HomeMy WebLinkAbout41553-Z � gUFFBI,(�oGy Town of Southold 10/11/2017
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P.O.Box 1179
ca 53095 Main Rd
Southold,New York 11971
CERTIFICATE OF OCCUPANCY
No: 39281 Date: 10/11/2017
THIS CERTIFIES that the building ADDITION/ALTERATION
Location of Property: 80 Watersedge Way, Southold
SCTM#: 473889 Sec/Block/Lot: 88.-5-54
Subdivision: Filed Map No. Lot No.
conforms substantially to the Application for Building Permit heretofore filed in this office dated
4/12/2017 pursuant to which Building Permit No. 41553 dated 4/21/2017
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:
ADDITIONS AND ALTERATIONS INCLUDING GARAGE ADDITION AND SECOND FLOOR DECK
EXTENSTION TO AN EXISTING ONE FAMILY DWELLING AS APPLIED FOR
The certificate is issued to Chantly,Angelo
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL
ELECTRICAL CERTIFICATE NO. 41553 08-08-2017
PLUMBERS CERTIFICATION DATED
A tho ' d Signature
SUFFot+r 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#: 41553 Date: 4/21/2017
Permission is hereby granted to:
Chantly, Angelo
100 Knickerbocker Rd
Manhasset, NY 11030
To: construct additions and alterations to an existing single family dwelling as applied for.
At premises located at:
80 Watersedge Way, Southold
SCTM # 473889
Sec/Block/Lot# 88.-5-54
Pursuant to application dated 4/12/2017 and approved by the Building Inspector.
To expire on 10/21/2018.
Fees:
SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $50.00
SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $360.80
otal: $410.80
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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. i / y
New Construction: P� Old or Pre-existing Building: (check one)
Location of Property: lelA Irr s -r�� G[,
House No. Street Hamlet
Owner or Owners of Property: 6e,4 Z�
AI.�Suffolk County Tax Map No 1000, Section Block S Lot
Subdivision Filed Map. Lot:
Permit No. c�c 5 Date of Permit. Applicant:
Health Dept. Approval: Underwriters Approval:
Planning Board Approval:
Request for: Temporary Certificate Final Certificate: t� (check one)
Fee Submitted: $
Appficant Signature
pF SU�y�o
Town Hall Annex Telephone(631)765-1802
54375 Main Road Fax(631)765-9502
P.O.Box 1179 ® roger.richert(a)-town.southoId.ny.us
Southold,NY 11971-0959 a
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
CERTIFICATE OF ELECTRICIAL COMPLIANCE
SITE LOCATION
Issued To: Angelo Chantley
Address: 80 Watersedge Way city,Southold st: New York zip: 11971
Building Permit#: 41553 Section: 88 Block: 5 Lot: 54
WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE
Contractor: DBA: G&S Electric License No: 578-E
SITE DETAILS
Office Use Only
Residential X Indoor X Basement Service Only
Commerical Outdoor X 1st Floor Pool
New Renovation 2nd Floor Hot Tub
Addition X Survey Attic Garage
INVENTORY
Service 1 ph Heat Duplec Recpt 8 Ceding Fixtures 2 HID Fixtures
Service 3 ph Hot Water GFCI Recpt 2 Wall Fixtures 3 Smoke Detectors
Main Panel A/C Condenser Single Recpt Recessed Fixtures 3 CO Detectors
Sub Panel 60A A/C Blower Range Recpt Fluorescent Fixture Pumps
Transformer Appliances Dryer Recpt Emergency Fixture Time Clocks
Disconnect Switches 6 Twist Lock Exit Fixtures TVSS
Other Equipment:
Notes:
Inspector Signature: Date: August 8, 2017
0-Cert Electrical Compliance Form.xls
SO(/l�,
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coUNi`I,�
TOWN OF SOUTHOLD BUILDING-DEPT.
765-1802
INSPECTION
[ FOUNDATION 1ST [ ] ROUGH PLEIG.
[ ] FOUNDATION 2ND [ ] INSULATION
[ ] FRAMING / STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE-RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
REMARKS: • s � favmjar,.,)
rV
DATE INSPECTOR
J
OE SOUlyo�
��� mol • �o
f�� 'YOOUNfI`I,ac�
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] INSULATION
[ ] FRAMING / STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
= ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
REMARKS:
G t
DATE M12 INSPECTORWk
Of SOUlyolo
N O
i
TOWN OF SOUTHOLD BUILDING DEPT®
765-16®2
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PL13G.
[ ] FOUNDATION 2ND [ ] SULATION
[ ]
FRAMING / STRAPPING [ FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] E TRICAL (FINAL)
REMARKS:
i �-�WVIK f p �/
OKI a,
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DATE INSPECTOR
H O
i
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PL13G.
[ ] FOUNDATION 2ND [ ] SULATION
[ ] FRAMING / STRAPPING [ FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
REMARKS: 4✓o�S�
DATE INSPECTOR 1�4VqaA4>
FIELD INSPECTION REPORT PATE COMMENTS
FOUNDATION(IST)
------------------------------------
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FOUNDATION(2ND) U'
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ROUGH FRAMING& H
PLUMBING
OtL
INSULATION PER N.Y. y'
STATE ENERGY CODE
FINAL
ADDITIONAL COMMENTS
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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) 765-9502 Survey
www. northfork.net/Southold/ PERMIT NO. `'I I �� I?,- Check
Septic Form
N.Y.S.D.E.C.
Trustees
2,
Examined ,20 ������ Contact:
Approved ,20� D D Mail to: >s
Disapproved a/c APO 1 2 2017
Expiration ,20 WELDING DEPT.
TOWN OF SOUTHOLD
Building Inspector
u/7
APPLICATION FOR BUILDING PERMIT
Date �- // -) 20 /7
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. O
7,S
(Siignatu/ of applicant or name,if a corporation)
SO Jfj C
(Mailing address o applicant) IIl Z
State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder
Name of owner of premises u
61 (As on th 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:
House Number Street Hamlet
County Tax Map No. 1000 Section B1ock;. „'S�-, Y '" "''" Loth
Subdivision y-,N1 Filed Map:•No: iv Lot
(Name)
2. State existing use and occupancy of premises and intended use d occupancy of proposed construction:
a. Existing use and occupancy ; Ccs
b. Intended use and occupancy
3. Nature of work(check which applicable): New Building Addition 1�—' Alteration J,,"-
Repair Removal Demolition Other Work
(Description)
4. Estimated Cost
r' n@Id'It� �I�: y
F ! P ►; I, �< Ib,be paid on filing this application)
5. If dwelling, number of dwelling units s R $ Number of dwelling wits°on each floor
If garage, number of cars L
6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 11K
:7777=d=d v?ill'w .y
7. Dimensions of existing structures, if any: Front G: ,9' YD: r ' Depth
Height 1e3 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 ea- Rear Depth
Height `� r Number of Stories l fj
9. Size of lot: Front �z Rear /to Depth /7S' Ce"---�deolca -
10. Date of Purchased I Sr Name of Former Owner &MU— s
11. Zone or use district in which premises are situated le Ile
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 1--�NO
14. Names of Owner of premises 1,,,11V Address �Fe a'r Ai s -w-« Phone No.
Name of Architect,?/a 6, #�,��s Address Phone No
Name of Contractor X 6so z'a, he',,;:�Address - Phone No. sl- 76
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 RE UIRED.
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.
STATE OF NEW YORK)
SS:
COUNTY OF�
,Kez being duly sworn, deposes and says that(s)he is the applicant
(Name of individual gfkning contract) above named,
(S)He is the -X-y e,-A
(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.
Swornto before me this
day of r' 1 20,IueM I '�)I-OL41A
1
Notary fulac Signa re of Applicant
TRACEY L. DWYER
NOTARY PUBLIC,STATE OF NEW YORK
NO.01 DW6306900
QUALIFIED IN SUFFOLK COUNTY
COMMISSION EXPIRES JUNE 30,20A)
Scott A. Russell ��� 11-`b STO)RIMMAAT)ER,
SUPERVISOR NIANA(G IEMIEN T
SOUTI30LDTOWN HALL-P_O.Box 1179 o Town of Southold
Main Road-SOUTHOLD,NEW YORK 11971
,o1 a-
CHAPTER 236 - STOR1ViWATER MANAGEMENT WORD SHEET
(TO BE COMPLETED BY THE APPLICANT)
_— ____._.__1D0ES__TH1S_.PR0JECT
Yes No (CHECK ALL THAT APPLY
❑ A. CIearing, grubbing, grading or stripping of land which affects more
❑[rthan 5,000 square feet of ground surface.
B. Excavation or Tilling 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.
❑EI . Site preparation within the one-hundred-year floodplain as depicted
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,
Si , tacHnfe on, Date & County Tax Map Number! Chapter 236 does not apply to your project.
If you answered YES to one or more—opi1w�above, please submit Two copies of a Stormwater Management Control Plan
and a completed Check List Form to the-BurizUBUBKDepartmenLwWiyouur Building Permit Application.
APPL)CANT- (Property Owner,Design Professional,Agent,Contractor,Other)'- S.C.T.M. 1000 Date
SDistrict
NAME �vr i S ��,_
Section Block Lot
AI
"' •""" �f "• `i=`Jit BLiiLDING DEP RTlltN"f i'tiL 0-NIU;
Conrad)nformat,ort _���" ��/' r/`�
Reviewed By. �j-
— — — — — — — — — — — — — — — — Date: `T
Pro e Address / Location of Construction Wor — — — — — — — — — — 1,— — — — — —
hC2 pproved for processing Building Permit.
Stormwater Management Control Plan Not Required.
— — — — — — — — — — — — — —
D,.,.. D,.,.....ed
r� Stormwater P✓Ianage„;ert Control, ,w, ,J,.�y�, u-
(Forward to Engineering Department for Review)
FORM ' SMCP- TOS MAY 2014
OF S0� Ali
�o�� rdpl
Town Hall Annex 4 `�
54375 Main Road Telephone(631)765-1802
996 5--q11 8 0 2
P.O.Box 1179 G, Q roger.richert(Wto`wri soUthold ny t1s
Southold,NY 11971-0959 ply�0� ��� D ���a�n� •
sUEDING DEPARTh ENr JUN 2 0 2017
TOWN OF SOUTHOLD
APPLICATION FOR ELECTRICAL INSPEC-AWING DEPT•
AUWITDFSOUTHOLD
REQUESTED BY: Date: /1V11d 017
Company Name: 'ff S r--
Name:
Name: TZ . <' Vfv�_Vzt c�
License No.: 5-7 —�.
Address: ,O. SoK .21V CO® 74068 -1197/
Phone No.:
JOBSITE INFORMATION: (1ndicafes required information)
*Name:
*Address: o CJ A 1 F a_s SGV_ LJ'a
Cross Street: �Q nVL C3 LV_r2__ G?.Q po
*Phone No.:
Permit filo.: g P 4 1 SS3
Tax-Map District: - 100o Section:• Block: Lot
*BRIEF DESCRIPTION OF WORK(Please Print Clearly)
(Please Circle All That Apply)
*Is job ready for inspection: YES NO Rou h In
9 - Fula!
*Do-you need a Temp Certificate: YES NO
Temp Information(If needed)
'Service Size: 1 Phase Whase 100 150 200 300 350 400 Other
"New Service: Re-connect" Underground Number of Meters Change of Service Overhead
4dditionai In€onnation: PAYMENT DUE WITH APPLICATION
82=Request for inspection Form ' (
S.C.T.M. NO. DISTRICT: 1000 SECTION: 88 BLOCK: 5 LOT(S):54
I
ILOT 54 I
LOT 53 I VINYL SHED I
L7.0. S 6622'10" E 116.68'
PIPE ^�0.2'N
WOOD RAIL FC C x FC x
FENCE 00.7�S 5.I:E 4' CHANLINK FENCE
O lf�
iv
x INGROUND
SWIMMING POOLLq
x
C� m
Un
1 .7'
U 51.2'
z
W
X z m 2ND FLR.
z CANTI VER
Q OUTDOOR 71CONC.
U SHOWER g 17.9
In
io GATE K GARAGE
8.6'E o --�— 15.2' 'a A
LU WOOD Q N J-
z DECK > Q
SPIRAL I-
s� O
sTAIRCAS (o
SPA cJ` 17.1'
J N J
_Z sX 0 D FLR. O 4' 1.2'
13.0' $ " w4VOpD DECK J J
GATE \ SLATE WALK Vaj 0]
8.0'E t t.0'
U
2 STY FRM. n -
DWELLING
2ND FLR IgD
CANTILE R N
2ND FLR. 04
LOT 5626.9' CANTILEVER
2ND FLR.
WOOL} DECK
- w
W O
• O
O LOT 55
Cn
M �
FLAG POLE
0
z- •
I Cb
N 66022'10" W 81.33'
W.M.
EDGE OF PAVEMENT
WATERSEDGE WAY
7HE WATER SUPPLY, WELLS AND CESSPOOL
LOCATIONS SHOWN ARE FROM FIELD OBSERVATIONS
AND OR DATA OBTAINED FROM OTHERS-
AREA:
THERSAREA: 18,844.3 S.F. OR 0.43 ACRES ELEVATION DATUM: --------------------_____
UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY
MAP NOT BEARING THE LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN
ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING-INSTITUTION
LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTITUTION, GUARANTEES ARE NOT TRANSFERABLE.
THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE
NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE ERECTION OF FENCES, ADDITIONAL STRUCTURES OR AND OTHER IMPROVEMENTS EASEMENTS
AND/OR SUBSURFACE STRUCTURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE TIME OF SURVEY
SURVEY OF: LOT 55 ,CERTIFIED TO: ANGELO S. CHANTLY;
MAP OF: TERRY WATERS FIRST AMERICAN TITLE INSURANCE CO. OF N.Y.;
FILED: DECEMBER 29, 1958 AS #2901
SITUATED AT: SOUTHOLD
TOWN OF: SOUTHOLD KENNETH M. WOYCHUK L.S.
SUFFOLK COUNTY, NEW YORK Land Surveying and Design
P.O. Box 3, Mattituck, New York, 11952
PHONE (831) 298-1589 FAX (631) 298-1588
FILE # 14-105 SCALE: 1 =20" DATE: AUG.. 4, 2014 N. Y. S. LI,C NO. 50227 maintaining the records of Robert J. Hennessy
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RUBBER ROOF CONSTRUCTION
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EXIST G I I TO BE REMOVED
PROPOSED REQUIREMENTS OF THE CODES OF NEW
II PROPOSED GARAGE
FAMIL ROOM I I YORK STATE. N1O-1, RESPONSIBLE FOR
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D 1 O 2!x6 ACQ SILL PLATE
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I I tt 0EVV
o_
RAFTER TO WALL REMOVE EXISTING FOUNDATION NI E W Am 6 ,P!70�duJ ,,._t�'
9 �,
TO BELOW NEW SLAB. ri :� ��a�
EXISTING FOUNDATION WALL 8' POURED CONCRETE FOUNDATION
SCALE: N.T.S. TO REMAIN WDLL ON 8"X16" POURED CONCRETE
ROOTING. ADJUST FOUNDATION
ACCORDINGLY TO MATCH EXIST FIN. En
FILOOR ELEVATION (TYPICAL)
EXISTING 12'-0"
PROPOSED GARAGE ADDITION Charles M . Thomas
S S E C T I O N - 1 S SECTION - 2 -
E 'e-�� ` 1A � a r c h i t e c t
1 (7�.a� `� PO BOX 877 JAMESPORT, NY 11947 (631) 727-7993
o-a �'.� e;I e rr-
2
Ridge Beam SCALE: 1/4" = 1'-0" _ _
SCALE: 1/4" = 1'-O"
t „ I -F ' i"
8.� � PROJECT
LSSU28 cuprD
°rVI
o a
:::3-
RIDGE RIDGE
RAFTER RAFTER
RIDGE ELEVATIONS
SECTION
RETAIN STORM WATER RUNOFF
Simpson Strong Tie
WITH CEILING COLLAR TIES 0 32 O.C. Simpson Strong-Tie PURSUANT TO CHAPTER 236
CS-20x18" MIN. WITH (7) 10d COMMON NAILS # LSSU28 OF THE TOWN CODE.
PER RAFTER INSTALLED OVER PLYWOOD DATE: 4/1/17
PROJECT No.
RIDGE STRAP TIE ADJUSTABLE
CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA DRAWING BY. F. SOLIS
HANGER
SCALE: N.T.S. SCALE: N.T.S. CHK BY.
GROUND WIND DESIGN SEISMIC SUBJECT TO DAMAGE FROM �+ DWG No.
SNOW DESIGN FROST WINTER ICE BARRIER FLOOD AIR MEAN FA14M_F001
SPEED TOPOGRAPHIC SPECIAL WIND WIND-BORNE DESIGN UNDERLAYMENT HAZARDS FREEZING ANNUAL TEM
LOAD MPH EFFECTS REGION DEBRIS ZONE CATEGORY WEATHERING LINE TERMINATE 1 of 2
(MPH) TEMP. REQUIRED INDEX _
20 PSF 130 NO NO YES B SEVERE 36" MODERATE
TO HEAVY 11 YES FROM 199E 599
FIRM MAPS
THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCH I TECT.VISU AL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS.
A
k'
4", yak.
REVISION DESCRIP T ION
7'-6" 12'-0"
EXISTING CONCRETE
FOUNDATION WALLS
TO REMAIN ALIGN W14 EXISTING
I
EXISTING CONCRETE I I `"
FOUNDATION WALLS
TO REMAINI I DROP WALL
ANCHOR AND BON EXISTING I 1 CONTINUOUS Foon G °
EXISTING POURED CONC PIERS LINE EXISTING BLUE5TONE I I M
TO REMAIN LANDING TO REAM AIN WITH #5 KEBABS 2 O.C. I I
VERTICAL I I M
I I I I
REMOVE EXISTING FOUNDATION —�
O ❑ �� TO BELOW NEW SLAB.
N � I I I
9'-3 2' 1 8'-4" 2'-1" 1
5'-5"
I I
SAW CUT EXISTING SLAB. I O
NEW SLAB TO MATCH. PATCH
AS REQ'D
00
PROPOSED POSTS ON I NEW 4" POURED CONC SLAB
POURED CONCNC PI PIER WRAP WITH I
1"X10"AZEK (TYP OF 2) I WITH 6X6 / 1OX10 WWM
PROPOSED V-2 1/2" X 2'-1" POURED CONC
PIERS MIN 3'-0" BELOW GRADE, ANCHOR TO I I N E W
EXISTING PC WALL. (TYP OF 2) I I 8" POURED CONCRETE FOUNDATION
\
WALL ON 8"):16" POURED CONCRETE
EXIS71NG CONCRETE FOOTING. AD UST FOUNDATION
FOUNJDATION WALLS8' 11 I ACCORDINGL TO MATCH EXIST. FIN.
—4" I FLOOR ELEVATION (TYPICAL)
TO REMAIN
EXISTING POURED CONC PIERS -J I
TO REMAIN -----------I
DROP WALL
CONTINUOUS FOOTING
ANCHOR AND BOND TO EXISTING — — — — —
N WITH #5 REBARS 012" O.C. N
VERTICAL - - - - - - - - - - -
16'-3"
18'-4"
U
o
Z �-
� �
�- W
P FOUNDATION PLAN PROPOSED i>> O
SCALE: 1/4„ = 1 —0„ z
F C/) 0
o W oW
Q
z
C) >- o
V J W -�
o �- o
Qz
7'-7” 11'-4” O
a o MATCH EXISTING CONSTRUCTION RUBBER ROOF CONSTRUCTION
'0DECK ABOVE DECK ABOVE n,
No EXISTING O
Z FOYER 7'-6" 12'-0"
O
EXISTING PROPOSED
PHD CORNER
HOLD DOWN
Io EXISTING EXISTING DOUBLE DOOR
WINDOW I AND SIDELITES
m J I 5-8" UNE OF EXISTING WALL /
I� L - - - - - - - - - - - - - - -I 0100
J-
a w TO BE REMOVED / i7
x LINE OF EXISTING SECOND FLOOR CANT ABOVE m W
0
N 3" vi I FI c)ci / O
o io 0 31-0 1 -0 Z w EXISTING BLUESTONE LANDING 1'-0 < Go
�1$ U c
IZ I Wa0 `" d I N O
X I z < mtO I I �I Z® / rn
w M
- - - _ _ -i_T� _ " PROPOSED 4 2"X8" ACQ GIRDER I I 4.jJQ
EXISTING (3) 2"X8" GIRDER PROPO E (3) 2"X8" ACQ I D N j
LINE OF EXISTING DECK ABOVE t L/V-31" 2' --P=O= B TmT4=E� 2' 1 ' 6'-5j" in NEW 2"XB" CJ
10'-5' wI / 016" OC.
EXISTING 6"X6" POSTS ON c 0 3 _
POURED CONC PIER (TYP) PROPOSED 6"X6" POSTS ON o0 0 0i 12'-0"
POURED CONC PIER WRAP WITH EXISTING I j� m
I
Charles M Thomas
1"X10"AZEK (TYP OF 2) w � � o� M .
FAMILY ROOM c
'$-"" w — — fi — - - - - - - - - - a r c h i t e c t
EXTEND DECK ABOVE m II N z LOW PROFILE OH TRACK
�I IX w aI +,\ TO CLEARHEADER AM DROP II PO BOX 871 JAMESPORT, NY 11947 (631) 121-1993
Ln
RIP ACQ SLEEPERS (NEW DECKING TO MATCHLINE OF EXISTING HOUSE ui II I °D o II PROJECT
EXISTING DECK ELEVATION) I� II N ID \ II
CEDAR DECKING TO MATCH EXISTING ZI X w
�I w II Z II
I _____ _= 5 1 1/ PARALLAM DROPPED HEADER
L 00
EXISTING cLi
LEDGER BOARD (LAG BOLTED) I WINDOW a II 3 1/2" X 9 1/2" PARALLAM HEADER \I M
7'-0" TRIPLE 2"X8" ACID RIPPED (6Yi' TO4X2") - - - - - - - - - - - - - W IL - - - -
(4) 2'X8" ACQ HEADER71 ® 16" OC., 3/a" PLYWOOD AND RUBBER LINE OF EXISTING SECOND FLOOR CANT ABOVE FOUNDATION PLAN
5/+' X 6" T&G PORCH CLG ROOFING
NEW 1 076 O.H. DOOR BY "CLOPLAY"
22'-4" FIRST FLOOR PLAN
D RUBBER ROOF DECK DETAIL EXISTING
SCALE: 1/4" = 1'-0"
(244 SF GARAGE ADDITION)
DATE: 4/l/17
PROJECT No.
DRAWING BY.
CHK BY.
DWG No.
P FIRST FLOOR PLAN PROPOSED FAI-M-0
2 SCALE: 1/41' = 1'-0" 2 of 2
THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT.VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS.
TABLE R 301.7
TOP PLATE FRAMING TO ACCOMADATE
CORNER AND PARTITION POSTS ALLOWABLE DEFLECTION OF STRUCRURAL MEMBERS
PIPING — R 6 0 2. 7. 2 STUCTURAL MEMBER ALLOWABLE
RAFTERS AND CEILING DEFLECTION
JOISTS OR APPROVED TOP PLATES _
ROOF TRUSS RAFTERS W/ GREATER L/180
: .. n4
SLOPES THAN j W/NO TOP PLATES ,.
FINISHED CEILING
SECOND STORY TOP PLATE— TABLE 3.1
WW MM ATTACHED TO RAFTERS
TOP PLATE SEE DRILLING AND 16d NAIL AT 24" O.C. GYPSM BOARD INSTALC � IN STUD INTERIOR WALLS AND H/180
JOIST IS PERMITTED TO NOTCHING PROVISIONS ACCORDANCE WITH PARTITIONS
FLOORS AND PLASTERED L/360 STUD
BE CUT OR NOTCHED BORED HOLE MAX CEILINGS
FLOOR JOIST— BETWEEN THESE LIMITS WALL STUD— DIAMETER 60% ALL OTHER STRUCTURAL L/240 BORED HOLE MAX z
SEE DRILLING AND SEE DRILLING AND
BOTTOM PLATE NOTCHING PROVISIONS OF STUD DEPTH MEMEBERS DIAMETER 40% —
WFCM SECTION 3.3.1.1.1 NOTCHING PROVISIONS
EXT. WALLS W/ PLASTER OR H/360 OF STUD DEPTH
STUCCO FINISHE 5/8" MIN. TO EDGE
1/3 SPAN 1 3 SPA WFCM SECTION 3.4.1.1.1t�e' �NSTALLED
OOD STRUCTURAL 5 8" MIN. TO EDGE EXT. WALLS-WIND LOADS L/240/ / IN ACCORDANCE /
d NAIL AT 6 O.C. WITH WFCM TABLE 3.1 WITH BRITTLE(b) FINISHES /
o � ALL PANEL EDGES) _
T JOIST ENDS TO BE 8d NAIL AT 12 O.C. ON ALL EXT. WALLS-WIND LOADS L/24o 5/8 MIN. TO EDGE
FRAMING MEMBERS NOT AT NOTCH MUST NOT EXCEED WITH FLEXIBLE a FINISHES NOTCH MUST NOT EXCEED
FOR BLOCKING BLOCKED AGAINST PANEL EDGES 40% OF STUD DEPTH NOTES: L= SPAN LENGTH, H = SPAN HEIGHT 25% OF STUD DEPTH
BAND JOIST ND BRIDGING ROTATION IN ACCORDANCE (a) CORNER DETAIL a. The wind load shall be permitted to be taken as 0.7 times the cn
TOP PLATE OR BLOCKING SEE WFCM SECTION 3.3 WITH WFCM 3.3.1.3—END RESTRAINT GYPSM BOARD INSTALLED IN component and cladding loads for hte purpose of the determining BORED HOLES SHALL NOT w
d NAIL AT 6 O.C. deflection limits herein.
P)
AND 3.3.1.4 BRIDGING ACCORDANCE WITH WFCM TABLE 3.1 BORED HOLES SHALL NOT BE LOCATED IN THE SAME IF HOLE IS BETWEEN 40� AND 60� o
BEARING ALL PANEL EDGES) BE LOCATED IN THE SAME b. For cantilever memebers, L shall be taken as twice the lenght CROSS SECTION OF CUT OR OF STUD DEPTH, THEN STUD MUST BE
WALL of the cantilever.
CROSS SECTION OF CUT OR 5/ " MIN. TO EDGE C. For aluminum structural members or poneles used in roofs or DOUBLE AND NO MORE THAN TWO
walls of sunroom additions or patio covers, not supporting SUCCESSIVE STUDS ARE DOUBLED
1 IN.x4 IN. RIBBON p pporting edge of
LAP JOIST 3 IN. MIN. CUT INTO STUD — glass or sandwich panels, the total load deflection shall not AND SO BORED
BAND JOIST exceed L/60. For sandwich panels used in roofs or walls of z
BOTTOM PLATE FOR FIRE BLOCKING
WOOD STRUCTURAL PANEL sunroom additions or patio covers, the total load deflection shall Ln N
OR BLOCKING INSTALLED IN ACCORDANCE WFCM 2015 SBC HIGH WIND EDITION not exceed L/120 w
16d NAIL AT 24 O.C. WITH WFCM TABLE 3.1 TABLE R 301.2.2.2.1 WFCM 2015 SBC HIGH WIND EDITION
SILL PLATE JOIST SECTION 3.4.3.1 .1 FIGURE 3.313 WALL BRACING ADJUSTMENT FACTORS BY ROOF SECTION 3.4.2.1 .1 FIGURE 3.3 A
CRAWL SPACE ° \—SUBFLOOR FRAMIING AT 6"
ATPANELNOTCHING AND BORED HOLE LIMITATIONS COVERING DEAD LOAD NOTCHING AND BORED HOLE LIMITATIONS
OR BASEMENT MONOLITHIC EDGES AND 12 O.C. ON ALL ROOF/CEILING ROOF/CEILING
FOUNDATION F UNDOTIONRADE (b) INSIDE CORNER DETAIL PANEL EDMEMBERS NOT AT FOR INTERIOR NONBEARING WALLS DEAD LOAD DEAD LOAD FOR EXTERIOR WALLS AND BEARING WALLS
WALL SUPPORTING 15 psf or less 25 psf
PLATFORM FRAMING INTERMEDIATE BALLOON FRAMING NOTCHING AND BORED HOLE LIMITATIONS
EXTERIOR CORNER FRAMING- FOR
ONLY 1.2
FOR EXTERIOR BEARING AND INTERIOR 2x4 CONTINUOUS �
BEARING WALL ROOF PLUS ONE STORY t.o t.t LATERAL BRACE AT 6 O.C. � r
NON— BEARING WALLS: 8602.6 �1 �C (2� FOR SI: 1 POUND PER SQUARE FOOT = 0.49 kN/M(2) o
TYPICAL WALL, FLOOR & ROOF FRAMINGUj
JOISTS a. LINEAR INTERPOLATION SHALL BE PERMITTED Ld
WIND—BORNE DEBRIS PROTECTIION FASTENING SCHEDULE 2-10d NAILS (n N Uj
FOR WOOD STRUCTURAL PANELS
ROOF FRAMING DOUBLE TOP PLATE �
TRUSS OR CEILING JOIST 0 W
FASTENER SPACING inches 1i L� SEE STUD TO RAFTER z
FASTENER SPAN 4 FEET 6 FEET \\- BLOCKING SECTION A—A C PPLE TUD T PICALOR STUD TO STUD DETAIL GABLE END TRUSS
< 4 FEET < PANEL SPAN < PAN L 0
TYPE — ENDWALL ONNECTORS Q
< 6 FEET < 8 FEET 1/2" SPACING A A R QUIRED 0� 0 0
— — aLLows
N0. 8 WOOD SCREW 16" 10" 8" NSTALLATION NAILS
NAILS
ANCHOR WITH 2" EMBEDMENT Uzi HEADER STUDS FU L STUDS 5d COOLER NAILS AT 10" O.C. 0 Q
LENGHT I—
DOUBLE A A NOTE: 2"x4" BLOCK NAILED TO EACH
sTUO (MIN. ° CORNER STUD UPLIFT CONNECTION IS REQUIRED BRACE WITH 4-10d NAILS
AT HARDW RE ° CONNECTED TO BLOCKING
NO. 10 WOOD SCREW 16" 12" 9" HOLDDOWN o o TRANSFER SHEAR AT EACH END OF HEADER AND z
ANCHOR WITH 2" EMBEDMENT (HDU) ° N uPL AT BOTTOM OF HEADER STUDS IN GYPSUM BOARD
LENGHT NOTE: SIMILAR CO NEC R ADDITION TO CONNECTORS AT 5d COOLER NAILS AT 7" O.C. W
° ° CONNECTION AT R UIR WALL STUDS AND AT TOP AND z
° 2-16d COMMON FOUNDATION. BOTTOM OF CRIPPLES 20 GAUGE STRAP w n
1/4" LAG SCREW BASED ANCHOR 16" 16" 16" SIDE WALL ° NAILS END WALL FLOOR BRACING AT * END BAYS TYPICAL FRAMING AND UPLIFT 10-8d NAILS o (�
LENG T EMBEDMENT ; ; ( WFCM FIGURE 3. 6 CONNECTIONS FOR OPENINGS Q w
I sueFLooR 8d NAIL AT 4 O.C.
ENDWALL STUDS
a. THIS TABLE BASED ON 180 MPH WIND SPEEDS ANDA 33 FOOT MEAN ROOF HEIGHT. FACE OF FOOTING CEILING BRACING GABLE ENDWALL
b. FASTENERS SHALL BE INSTALLED AT OPPOSING ENDS OF THE WOOD STRUCTURAL PANEL.
FASTENERS SHALL BE LOCATED NOT LESS THAN 1" FROM EDGE OF PANEL. BAND JOIST 11f� Lli
0- 12" MAX. (WFCM FIGURE 11 )
c. ANCHORS SHALL PENETRATE THROUGH THE EXTERIOR WALL COVERING WITH AN "' o AILS BASED ON
EMBEDMENT LENGHT OF NOT LESS THAN 2" INTO THE BUILDING FRAME. o ,l SHEAR WALL REQUIREMENTS
FASTENERS SHALL BE LOCATED NOT LESS THAN 2 1/2" FROM THE EDGE OF CONCRETE BLOCK OR MASONRY.
TUCCO SHALL BE ATTACHED USING h TOP PLATE v
d. PANELS ATTACHED TO MASONRY OR MASONRY/S h; ° `'- H NO CEILING PROVIDE RAFTER TO RIDGE TENSION STRAP
VIBRATION—RESISTANT ANCHORS HAVING AN ULTIMATE WITHDRAWAL CAPACITY OF NOT ° H/2 BUT NEED OT / DIAPHRAGM CENTER 2x BLOCKING RIDGE HANGERS IF USE 8-8d COMMON NAI S
LESS THAN 1,500 POUNDS. o EXC ED 15 FT. AX. ��' EXCEED 40 EED. MAX.TREQUIRED ON SHEATHING JOINT RAFTER TAILS ARE NOT EACH END OF 1-1/4� o
WOOD STRUCTURAL PANELS SHALL HAVE A MINIMUM THICKNESS OF 7/16 INCH (11.1 m) HOLDDOWN ° ° ° CORNER STUD 15,/32 WOOD STRUCTURAL PANELS STRAPPED TO TOP 20 GAUGE STRAP N
° ON GABLE FACE AND ON WALL BELOW PLATE OF WALL BELOW Z
(HDU) ° ° CONNECTED TO BASED ON SHEARWALL REQUIREMENTS Q
ROOF RAFTER o 0 o TRANSFER SHEAR FOUNDATION CLEARANCE FROM SLOPES GABLE ENDWALL, BALLOON FRAMING
°
20 GA. STRAP-
DOUBLET ( IN) PREFERRED METHOD °
1„ AT HARDWARE RAFTER
4� WIDE MIN. 8d NAIL AT 12" OC. ON o
W(8) 8d NAILS HOLD DOWN ALL FRAMING MEMBERS
EACH SIDE BRACKETS AT SHEAR WALL CORNERS, NOT AT PANEL E)GIES 3
WINDOW AND DOOR OPENINGS: GYPSJMi BOARD Z
W RIDGE BEAM
(FLOOR TO FLOOR & FLOOR TO FOUNDATION; WFCM 16d NAIL AT
Cn.
FLOOR TO FLOOR PIHD5 24" O.C. RIDGE TENSION STRAP DETAIL � ,
CONNECTION ° TABLE R301 . 5 NOTES N
FOR Sk 1 POUND PER SF= 0.0479 kN/M(2), 1 POUND = 4.45N. r`
SIDE WALL a. ELEVATED GARAGE FLOORS SHALL BE CAPABLE OF SUPPORTING
EXTERIOR WALL STRAPPING SCHEDULE 8d NAIL AT 6" A 2,00 POUND LOAD APPLIED OVER A 20 SQUARE INCH AREA. O
O.C. (ALL PANEL b. APPPLIED TO ATTIC SPACES MEETING THE REQUIREMENTS IN TAB L E R301 . 5
AREA HOLDDOWN USED / LENGTH NUMBER OF CAPACITY OF HOLDDO EDGES S NOTES SECITRON R802.4.1 FOR CONVENTIONAL CEILING JOISTS AND —'
NAILS ) SECTION 8802.10.7 FOR TRUSSES. ATTICS WITHOUT STORAGE ARE
RIDGE SIMPSON CS-20-40 INCHES MIN. 6-8d PER RAFTER 602 LB RAFTER TO RAFTER
WOOD STRUCTURAL PANEL THOSE WHERE THE MAXIMUM CLEAR HEIGHT BETWEEN JOINST AND
o°
SimpsonStrong— Tie INSTALLED IN ACCORDANCE WITH RAFTER IS LESS THAN 42 INCHES, OR WHERE THERE ARE NOT TWO }� r
RAFTER TO STUD SIMPSON H-7 ANCHOR 4-Bd TO RAFTER 985 LB PER EVERY RAFTER NAILING SCHEDULE TABLE 3.1OR MORE ADJACENT TRUSSES WITH THE SAME WEB CONFIGURATION MINIMUM UNIFORMLY DISTRIBUTED LOADS (
,
8-8d TO STUD CONNECTION CAPABLE OF CONTAINING A RECTANGLE 42 INCHES HIGH BY 2
A35— Chimney Framing , 2-8d TO PLATES WCFM HIGH WIND EDITION) FEET WIDE, OR GREATERE, LOCATED WITHIN THE PLANE OF THE Z
FLOOR TO FLOOR SIMPSON CS-20-40 INCHES MIN. 40-8d 1005 LB PER EVERY STUD C81 OUTSIDE CORNER DETAILTRUSS. FOR ATTICS WITHOUT STORAGE, THIS LIVE LOAD NEED NOT
CONNECTION — BE ASSUMED TO ACT CONCURRENTLY WITH ANY OTHER LIVE LOAD USE LIVE LOAD
3
ROOF RAFTER RIDGE DETAIL_ rD
SILL PLATE SIMPSON H-8 5-8d TO STUD 745 LB EVERY STUD REQUIREMENTS.
4-8d TO PLATE GYPSUM BOARD :2
c. INDIVIDUAL STAIR TREADS SHALL BE DESIGNED FOR THE
8d NAIL AT UNIFROMLY DISTRIBUTED LIVE LOAD ORA 300 POUND
* NOTES: SIMPSON STRONG TIE HDU 6" O.C. (ALL CONCENTRATED LOAD ACTING OVER AN AREA OF 4 SQUARE EXTERIOR BALCONIES 40 W
3 SCALE: N.T.S. ALL STRAPPING INDICATED MEETS OR EXCEEDS THE REQUIREMENTS IN THE SBCCI (STANDARD FOR HURRICANE RESISTANT RESIDENTIAL SIZE PER MOST RECENT QATALOG PANEL INCHES, WHICHEVER PRODUCES THE GREATER STRESSES. M
CONSTRUCTION, SSTD 10-99) TABLE 305 F1 FOR EAVE CONNECTIONS, TABLE 305 F2 FOR UPLIFT LOADS AT GABLE END WALLS AND IDE WALL d. A SINGLE CONCENTRATED LOAD APPLIED IN ANY DIRECTION AT
TABLE 3.2 FOR FOUNDATION CONNECTIONS. NAILING OVER STRUCTURAL WOOD PANEL SHEATHING IS ACCEPTABLE AS LONG AS MIN. o EDGES) ANY POINT ALONG THE TOP DECKS 40 V
NAIL PENETRATION INTO FRAMING IS ACHIEVED. e. SEE SECTION R502.2. FOR DECKS ATTACHED TO EXTERIOR
WOOD STRUCTURr'_I WALLS. L
®I * INSTALL THROUGH FIRST FLOOR SHOE. PANEL INSTALLED IN f. GUARD IN - FILL COMPONENTS (ALL THOSE EXCEPT THE PASSENGER VEHICLE GARAGES 50cc
HANDRAIL) , BALUSTERS AND PANEL FILLER SHALL BE DESIGNED C L x
�I ACCORDANCE WITH TO WITHSTAND A HORIZONTALLY APPLIED NORMAL LOAD OF 50 ATTIC WITHOUT STORAGE 100
®I NAILING SCHEDULE \-16d NAIL AT POUND ON AN AREA EQUAL TO 1 SQUARE FOOT. THIS LOAD NEED ,..C� m
®I (TABLE 3.1, WCFM 2015 24" O.C. NOT BE ASSUMED
S U MENTO ACT CONCURRENTLY WITH ANY OTHER LIVE ATTICS WITH STORAGE 20 o
g. APPLIES TO ATTICE SPACES NOT MEETING THE REQUIREMENTS ROOMS OTHER THAN SLEEPING ROOMS
® HIGH WIND EDITION) U tV
a
® z FOR STORAGE PER FOOTNOTE b. SEE SECTION R802.4.2 FOR 40
® 8d NAIL AT 6" O.C. ON ``' CONVENTIONAL CEILING JOISTS AND SECTION R802.10.6 FOR
ALL FRAMING MEMBERS TRUSSES. FOR ATTICS WITH LIMITED STORAGE AND CONSTRUCTED SLEEPING ROOMS 30
AT PANEL EDGES AND (B) INSIDE CORNER DETAIL WITH TRUSSES, THIS LIVE LOAD NEED ONLY BE APPLIED TO THOSE
PORTIONS OF THE BOTTOM CHORD OF NOT LESS TAHN TWO
12 O.C. ON ALL ADJACENT TRUSSES WITH THE SAME WEB CONFIGURATION STAIRS 40
FRAMING MEMBERS NDT CONTAINING A RECTANGLE 42 INCHES (1067mm) HIGH OR GREATER
AT PANEL EDGES BY 2 FEET (610 mm) WIDE OR GREATER, LOCATED WITHIN THE GUARDRAILS AND HANDRAILS 200 SHEET NO.
PLANE OF THE TRUSS. THE RECTANGLE SHALL FIT BETWEEN THE
2 CORNER BRACING DETAIL TOP THE BOTTOM CHORD AND BOTTOM ANY OTHER TRUSS
MEMBER, PROVIDED THAT EACH OF THE FOLLOWING CRITERIA IS
MET:
• o
EXTERIOR C 0 R N E R FRAMING 1. THE ATTIC AREA IS ACCESSIBLE BY A PULL - DOWN STAIRWAY
• 3 SCALE: N.T.S. OR FRAMED OPENING IN ACCORDANCE WITH sECTION 807.1:AND
Simpson Strong— Tie 2.12HE TRUSS SHALL HAVE A BOTTOM CHORD PITCH LESS THAN
h ATTIC SPACES SERVED BY A FIXED STAIR SHALL BE DESIGNED
HDU
TO SUPPORT THE MINIMUM LIVE LOAD SPECIFIED FOR SLEEPING
ROOMS.
(TABLE 4 WFCM 2015 HIGH WIND EDITIONI The design of this structure Is based upon prescriptive approach using the
TABLE 2 WFCM 2015 HIGH WIND EDITION SILL OR BOTTOM PLATE TO FOUNDATION ANCHOR BOLT Wood Frame Construction Manual (WFCM) 2015 130 MPH COPYRIGHT 2015 SBC
published by The American Forest and Paper Association. Non- Structural lements
NAILING SCHEDULE NN C O S S G UP E & H LOAD are based upon the INTERNATIONAL RESIDENTIAL CODE 2015. GENERAL N 0 T E S: ^�
MAX. ANCHOR BOLT SPACING (INCHES)
ANCHOR BOLT CONNECTION FOUNDATION NOTES 1,2,3,4 1. All works shall be performed in accordance with all state, I & I
NUMBER OF NAILS RESISTING SUPPORTING For the Climatic and Geographical Design Criteria, see Table R301.2(1) on municipal, local zoning and building codes and ordinances ' t 1,q__
I11
JOINT DESCRIPTION NAIL SPACING s/8" ANCHOR BOLTS 3s sheet no. 1 t� ', y � r'
COMMON NAILS 1 - FLOOR having jurisdiction and best standards of construction
LATERAL AND SHEAR LOADS 2 - FLOORS 5/8" ANCHOR BOLTS 2s All non engineered lumber to be Douglas Fir#2 or better practice.
RAFTER TO TOP PLATE TOE-NAILED 4-8d PER RAFTER 1. PRESCRIPTIVE LIMITS ARE BASED ON ASSUMPTIONS IN TABLE 3. Wind Lim itationsSectio On 0301.2.1 The American Institute of Architects Conditions shall apply
Design 0301.2.1.1. See Table 0301.2. 4 A for Wind-Born Debris
g ( ( ) to all work performed on this project. r - '
2. WHEN ANCHOR BOLTS ARE USED TO RESIST UPLIFT, LATERAL, AND SHEAR LOADS, THE MAXIMUM ANDCHOR BOLT SPACING SHALL NOT EXCEED TFIiE Protection Fastening Schedule For Wood Structural Panels 2. The Contractor shall verify all conditions at the site. Any
CEILING JOIST TO TOP PLATE TOE-NAILED 4-8d PER JOIST LESSER OF THE TABULATED. g )3. FOR THREE SECOND GUST WIND SPEEDS GREATER THAN 130 MPH, discrepancies must be brought to the attention of the Architect Live Load-Section R301.5 prior to commencement of construction. The Contractor shall be
CEILING JOIST TO PARALLEL RAFTER FACE-NAILED
9-16d EACH LA Light and Ventilation-Section R303 responsible for corrections not reported once he has started work
CEILING JOIST OVER PARTITIONS FACE-NAILED 9-16d EACH LAP
Minimum Room Area-Section 0304 except for hidden job conditions. z
8d PER TIE
6 Ceiling Height-Section R305 3. Contractor shall guarantee to the Owner that ail materials and p
COLLAR TIE TO RAFTER FACE-NAILED - Sanitation-Section R306 equipment incorporated in the work will be new, and that all work _
Toilet Bath and Shower Space-Section 0307 will be of good P g quality, free from faults and defects for a period
2-$d EACH EN
BLOCKING Glazing-Section R308 of one year form the date of the final Certificate of Occupancy.
TOEGarages and Carports-Section R309 4. The Architect shall not be responsible for the construction means, a-
Emergency Escape and Rescue Opening-Section R310 method, techniques, sequences or procedures, or for the safety
TRIM BOARDD RAFTER TO RAFTER (END-NAILED) 2-16d EACH END
WALL FRAMING Means of egress-Section R311 precautions and programs in connection with the work, and he
Landing-Section R311.3 shall not be responsible for the contractors failure to carry out
TOP PLATE TO TOP PLATE FACE-NAILED 2-16d {SEE NOTE 1 PER FOOT
Ramps-Section 0311.6
the work in accordance with the construction documents. The
4-16d JOINTS - EACH SIDE
Stairway-Section R311.7 Architect shall not be responsible for the acts or omission by
TOP PLATE AT INTERSECTION FACE-NAILED Handrail-Section R311.7.8 the contractor No changes shall be made in the documents w
2-16d 24' O.C. Guards-Section R312 and/or the building as designed without the expressed written a
/ 9 9 P
Smoke Alarms-Section 0314 consent of the Architect.
STUD TO STUD FACE-NAIL
HEADER TO HEADER FACE-NAILED 16d 16" O.C. ALONG EDGES Carbon Monoxide Alarms - R315 5. The contractor and all subcontractors shall maintain continuous
Foam plastic-Section R316
2-16d PER 2X4 STUD insurance coverage statutory policies (Worker
Flame Spread and Smoke-Section 0315
Compensation, etc.) and general liability in an mount not cn
TOP OR BOTTOM PLATE TO STUD (END-NAILED 3-16d PER 2X6 STUD Insulation-Section R316 less than $ 5 million and automobile liability and damage
4-16d PER 2X8 STUD Dwelling Unit Separation-Section R317 Y 9 0
Moisture Vapor Retarders-Section R318 coverage not less than $ 2 million. The Architect shall be v: r,
2-16d SEE NOTE 1,2 PER FOOT Protection A ainst Deca Section R317 named insured on any and all policies. >
_ N
_;T FNnjnlST OR gl-oKING
FACE-NAILED Li
Protection Against Termites-Section R318 6. Provide 0.025" of a meatal shield, other than aluminium, over fibrous
FLOOR FRAMING Site Address-Section R319 insulation at all perimeter sills.
Accessibility-Section R320 7. All wood in contact with concrete or masonry to be Wolmanized
JOIST TO SILL TOP PLATE TO GIRDER TOE-NAILED 4-8d PER JOIST Elevators and Platform lifts -Section R323 or pressure creosoted.
2-8d EACH END Flood Resistant Construction-Section R324 8. A single station smoke detector alarm device shall be installed
BRIDGING TO JOIST (TOE-NAILED)
in each bedroom, on all floors and shall be all interconnected per code.BLOCKING TO SILL OR TOP PLATE TOE-NAILED 3-16d EACH BLOCK Found9. All bathroom without operable windows to be mechanically ventilatedation-Chapter 4 9. er New York State Code.
Design based upon presumptive load bearing values of sandy gravel and or gravel P
LEDGER STRIP TO BEAM FACE-NAILED 3-16d EACH JOIST at 3000 pounds 10. Heating to be designed to provide 70 degrees F. with outdoor
3-8d PER JOIST per square foot. Contractor to consult Arcitect if different soil materials are designed air-temperature of 0 degrees F. and 15 MPH wind.
JOIST ON LEDGER TO BEAM TOE-NAILED found upon excavation, 11. All electrical work to be in accordance to the rules and �Q
3-16d PER JOIST or test hole, for alternative footing and foundation wall design. regulation of N.Y.B.F.U. and a N.Y.B.F.U. certificate is
to be presented to the Owner at the completion of the job. r
BAND JOIST TOJOIST END-NAI Foundation Notes: 12. Plumbing Installation to comply with State and Local codes Q
BAND JOIST TO SILL OR TOP PLATE TOE-NAILED 3-16d PER JOIST
5/8" Ancor Bolts (SSTB-28) See chart on this sheet for spacing and the sewage disposal system to meet Health Department standards. W
8" poured concrete foundation wall, 8'-0" high, 3000 # test 13. Do not scale drawings. Use figure dimensions only. (n N
" ROOF SHEATHING 14. All work to conform to the rules and regulations of the New York
$d 6" EGGS 6" FIELD Minimum depth-Section 403.1.4, 48' minimum coverage to top of footing Energy Conversation Construction Code. All glazed area to be double
STRUCTURAL PANELS RAFTERS OR TRUSSES SPACED UP TO 16 OC /
16"x8" poured concrete wall footings, 3000# test glazed and all exterior door to have insulated cores.
GABLE ENDWALL RAKE OR RAKE TRUSS W10 GABLE OVERHANG 8d 6 6 Q
" EDGE / " FIELD 2-1 3/4"x11 7/8" Microlam Girder (or 3 1/2"x11 7/8" Power Beam) 15. The insulation protection as indicated on these plans exceeds z W
4" poured concrete floor slab with 6x6x 10 mesh and vapor barrier sminimum standards.
Damp proofing at exterior foundation below grade-Section R406 16. These d drawings and specification are instruments of service and
GABLE ENDWALL RAKE OR RAKE TRUSS W STRUCTURAL OUTLOOKERS /8d 6" EDGE 6" FIELD 30"x30"x12" deep poured concrete column footings, 3000# test shall remain the property of the Architect whether the >>
8d 4" EDGE / 4" FIELD p p y project for > 0
GABLE ENDWALL RAKE OR RAKE TRUSS W LOOKOUT BLOCKS CONCRETE TO HAVE 5 TO 7% AIR-ENTRAINMENT which they made is executed or not. They may not be used .Q
CEILING SHEATING Deck and porch flootings as noted, 3000# test, 48" minimum buried depth on any other project except by written authorization of the Architect. r 1
5d COOLERS 7" EDGE / 10" FIELD 17. Architect has not been retained for site supervision, on-site lJ
GYPSUM WALLBOARD Foundation wall to extend a minimum 8" above finished grade inspection and certifications as required or requested by the Owner, Q
WALL SHEATHING All footing to be carried down to undisturbed soil contractor or local building department.
No footing shall be set higher than a 30 degree angle from any other footing
STRUCTURAL PANELS STUDS SPACED UP TO 16" OC
8d 6" EDGE / 12" FIELD Pour no concrete on frozen ground or in freezing water. Q
Provide 3 1/2' steel lolly columns.
Backfill shall not be placed against the wall until the wall has sufficient UPLIFT - CONTINUOUS PATH CONNECTORS
strength and has been anchored to the floor above, or has been sufficiently cc
braced to prevent damage by the backfill (Section R404.1.7.) USE SIMPSON STRONG-TIE CONNECTORS L
Floors - WFCM Prescriptive Method. FOLLOW PRODUCT SELECTION GUIDE AND
Floor framing shall be nailed in accordance with Table 2 WFCM HIGH WIND EDITION. INSTALLA11ON MANUAL FOR HIGH WIND RESISTANT
GYPSUM WALLBOARD 5d COOLERS 7" EDGE / 10" FIELDFloor
- Section R502.12
CONSTRUCITON CATALOG C-HW02 � W
Fireblocking - Section 0502.13. Q
ANCHOR BOLTS IN FOUNDATION USE: W
Floor Construction: SSTB28 WITH BEARING PLATE, SEE FOUNDATION Simpson Strong-Tie
3/4" plywood subfloor, fasten per Table 3.1 WFCM. NOTES FOR SPACING Q0210 2X6
Floor joists: see Foundation and Floor Plans, spacing as noted. Q W
Fasten per Table 3.1 WFCM. SILL PLATE TO RIM JOIST USE: AT EACH RAFTER UJ
2-2x6 ACQ sill with termite shield and sill seal. LTP4 16" O.C. AT EXTERIOR PERIMETER Q
Finish floors per agreement. AND GARAGE/HOUSE COMMON WALL 4-10d x 1 1/2"
FLOOR SHEATHING Wall construction - WFCM Prescriptive Method. USE (4)-8d NAILS AT EACH END
Wallframing and finishing shall be nailed and or screwed in accordance with GARAGE STUD GARAGE SILL PLATE USE:
STRUCTURAL PANELS WFCM, Table 2 and Section 4 NOTE:
1x6 fascia, wrap SSP CONNECTOR AT 16" O.C.
1' OR LESS 8d 6" ECGE / 12" FIELD overhangs as noted. USE (4)-8d NAILS AT EACH END ATTACH LEDGER TO FRAMING
lOd 6" EDGE / 6" FIELD Vinyl vented soffits.
GREATER THAN 1" Alluminum gutters and leaders. Siding: see Elevations. RIM JOIST TO STUD CONNECTION USE: MEMBER WITH 2-1/2" X 5" LAG
Tyvek housewrop. MTS 36, 1s" O.C. BOLTS AT 16" ON CENTER
1/2 plywood sheating, see fastening schedule, Table 3.1, 3.9 WFCM. USE (4)-8d NAILS AT EACH END
2x4x Studs ® 16' o.c. with 2x4 shoe and double 2x4 plate FLOOR TO FLOOR CONNECTION USE:
1/2" Gypsum wall board MSTA 36, 16" O.C.
USE (4)-8d NAILS AT EACH END
5/8"Type X GWB in garage. (2) layers J" GWB at fire partition SimSOn Strong-Tie Tle C7
1/2 MR GWB in wet areas P g-
RAFTER TO STUD CONNECTION USE: 0
At least one window in each sleeping room shall comply with the exit reqirements MTS 36, EACH ROOF RAFTER U210 2X6 0
of section R310. i- N
USE B 16d NAILS AT EACH END
Note drilling and notching limitations in figure 0602.6(1) for bearing walls and RAFTER TO RIDGE TO RAFTER CONNECTION USE: AT EACH CEILING JOIST Z
figure R 602.6(2) for non - bearing walls. H7 EACH ROOF RAFTER
Follow exterior corner framing detail figure R602.10.5 4-10d x 1 1/2" () -aj
DECK POST TO CONCRETE CONNEC11ON USE:
Roof assemblies - WFCM Prescriptive Method (WFCM table 2) Asphalt strip shingles PBS44A FOR EACH POST
shall have minimum of six (6) fasteners per shingle (section R905.2.5) z
Underlayment application (Section R905.2.7.)nailing see table 3.8 DECK POST TO GIRDER CONNECTION USE:
SIMPSON For roof slopes of two (2) units vertical in twelve (12) units horizontal (17- PC44 FOR EACH POST < J
SIMPSON H-8 USE W/ONLY 8" ANCHOR BOLT (14") percent slope), o _-
5- 8D TO STUD ONE SILL BP-3 PLATE up to four (4) units vertical twelve (12) units horizontal (33 -percent slope ), GIRDER TO DECK JOIST CONNECTION USE: Simpson Strong-Tie
4- 8D TO PLATE PLATE IN MTS12 ® EACH JOIST U210 2X6
(EVERY STUD) STUD TOS 7" MINIMUM EMBEDMENT underlayment .,.
shall be two (2) lyers applied in the following manner. Apply A 19-inch (483)strip PORCH POST TO DECK USE:
ATTACH T (SEE ANCHOR SCHEDULE, of 4,° AT EACH DECK/PORCH JOIST
ON DWGS A-3.1 AND A-3.2) underlayment felt layers with and starting at the eaves , fastened sufficiently to PS720 (ALIGN WITH JOIST BELOW) .ti
hold in place.
SIMPSON Startingat the eave apply 36- inch wide 914 mm sheets of underlayment, PORCH POST TO GIRDER USE: R USE:720
HDU � PP Y ( ( yment, PORCH ROOF RAFTER TO GIRDER USE:
° " overlapping H2.5A AT EACH ROOF RAFTER
" (14) SDS Ya X 3 WOOD SCREWS successive sheets 19 inches (483mm), and fstened sufficiently to hold in place. 4-10d X 1 1/2" CZ
7 MIN EMBEDMENT For roof slopes of four (4) units vertical in (12) units. U �,
'• (SEE FOUNDATION PLANS A-3.1 AND
TYPICAL PORCH / DECK LEDGER
° Ice Protection (Section 0905.1.2)
° (MINIMUM DOUBLE STUD)
° •• °�' A-3.2 FOR LOCATION) Underlayment in High wind (Section R905.1.1) C 0 N N E C TI 0 N S
°•° °" ' �'
' • a D SIMSON STRNG - TIE Flashing (Section R905.2.8) 0
STU Y2 BEARING PLATE
°° A ;4•. ° a c �1 » » Chimney and firespaces - Chapter 10
1 1/4 COILSTRAP - 16 O.C. Energy Efficiency - Chapter 11, see attached report DOUBLE 2X MIN.
0. • ' '° " °• USE 4-8D P�11LS ® EACH STUD Mechanical - Chapter 12
° .'° .•'°•s D s• '° .a�• L�aa�' Q , •° , General Mechanical System - Chapter 13 FOR HEADER OR
•°, d°
o ° • ., °° • , °° • °° , , .°d , ° ° Heaitng and cooling equipment - Chapter 14 BEAM
° °. . Exhaust Sustem - Chapter 15 >•-
o D '°�n� c :n. c b•°. 4
1'�'a..C Duct System - Chapter 16 .� z
L e� D e' D .�o D .,`,b' DA C• tie DOUBLE TOP PLATE MTS30 ROOF RAFTERS Combustion Air - Chapter 17 Simpson Strong-Tie _
°• ° c °• ° a ° .° a e
r
Chimneys and Vents - Chapter 18 AC4
°
.° SSP Plumbing - Part VII AT EACH POST o
a
°• SEE PLAN ° - V r Cn
' e /_'` v
1 3/4" IMU A ° ° °'°'%
UU
EDGE DISTANCE x•44 9' ° HEA)IER
FLOOR TO FLOOR D LSTA21 Flood Zone 301.2.4
Simpson Strong-Tie v,J
KIN;,.STUDS CS20 1%" COILED Y2" THREADED ROD L
CONNECTION STRAP. MIN 12" REQUIRED FOR STU 1/2
JAI;IC STUDS OVERLAP AT EACH
SIMPSON STRONG - TIE STUD L
x
0
1 1/4" COIL STRAP - 2"MINIMUM CNW NUT COUPLERo
16" O.C. USE 4-8D SIDECOVER
°
NAILS AT EACH STUD °
I MIN EDGE
MIN OVERLAP IS 12 JACK FO SIL o ®® : r:; � DISTANCE*
SIMPSON STRONG-TIE
RT2.5 -
H8 OR 1 1/4" COIL
MIN EDGE SHEET N0.
STOCKDISTANCE*
FLOOR TO FLOOR Simpson Strong-Tie
WRAP UNDER SILL PLATE AT EACH ROOF TYPICAL STRAPPING FOR CONNECTIONS: AB *NOTE: SEE MANUFACTURERS
MIN. OVERLAP IS 12" RAFTER USE 8-16D FRAMED OPENING EXTERIOR WALL AT EACH POST FOOTING MINIMUM DISTANCE CHART FOR
INSTALLATION
SILL PLATE TO RIM JOIST AND STUD TO ROOF RAFTER NAILS AT EACH END, CANTILEVER CONDITION
RIM JOIST TO STUD CONNECTION CONNECTION 12" MIN OVERLAP PER WALL TO FOUNDATION CONNECTION PORCH COLUMN CONNECTIONS
COMPONENT