HomeMy WebLinkAbout45055-Z �Og�fFal�-�oGy Town of Southold 4/17/2021
P.O.Box 1179
0
o _ 53095 Main Rd
4,1 �ao`�. Southold,New York 11971
CERTIFICATE OF OCCUPANCY
No: 41970 Date: 4/17/2021
THIS CERTIFIES that the building ADDITION/ALTERATION
Location of Property: 7930 Indian Neck Ln,Peconic
SCTM#: 473889 Sec/Block/Lot: 86.-7-7.3
Subdivision: Filed Map No. Lot No.
conforms substantially to the Application for Building Permit heretofore filed in this office dated
7/21/2020 pursuant to which Building Permit No. 45055 dated 8/4/2020
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 entry addition to existing single-family dwelling as applied for.
The certificate is issued to Dart,Edward
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL
ELECTRICAL CERTIFICATE NO.
PLUMBERS CERTIFICATION DATED W
A 'ze S ature
FFol�o TOWN OF SOUTHOLD
��o gay BUILDING DEPARTMENT
y z TOWN CLERK'S OFFICE
SOUTHOLD, NY
a1 00
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#: 45055 Date: 8/4/2020
Permission is hereby granted to:
Dart, Edward
PO BOX 1
Peconic, NY 11958
To: construct covered entry to existing single-family dwelling as applied for.
At premises located at:
7930 Indian Neck Ln, Peconic
SCTM # 473889
Sec/Block/Lot# 86.-7-7.3
Pursuant to application dated 7/21/2020 and approved by the Building Inspector.
To expire on 2/312022.
Fees:
SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $216.80
CO -ADDITION TO DWELLING $50.00
Total: $266.80
Buildin ctor
Form No.6
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
TOWN BALL
765-1802
APPLICATION FOR CERTIFICATE OF OCCUPANCY
This application must be filled in by typewriter or ink and submitted to the Building Department with the following:
A. For new building or new use:
I. Final survey of property with accurate location of all buildings,property lines,streets,and unusual natural or
topographic features.
2. Final Approval from Health Dept.of water supply and sewerage-disposal(S-9 form).
3. Approval of electrical installation from Board of Fire Underwriters.
4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead.
5. Commercial building,industrial building,multiple residences and similar buildings and installations,a certificate
of Code Compliance from architect or engineer responsible for the building.
6. Submit Planning Board Approval of completed site plan requirements.
B. For existing buildings(prior to April 9,1957)non-conforming uses,or buildings and"pre-existing"land uses:
1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic
features.
2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is
denied,the Building Inspector shall state the reasons therefor in writing to the applicant.
C. Fees
1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00,
Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00.
2. Certificate of Occupancy on Pre-existing Building- $100.00
3. Copy of Certificate of Occupancy-$.25
4. Updated Certificate of Occupancy- $50.00
5. Temporary Certificate of Occupancy-Residential$15.00,Commercial$15.00
Date. 07
New Construction: -� Old or 'Pre-existing' ffB`uil'ding: (check one)
/
Location of Property:_723-0 W M -J G A �I C—
House No. Street Hamlet
Owner or Owners of Property: E j� t (J I
Suffolk County Tax Map No 1000,Section li ID Block Lot
Subdivision Filed Map. Lot:
Permit No. q6Q�i,5 lute of Permit. Applicant:
Health Dept.Approval: Underwriters Approval:
Planning Board Approval:
Request for: Temporary Certificate Final Certificate: v e one)
Fee Submitted:$ ,
Applicant 5i ure
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# # TOWN OF SOUTHOLD BUILDING DEPT.
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INSPECTION '
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[ FOUNDATION 1ST [ ] ROUGH PLBG.
:[ ] FOUNDATION 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
REMARKS:
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DATE 211INSPECTOR
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# # TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
[ ] FOUNDATION IST [ ] RO GH PL13G.
[ ] ,FOUNDATION 2ND [ ] SULATION/CAULKING
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[ ] FIRE'RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] PRE C/O
REMARKS:
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FIELD INSPECTION REPORT DATE Aft CONNMNTS
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FOUNDATION(IST)
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FOUNDATION(2ND)
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PLUMBING
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INSULATION PER N.Y.
STATE ENERGY CODE
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ADD TION' Ct91 fMENTS
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TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST
BUILDING DEPARTMENT Do you have or need the following,before applying?
TOWN HALL Board of Health
SOUTHOLD,NY 11971 4 sets of Building Plans
TEL: (631) 765-1802 Planning Board approval
FAX: (631)765-9502j�`L Survey
Southoldtownny.gov PERMIT NO. ((�� Check
Septic Form
N.Y.S.D.E.C.
Trustees
C.O.Application
Flood Permit
Examined ,20,9(() Single&Separate
Truss Identification Form
Storm-Water Assessment Form
+ ! Contact:
Approved ,20�� �.r- JUL 2 2020 Mail to: lit/
Disapproved a/c
L9 n I31.T.II, El'T.`.
Phone: 7 3
Expiration 20 «��q:g T F:!_ ;J'f
Building Spector
APPLICATION FOR BUILDING PERMIT
Date_&'_r7 -7 '?4 ZO , 20
INSTRUCTIONS
a.This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4
sets of plans,accurate plot plan to scale.Fee according to schedule.
b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or
areas,and waterways.
c.The work covered by this application may not be commenced before issuance of Building Permit.
d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit
shall be kept on the premises available for inspection throughout the work.
e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector
issues a Certificate of Occupancy.
f.Every building permit shall expire if the work authorized has not commenced within 12 months after the date of
issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the
property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an
addition six months.Thereafter,a new permit shall be required.
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,or 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 for necessary inspections.
(Signature of applicant or name,if a corporation)
(Mailing address of applicant)
State whether applicant is owner, lessee, age , architect, a neer, general contractor, electrician,plumber or builder
Name of owner of premises EkWAU
(As on-the tax rot orlatestdeed)-
If applicant is a corporation, signature of duly authorized officer
(Name and title of corporate officer)
Builders License No.
Plumbers License No.
Electricians License No.
Other Trade's License No.
1. Locat'on of land on which proposed o k will be done:
791 � N C) � l� ofn1G0�j
House Number Street Hamlet
County Tax Map No. 1000 Section Block Lot 7.
iT
Subdivision Filed Map No. Lot
2. State existing use and occupancy of premises and intended use and occupancy of proposed construction:
a. Existing use and occupancy 'i KI 6,v I FXAl Is 112�PS
b. Intended use and occupancy nj
3. Nature of work(check which applicable):New Building Addition Alteration
Repair Removal Demolition Other Work
(Description)
4. Estimated Cost Fee
(To be paid on filing this application)
5. If dwelling, number of dwelling units Number of dwelling units on each floor
If garage, number of cars
6. If business, cqLrnnercial omni;ed occ p cy, specify nature and extent of each type of use.
7. Dimensions�f-
exis tructurlress,, if any:Front Rear Depth
Height Number of Stories
Dimensions of same structure with alterations or additions: Front Rear
i
Depth Height Number of Stories
8. Dimensions of entire new construction: Front Rear Depth
Height Nu bel-of Slories
9. Size of lot: Front Rear Depth E
10.Date of Purchase Name of Former Owner
11.Zone or use district in which premises are situated P47:o
12.Does proposed construction violate any zoning law, ordinance or regulation?YES NO
13.Will lot be re-graded?YES NO Will excess fill be removed from premises?YES /'NO
14.Names of Owner of premisesPP412 T- Address Phone No.CO
Name of Architect Address Phone No
Name of Contractor Address Phone No.
15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO
* IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY��QUIRED.
b.Is this property within 300 feet of a tidal wetland? * YES NO
* IF YES,D.E.C. PERMITS MAY BE REQUIRED.
16. Provide survey,to scale,with accurate foundation plan and distances to property lines.
17. If elevation at any point on property is at 10 feet or below,must provide topographical data on survey.
18. Are there any covenants and restrictions with respect to this property? *YES NO�
* IF YES,PROVIDE A COPY.
STATE OF NEW YORK)
SS:
COUNTY OF-9j,
being duly sworn,deposes and says that(s)he is the applicant
(Name of individual signing contr ct)above named,
CONNIE D.BUNCH
(S)He is the
Notary Public,State of New York
No.01131161855050
(Contractor,Ageo,Corpollate Officer,et(6jalifled in Suffolk County
Commission Expires April 14,2
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 knowledge and belief; and that the work will be
performed in the manner set forth in the application filed therewith.
Sw o before me thi
q' day of 20 �
Notary Public Signature of Applicant
Scott A. Russell ��� � STO -MWA\TIER
SUPERVISOR MANAGEMENT
50I1 MOW TOWN HALL-P.O.Box 1179
WM MamRoad-SOUMOLD,NEW YORK 11M a �f Tow of Soutof
CHAFrER 236 - STORAWATER AIANAGEMFNT WORK SHEET
( TO BE COMPLETED BY THE APPLICANT)
DOES UMS PR ' 11SWOLVE ANTY OF MAE FOLWWI G-.
Yes No (CMC€c AM THAT AFMn
9A.. Clearing, grubbing, grading or-stiipping of land which affects more
than 5,000 square-feet of ground surface.
B. Excavation or filling involving more than 200 cubic yards of -material
within any parcel or any contiguous area.
C, Site preparation on slopes which exceed 10 feet vertical rise to
100 feet of horizontal distance.
D. Site preparation within 100 feet of wetlands, beach, bluff or coastal
erosion hazard area.
® E. Site preparation within the one-hundred-year floodplain as depicted
on FHW Nap of any watercourse.
F. Installation of new or resurfaced impervious surfaces of 1,000 square
feet or more, unless prior approval .of a Stormwater Management
Control Plan was received by the Town and the proposal includes
in-kind replacement of impervious surfaces.
U YOU awwared NO to tof the qUMUM tie,STOpi plefe the Applitant seetinn below nth you Dame,
S%nature, Contaet hiftmauun, Mc & CduntY Tax Map Number! tlapter 23£does ntt'1 anly to year prije&
if you answered-YES to one or mote of the alae,please suwt We eatties of a Sterunvater managemezai COMM Plan
and a completed Check List Form to the Being Department witfi—your BuRdmg Permit Applkadon.
AEWCANT-- (PropertY Owner,Design i.Ate,Contravor.00;M S.C.TIVI. 1000 Date
NAME M K ® r 2�
Block W
conlw ` FOR B1.11LD1NG DEPARTMENT USE€ NLY
- -- - -— - — — — — —- - — — — — — - - Reviewed By.
Property Address/ Location of Construction Work- — — — _ Date:
Approver!for processing Building Permit. — — —
stormwater Management Control Plan Not Required.
Stor€iiwater Management Control Pian is Required.
(Forwp and to Engineering Depwment for Review.)
FORM � SMCP-TOS MAY 2044
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5
Town Hall Annex Telephone(631)765-1802
54375 Main Road t Fax(631)765-9502
P.O.Box 1179
Southold, IVY 11971-0959
BUILDING DEPARTMENT
NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION PRE-ENGINEERED
WOOD CONSTRUCTION AND/QR TW ER CONSTRUCTION
Date: ieZo
Owner: LOY
Location of Property: _ 7?k N01 6C&C f e CeW I C.
Please take notice that the (check applicable line):
New commercial or residential structure
_ Addition to existing commercial or residential structure
Rehabilitation to an existing commercial or residential structure
to be constructed or performed at the subject property reference above will utilize
(check applicable line):
Truss type construction(TT)
Pre-engineered wood construction (PW)
---, Timber construction(TC)
in the following locations)(check applicable line):
Floor framing, including girders and beams (F)
Roof framing (R)
i
Floor an ming (FR)
Signature:
Name(person submitting this form):
Capacity(check applicable line):
Owner
Owner representative
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SITE 0ATA SCTM * 1000-8ro-01-13
DESCRIPTION: AREA LOT COVERAGE: EXCAVATE: FILL:
APPROVED AS NOTED PROPERTY: 54501.0 SQ.FT. 1.25 ACRES
DATE: B.P.# �Q ESTIMATED AREA OF 2500 SQ. FT.y:7 _ W
GROUND DISTURBANCE:
FEE: BY:_ H
NOTIFY BUILDING DEPARTMENT AT
\ 765-1802 8 AM TO 4 PM FOR THE EXISTING HOUSE: 1408.9 SQ.FT. 2.6% W
\ FOLLOWING INSPECTIONS: -
1. FOUNDATION - TW' REQUIRED EXISTING EAST PORCH: 66.7 SQ.FT. 0.1%
FOR POURED CO',CRTE Q
\ \ 2. ROUGH - FRAMIN' r LUMBING EXISTING WEST PORCH: 732.0 SQ. FT. 1.3%
3. INSULATION
�,> 4. FINAL - CONSTRUCTION MUST EXISTING GARAGE: 675.6 SQ.FT. 1.2%
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PROPOSED HOUSE ROOF: 55.1 SQ. FT. 0.1% 4 CU.YD. 2 CU.YD, 94
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CODE: 2020 IRC, 2020 NYS UNIFORM
CLIMATIC&GEOGRAPHIC DESIGN CRITERIA FIRE PREVENTION AND BUILDING CODE
GROUN WIND SEISMIC fROiT IWINTE11ICESHIELDFLOOD
WiND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWlNGS SNOW SPEEDDESIGN WEATHERIN LINE TERMITE DECAY DESIGNUNRE REQUIRED
HAZARDS
LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED W
20 PSF 130 B SEVERE 3 FT. MODERATE SLIGHT TOTO HEAVY MODERATE 11 NONE -
USE THE FOLLOWING OR APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION.FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UP.IFT LOAD CAPACITY.
SOIL COMPACTION: Q
4"MAX. 1).CONTRACTOR TO PROVIDF SOIL TEST TO VERITY EXISTING CONDITIONS.MINIMUM 3000# )
y 1 KING STUDS CAPACITY. v
T' IT 2).NEW FILL TO BE CLEAN OF ORGANIC MATERIAL CONTRACTOR TO VERIFY EXISTING SOIL
CONDITIONS PRIOR TO FILL.REMOVE AND ADD ADDITIONAL FILL AS NEEDED.
4"DIA.MAXIMUM 3).COMPACTION OF NEW FILL SHALL BE AT LEAST 957 PROCTOR DENSITY(PER ASTM D 698
CRIPPLE STUD AND ASTM D 1557Y A P). COMPACT THE SOIL AT 12"LIFTS(TYPICAL).CONTRACTOR TO HAVE W
RAFTER 9 z I FILL TESTED BROFFESSIONAL AGENCY FOR COMPACTION.
LEDGER
RIDGE HEADER O
DECK AND COVERED PORCH NOTES:
1).Unless otherwise noted,all framing material to be#1 ACQ pressure treated lumber. a
Z
JACK STUDS All fasteners,hangers and anchors to be galvanized or stainless steel. O
RAFTER
�0 2).Girders for 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
into concrete with a minimum 1/2"dia x T long anchor bolt with washers and nuts. ^w
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 WAHERS HEADER-TO-P( N footing.Use a minimum 1/2"dia x 7"long anchor bolt with washers and nuts.Footings Shall
RIDGE-TO-RAFTER CONNECTION RAFTER SIZE USP NUM13ER1 DESCRIPTION APPLICATION LOCATION USP NUMBER DESCRIPTION APPLICATION be 3 ft.below grade.
STAIR RAILING LOCATION USP NUMBER DESCRIPTION APPLICATION 2x6-2x8 L526 18ga.SLOPE HANGER APPLY TO EACH RAFTER/IEDGI ALL OPENINGS LSTA12 1-1/4"x12"20ga.STRAP APPLY TO EACH JACK STUD 4).Deck joists to have blocking at 8'0 o.c..
ROOF I LSTA24 1-1/4"x24"20ga.STRAP I APPLY OVER RIDGE TO EACH RAFTER I 2X10 I LS210 118ga.SLOPE HANGER APPLY TO EACH RAFTER/LEDGI ALLOPENINGSIRT3ORRT71 TYDOWN ANCHOR I APPLY TO EACH CRIPPLE STU
5).Flashing shall be installed between the building and ledger.Lapping up the sheathing
and over the ledger.Ledger to be fastened to building with 1/2"dia.bolts with washers
1-1/2"SPACE 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 Z-MAX tripple protective coating or equal W /1
POST for any contact with ACQ. O
TOP PLATE 1V—�1
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if, BALUSTERS RIM/DECK 101ST ° HANDRAIL NOTES: O � W
WALL STUD WALL STUD U Z
OPEN BALUSTER ATTACHED TO WALL Q o All required handrails shall be of one of the following types
or provided equivalent graspability. W
HANDRAIL CONNECTION RAFTER TO PLATE/STUD CONNECTION 1).Type I.Handrails with circular cross section shall have an r�-S Z
RAFTER TO PLATE/STUD CONNECTION LOCATION USP NUMBER DESCRIPTION APPLICATION outside diameter of at least 1-1/4 inches and not eater
ALL HANDRAILS SHALL BE CONTINUOUS THE FULL LENGTH
OF THE STAIRS. HANDGRIP PORTION OF ALL HANDRAILS LOCATION USP NUMBER DESCRIPTION APPLICATION CONNECT EACH than 2 inches.If the handrail is not circular it shall have a
RAFTEWPIAT RTlS TYDOWN ANCHOR perimeter dimension of at least 4 inches and not greater
SHALL NOT BE LESS THAN 1-1/4'NOR MORE THAN 2"IN 4"-6•RAFTER RTIO 10-3/4"x 18 a.TYDOWN ANCHOR CONNECT ER RAFTER TO PLATE 1/2'POST-TO-DECK CONNECTION g „( 1—I U
g EACH RAFTER than 6-1/4 inches with a maximum cross section of �'`f i' /1 U
CROSS SECTIONAL DIMENSION,OR THE SHAPE SHALL PLATE/WALL SPTH4 STUD PLATE ANCHOR CONNECT OVER USE MIN.(2)1/2"DIA.GALV.BOLTS WITH WASHERS AND NUTS dimension of 2.1/4 inches. F--1 W
PROVIDE AN EQUIVALENT GRIPPING SURFACE 8"•12"RAFTER RT20 21-1/8"x 20ga.TYDOWN ANCHOR CONNECT TO PLATES TO EACH STUD ^ ~J. a
EACH RAFTER 2).Type II.Handrails with a perimeter greater than 6-1/4 M►�'�'ll �"
inches shall provide graspable finger recess area on both
sides of the profile.The finger 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
inch within 7/8 inch below the widest portion of the
4"DIA.MAXIMUM GIRDER/HEADER profile.The required depth shall continue for at least 3/6
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 I=
handrail above the recess shall be 1-1/4 inches to a t-••1
maximum of 2-3/4 inches.Edges shall have a minimum N G1
Zo° radius of 0.01 inches.
JOIST POST/COLUMN M4 �-•1 O
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STRUCTURAL PANEL V
LOCATION USP NUMBER DESCRIPTION APPLICATION WFCM-SBC
SPLICED JOISTS OVER HEADER/GIRDER 4x4 SOLID COLUMN PBS44/PBSE44/KC44 POST CAP ANCHOR APPLY TO EACH CCLUMN O N 00 \
DECK/PORCH RAILING �/ r,
6x6 SOLID COLUMN P6566/PBSE66/KC66 POST CAP ANCHOR APPLY TO EACH CCLUMN ROOF FRAMING:
LOCATION USP NUMBER DESCRIPTION APPLICATION POST-TO-GIRDER/HEADER CONNECTION
HOLLOW COLUMN SIMPSON STRRI/2 H.C. ANCHOR APPLY TO EACH CCLUMN JOINT DESCRIPTION NAIL NAIL NOTES ,� O m +•'
101ST TO GIRDER/HEADER RTIO TYDOWN ANCHOR CONNECT TO EACH JOTS USE MIN.(2)1/2"DIA.GALV.BOLTS WITH WASHERS AND NUTS QTY. SPACING '" X +'
RAFTER TO B'WALL:3-8d COMMO EACH ^�+
TOP PLATE 10'WALL:4-8d COMMO RAFTER TOE-NAIL C
CEILING JOISTS'WALL-3-8d COMMO EACH U Cr)
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JOIST ct
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PARALLEL RAFTER WFCM-SBC LAP NAIL r. I
BEARING PLATE CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE .1c 4 W
GIRDER OVER PARTITION WFCM_SBC LAP NAIL
COLLAR TIE AS PER TABLE 3.4 EACH FACE
TO RAFTER WFCM_SBC END NAIL
° WOOD JOISTBLOCKING EACH TOE
s 2•Sd COMMON
TO RAFTER END NAIL
RIM BOARD EACH END
LEDGER 4 •' 2-16d COMMON
o GIRDER/HEADER I CONCRETE PIER TO RAFTER END NAIL
1
WOOD JOIST ••i
WOOD JOIST ,
WALL FRAMING:
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NAIL
JOINT DESCRIPTION QTY SPACING NOTES U
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FLUSH JOISTS WITH HEADER/GIRDER DOUBLE 2x TOP PLATE TO PER
1 (MINIMUM) 2-16d COMMO FACE NAIL
CEILING JOIST TO BLDG,CONNECTION TOP PLATE FOOT V1
ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH II 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 OR BEAM INTERSECTIONS 4.16d COMMO EA.SIDE NAIL
IF ABLE,SET FIR JOISTS APROX.1/4"HIGHER THAN LVL HEADERS I LOCATION USP NUMBER DESCRIPTION APPLICATION
TO ALLOW FOR SHRINKAGE. ROD I I (2)BEAMS PAU44 OR WE44 POST/BEAM ANCHORI APPLY TO EACH PIE STUD TO 24" FACE
REQUIRED I t STUD 2-I6d COMMO O.C. NAIL
FOR STU (3)BEAMS IPAU66 OR WE66 POST/BEAM ANCHOR APPLY TO EACH PIE
HEADER TO 16d COMMON 16"O.C. FACE N
HEADER ALONG EDGES NAIL E_FLASHING TUCKED UNDER 1
s I TOP OR BOTTOM 2-I6d COMMO PER 2x4 STUD END
TOP PIKE OF SIDING AND PLATE TO STUD 3-16d COMMOP PER 2x6 STUD NAIL
LAPPED OVER FIRST CONTIN. BOTTOM PLATE TO:
PIECE OF SIDING BELOW THREADED RODFLOOR JOIST,BAND JOIST, 2-16d COMMO FOOT FACE NAIL
1/2"DIA.LAG BOLTS W/WASHERS CNW COUPLER NUT END JOIST OR BLOCKING
CONNECTED TO BLDG.@16"OC STRINGf0. POST V
®16 MINIMUM DECK FRAMING:
a)rHPu- END DISTANCE JOINT DESCRIPTION NAIL NAIL NOTES
pOLTs QTY. SPACING �I
Pau Posy � ell JOIST TO: PER TOE
ANCHOR 'db • ° • 4•Sd COMMO
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M s• SILL,TOP PLATE OR GIRDER JOIST NAIL°•� o ' ENS ANCE BRIDGING EACH TOE4 " � 12"x12"x12" ' TO)01ST 2-Sd COMMO END NAIL
••}f� CONCRETE FOOTINGya � ♦ � BLOCKING EACH TOE
BLOCKING FOR TO JOIST 2-8d OOMMO END NAIL
JOIST HANGER 4 'R• •''v DECK INE • >
LAG BOLTS Jr•p '�? CONC ;AJ! PER PIAN BLOCKING TO: EACH TOE
3'-0 Y=•p1Ea HOLLOW COLUMN UPLIFT SILL OR TOP PLATE 3-I6d COMMO BLOCK NAIL
RIM JOIST/BD. a' l9• >��4•,
J•s_ " s " r SIMPSON STRONG TIE MODEL MRI/2 LEDGER STRIP EACH FACE
'L f INSTALL AS PER MANUFACTURE'S RECOMENDATIONS DECK POST FTG.CONNECTION TO BEAM 3•16d COMMOP I JOIST NAIL
ILOCATIONI USP NUMBER I DESCRIPTION APPLICATION JOIST ON LEDGER 3 PER TOE y 1�
4X4 POST /qR
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TOIOIST JOIST All,
BAND JOIST TO: 2_I6d COMMO PER OE1NAf�-- 1
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