUCTION, 5).For the flrebloddng of chimneys and fireplaces•as required by current N.Y.S.Residential Code.
3).All electrical work to comply with 2014 NEC. to be reduced toll-16d nail per foot. I INCLUDING SUBFLOOR IS COMPLErE.
14).All roof with a pitch less than 4:12 shall be installed with an Ice&Water barrier or
approved equal.Flat roofs shall be applied with a Fiberglas base sheet with an EPDM 4).Install Smoke detectors and Carbon Monoxide detectors throughout as per section R314
torch down type material over. and R315 of IRC. , jg
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16).All sill plates and wood in contact with concrete to be pressure treated.Sill plates to EXTERIOR FIBERGLASS COLUMNS TO BE HB&G GG�� DRAWN:
WITH installed with a foam sill gasket and cop-r-tex termite shield or approved equal. OR APPROVED EQUAL INSTALL W CAP T
AND BASES.USE WITH FLASHING CAPS TO f SCALE:
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JOB#:
1/4/2024
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SHEET NUMBER:
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JOB#:
5/29/2024
SHEET NUMBER:
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AT HOUf E INTERSECTION •D ; ; O 8"PC WALL
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BASED ANCHOR WITH 16'OC
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112'APA PLATED SHEATHING
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(ALTERNATNIVE;7/16'0.S.B.)
FASTENER TYPE: SPACING: 2X4 DF*2
No.8 WOOD-SCREW STUB
-
BASED ANcNoB WITH in-OC
WINDOW SELL 2j..EMBEDMENT LENGTH
TYPICAL WINDOW OPENING N..ED WOOD-SCREWS
BASED AMC"WITH 12*OE
PANEL SPAN EQUAL OR SMALLER .n.EMBEDMENT LENGTH
THAN 4 FEET 1/41n.dia.LAGSCREW
BASED ANCHOR WITH 26,oc
21n.EMBEDMENT IEMGIH
•
TYPICAL DOOR OPENING
PANEL SPAN GREATER THAN 4 FEET MULTIPLE PLYWOOD ASSEMBLIES FASTENER TYPE: SPACING
AND 2-2M 102 STUDS CONNECT® �ikptt ve;N.8 WOOD-SCREW
EQUAL OR SMALLER TOGETHER WITH STAINLESS STEEL
THAN 6 FEET OR GALVINM DOLTS W1 WASHERS BASED ANCHOR WITH 8'OC
AND NUTS 0 TV O.0 2K EMBEDMENT LENGTH
No.10 WDOD-SCREWS
TYPICAL MULTIPLE OPENINGS BASED ANCHOR WITH roc
2..EMBEDMENT LENGTH
PANEL SPAN GREATER THAN 6 FEET
AND EQUAL OR SMALLER 1141n.dis.LAGsCRm
BASED AKHOR WITH 16"OC -4 DRAWN:
THAN 8 FEET 2n EMBEDMENT LENGTH SCALE:
• WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL 1-4
AS PER SEC.R301.2.1.2 NYS CODE: PROTECTION OF OPENING JOB#:
5/29/2024
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 SHEET NUMBER:
COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED.(REFER TO SECTION 1609.1.4,1609.6.5 AND TABLE 1609.1.4 OF N.Y.S.RESIDENTIAL
CONSTRUCTION CODE).THIS IS NOT A SUBSTITUTION FOR DESIGN-PRESSURE.ALL OPENINGS MUST HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE.
ALL PANELS MUST BE CUT TO SIZE AND READY TO USE ON ANY NEW WINDOWS AND DOORS.SHUTTERS MUST BE MARIEED FOR WHAT OPENING IT IS TO COVER.
HARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION. A-5