HomeMy WebLinkAbout51259-Z of SOLIyo`o Town of Southold
* * P.O. Box 1179
0 53095 Main Rd
Couxr,a � Southold, New York 11971
CERTIFICATE OF OCCUPANCY
No: 46628 Date: 10/28/2025
THIS CERTIFIES that the building SINGLE FAMILY DWELLING- ADDITION AND
ALTERATION
Location of Property: 925 Donna Dr Mattituck, NY 11952
Sec/Block/Lot: 115.-16-9
Conforms substantially to the Application for Building Permit heretofore, filed in this office dated: 08/19/2024
Pursuant to which Building Permit No. 51259 and dated: 10/08/2024
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:
Screened-in porch addition (deck underneath is existing) to an existing single family
dwelling as applied for.
The certificate is issued to: Mark Berry, Claudia Berry
Of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL:
ELECTRICAL CERTIFICATE: 51259 10/21/2025
PLUMBERS CERTIFICATION:
Au h iz d Signature
�o��oFsoaryo�o 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#: 51259 Date: 10/08/2024
Permission is hereby granted to:
Mark E Berry
925 Donna Dr
Mattituck, NY 11952
To:
alter the existing deck addition to a screened-in porch of an existing single-family dwelling
as applied for.
Premises Located at:
925 Donna Dr, Mattituck, NY 11952
5CTM# 115.-16-9
Pursuant to application dated 08/19/2024 and approved by the Building Inspector.
To expire on 10/08/2026.
Contractors:
Required Inspections:
Fees:
Single Family Dwelling- Addition&Alteration $410.00
CO-RESIDENTIAL $100.00
Total Ssio.00
--- -- ----------------------
Building Inspector
ho��pF SOUTyolo
Town Hall Annex Telephone(631)765-1802
54375 Main Road
P.O.Box 1179 G • Q
Southold,NY 11971-0959 Q
�ycoUl,�
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
CERTIFICATE OF ELECTRICAL COMPLIANCE
SITE LOCATION
Issued To: Mark E Berry
Address: 925 Donna Dr city:Mattituck st: NY zip: 11952
Building Permit#: 51259 Section: 115 Block: 16 Lot: 9
WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE
Contractor: Electrician: Treiber Electric License No: 37765 ME
SITE DETAILS
Office Use Only
Residential X Indoor Basement Service
Commerical Outdoor 1 st Floor Pool
New X Renovation 2nd Floor Hot Tub
Addition X Survey Attic Garage
INVENTORY
Service 1 ph Heat Duplec Recpt Ceiling Fixtures Bath Exhaust Fan
Service 3 ph Hot Water GFCI Recpt 6 Wall Fixtures Smoke Detectors
Main Panel A/C Condenser Single Recpt Recessed Fixtures CO2 Detectors
Sub Panel A/C Blower Range Recpt Ceiling Fan 1 Combo Smoke/CO
Transfer Switch UC Lights Dryer Recpt Emergency Strobe Heat Detectors
Disconnect Switches 2 4'LED 6 Exit Fixtures Sump Pump
Other Equipment:
Notes: Screened-in Porch
Inspector Signature: &L Date: October 21, 2025
S.Devlin-Cert Electrical Complia ce Fo t(8)
SOUIyo�
# # TOWN OF SOUTHOLD BUILDING DEPT.
cau 631-765-1802
INSPECTION
[ ] FOUNDATION 1ST/ REBAR [ "] ROUGH PLBG.
] F NDATION 2ND [ ] INSULATION/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
A 4N, J�/
fil
REMARKS:
� zo&'
DATE INSPECTOR
SOUTyo�o
# # TOWN OF SOUTHOLD BUILDING DEPT.
o tm� 631-765-1802
INSPECTION
S °t
[ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [• ] .INSULATION/CAULKING
[ ] FRAMING /STRAPPING [ ] FINAL
[ XlRESISTANT
CE &:CHIMNEY [ ] FIRE SAFETY.INSPECTION
CONSTRUCTION [ ] FIRE-RESISTANT PENETRATION
CAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] PRE C/O [ ]- RENTAL
REMARKS:
DATE INSPECTOR
pF SOUIyO�
TOWN OF SOUTHOLD BUILDING DEPT.
^oum, 631-765-1802
6i.�, .INSPECTION
[ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] SULATION/CAULKING
[ ] FRAMING /STRAPPING [ FINAL��
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE ANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ LECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL
REMARKS: klAA
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DATE lo�yl�')o� INSPECTOR
?IELD INSPECTION REPORT DATE COMMENTS
FOUNDATION (1ST)
--------------------------------
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FOUNDATION (2ND) -
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ROUGH FRAMING&
PLUMBING v
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INSULATION PER N.Y.
STATE ENERGY CODE
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FINAL t0 —
ADDITIONAL COMMENTS
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s�fk TOWN OF SOUTHOLD—BUILDING DEPARTMENT
a Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959
Telephone (631) 765-1802 Fax (631) 765-9502 hgps://www.southoldtownnyygov
Date Received
APPLICATION FOR BUILDING PERMIT
For Office Use Only �
DD
PERMIT NO. v Building Inspector: AUG 1 9 2024
Applications and forms must be filled out in their entirety;Incomplete
applications will not be accepted. Where the Applicant is not the owner,an I'UR.,DING DE PT.
Owner's Authorization form(Page 2)shall be completed._ TOWN OF SOUTHOLD
Date:August 1
OWNER(S)OF PROPERTY:
Name
Claudia &,Mark,.Berry._..., S
.,. . ._ ..,_ _... „CTM#1000 1.15,-16._9
Physical Address:925_Donna-Dr ive,_,Mattituck,
P 11 hone#:516=885-0082 Email:
Mailing Address:925 Donna Drive
CONTACT PERSON:
Name:Claudia Berry. _. ...,_._ ..._._.. _ ....,..._... .__.__.,._ _, ._..._.._
Mailing Address:
Phone#:516-885-0082 Email:
DESIGN PROFESSIONAL INFORMATION:
Name:Nicholas Mazzaferro
Mailing Address:PO Box 57, Greenport, NY 11944
Phone#:516-457-5596 Email:
CONTRACTOR INFORMATION:
Name:homeowner.._
Mailing Address:
Phone#: Email:
DESCRIPTION OF PROPOSED CONSTRUCTION
❑New Structure ❑Addition LXAlteration ❑Repair ❑Demolition Estimated Cost of Project:
❑Other build a roof with screens on top of deck $25,000
Will the lot be re-graded? ❑Yes El No Will excess fill be removed from premises? ❑Yes El No
1
PROPERTY INFORMATION
Existing use of property:full.time residence__..____ Intended use of property:full time_residence _.__ __:
Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to
this property? ❑Yes ®No IF YES, PROVIDE A COPY.
[ Check Box After Reading: The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by
Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone
Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings,
additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code,
housing code and regulations and to admit authorized inspectors on premises and in building(s)for necessary inspections.False statements made herein are
punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law.
Application Submitted By(print name): Claudia Berry ❑Authorized Agent ®Owner
Signature of Applicant: ,rQ Date: August 1, 2024
STATE OF NEW YORK)
SS��:y
COUNTY OF
C1 a being duly sworn, deposes and says that(s)he is the applicant
(Name of individual signing tract)above named,
(S)he is the Owy-"eR
(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�l1^_
1 b�day of OC- ►V k ,20,2�[_
Notary Public
TRACEY L. DWYER
PROPERTY OWNER AUTHORIZATION NOTARY PUBLIC,STATE OF NEW YORK
NO.01 DW6306900
(Where the applicant is not the owner) QUALIFIED IN SUFFOLK COUNTY
COMOSSION EXPIRES JUNE 30,2211,
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
.00"rzz= -
oFFO(,�CD BUILDING DEPARTMENT- Electrical Inspector
r�y0 G TOWN OF SOUTHOLD
Town Hall Annex- 54375 Main Road - PO Box 1179
' Southold, New York 11971-0959
'1,fl -4 �ap��:, Telephone (631) 765-1802
� � r
APPLICATION FOR ELECTRICAL INSPECTION
ELECTRICIAN INFORMATION (All Information Required) Date:
Company Name: -CI Ixr Qear '&
Electrician's Name: Zve Wier
License No.: 3,71(p5 a Elec. email:
Elec. Phone No: 4oi4 1 request an email copy of Certificate of Compliance
Elec. Address.:
JOB SITE INFORMATION (All Information Required)
Name: rr
Address: &Ja.S non ra Da
Cross Street: ew Su P�o I L Ad e-
Phone.No.:
Bldg.Permit#: 5Q_51 email:
Tax Map District: 1000 Section: 115 Block: 1!0 Lot:
BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly):
SCr¢e� pvrc� a�i�oy1
Square Footage: '5a o
Circle All That Apply:
Is job,ready for inspection?: S , JeL
YES ❑ NO ❑Rough In Final
Do you need a Temp Certificate?: ❑ YES [4 NO Issued On
Temp Information: (All information required)
Service Size❑1 Ph❑3 Ph Size: A # Meters Old Meter#
❑New Service❑Fire Reconnect❑Flood Reconnect❑Service Reconnect❑Underground❑Overhead
# Underground Laterals D 1 R2 H Frame Pole Work done on Service? Y F1N
Additional Information:
PAYMENT DUE WITH APPLICATION
YLc aA l
Cc
PERMIT# Address:
Switches
Outlets
G F I's
Surface
Sconces
H H's
UC Lts Fridge HW POOL
'Panel.:,: .
Fans Mini Fr. W/D Pump
Exhaust Oven Sump Heater
Trnsfmr
Smokes DW Generator Salt den.
Grb.Dis Water Bond
Carbdn Micro 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
D�
APP VED AS NOTED
DATE' B.P.#� J�
FEE BY:
NOTIFY BUILDING DEPARTMENTAT ELECTRICAL
631-765-1802 8AM TO 4PM FOR THE INSPECTION REQUIRED
FOLLOWING INSPECTIONS:
1. FOUNDATION-TWO REQUIRED
FOR POURED CONCRETE
2. ROUGH-FRAMING& PLUMBING
3. INSULATION
4. FINAL-CONSTRUCTION MUST
BE COMPLETE FOR C.O.
ALL CONSTRUCTION SHALL MEET THE
REQUIREMENTS OF THE CODES OF NEW
YORK STATE. NOT RESPONSIBLE FOR
DESIGN OR CONSTRUCTON ERRORS RETAIN SM WJCt'ER RUNW
PURSUANT TO CHAPTER 236
OF THE TOWN CODE.
COMPLY WITI-I ALL CODES OF
NEW YORK STATE&TOWN CODES
AS REQUIRED AND CONDITIONS OF
--- S/DE
OWN ZBA
SOWN PLANNING BOARD
SOWN TRUSTEES
N.
PC All exterior lighting
Hp installed,replaced or
repaired shall conform
to Chapter 172
of the Town Code
OCCUPANCY OR
USE IS UNLAWFUL
` WITHOUT CERTIFICA '
OF OCCUPANCY
i
GENERAL NOTES:
• The information on this set of construction documents is to relate basic design ELECTRICAL NOTES:
intent and framing details. They are intended as a construction aid,not as a 110.0' s2.40.40"w
substitute for generally accepted good building practice and are in compliance with • All electrical work to be BOARD OF FIRE UNDERWRITERS approved and to include
current 2020 New York State Building Codes and the 2018 IRC. The general contractor installation of fixtures&specifications as indicated on plans. Light fixtures to be supplied by
is responsible for providing standard construction details and procedures to ensure a professionally finished,structurally sound and weatherproof completed product. owner and installed by contractor. GFI outlets required at bathrooms and exterior areas.Install
all outlets as per code. All work is to be done in strict accordance with the New York State Code
• General contractor to coordinate all subcontractors,scheduling of work and by a licensed electrician. All new switches&outlets to be Leviton,Toggle,supplied&installed
interaction between trades. by contractor. Contractor to do all hook-ups as required for bathroom fans,cooking exhausts and
3
• The contractor is responsible for ensuring that all work and construction meets provide wiring as required for gas fireplace and cooking appliances.
or exceeds current federal,state and local codes,ordinances and regulations,etc.
These codes are to be considered as part of the specifications for this building plan. FRAMING NOTES: Z
• If in the course of construction,a condition exists which disagrees with that as N Z.
N
indicated on these drawings,the contractor shall stop work and notify the designer 0 All lumber is to be Douglas Fr#2 or better at 16"on center
&the engineer immediately. Should he fail to follow this procedure and continue work,
he shall assume all responsibility and liability arising therefrom. • All wood framing in contact with concrete or masonry is to be pressure treated. 'ACQ'designation
• Dimensions take precedent over scale-DO NOT SCALE DRAWINGS. refers to current arsenic-free treated wood standards and shall take the place of'CCA'
• The designer has not been engaged for construction supervision and assumes no 9 All TH's are to be installed in accordance with the manufacturer's specifications and shall include
responsibility for construction coordinating with these plans,nor responsibility for squash blocking web stiffeners at bearing points on girders and other load bearing areas
construction means,methods,techniques,sequences or procedures or for safety
precautions and programs in connection with the work indicated. There are no 0 Structural Steel ASTM A36- FY=36 KSI
EXISTING DECK-
warranties for a specific use expressed or implied in the use of these plans. CONSTRUCT ROOF OVER
• All straps,connectors,plates,bolts,nails,etc.are to be galvanized. Designated connectors,straps, WITH POSTS&SCREENS
• Contractor to provide hardwired smoke detectors,with battery back up,and with etc.on these drawings are my by Simpson unless otherwise indicated. All connectors,straps,etc.are to be AROUND SIDES \
no intervening switches,on all floors and in each bedroom.Verify with local code nailed/bolted in accordance with the manufacturer's specifications.
requirements as per Section R314 New York State Residential Construction Code.
Install carbon monoxide detectors as per code. All floor sheathing is to be a'AC type plywood,tongue&groove and shall be glued and screwed to \\
FOUNDATION NOTES: the floor joists(6"o.c.edges&12"o.c.field)
• Solid blocking is to be installed every 8'-0"max.or mid span of all floor joists with spans exceeding ExISTING GARAGE
• General contractor to review plans,elevations and details to determine 8'-0". Blocking is to be installed at all point load bearing points. EMSTING HOUSE
` intended heights of finished floor above typical grade. Install double joists under all partitions running parallel
• Footings shall bear on undisturbed soil within bearing capacity of 1.5 tons/sq.ft. All exterior wall headers to be as indicated on floor plans§ions and all interior
• Concrete shall be FC=3,500 PSI @ 28 days headers are to be 2-2"x 10"unless otherwise noted. All headers exceeding T-0"shall have a double
jack stud with a single king stud&on exterior walls provide double sill plate(typical).
• Concrete on 4"sand or gravel fill minimum,with 6x6-10/10 welded wire mesh
reinforcement. Interior slabs to be placed on 6 mil.stabilized polyethylene vapor Provide insulation baffles at eave vents between rafters and soffit vents as indicated
barrier. Welded wire mesh is to be placed in the top third of the slab and is to be on plans
adequately supported by precast concrete bar supports to assure that the reinforcement Exterior flashing is to be adequately installed at all connections between roofs,walls,
is held in position during concrete placement and finishing. chimneys,projections and penetrations as required by approved constrction practices.
• Isolation joints are to be installed between the slab and the walls.Use preformed
joint filler that is to be cut 1/2"below the slab surface and the resulting joint is to be filled 110.0' N2"40'40"E
with an elastomeric joint sealant.
• General contractor to install cop-r-tex(or copper)sheet metal termite shields DONNA DRIVE
between all wood surfaces that are exposed to concrete or masonry surfaces.
• Dampproof exterior of foundation wall with a bituminous coating;Foundation
excavation upon approval of building department inspections.
o
CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA DESIGN LOAD CALCULATIONS AUG 1 9 2024
GROUND SNOW LOAD 25 R-6 'CP't� Nfw�'
O SCTM41000-115-16-9
5A51C WIND SPEED 130 rn.h MINIMUM UNIFORMLY p15TRIOUTED LIVE:L0AD5(Ibsf) BUMDING DEprh• vQ•S 1 �f- �
Ex_o5vre Category EXTERI0.R13ALC0NIES GO TOWN OF SOUTHOLD
5E15MIC DE51GN CATEGORY 5_ PECKS 40' Z 0
MATHERING SEUEt ATTICS WITHOUT STORAGE 10 O W
FR05T LINE DEPTH,
ATTICS 4+
WITI9 STORAGE 40
TERMITE M0DERATET0.IIEAVY 5
MS(OTHER THAN SLEEPING R00MS) 40 FO �057& �� NJ.MAZZAFERR0,P.E. 06�Ba
ICE 6ARRIER REQUIRED YE5 �—�S'LEEJPING
-ROOMS. 30 WA SI,OWP" PROFESSIONAL ENGINEER
wve.u.•-r-r
P.O.BOX 57,GREENPORT Ny,11944
- SHEET NO:
SCREEN PORCH
Berry Residence S-1
925 Donna Drive
Mattit do,NY 11952
CONSTRUCTION DETAILS & WIND LOAD PATH CONNECTION DETAILS GENERAL WIND PROTECTION CONNECTION NOTES NAILING SCHEDULE
Adapted from Standard for Hurricane Resistant Residential Construction;SSTD 10-99
and 2018 SBC High Wind Edition Wood Frame Construction zoratvLoor� causTPJcoNtd rJ
Fasteners and Connectors for Wood Frame Construction
�,'x_ffJOfNT:AE9GRlPTiON .��t,,�'h:. �.,;: -,r_S:.'�''>:.,+NAILs,Q11ALlI1! ,� wn.• �ae:a.,.,,. ..fiIAEL':SPAGING� ,,:z r
1.A continuous load path between footings,foundations walls,floors,studs and roof azczgr rRaaE"G, ,• ., x , ... " ,,,• _
P.Ar'CP TO CP PJ. O N^ ED ff-O K,'i!.8 Bd P F RArT[R, ..
NOTCHED RAFTER framing shall be provided. o o N a 5d PeR RArTeP
RAFTER cc un�JOLs o oePiA�e oe Na D e c wn_a sd P R.OLST __
RIDGE c u a . RrRwsr
RIDGE 2.Approved connectors,anchors and other fastening devices not included in the -- - - -- -- --- —
LCILrl Jp{5-70 fkP.P112rAC�IlM1EIED 1. S[ TAELC 7 GiCti E,0.P
Standard Building Code,Section 2306 of IBC shall be used in accordance with ceuhGJC 1s LAP}ov R`PAFTTo.3 rAcy rt,m seeTAP{gi37 enc LAr_ -
manufacturer's recommendations. cotLAP�TCIRk TEP rxcrtv"L D _-ErTABLe 4 ' PtP It -- — -
5-oci yr re R-,rrPP. 'toe"t;tD -ee each e'ap _
R.0 eo v i�wv er "r D N"LCD a._
3.Metal plates,connectors,screws,bolts,and nails exposed directly to the weather or ..I Gd [ *�Ja.
subject to salt corrosion in costal areas,shall be stainless steel or hot dipped
TYPICAL RIDGE TO RAFTER STRAPPING TYPICAL RIDGE BEAM TO RAFTER STRAPPING galvanized. TOP�e To To PLATE - r CEr LCD tG.3,.-, PCP TOOT
__.__
roP PLN tsAr rrP
PAC[r4iLCD 4-I Gd J'J P15 .ACY SAD[
STtlD O5T1;D ;rACCtdAIiCD :r Gd .4 o1C
4.Where windows and doors interrupt wood structural panel sheathing and siding, HE Dep o HeoeP N r ce�ultenµ -Ed 16 OK AEOt„G CDGeS _
framing anchors or connectors shall be provided at the top and bottom of cripple studs, Toro?eorior eT_oS u Y eN tdaLto =tsa Pee easiuD-_ _ : "'
header studs,and at least one stud at each side of 9•o enin ar_Ge __ _.__- PeRa�s s D ......... . .........P a-+sa PCR X957UD
sorotia:P•�,rt+ToriooRJo -.-,.........__. .... _,.. _,.__. ,.
PROVIDE 1/2"SPACING
5.Ridge straps shall be attached to each pair of opposing rafters except where collar BA�?'�T,t"c Jos;,of '�r�. rAce NAI.DI sa PER FOOT
BETWEEN THE END STUD ties of 1x6 or 2x4 lumber is located in upper third of attic space and attach to each pair PLt1bR rltawztrlG ,,,,_ ,
x_..Y
AND THE 2 OTHER STUDS
of rafters. JOIST O 51_1 Oe ELATE,OF,GIRDER TOr NASD 4 Sd PCP,IC15T
RAFTER FOR ALLOWING aP Dc r TO JC 5T o r al1D d EACM tlio --
HOLDDOWN INSTALLATION CONNECT CORNER STUD 6.Uplift connectors shall be provided at each rafter bearing. _._ _ ____.._
�. 817„t.IYG TO JO5T T{Ie NXLED
TO TRANSFER SHEAR
FASTEN WITH 2)16d a-ocKw. o t bR-r&P Tt roe r.i FD i Ga es ct mocr`
TOP PLATE --0 •• COMMON NAILS @ 6'O.C. 7.Floor to floor hold-downs to be provided every 48,and every 16"within 4'of exterior eo eP 5r cP o 5E M, rALe r as fD :Gd A Jos-
corners. Jos c�LtcGPP ae-is rotW PD -.-_-a PeP11015,r
WALL STUD $ANDJo T c o T e3DrNl D re PeRJo�i
SIDEWALL saw JCISTTosILL LP SOP ELAr m nLA D Gd P-R Pool
ENDWALL 8.Sill Plate to Foundation Anchorage: Sill plate shall be anchored to the foundation -' '` .....
TYPICAL RAFTER TO WALL STUD CONNECTION with anchor bolts having a min.bolt diameter of 5/8"and 3"x 3"x 1/8"washers. A lzooe slJecrasr?
SHEAR WALL CORNER CONNECTION minimum of one anchor bolt shall be provided within 6 to 12 inches of each end of ,. �'-�• ...x 4 PeP'ucreR eD zorg G C/C v6 AT PAPieL CDGeS
STPULTURA4 YkhTLS Stl AND AT tP7{YPJJCD' e�.Pf R S:iN THL PFfvR r'LLD
each plate. Anchor bolts shall have a minimum embedment of 7 inches in concrete/ -- _. rarKRozaen�_,G c;c G a, rL DGes do <'AT
masonry foundations. Anchor bolts shall be located within 12 inches of corners and atsparing not exceeding 4 feet on Center
Ea rTEPtnED wPPORTs+h,He P"E F;Lc
fCP,ROOF SHC�T'i!`7G'V�:YIY'4=O`Oe'+H[PCR!6.{TER' GC O('Tk!C;.70r;�uCLUDING-YA•'ON eALf-}5!Dr'CP'i HE:Pa7,^r� .5,.T['.0 4"J'PrR'dvteCR
1ST.FLOOR WALL STUD KING STUDS t Gc.o t T cyNc n PCQu Ptn "-s sr t�etus[o „-
ce-r�tta� rnrFto
1ST.FLOOR PLATE
CRIPPLE STUD GKP�U atv•LL5oAR7` 5d tCOLEFS h ;EDGEt tc FIUIL
SUBFLOOR HEADER NftESTtEITki 6 x. <:,.,.SPUCTUR,aL NINE--
RIM BOARD uz r s eD et^ FIELD
DOUBLE SILL PLATE JACK STUDS
P19tP.$OAP.rI ArlCLS 31:(G"- GC 8 eDGC,'Gr:eLD'
ea tccet�nELa
FOUNDATION WALL __. _:. .__ .�_ _..'3_..: -. __...... .... ... . .. _.. _..-
G7PSJYv7 YJ;LLPAARD. :5d:C,OOI[PS __ .. ,T'eD C/,)GPICLD --
4..tD [?OYC-eG"Ord 6 ,-PiN,'1 CCJGF✓n�..2'AT
TYPICAL HEADER CONNECTION H RD3CAF.O B� _ ,.,, lreRr EL1F C 5J P3RT` Tht PANEL rtELq
Irdi 3.MR'20L 1 e^^.'OfL V.AT PAM1CL tDGtS i1kD r�A
fid ih7EP1✓ED}ATE SIJPPCP.T51N THE P,AREL e=
1ST FLOOR TO FOUNDATION CONNECTIONSlOQft S✓t1J{T}tt"C' ;w t w 1_, _. a__.ur ti
5T*zlSC JP'PAtJCL7 F OP LeS� .-__ Bd G JGE/1 Ft lD
DOUBLE TOP PLATE as g N+ P a h G" o.c x he P ed .9.z�.I ti I d a b o c
3/8"PLYWOOD SPACER TYPICAL HEADER M3 w ahm<p c? vrt'g ro r rte a ctt x he eAst tie r� eg,or t
OR AS PER PLANS vr'7c v,W11.5.��mna,s-ca+laivae o-,.ec,:rarce„te-Kemre;s..re-s:Ew�ed.omtGrd mIs snare Pe.rr»ttea tze be roa:,«.e�,t_t,Ga.run.�..ecce.
MTS24C RAFTER TIE
BY SIMPSON OR EQ,
TYP.AT WIN.HDR.
WOOD HEADER/WOOD BEAM
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Mattituck,NY 11951