HomeMy WebLinkAbout46149-Z ��FFOI�c Town of Southold
�A v 11/9/2021
ago Gyp P.O.Box 1179
0
o _ 53095 Main Rd
Southold,New York 11971
CERTIFICATE OF OCCUPANCY
No: 42510 Date: 11/9/2021
THIS CERTIFIES that the building ADDITION/ALTERATION
Location of Property: 255 Beebe Dr,Cutchogue
SCTM#: 473889 Sec/Block/Lot: 97.-7-24
Subdivision: Filed Map No. Lot No.
conforms substantially to the Application for Building Permit heretofore filed in this office dated
3/23/2021 pursuant to which Building Permit No. 46149 dated 4/27/2021
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:
covered front porch addition to existing single-family dwelling as applied for.
The certificate is issued to Judge,Joseph
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL
ELECTRICAL CERTIFICATE NO. 46149 10/21/2021
PLUMBERS CERTIFICATION DATED
hor ed i afore
��o�SOFFot,r�o TOWN OF SOUTHOLD
�y BUILDING DEPARTMENT
N �� 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#: 46149 Date: 4/27/2021
Permission is hereby granted to:
Judge, Joseph
740 Bayberry Rd
Franklin Square, NY 11010
To: construct front porch addition to existing single-family dwelling as applied for.
At premises located at:
255 Beebe Dr, Cutchogue
SCTM #473889
Sec/Block/Lot# 97.-7-24
Pursuant to application dated 3/23/2021 and approved by the Building Inspector.
To expire on 10/27/2022.
Fees:
SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $288.00
CO-ADDITION TO DWELLING $50.00
Total: $338.00
Building Inspector
pF SO(/l�„®l
Town Hall Annex ® Telephone(631)765-1802
54375 Main Road Fax(631)765-9502
P.O.Box 1179
Southold,NY 11971-0959 ® a� sean.devlinOtown.southold.ny.us
C®UNTd,�c�
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
CERTIFICATE OF ELECTRICAL COMPLIANCE
SITE LOCATION
Issued To: Joseph Judge
Address: 255 Beebe Dr City Cutchogue st: NY zip: 11935
Budding Permit#. 46149 Section: 97 Block 7 Lot- 24
WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE
Contractor: DBA. T&K Electrical License No: 31563ME
SITE DETAILS
Office Use Only
Residential X Indoor Basement Service
Commerical Outdoor X 1st Floor Pool
New X Renovation 2nd Floor Hot Tub
Addition Survey X Attic Garage
INVENTORY
Seance 1 ph Heat Duplec Recpt Ceiling Fixtures Bath Exhaust Fan
Service 3 ph Hot Water GFCI Recpt 1 Wall Fixtures 2 Smoke Detectors
Main Panel A/C Condenser Single Recpt Recessed Fixtures 5 CO2 Detectors
Sub Panel A/C Blower Range Recpt Ceiling Fan Combo Smoke/CO
Transformer UC Lights Dryer Recpt Emergency Fixtures Time Clocks
Disconnect Switches 3 4'LED Exit Fixtures Pump
Other Equipment:
Notes: " AS BUILT NO VISUAL DEFECTS " Front Porch HH's
Inspector Signature: -SDDate: October 21, 2021
S. Devhn-Cert Electrical Compliance Form
W l � ho�a0f SOUIh��
* # TOWN OF SOUTHOLD BUILDING DEPT. -
�o . ,o
`�courm,N�' 765-1802
INSPECTION ,
[ FO NDATION 1ST [ ] ROUGH PLBG.
` 1 ] OUNDATION-2ND [ I ULATION/CAULKING
[ FRAMI NVYINAL
[ ] FIREPLACE & CHIMNEY [' ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ]' FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] PRE C/O
REMARKS:
DATE g _k, 44 ?A INSPECTOR
BOE SOUIy
�o� olo
# TOWN OFSOUTHOLD BUILDING DEPT:-
°`ycourm 765-1802
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PLBG.
[ ]
- FOUNDATION 2ND' [ ] IN LATION/CAULKING
[ ] FRAMING /STRAPPING [ FINAL ftbslAm.
[ ] FIREPLACE & CHIMNEY [ ]- FIRE SAFETY INSPECTION-
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ]- ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] PRE C/O
REMARKS:
u qkA�' � Ouol 5
DATE INSPECTOR "41--7
pF SOUTyo� 11—t 6 1 q
# # TOWN OF IOUTHOLD BUILDING DEPT.
�T'Y�OUNfV,�c� 765-1802
-INSPECTION
[ ] FOUNDATION TST [ ] ROUGH PLBG.
[ ] FOUNDATION-2ND j ] INSULATION/CAULKING
[ ] FRAMING /STRAPPING [ ] FINAL
[ ] FIREPLACE &-CHIMNEY _ [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION -[ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) : rl
ELECTRICAL (FINAL)CODE VIOLATION PRE C/O
REMARKS: t4-�� / L, l
DATE tO 9A INSPECTOR -
FIELD INSPECTION REPORT DATE COMMENTS-
FOUNDATION(IST) y
-----------------------
FOUNDATION(2ND)
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ROUGH FRAMING& H
PLUMBING
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INSULATION PER N.Y. y
STATE ENERGY CODE
FINAL
ADD •IONAL COMMENTS
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oma°u FF N o� TOWN OF SOUTHOLD—BUILDING DEPARTMENT
y Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959
Tele
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ne.(631) 765-1802 Fax(631) 765-9502 https://www.southoldtowm.gov
Date Received
APPLICATION FOR BUILDING PERMIT
L
.--3
For Office Use Only
PERMIT NO. Building Inspector: MAR 2 3 2021
Applications and forms must be filled out in their entirety. Incomplete
applications will not be accepted. Where the Applicant is not the owner,an t' .;;;;z;:_• r-,' ',-;.2.„,,�,a
dwner's Authorization form(Page 2)shall be completed.
Date: I 1 ZD - l
OWNER(S)OF PROPERTY:
Name: ��� e-7 foA- , -`U b 6-i SCTM#1000- i
tom=
Project Address: 75-5- BFE'6 E ®2l Ug�
Phone#: — TEmail:( ���- 1va{3e• JJ ,�
Mailing Address: A V
CONTACT PERSON:
Name: '�vs,C
- _ -- -- v C�-c= -- - -- -
Mailing Address: Z -�
Phone#: Email:
- - - ---- - -9T _-'9 e'7 -- -- - - - -
DESIGN PROFESSIONAL INFORMATION:
•
Name:
tom'•'
Mailing Address:` —tF
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M. � .r3 f - � ”! �- �� v
Phone MEmail: �
._ - - _.---- --_ ___ -- - - - --- -- s-----__----------- -- -- _�'►_!�C_h�i_�e 1_� macho(-es i• - - Seror,crs• �
CONTRACTOR INFORMATION:
Name:
Mailing Address:
- - -- --- ----- - -- - -----
Phone#: Email:
DESCRIPTION OF PROPOSED CONSTRUCTION
❑New Structure EAddition ❑Alteration ❑Repair EJ Demolition Estimated Cost of Project:
El Other $
Will the lot be re-graded? Dyes ❑No Will excess fill be removed from premises? ❑Yes El No
1
PROPERTY,INFORMATION "
Existing use of property: �v 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 &Ko 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 theLBuilding 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 Gass A misdemeanor pursuant to Section 210.45 of the New York State Penal Law.
Application Submitted By(print name): —Ja5c,014- A -3-L) Q C ❑Authorized Agent �wner
Signature of Applicant: Date: 3 1
STATE OF NEW YORK)
SS: N Ass
COUNTY OF
being duly sworn,deposes and says that(s)he is the applicant
(Name of individual signing contract)above named,
(S)he is the
(Contractor,Agent, Corporate Officer,etc.)
of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this
application;that all statements contained in this application are true to the best of his/her knowledge and belief;and
that the work will be performed in the manner set forth in the application file'therewith.
Sworn before me this -
O
SCIA
day of 20
%WM X1452
Qualified in Nassau Cou ty
Term Expires January 2
PROPERTY OWNER AUTHORIZATION
(Where the applicant is not the owner)
I, residing at
do hereby authorize to apply on
my behalf to the Town of Southold Building Department for approval as described herein.
Owner's Signature Date
Print Owner's Name
2 1
®gvFFOL,rBUILDING DEPARTMENT-Electrical Inspector
TOWN OF SOUTHOLD
Town Hall Annex- 54375 Main Road - PO Box 1179
oSouthold, New York 11971-0959
ag, Telephone (631) 765-1802 - FAX (631) 765-9502
roaerr(a)southoldtownny.aov - seand(a-southoldtownny.g2v
APPLICATION FOR ELECTRICAL INSPECTION
ELECTRICIAN INFORMATION (Ail Infommuon Required) Date: 9/23/21
Company Name: T and K Electrical Inc.
Electrician's Name: Todd Darrell
License No.: ME-31563 Elec. email: tdarrell@optonline.net
Elec. Phone No: 516-807-0301 CII request an email copy of Certificate of Compliance
Elec. Address.: 64 Daffodil Avenue, Franklin Square, NY 11010
JOB SITE INFORMATION (All information Required)
Name: Joe Judge
Address: 255 Beebe Drive Cutchogue, NY 11935
Cross Street: Eugenes Road
Phone No.: 516-852-9874
Bldg.Permit#: 46149 email: joejudge.jj@gmail
Tax Map District: 1000 Section: 97 Block: 7 Lot: 24
BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly):
5 High Hats front Porch
Square Footage:
Circle All That Apply:
Is job ready for inspection?: D YES n NO [-]Rough In n Final
Do you need a Temp Certificate?: [l YES Q NO issued On
Temp Information: (All information required)
Service Sizell1 Ph[]3 Ph Size: A #Meters Old Meter#
❑New ServiceDFire Reconnect[]Flood Reconnect Elservice ReconnectnUnderground(,overhead
#Underground Laterals 1 2 H Frame Pole Work done on Service? Y N
Additional Information:
EAYMENT DUE WITH APPLICATION
C
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SCTM#1000-97-7-24
S1,004511011 E DESCRIPTION: AREA LOT COVERAGE: EXCAVATE: FILL-
150.13' PROPERTY 208504SF 0478—
ESTIMATED AREA OF 1400 SF
GROUND OISNRBANCE.
E%ISTING HOUSE 1614.4 SF 774%
EXIMO DECK 192 0 SF 0.92%
N �W -
� �+ PROPOSED PORCH 220.0 SE 105% 72 N YD 6 N YD
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ROOF AREA:260 SO.FT. DESCRIPTION: AREA LOT COVERAGE: EXCAVATE: FILL:
AT 100%WATER RUNOFF:43 CU.FT. 631.298.2250
PROVIDE C DIA,X YDEEP DRYWELLS PROPERTY: 20850.4 SF 0.478 acres michael@mchdesignservices.com
DRYWELLS CAPACITY:56 CU.FT.
ESTIMATED AREA OF 1400 SF
GROUND DISTURBANCE:
AR ROIIVED NOTES:
AS NOTED � OGEE GUTTER-STANDARD 5"
1).EXECUTION:
pl; A).DO NOT BEGIN INSTALLATION UNTIL SUBSTRATES HAVE BEEN PI.OPERLY PREPARED.
DATE: B.P. �'-v z).PREPARATION: EXISTING HOUSE 1614.4 SF 7.74%
/ A).CLEMPREP SURFACE THOROUGHLY PRIOR TO INSTALLATION. - -
FEE: Fly, B).PREPARE SURFACES
USINGMETHODS RECOMMENDED BYTHE MVJUFAECT CONDITIONS.FOR
r� ,,1H PAINTACHIENCEA BESTRESULTSSURFACES
AND SURFACEHE SUBSTRATES
INDER CONTACT
DISSIMILAR
EXISTING DECK 192.0 SF 0.92%
NOTIFY BUILDING DEPAR,A11- T AT C).METALS ONCEALEOETIVE BACKING
PAINT. FACES IN CONTAR WCIH DISSIMILAR
METALS WIT}1 PROTECTIVE BACKING PAINT.
765-1802 8 AM TO 4 1"MI FUR THE 3.INSTALLATION:
^� A).PERFORM WORK IN ACCORDANCE WITH CDA HANDBOOK AND THL DRAWINGS.
FOLLOWING lNSPECTI'J")5. 1).GUTTER TO BE PITCHED TOWARDS LEADER I'TO 2'FOR EVERY 40'OF RUN.
2).SHEET METAL JOIN LENGTHS WITH WATERTIGHT JOINTS.
1. FOUNDATION - TWO REQUIRED a).COPPER/LEAD:FLASH AND SOLDER GUTTERS TODOWNSIOUTSAND PROPOSED PORCH 220.0 SF 1.05% 12 CU YD 6 CU YD
(�
ACCESSORIES.
FOR POURED CONCRETE B).ALUMINUM:RIVET AND CAULK WITH A BUTYL SEALANT SLIP JOINT
CONNECTORS.
2. ROUGH - FRt1Mii�� PLUMBING3).CONNECT DOWNSPOUTS TO STORM SEWER SYSTEM AS INDICATED.SEAL
CONNECTION WATERTIGHT.
3. INSULATION DRY WELLS TO BE 10'MIN. 4).PROTECTION: DRYWELL 6X3 5 CU YD 2 CU YD
4. FINAL - CONSTRUC—ION MUST AWAY FROM HOUSE B). OUOUOi REPA OR REPLACEINSTALLED S DAMAGED COMPLETION
ODDUCCTTS BEFORE SUBSTANTIAL
BE COMPLETE. i=I :,.C. COMPLETION
ALL CONSTRUCTION SHALL FLEET THE � �°
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REQUIREMENTS OF THE CODES OF NEW TOTAL: 2026.4 SF 9.71% 17 CU YD 8 CU YD
YORK STATE. NOT RESPONSIBLE FOR
DESIGN OR CONSTRUCTION ERRORS.
MEETS&BOUNDS BY: VAN TUYL&SON SURVEY DATE: 4/13/70
COMPLY WITH ALL CODES OF
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AS REQUIRED AND CONDITIONS OF
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631.298.2250
michael@mchdesignservices.com
CODE: 2020 IRC, 2020 NYS UNIFORM
CLIMATIC&GEOGRAPHIC DESIGN CRITERIA FIRE PREVENTION AND BUILDING CODE
GROUNE WIND SEISMIC FROST WINTER ICESHIELD FLOOD
SNOW SPEED DESIGN WEATHERIN LINE TERMITE DECAY DESIGN UNDERLAYMEN
WIND LOAD PATH CONNECTION AND CONSTRUCTION AIL D RAW 1 N G S LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED HAZARDS
MODERATE SLIGHT TO
USE THE FOLLOWING OR APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION.FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. 20 PSF 130 B SEVERE 3 FT. 11 NONE -
TO HEAVY MODERATE
SOIL COMPACTION:
4"MAX.
/).CONTRACTOR TO PROVIDE SOIL TEST TO VERT Y EXISTING CONDITIONS.MINIMUM 3000#
KING STUDS CAPACITY.
2).NEW FILL TO BE CLEAN OF ORGANIC MATERIAL.CONTRACTOR TO VERILY EXISTING SOIL
CONDITIONS PRIOR TO FILL.RLMOVE AND ADD ADDITIONAL FILL AS NILE DED.
4'DIA.MAXIMUM 3).COMPACTION OF NEW FILL SHALL BE AT LEAST 95%PROCTOR DENSITY(PFR ASTM D 698
RAFTER CRIPPLE STUD AND ASTM D 1557). COMPACT THE SOII AT 12•LIFTS(TYPICAL).CONTRACTOR TO HAVE
4 Z: FILL TESTED BY A PROFFESSIONAL AGENCY FOR COMPACTION.
LEDGER
RIDGE HEADER
DECK AND COVERED PORCH NOTES:
1).Unless otherwise noted•all framing material to be Yl ACQ pressure treated lumber.
Z All fasteners,hangers and anchors to be galvanized or stainless steel.
RAFTERJACK STUDS
2).Girders(or deck joists to be bolted or anchored to each post or pier with washers and nuts
Girders on concrete piers shall be anchored with proper steel connectors anchored A'\�
into concrete with a minimum 1/2"dia x 7"long anchor bolt with washers and nuts.
RAFTER-TO-LEDGER CONNECTION 3).Posts supporting girders shall be anchored to a minimum 24"x24"x12"thick concrete
LEDGER TO BE CONNECTED TO BLDG.USING 1/2"DIA.BOLTS 16'OC WITH WASHERS HEADER-TO-POST/STUD CONNECTION footing.Use a minimum 1/2'dia x 7"long anchor bolt with washers and nuts.Footings Shall
RIDGE-TO-RAFTER CONNECTION IRAFTER SIZE USP NUMBER DESCRIPTION APPLICATION I LOCATION JUSPNUMBER1 DESCRIPTION APPLICATION be 3 ft.below grade.
STAIR RAILING LOCATION USP NUMBERI DESCRIPTION APPLICATION 2x6-2x8 I LS26 118ga.SLOPE HANGER APPLY TO EACH RAFTER/UEDGEP 1ALLOPENINGS1LSTA12 1I-I/4"xI2"20ga.STRAP1 APPLY TO EACH JACK STUD 4).Deck joists to have blocking at 8'0 D.C.
ROOF LSTA24 1-1/4"x24"20ga.STRAP APPLY OVER RIDGE TO EACH RAFTER 2X10 LS210 I 18ga.SLOPE HANGERI APPLY TO EACH RAFTER JALL OPENINGS I RT3 OR RT71 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STU
5).Flashing shall be installed between the building and ledger.Lapping up the sheathing
1-1/2 SPACE and over the ledger.Ledger to be fastened to building with 1/2"dia.bolts with washers
and nuts at 16"o.c.
MINIMUM
6).Concrete piers shall be a minimum 6"above grade.
HANDRAILS
RAFTER 7).All joists to be supported with hangers and anchors.Each Joist shall also be anchored
to girder(s).
RAFTER 8).Covered Roofs shall be assembled and anchored the same manner as a typical building.
/
9).Use Simpson hangers and anchors with 2-MAX tripple protective coating or equal
POST for any contact with ACQ.
TOP PLATE
TOP PLATE
BALUSTERS
RIM/DECK JOIST ° HANDRAIL NOTES:
WALL STUD WALL STUD
OPEN BALUSTER ATTACHED TO WAL 10 All required handrails shall be of one of the following types
4 1-1 or provided equivalent graspability.
HANDRAIL CONNECTION RAFTER TO PLATE/STUD CONNECTION 1).Type 1.Handrails with circular cross section shall have an
ALL HANDRAILS SHALL BE CONTINUOUS THE FULL LENGTH
RAFTER TO PLATE/STUD CONNECTION LOCATION USP NUMBER DESCRIPTION APPLICATION outside diameter of at least 1414 inches and not greater
LOCATION USP NUMBER DESCRIPTION APPLICATION than 2 inches.If the handrail is not circular it shall have a
OF THE STAIRS. HANDGRIP PORTION OF ALL HANDRAILS RAFTER/PLAT RT15 TYDOWN ANCHOR CONNECT EACH O
CONNECT TO RAFTER TO PLATE POST-TO-DECK CONNECTION perimeter dimension of at least 4 inches and not greater rT,
SHALL NOT BE LESS THAN 1-1/4"NOR MORE THAN 2"IN 4°-6'RAFTER RT10 10.3/4"x 18ga.TYDOWN ANCHOR EACH RAFTER than 6-1/4 inches with a maximum cross section of O 1"t"1
CONNECT OVER USE MIN.(2)1/2"DIA.GALV.BOLTS WITH WASHERS AND NUTS 1�
CROSS SECTIONAL DIMENSION,OR THE SHAPE SHALL PLATE/WALL SPTH4 STUD PLATE ANCHOR dimension of 2-1/4 inches. r
PLATES TO EACH STUD
PROVIDE AN EQUIVALENT GRIPPING SURFACE 8"-12"RAFTER RT20 21-118"x 20ga.TYDOWN ANCHOR CONNECT TO
EACH RAFTER 2).Type It.Handrails with a perimeter greater than 6-1/4
inches shall provide graspable finger recess area both P
sides the profile.The tinged recess shall begin with a
distance of 3/4 inch measured vertically from the tallest
4"MAX. portion of the profile and achieve a depth of at least 5/16 H
4'DIA.MAXIMUM inch within 7/8 inch below the widest portion of the
GIRDER/HEADER profile.The required depth shall continue for at least w
inch to a level that is not less than 1-3/4 inches below the
tallest portion of the profile.The minimum width of the ^
° GIRDER/HEADER handrail above the recess stall be 1-1/4 inches to a
maximum of 2-3/4 inches.Edges shall have a minimum
Z JOIST POST/COLUMN ° radius of 0.01 inches. P4 W
f o°
:o POST/COLUMN /'1�
NAILING SCHEDULE � / � 1�u/���1
GIRDER/HEADER OOF SHEATH +\/ `j.� W /� O
JOINT DESCRIPTION NAIL NAIL NOTES V Y�/
QTY. SPACING r I,
POST-TO-GIRDER/HEADER CONNECTION AS PER TABLE 3.8 \V/
LOCATION USP NUMBER DESCRIPTION APPLICATION STRUCTURAL PANEL 8d WFCM-SBC Q
DECK/PORCH RAILING SPLICED JOISTS CHER HEADER/GIRDER 4x4SOLIDCOLUMN PBS44/PBSE44/KC44 P05-F CAP ANCHO APPLY TO EACH COLUMN CLLOCATION USP NUMBER DESCRIPTION APPLICATION 6x6SOLIDCOLUMN PBS66/PBSE66/KC66 POST CAP ANCHO APPLY TO EACH COLUMN POST-TO-GIRDER/HEADER CONNECTION ROOF FRAMING:
HOLLOW COLUMN SIMPSON STRRI/2 H.C. ANCHOR APPLY TO EACH COLUMN USE MIN.(2)1/2"DIA.GALV.BOLTS WITH WASHERS AND NUTS JOINT DESCRIPTION NAIL NAIL NOTES
JOI5T TO GIRDER/HEADER RTIO TYDOWN ANCHOR CONNECT TO EACH JOI QTY. SPACING O
RAFTER TO B'WALL-3-8d COMMOI, EACH TOE-NAIL
TOP PLATE 10'WALL:4-8d COMMO RAFTER
CEILING JOIST 8'WALL:3-8d COMMOI, EACH TOE-NAIL
TO TOP PLATE 10'WALL:48d COMMO JOIST
CEILING JOIST TO AS PER TABLE 3.7 EACH FACE
BEA
o PARALLEL RAFTER WFCM-SBC LAP NAIL
BEARING PLATE GIRDER CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE
OVER PARTITION WFCM-SBC LAP NAIL
COLLAR TIE AS PER TABLE 3.4 EACH FACE
TO RAFTER WFCM-SBC END NAIL
° WOOD 301ST TO BLOCKING
RAFTER EACH TOE
-8d COMMON END NAIL
RIM BOARD EACH END
LEDGER II ••' TO RAFTER 2-16d COMMON END NAIL
° GIRDER/HEADER II TO PIER
WOOD JOIST 0 WOOD JOIST WALL FRAMING:
JOINT DESCRIPTION NNAIL
QTY SPACING NOTES
FLUSH JOISTS WITH HEADER/GIRDER DOUBLE 2x TOP PLATE TO I (MINIMUM) TOP PLATE 2-16d COMMO PER FOOT FACE NAIL
CEILING JOIST TO BLDG.CONNECTION ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH I I FOR HEADER HEADER/GIRDER-TO-POST CONNECTION TOP PLATES AT JOINTS FACE
LEDGER TO BE CONNECTED TO BLDG.USING 1/2"DIA.BOLTS @16'OC WITH WASHERS THE PROPER STEEL CONNECTOR. I I OR BEAM LOCATION I USP NUMBER I DESCRIPTION APPLICATION INTERSECTIONS 4-16d COMMO EA.SIDE NAIL
IF ABLE,SET FIR JOISTS APROX.1/4'HIGHER THAN LVL HEADERS
TO ALLOW FOR SHRINKAGE. ROD II (2)BEAMS PAU44 OR WE44 POST/BEAM ANCHOR APPLY TO EACH PIE STUD TO 24" FACE
REQUIRED II STUD 2-16d COMMO O.C. NAIL
FOR STU (3)BEAMS IPAI J66 OR WE66 POST/BEAM ANCHOR APPLY TO EACH PIE
HEADER TO 16d COMMON 16"O.C. FACE
HEADER ALONG EDGES NAIL
FLASHING TUCKED UNDER �I TOP OR BOTTOM 2-16d COMMOt PER 2x4 STUD END
TOP PIECE OF SIDING AND PLATE TO STUD 3-16d COMMOt PER 2x6 STUD NAIL
LAPPED OVER FIRST CONTIN. BOTTOM PLATE TO;
THREADED ROD FLUOR JOTS-f,BAND IOIST, 2-16d COMMO FOOT FACE NAIL
PIECE OF SIDING BELOW
1/2"DIA.LAG BOLTS W/WASHERS
CNW COUPLER NUT END JOIST OR BLOCKING D RAW N BY. ID
CONNECTED TO BLDG.@16'OC SYRINGE POST DECK FRAMING:
®16, MINIMUM
al ; END DISTANCE JOINT DESCRIPTION NAIL NAIL
mwQTY. SPACING
asTs
SPACING
JOIST TO: PER TOE 2/5/2021
FLOOR FRAMING
ANCHOR MINIM M � t SILL.TOP PLATE OR GIRDER 4-8d COMMO JOIST NAIL
.� PIER 16'T0.EAD ��
2x JOISTS o °ENa ANCE CONCRETEETE FOOOTING BRIDGING 2-8d COMMO EACH TOE
ADLCr TRTO JOIST END NAIL
a - conk sine ��i` •ty
Ins REGI •a•� •r•� BLOCKING EACH TOE TO JOIST END NAIL
BLOCKING FOR _ • 2-Bd COMMO SCALE: SEE PLAN
JOIST Hp•. ••
ANGER
LAG BOLTS % ° cxo c °' aPl nvu� BLOCKING TO: EACH TOE
3'—D r='•PIER HOLLOW COLUMN UPLIFT SILL OR TOP PLATE 3-16d COMMO BLOCK NAIL
RIM JOIST/BD. o.n .>•9� 's9' SIMPSON STRONG TIE MODEL STRRI/2 LEDGER STRIP EACH FACE
L •''rd INSTALL AS PER MANUFACTURE'S RECOMENDATIONS DECK POST FTG.CONNECTION TO BEAM 3-16d COMMO OIST NAIL
'•a .�° ILOCATIONI USP NUMBER DESCRIPTION APPLICATION
101ST ON LEDGER P TOE SHEET N O■
P
3-8d COMMO
4X4 POST PAU44 OR WE44 POST/BEAM ANCHOR APPLY TO EACH FOOTIN TO BEAM �,JOI
DECK/PORCH LEDGER CONNECTION LEDGER CONNECTION 6X6 POST PAU66 OR WE66 POST/BEAM ANCHOR APPLY TO EACH FOOTIN BAND JOIST �M
TO JOIST 3-16d COMMO NTI N
BAND JOIST TO: R,
SILL OR TOP PLATE 2.16d COMMO F �G
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