HomeMy WebLinkAbout42181-Z TOWN OF SOUTHOLD
BUILDING DEPARTMENT
TOWN CLERK'S OFFICE
SOUTHOLD, NY
BUILDING PERMIT
(THIS PERMIT MUST BE KEPT ON THE PREMISES
WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS
UNTIL FULL COMPLETION OF THE WORK AUTHORIZED)
Permit#: 42181 Date: 11/27/2017
Permission is hereby granted to:
Kane, Keith & Lynette
335 Village Ln
Orient, NY 11957
To: construct accessory pool house as applied for.
At premises located at:
335 Village Ln, Orient * Ot" d 1 � L� U a I—
SCTM # 473889 3S 1
Sec/Block/Lot#25.-2-4.13
Pursuant to application dated 9/15/2017 and approved by the Building Inspector.
To expire on 5/29/2019.
Fees:
ACCESSORY $388.00
CO -ACCESSORY BUILDING $50.00
Total: $438.00
B nspector
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 I%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$15.00
Date. Q 91/ 7
New Construction: Old or Pre-existing Building: (check one)
Location of Property: �33 S V 1 9 0 AC I F-Aj I
House No. Street 7 Hamlet
Owner or Owners of Property: 1 ilJ
Suffolk County Tax Map No 1000,Section 2 S Block () 2 Lot y- • 1-
Subdivision \ Filed Map. Lot:
Permit No. (�' Date of Permit. Applicant:
Health Dept.Approval: Underwriters Approval:
Planning Board Approval:
Request for: Temporary Certificate Final Certificates (check one)
Fee Submitted:$ J
Applicant Sign _
FIELD INSPErCTION REPORT DATE COMMENTS
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INSULATION PER N.Y: H
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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 Budding Plans
TEL:(631)765-1802 Planning Board approval
FAX:(631)765-9502 L I �` �I Survey
SoutholdTown.NorthFork.net PERMITNO. t Q T/ Check
Septic Form
N.Y.S.D.E.C.
Trustees
C.O.Application
I Flood Permit
Examined 1 20 Single&Separate
Storm-Water Assessment Form
Contact:
Approved 201-7 Mail to:P-0-19 ��Z —
Disapproved
Phone: —'9 /
4� V WiMlfig Inspector-
S E p 1 5 2017 APPLICATION FOR BUILDING PERNHT _
T11iG DEPs Date 20
TOWN OF SOU THOLD 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,andwaterways.
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,anew 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 archit gineer,general contractor,electrician,plumber or builder
Name of owner of premises
( on the tdx 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. LocatjQn of land work will�p`C0/2 / ek-
Houses Number Street Hamlet
County Tax Map No. 1000 Section 7 -5---Block— C2 2 Lot_j- 13
Subdivision Filed Map No. Lot
2. State existing use and occupancy of prem! and intgnded use and occupancy of proposed construction:
(y
a. Existing use and occupancy aAj a S
b. Intended use and occupancy Sf1t
3. Nature of work(check which applicable):New Building � Addition Alteration
Repair Removal Demolition Other Work 00(_ U f'r—
!(Description)
4. Estimated Cost Fee I
(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,commercial orr mixed�occup cy,specify nature and extent of each type of use.
7. Dimensions of�s g 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 Stori
9. Size of lot:Front I Re Depth
10.Date of Purchase Name of Former Owner
11.Zone or use district in which premises are situated "a
12.Does proposed construction violate any zoning law,ordinance or regulation?YES NO�
13.Will lot be re-graded?YES NOO<–Will excess fill be removed from premises?YES_NO
14.Names of Owner of pre es Address Phone No. 97
Name of Architect Gv Z Address Phone No—795 <
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)
COUNTY OF SU F--69L K PC
e� 17k4*2 rT–being duly swom,deposes and says that(s)he is the applicant
(Name of individual signing contract)above n,amed, 00NME D.91 JNtH
(S)He is the NotM public,State of Now York
(Contactor,Agent, oratdOflicer,etc.) No ()IRU6185
QueAfied In Suffolk County f��\
Co tnisslon Expires)Q.1114,2�-L17
of said owner or owners,and is duly authorized to perform or have performed the said work and to mam4ce 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.
Swom t efore me '
days 20'L7
Notary Public a ofApplicant
FORM NO. 3
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
SOUTHOLD,N.Y.
NOTICE OF DISAPPROVAL
DATE: November 8, 2017
TO: Mark Schwartz (Kane)
PO Box 933
Cutchogue,NY 11935
Please take notice that your application dated September 15, 2017:
For permit to construct an accessory pool house at:
Location of property: 335 Village Lane, Orient,NY
County Tax Map No. 1000—Section 25 Block 2 Lot 4.13
Is returned herewith and disapproved on the following grounds:
The proposed accessory pool house, on this non-conforming 21,434 square foot lot in the
Residential R-40 District, is not permitted without review and approval by the Southold
Town Landmarks Preservation Commission, because the property is listed on either the
Southold Town,New York State and/or the National Registers of Historic places and
requires review by the Southold Town Landmarks Preservation Commission.
If the requirements of the town code, pertaining to Landmarks (Local Law No.22) are
_met, a Certificate of Appropriateness (C of A)will be issued. The C of A is required
before a Building Permit will be approved. Information about the requirements for
applying for a C of A is available at the information counter in the Building Department.
5 /
Auth Signature
Note to Applicant: Any change or deviation to the above referenced application may
require further review by the Southold Town Building Department.
CC: file, Landmark
Scott A. Russell s°�� ��,� STO>)kUMIWA\TIEJR.
SUPERVISOR I�V�[A\1�A�G�]E�ul[]E1��[�
SOUTHOLD TOWN HALL-P.O.Box 1179
53095 Main Road-SOUTHOLD,NEW YORK 11971 � Town of Southold
CHAPTER 236 ® STORMWATER MANAGEMENT'WORK SHEET
( TO BE COMPLETED BY THE APPLICANT )
DOES RES PROJECT T INVOILV E ANY OF THE FOLLOWING:
Yes No (CHECK ALL THAT APPLI�
® 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.
[10 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
❑� onFIRM-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.
>(G 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 Building Department with your Building Permit Application.
APPLICANT: (Property Owner,Design Professional,Agent,Contractor,Other) S.C.T.M. #: 1000 Date:
Dlstnu
NAME: �� 5 aZ /1 '? VZ�1 1•7
"r Section Block Lot
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IS )
Contact Information: FOR BUILDING DEPARTMENT USE ONLY
—T,I,p NumUer — — — — —
_ _ _ _ _ _ _ _ Reviewed By:,,
Property Address/Location of Construction Work- _ _ _ _ _ _ _ _ Date_
(� (r Approved for processing Building Permit.
Stormwater Management Control Plan Not Required.
Stormwater Management Control Plan Is Required.
(Forward to Engineering Department for Review)
FORM # SMCP-TOS MAY 2014
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DD
SSP 1 9 2017 o�aS�FFa�K�aG
Town Hall Annex �� yam► Telephone(631)765-1802
54375 Main Road Fax(631)765-9502
P. O. Box 1179 BUILDING DEPT- CZ� _
Southold, NY 119-1 OIF SOOLD
BUILDING DEPARTMENT
NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION, PRE-ENGINEERED
WOOD CONSTRUCTION ANDlOR TIMBER CONSTRUCTION
Date: — 0 1// 'T/I -7
Owner.
Location of Property: 33s.
Please.take notice that the{check applicable*line):
r `r New commercialt',dr residentialstructure R F•`.`'
Y F
�:.'Addition to exis'irig"commercial flr residential structure'--,
� k2 habilitat6i�to"dn existirig,'coriirnercial or residdhtial,structure
d 'dt�..h r. ` •emsR i Y" •P ' _t •'+fix. z�% ar"�x bbdr�
to be consft'ddi6odi-perfor,med-= .at the subjectiproperty referenc& v:e will util."ize
(check applicabloe Vjne):
Truss.tyPe-construction (TT)
i Pre-engineered'wood construction (PW) _ =
` Timber construdoft'(rC
in the foll wing location(s) (check epplicable-.line):'- -
Floor framing ncluding girders and beams (F)
J
Roo tng (R)
Floor and roof framing (FR)
Signature:
Name (person submitting this form): LI
�" C
Capacity (check applicable line): ,
Owner
Owner representative
TrussRegl5.docx Effective 1/1/2015
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REVISIONS:
10/27/17 Rev Dormers
REScheck Software Version 4.6.4
Compliance Certificate
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AP R0 El AS NOTED'
DATE: � B.P. Project Kane Pool House
Energy Code. 2015 IECC
FEE: BY:
NOTIFY BUILDING DEPA i4tE4QT AT . Location: Greenport, New York
Construction Type: , Single-family rn U (
765-1802 SAM TO 4 PM FOR THEI
FOLLOWING .INSPECTIONS: Protect Type: New Construction '' ''11
Conditioned Floor Area: 0 ft2 W
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1. FOUNDATION - TWO REQUIREDt
Glazing Area 4%
FOR POURED CONCRETE ,*
2. ROUGH =FRAMING & PLUMBING Climate zone: 4 (5572 HDD) / �7 Qr
Permit Date: ( L I
3. INSULATION
4. FINAL - CONSTRUCTION MUST Permit Number:
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BE COMPLETE FOR C.O.
Construction Site: Owner/Agent: Designer/Contractor:
ALL CONSTRUCTION SHALL MEET THE � •
335 Vilage Lane Kane Residence w� n�oW
REQUIREMENTS of THE CODES OF NEW orient, NY 11957 335 Village Lane
Orient, NY 11957
YORK STATE. NOT RESPONSIBLE FOR
DESIGN OR CONSTRUCTION ERRORS.
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0 °0 0 o a° a Compliance: .3%Better Than Code 5!t Maximum UA: 112 Your UA: 105 :Max
imum SHGC: 0.40 Your SHGC. 0.28 ' \
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o°0 40 o U o° The%Better or Worse Than Code Index reflects how close to compliance the house Is based on code trade-off rules.
COPJlPLY WITH ALL CODES OF ° °
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NEW YCRK STATE & TOWN CODES,
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Window 1:Vinyl/Fiberglass Frame:Double Pane with Low-E 32 0.310 10
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0° SHGC:0.20 0.330 7
USE IS UNLAWFUL ,
Compliance Statement: The proposed building design described here is consistent with the building plans,specifications,an other F-�
•�Q ° calculations submitted with the permit application.The proposed building has been designed to meet the 2015 IECC requirements in
WITHOUT CERTIFICATE Q
a o REScheck Version 4.6.4 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist.
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YCUPANQpo o ° Name-Title Signature Date OC °
RETJN STORM WATER RUPIOFFo
Must provide Manuals
PURSUANT TO CHAPTER 236D,3 and S as per o 0 a
OF THE TOV01 CODE.
NYS Energy Code
All exterior fighting 7Z- - tE
Install-d,replaced or
repaired spa^Il conform
to Chapter 172yi,p-wer doola
Project Title: Kane Pool House Report date: 10/24/17 w
e.the Tor..a Co ��� (TUC �Jror Data filename: CAPROJECTS_2\MKS Architect\MKS_1015 022_Kane\Kane_PoolHouse.rck Page 1 of 1
eJtin require • y �`
W C Csl
ELEr,TRIC>AL ' r- _ KANE RESIDENCE PROPOSED POOL HOUSE
'� 'PFOT1.0 nEOUIRED
DO NOT PROCEED WITH
FRt`, ! 3 UNTIL SURVEY
OF 1=0UNv'::.%TION LOCATION
HAS BEEN APPROVED. N
4,USP,� .AC'�I Gup REOtDE'[lEO
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GENERAL CONSTRUCTION NOTES: CODE REFERENCES: LIST OF DRAWINGS
1.All work shall conform to the requirements of the New York 71 GENERAL NOTES, CODE REFERENCES, ENERGY CALCULATIONS
CODE ANALYSIS ENERGY NOTES ASPHALT ROOF SHINGLE NOTES State Building Code; all work shall also conform to the FOUNDATION SYSTEMS: Shall conform with Code sections and TAbles 8401.4, 8401.4.1, o
R402.2 8404.1 AND R408.1 THRU 408.3 51 SITE PLAN, SITE DATA, DRAINAGE CALCULATIONS AND DRAINAGE DETAILS
OCCUPANCY:Residential Single Family Detached 1. Calculations are valid u to 5999 degree days. requirements of any other Codes and authorities having
P 9 Y 1. Asphalt roof shingles shall have self-sealing strips or shall be Al PROPOSED FDN, 1st FLOOR, LOFT$ROOF FRAMING PLANS/'SCHEDULES � P o
jurisdiction.The Contractor shall obtain and arrange for all m a, v
interlocking and shall comply with the requirements of ASTM D-225 ANCHOR BOLT SIZE AND SPACING: Refer to 2001 AFPAMiFCM Table 3.2A. A2 ELEVATIONS rn � � ,,,.;
REFERENCE STANDARDS: 2. Certified conformance for Zone 118. required permits, nspection,certificates and tests. x u
Residential Code of New York State(2015) or D-3462 A3 SECTIONS/PLUMBING RISER DIAGRAM o 'E r
PROTECTION AGAINST DECAY: Refer to Section 8319 A4 NAILING SCHEDULE AND CONNECTOR DETAILS �. � ° E
Wood Frame Construction Manual AF PA(2015) 3. Wood framed floors,walls and ceilings shall have an approved 2.All foundations shall rest on undisturbed soil of 1 T.S.F. bearing r-+ s�
9 PP 2.All fasteners for asphalt roof shingles shall be galvanized steel, o
Climate Zone:11B vapor barrier ermeance ratin of 1.0 arm Installed on the capacity; contractor shall have the level of acceptable bearing Uo
P (P 9 perm) stainless, aluminum, or copper roofing nails. Fasteners shall be PROTECTION AGAINST TERMITES: Refer to Section 8320 w v
Degree Days:5750 "warm in winter"side of thermal insulation. strata verified in the feld. zs v
minimum 12 gage shanked with a minimum 3/8" dia. head, and of o v Ln +� �
length to penetrate through the roofing materials and the sheathing. FLOOR SYSTEM: Shall comply with Choper 5 and AFPA/WFCNI 2001 Section 3.3. � `-1
DESIGN LOADS: 4.Windows and sliding doors shall have a max. a;r infiltration 3.All concrete work shall conform to requirements and 0 `I'
Roof: 20 psf ground snow load rating of 0.3 CFM per square foot e window area. Swinging recommendations of ACI-318-99'Specifications for Structural NOTE:
9 P q 9 g 3.Asphalt roof shingles shall have the mimimum number of fasteners as WALL BRACING SYSTEM: Shall comply with Sections 8602.8, 602.10, R602.10.10,
Basic Wind Speed:130 mph doors shall have a max. air infiltration rate of 0.5 CFM per Concrete for Buildings"(fc'=3000 psi);All exposed THIS PROJECT COMPLIES WITH THE 2015 INTERNATIONAL RESIDENTIAL U «�
P required by the manufacturer. R613.2,AND R613.3
Uplift:18.1# slabs, garage slabs, and steps shall be 3500 psi air-entrained. `n
square foot of door area. g P P CODE (IRC), THE 2016 NYS SUPPLEMENT TO THE UNIFORM CODE, THE `° 'CZ
Dead Loads:10 psf Reinforcing steel shall conform to ASTM A-615 Grade 60. 00 eu
4. For normal applications, asphalt roof shingles shall be secured to the WINDOW ANCHORAGE: Shall comply with Section R613.5 2015 INTERNATIONAL ENERGY CONSERVATION CODE (IECC), THE 2016 o WCU
Table 8301.4 5. Skylight shafts shall have a minimum insulation value of R-19. roof with no less than four(4)fasteners per strip shingle or two(2)
4.All framing members shall be Hem-Fir#1 (Fb=975psi); NY5 SUPPLEMENT TO THE ENERGY CODE, THE 2015 WOOD FRAME
Minimum Uniform) Distributed Live Loads fasteners per individual shingle. WINDOW MULLIONS: Shall comply with Section 8613.6
Uniformly oaS. Garages-front, sides, doors, interior shall have max. U_.40 provide(2) 2x8 header over all wall openings, unless CONSTRUCTION MANUAL (WFCM 2015), NFPA STANDARD 70, 'THE
(in Pounds per Square Foot) .otherwise noted
5.Asphalt strip shingles shall have a minimum of six(6)fasteners per EXTERIOR WALL COVERING: Shall comply with Section R702.1, R703.1, R703.4 Refer to NATIONAL ELECTRIC CODE", AND THE ZONING CODE OF THE TOWN OF
Use Live Loads 7.All fireplaces hall be provided with a damper for outside shingle where the eave is 20 feet or higher above grade or where the Table R703.4 for weather-resistant Siding Attachment and Minimum Thickness. Refer to Table
combustion air 150-200 CFM. All flues shall have tight seated 5. Micro-lam girders (ML)shall be laminated veneer lumber with SOUTHOLD
g base wind speed is 120 mph or greater. 8703.5.2 for Wood Shakes or Shingles.
Exterior Balconies 60 damper with a max. air leakage of 20 CFM. All fireplaces E_2,000,000 PSI. Fb=2,800 PSI, as manufactured by to
Decks 40 shall have tight-ftting non-combustible doors. TRUS-JOIST McMILLAN. FOAM SIDING BACKER BOARD: Shall comply with 8314.2.5 W
H
Passenger Vehicle Garages 50
6. Double frame around all openings,8.The Contractor shall submit the design, size and type ofunder parallel walls and ROOF/CEILING CONSTRUCTION: Shall comply with 8801.4 and AFPANVFCM 2001 Refer r;j
Attic without storage; 10 mechanicals stems which will be used, in sufficient detail, as under bathtubs. Provide Simpson hanger connections at all
Y to Rafter Span Tables 8802.5.1(1) and(2). Q
flush structural load bearing conditions. 0
Attic with storage 20 required by the Building Department. g
Rooms other than sleeping F ASSEMBLIES: Shall comply with Section 8902, 8903 and 8904. D
p g rooms 40 9.All thermostas shall be adjustible from 55 degrees to 7.All concrete block shall conform to ASTM G90; Mortar shall be ROOF: D �
Sleeping Rooms 30 type"M"
p g 85 degrees Farenheit. ROOF SLOPE: Shall comply with Section 8905.2.2 N
Stairs 40 8.All steel work shall conform to the requirements of the RISC NOV _ 8 2017
10.All ducts and pipes shall be insulated as required by code. q ASPHALT SHINGLES: Shall be secured to the roof with not less than (4)fasteners per strip
Guards and handrail; 200 "Specifications for Design, Fabrication and Erection of shingle or(2)fasteners per individual shingle(R905.2.6)
DEFLECTION LIMITS: 11. HVAC Contractor shall verify heat loss calculations. Structural Steel for Buildings".Steel shall conform to
ASTM GRADE 36.
Rafters with no finished ceiling attached: L/180 INTERIOR FINISHES AND MATERIALS: Shall conform to the fres read and smoke-density TOWN of SOUTHOLD � `1 uu)
12.All cellar and/or basement doors shall be insulated. P L�Mp�011r} d�
Floors: V360 requirements of Section 8315 9.All electrical work shall conform to local NEC and Underwriters .
13.The Architect certifies that to the best of his knowledge, Laboratory requirements.uirents. ED
9 INSULATION AND VAPOR BARRIERS: Shall be fire rated per Section 8316. ,��R AA�C
Belief, and professional judgement that the plans are in5
compliance with the Energy Conservation Construction Code 10. Pre-fabricated fireplaces and flues shall be UL approved. GYPSUM BOARD: Shall conform to Section R702.3. lv1N Sch'�/��
of New York State. (July 3, 2002) 7 n�
11. Install smoke detectors and carbon monoxide detectors in MAINTAIN MINIMUM CLEARANCES TO THE BATHROOM FIXTURES: Refer to Section ''s
accordance with all state and local code requirements.
R307. '' N
12.The Contractor shall verify all existing conditions before
STAIR LANDING: Shall comply with section 8311.5.4
CLIMATIC & GEOGRAPHIC DESIGN CRITERIA starting construction and shall notify the Architect of any P y '9j. 0 339 0
ambiguities or discrepancies(before proceeding with
the work. If an questions arose before or during construction STAIRWAY:Shall comply with Section 8311.5 dF
SUBJECT TO DAMAGE BY ICE SHEILD NE
GROUND WIND SEISMIC WINTER AIR y q g HANDRAILS:Shall comply with Section 8311.5.6 DRAWN: JM MS
UNDERLAY- FLOOD as to the intent or details of the drawings,the contractor
SNOW (SPEED IN DESIGN FROST LINE DESIGN MENT HAZARDS FREEZING shall call the architect, Mark Schwartz, at(0031)734-4185 for SCALE:as NOTED
LOAD MPH) CATEGORY WEATHERING DEPTH REQUIRED TERMITE DECAY TEMP. INDEX clarification and/or instructions.If the contractor fails to JOB#:
follow the above procedure, he shall assume all responsibility
20 PSF 130 "C" SEVERE 3'-0"
MOD. TO SLIGHT TO
for the consequences of his actions and/or decisions. SHEET NUMBER;
HEAVY MODERATE 11° YES AE 500
13.The owner shall arrange for supervision of the construction PERMIT SET 10-27-201 T 1
work to ensure compliance with the contract documents.
REVISIONS:
10/27/17 tev ormers
BITE DATA
�IIV ST
ZONE R-40 QQ 'BEET
FRONT YARD SETBACK 50'-0"
REAR YARD SETBACK 50'-0" N or F
SIDE YARD MIN 15'-0" CHARLES DEAN
SIDE YARDS TOTAL 35'-0 295 VILLAGE LANE
LOT AREA 21,434.00 04- SCTM# 1000-25-02-4.10
BUILDINGS
EXISTING HOUSE 1603.00 Q
°
EXISTING GARAGE 290.00 % 76 ��30"E V
EXISTING POOL 859.00STOCKADE
�x FENCE
272.00,EXISTING REAR DECK
xx\.E OUTDOOR 5HOWER PROPOSED PLACEMENT OF STRAW
322.00 Q� war _ \X�k �_-923 /k m if STOCKADE BALES TO PROTECT NEIGHBOIR
EXISTING SCREENED PORCH S`c� GATE \ GJ .-- jrFENCE PROPERTY FROM RUNOFF AND DEBRIS
TOTAL 3346.00 / �y� C U if CONC - (SEE DETAILS THIS SHEET)
�'TWASHOUT 6'0 X 5'-O"
GARAGE
Q T 2 m AREA DEEP DRYWELL
PROPOSED POOL HOUSE 520.00, Q/ 2-STY / 0 03 47 FOR POOL HOUSE
6)/- •. > IV DECK
ROOF RUNOFF
PROP PATIO W/ TRELLIS 200.00 ,Q/' 3' DWELLING / / DECK �s33;.
PROPOSED TOTAL 720.00
TOTAL LOT COVERAGE 4066.00 �� / 1 -STM ��9 / 0 PVC DRAINS FOR ROOF RUNOFF/ / FRAME 6
PERCENTAGE OF LOT 19.0 DWELLING %
OCCUPANCY �6'� �• ` 0 /
••�'•� } ��8' \ SCREENED-IN % Q 765
PORCHtg; PROPOSED POOL HOUSE
BILCO DOORS �•.� "� 2t�/ W/PATIO AND TRELLIS .
TD REMAIN �� � ISO, ••\ \ �/ � V � r�ll
U/ 0 20'X 10'PATIO V
0� Q •� ��/ OJO�� ?e' WITH TRELLIS
04
DRYWELL CALCULATIONS N or F •65, o� ^� �/ U Q
DRAINAGE FROM POOL HOUSE ROOF DEIRDRE HUMPHREY
455 VILLAGE LANE d�/� RsF ASTCCKAI:)E p 44
12'-5"X 26'-0"X 2 = 645.84 Sq Ft ROOF SCTM# 1000-25-02-3 �Q�/ qct FENCE c/5 a C/�
645.84(.17)X 1.0 =109.79 CF ,� O
109.79/22.34=4.91 EFFECTIVE DEPTH REQUIRED N or F �9
TABOR LANE LLC a
USE (1) 6-O"0 X 5-0" DEEP DRYWELL // 5CTM# 1000-25-02-2.2
4.91 FT REQUIRED /' }
5.00 FT PROVIDED O.K. a
/-
STOCKADE
SITE PLAN h
/ FENCE
Scale:l"c 20'-O" QO•/
tib��� � �
STOCKADE bA
FENCE O
_j r}rye
MO
PROVIDE LIGHT
DUTY INLET FOR
MAINTENANCE
8"THICK PRECAST
U CONCRETE TRAFFIC o
GRADE BEARING SLABtL
cn N
rn °J
v
18' MAXiL x +'
FLOW —'' ►–
W .•,` w
GRADE z FL -6
�_— — — o v
5DR 35 PVC INLET PIPE
FROM ROOF LEADERS
L ) y` ....! 6' MIN.
I I I I I Qaa ® ® ® I PLACE FILTER FABRIC, N
v
I F� 4 VERTICAL AROUND STONE
SLOPE FACE �� v w SDR 35 PVC INLET PIPE °C3
6
�v Ii FROM ROOF LEADERS �`�o��o°o
® ® ® ' DIAMETER x 5' DEEP
PERSPECTIVE VIEW w �g6°°�°p ® ® ® PRECAST CONCRETE
l J °�°°°°0�� LEACHING RING.
BEDDINGDETAIL
ooe° ® ® ® • 06
®
G
36 x" MINIMUM 2 2 oa ® ® ® oa
�. ` go v°oao°c7
ANGLE FIRST STAKE TOWARD L —' �L FENCE POST G ) o U
`�°°`°°"°
PREVIOUSLY LAID BALE. CLEAN SAND� � � �^ � °o° O
�� � °°"Oo
s� WOVEN WIRE FENCE d a°a GRAVEL FILL.
o °oo a
FLOW ''� f� n (6 x 6 - 10 / 10 WWF) d
FILTER CLOTH GROUND
` O
WATER
-
L � moi` � ,• —' —n S��pE
2-O" Min. 6-O" Diameter 2'-0" Min.
EMBED FILTER CLOT G�oE
BOUND HAY BALES MIN. 6" INTO GROUND z 2 TYPICAL SECTION AT DRYWELL Grass Swale Detail
PLACED ON CONTOUR Scale: NTS
L �^ 2 RE-BARS: STEEL PICKETS OR NOTE: �EtED q
=-- 2" x 2" STAKES 1.5to 2' IN GROUND. MAXIMUM DRAINAGE AREA N�� EVIN
DRIVE STAKES FLUSH WITH TOP OF 1/2 ACRE / 100 LINEAR FEET
HAY BALES.
7� DRAWN: JM/MS
Q y N
SECTION DETAIL * SCALE: AS NOTED
ANCHORING DETAIL SILT FENCE DETAILS ,p22 39 4a ��" JOB#:
STRAW BALE DIKE DETAILS 4 Scale: N75 F OF N E� (� SHEET NUMBER:
3 Scale: NT5
S1
REVISIONS:
10/27/17— ev ormers
G"OVERHANG
——————————— ———— —— —— ————— 24b2
co I
---- -- - - --- -- I 2)2X8I ,02X8
w W2
5/a"0Xis"LONG 9
3'-0"HIGH
ANCHOR BOLTS 1'-O"
FROM CORNERS AND AALL
CLOSET ri A KNE 2 X 8 RR ( KNEE WALL
45"O.C. MAX(TYP) p OUTDOOR SHOWER I @ 16"O.G.
WITH CHANGING
AREA 4'- 4'-O"
`x° I
= J I
J
w I I CLOSET STO GE 7-O"HIGH
19'-4"X 1-4"IRR DORMER WALL
`4 13/4"X 117/8"TJI 560 7'-0"HIGH AREA- sq r-r q�
@ 16 O.G. X DORMER WALL n
b � ---- --- --- -------� � b POOL HOUSE � o b >Y
l9 ------- ---- ----- - iq b 19,4,X2, „ ri w cvn 2X8RR LINEbFG' e p yy
N I I n N `� N @ 16"O.C. HEIG TAT `� @ 16"0–r p "O
BENCH — T BAR ARS:406.5 sq Ft
I 16 X 8"CONC HAUNCH I I SP YED '
I I W/3#5 B, CONT. I I _ =j I Q CEILING O
B -I B I I 0 o bA
0 I -- - CONTINUOUS X I LF WALL I I a
HANDRAILS cv
N
I ---� I XBRR I Iw
I I I I 6) 8O 12"OVERHANG 16"O.G
o ,
C8c
I I I ILTUP I I I I 3'-0" HIGH I �
I KNEE WALL a 0
I ------- --- ------------
�- ( 30310 to e d ane) FWH6068 30310I GI O ( (
O
-- - ------- - -- -- -- ------- 2) X a 2) X8 I 2)2X8 I
W4 4 W�
N
L - - - - - - - - - - - -�
24"OVERHANG
POOL HOUSE LOFT PLAN
O C
TRELLIS O = W
- -4 — (3) 2 1 R — 8"SQUARE p In
100 X 42"DEEP P.C.FOOTING COLUMNS w Q1
ON 12"BASE
WITH TRIM
Ir C
20'-O 2X8RR oe 2X8RR
4'-2" 16"O.G. ( @ 16"O.G.
N
POOL HOUSE FOUNDATION PLAN POOL HOUSE FLOOR PLAN
1 Scale:1/4"=1'-0" 2 Scale 11/4"=1'-O" DOUBLE TRIMMER RAFTER DOUBLE TRIMMER RAFTER M O
INDICATES EXISTING WALLS TO REMAIN � I
INDICATES EXISTING WALLS TO BE REMOVED 6"O.H. @DORMER ROOF 6"O.H. @DORMER ROOF
INDICATES NEW WALLS I w
2X8RR
INDICATES SHEAR WALLS @ 16°o.c. � @ o o
0
INDICATES SMOKE DETECTORS, ALL OF WHICH MUST
� o
N
BE INTERCONNECTED THROUGHOUT THE BUILDING AS I I °` � .g
PER SECT. 1060.10 OF THE N.Y.S. BUILDING CODE. a°a m o
O - o
DOUBLE TRIMMER RAFTER O DOUBLE TRIMMER RAFERINDICATES HARD-WIRED CARBON MONOXIDE I T? w
DETECTOR00
EX-iAUST FAN
cu
+� INDICATES 5/8" DIA TIE HOLD DOWNS
LINE OF POOL
HOUSE BELOW oe 2 X 8 RR oe 2 X 8 RR
@ 16"O.G. I @ 16"O.G.
WINDOW SCHEDULE VFIF-1171 �-11
WINDOW TAG WINDOW SIZE DESCRIPTION MANUFACTURER MFG # GQLASS U-VAL VENTILATION CLEAR OPENING REMARKS QUANTITY p
W1 2'-5 5/8" X 3'-5 Y4U" DOUBLE HUNG ANDERSEN 2432 5.40 0.32 3.08 3.07 2 u
W2 2'-11 15/s" X 2'-11 15/6 CIRCLE WINDOW ANDERSEN CIR30 5.2000 0.32 N/A N/A 3
W3 3'-1 5/8" X 4'-9 Y4" DOUBLE HUNG ANDERSEN 3046 10.80 0.32 5.93 5.92 3
W4 3'-1 5/8" X 4'-1 Y4" DOUBLE HUNG ANDERSEN 30310 9.00 0.32 4.97 4.96 TEMPERED GLASS AT STAIR 2 TRELLIS BELOW
DOOR SCHEDULE
3
DOOR TAG DOOR SIZE DESCRIPTION MANUFACTURER MFG # GLASS SQ. FT. U-VAL CLEAR OPENING REMARKS QUANTITY POOL HOUSE ROOF FRAMING PLAN
D1 PR 3'-0" X 6'-8" EXTERIOR FRENCH DOORS ANDERSEN FWH6068 21.92 0.31 16.11 1 REDgR
D2 S-0" X 6'-8" EXTERIOR STATIONARY DOOR ANDERSEN FWH3168S 10.96 0.31 N/A STATIONARY 2 �j� INSc
y
D3 2'-6" X 6'-8" STANDARD PANEL DOOR 1 � `��
e's /0 1
D4 2'-0" X 6'-8" STANDARD PANEL DOOR 1 * , . �jo -4
D5 PR 2'-0" X 6'-8" PR. STANDARD PANEL DOORS 1 N �$ N * DRAWN: JM/MS
A SCALE:AS NOTED
.7 022339 �� JOB#:
SOP N EW 0c SHEET NUMBER:
A- 1
REVISIONS:
10/27/17 Rev Dormers
6"TYVEK TRIM BOARDS
2 X 0 ACQ LEDGER BOARD BOLTED
TO HOUSE WITH%"0 LAG BOLTS
@ 16"O.G. (STAGGERED)
CIR30 CIR30 ^�
2 X 6 ACQ TRELLIS LO
BOARDS @ 2-10"O.C. t
(3) 2 X 10 ACQ HEADER
8"SQUARE COLUMN WITH
TYVEK TRIM BOARDS
OUTDOOR SHOWER LL
AND CHANGING AREA OUTDOOR SHOWER W
TYVEK TRIM
2 3 AND CHANGING AREA
LINE OF N LEE]03 O I 4'TYVEK TRIM BOARDS O
STAIRS
BEYOND 12"SQUARE COLUMN BASE�Lw, —-- L a
WITH TYVEK TRIM BOARDS
68
POOL HOUSE FRONT ELEVATION
n POOL HOUSE REAR ELEVATION
U
w^ c
MO
10'-0" DORMER 10'-0" DORMER
EL+18-0"
RIDGE HEIGHT
0
� y
M � p
n
pm m o
C5
EL+12-1" — — — o a� Ln \
O 04 TOP OF KNEE WALL CIR30 �
�EL+ L
�9-1 TOP OF TRELIS U ( , U)
cc
— — — — — T LOFT FIN FLOOR —
L_+8-0"
40% MAX. DORMER FIRST FLR FIN CEILING
10' X 20' DORMERS = 200 Sq Ft
® _
20' X 26' 2nd Flr = 520 Sq Ft DOOR TO OUTDOOR SHOWER
200 / 520 = .38% AND CHANGING AREA
.38 L .40 OK LINE OF STAIRS BEYOND cn
23 W
04
U
C
EL. +0-0"
— Y TOP OF SLAB
N
H
POOL HOUSE RIGHT SIDE ELEVATION POOL HOUSE LEFT SIDE ELEVATION
3 Scale:114".1'-0" 5
ERE(D,q
�CEVIN s Cy
DRAWN: JM/MS
SCALE:AS NOTED
s _ JOB#:
�QF 39 N(o SHEET NUMBER:
A-2
REVISIONS:
10/27/17 Rev Dormers
235 # FIBERGLASS ROOF SHINGLES
15# FELT
1/2" CDX PLYWOOD SHEATHING
2 X 10 RIDGE
CONTINUOUS RIDGE VENT DORMER ROOF DORMER ROOF
2 X 8 ROOF RAFTERS @ 16" O.C.
SIMPSON H3 FRAMING ANCHORS @ 16" O.C. LINE OF
SPLAYED
2 X 4 COLLAR TIES @ 48" O.C.
CEILING
6y2,12Al BATT INSULATION R-28 @ SLOPED CEILING R-30 @ FLAT CEILING BEYOND i \
6'
1 X 6 FASCIA BOARD i
VENTED SOFFITS (CONTINUOUS) i
GUTTERS LEADERS TO GRADE (TYP.) HALF WALL \
LINE OF
wJ t- SPLAYED
STORAGE ° z Q 1-� ° CEILING
'�' Y 3 = "' STORAG BEYOND
41
1314"X 11 y8' Til 560 @ 16"O.C.
- 1 "X11 "TJI 5(30@16"O.C. -
,--)
DBL FRAMING @PERIMETER OF STAIRS ILL � O
®
SIDING TO MATCH HOUSE DOOR T a .0 FO 15 # FELT BEYOND UU
b BEYOND
1/2" CDX PLYWOOD SHEATHING N
N �
2 3 2 X 4 STUDS @ 16" O.C. CONTINUOUS
BATT INSULATION R-13+9-71.5" RIGID INSULATION RAILING CO C
CLOSET POOLHOUSE (2)2 X 4 TOP PLATE
2 X 4 SOLE PLATE POOL HOUSE a
2 X 4 STUDS @ 16"O.C. @ INTERIOR WALLS
5/8" DIA X 16" LONG ANCHOR BOLTS @ 45" O.C. �
//\\/� 8, CAST-IN-PLACE CONCRETE FOUNDATION WALL
8"X 16" CAST-IN-PLACE CONCRETE FOOTING RETE HAUNCH
4" SLAB ON GRADE 16"X e"W/(3)#5
BARS CONT s
/e'P X 16"LONG ANCHOR
BOLTS @ 1'-O"FROM CORNERS
POOL HOUSE SECTION ',4'
POOL HOUSE SECTIONS AND 45"O.C.(MAX)
10'-O"DORMER
c� O
SPLAY CEILING
HALF WALL SPLAY CEILING
DECORATIVE ORNAMENTS TO AT STAIR
tn
MATCH MAIN HOUSE O o
2X6ACQ l9 m N o
TRELLIS BOARDS 3'-OSTORAG m Z
"HIGH b 3'-0" HIGH
O.C. x
KNEE WALL 5'-2" KNEE WALL o
(3)2 X 10 ACQ HDR C°
2 X 6 ACO LEDGER BOARD 13/4'X11 /B'TJI .� w
BOLTED TO HOUSE WITH 560 @ 16"O.C. \
LAG BOLTS @ 16" O.C.
(STAGGERED) " cp
POOL HOUSE u m cc
8"SQUARE COLUMN O cwt a >~ v
CLOSET w
/
12"5Q COLUMN BASE WET BAR
CONC HAUNCH 16"X 8"
W/(3)#5 BARS CONT. � U
rL�_tiJ � C)
POOL HOUSE SECTION 'C' N
G�cAERED,ARc
,, VrN S l.
DRAWN: JM/MS
SCALE:AS NOTED
JOB#:
0 2339
�OF N E W O� SHEET NUMBER:
A-3
REVISIONS:
/ Rev Domiers
- NAILING NOTES
NAILING SCHEDULE (EXPOSURE "B")
NUMBER OF NUMBER OF 1 . NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED 6" ON CENTER AT THE PANEL
JOINT DESCRIPTION ::: COMMON NAILS BOX NAILS NAIL SPACING EDGE. IF WALL SHEATHING IS NAILED 3" ON CENTER AT THE PANEL EDGE TO OBTAIN HIGHER
SHEAR CAPACITIES, NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED,
ROOF FRAMING OR ALTERNATE CONNECTORS, SUCH AS SHEAR PLATES, SHALL BE USED TO MAINTAIN THE LOAD
PATH.
RAFTER TO TOP PLATE ('fOE-NAILED) 3 -8d 3 -10d PER RAFTER
2. WHEN WALL SHEATHING IS CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER
CEILING JOIST TO TOP PLATE (TOE-NAILED) 3 - 8d 3 - 10d PER JOIST OF NAILS SHALL BE PERMITTED TO BE REDUCED TO 1 — 16d PER FOOT.
OVERFRAMING 2X 4"WIDER THAN
CEILING J0I57 TO PARALLEL RAFTER(FACE-NAILED) 3. CORROSION RESISTANT 11 GAGE ROOFING NAILS AND 16 GAGE STAPLES ARE PERMITTED; CHECK ROOF RAFTERS OVER FRAMING RAFTERS
RAFTER SLOPE: 3:12 (HEEL JOINT) 22 -16d 22 -40d IBC FOR ADDITIONAL REQUIREMENTS.
4:12 17-16d 17-40d
5:12 14-16d 14-40d EACH LAP 3/8'0 LAG BOLT @
7:12 10 -16d 10 -40d 4. ALL QUANTITIES ARE BASED ON 16 OC SPACING FOR RAFTERS, JOISTS AND STUDS. EACH ROOF RAFTER
9:12 AND GREATER 8 -16d 8 -40d SIMPSON L50 ANGLE @
5. FOR ROOF SHEATHING WITHIN 4 FEET OF THE PERIMETER EDGE OF THE ROOF, INCLUDING EACH OVERFRAMING
CEILING JOIST LAPS OVER PARTITION (FACE-NAILED) 4 FEET ON EACH SIDE OF THE ROOF PEAK, THE 4 FOOT PERIMETER EDGE ZONE ATTACHMENT RAFTER
RAFTER SLOPE: 3:12 22 -16d 22 - 40d REQUIREMENTS SHALL BE USED.
4:12 17-16d 17-40d
MAIN ROOF
5:12 14-16d 14- 40d EACH LAP ROOF RAFTERS
7:12 10 -16d 10 -40d 6. FOR WALL SHEATHING WITHIN 4 FEET OF THE CORNERS, THE 4 FOOT EDGE ZONES ATTACHMENT
9:12 AND GREATER 8 -16d 8 - 40d REQUIREMENTS SHALL BE USED. 10
COLLAR TIE TO RAFTER ;FACE-NAILED) FALSE VALLEY
RAFTER SLOPE: 3:12 7-10d 7-12d q�
4:12 6 -10d 6 -12d CONTINUOUS RIDGE VENT TRIPLE STUD CONNECTION DETAIL
PER TIE CONTINUOUS RIDGE VENT .�
5:12 4-10d 4 -12d ck (�
1� 2 T_O„ SIMPSON 6520 @ 16"O.G. RIDGE TENSION STRAP SIMPASON G520 STRAP @ 16"O.G. N
6:12 AND GREATER 4-10d 4-12d (8)8d NAILS EA.SIDE SIMPSON GS20 @ 16" O.C. (2)16d COMMON II��
� (6)8d NAILS EACH SIDE WRAPPED AROUND DOUBLE 2 X 6 NAILS @ 6" O.C. FOR I••�
RIDGE BEAM (SEE PLAN FOR SIZE) RAFTER SEE PLAN O SILL PLATE FULL HEIGHT OF STUD
BLOCKING TO RAFTER (TOE-NAILED) 2 - 8d 2 -10d EACH END ROOF RAFTERS (SEE ( O ul
PLAN FOR SIZE) FOR SIZE) (2)2 X 10 ROOF RAFTERSX,
V
RIM BOARD TO RAFTER(END-NAILED) 2 -16d 3 -16d EACH END (8)8d NAILS (2)5/8'0 THRU-BOLTS a p'�
• (2)2 X 10 SUPPORT
WALL FRAMING E5IMP50N L-60 ACH SIDE OF FOR SKYLIGHTS
"RIDGE BEAM (SEE SIMPSON LU5210-2 HANGER
Q�
EACH RAFTER PLAN FOR SIZE) 4 10d NAILS 2 '•�'..,.. 0 ANCHOR BOLT SIMPSON HD5A" �
5/a"
TOP PLATE TO TOP PLATE (FACE-NAILED) 2 -16d 2 -16d PER FOOT RIDGE DETAIL AT RIDGE TENSION NAILS EACH PLATE @ 3'-O"O.G. (MIN 7' (2) 2 X 10 SUPPORT
EMBEDMENT) FOR SKYLIGHTS O U
CATHEDRAL CEILING STRAP DETAIL = 5/e'0 THRU-BOLT
TOP PLATES AT INTERSECTIONS (FACE-NAILED) 4-16d 5 -16d JOINTS -EACH SIDESIMPSON LU5210-2 �+
IN ACCORDANCE WITH 3.2.5.1. 2001 WWF .` `• HANGER A-I
STUD TO STUD (FACE-BAILED) 2 -16d 2 -16d 24, O.C. ALTERNATE IN LIEU OF COLLAR TIES FOUNDATION WALL / FLOOR
FRAMING DETAIL SKYLIGHT DETAIL
HEADER TO HEADER (FACE-NAILED) 16d 16d 16" OC ALONG EDGES Z
SIMPSON H2 A
TOP OR BOTTOM PLATE TO STUD (END-NAILED) 2 -16d 2 - 40d PER STUD HURRICANE CLIPS wTRIPLE STUD SIMPSON "HD5A"
@ 16"O.C. •-
BOTTOM PLATE TO FLOOR JOIST, BANDJOIST, ENDJOIST OR 2 - 16d 1°2 2 -16d 1°2 PER FOOT AC4 EACH SIDE
BLOCKING (FACE-NAILED) @�� TRAP SIMPSON HD5A
G
fie'"�BOLTS •
FLOOR FRAMING ,� �� .� 5°x 3"x Y4"ST. PLATE POST BASE
SIMP50N AB44
SIMPSON H2 @ 16" O.C. /e'TI1 THREADED ROD
JOIST TO SILL, TOP PLA-7E OR GIRDER (TOE-NAILED) 4-8d 4- 10d PER JOIST 0THREADED ROD SECOND FLOOR �
SHEARWALL HOLDDOWN 4 X 4 POST
BRIDGING TO JOIST (TOE•.-NAILED) 2 -8d 2 -10d EACH END RIDGE / TOP PLATE W
CONNECTION DETAIL CONNECTION DETAILS
BLOCKING TO JOIST (T0=-NAILED) 2 - 8d 2 -10d EACH END CANTILEVER DETAIL 3117/8- Q
(2)1/a'X ' M.L. •
BLOCKING TO SILL OR TOP PLATE (TOE-NAILED) 3 - 16d 4-16d EACH BLOCK 2 X 6 WOOD GAP SIMPSON H210 HANGER @ 16" SIMPSON H02A
2 X 4 TOP RAIL Y:2"0 LAG BOLTS @ 16"O.C. • TRIPLE STUD
LEDGER STRIP TO BEAM (FACE-NAILED) 3 -16d 4 -16d EACH JOIST TRIPLE STUD (2)16d COMMON NAILS
4 X 4 WOOD POST @ 48" @ 6"O.C. FOR FULL TRIPLE STUD
JOIST ON LEDGER TO BEAM (TOE-NAILED) 3 - 8d 3 - 10d PER JOIST HEIGHT OF STUD (2)16d COMMON NAILS @
2 X 4 BOTTOM RAIL
CANTILEVER HOLDOWN DETAIL 5/B'0 THRU BOLTS 6" O.C. FOR FULL HEIGHT M O
BAND JOIST TO JOIST(END-NAILED) 3 -16d 4-16d PER JOIST DECKING OF STUD
SIMPSON H-3 HURRICANE SIMPSON HD2A %"0 THRU-BOLTS
BAND JOIST TO SILL OR TOP PLATE (TOE-NAILED) 2 -16d 2 -16d PER FOOT CLIPS @ 16" O.C. Y2'0 LAG BOLTS @ 16° HOLD DOWN
P.T. DECK JOIST SIMPSON HD2A
I I I / —_
ROOF SHEATHING Y2'0 THRU-BOLT @ 16" O.C. SIMPSON H-3 HOLD DOWN
• DBL DECK JOIST HURRICANE CLIP @ 16" (8)8d NAILS @ Tt O.G. O
1" AT POST AC4 EACH SIDE
STRUCTURAL PANELS:
PANEL INTERMEDIATE 112
EDGES SUPPORTS AG6 EACH SIDE HANGS.SIMPSON U210 ; . . 5 .
HANGER @ 16" a •• � • � � ' 5/a"0 BOLT 24
CD
5 X " LONG
INTERIOR ZONE 8d 10d 4" 6" 4 X 4 POST
SIMPSONT� C165200C .• /a >O BOLT X 24"LONG
SIMPSON PB44 POST BASE PORCH/RAFTER/GIRDER
PERIMETER EDGE ZONE 5 8d 10d 4, 4 CONNECTION DETAIL (8)8d NAILS @ 1"±O.C. ; •.a, ,• . o
GABLE ENDWALL RAKE WITH LOOKOUT BLOCK 8d 10d q 4, .. t Q
r ;.
CEILING ,SHEATHIN ' 10"X10' 2l
G
•; BASE PLATE LOAD PATH / FLOOR FIRST FLOOR FIRST FLOOR
GYPSUM WALLBOARD 5d COOLERS 5d COOLERS 7EDGE/10" FIELD =;: :; ;'; ,': ; . • FRAMING DETAIL SHEARWALL HOLDDOWN SHEARWALL HOLDDOWN -
,n U r-1
WALL SHEATHING (4)3/4 O X 12" LONG • ` 2'-O"X 2'-O"X 1'-0"
PORCH/DECK/JOIST ANCHOR BOLTS FOOTING(TYP) N w
STRUCTURAL PANELS/HARDBOARD PANEL INTERMEDIATE CONNECTION DETAIL
EDGES SUPPORTS FOOTING DETAIL
INTERIOR ZONE 6 8d 10d 6" 6"
4EDGE ZONE 6 8d 10d 6" 6" cn
ROOF FRAMING ROOF FRAMING
SIMPSON C520 CONNECTOR SIMPSON C520 CONNECTOR
FIBERBOARD PANELS:
7/16' 6d 3 - 3" EDGE/ 6" FIELD DOUBLE TOP PLATE OR(2) H2 AT ROOF DOUBLE TOP PLATE OR(2)H2 AT ROOF U
25/32" 8d s - 3" EDGE/6" FIELD
GYPSUM WALLBOARD 5d COOLERS 5d COOLERS 7EDGE/10 FIELD
CRIPPLE STUDS s, CRIPPLE STUDS
PARTICLE BOARD PANELS 8d 8d SEE MANUFACTURER
H
HEADER SIMPSON ST 2215 CONNECTOR HEADER 51MPSON MSTC28 CONNECTOR
i(4 I
FLOOR SHEATHING
HEADER STUDS NOTE: HEADER STUDS
UPLIFT CONNECTION IS REQUIRED AT U)
STRUCTURAL PANELS: EACH END OF HEADER AND AT BOTTOM
1" OF: LE55 8d 10d 6" EDGE /12" FIELD OF HEADER STUDS IN ADDITION TO
GREATER THAN 1" 10d 16d 6" EDGE/6" FIELD 4'-0" MAX CONNECTORS AT WALL STUDS AND AT 4'-0"TO 12-0'
TOP AND BOTTOM OF CRIPPLES
FULL LENGTH FULL LENGTH
WALL STUDS WALL STUDS
01
N
NNE
UpLI oR SIMPSON ST2215 CONNECTOR SIMPSON MSTC28 CONNECTOR -�ERED
OUR ,KEVIN S�Cy
�A DRAWN: JM/MS
HEADER TIE DOWN DETAILS * '° SCALE:AS NOTED
N ;+ , . � JOB#:
3/8" .1'-O" x
022339 ��..
SHEET NUMBER:
OFNEW�O
A4