HomeMy WebLinkAbout52101-Z TOWN OF SOUTHOLD
BUILDING DEPARTMENT
TOWN CLERK'S OFFICE
SOUTHOLD, NY
BUILDING PERMIT
(THIS PERMIT MUST BE KEPT ON THE PREMISES
WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS
UNTIL FULL COMPLETION OF THE WORK AUTHORIZED)
Permit#: 52101 Date: 07/14/2025
Permission is hereby granted to.
Tracey L Dwyer
1290 Duck Pond Rd
Cutchogue, NY 11935
To:
Construct accessory pool house at existing single family dwelling as applied for,
Maintain 15 foot setback to rear and side property lines.
Premises Located at:
1290 Duck Pond Rd, Cutchogue, NY 11935
SCTM#83.4-10
Pursuant to application dated 07/14/2025 and approved by the Building Inspector.
To expire on 07/14/2027.
Contractors:
Required Inspections:
Fees:
CO Accessory Structure $100.00
Accessory-New Structure $293.00
Total S393.00
Building inspector
TOWN OF SOUTHOLD- BUILDING DEPARTMENT
Town Hall Annex 54375 Main Road P. O. Box 1179 Southold, NY 11971 0959
�jl� Telephone (631) 765-1802 Fax (631) 765-9502
S
Date Received
APPLICATION FOR BUILDING PERMIT
For Office Use Only
P 11 ERMIT NO._ .Sal a/ Building Inspector:.
Applications and forms must be filled out in their entirety. Incomplete
applications will not be accepted. Where the Applicant is not the owner,an BUIld ng N artrnent
Owner's Authorization form(Page 2)shall be completed. Town Of SOUtbo)d
Date: - 5
OWNER(S)OF PROPERTY:
Names T w SCTM # 1000-
Project Address: J a ClQ ck ffindR
Phone#: Email: donirftav � r
- �7 - a a
Mailing Address: \�
CONTACT PERSON:.
Mailing Address:
Phone#: Email:
DESIGN PROFESSIONAL INFORMATION:
Name:
Mailing Address:
Phone#: Email:
CONTRACTOR INFORMATION:
Name:
Mailing Address:
Phone#: Email:
DESCRIPTION OF PROPOSED CONSTRUCTION
New Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project:
❑Other V1061 O $
Will the lot be re-graded? ❑YesANo Will excess fill be removed from premises? ❑Yes �ANo
1
°r
PROPERTY INFORMATION
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? ❑Yes ONO IF YES, PROVIDE A COPY.
Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the issuancr all e of a and storm water issues as provided by
/ / g Presponsible
o of a Building Permit pursuant to the Building Zone
Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings,
additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code,
housing code and regulations and to admit authorized inspectors on premises and in building(s)for necessary inspections.False statements made herein are
punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law.
Application Submitted By(print name): �rGCey �it)ye� ❑Authorized Agent (Owner
Signature of Applicant: jn Date*
CSNNIE D. BUNCH
STATE OF NEW YORK) Notary Public,State of New York
No.01BU6185050
SS: Qualified in Suffolk County
COUNTY OFTf
) Commission Expires April 14,
. being duly sworn, deposes and says that (s)he is the applicant
(Name of indiv dual signing con Pt) a5ove named,
(S)he is the ......
(Contractor, Agent, Corporate Officer, etc.)
authorized to perform or have performed the said work and to make and file this
of said owner or owners, and is duly aut
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.
Sw
orn before me
this
Z ►��
day of
_ m�.. ubN...__
Notary P iC
PROPERTY OWNER AU"I"HORMATION
(Where the applicant is not the owner)
q 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
k $.
LOT 19 I_
S39 00 00 E 1.50.00
I �S. (� � � �71��
NOV 12 2021
BUILDING DEPOT
tl` OT '0 �l � I TOWN OF SOUTHOLD
LAWN } Q
.12.2 OVER w Q
11pl
I
WELL
F- /q_ W h AI
0 r
C :s TV10 STORY Y
F RES.
;, , .
O
ow
Q
LAWN
0.4'
OVER
N IRON ROD
p
c0�,,,. � ..�..��AIN.�GE EASEMENT
• "�; .
r��E WEL:L
2�7.CJU
NY00 O' 7 0 '
DUCK POND ROAD
SANITARY M ASUREMNETS PROVIDED BY OTHERS
AP,EA: 40,500 S.F. = 0.9J0 AC.
NO SURFACE•WATER EVIDENT WITr W JOO FEET.
% ADJACENT DWELLINGS SERVED 13Y P/ELLS.
CERTIFIED TO: �`, " " SURVEY OF
•DANIEL P. DWYER & TRACEY L. DWYER LOT , 1 P O '
SUNRISE ABSTRACT CORP.
WELLS FARGO HOME MORTGAGE, INC. MAP OF
Y'✓6ODBINE MANOR
EASEd IENI;,AND/OR..SUBSURFACE STRUCTURES RECORDED OR UNRECORDED SITUATE AT �f
ARE nor r,?)A .4MTFED UNLESS PHYS'IC_4LLY EVIDENT ON THS PRE10540rS AT �y
THE NWE C°F IHk S'UkVEt': CUR(..H000E
GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON(�3) F-7R 'OWN N OF SOUTHOLO
WHOM THE SURVEY IS PREPARED, AND ON HIS BEHALF TO THE TITLE CO1.1— �
PANY GOVERNMENTAL AGENCY AND LENDING 1NS77TL ROMS LISTED HEr�,""/. r-UFFC3LK COUNTY, NEW YOIt K
AND TO THE ASSIGNEI"S OF'7-HE LENDING INSTITUTION, GUARANTEES ARE
T E OT TRANSFERABLE
R AAScz ADDITIONAL) SHOWN HER ON FRSUBSEQUENT H STRUCTURES
TO' SCALE: 1 "=60' DATE.' MAY 30, 2001
THE PI+"OPERTY LrNES ARE FOR A SPECIFIC PURPOSE AND USE.AN,D TrIEPE-
FORE ARE NOT INTENDED TO GUIDE THE ERECTION OF FENCES, RETAINING 5:0.I.IW. DI-ST. 1000 SEC.083 D. LK.04 LOT O 10
WALLS, POOLS, PATIOS, PLANTING AREAS, ADDITIONS TO BUILDINGS AND �--• ---� ^""
ANY OTHER CONSTRUCTION. j{
JOB NO. F3542 " � ' 2 Z
MAP NO. 8239
FILED: DEC. 15 . 1986 I ,
n + �
REVISIONS: '� � Y N.
H� .SIT �� �° 4
STAA�EDUT WELL 051271400 r
PR. H+USE D9 ;/o 2Dd7�1
REVISED d�9124',r 2D 7 c
REVISED. 1010112001 / Mein .,n[TP i. L.S.
STAKE,FOUNDATION IDlL1 'Ttl`;l 1 `"IC 5 _--_ Su c ��O to
RESTAKE FON F011*;?P.prl 1
UNDER OONST t O .T 1 .,7 A t -
F�'�l`'.L_...0
Cross Section Labels n-5 5S0
Ruff' Enaineerin-a Co. 4NVtnFAS
slrr�� l�Ti /�
UPANCY OR G 1-I:0 Foyprtown Pike FACIE Sa)0
OCC Doucla=�N-ille, PA 19518
USE IS UNLAWFUL i 610) 689- ►004 Elevation� ?3-
Labels
APPROVED AS TOTED WITHOUT CERTIFICATE q"
DATE'ti'I=B.P if OF OCCUPANCY LEFT RGHT
FEE q BY: 24'-p
FRcar-
NOTIFY BUILDING DEPAR MENTAT
631 765-1802 8AMTO4P FORTHE Built to Client's Existing Concrete Foundation CONSTRUCTION NOTES:
FOLLOWING INSPECTIO
1. FOUNDATION-TWO "=QUIRED Snow Lave Lead 0 Fs't
fai
r l�t.cr9d «px`
FOR POURED CONC TE -----------------------------------------------------------------
' i end!-aasS:130 mph
2. ROUGH.FRAMING& LUMBING ; we:Moderr�qate
stow o
3. INSULATION - - Te+mite:Alode a to Hearp
t ,
.------------------------------------------- '--------------------; Crtny:5i,pi,tcoAtc�drata
# r Fkood Hazard see Lacw FEood Map
4. FINAL-CONSTRUCTI N MUST (4) 16•x 4'Crawl Space vents%T) tote t K^
BE COMPLETE FOR 0. P-T.Sill Plate to De Anchored
Client:
ALL CONSTRUCTION S MEET THE with Simpson Strong-Tit#THD5tl 0HMG Tracey Dwyer
REQUIREMENTS OFTHE DES OF NEW ; 1!7 x 8`Anchor.(or Equiv.), ;
YORK STATE. NOT RES NSIBLE FOR " Set Midway Satwoen EXIS(19 1.?'Masher Bolts. ; ;
� y Project Location;
DESIGN OR CONSTRUCT ERRORS 1290 Duck Pond Road
P ; ; Cutchogue
New York
v~Y 11935
i
[Existing Crawlspac�
DATE:
L�CO )ES OF
Friday.July 1 i.2025
COIU;, LY WITH�"�
NEW PORK STATE&TON J CO SCALE.
AS REQUIRrtw=
D CON TIONS OF x s1t�' = 1'-0'
A�� >r , ; r Exist ng Poured Concrete FoundationWalls ; �; Size: 8.50 X Ile
1Vl1Y1 � ! I-------
: IDTOI�"W �At"iI'yGBOARD
PAGE:
L����}�}}//�OTT0/�t R,t ---- ---------------------- --------------- i
UiJ1fiV.Y1tJ'e 61Y ------------- ------ --- -- ------ ( 6
11YU20 Copper Termr1le Shield
� DRAWN BY:
'installed Below Sill Plate James I.apg
t �FNE }, a STCLTZFUS
fr.RUfiF �' »tJ STRUCTURES
'�� '�' '� � ,
RETAIN STORM WATER RU FF FOUNDATION PLAN �� , 5075 Lower Valley Rd
SCALE: 3d1 B" = 1'-O' �, i !' Alglen PA 19310
PURSUANT TO CHAPTER 2 6 PHONE: 610-593-7700
OF THE TOWN CODE. ,'', ': EMAIL_ irTto@mysheds.com
o o
d�:� ua?!mysFeds.eam
Cross Section Labels
sE-:crl®v
A LET'rEN
PAcE
—14U%'®FRS
Elevation Labels
>4rAw
24-0"
�] /�
LEFT-E F.'SNT
--------------------
1 2-(� T 2�_ryr
# %afa Fie.W41 ar[crZi
P wxtoc by Carr8n"SHWHrp. CONSTRUCTION NOTES:
I �0d ntfflr ; I
6 C«��� 3-".0p[A.*o[ Ccftrw&cr�So""r LAg[ 7 T r•�
Brra.•Ca�r+±IW {CS-WPpr Seem F*b=101 Snow Uve Load 20 p^nr
F°CW Ltra Load tC px+
Wind Lead:130 rr ph
Want amm).Sevrwr.
E Ternite:Modera_e to Heavy
2G'Ctr aAaa NmII5-Par L P x ndr a r y r y Grcay:shaht to mod-ale
(fF1 X G^oCkrQt 'I 1 Ci Fto•.td hazard see Lott Ffoad Map
S i Client:
lilt r Tracey Dwyer
Cl?
LOL
�• * I Project Location:
12SO puck Pond Road
' = O I Cutchogue
O T t I r t c
ew York
Li
$ N lms DATE:
r
`�•'e-� Friday.July 11.2025
LV M d I ar V ' C
' SCALE:
s s f i cL f _
CD1r f 32'cornpowto
(2)2x12 Hoiade- i - Exerorter
Size: $.50 x 11'
• i
1> 81 r C171M ea to 615 PUS'.) t f
- - - - - - -_ __ PAGE:
-^- «SZ:
(2?2x'2 Scan P.T.6x6 Post
2 /6
CS-PF Portal Walt Frarring Top
Of Post u° WTo DRAWN BY:
For Fig RFi02.10.6.4 Cannel PDT!to Do�&I)e
4:1i3t w'Smpvcn LPCdZ wrr(b5 GAi(Surws
IetiflC`1.1pF7
(3)37 x 1?'Trarsorn - -- -- �,^�„ �,-ha
7
Yfiridow9 Above Stidntg poor `
I � .� f+,t - - �'`. a STaLTZFCIS
12-sJ 12 0 -�s k, �.�� sTPUe uR�S
J r �.
24'^0° ,r �� 5075 Lower Valley Rd
" Atglon PA 19310
I PHONE: 610-593-7700
WAIL,' irTfo@mysheds.c,om
MAIN FLOOR ��'4'� ��; �rtn~,r .C-n CR-,7 a
(� �+ A 1 / or s-an cods A
SCALE: 3 16" — 1'-t}" � +o _�t� �;T� � /` Fo
!h� .'�
.,nore fttc! ` k
f
Cross Section Labels
S_crl014
A LETTrp
1 PACE
Elevation Labels
gcAIR
LEFT fi'5HT
(i)Ext.OuTe1 tc Frt-,re T.Y.-60•A.F.F. rPrr,,p,
�! CONSTRUCTION itiOTFS:
TT
k 1
I I I> Snow Uov Load 20 ps1
Fie:u9H Ext.Wealha- ba Weather- Fbow Uw.Load a0 ps'
Cc� cc Pros!ou'.fe' Prow`Ou4 et j G, Wind Load:130 mph
weettwirn Saws+a
Ili Termite:Modera`s to Heavy
1 I I i D&"y:S:iIht to Mod"16
Flood Kward see Loral Frond Map
ILL
Vient:
2*-6 Yrawy Dwyer
I II • I
, IIE I
Project Location:
. 100 A Parcel Boot 1 I s 1 1290 Duck Pond Road
r ■ I Fla I C tchogue
{� • I I, I
Now York
I II� I 11$33J
I I I
I 1
, CJA1rC:
Friday.July 11.2025
Lv I - j I SCALE:
I r l Size: 8.5'x 11'
PAGE:
►I ' I 3 / 6
I
61 0„ -------
DRAWN BY:
y lames Lapp
ht �y};. ,, n 5TOLTZFUS
!r .`+ , Ci?'� .'��p t-\'� �• 5,075 Lower Valley Rd
MAIN FLOOR - ELECTRICAL Atglor, 10- 937
�- �+I� y •,� � ,,d�� "� PHONE: 61 p-593.7700
+ +;y + L y�ftrl �- EMAIL irz`o@mysheds.com
SCALE: 1/4' 1'-0• F ° �f `�'r' �a
1 •Y , Y'3& CLYPi ®1 7'1�1�0
Or van"cods Far mam into! t� �
Gross Section Libels
S-CRO`J
-----. ._. ---_--.___."" (y PACE
4MuvnFRS
Elevatoon Labels
I
:I t. - ... •---- - LEFT ti fiNT
FROW
It
r .
i
CONSTRUCTION NOTES:
1 f — Snow Live Load 20 pilf
a D ♦ ? ♦ D ♦ a A P s. .;, p' D ..' _-�. D ,.♦ D" e _� _ — a D .�A P_ S—s D o D ♦ _J- D -— F4dbr L)++C Load 4C ps•
Wind Load:130-Ph
Tevnfte:Moderate to Heavy
Grctly:Sly;lrt to Npldc—ale
Flood Hazard see lot&Flood Map
o -��"�yY Client:
RUvo ti `t�' `; Tracey Dwyer
TlON ' `rf� ✓� ; ` HT ELEVATION Project Location:
FRONT ELEVA G
SCALE: 3/16" = V-0° f�! ° .i ALE: 3/16" = V-0" 1290 Duck Fora!aoe+d
ctrtcnogue
Let'; t New York
S4J DATE:
12 _- Friday.July 11.2025
I_ SCALE:
3/16 - 1 -0
- '-- - ----, Sim 8.5"x 1 V
m PAGE.
4 / 6
DRAWN BY:
' -- -- -- ----- - - - -------' Jamcs 1,ipp
n STOLTZFUS
'P ✓ -•a 9 P a_7.�A � ..s�a �...+�r .ate__s...A._ _.a�.P.. s...s.S.�u. .5....� ..`a.._ ..a...,a_e...i a3s�.r_ ._?...e_.�. �_�.o.. D_ s-) : -•a D e 0 a D _ o > . S T R U C T U;F r
D 9
.. «..+�«•.w...«.=.,t
5075 Lower Valley Rd
Alglen PA 19310
PHONE: 610-593.7700
Ell'IAIL: irtfot.'�..rrtysheds.com
vs!ry.tteas.ca n M o
Of Stan iN"z Cade J
REAR ELEVATION LEFT ELEVATION
For ' r
SCALE: 3116' = V-0"
SCALE: 3/16" = V-0" ', ;•,, F1 .
Cross Section Labels
s!:c,no*q
LETTIM
PACTE
Elevation Labels
2x8 Rafters 9 16*X REAP
40 Year Ribbed Metal Roofing
12* Overhangs 1 5rb Felt Tarpaper(Or Eq uiv.)1x6 Miratek Fascia wl 1 x4 Lath @ 24"OC Over -E L-rFr R GHT
1/2 L.P. Smartside Soff 7/16' OSB Roof Sheathing
Simpson H2.5A Ea. End of Rafters FRCAr
F -
TOP OF PLATE 12 NOT 0ONSTRUCTION -S.
Snow Live Load 20 p3f
r10W Uvfi Load 40 vV
Wind Loa&130 mph
Walls&celli'lo, Ins-';Jnted
- - - - - --- Termite:klodeea to Heavy
W."2'R-14 spray"ciam, Drcmy:Slight to M*deASte
Fin;sf,*d v-,11,:2"LP. Stnartside Fsood Harald.see LDE;w rk)od Map
JY
Client:
Tracey Dwyer
connect Every Other
2x6 Waft Fra-ring @ 16"OC Project Location:
S*udo P41e W(T)
7e16'OSO Wall Sheathing 1290 Duck Pond Road
simpson SDWC Screw
wl Housewrap and (Erie Walls Ony, Wchogue
L.P.Lap Siding
Now York
2x'O Floor.:dints �cP 16*01-" 11935
3 4" T&G L P. Srnart-'�loii
rv,-'Viry! P!ank Fieorir,q DATE:
OP OF SUBFLOOR Friday,July 11.2025
Connect Evvy Other Joist SCALE:
TOP OFFOUNDATION To Sill w!Simpson HS 114'" = 1'-0'
Sill Assembly: Floor 14 Sprqfown Size: 8.5"X 11,
Existing 1,t2'Anchor Bolts Copper Termite Shield PAGE:
1/2'x 8'Anchor Boll Midway Botwocti Installed Below Sill Plate
2x6 P.T.Sin Pla±e w/ 1/4"Sill Gaske: [E isting Crawlsp cel 5 /6
Exist ng Poured DRAWN BY:
E
Concroto Foundation Walls
James Iapp"!
E)dsdng 5'Stab wl Vapor Barrier Over Compacted Stone Base NE -------1.1%
0 o STOLTZFUS
STRUC-QqES
Built to Client's Existing Concrete Foundation 5075 Lower Valley Rd
Alglon PA 19310
PHONE: 610-593-7700
ENMAIL ir&@rrrysheds-oorn
CROSS SECTION A
SCALE: 114" = V-0"
coo .1116 4r
mcr-Infc! r
ir
%
4
Gross Section Labels
SECTfOv
6 A LETTtA
x PAGE
NUMBERS
Elevation Labels
2xa Rafters @ 16'iC arAa
40 Year Ribbed Metal Roofing
151b Felt Tarpaper (Or Equiv.) R GNT
1 x4 Lath @ 24'OC Over L�Fr
7/164 OSB Root Sheatling
Simpson H2.5A @ Ea, End of Rafters FRC•I'
CON,STRUCnON NOTES:
12
w- ��i ..
+�I `, -—- ��� ('�7) .3/4p X 4 1 f/
e Snow Uyel Load 2G Of
ill
12,overhangs �,,�y� "�- � - Fkxx L Load w h
L1(L Beam wind Load:
mi+h
130
- = - weshtoornodeCl se e
1x6 Miratek Fascia w(
1 j2"L.P. Smartside Soffitte i Top Qt Post Notched To Termite:Mdera'e m tteevy
Beam And Attached t?ecay!Slight to mc)derVie
Porch CcKrc yYr(4)GRK Screws Fs3ad Hazard see Local Fk0d Mep
Finished w'Pne T&G Client:
C nQmer;t Every Qthet Stuo—�
To Taff&Bottcm Plates wr V-1 P.T. 6x6 Post Tracey Dwyer
Simpson SOV,ic Screw
(Save Walls oM1 32 Co-nPcAite Project Location:
Exeriol.Bar 1290 Duck Pond Road
2x6 Wall Framing @ 16'OC Cutchogue
Now York
7/16'OSB Wall Sheathing 11 SIM
w/ Housewrap and P-T. 2ix10 F icor Joist-,6, 1 fi'OC
L.P. Lap Siding i rv; 1x6 CoTlpo,site Deski-g DATE:
i Friday.July 11,2025
Carretct Shc to Ewry— =
Ohs joist w'(1) ,._i . ..__._Conner-Every Mor Jotat SCALE:
1t+t"a 3 i,"r SAS Screw ' To Sill w!Simpson H3 114•
Size:
Sill Assembly: —f • t -- Copper Termite Shield
Existing 112"Anchor Bolts + ` ..; Installed Below Sill Pate PAGE:
1t2"x 8'Artehor Dolt Midway BQh:4�a^ �6. 6 f 6
4
2x6 P.T. Sill Plate w1 1A*Sill G2sKet ExiStin9 GCaWISp2C9'
'~ DRAWN BY:
Existing Powell r.' — - - -"'�' +�`'��"'�r ". ��, ,n• � Jflrncs I app
Concrete Foundation Walla
c N K,
Existing 5'Slab w/Vapor Barrier Over Compacted Stone Base
�� ST!OLTTZ FiISSTCUR=S
Built to ClienVS Existing Coictete Foundation ` sal Lower valley ad
' Allglen PA 19310
I,0 PHONE: 610-593-7700
OSS SECTION B. .,.4,1��� ���:: EMAILiett0@ttTyslSeds.ctam
/ VSot rny'v-ds.C7nEl T
1 fa SCALE: 1/4„ = 1'-0" or man t'*arose
Forrnorelnfa' rs .�
_-_— t, }w1 ■
FRONT EtLVATION
:xte^cf Fezde•«rt-s.Jb e ocr_ =x e O
'ens:n s-^:pa- c:a un
x•er•c:f—:cer w lh i-DIP.--arc:^Qm'
? L ni, -d R J11, .°a 7 r,
-IL :hec:er �.
.:v .v.- --a' i;t etc=_.r Asa. hav-.•�rr•-rod , _ {
.•,� :sitx :a_.:.7. s ._.s C.c]a t, I Mn .'16 wcc= .. 1
=c-e-s- c`nc-hec:_•xv-^8c she_ a-� _
c--r pc-e-n:s sh_«n yr:_,pc-`ol f-:-^e
i .-M n-dcub a 7x!oosr kl'
I ind Q:Ir vic:
:n 6.=.^s des c;:_,er ., 3 � krr';
`:,c, w*,, cf . :.n•I, t•Jur-der c Ir_ck -rds
[. _ i per CO'=_:;39:'7; ,
ti[ i•'..t 6.:'a4 f-: yu:. .cv..-r•rf wl!
6 th cr.w:od 54-,._~Jr:l pn,e
w 9d.omr.cn o if^rY:fr.:f orl_» h
y =o,ra--zee r:x-e s it 3'o_c. r fr:-r y _ ;Elie=ec;_a=
_d'.^7Ci"r C':S Ili 'YR I ca— ow•3nG CP
_ r7i cI:Ire
— ,N,^ le-arh c=ocre'pe•"cb e t6'7i 13`_ . 3 wr- bic-•- n rr:.•`^
md -eg!-.Ctr=ram _{
r t 7 a^ er t dtr.
rx..� s•[+•rry ti
rrs-olle:oerle:rc-RL,_3 1 E - refit -ed ^eoc^
po-_ ed,g
a• a2 13'lkJ-1-wr,
..-cncr::uhs:er,-7Ic-=.403 E. E`Q:�Sd we li:-e
w h ov:(,d; .c` 'JI
OVER CONCRETE OR MASONRY 6tOCK FOJNDATf0N rn e S
Nai x76,;nu. irii;u=r _hb•:r 1: 3'I i
V.-:od i m--t_'ol ',c Sc e olcra
:r:t cap bo-_ 55
Tc:e _-J2.3 :.L.',t sne ed G=z nt
[cc-c,tq 6': b,
r-ha hor_o-tc' :-J ti
' ._._...... .�.._._.�._..� .•r•ri ul Ci•r+?ivRs :..--/-.•'--:+ter is
srr_^u`c none•sher-m(z Dwer a p _.ed h:nc_ •1^• ,r t
t:nc c ir^ n>OVER RAISED WOOD FLOOR.FRAMINCJ ANCHOR OPTION
:w-er p: tol sear"-3 C_es r:v inp o`er ccnd:•rrn o st'
N i V'lf.S ❑b•• Icr`,r 71'I1,•." ,;lt ' I r
.. r-V.:JC'rt,ff_`Q t1 Sc a DIcr9 -y d - � \, •.yyr� M
.s. p.nel u.nr� g C �, pr• jf I; !-
=^rtn :us c.n_r Tc_ ;
r / e -,D2 3 `+� kr�c- spec h,rg
r•- III':,cn= :r jol< r
no
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FRONT ELEVATION Z
Extent of header wi'h double portal frame O
(two braced wall panels) W
Tension strap per Table N
Extent of header with single portal frame R602.10.6.4(on opposite
(one braced wall panel) side of sheathing)
2'-1 8'finished width of opening Fasten top plate to
for single or double portal header with two rows
of 16d sinker nails at
Pony wall i`-`-`-'-. 3"o.c.typ.Fasten
height king stud to header
with 6-16d sinkers
•• Min.3"x 11.114"net header.Steel header pohibited.
If 1/2"spacer is used,place on back-side oiheader Min.7/16"wood
L structural panel
a) Fasten sheathing to header with 8d sheathing
s common or galvanized box nailsin 3"
a grid pattern as shown Typical portal frame
3 construction
° r Header to jack-stud strap per Tolle
o Min.double 2x4 post
R602.10.6.4 on both sides of opening
o opposite side of sheathing (king and jack stud).
Number of jack studs
per TablesR602.7(1)
Min.double 2x4 framing covered with &(2)
min.7/16"thick wood structural Fonel
sheathing with 8d common or If needed,panel
galvanized box nails at 3"o.c.in raming splice edges shall
(studs,blocking and sills)typ. occur over and be
'
Min.length of panel per Table RE02.10.5 nailed to common L�t--4�2
blocking within 24"of
the portal leg ••-.......
,... :.
mid-height.One row --••••-••••••••
Min.(2) 1/2"diameter anchor bobs of 3"o.c.nailing is
installed per Section R403.1.6- required in each
with 2"x 2"x 3/16"plate washer panel edge
Anchor bolts per Section R403.1.6 Braced wall line continuously
sheathed with wood structural
OVER CONCRETE OR MASONRY BLOCK FDUNDATION panels
N:iII sole plate to joist per Table R602.3(1)
IT Wood structural Nail sole plate (2)Framing anchors
panel sheathing to joist perapplied across
to top of band Table R6023(1) sheathing joint with
or rim joist
a capacity of 670 Ibs
in the horizontal and
vertical directtions
Wood structural panel sheathing over approved band or rim joist
Approved band or rim joist
OVER RAISED WOOD FLOOR-FRAMING ANCHOR OPTION
(When portal sheathing does not lap over band or rim joist)
Nail sole plate to joist per Table R602.3(1)
Wood structural Nail sole plate
panel sheathing to joist per
continuous over Table R602.3(1) Attach sheathing to
Min. band or rim joist band or rim joist
- with 8d common
overlap J nails at 3"o.c.top . . . .
9-1/4°—1. . . . .
and bottom
Wood structural panel sheathing over approved bond or rim joist
Approved band or rim joist
OVER RAISED WOOD FLOOR-OVERLAP OPTION
(When portal sheathing laps over band or rim joist)