HomeMy WebLinkAbout41821-Z 4% Town of Southold 8/22/2017
P.O.Box 1179
ca
a -
53095 Main Rd
Southold,New York 11971
CERTIFICATE OF OCCUPANCY
No: 39154 Date: 8/22/2017
THIS CERTIFIES that the building RESIDENTIAL ADDITION
Location of Property: 195 Youngs Ave., Southold
SCTM#: 473889 Sec/Block/Lot: 61.4-38.1
Subdivision: Filed Map No. Lot No.
conforms substantially to the Application for Building Permit heretofore filed in this office dated
7/11/2017 pursuant to which Building Permit No. 41821 dated 7/18/2017
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:
RECONSTRUCT FRONT PORCH ON AN EXISTING ONE FAMILY DWELLING AS APPLIED FOR
The certificate is issued to Fredriksson,Jim
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL
ELECTRICAL CERTIFICATE NO.
PLUMBERS CERTIFICATION DATED
w
ut ed Signature
�SofFat,r�oTOWN OF SOUTHOLD
moo ay BUILDING DEPARTMENT
y TOWN CLERK'S OFFICE
oy • SOUTHOLD, NY
dol � Sao
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#: 41821 Date: 7/18/2017
Permission is hereby granted to:
Fredriksson, Jim
195 Youngs Ave
Southold, NY 11971
To: reconstruct existing porch addition (roof to remain) to existing single-family dwelling as
applied for.
At premises located at:
195 Youngs Ave., Southold
SCTM # 473889
Sec/Block/Lot# 61.4-38.1
Pursuant to application dated 7/11/2017 and approved by the Building Inspector.
To expire on 1/17/2019.
Fees:
SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $384.80
CO -ALTERATION TO DWELLING $50.00
Total: $434.80
Building Inspector
Form No.6
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
TOWN HALL
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:
1. 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. 7 f l�//�'
New Construction: Old or Pre-existing Building: J (check one)
Location of Property: I?6 �Id(JJU — i \(� ®V//`�®LD
House No.// Street Hamlet
�J
Owner or Owners of Property: t �f �L�//V� F�P_DR X-5,50A/
uffolk County Tax Map No 1000, Section Block Lot _ �.
Subdivision Filed Map. Lot:
Permit No. _.` 1=4��0� _ Date of Permit. '`'-� , Appl' an
Health Dept. Approval: _Urfderwriters Appro`al; _
Planning Board Approval:
Request for: Temporary CertificateFinal Certificate: (check one,.�
Fee Submitted: $ ,,,-f' �
1icantA156Signature
SOF SOUK,
�o� olo
N O
�cu I
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
[ FOUNDATION 1 ST [ ] ROUGH PLEIG.
[ ]
PUNDATION 2ND [ ] INSULATION
[ FRAMING / STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ELECTRICAL INAL)
RE ARKS:
4q_&kz O�4
.11
< <Q K
DATE INSPECTOR
OF S0!/T
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PLEIG.
[ ] FOUNDATION 2ND [ ] I ULATION
[ ] FRAMING / STRAPPING [ FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRIC (FINAL)
REMARKS:
DATE N INSPECTOR
FIELD INSPECTION REPORT DATEMMENTS
FOUNDATION(1ST)
3
------------------------------------
C
FOUNDATION (2ND) rA
l'e O
ROUGH FRAMING&
PLUMBING y '�
^b
r
INSULATION PER N.Y: y
STATE ENERGY CODE (�
FINAL
ADDITIONAL COMMENTS
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rn
IN%
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y
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 44 s is of Building Plans
TEL: (631) 765-1802 Planning Board approval
FAX: (631) 765-9502 Survey
SoutholdTown.NorthFork.net PERMIT NO. Check
Septic Form
-TRIstees-
D C.O.Application
VFlood Permit
Examined ,M_U Single&Separate
Storm-Water Assessment Form
JUL 1 1 2017 Contact: fl
Approved ,20 2 - 1*
Disapproved a/c BUILDING DEPT.
TOWN OF S UTSOLD
Phone:
Expiratio 1 ,20
I B,.,/
Building Inspector
APPLICATION FOR BUILDING PERMIT
Date , 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, agent, architect, engineer, general contractor, electrician, plumber or builder
Name of owner of premises \,/rML /D��
(As on the tax roll or latest deed)
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. Location of land on which proposed work will be done:
/fS )IOU
fl—( 550y 17�04�
House Number Street Hamlet p
County Tax Map No. 1000 Section 61 Block Lot 3 OK
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
b. Intended use and occupancy
3. Nature-of work(check which applicable):New Building Addition Alteration
Repair Removal Demolition Other Work 96---PZ '4F Cx/5;7/ F0
r-• 1 (Description)
4. Estimated Cost /-1 _ 1 Feel C", ,
(To.belpaid on filing this application)
5. If dwelling, number of dwelling units ,'` Number of dwelling units on each floor
If garage, number of cars s�r,�, i It,tj(' ..4 ..
6. If business, commercial or mixed occupancy, specify,,nature,and,-extent;of each type of use.
7. Dimensions of existing structures, if any: Front Rear Depth
Height Number of Stories
Dimensions of same structure with alterations or additions: Front Rear
Depth Height Number of Stories
8. Dimensions of entire new construction: Front Rear Depth
Height Number of Stories
9. Size of lot: Front 7S-, `f3 Rear Depth x2601' 91-,,
10. Date of Purchase /! P O Name of Former Owner Z)iMA06/O
11. Zone or use district in which premises are situated
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_,k/
14. Names of Owner of premises Address Phone No.
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 BE REQUIRED.
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)
S:
COUNTY OF
C kj 1c_ ��Q���� ��'being duly sworn, deposes and says that(s)he is the applicant
(Name of indi#i ual signmg contract)above named,
(S)He is the o ��
(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 knowledge and belief; and that the work will be
performed in the manner set forth in the application filed therewith.
Sworn tto o before me this
day of 20l
Notary Public Signature of Applicant
Scott A. Russell s°s� ��� STO]KIMMA.-T EIK
SUPERVISOR NIA��A��GrIEI\M[]EINT
53095 Man OLD O
Road-SOUTHOLD,NEW YORK 911971 �
Town of Southold
CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET
( TO BE COMPLETED BY THE APPLICANT )
- --- - -- - - - - - - - ---- - - -- - - - -
- - - - - - -- - - - -- --- -
DOES THIS PROJECT INVOLVE ANY OF THE FOLLOWING:
Y6 NO (CHECK ALL THAT APPLY)
❑ A. Clearing, grubbing, grading or stripping 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.
❑ D E. Site preparation within the one-hundred-year f loodplain as depicted
j on FIRM Map 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.
If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name,
Signature,-Contact.Information, Date & County Tax Map Number! Chapter 236 does not apply to your project.
If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan
and a completed Check List Form to the Buitding Department with your Building Permit Application.
APPLICANT (Property Owner,Design Professional,Agent,Contractor,Other) S.C.T.M. #: 1000 Date:
�`� rn l D tact
NAME. it( C' 1 S�c'L® a✓�- I 7-11 7
Section Block Lot
r
1,0R B11-:ILDING3 DI P-;R'FNIEN-f_ L:�1: ONLY .F�..
Contact Information ��p'��1o9^93/-
� Tekjbcn,Numbed
R vie ed By
Date
Property Address / Location of Construction Work: — — — — — — — — — — — — — — ---
Approved
—
Approved for processing Building Permit
(�J R / Stormwater Management Control Plan Not Required.
� (al!-W� . f�- I_ ��-/� f ❑ Stormwater Management Control Plan is Required
(Forward to Engineering Department for Review)
FORM SMCP-TOS MAY 2014
SURVEY OF PROPERTY �
511UATE:50UTHOLD ��,
TOWN: SOUTHOLD o� o c
!BJFFOLK COUNTY, NY S
SURVEYED 08-26-03 O
AMENDED OG-24-03
UPDATE 08-14-2008, 08-Iq-2008
UPDATE 06-03-2011 ®�
SUFFOLK COUNTY TAX #
1000-61-4-38.1 - -
CERTEEM TO:
i
\ 0�' \ -
-run]Fseci�son&Blaine Ehdi�son ,-'"
UlsW Sa ]Bank 13 A0A ���\t� �� o o� -'' _
Company of New York el
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2 cy
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9(> -O 9iS 32f
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OF NEW
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-rte N �P �� h<� �,� �a,wthori:ed alteralon ar dddmlan to a e�rvey
NOTES:ES: '� I'f- map bear oa Ikereed lord s�rveyorS eem le a
8 s biatl f eeCNew Yo�S[aed,F.-t—Lary'
oOs�
10'%r34
�� �.'( ,�/�y.r_(� nh K m�k G op eonfr..tl l of Ilha bM i of teivrveyor§
v�•': -j r _ stmipee seoI Shan 1-con•.berad to be valid I—
.29' It,-, {. sapless
■ MONUMENT FOUND al�g IL Gerllikotbne mKalad hereon 5glfy hot hb
urveyowas prepared In accordance with fhe ex-
`• ` IM G de of Pracllce for Land Svrveye adopted
i (~ by the New York Stole Aeeocatlon of Prole»conal
Ver Land No,,, �SF��t�,ry ��LzJ/ oogarcy a�1,,Vto nerV`a earo
AREA = 14,615 5F or 0.34 AGRE5 na F', pit or F me I of a„tgneeee of the leMlro�tit6tfa Gartifka-
Zpa trio k r o f ae not tra eferobie to addlNa aI i,Nt bns
5EPTIG TANK 1200 GALLON WIig �( pp�� EHL
� ERS
LAND
T�
LEECHING POOLS 8' DIA. 8' DEEP EACH lir petty I [( T a fl..t HV R LAND E
INFO. PROVIDED BY OWNER �j �'
6 EAST WlAk�S ' � ' N.Y.S.LIC.NO.50202
GRAPHIC SCALE I"= 20' h fir. AD,N.Y. 11901 369-8289 Fax 369-8287
REF.—C:\User-.\John\Dropboy.\03\03\03-243 FWAL.SAO
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P, r ED AS NOTE
B.P. _ REVISIONS
FEE: BY:
NOTIFY BUILDING DEPART T AT COMPLY WITH ALL CODES OF OCCUPANCY 0
765-1802 8 AM TO 4 PM FOR THE NEW YORK STATE & TOWN CODES
FOLLOWING INSPECTIONS: AS REQUIRED AND CONDITIONS OF USE IS UNLAWFU
1. FOUNDATION - TWO REQUIRED
FOR POURED CONCRETE — WITHOUT CERT
2. ROUGH - FRAMING & PLUMBING $ tltlIdP64NNHJ689ARD
3. INSULATION OF OCCUPANC)
4. FINAL - CON iTRi CTION MUST 501 D f6N+IdiflHSTEES
BE COMPLETE FOR C.O.
ALL CONSTRUCTION SHALL MEET THE
REQUIREMENTS OF THE CODES OF NEW RETAIN STORM WATER RUNOFF
YORK STATE. NOT RESPONSIBLE FOR PURSUANT TO CHAPTER 236
DESIGN OR CONSTRUCTION ERRORS. OF THE TOWN CODE.
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SCALE: 19" 11-r
r JOB#:
July 10,2017
SITEET NUMBER-
A- 1
UMBERA- 1
FRAMING BEAM ON COLUMN DETAIL FRAMING PLAN General Notes
12'-0"
1x4 T&G DOUGLAS FIR DECKING '� REPLACE EXISTING
- FRAMING FOR FRONT
(3)2x8 MCA PORCH
1x4 T&G DOUGLAS FIR DECKING
2 -
W10-
81
CONTINUOUS BLOCKING O ALL NEW FRAMING TO BE
AS REQUIRED LL J IST MCA PRESSURE TREATED
�.-9"+ 2'-p" 6" p DECKING TO BE 1x4 T&G
DOUGLAS FIR CLEAR,
PRIMED
6X6 MCA POSTS� ,, LUMBER FASTENERS:
GRADE SIMPSON STRONG-TIE
15# BLDG PAPER FELT SIMPSON LU28
SIMPSON LUS28-3
OVER T/O EXISTING PIER SIMPSON PB66
SIMPSON BCS2-3/6
t 3 q_1 BEAMS NOTCHED -- ALL NAILS TO BE ZMAx MIN
12" SONOTUBE OVER EXISTING OR GALVANIZED NAILS OF
i CONCRETE FILLED L----J COLUMNS le U.S.OR CANADIAN
3000 PSI TYP. �i i MANUFACTURE ONLY
INSTALL SONOTUBE SO AS
PIC L
NOT TO UNDERMINE -
EXISTING ADJACENT PIER
s „
I !' !
I ST '
1/211
/2" = 1'-0" ---
3" = 1'-0" �
oo �
BEAM TO POST CONNECTION JOIST TO BEAM CONNECTION
POST TO FOOTING CONNECTION BEAM TO RIM JOIST CONNECTION
PI AL
(3)2x8 MCA BEAM 1� ,� ��`' y�v
PIC L
E: -AA-2)
G4 2334
ALL JOISTS 16" O.C.
o - -
8 8
SIMPSON BCS2-3/6 -
SIMPSON LU28 No. RevisionAssue Date
6x6 MCA POST Firm Name and Address
-3 2X8 MCA JOIST
SIMPSON PB-66 PIC -
(3)2X8 MCA BEAM
no . 0
-3
SIMPSON LUS28-3
MCA RIM JOISTS Project Name and Address
r
FREDRIKSSON PORCH
195 YOUNGS AVE
EXISTING ICE & WATER SHIELD SOUTHOLD, 11971
GRADE 5/8" EXISTING SHIPLAP SHEATHING
Project Sheet
PORCH
Date
1 of 1
20170621
- - Scale
1-1/2" - 1'-0" 3" = 1'-0" AS NOTED
NTS
REVISIONS
CODE: 2015 IRC. 2016 NYS
UNIFORM SUPPLEMENT
CLIMATIC&GEOGRAPHIC DESIGN CRITERIA
ICES
DESIGN
FLOOD
SNOW SPEED LINE TERMITE DECAY DESIGN E N HAZARD
SWIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS LOAD (MPH) ATEGORY DEPTH TEMP. REQUIRED
20 PSF 130 8 SEVERE 3 FT. MODERATE SLIGHT TO]TOHEAVY 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 UPLIFT LOAD CAPACITY.
SOIL COMPACTION:
4"MAX.
KING STUDS 1). CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY EXISTING CONDITIONS. MINIMUM 3000#
CAPACITY.
2). NEW FILL TO BE CLEAN OF ORGANIC MATERIAL. CONTRACTOR TO VERIFY EXISTING SOIL
4"DIA.MAXIMUM RAFTER CRIPPLE STUD CONDITIONS PRIOR TO FILL. REMOVE AND ADD ADDITIONAL FILL AS NEEDED.
_
3). COMPACTION OF NEW FILL SHALL BE AT LEAST 95% PROCTOR DENSITY (PER ASTM D 698
LEDGER AND ASTM D 1557). COMPACT THE SOIL AT 12" LIFTS (TYPICAL). CONTRACTOR TO HAVE e�
RIDGE HEADER FILL TESTED BY A PROFFESSIONAL AGENCY FOR COMPACTION.
z
RAFTER JACK STUDS DECK AND COVERED PORCH NOTES:
:o ).Unless otherwise noted,all framing material to be Nl ACQ pressure treated lumber.
All fasteners,hangers and anchors to be galvinized or stainless steel.
).Girders for deck joists to be bolted or anchored to each post or pier with washers and nuts
RAFTER-TO-LEDGER CONNECTION irders on concrete piers shall be anchored with proper steel connectors anchored
LEDGER TO BE CONNECTED TO BLDG.USING 1/2"DIA.BOLTS 16"OC WITH WASHERS HEADER-TO-POST/STUD CONNECTION into concrete with a minimum 1/2"dia x 7"long anchor bolt with washers and nuts.
RIDGE-TO-RAFTER CONNECTION RAFTER SIZE USP NUMBERI DESCRIPTION APPLICATION LOCATION JUSP NUMBERI DESCRIPTION APPLICATION
3).Posts supporting girders shall be anchored to a minimum 24"04"x12"thick concrete s�
LOCATION USP NUMBFR DESCRIPTION APPLICATION 2x6-2x8 LS26 18ga.SLOPE HANGER APPLY TO EACH RAFTER/LEDGE ALL OPENINGS LSTA12 1-1/4"xl2"20ga.STRAP APPLY TO EACH JACK STUD footing.Use a minimum 1/2"dia x 7"Ion anchor bolt with washers and nuts.Footings Shall N
STAIR RAILING 8• g g
ROOF I LSTA24 1-1/4"x24"20ga.STRAP I APPLY OVER RIDGE TO EACH RAFTER 2X10 I LS210 118ga.SLOPE HANGER APPLY TO EACH RAFTER/LEDGE ALLOPENINGSIRT30RRT71 TYDOWN ANCHOR JAPPLY TO EACH CRIPPLE STUD be 3 ft.below grade.
1-1/2"SPACE 4).Deck joists to have blocking at 8'0 o.c.. U
N a M
MINIMUM ).Flashing shall be installed between the building and ledger.Lapping up the sheathing M .�
and over the ledger.Ledger to be fastened to building with 1/2"dia.bolts with washers
and nuts at 16"o.c.
T-1 RAFTER U 2
HANDRAILS 6).Concrete piers shall be a minimum 6"above grade. ti °
IT
RAFTER ).All joists to be supported with hangers and anchors.Each Joist shall also be anchored U O
to girder(s). �' n
POST U
TOP PLATE ).Covered Roofs shall be assembled and anchored the same manner as a typical building. �
TOP PLATE 9).Use Simpson hangers and anchors with Z-MAX tripple protective coating or equal m
for any contact with ACQ. o
BALUSTERS
WALL STUD RIM/DECK JOIST 0
OPEN BALUSTER ATTACHED TO WALL WALL STUD G HANDRAIL NOTES:
All required handrails shall be of one of the following types
HANDRAIL CONNECTION RAFTER TO PLATE/STUD CONNECTION or provided equivalent graspability.
RAFTER TO PLATE/STUD CONNECTION LOCATION USP NUMBER DESCRIPTION APPLICATION
ALL HANDRAILS SHALL BE CONTINUOUS THE FULL LENGTH 1).Type I.Handrails with circular cross section shall have an
OF THE STAIRS. HANDGRIP PORTION OF ALL HANDRAILS LOCATION USP NUMBER DESCRIPTION APPLICATION CONNECT EACH
RAFTER/PLAT RT15 TYDOWN ANCHOR outside diameter of at least 1-1/4 Inches and not greater
SHALL NOT BE LESS THAN 1-1/4"NOR MORE THAN 2"IN 4"-6"RAFTER RT10 10.3/4"x 18ga.TYDOWN ANCHOR CONNECT TO RAFTER TO PLATE POST-TO-DECK CONNECTION than 2 inches.If the handrail is not circular It shall have a
EACH RAFTER CONNECT OVER USE MIN.(2)1/2"DIA.GALV.BOLTS WITH WASHERS AND NUTS perimeter dimension of at least 4 inches and not greater
CROSS SECTIONAL DIMENSION,OR THE SHAPE SHALL PLATE/WALL SPTH4 STUD PLATE ANCHOR
PROVIDE AN EQUIVALENT GRIPPING SURFACE 8"-12"RAFTER RT20 21-1/8"x 20 a.TYDOWN ANCHOR CONNECT TO PLATES TO EACH SPUD than 6-1/4 inches with a maximum cross section of
g EACH RAFTER dimension of 2-1/4 inches. W
H
2).Type 11.Handrails with a perimeter greater than 6-1/4 O
Inches shall provide graspable finger recess area on both r
4"MAX. sides of the profile.The finger recess shall begin with a f
distance of 3/4 inch measured vertically from the tallest
4"DIA.MAXIMUM portion of the profile and achieve a depth of at least 5/16
GIRDER/HEADER inch within 7/8 inch below the widest portion of the
profile.The required depth shall continue for at least 3/8
GIRDER/HEADER Inch to a level that is not less than 1-3/4 inches below the
e tallest portion of the profile.The minimum width of the
°o handrail above the recess shall be 1-1/4 inches to a T
U
Z JOIST POST/COLUMN ° ° maximum of 2-3/4 inches.Edges shall have a minimum
• Z ° radius of 0.01 inches.
M POST/COLUMN O I—I
P., z
GIRDER/HEADER
NAILING SCHEDULE 0
ROOF SHEATHING, F-4
POST-TO-GIRDER/HEADER CONNECTION NAIL NAIL U
JOINT DESCRIPTION NOTES
LOCATION USP NUMBER DESCRIPTION APPLICATION QTY. SPACING
4x4 SOLID COLUMN PBS44/PBSE44/KC44 POST CAP ANCHOR APPLY TOEACH COLUMN STRUCTURAL PANEL 8d AS PER TABLE 3.8
DECK/PORCH RAILING SPLICED JOISTS OVER HEADER/GIRDER WFCM-SBC
6x6 SOLID COLUMN PBS66/PBSE66/KC66 POST CAP ANCHOR APPLY TO EACH COLUMN POST-TO-GIRDER/HEADER CONNECTION �
LOCATION JUSP NUMBERI DESCRIPTION APPLICATION HOLLOW COLUMN SIMPSON STRRI/2 H.C. ANCHOR APPLY TO EACH COLUMNROOF FRAMING: O
JOIST TO GIRDER/HEADER RTiO TYDOWN ANCHOR CONNECT TO EACH JOIST USE MIN.(2)1/2'DIA.GALV.BOLTS WITH WASHERS AND NUTS
JOINT DESCRIPTION QTY NAIL SPACING NOTES U
RAFTER TO 8'WALL:3-8d COMMON EACH TOE-NAIL
TOP PLATE IV WALL:4-8d COMMO RAFTER
CEILING JOIST 8'WALL:3.8d COMMON EACH TOE-NAIL
TO TOP PLATE 10'WALL:4-8d COMMOI, JOIST
° CEILING JOIST TO AS PER TABLE 3.7 EACH FACE
STU PARALLEL RAFTER WFCM-SBC LAP NAIL
CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE
BEARING PLATE GIRDER
o OVER PARTITION WFCM-SBC LAP NAIL
!� COLLAR TIE AS PER TABLE 3.4 EACH FACE
° WOOD JOIST TO RAFTER WFCM-SBC END NAIL
BLOCKING 2 8d COMMON EACH TOE
LEDGER RAFTERENDNAIL
GIRDER/HEADER ••t RIM BOARD EACH END
•.>'• 2-16d COMMON O
WOOD JOIST WOOD JOIST
CONCRETE PIER '..' TO RAFTER END NAIL
••40
WALL FRAMING: W
FLUSH JOISTS WITH HEADER/GIRDER �','• JOINT DESCRIPTION NAIL NAIL NOTES >
QTY. SPACING Q
CEILING JOIST TO BLDG,CONNECTION ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH TOP PLATE TO 2-16d COMMO PER FACE NAIL C }
DOUBLE 2x TOP PLATE FOOT ���111 Z
LEDGER TO BE CONNECTED TO BLDG.USING 1/2"DIA.BOLTS @16"OC WITH WASHERS THE PROPER STEEL CONNECTOR. (MINIMUM) TOP PLATES AT JOINTS FACE 0
IF ABLE,SET FIR JOISTS APROX.1/4"HIGHER THAN LVL HEADERS I HEADER/GIRDER-TO-POST CONNECTION 4-16d COMMO Z
TO ALLOW FOR SHRINKAGE. FOR HEADER INTERSECTIONS EA.SIDE NAIL J
I I OR BEAM LOCATION I USP NUMBER I DESCRIPTION APPLICATION STUD TO 24" FACE
2-16d COMMO
ROD I I (2)BEAMS IPAU44 OR WE44 POST/BEAM ANCHOR APPLY TO EACH PIE STUD O.C. NAIL 0
REQUIRED (3)BEAMS IPAU66 OR WE66 1POST/BEAM ANCHOR APPLY TO EACH PIE HEADER TO 16"O.C. FACE
FLASHING TUCKED UNDER FOR STU HEADER 16d COMMON ALONG EDGES NAIL 0
TOP PIECE OF SIDING AND TOP OR BOTTOM 2-16d COMMO PER 2x4 STUD END
LAPPED OVER FIRST CONTIN. I I PLATE TO STUD 3-16d COMMOP PER 2x6 STUD NAIL 1. W
PIECE OF SIDING BELOW BOTTOM PLATE TO: ,,+'y�r " "`
FLOOR JOIST•BAND JOIST, 2- 6 MM O FOOT FACE NAIL,. ' �w��; A
1/2"DIA.LAG BOLTS W/WASHERS THREADED ROD END JOIST OR BLOCKING ' 4s cNS
CONNECTED TO BLDG.@16"OC `�3 " iY S
STRINGER CNW COUPLER NUT POST DECK FRAMING:
@16" C NAIL NAIL p
(2)THRU- MINIMUM JOINT DESCRIPTION QTY
NOTES+• .y ry ;+„' ”
BOLTS END DISTANCE JOIST TO: PER SPACING TOE
�.. .
FLOOR FRAMING I 4-8d COMMO
2x JOISTS PB44 POST 4 I � SILL.TOP PLATE OR GIRDER JOIST NAILA'"• `, '• eta sl -
"dia. s " BRIDGING EACH TOE ' ,JMH/MS
ANCHOR ° 'a• - MINIM M .� s 2-Sd COMMO ,a,
PIER 16"TREAD o 'o o ENa ANCE TO JOIST END NAIL
a' o 12"x12"x12" r • •
BLOCKING FOR o,°. �o' CONCRETE FOOTING + +� BLOCKING EACH TOE II4 —I-O
JOIST HANGER 2-8d COMMON
d " 3
�i2
I e •'7 ',4•••� s"� • TO JOIST END NAIL �• � �•
LAG BOLTS p Y. J
a GRADE •y •'< CONC.SLAB ro a •. BLOCKING TO: EACH TOE "_ OF —'
RIM JOIST/BD. e.a •;o (AS REQ.) a;a A SILL OR TOP PLATE 3•16d COMMO BLOCK NAIL •' '�• Y IO,2017
HOLLOW COLUMN UPLIFT LEDGER STRIP EACH FACE SHEET NUMBER:
,i••,•° TO BEAM 3-16d COMMO JOIST NAIL
b 8"dia. "d< DECK PIER SIMPSON STRONG TIE MODEL STRRi/2 DECK POST FTG.CONNECTION
G e•s CONC. •e s• PER PLAN INSTALL AS PER MANUFACTURE'S RECOMENDATIONS LOCATION USP NUMBER DESCRIPTION APPLICATION JOIST ON LEDGER 3-8d COMMO PER TOE
DECKMORCH LEDGER CONNECTION 3'-0 .••4. PIER a,ra.• TO BEAM JOIST NAIL
p•,•" s•,•a• 4X4 POST PAU44 OR WE44 POST/BEAM ANCHOR APPLY TO EACH FOOTING BAND JOIST PER END
"Q 6X6 POST PAU66 OR WE66 POST/BEAM ANCHOR APPLY TO EACH FOOTING TO JOIST 3-16d COMMOJOIST NAIL
A-3
d ¢s SRBL OR TOP PLATE AND JOIST TO: -1
2 6d COMMO PER OOT TOE NAIL
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