HomeMy WebLinkAbout41830-Z ��4�gUFFUt,f�pGy Town of Southold 10/3/2018
a
ti P.O.Box 1179
o _ 53095 Main Rd
y.1j01 �a0- Southold,New York 11971
CERTIFICATE OF OCCUPANCY
No: 39936 Date: 10/3/2018
THIS CERTIFIES that the building ADDITION/ALTERATION
Location of Property: 410 Bunny Ln,New Suffolk
SCTM#: 473889 Sec/Block/Lot: 117.-6-28.1
Subdivision: Filed Map No. Lot No.
conforms substantially to the Application for Building Permit heretofore filed in this office dated
7/18/2017 pursuant to which Building Permit No. 41830 dated 7/21/2017
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:
alterations and screened porch addition to an existing one family dwelling as applied for.
The certificate is issued to Hemer,Alec&Urbanelli,Elisa
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL
ELECTRICAL CERTIFICATE NO. 41830 9/19/2018
PLUMBERS CERTIFICATION DATED (� n
7 rtedure
o�Sn�n�,r�oTOWN OF SOUTHOLD
BUILDING DEPARTMENT
y z TOWN CLERK'S OFFICE
o SOUTHOLD, NY
4 oR
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#: 41830 Date: 7/21/2017
Permission is hereby granted to:
Hemer, Alec & Urbanelli, Elisa
20 Plaza St#D14
Brooklyn, NY 11238
To: construct additions and alterations to existing single-family dwelling as applied for.
At premises located at:
410 Bunny Ln, New Suffolk
SCTM # 473889
Sec/Block/Lot# 117.-6-28.1
Pursuant to application dated 7/18/2017 and approved by the Building Inspector.
To expire on 1/20/2019.
Fees:
SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $348.80
CO -ADDITION TO DWELLING $50.00
Total: $398.80
bl /
Buil g pector
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:
I. Final survey of property with accurate location of all buildings, property lines, streets, and unusual natural or
topographic features.
2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form).
3. Approval of electrical installation from Board of Fire Underwriters.
4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead.
5. Commercial building, industrial building,multiple residences and similar buildings and installations, a certificate
of Code Compliance from architect or engineer responsible for the building.
6. Submit Planning Board Approval of completed site plan requirements.
B. For existing buildings (prior to April 9, 1957) non-conforming uses, or buildings and "pre-existing" land uses:
1. Accurate survey of property showing all property lines, streets, building and unusual natural or topographic
features.
2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is
denied,the Building Inspector shall state the reasons therefor in writing to the applicant.
C. Fees
1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00, Alterations to dwelling$50.00,
Swimming pool $50.00, Accessory building$50.00,Additions to accessory building$50.00,Businesses $50.00.
2. Certificate of Occupancy on Pre-existing Building- $100.00
3. Copy of Certificate of Occupancy- $.25
4. Updated Certificate of Occupancy - $50.00
5. Temporary Certificate of Occupancy-Residential $15.00, Commercial $15.00
Date. July 21 St 2017
New Construction: 71 Old or Pre-existing Building: F I (check one)
Location of Property. 410 Bunny Lane New Suffolk
House No. Street Hamlet
Owner or Owners of Property: Alec Hemer
Suffolk County Tax Map No 1000, Section 117 Block 06 Lot 28.1
Subdivision Filed Map. Lot:
Permit No. Date of Permit. Applicant: Robert Stron1Skl, AIA
Health Dept. Approval: Underwriters Approval:
Planning Board Approval:
Request for: Temporary Certificate Final Certificate: (check one)
Fee Submitted: $
pplicant ' na r
ho�*pF SO!/Tyolo
Town Hall Annex Telephone(631)765-1802
54375 Main Road G y Fax(631)765-9502
P.O.Box 1179 Q
�► • �o roper.richert(,5-town.southold.ny.us
Southold,NY 11971-0959
�y�0UNr1,��
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
CERTIFICATE OF ELECTRICIAL COMPLIANCE
SITE LOCATION
Issued To Hemer
Address: 410 Bunny Ln City: New Suffolk St: New York Zip: 11956
Budding Permit#: 41830 Section. 117 Block: 6 Lot, 281
WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE
Contractor: DBA Nicholas Kerzner Electric License No: 42972-ME
SITE DETAILS
Office Use Only
Residential X Indoor Basement Service Only
Commerical Outdoor X 1st Floor X Pool
New Renovation 2nd Floor Hot Tub
Addition Survey Attic Garage
INVENTORY
Service 1 ph Heat Duplec Recpt 3 Ceiling Fixtures HID Fixtures
Service 3 ph Hot Water GFCI Recpt 1 Wall Fixtures Smoke Detectors
Main Panel A/C Condenser Single Recpt Recessed Fixtures CO Detectors
Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps
Transformer Appliances Dryer Recpt Emergency Fixture Time Clocks
Disconnect 11 Switches 3 Twist Lock 11 Exit Fixtures TVSS
Other Equipment. "COVERED PORCH"
Notes. 1-paddle fan
Inspector Signature: Date: September 19 2018
81-Cert Electrical Compliance Form As
i
OF S0(/Tyo
h� �O
# f TOWN OF SOUTHOLD BUILDING DEPT.
cou765-1802
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] I LATION
[ ] FRAMING /STRAPPING [ FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] CAULKING
REMARKS:
DATE INSPECTOR
�o�a0 UlyOlo
TOWN OF SOUTHOLD BUILDING DEPT.
cou765-1602
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)
[ ] CODE VIOLATION [ ] CAULKING
REMARKS:
DATE a INSPECTOR
�o�a0 tyO6
* # TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PL13G.
Z�'RAMING
UNDATION 2ND [ ] INSULATION
/STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] CAULKING
REMARKS:
v�amv�
2>+ykhmnm
OK
�j
DATE $ Yg INSPECTOR
g SOUIyOIo
# TOWN OF SOUTHOLD BUILDING DEPT.
765-1602
INSPECTION
[ ] FOUNDATION IST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] INSULATION
[ ] FRAMING /STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] CAULKING
REMARKS:
DATE INSPECTOR'
4
• 1. 1
_
STATE \ • • ,
•
�� ` � � � �, �/ � III � r' _ � � , o,�• �_��1,�1�'�,
A �
X17
r•
r
n
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
Southoldtownny.gov PERMIT NO. qlLcLb Check
Septic Form
N.Y.S.D.E.C.
Trustees
C.O.Application
Flood Permit
Examined 20 Single&Separate
il Truss Identification Form
Storm-Water Assessment Form
Contact:
kpproved 20 Mail to:
Disapproved a/c
Expiration 2017
D
din s or Jul 1 8 2017
APPLICATION FOR BUILDING PNG DEP'1`�
TOWN OF SOMOLD
Date April 26 ,201 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 1'2 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
Architect
Name of owner of premises Alec Heiner
(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:
410 Bunny Lane New Suffolk
House Number 'Street Hamlet
County Tax Map No. 1000 Section 11 7 Block 6 Lot 28.1
Subdivision Filed Map No. Lot
. f
2. State existing use and occupancy of premises and intended use and occupancy of proposed construction:
a. Existing use and occupancy Residential Single Family
b. Intended use and occupancy Residential single Family
3. Nature=moval_11[3
which applicable):New Building Addition ✓ —Alteration-
,
_Demolition Other Work,
(Description)
4. Estimated Cost Fee
(To be paid on filing this application)
5. If dwelling,number of dwelling units 2 Number of dwelling units on each floor Single story
If garage, number of cars 1
6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. n/a
7. Dimensions of existing structures, if any: Front 60'-2" Rear 60'-2" Depth 27-10"
Height 19'-6"+1- Number of Stories 'single
Dimensions of same structure with alterations or additions: Front 60'-2" Rear 60'-2"
Depth 50'-4" Height 19'-6"+/- Number of Stories single
8. Dimensions of entire new construction: Front 16'-4" Rear 16'-4" Depth 22'-6" '
Height 15'-6°+/- Number of Stories single
9. Size of lot: Front 100' Rear 100' Depth 199.96'
10. Date of Purchase August 2016, Name of Former Owner
11. Zone or use district in which premises are situated R-40
12. Does proposed construction violate any zoning law, ordinance or regulation?YESO NO
13. Will lot be re-graded?YES_0 NO_f7lWill excess fill be removed from premises?YESO NO-WI
14.Names of Owner of premises Alec Hemer Address 410 Bunny Lane,New Suffolk Phone No. 917-405-8840
Name of Architect Robert Stromski Address P.O.Box 1254 Jamesport NY Phone NO 631-779-2832
Name of Contractor Randy Clement ' Address P.O.Box 287 Jamesport NY phone No.
15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES_nNO F71.
* IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED.
b.Is this properly within 300 feet of a tidal wetland? * YES NOF
* IF YES,-D.E.C. PERMITS MAY BE REQUIRED.
16. Provide survey,to scale,with accurate foundation plan and distances to property lines.
17. If elevation at any point on property is at 10 feet or below,must provide topographical,data on survey.
18. Are there any covenants and restrictions with respect to this property? * YES NO�✓
* IF YES, PROVIDE A COPY.
STATE OF NEW YORK)
SS:
COUNTY OF )
Robert Stromski being duly sworn, deposes and says that(s)he is the applicant
(Name of individual signing contract)above named,
(S)He is the Architect/Agent I
(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.
S3NIdX3 E'U�131
Sworn to b fore a this AN All MW-KIS u31�11 mo,
29e0"�Jb.LS L0
day of 20 0119fld ALIVJ ON
I�SW0�11S 3 Vp
Notary ubli Signature of Ap 'cant
Scott A. Russell ,��0s111FQIr00, STORMWA\T]E K
SUPERVISOR - MA TNA\GIEMLENT
SOUTHOLD TOWN HALL-P.O.Box 1179 6
53095 Main Road-SOUTHOLD,NEW YORK 11971 Town of Southold
CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET
( TO BE COMPLETED BY THE APPLICANT )
DOES THIS PROJECT INVOLVE ANY OF THE )FOLLOWING.
Yes 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. I
❑ ✓❑ E. Site preparation within the one-hundred-year f loodplain 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,
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.
S.C.T.M. #: 1000 Date
APPLICANT (Property O;7tr0M;iDestgnfessional,Agent,Contractor,Other) District
NAME. Robe 117 6 28.1 July 21st 2017
Section Block Lot
� n ****FOR BUILDING EPARTMENT USE ONLY****
Contact Informat' n 631-779-28
(Telephow Numb,,) Reviewed By:
Property Address/Location of Construction Work: _ — — — — — — — D—ate L-- — q— — — —
410 Bunny Lane Approved for processing Building Permit.
Stormwater Management Control Plan Not Required.
New Suffolk, New York 11956 — — — — — — — — — — — — — — — — —
DStormwater Management Control Plan is Required.
(Forward to Engineering Department for Review.)
FORM # SMCP-TOS MAY 2014
guEFQL,� BUILDING DEPARTMENT - Electrical Inspector
p TOWN OF SOUTHOLD
Town Hall Annex - 54375 Main Road - PO Box 1179
00 Southold, New York 11971-0959
Telephone (631) 765-1802 - FAX (631) 765-9502
roger.riche rt(c-)town.south old.ny.us
APPLICATION FOR ELECTRICAL INSPECTION
Date: - f -
REQUESTED BY: � � -
Company Name: r'
Name: g ^
License No.: ��/ email:
Address: -
Phone No.: P 3
JOB SITE INFORMATION: (All Information Required)
Name:
Address: PJAMId I I/ And
Cross Street: -
Phone No.:
Bldg.Permit#: / g�® email:
Tax Map District: 1000 Section: Block: Lot:
.411
BRIEF DESCRIPTION OF WORK (Please Print Clearl
r
IML
Circle All That Apply:
Is job ready for inspection?: YES /9
Rough In Final '
Do you need a Temp Certificate?: YES / O Issued On
Temp Information: (All information required).
Service Size 1 Ph 3 Ph Size: A # Meters Old Meter#
New Service- Fire Reconnect- Flood Reconnect- Service Reconnected - Underground - Overhead
# Underground Laterals 1 2 H Frame Pole Work done on Service? Y N
Additional [nformation:
PAYMENT DUE WITH APPLICATIONc
9QU
4
Request for Inspection FormAs /y
GZ
40
Town Hall Annexe Telephone(631)765-1802
54375 Main Road r Fax(631)765-9502
P. O. Box 1179
Southold, NY 11971-0959
t 4A,
BUIL9NG DEPARTMENT—
NOTICE OF UTILIZATION OF TRUSS TYPE�CONSTRUCTtON PRE-ENGINEERED`
WOOD CONSTRUCTION WOR TIMBER CONSTRUCTION
Date: July 21, 2017
Owner: Alec Hemer
Location of Property: 410 Bunny Lane
Please take notice that the (check applicable line):
❑ New commercial or residential structure
Addition to existing commercial or residential structure
Rehabilitation to an existing commercial or residential structure
to be constructed or performed at the subject property reference above will utilize
(check applicable line):
0 . Truss type construction (TT)
❑. _ Pre-engineered wood construction (PN)
QTimber construction (TC)
in the following location(s) (check applicable line)
Floor framing, including girders and beams (F)
Roof frami?g (R)
Floor arid .'roof framingFR
( )
Signature:
Name (person ting this form): R Bert Stromski, AIA
Capacit (check applicable line):
Owner
Owner representative
TrussReg15.docx Effective 1/1/2015
n ,
10
Management Services
-(5]\4S I j Architecture and Construct
arch i tectupe,p.c, "r,
TRANSMITTAL SHEET
TO. FROM:
Budding Department Robert Stromski,AIA
COMPANY: DATE:
Town of Southold July 18d'2017
PHONE NUMBER: cc
631-76S-1802 Heiner
RE: JOB NUMBER.
Heiner Residence 17-AR004
13FOR APPROVAL El FOR REVIEW AND COMMENT 13FOR YOUR USE EINOEXCEPTION
El REVIEW MAKE CORRECTIONS NOTED 11 REVISE AND RESUBMIT DREJECTED
COPIES DESCRIPTION
4 Buddin2 Plans
Building Application Form
REMARKS:
P.O.BOX 1254 PHONE(631)779-2832
JAMESPORT,NEW YORK 1 1947 FAX(631)779-2833
F\
5 ri �Nl 4 S If
_10,
architecture, p.c.
P.O.BOX I254 JAMESPORT,NY 11947
ES PHONE(63I)779-2932 FAX(63I)779-2833
4
j
II II II
II II II
II II II
I I I
ii------------ li ii
I I Proposed Addition/Alteration
I I I L--------F--------- I
U L-------- ------ , For:
II
A-3 lHemer
:' Screened -in-
II IP
II Ir II
II II II ;
II I II
II II
orc
II I II
jl IP II
I I I I I I
11 I II
II I II
11 I
11 I II J
11 II II
II
FILL IN VOID OF FOUNDATION
PORTIN (°(ITV 6' CMICRETE
2' X 4" ACQ PLATE ON BI.Qi: FILLED SOLID WITt�
I i d " .ISTING G..RAGE SLAB I GROUT. PPOV DE RE9 R
1 2 X 8 ACQ LEDGER BOARD I INTO EXISTING FOUNDATION
4I0 Bunny Lane
2 i (FASTENED LAG 3/0'BOLTS TOP EVERY 32" MIN.
DIAMETER LAG New Suffolk, NY I 19'56
1----------------------------------------------- J APED BOTTOPI EVERY 2�o/c - --J I in
------------------------------------------------------ ----------
-- -- -- --
-- ' S.C.T.M.#1000-II7-6-28.I
'REVISIONS
I LINE OF PROPOSEDI I REVISED AS PER BUILDING DEPT DECK ABOVE ( O COMMENTS - 9/18/2018
LINE OF DECK NI
oc 2 FIELD CHANGE - 9/18/2018
PERIMETER
2' X b' FLUSH GIRDER I SII O
� _
I S of o
EXISTING E i s N -o'
SLAB BELOW —� SII _ O
O
4"x4" ACQ POST
I I
TO SIT ON SLAB I I �, 4CI y
LINE OF PR N
0--
STAIR 2 X 8 FLUS RD I I O
LINE OF EXISTING 12"x12" ACQ STAIR - -- -'7'-'B-1- -- �- q N
DECK ABOVE S INGER I P �P- 2� 2' X 8' FLUSH GIRD EtZP f O
I II , .
------------------- --- - I z O
O
-------------------------- ----------I I,� t
IIS -9 II0
2
I A-3 I s I I (rcoO
II xt" II O
I I�
F
II O
LINE OF PROPOSEDIIp_IS \ II O
y
DECK ABOVE � 1)\2' X. .5' `�KP_F 1ED �.- — — — }P- I O
I q0
I'-0" 7'-2" 7'-2' O
I
SEAL
RSD A
9 PIER SCHEDULE
A-3 r
SYMBOL SIZE
P-1 24' DIA. POURED CONCRETE FOOTING (36' DEEP)
P-2 1€5' DIA. POURED CONCRETE FOOTING (36' DEEP)
Z FOUNDATION PLAN Scale: 1/4" . 1'-0" P-3 15"x24"x36" DEEP POURED CONCRETE FOOTING
A-1 PROPOSED BOTTOM OF ALL PIERS TO BE 36" BELOW GRADE
Copyright 20I7.STROMSKI architecture,p.c.All rights
reserved.The Architect reserves the right to reproduce this
design in its entirety or any portion thereof.Unauthorized
alteration of these documents is a violation of the New York
State Education Law.These drawings and specifications are
an instrument of service and are the property of the Architect.
These drawings and specifications are not to be used on any
other project,except by written permission of the Architect.
PROJECT NO. I7-AR004
SCALE 1/4"=1'-0" DATE 7/24/20I8
DRAWN BY TLD CHECKED BY RS
TITLE
Foundation Plan
SHEET
A - 1
t
I
I I
I
I
I architecturrz,, p.c.
L---------------------------------- ------------------,
I I
I I
I
P.O.BOX I254 JAMESPORT,NY 11947
I
I PHONE(63I)779-2832 FAX(63I)779-2833
I I II
I I A
I I
I
I - - - - - - _ � r
I
A-3 I I
II it � II
�
—
I
u
- -
I I I II
I I
I I
a I I
YI I LINE OF ROOF ABOVE i - EXISTING RIDGE I I �Proposed Addition/Alteration �
For:
NEW GALE ROD. TO BE REMOVE AND REPLACE a Hemer
FPAMEDI
d i ,' ; \ `• i I I I I GARAGE � of EXISTING � / I I
EXISTING ROOFING AS NScreened In
.
I i I • I
I � I
NEW 20 WOOD , I All orch
I I FRAMED WALL
1-77 777,7777777777777=
II I
LINE OF ROOF ABOVEDECK HEICM I I I I I NEW FRAMED I
I I DECK TO BE FLP5H WITH EXISTING DECK, I I
GRADE / I VERIFY SILL HEKHT OF NEW EXTERIOR GABLE WALL
L-- ---------- ------------- ------------------------------------------
------------------------------------ DOOR WILL ACCORDINGLY.
- - - - - - - - - - - - - - - - - - - - - -
ca
PROPOSED LANDI.
NN
_ III Ii
O42I0 Bunny La
ne
MAKE NEW DING
FLUSH WITH ISTING VAULTED New Suffolk, NY
I
I9
,56
DECK h 7 S.C.T.M.#1000-II7-6-28
.I
2>W ,R-T4E9
EXISTIG REVISIONS
REVISED AS PER BUILDING DEPT
Ll
25
COMMENTS - 9/18/2018o
EXISTING DECK FIELD CHANGE - 9/18/20182Xa" LAR TIES
Z Z 2' X 6' ROOF RAFTER
,
A-3 EENE IN POI @ 16' ON CENTER I O
an I _ 5/4"x0I DECKING O
I 7n I I I i 2"X8" CO-LAR TIES
a OUTLINE LINE OF i i i 2 -- -- -- -- -- --
EXISTING DECK I "! 1
O
n
GRADE Ifn
I
2'X8" CO LAR TIES
rn I I I � O
I HU
2' C
3 2'X1ONTINUOS ER I -
__ __ - _ -= 2" X 8' ROOF RAFTER
ER o
;9 I I @ I6" ON CENTER I
RAILING NOTE: I I I a
FOR THREE RISERS OR 2 XS L4R TIES - - - - - - I°-0 �7
LESS NO HAND RAIL GK i K " _ r71
GUARD RAIL IS NEEDED.
L- ---------- --------
1 ----- ------------------ —�
0x6' ACO POST TRIMMED O
IN PVC. (TYPICAL) . " LINE OF ROOF ABOVE _
6 3'-5 1/2' 3'-5 I/2' 3'-5 /2" 3'-5 I/2' 6 O
0-loll: 104
I �O
f! 0,12A,R TIE NOTE:
A-3 2'X8" COLLAR TIE LOCATED AT EACH VERTICAL POST, SIT ON TOP i
O
OF HEADER E SANDWICH ROOF RAFTER. THROUGH BOLTED A-3
(5''x X'
SEE SHEET) 2'X 'FOR DBLOCK
CENTER TO BE THROUGH BOLTED AS
WELL. SEAL
le s ROOF PLAN sale: 1/4 = I-O'
FLOOR PLAN sale: 114' = P-0' A-2 PROPOSED
A-2 PROPOSED
MATERIAL NOTES
I I Copyright 20I7.STROMSKI architecture,p.c.All rights
reserved.The Architect reserves the right to reproduce this
ROOFCONSTRUCTION 1 1 1 - design in its entirety or any portion thereof.Unauthorized
SYMBOL LEGEND: alteration of these documents is a violation of the New York
State Education Law.These drawings and specifications are
30 YR. ARCHITECTURAL GRADE ASPHALT SHINGLE - an-
30 LB. FELT PAPER ® SINGLE AND MULTI—STATION SMOKE ALARM TO BE T instrument s service and are the property e the Architect
5/8' EXTERIOR GRADE PLYWOOD SHEATHING s.D. INTERCONNECTED AND HARDWIRED These drawings and specifications are not to t used hi any
other project,except by written permission of the Architect.
(2)2' X 12' RIDGE BEAM
2" X 8' ROOF RAFTERS @ ib" ON CENTER _ -��U11
2' X 8' COLLAR TIES AT P05T LOCATION PLACED TOP OF HEADER CARBON MONOXIDE DETECTORS SHALL BE INSTALLED PROJECT NO. I7-AR004
RIDGE STRAPS REQUIRED CM AS PER MANUFACTURER'S SPECIFICATIONS AND HARD
SCALE 1/4"=1'-0" DATE 7/24/20I8
PROVIDE ALUMINUM FLASHING AS REQUIRED MIRED
IRAFTER TO PLATE CONNECTORS USE 'USP' MODEL NUMBERS RT7 OR RTIO J CE/WATER BARRIER IN ALL VALLEYS AND ROOF EDGES
2'" ' ROOF RAFTER I DRAWN BY TLD CHECKED BY RS
-. 5'x1/2= DIA. THOUrs4-0 BOLT �-_I__.�� .- �--L_ �_
❑? WINDOW DESIGNATION (SEE WINDOW SCHEDULE) TOP Aral) BOTTOM TITLE
WALL CONSTRUCTION I a 1
SIDING TO BE PVC TRIM AND VERTICAL TEG BEADBOARD O DOOR DESIGNATION (SEE DOOR SCHEDULE) I a I —
'BLUESKIN' OR EQUAL AIR INFILTRATION BARRIER
1/2' EXTERIOR GRADE PLYWOOD SHEATHING EN COLLAR TIE TOP AND BOTTOM BLOCK SANDWICHED 5'x1/2' DIA. THOUGH BOLT--/--,"
OLT Floor Plan &
2' X 4' WOOD STUD KNEE WALLS @ 16' ON CENTER WITH 2' X 4' SHOE SECTION MARK (DWG /SHEEP) BETWEEN
AND DOUBLE 2" X 4' TOP PLATE DETAIL SECTION MARK (DWG*/SHEET) " � Roof Plan
BOARD ALL WALLS AND CEILINGS (MOISTURE , (3) 2x12 HEADER
I/2 GYPSUM WALL HEADER AS
RESISTANT WALL BOARD AT BATHROOMS) REQUIRED
5/8' TYPE 9(' GYPSUM BOARD AT GARAGE WALLS AND CEILING ®-J' DETAIL DRAWING MARK (DWG#/SHEET)
PROVIDE WALL TO ROOF, WALL TO WALL, AND WALL TO FOUNDATION
CONNECTORS AS PER SHEET W-2.
3 COLLAR TIE DET,4.IL sate: 1/4' = P-0' COLLAR TIE DETAIL sale: 114' = 1'-0'
FLOOR CONSTRUCTIO A-2 PROPOSED
A-2 PROPOSED SHEET
541'x6' DECKING TO MATCH EXISTING
2' X 8' ACO DECK JOISTS AT 12' ON CENTER
A - 2
CREEN 'E' N 0
P R, OPO �IJED �-J ED fXC.L .L I OR,
-\4S]q
SROi
architecture,p.c.
XM
IVA
P.O.BOX I254 JAMESPORT,NY I I947
PHONE 63I 779-2832 FAX 63I 779-2833
410 B u NINY
LANE,
NEW SUFFOLKAN- 1E W.TYORK
CC�r In
I�� `f l►���-.
AUG - 8201.8
dV10
yp BTTRJ)"J,-,DF-,PT.
Z� so VlArC FTT Tol
PZ CiQ i7'yo 7OLD
`v � 0. C
r
IRON P11PE , '
o
0
SCE 0•'�4Proposed Addition/Alteration
I 1. ;� .�i. For:
o" "1111e � ----��
LJ
l 0 Screened -in-
u V*Aft c
CV
Porch
URiq(p'
'bo 201-011
A r r 1
• • . • s r # • s r w t
♦ y �+'� + d"f r t+t E *• + 21.3 r .t- ------------- ---- - PROPOSED 300 S.F.
�i j • r • 1rI • .. _
� • SCREENED PORCH
_ *4 ! , s
r * ► • ` !
..rry� r Aj
u �
4I0 Bunny Lane
' """••rr,,,,r �I+ ; • New Suffolk, NY 11956
f
`-----------------
0 DMONCR ' S.C.T.M.#I 000-I 17-6-28.I
---- -------------
REVISIONS
i✓��J����w s w r rrrrfyrA�.Y
! I
,0 --------- - r
--------------------------------
J 0
+ ► 0
SCHEDULE OF ABBREVIATIONS C
0 - OA.D. ASN DROP �
A.F.F. ABOVE FINISH FLOOR Ok
BM. BEAM0
BRG. BEARING `� M I
C.J. CEILING JOIST O
CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA
C.F.M. CUBIC FEET PER MINUTE t=w• � �
CLOS CLOSET SURVEY INFORMATION TAKEN FROM SURVEY DONE BY: O
GROUND WIND SPEED TOPOGRAPHIC SPECIAL WIND WIND�BORNE SEISMIC SUBJECT TO DAMAGE FROM ICE SHIELD C.O. CLEAN OUT
NATHAN TAFT CORWIN III LAND SURVEYOR
WINTER DE51GN ICE SHIELD NT FLOOD CON. c��E �'f ' DATED. 7/17/2017 O
SNOW LOAD (MPH) EFFECTS REGION DEBRIS ZONE CATEGORY S
WEATHERING FR05T LINE DEPTH TERMITE DECAY TEMPERATURE REQUIRED A ' CT i iDrJOXIDE DETECTOR 0 ti
. CASEMENT
• , I0
MODERATE SLIGHT TO C.T. CERAMIC TILE
25 130 YES YES I B SEVERE 3b' D. DRYER
15 YES WA TO HEAVY MODERATE D.H. DOUBLE HUNG "tom I O
DIA. DIAMETER y
D.J. DECK J015T " -s 0 I O a
TABLE OF CONTENTS DW: DIWWAS14ER
F.A.I. FRESH AIR INTAKE " , 0
F.D. FLOOR DRAIN 0
A-I - PROJECT INFORMATION,DEMO 4 FOUNDATION PLAN FDN. FOUNDATION
A-2 - FLOOR PLAN t ROOF PLAN F.J. FLOOR JOIST
A-3 - SECTIONS FP.S.C. FIREPROOF, SELF-CLOSING •
A-4 - ELEVATIONS FXD. FIOOTING O coo
W-1 - DETAIL WALL SECTION AND ELEVATION 1r O
W-2 - TABLES SCHEDULES AND DIAGRAMS GALV. GALVANIZED * �""""'���,..,,,�, •
GL. GLASS ` S
P1EESCRIPTIVE DESIGN METHODS H.B. HOSE BIBB
-:- ; SEAL
130 MPH WIND ZONES MR. HEEAAD�ER�� ~ hh
H.M. HOLLOW METAL � 11,J
INFORMATION TAKE14 FROM WOOD FRAME CONSTRUCTION MANUAL FOR ONE AND TWO - K.S. KITCHEN SINK SHOW C
FAMILY DWELLINGS (2015 EDITION) LAV. LAVATORY
r� F�( S
L.G. LINEN CLOSET
ALL TABLES, FIGURES, AND SECTIONS REFERRED TO BELOW CAN BE FOUND ON SHEETS MEGN. MECHANICAL LAI
W-I AND W-2. MIN. MINIMUM
MAX. MAXIMUM S'µ.;.It
DESIGN LOADS I. FLOOR AND ROOF DIAPHRAGM BRACING REQUIRED. PERPENDICULAR BLOCKING AT 4'-0" MLDG. MOULDING
INTERVALS (MATCHED WITH SUBFLOOR EDGES) MUST BE PROVIDED WITHIN THE LAST TWO M.O. MASONRY OPENING ...r.w.. r" ��c1h y �-
BAYS OF FLOOR AND ROOF DECK SHEET W-I DRAWING 3. N.I.C. NOT IN CONTACT •.r..l.r...r«.r..r �•* �• -� (1:9,,0 '
USE LIVE LOAD [LB/5QFT.] DEAD LOAD [LB/SQFT.J . ...... .«rr♦............rwu...r•wr. �r.w■ •
60 10 2. UPLIFT CONNECTIONS REQUIRED AT EACH RAFTER, JOIST, AND STUD CONNECTIONS. ....rr..l. ....r..........r.:l�TM#wr
EXTERIOR BALCONIES O.N. OVERHEAD :..•.r...., .«r..r.rrl............/.'':.'+Pw. {•`may{.y/��•s j� V 0 .1{
......*..., ! l•� .w...rr rr.r rl.u«a•ar«r sr.!!•w•• �'-w Mw •p `Y`
PROVIDE 1-1/4' X 20 GAUGE METAL STRAP FASTENED AS PER SHEET W-1 TABLE 3.4 AND P.C. POURED CONCRETE .r.r..•..,wrr �.�11ir���rrr+++ l.r lr.........r.r•r.........r.a. "`♦♦♦ ���'��•ll.►►► �
DECKS 40 ,•.r.♦..,♦,•...•..... .........r...w•wrr«.r...«....♦...•
10 DRAWINGS ON SHEET W-2. R. RI5ER •••+••!.l./. .,.......♦............r....rr...♦w..r..r I �
sY .i...!!!!!!►!•.••rrr wr♦rR.rwrwwrrw.r.w,••rw,
RAD. RADIUS r...r.r• •!••!►a .r.....r.....urrrr.r«,♦♦ i
PASSENGER VEHICLE GARAGES 50 10 •....,wrr.....♦.. .....................
.......
3. LATERAL AND SHEAR FRAMING CONNECTIONS MUST BE IN ACCORDANCE WITH THE REF. REFRIGERATOR -••-••r..r........,,r rw..,....r..r.. . "
l.♦lrr r•.r........ ° rrr♦•♦♦���
ATTICS WITHOUT STORAGE 10 10 NAILING SCHEDULES OF 5HEEr W-1 TABLE 3.4A, 3AA. R.F. REINFORCED
.......r.w.....
R.F. RESILIENT FLOORING Copyright 20I7.STROMSKI architecture,p.c.All rights
reserved.The Architect reserves the right to reproduce this
20 IQ y� design in its entirety or any portion thereof.Unauthorized
ATTICS WITH STORAGE 4. HOLDDOWN ANCHORS TO BE PROVIDED AT THE CORNERS AS PER FOUNDATION PLAN R.R. ROOF RAFTER ' �` Mw •` alteration of these documents is a violation of the New York
ROOMS OTHER THAN SLEEPING ROOMS 40 10 SHEET A-2 AND 5NEET W-1 DRAWING 2. ANCHOR BOLTS ARE EMBEDDED IN THE S.D. SMOKE DETECTOR iJ
FOUNDATION AND BROUGHT UP THROUGH THE SILL PLATE. 5N. t PL. 5NELF E POLEU • State Education Law.These drawings and specifications are
an instrument of service and are the property of the Architect
SLEEPING ROOMS 30 10 SHWR. SHOWER 0
5. ROOF, WALL AND FLOOR 5WEATNING FASTENING SCHEDULES ARE PROVIDED ON SHEET �T• `BARE FEET These drawings and specificationswittepare not to t used hi any
STAIRS 40 10 TSG TONGUE t GROVE `�: � ;� other project,except by written permission of the Architect
W-I TABLE 3.1.
GUARDRAILS AND HANDRAILS 200 10 T.C. TERRA COTA SITE PLAN Scale: 1/8' � 1'-0" � x PROJECT NO. I7-AR004
b. ROOF CLADDING AND WALL CLADDING TO BE FASTENED AS PER MANUFACTURER'S TEMP. TEMPERED GLASS SCALE I/4"=1-o" DATE 7/24/2018
GUARDRAILS IN-FILL COMPONENTS l0 SPECIFICATIONS. T.O. TRIM OPENING
TYP. TYPICAL
FIRE ESCAPES
40 101 7. RIDGE STRAPS ARE TO BE PROVIDED WHEN COLLAR TIES ARE NOT PLACED WITHIN THE V.I.F. VERIFY IN FIELD
DRAWN BY TLD CHECKED BY Rs
UPPER I/3 OF THE ROOF FRAMING. STRAPS TO BE FASTENED AS PER TABLE 3.6 ON SHEET W WAS14ER
WOOO
W-2. W.C. TD CLOSET TITLE
B. ALL STRAPPING CAN BE INSTALLED OVER SHEATING ONLY IF THE FASTENERS IDENTIFIED W.F. WATER FOUNTAIN
IN THE NAILING SCHEDULES ON SHEET W-2 ARE INCREASED IN 51ZE AND LENGTH BY THE W.H. WATER HEATER
WIDTH OF THE 514EATING SUBSTRATE BEING USED. W.I. WALK-IN
W.W.F. WELDED WIRE FABRIC
Project
Information
SHEET
Cover
MATERIAL NOTES S TI-)
S KI
architecture, p.c.
ROOF CONSTRUCTION
P.O.BOX I254
30 YR. ARCHITECTURAL GRADE ASPHALT SHINGLE JAMESPORT,NY II947
/ 30 LB. FELT PAPER PHONE(63I)779-2832 FAX(63I)779-2833
5/8' EXTERIOR GRADE PLYWOOD SHEATHING
(2)21 X 12" RIDGE BEAM
2' X S' ROOF RAFTERS @ 16' ON CENTER
2' X S' COLLAR TIES AT POST LOCATION PLACED TOP OF HEADER
RIDGE STRAPS REQUIRED
80TTOM OF RIDGE �� PROVIDE ALUMINUM FLASHING AS REQUIRED
/ik -
ICE/WATER BARRIER IN ALL VALLEYS AND ROOF EDGES
RAFTER TO PLATE CONNECTORS USE 'USP' MODEL NUMBERS RT7 OR RTIO
-____.._------------------ WALL CONSTRUCTION
SIDING TO BE PVC TRIM AND VERTICAL TTG BEADBOARD
TOP OF NEARER -------- 'BLUESKIN' OR EQUAL AIR INFILTRATION BARRIER
q'-2' 1/2' EXTERIOR GRADE PLYWOOD SHEATHING
2' X 4' WOOD STUD KNEE WALLS @ 16' ON CENTER WITH 2' X 4' SHOE
AND DOUBLE 2' X 4' TOP PLATE
----- - ---- 1/2' GYPSUM WALL BOARD ALL WALLS AND CEILINGS (MOISTURE
RESISTANT WALL BOARD AT BATHROOMS)
...... 5/8' TYPE 'X' GYPSUM BOARD AT GARAGE WALLS AND CEILING
PROVIDE WALL TO ROOF, WALL TO WALL, AND WALL TO FOUNDATION
`fl _--_ --------- ---- CONNECTORS AS PER SHEET W-2.
m co
---------- Proposed Addition/Alteration
FLOOR CONSTRUCTION For:
TOP OF DECK 2'�X'BDACQI DECK JOISTS NG TO MATC44 EXISTING
ON CENTER
o'-e� _ = Hemer
`------
TOPi OF GARAGE --------
qV -o" - Screened -in- G
I
z Porch
I
BLDG. ELEVATION NOTES:
i SECTION 'A' Scale: I/4' = 1'-0" ROOF NOTES: 4I0 Bunny Lane
New Suffolk, NY I 1956
A-3 PROPOSED 30 YEAR ARCHITECTURAL ROOF SHINGLES.
FLASH AT ALL ROOF BREAKS. PROVIDE S.C.T.M.##1000-117-6-28.1
ICEIWATER BARRIER IN ALL VALLEYS AND
AT ALL ROOF EDGES REVISIONS
RIDGE VENT - CONTINUOUS WHERE ;?
APPLICABLE O A
O
GABLE FASCIA NOTES: ,
I' X 4' RAKE FASCIA CAP O
V X 10' RAKE BOARD : O
12' GABLE OVERHANG
WHITE VINYL BEAD SOFFIT
u. i O
L1 ! U �..T J
u O
LLL FASCIA AND SOFFIT NOTE5:
u1.JL L 1
�L� � L 7!!uL Lid i�L L1L L�JL1L L1L TJU U l.L J I' X 6' FASCIA TO MATCH EXISTING O
UL1rLJ, L ULL J UL-L! LL LLL
_1L I J.IJ„J1� Jll' � � J 1J L�4L1L J LJJ �I��J�-LL. LJ 11U11 1LL J Lr Ll.- JL' 12 OVERHANG
11 LLTlI' uLT�I 1���'UUU1J JL.: a id Jll L L J 1J�L L1LTU: LfJL iU ll VINYL BEAD SOFFIT O
L1LJl L1L L 1. LLL 1 fll L J L L L 11-J L L i_�ilLlL L L�Ll L�L L L L 71L L L FULL FRIEZE BOARD
L J UJ L L L L1L L L 1 L1L l iL1 L�1.
1 Ll. : L JL,
Ll u 1 � l' 1
i� L 111�L� H I ll t--�tILIL
u�W� � �U�MLL�L1jL-UJ LJ�I.� L llJ -_ 80TTOM OF_RIDGE O
L L1JLJL LIU 1 . _JUL
�: ULl ;L' uL ,��iuLL- Lli uLu ,��llLL SIDING NOTES:
O '
-L 'L!LUJu L JL U.L. L1 1L !L1J�LJL
�1� a uf'U lL u T �L IL L! u, a > �U D G TE
L.��� LCL ii iI ✓1��L Y uL
-L]..�J LJ L i A1J L1L1-L i11 LLL! LJ! PVC TRIM BOARD AND PVC BEAD BOARD O s
1111 °� �L' VINYL SCREENS BY SCREENEZE O
L_ �L LL
LL !° �� _ TOP OF HEADER
_ q -2 O
I
L
RAIN G NOTE: O
--................._.....----__-__-------....._....._................-_-- - 36' NIGH GUARDRAIL TOP AND BOTTOM O
RAIL WITH 5/4' BALUSTERS SPACED
- .. 5' ON CENTER. RAILING TO BE
CONSTRUCTED 50 THAT A 4' SPHERE O
— ------ __- - `P MAY NOT PA55 THROUGH ANY
m
OPENING.
- 34' NIGH HANDRAIL TOP AND BOTTOM
RAIL WITH 5/4' BALUSTERS SPACED
TOP OF DECK Al 5' ON CENTER. RAILING TO BE
o' _80 CONSTRUCTED 50 THAT A 4' SPHERE ' SEAL
MAY NOT PASS THROUGH ANY
OPENING.
_ __ TOP OF GARAGE
O' -0' - PROVIDE RAILINGS FOR DECKS THAT
EXCEED 30' ABOVE ADJACENT GRADE.
Z - BASED ON EXISTING GRADES AND Of sR
y PROPOSED CONSTRUCTION f '
GUARDRAILS SHOULD NOT BE 's
REQUIRED. I I
r2 SECTION IS' Smile: 1/4' = 1'-0'
Copyright 20I7.STROMSKI architecture,p.c.All rights
A-3 PROPOSED reserved.The Architect reserves the right to reproduce this
design in its entirety or any portion thereof.Unauthorized
alteration of these documents is a violation of the New York
State Education Law.These drawings and specifications are
an instrument of service and are the property of the Architect-
These
rchitectThese drawings and specifications are not to be used on any
other project,except by written permission of the Architect
PROJECT NO. 17774
L..... ._. - __J.....L-�_—J L�—�.._�__ 1- SCALE 1/4"=V-0” DATE 7/24/20I8
a� —�_ L1_�_
DRAWN BY TLD CHECKED BY RS
i
TITLE
:
ILIL
2'xe' ROOF RAFTER Sections
5'x1/2' DIA. THOUGH BOLT _-_. __-- -. -- ��...:---..
TOP AND BOTTOM I
I °
to I r
2"x8'x24' BLOCK SANDWICHED 5'x1/2' DIA. THOUGH BOLT
BETWEEN COLLAR TIE TOP AND BOTTOM
(3) 2'x12' HEADER PACK OUT SHEET
HEADER AS
REQUIRED
A - 3
3 COLLAR TIE DETAIL Scale: 1/4' = I'-0' 4 COLLAR TIE DETAIL Scale: 1/4' = I'-0'
A-3
A-3 PROPOSED
PROPOSED
i
�g
STRO SKI
architecture,p.c.
g
P.O.BOX I254 JAMESPORT,NY 11947
PHONE(63 1)779-2832 FAX(631)779-2833
Lt ii LL
L. II I• �� ill a JL ll —u 1 u �ll llL MATERIAL NOTES
_
LL~ ,' � � 1_ � iJ � I I n I � 1_L' � 1J- _ W1 '�!
�1 I LI
ROOF CONSTRUCTION
30 YR. ARCHITECTURAL GRADE
ASPHALT SHINGLE
30 LB. FELT PAPER
i
5/8' EXTERIOR GRADE PLYWOOD SHEATHING
i
(2r1 X 121 RIDGE BEAM
\\ 2' X 8' ROOF RAFTERS @ 16' ON CENTER
2' X 8' COLLAR TIES AT POST LOCATION PLACED TOP OF HEADER
i RIDGE STRAPS REQUIRED
PROVIDE ALUMINUM FLASHING AS REQUIRED Proposed Addition/Alteration
III ILI 11-J-L-1c
I E/WATER BARRIER IN ALL VALLEYS AND ROOF ES
EDG
��I � For:
RAFTER TO PLATE CONNECTORS USE 'USP MOD N I
EL UMBERS RT7 OR RTIO
�l �I WALL CONSTRUCTION emer
SIDING TO BE PVC TRIM AND VERTICAL T4G BEADBOARD Screened -ln-
'BLUESKIN OR EQUAL AIR INFILTRATION BARRIER
3-2 I/2 V.I.F. 1/2' EXTERIOR GRADE PLYWOOD SHEATHING
CID2' X 4' WOOD STUD WALLS @ 16' ON CENTER WITH 2' X 4' SHOE
�, Porch
AND DOUBLE 2 X 4 TOP PLATE
1/2' GYPSUM WALL BOARD ALL WALLS AND CEILINGS (MOISTURE
RESISTANT WALL BOARD AT BATHROOMS)
5/8' TYPE 'X' GYPSUM BOARD AT GARAGE WALLS AND CEILING
PROVIDE WALL TO ROOF, WALL TO WALL, AND WALL TO FOUNDATION
CONNECTORS AS PER SHEET W-2.
FLOOR CONSTRUCTION
V4'x6' DECKING TO MATCH EXISTING
SCREENS NOTE: 2' X 8' ACQ DECK JOISTS AT 12' ON CENTER
SCREEN ROUC44 OPENINGS TO BE 4I0 Bunny Lane
THE SAME AS PER LOCATIONS. s New Suffolk, NY 11956
VERIFY IN SCREENS. FIELD BEFORE MAKING S.C.T.M.#I000-117-6-28.I
i REAR ELEVATION Sale: 114' = 1'-0'
REVISIONS
A-4 PROPOSED 0
0
0
0
0
BLDG. ELEVATION NOTES: 0
; 0
ROOF NOTE5:
30 YEAR ARCHITECTURAL ROOF SHINGLES. O
FLASH AT ALL ROOF BREAKS. PROVIDE
ICE/WATER BARRIER IN ALL VALLEYS AND O
AT ALL ROOF EDGES
RIDGE VENT - CONTINUOUS WHERE O
APPLICABLE
_GABLE FASCIA NOTES: 0
I' X 4' RAKE FASCIA CAP O
I' X 10' RAKE BOARD 0
12' GABLE OVERHANG
I I WHITE VINYL BEAD SOFFIT = O
I I I 1 0
FASCIA AND SOFFIT NOTES: 0
111 I' X 6' FASCIA TO MATCH EXISTING
I
12 OVERHANG
VINYL BEAD SOFFIT O
FULL FRIEZE BOARD
SEAL
SIDING NOTE5:
PVC TRIM BOARD AND PVC BEAD BOARD .Eo Agcy
.31-51
� V.I.F. I VINYL SCREENS BY 'SCREENEZE' •� � ��,� A ,S TR
OAS�
�(
'ao {
•r
RAILING NOTE: Mk
36' NIGH GUARDRAIL TOP AND BOTTOM U'
jN I I I
'rm� 3
' N-r
01._Z 1 0
:Z0 6- 0 . .....
P6_ 16_ E... 6.
Sri'ROM K
architecture, p.c.
AV
XZM
y 7
L
P.O.BOX I254 JAMESPORT,NY 11947
PHONE(63I)779-2832 FAX(63I)779-2833
410 BUT,-*,%T,. NY LANE NE U1, V1 SUFFOLK NEW YORK
30IN
A
S 83011 ,U0 0
TMT C'm7jso
D
IRON PmE
t
a Proposed Addition Alteration
��+'> ...$ .+ ", For:
11 1111 1 11 IT f -CM
H emer
0
Screened -in-
C;
Q -_
Porch
— A PLOW URS
-
A 221-68
. - !
• j
--- A $" "' llfttWA� #a •t ----- PROPOSED 368 S.F. I
. . • ------------------------ SCREENED PORCH
44avA
a
•
r
A
--- •• 4I0 Bunny Lane
` New Suffolk, NY 11956
' Q - - ------ ---- ---- S.C.T.M.#1000-I I7-6-28.1
------ -------- REVISIONS
oft"_Ms. 0--ft-Aft 4CCO
+ O
j
i - - 0
` __" - ---------------------------
----- ----------------- 1 r
1
o 0
SCHEDULE OF ABBREVIATIONSW"
• 0
•
A.D. ASN DROP �� !� � - 0
A.F.F. ABOVE FINISH FLOOR X ; +r O
BM. BEAM •i.
BRG. BEARING
CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA C.J. CEILING JOIST •• O
C.F.M. CUBIC FEET PER MINUTECLOS CLO5ET ;�•t e.� "� INFORMATION0 WOOD SURVEY
ICE SHIELD C.O. CLEAN OUT ' • "~ , NATHAN TAFT CORRIIILANDLAND SURVEYOR
KEN FROM SURVEY DONE BY: O
SEISMIC SUBJECT TO DAMAGE FROM `••` O
GROUND WIND SPEED TOPOGRAPHIC SPECIAL WIND WIND-BORNE DESIGN WINTER DESIGN UNDERLAYMENT FLOOD CON. CONCRETE ' DATED: 7/17/2017
SNOW LOAD (MPH) EFFECTS REGION DEBRIS ZONE CATEGORY WEAT1aERING FROST LINE DEPTH TERMITE DECAY TEMPERATURE REQUIRED ��' CCSMT• CARBON MONOXIDE DETECTOR 0 •� ✓J.
C.T. CERAMIC TILE • • O
25 130 YES YES I B SEVERE 360 EMENT a
MODERATE SLIGHT TO 15 YES N/A D. DRYER
TO HEAVY MODERATE D.H. DOUBLE HUNG
DIA. DIAMETER
D.J. DECK JOIST ' II O
TABLE OF CONTENTS DN. vowN
DW. DISHWASHER ` O
FLOOR AREAS EXISTING PROPOSED ADDITION TOTAL F F.A.I. FRESH
FLOOR AIR
INTI ~ •
FDN. FOUNDATION O
A-I - PROJECT INFORMATION, EFOUNDATION PLAN FIRST FLOOR SQUARE FOOTAGE - 1,211 SQFT. 49 SQFT. 1,260 SQFT.SQFTF.J. FLOOR JOIST
A-2 - FLOOR PLAN 4 ROOF PLAN EXST. GARAGE SQUARE FOOTAGE - 329 SQFT. -49 SQFT. 280 .
A-3 - SECTIONS DECK SQUARE FOOTAGE - 566 SQFT. 66 SOFT. 632 SOFT. FTG.P.SFIREPROOF, SELF-CLOSING +
NG
A-4 - ELEVATIONS COVERED PATIO SQUARE FOOTAGE - N/A SQFT. 368 SQFT. 368 SOFT. FXD. FIXED I "•"' ,. 3 +
9. # `�. �0 C V O
W-1 - DETAIL WALL SECTION AND ELEVATION
W-2 - TABLES, SCHEDULES AND DIAGRAMS GN.B. HOSE BIBBL . GLASS IZED �"'"`""" ` �,.,,,� "*--mum STEP
"""" + ' *
PRESCRIPTIVE DESIGN METHODS APPRO ED AS NOTED SEAL
N.C. HANDICAPPED •
130 MPH WIND ZONES HDR. HEADER DATE: B.P.;'t 3�
N.M. HOLLOW METAL
INFORMATION TAKEN FROM WOOD FRAME CONSTRUCTION MANUAL FOR ONE AND TWO - K.S. KITCHEN SINK ""'
FAMILY DWELLINGS (2015 EDITION) LAV. LAVATORY FEE: t BY: \ CED
L.C. LINEN CLOSET i„L.1 • NOTIFY BUILDING DEPARTMENT AT p's
ALL TABLES, FIGURES, AND SECTIONS REFERRED TO BELOW CAN BE FOUND ON SWEETS MECH. MECHANICALLd!� i
-I AND W-2. MFOLLOWING INSPECTIONS: ELECT PICAL
MAX. MAXIMUM
765-1802 8 AM TO 4 PM FOR THE
W
M . :
DESIGN LOADS MLDG. MOULDING 1. FOUNDATION - TWO REQUIRED
I. FLOOR AND ROOF DIAPHRAGM BRACING REQUIRED. PERPENDICULAR BLOCKING AT 4-0 M.O. MASONRY OPENING � .� � 1�',.SP�»CTI�?N REC!UI . .®
INTERVALS (MATCHED WITH SUBFLOOR EDGES) MUST BE PROVIDED WITHIN THE LAST TWO N.I.C. NOT IN CONTACT •'• «• '�`• '" FOR POURED CONCRETE
USE LIVE LOAD [LBJSQFT.I DEAD LOAD [LB/SQFT.] BAYS OF FLOOR AND ROOF DECK SWEET W-1 DRAWING 3. ••r••"•'•......'•'
O.C. ON CENTER t+•arr#.f,r►•rf►►fr{rfiir{{{.r 2. ROUGH • FRAMING & PLUMBING
.rrr►{••r•„ !ri!•i,#rfi#tt r.tr.r.r.r♦•.• ' •
60 10 2. UPLIFT CONNECTIONS REQUIRED AT EACH RAFTER JOIST AND STUD CONNECTIONS. O.H. OVERHEAD ;•..rlr.!!. �M�y�• r..•..•.•.rr•ritr!!ri►if#r, 3. INSULATION
EXTER�/-��p/gyp p��/'/y�Cc if rr lirt•f J�/�•' rr.••►Y ilr!!f••,Y•!i•flli{{•i•r♦
IOR BALCONIES •!•►•♦tr,«r.r♦ •'+�rr� {i.•f•••r+.••ref••♦r.rf!#r r.rill• +•# ������
PROVIDE 1-1/4+ X 20 GAWE METAL STRAP FASTENED AS PER SWEET W-1 TABLE 3.4 AND R.C. POURED CONCRETE ..r.f.r.....f....... it•-•r.Nr..•r...•.!f!►lfurfrff►ri � « JC 4. FINAL « CON37 tiCTION MUST '�rUCI')PLACAI IDING Ra UIRE0
10 � it rrr!•!ir:i#f11/t{ti♦Mri•!r•N•N............!r•r!w!lfii �r'�M'
DECKS DRAWINGS ON SHEET W-2. � r� ...............
r{{•iN•rr•••r.�w....... r•.#f♦r••r►•♦i *.
PASSENGER VEHICLE GARAGES •s.r.•rrrir,« r ♦.«rrr rrrrrf•r«....,, BE COMPLETE FOR C.O.
REF. REFRIGERATOR rN+►!{!i{++#..,ff Y+ •••••-••••••••• '� •
3. LATERAL AND SWEAR FRAMING CONNECTIONS MUST BE IN ACCORDANCE WITH THE "•""""'+'•.-•-•-•--•-• """`.. ALL CONSTRUCTION SHALL MEET THE
REINF. REINFORCED •���•�"«�. ...r+ Co i ht 20I7.STROMSKI architecture, c All a hts
ATTICS WITHOUT STORAGE 10 10 NAILING SCHEDULES OF SHEET W-1 TABLE 3.4A, 3.9A. REQUIREMENTS OF THE CODES OF NEWd.The Architect reserves the ri ht to Produce this
R.F. RESILIENT FLOORING . ,, RETAIN STORM WATER RL OE g
ATTICS WITH STORAGE 20 10 4. HOl DDOWN ANCWORS TO BE PROVIDED AT THE CORNERS AS PER FOUNDATION PLAN R.R. ROOF RAFTER N + YORK STATE. NOT RESPONSIBLE FOR cdesign in its entirety or any portion thereof.Unauthorized
S.D. SMOKE DETECTOR r E 0.4&N. DESIGN OR CONSTRUCTION ERRORS. PURSUANT TO CHAPTER U`lterationofthese docurnentsisaviolation ofthe New York
40 10 SHEET A-2 AND SHEET W-1 DRAWING 2. ANCHOR BOLTS ARE EMBEDDED IN THE State Education Law.These drawings and specifications are
ROOMS OTHER THAN SLEEPING ROOMS FOUNDATION AND BROUGHT' UP THROUGH THE SILL PLATE. SN. 4 PL. SHELF 4 POLE. OF THE TOWN CODE. property of the Architect
an instrument of service and are the
S 30 10 SHWR. SHOWER 0OThese drawings and specifications are not to be used on any
SLEEPING ROOM
STAIRS 40 10
5. ROOF, WALL AND FLOOR SHEATHING FASTENING SCHEDULES ARE PROVIDED ON SHEET SQFT. SQUARE FEET - other project,except by written permission of the Architect
W-I TABLE 3.1. TEG TONGUE t GROVE »` «;
GUARDRAILS AND HANDRAILS 200 10 T.C. TERRA COTA i SITE PLAN Scale: 1/8' . 1'-0' r
- :." PROJECT NO. I7-7004
b. ROOF CLADDING AND WALL CLADDING TO BE FASTENED AS PER MANUFACTURER'S TEMP. TEMPERED GLASS i!
:; ��[
GUARDRAILS IN-FILL COMPONENTS 50 10 SPECIFICATIONS. T.O. TRIM OPENING PROPOSED COMPLY WITH AlL l�vu";*� :"' SCALE 1/411=1'-0" DATE 5/I7/20I7
TY �I�- NEW YORK STATE & TOWN CODES
FIRE ESCAPES 40 10 7. RIDGE STRAPS ARE TO BE PROVIDED WHEN COLLAR TIES ARE NOT PLACED WITHIN THE W.I.F. VERIFY WASHER AS REQUIRED AND CONDITIONS OF IN FIELD DRAWN BY TLD CHECKED BY RS
UPPER 1/3 OF THE ROOF FRAMING. STRAPS TO BE FASTENED AS PER TABLE 3.6 ON SHEET
W-2. W.C. WATER CLOSET ggEg{gL�gqTITLE
WD. WOOD
B. ALL STRAPPING CAN BE INSTALLED OVER SWEATING ONLY IF T14E FASTENERS IDENTIFIED W.F. WATER FOUNTAIN
IN THE NAILING SCHEDULES ON SWEET W-2 ARE INCREASED IN SIZE AND LENGTH BY THE W.H. WATER HEATER
WIDTH OF THE SWEATING SUBSTRATE BEING USED. W.I. WALK-INW.W.F. WELDED WIRE FABRIC
DEC Project
Information
OCCUPANCY OR
USE IS U I-Ak' FUL
WITHOUT CERTIFICATE
OF OCCUPANCY SHEET
Cover
%N'
TRX MSK1.
architecture, p.c.
P.O.BOX I254 JAMESPORT,NY 11947
PHONE(63I)779-2832 FAX(63I)779-2833
1�
:t
BATH s Proposed Addition/Alteration
EXISTING i i i For:
Ir------------
ccaHemer
_� II
RELOCATE STEPS TO
Screene -in-
RELOCATE I 1 s
GARAGE "
A Porch
--- I
REMOVE AND NEW FLOOR FRAMING
TO BE FLUSH WITH I
I RELOCATE EXISTING-t I�, EXISTING FLOOR
KITCHEN E I I , � I I
I
EXISTING DOOR l I 2" X 6' K.D. FLOOR JOIST
@ 10 ON CENTER
I I 1 Lug kI
GARAGE
EXISTING 1
410 Bunny Lane
2'x6' K.D. LEDGERBOARD 1 FILL IN VOID OF FOUNDATION New Suffolk, NY 119S6
LAG PORTION WITH B CONCRETE y
BOX BEAM
TO EXISTING PORTION
FILLED SOLID WITH S.C.T.M.#1000-117-6-28.1
I GROUT. PROVIDE #5 REBAR
NEW 2' X 4' ACQ PLATE INTO EXISTING FOUNDATION
EXISTING GARAGE SLAB i i EVERY 32' MIN. REVISIONS
I _ -------- —
P_ 2 2rX CQ Ru GIRD A O
D(ISTING PORTION OF EXISTING GARAGE DOOR P-3 I I P-3 j
WALL TO BE TO BE REMOVED L — _I L —
DEMOLISHED FOR NEW _ LINE OF PROPOSED O
MAN DOOR 2' 8" ACQ FWSH/GIRD
—— —— P� DECK ABOVE
li it 0 -
LINE
OF PROPOSED--,,,
DECK ABOVEI I I 9i I I b
N : O
II S u LU c
DECK
c_
EXISTIINGX
Q I e0 I I N al
sl
O
�� O
LINE OF EXISTING
DECK ABOVE I /P- /P-2 I —L —— _T—�5-212' X 8' ACQ FLUSH GIR�D�R_ i O
--
L__ __ $� P-I / P-I IBMP-I
2 2� 8�ACQ FLUSH ER J 20
A-3 O
..: II1-0" 4'-10' O
A3 I II
I _ ° O
I IIS �� II o
T_
IIS a�
co_ I 0
IIs N � �I
LINE OF PROPOSED
ABI I O
DECK MOVE II4 II
SEAL
PIER SCHEDULE
'-------------- SYMBOL SIZE tP�
P-I 24' DIA. POURED CONCRETE FOOTING
P-2 18' DIA. POURED CONCRETE FOOTING
DEf OLITION PLAN Scale: 1/4' = 1'-0' 2 FOUNDATION PLAN Scale: 1/4' = 1'-0' A-3 P-3 18'x24'x36' DEEP POURED CONCRETE FOOTING
A-I PROPOSED
A-I PIROP05ED BOTTOM OF ALL PIERS TO BE 36' BELOW GRADE Copyright 20I7.STROMSKI architecture,p.c.All rights
reserved.The Architect reserves the right to reproduce this
design in its entirety or any portion thereof.Unauthorized
alteration of these documents is a violation of the New York
State Education Law.These drawings and specifications are
an instrument
of service and are the property of the Architect.
These drawings and specifications are not to be used on any
other project,except by written permission of the Architect.
PROJECT NO. I7-AR004
SCALE 1/4"=1'-0" DATE S/I7/20I7
DRAWN BY TLD CHECKED BY RS
TITLE
Demolition Plan &
Foundation Plan
SHEET
A -
IF-----------------------------------------------------------------------------------------------------------
I
S, -P-k..0J.m's I u-
architecture, p.c.
< A-3 P.O.BOX 1254 JAMESPORT,NY 11947
PHONE(631)779-2832 FAX(631)779-2833
L---------------------------------- ------------------i II
I I V�
F
—_NiII I
A-3 II
RELOCATE STEPS TO GARAGE OR F__
PROVIDE NEW F
I RELOCATE EXISTING DOOR VERIFY
IT 15 FIRE-RATED FOR 45 MINUTEJ
MIN. AND WAS SELF CLOSING
NEW FLOOR FRAMING—,� HINGES. IF NOT REPLACE W NEW
TO BE FLUSH W1114
RATED DOOR TO MATCHIN STYLE. i i I I I
EXISTING FLOOR I PROVIDE W 'TYPE X' GYPSUM
BOARD ON GARAGE SIDE I EXISTING RIDGE I Proposed Addition/Alteration
For:
31-21
4' 12'-Il' V.I.F. T
LINE OF ROOF ABOVE � Hemer
NEW GABLE ROOI TO BE REMOVE AND REPLACE
LL: FRAMED ON TOP OF EXISTING EXISTING ROOFING AS
GARAGE ROOF REQUIRED
Screened -in-
�IPorch
-NEW 2X4' OOOD NEW FRAMED
FRAMED WALL GABLE WALL
— — — —
............... _J
----DECK 14EIG14T NOTE-
LINE OF ROOF ABOVE It-
GRADE—/-.1 -1 / I DECK TO BE FW514(WITH EXISTING DECK, 7 'N
C"I VERIFY SILL HEIGHT OF NEW EXTERIOR 57<
)J 410 Bunny Lane
L--- ----------- ---------------- --------------------------------------------- ---- - m II
--------------------------\ DOOR WILL WORK ACCORDINGLY.
N I I I ( I N I New Suffolk, NY 11956
S.C.T.M.#I000-II7-6-28.I
in 7XV Z-0 W-riff-_
OUTLINE LINE OF- (n
ECK REVISIONS
PROPOSED DIE
wi]TED
rn In I
7 . 0
V 214-
I I .;0
V..V.I.F.F
_J
EXISTING (PROPOSED T4
.5RZ I
ro T_
C4
I I M I In I I
WAVE NEW DECKING 611 ��(V 2' X 8' ROOF RAFTER
_/ -_ I
INTO EXISTING @ 16' ON CENTER
7\
Zo
i AL
co F4 A19-:11,
2 2
U) 2
cc 15CREENEP I N P01�04
KA-3) § -- — \,A-3,/ A-3 O
Cr 5/4'x(VI DECKING i t l
OUTLINE LINE OF—/ to 7XP 01�1 I��-- -- I O
EXISTING DECK 04
1C"I I I 2' X 13' ROOF RAFTER
1-1 cc
GRADE I (in -10
@ 16- ON CENTER
Cr I I I
I . 0
Murfrff_
in
7 I-o
f
0
(3) 'X12' INUOUS ER
\J 7
----- ---------- ------
- -Ji
6'x6' AC9 POST TRIMMED
�/-
------ ---------------
IN PVC. (TYPICAL) LINE OF ROOF ABOVE
2-2 3143-11 1/2' 3-11 1/2' 3-11 1/2' 2'-2 3/4' COLLAR TIE NOTE:
—7 2'XB' COLLAR TIE LOCATED AT EAC14 VERTICAL POST, SIT ON TOP
104 OF HEADER 4 SANDWICH ROOF RAFTER. THROUGH BOLTED
5''0'
DIA.) 2'XB'X2' BLOCK IN CENTER TO BE THROUGH BOLTED AS
WELL. SEE SHEET FOR DETAIL. SEAL
�2 ROOF PLAN Scale: 114' = V-0' A-3
FLOOR PLAN Scale: 114' = 1'-0' '\�-2 PROPOSED :kFED
c /
\,�-2 PROPOSED
CIA
MATERIAL NOTES
Copyright 2017.STRONISKI architecture,p.c.All rights
reserved.The Architect reserves the right to reproduce this
8001= CONSTRUCTIONdesign in its entirety or any portion thereof Unauthorized
SYMBOLLEGEND: alteration of these documents is a violation of the New York
State Education Law.These drawings and specifications are
30 YR. ARCHITECTURAL GRADE ASPHALT SHINGLE 0 SINGLE AND MULTI-STATION SMOKE ALARM TO BE an instrument of service and are the property of the Architect
30 LB. FELT PAPER These drawings and specifications are not to be used on any
5/8' EXTERIOR GRADE PLYWOOD SHEATHING S.D. INTERCONNECTED AND HARDWIRED other project,except by written permission of the Architect.
(2)21 X 121 RIDGE BEAM
2' X 8' ROOF RAFTERS @ 16' ON CENTER PROJECT NO. 17-AR004
2' X 8' COLLAR TIES AT POST LOCATION PLACED TOP OF HEADER CARBON MONOXIDE DETECTORS SHALL BE INSTALLED 2'x8' ROOF RAFnR--/ SCALE 1/4"=170- DATE 5/17/2017
RIDGE STRAPS REQUIRED CM AS PER MANUFACTURER'S SPECIFICATIONS AND HARD 2'x8' COLLAR TIE,
PROVIDE ALUMINUM FLASHING AS REQUIRED WIRED
ICE/WATER BARRIER IN ALL VALLEYS AND ROOF EDGES 5'XI/2' DIA 2'xb' ROOF RAFTER DRAWN BY TLD CHECKED BY RS
RAFTER TO PLATE CONNECTORS USE 'USP' MODEL NUMBERS RT7 OR RTIO . THOUG14 BOLT 2'x8' COLLAR TIE
WINDOW DESIGNATION (SEE WINDOW SCHEDULE) 5'XI/2' DIA. TOP AND BOTTOM WRAPPED IN PVC 71IR7M �
naxfl BOLT TITLE
WALL CONSTRUCTION O I Ur ANU VU I I U1l
0
DOOR DESIGNATION (SEE DOOR SCHEDULE) 2BETW'x8'x24EEN' BLOCK SANDWICHED-��'
0
SIDING TO BE PVC TRIM AND VERTICAL TtG BEADBOARD COLLAR TIE Nl_�_VxWx24' \ __J/_11'
'BLUESKIN' OR EQUAL AIR INFILTRATION BARRIER
1/2' EXTERIOR GRADE PLYWOOD SHEATHING BETWEIEBLOCK SANDWICHEDN COLLAR TIE TOP AND BOTTOM 5Y/2' DIA. THOUGH BOLTFloor Plan &
2' X 4' WOOD STUD KNEE WALLS @ 16' ON CENTER WITH 2' X 41 SHOE SECTION MARK (DWG#/5HEET)
AND DOUBLE 2' X 4' TOP PLATE (3) 2'xI21I4EADER-' PACK OUT
1/21 GYPSUM WALL BOARD ALL WALLS AND CEILINGS (MOISTURE DETAIL SECTION MARK (DWG#/SHEET) HEADER AS Roof Plan
RESISTANT WALL BOARD AT BATHROOMS) REQUIRED
5/13' TYPE 'X' GYPSUM BOARD AT GARAGE WALLS AND CEILING DETAIL DRAWING MARK (DWG#/SWEE-r)
PROVIDE WALL TO ROOF, WALL TO WALL, AND WALL TO FOUNDATION
CONNECTORS AS PER SHEET W-2.
COLLAR TIE DETAIL Scale: 114' V-0'
COLLAR TIE DETAIL Scale: 114' V-0'
FLOOR CON5TRUCTION �-2 PROPOSED \,�-2 -PROPOSED SHEET
Y'xV DECKING TO MATCH EXISTING
2' X Of ACO DECK JOISTS AT 12' ON CENTER A - 2
ol gso
51'R K' 'M S I I
r
MATERIAL NOTES (3[:jarchitecture, p.c.
ROOF CONSTRUCTION
30 YR. ARCHITECTURAL GRADE ASPHALT SHINGLE P.O.BOX 1254 JAMESPORT,NY 11947
30 LB. FELT PAPER PHONE(63I)779-2832 FAX(63I)779-2833
5/8' EXTERIOR GRADE PLYWOOD SHEATHING
(2)21 X 12, RIDGE BEAM
2' X 15' ROOF RAFTERS 111 16' ON CENTER
2' X 15' COLLAR TIES AT POST LOCATION PLACED TOP OF HEADER
RIDGE STRAPS REQUIRED
tJKBM0M OF RIDGEPROVIDE ALUMINUM FLASHING AS REQUIRED
------- ICE/WATER BARRIER IN ALL VALLEYS AND ROOF EDGES
RAFTER TO PLATE CONNECTORS USE USP MODEL NUMBERS RT7 OR RTIO
WALL CONSTRUCTION
SIDING TO BE PVC TRIM AND VERTICAL Till BEADBOARD
JIIIII OF HEADER 61 R1 loll I 1 10 11 1 r" 11 1IBLUE5KIN'EXTERIOR GRADE OR EQUAL AIR IPLYWOOD NFILTRATION EAT14ING BARRIER
qOr-/61-20 SP
2' X 4' WOOD STUD KNEE WALLS 0 16' ON CENTER WITH 2' X 4' SHOE
AND DOUBLE 2' X 4' TOP PLATE
1/2' GYPSUM WALL 130ARD ALL WALLS AND CEILINGS (MOISTURE
RESISTANT WALL BOARD AT BATHROOMS)
5/8' TYPE Y GYPSUM WARD AT GARAGE WALLS AND CEILING
PROVIDE WALL TO ROOF, WALL TO WALL, AND WALL TO FOUNDATION
CONNECTORS AS PER SHEET W-2.
CID
C14
F� Proposed Addition/Alteration
TOP OF EXISTING SWILOOR __J I _J I FLOOR CONSTRUCTION For:
1V 01 -71 \ I — WW DECKING TO MATCH EXISTING
AJOP OF DMKIW --------------------------------------------------------- 2' X 8' AGO DECK JOISTS AT 12' ON CENTER Hemer
NV 01 -00
Screened --in-
oric
I I Ed1 I III I -I 1 -111-:11 -
I Ell
El I [_El I I= =I I-,
J I IE,I I 1l
BLDG. ELEVATION NOTES:
ri--\ SECTION MA' Scale: 1141 a 11-01ROOF NOTES: 410 Bunny Lane
PROPOSED 30 YEAR ARCHITECTURAL ROOF SHINGLES. New Suffolk, NY 11956
FLASH AT ALL ROOF BREAKS. PROVIDE S.C.T.M.#1000-117-6-28.1
ICE/WATER BARRIER IN ALL VALLEYS AND
AT ALL ROOF EDGES REVISIONS
RIDGE VENT - CONTINUOUS WHERE
APPLICABLE 0
GABLE FASCIA NOTES: 0
I X 4' RAKE FASCIA
12' GABLE OVERHANG
WHITE VINYL BEAD SOFFIT
10 X 10' RAKE BOARD
Ll 0
FASCIA AND SOFFIT NOTES: 0
LLULL-L LILLILLLUiLli
Hill1L1ILLUL-11 L1LiLLL1LLLL_LL I X 6' FASCIA 0
LLL I L I 1 12' OVERHANG
YLLL-LU I VINYL BEAD SOFFIT 0
I I IL till 2' CONTINUOUS SOFFIT VENT (COPPER)
Hillll 1L11lit 5=0M OF RIDGE FULL FRIEZE BOARD
LiLM 12'-3'
-�11LdiL SIDING NOTES:
11111 111 111 111 11 ITH, I I lI 111111, 111 11 1111 111 11111 11 1 TRIM BOARD AND PVC BEAD BOARD
I I I.L1Lt[_L1ULL1_Li_JLtLU_[L VINYL SCREENS BY 'SCREENEZE'
TOP OF 14M1R$0_
131 -2' (D
RAILING NOTE:
36' HIGH GUARDRAIL TOP AND BOTTOM
RAIL WITH 5/4' BALUSTERS SPACED 0
5' ON CENTER. RAILING TO BE
CONSTRUCTED 50 THAT A 4' SPHERE 0
MAY NOT PASS THROUGH ANY
C4 OPENING. 0
34' HIGH HANDRAIL TOP AND BOTTOMO
TOP OF DEMAi-N RAIL WITH 5/4' BALUSTERS SPACED
01 -70 5' ON CENTER. RAILING TO BE
EXISTI ,PROPOSED CONSTRUCTED 50 THAT A 4' SPHERE SEAL
TOP OF DFXX&4-\ MAY NOT PASS 'THROWN ANY
N N A
'
PROVIDE RAILINGS FOR DECKS THAT :DA C �
EXCEED 30' ABOVE ADJACENT GRADE.
BASED ON EXISTING GRADES AND
PROPOSED CONSTRUCTION
REQUIRED.
GUARDRAILS SHOULD NOT BE
IIEEE I— IE 11 .1 0 69
-1 IEl I IE1 I IEI 11--
1EI =111-11 EI 11=111.1.
2 N SECTION Scale: 114' V-0' Copyright 20I7.STROMSKI architecture,p.c.All rights
A-3 PROPOSED PROPOSED reserved.The Architect reserves the right to reproduce this
design in its entirety or any portion thereof.Unauthorized
alteration of these documents is a violation of the New York
State Education Law.These drawings and specifications are
an instrument of service and are the property of the Architect.
These drawings and specifications are not to be used on any
other project,except by written permission of the Architect
IPROJECT NO. 17-AR004 I
SCALE 1/4"=1'-0" DATE 5/17/2017
DRAWN BY TLD CHECKED BY RS
TITLE
U 2'x8' ROOF RAF
2'x8' COLLAR TIE, Sections
2'x8' ROOF RAFTER
5Y/2' DIA. THOUGH BOLT 2'x8' COLLAR TIE—
TOP AND BOTTOM A WRAPPED IN PVC T11 IRM THOUGH BOLT
Ill A0 III
0
0 2'x8'x24' BLOCK SANDWICHED
BETWEEN COLLAR TIE
N"'-2'XB'X24' BLOCK SANDWICHED 5'XI/2' DIA. THOUGH BOLT—V
BETWEEN COLLAR TIE TOP AND BOTTOM
(3) 2'x12' HEADER—"---- X -PACK OUT SHEET
HEADER AS
REQUIRED
A - 3
COLLAR TIE DETAIL Scale: 114' = 1'-0' COLLAR TIE DETAIL Scale: 114' a1'-0'
PROPOSED PROPOSED
$/�K
architecture, p.c.
P.O.BOX I254 JAMESPORT,NY 11947
PHONE(63I)779-2832 FAX(631)779-2833
11 Mill I
MATERIAL NOTES
ROOF CONSTRUCTION
30 YR. ARCHITECTURAL GRADE ASPHALT SHINGLE
_ BIMOM OF RIDGE 30 LB. FELT PAPER
Til 111111 lilt 11 IIITII 111 12'-3' 5/8' EXTERIOR GRADE PLYWOOD SHEATHING
(2)21 X 12' RIDGE BEAM
HIT Hill I UIL111 2' X B' ROOF RAFTERS @ 16' ON CENTER
2' X B' COLLAR TIES AT POST LOCATION PLACED TOP OF HEADER
RIDGE STRAPS REQUIRED
Proposed Addition Alteration
PROVIDE ALUMINUM FLASHING AS REQUIRED P
il IT 11 111111 1
N ICE/WATER BARRIER IN ALL VALLEYS AND ROOF EDGES For:
- _ TOP OF WER RAFTER TO PLATE CONNECTORS USE USP MODEL NUMBERS RT7 OR RTIO
8' -2'
!� WALL CONSTRUCTION
LC
51DING TO BE PVC TRIM AND VERTICAL T#,G BEAD130ARD
'BLUESKIN' OR EQUAL AIR INFILTRATION BARRIER + Screened -in-
3'-2 a
'v
1/2 V.I.F.
I/2 EXTERIOR GRADE PLYWOODSHEATHING
EATN NG
m i X 4 i
m. .
WOOD STUD KNEE WALLS @ I6 ON CENTER WITH 2 X 4 SHOE
AND DOUBLE 2' X 4' TOP PLATE Porch
2
iA 1/2' GYPSUM WALL BOARD ALL WALLS AND CEILINGS (MOISTURE
RESISTANT WALL BOARD AT BATHROOMS) y
-__- TOP OF DECKS 5/8' TYPE 'X' GYPSUM BOARD AT GARAGE WALLS AND CEILING
EXISTING PROPOSEDimp � "0 -7 PROVIDE WALL TO ROOF, WALL TO WALL, AND WALL TO FOUNDATION �
TOP OF DECK CONNECTORS AS PER SHEET W-2.
-- -- 01 -00 y
FLOOR CONSTRUCTION
%4'x6' DECKING TO MATCH EXISTING
I I I I I I I SCREENS NOTE: 2' X B' ACO DECK JOISTS AT 12' ON CENTER
I I I I I I I SCREEN ROUGH OPENINGS TO BE 4I0 Bunny Lane
I I I I i I THE SAME AS PER LOCATIONS. New Suffolk, NY 11956 .1
L _ J L _ J L_ — —J L _ J L _ J VERIFY IN FIELD BEFORE MAKING S.C.T.M.#I000-I 17-6-28.1,
SCREENS.
i REAR ELEVATION Scale: 1/4' I'-0'
REVISIONS '
A-4 PROP05ED
0
0
0
0
0
BLDG. ELEVATION NOTES: , 0
0
ROOF NOTES: 0
30 YEAR ARCHITECTURAL ROOF SHINGLES. O
FLASH AT ALL ROOF BREAKS. PROVIDE
ICE/WATER BARRIER IN ALL VALLEYS AND 0
AT ALL ROOF EDGES 0
RIDGE VENT - CONTINUOUS WHERE O
APPLICABLE
GABLE FASCIA NOTES: 0
I' X 4' RAKE FASCIA 0
12' GABLE OVERHANG 0
WHITE VINYL BEAD SOFFIT
BOTTOM OF RIDGE ---- --- 0 I' X 10' RAKE BOARD O
I Il IT II III
FASCIA AND SOFFIT NOTES: 0
I' X 6' FASCIA
12' OVERHANG O
11 2' CBEAD SOFFIT
TOP OF IaEADER O
2' CONTINUOUS SOFFIT VENT (COPPER)
B'-2" ---- -- FULL FRIEZE BOARD SEAL
SIDING NOTES: QED ARc�
y PVC TRIM BOARD AND PVC BEAD BOARD �5 t R
ST
2'-10 V.LF: VINYL SCREENS BY 'SCREENEZE'
rn =4
Zo. RAILING NOTE:
TOP OF EXISTING SUBFLOOR -- --- — - 36' HIGH GUARDRAIL TOP AND BOTTOM
0' -7' �� RAIL WITH 5/4' BALUSTERS SPACEDtim
-TOP OF DECKING �- 5' ON CENTER. RAILING TO BE
NIP o' -0' --- CONSTRUCTED 50 THAT A 4' SPHERE N�
MAY NOT PASS THROUGH ANY
OPENING.
Copyright 20I7.STROMSKI architecture,p.c.All rights
- 34' HIGH HANDRAIL TOP AND BOTTOM reserved.The Architect reserves the right to reproduce this
I I I I I RAIL WITH 5/4' BALUSTERS SPACED design in its entirety or any portion thereof.Unauthorized
SCREENS NOTE: 5' ON CENTER. RAILING TO BE alteration of these documents is a violation of the New York
State Education Law.These drawingsspecifications are
SCREEN ROUGH OPENINGS TO BE I I I I I CONSTRUCTED 50 THAT A 4' SPHERE and P
an instrument of service and are the property of the Architect.
THE SAME AS PER LOCATIONS. I I I I MAY NOT PASS THROUGH ANY These drawings and specifications are not to be used on any
VERIFY IN FIELD BEFORE MAKINGL_ _ J L — -J L_ _ J OPENING. other project,except by written permission of the Architect
SCREENS.
- PROVIDE RAILINGS FOR DECKS THAT PROJECT NO. I7-AR004
EXCEED 30' ABOVE ADJACENT GRADE.
2 SIDE ELEVATION Scale: I/4' I'-0' - BASED ON EXISTING GRADES AND
d SCALE 1/4"=1'-0" DATE S/I7/20I7
PROPOSED CONSTRUCTION DRAWN BY TLD CHECKED BY RS
- PROPOSED
GUARDRAILS SHOULD NOT BE
REQUIRED. 3
'TITLE
Elevations
SHEET
A _4
rk Nr
'USP' STRUCTURAL STRAP MODEL# LSTA (REQUIRED WHEN NO 1
COLLAR TIES ARE USED WITHIN THE UPPER THIRD OF THE ATTIC
SPACE @ 16' ON CENTER) SEE MATERIAL NOTES FOR SIZES. TOP OF RIDGEOeb
RAFT
S�. , _ I
ER G _
architecture, p.c.
P.O.BOX I254 JAMESPORT,NY 11947
PHONE(63I)779-2832 FAX(63I)779-2833
RAFTER., SEE PLAN FOR
SIZES AND SPACING
nc
RIDGE. SEE PLAN FOR SIZES
ui RAFTER. SEE PLAN FOR
U HEADER.. SEE PLAN FOR
a SIZES AND SPACING SIZES
N
u
CEILING JOIST. SEE PLAN '
a FOR SIZES AND SPACING
'USP' STRUCTURAL
CONNECTOR FOR RAFETR
AND STUDS THAT ARE
OFFSET. MODEL# R-7/REF#
—— ————7 142.5/145 (585 LBS UPLIFT)
I
TOP OF PLATEdi--, tdkTOP OF PLATE — — —
RAFTER TO PLATE CONNECTION RAFTER TO PLATE CONNECTION
EILING JOIST. SEE PLANS
FOR SIZES AND SPACING Proposed Addition/Alteration
'USP' STRUCTURAL CONNECTOR For:
SEE MATERIAL NOTES FOR
DOUBLE TOP PLATE. SEE MATERIAL MODEL NUMBERS (EACH STUD)
NOTES FOR SIZES
'USP' STRUCTURAL STRAP Hemer
HEADER. SEE PLAN FOR 'USP' STR1'.TURAL Z (20 GAUGE MIN) LSTA MAY
SIZES CONNECTOR FOR RAFETR BE USED TO WRAP OVER
AND STUDS THAT ARE THE TOP PLATE AT WINDOW Screened —lrl—
IN-LINE. IMODEL#'S RT10 (REF AND DOOR OPENINGS (REFER
H2) (585 LBS UPLIFT) OR TO TABLE 3.3B ON SHEET
RT20 (REF H7) (1105 LBS 4'-0' OR LESS ROUGH OPENING W-1 FOR NAILING SCHEDULE) POrC�l
SHEATHING SEE MATERIALS UPLIFT) SCAB BE USED. SEE
NOTES FOR SIZES t TYPE MATERIAL NOTES FOR MODEL
SEE NAILING SCHEDULE ON NUMBERS TO BE USED.
W-2 FOR FASTENING (EACH STUD)
EXTERIOR WALL STUD. SEE
FOR OPENINGS LESS THAN
MATERIAL NOTES FOR SIZES 4'-0' USE SINGLE JACK AND
AND SPACING FULL HEIGHT STUD AT EACH
'USP' STRUCTURAL STRAP END. 4I0 Bunny Lane
MODEL# LTW12 (REF #LTS 12) ' New Suffolk, NY 11956
(735 LBS UPLIFT) MAY AL50 'USP' STRUCTURAL STRAP
BE USED AS A STUD TO RIM MODEL# LFTA6 (REF# H6) = S.C.T.M.#1000-117-6-28.1
JOIST CONNECTOR (UPLIFT 990 LBS) MAY ALSO
BE USED AS A STUD TO REVISIONS
SINGLE SHOE. SEE MATERIAL NOTES 'ADSS' USP CONNECTOR WITH (2) 3/4' FLOOR CONNECTOR.
CARRIDGE BOLTS FASTEN TO DOUBLE STUD. O
FOR SIZES A 5/8" DIAMETER THREADED ROD CONNECTS
UPPER AND LOWER CONNECTORS. PROVIDE USP STRUCTURAL STRAP
STUDS T14AT ARE
O
BOX BEAM DOUBLE STUDS AND STRAPPING FROM ROOF OFFSET MODEL# LSTA 12
FLOOR JOIST. SEE PLANS FOR SIZES TO FOUNDATION AS SHOWN.
(620 LBS UPLIFT) O
O
SU 0 OF SUB-FLOOR
TOP OF SFLOOR�_ �T P FL00
— — STUD TO STUD CONNECTION STUD TO STUD CONNECTION II BOX BEAM OR RIM JOIST. O
I) SEE PLAN FOR DETAILS
'USP' STRUCTURAL STRAP I I O
'USP' STRUCTURAL STRAP MODEL# ILSTA30 FOR 8' TO
MODEL# LSTA30 FOR 8' TO 101 JOIST USE L5TA36 FOR O
10' JOIST USE L5TA36 FOR 12 JOIST. (REFER TO TABLE O
FLOOR DIAP14RAGM BRACING WITHIN 12' JOIST. (EACH STUD) 3.313 ON SHEET W-1 FOR
LAST TWO BAYS OF FRAMING AT 4'-0' (REFER TO TABLE 3.3B ON NAILING SCHEDULE) O
INTERVALS SHEET W-1 FOR NAILING
SCHEDULE)
0—
DOUBLE
TOP PLATE. SEE MATERIAL HEADER. SEE PLAN FOR O
NOTES FOR SIZES SIZES
O
ADDITIONASL 'USP' STRUCTURAL O
STRAP MODEL# LSTA 12 FOR
OPENINGS GREATER THAN 4'-0' FOR OPENINGS LARGER THAN O
4'-0' USE DOUBLE JACK AND O
FULL HEIGHT STUD AT EACH
EXTERIOR WALL STUD. SEE MATERIAL GREATER T14AN 4'-0' ROUGH OPENING
END. : O
NOTES FOR SIZES AND SPACING
ADDITIONAL 'USP' STRUCTURAL STRAP
MODEL# L5TAI8 FOR 8" TO 10' JOIST SEAL\
'USP' STRUCTURAL STRAP USE L5TA24 FOR 12" JOIST FOR
MODEL# LTW12 (REF #LTS 12) OPENINGS GREATER T14AN 4-0' STR
(735 LB5 UPLIFT) MAY ALSO BE ,
USED AS A STUD TO RIM JOIST E�ED
CONNECTOR (EACH STUD) c�
4'
'AD55' USP CONNECTOR WIT14 (2) 3/4'
CARRIDGE BOLTS FASTEN TO ANCHOR BOLT yt k
WITH 5/8" DIAMETER THREADED ROD AND
SINGLE SHOE. SEE MATERIAL NOTES , d►
FOR SIZES THREADED COUPLING. SEE FOUNDATION PLAN •a �
0
FOR LOCATIONS. PROVIDE DOUBLE STUDS
AND STRAPPING FROM ROOF TO FOUNDATION F
AS SHOWN.
FLOOR JOIST. SEE PLANS FOR SIZES
BOX BEAM/RIM Copyright 20I7.STROMSKI architecture,p.c.All rights
JOIST reserved.The Architect reserves the right to reproduce this
TOP OF SUBFLOORS TOP OF SUB FLOOR design in its entirety or any portion thereof Unauthorized
STUD TO SILL CONNECTION STUD TO SILL CONNECTION alteration of these documents is a violation of the New York
State Education Law.These drawings and specifications are
an instrument of service and are the property of the Architect
These drawings and specifications are not to be used on any
HPAHD22 (4760 MODEL# HPAHD22 (4760 other project,except by written permission of the Architect
LBS UPLIFT) LBS UPLIFT) MAY ALSO BE
USED AS A CORNER HOLD PROJECT NO. I7-AR004
DOWN SEE FOUNDATION
FLOOR DIAPHRAGM BRACING WITHIN I --_— L--_—_—_ -------- -------------- --- — ------- �__ SCALE As Noted DATE 5/I7/20I7
PLAN FOR LOCATION --------_� ------- -- --� --- — -------_�
LAST TWO BAYS OF FRAMING AT 4'-0' GRADE
INTERVALS I
— i N�I! _ I I _ I I DRAWN BY WP CHECKED BY RS
r C"� L
d 'USP' STRUCTURAL STRAP
DOUBLE TREATED SILL PLATE OVER 5/8" ANCHOR BOLT WITH 3' SQUARE GRADE I MODEL# LSTAIS (870 LBS UPLIFT) INIMUM DOVER TITLE
TERMITE SHIELD AND SILL SEAL. SEE BEARING PLATE WASHERS EVERY 36' I FOR 8' TO 10' JOIST USE LSTA24 FOR REBAR
MATERIAL NOTES FOR SIZES 4 (980 LBS UPLIFT) FOR 12' JOIST.
a #4 CONTINUOUS REBAR SET (EACH STUD) (REFER TO TABLE
4' BELOW TOP OF WALL. #4 CONTINUOUS REBAR SET 3.313 ON SHEET W-1 FOR NAILING
POURED CONCRETE FOUNDATION OR 4 4' BELOW TOP OF WALL. I SCHEDULE) Detail Wall
MASONRY BLOCK FOUNDATION. SEE
FOUNDATION PLAN FOR SIZES. I ''U5P' STRUC URA
Section &
MP4F/REF# LTP4 (690 LBS
UPLIFT) EVERY 36' Elevation
d
5/8' ANCHOR BOLT WIT14 3'
SQUARE BEARING PLATE
4. WASHERS EVERY 36'
°
SHEET
a
S..
a,
- 1
TYPICAL WALL SECTION Scale: 3/4" = I'-0" 2 TYPICAL WALL ELEVATION Scale: 3/4" = I'-0"
FRAMING AND CONNECTOR DETAIL 7,7 FRAMING AND CONNECTOR DETAIL
Uj_
TABLE 3.4 TABLE 3.6 %
TABLE 8301.2. 1.2 � I w.�....;� .,._...
FASTEST MILE 700-YR. WIND SPEED
TABLE 3.1 NAILING SCHEDULE WOOD BORNE DEBRIS PROTECTION FASTENING UPLIFT STRAP CONNECTION wINDSPEED (130 MPH) RIDGE CONNECTION REQUIREMENTS 3-SECOND GUST (MPH) � ° , - ' '
A,B,C,D EXPOSURE EXPOsuRE FOR WIND (DL ASSUMPTIONS: 10 PSF mm" '
JOINT DESCRIPTION NUMBER OF NUMBER OF NAIL SPACING SCHEDULE FOR WOOD STRUCTURAL PANELS REQUIREMENTS "Br "C" � 130 architecture, .r• 1
COMMON NAILS BOX NAILS FASTNER SPACING NUMBER OF 81)COMMON
FRAMING SPACING (IN.) ROOF SPAN (FT.) NAILS IN EACH END OF ROOF PITCH ROOF SPAN (FT) REQUIRED CAPACITY
) of RIDGE
42m
V4°X 20 GAGE$TRAP'' ( P.O.BOX I254 JAMESPORT,NY 11947
ROOF FRAMING PANEL SPAN LESS THAN 4 FOOT LESS PANEL 6 FOOT LESS PANEL
PHONE(63I)779-2832 FAX(63I)779-2833
FASTENER TYPE SPAN LESS THAN OR SPAN LESS THAN OR 12 136
OR EQUAL TO 4 FOOT 12 1 2 16 182
RAFTER TO TOP PLATE (TOE NAILED)
SEE TABLE 3.4A SEE TABLE 3.4A PER RAFTER EQUAL TO 6 F00T EQUAL TO 8 FOOT 16 I 2 3.12 20 227
CEILING JOIST TO TOP PLATE (TOE-NAILED) SEE TABLE 3.4A SEE TABLE 3.4A PER JOIST 20 2 2 24 272
CEILING JOIST TO PARALLEL RAFTER (FACE-NAILED) SEE TABLE 3.9A SEE TABLE 3.qA EACH LAP #8 WOOD BREWS " r " 12 24 2 3 28 318
I6
CEILING JOIST LAPS OVER PARTITIONS (FACE-NAILED) SEE TABLE 3.9A SEE TABLE 3.qA EACH LAP W/ 2" EMBEDMENT 10 8 28 2 3 32 363
COLLAR TIE TO RAFTER (FACE-NAILED) 32 2 3 36 409
SEE TABLE 3.6 SEE TABLE 3.6 PER TIE #10 WOOD SCREWS r " r
W/ 2' EMBEDMENT 16 12 q 36 2 3 12 113
BLOCKING TO RAFTER (TOE-NAILED) 2-81) 2-101) EACH END
4:12
16 150
RIM BOARD TO RAFTER (END-NAILED) 2-16D 3-16D EACH END Y' LAG SCREW ANCHOR 16' 16' 16, 20 IBB
W/ 2 EMBEDMENT 24 226
28
WALL FRAMING 3263
01
FOR SI: i inch= 25.4mm, I foot=304.Smm, 1 paid=4.448 N 12 2 2
I mile per ham=0.447 m/s I6 2 3 32 301
TOP PLATE TO TOP PLATE (FACE NAILED) 2-I6D 2-I6D PER FOOT A. THE TABLE IS BASED ON 180 mph ULTIMATE WIND SPEEDS, 140 mph, AND A 33 foot. MEAN ROOF 20 2 3 36 338
TOP PLATE AT INTERSECTIONS (FACE NAILED) 4-I6D 5-16D JOINTS-EACH SIDE HEIGHT 16 24 2 3 12 8B
STUD TO STUD (FACE NAILED) 2-I6D 2-I6D 24' O.C. 2B 2 4 5:12 16 118
FACE NAILED B. FASTNERS SHALL BE INSTALLED AT OPPOSING ENDS OF THE WOOD STRUCTURAL PANEL. 32 2 4 20 147
HEADER TO HEADER
( ) I6D I6D 16' O.C. ALONG EDGES FASTNERS SHALL BE LOCATED NOT LESS THEN I' FROM EDGE OF THE PANEL. 36 3 4 24 177
TOP OR BOTTOM PLATE TO STUD (END-NAILED) (SEE TABLE 3.5A) (SEE TABLE 3.5A) PER STUD 28 206
BOTTOM PLATE TO FLOOR JOIST,BANDJOIST,ENDJOIST OR BLOCKING (FACE-NAILED) 2-I6D' 2-16D'' PER FOOT C. ANCHORS SHALL PENETRATE THROUGH THE EXTERIOR WALL COVERING WITH AN EMBEDMENT LENGTH 32 236
OF NOT LESS THAN 2' INTO THE BUILDING FRAME. FASTNERS SHALL BE LOCATED NOT LESS THAN 2.5' 36 265
FLOOR FRAMING FROM THE EDGE of CONCRETE BLOCK OR CONCRETE. 16 I6 018 P
2 2 3 Proposed Addition/Alteration
D. PANELS ATTACHED TO MASONRY OR MASONRY/STUCCO SHALL BE ATTACHED USING 20 3 4 6`12 20 135 ;� For:
VIBRATION-RESISTANT ANCHORS HAVING AN ULTIMATE WITHDRAWAL CAPACITY OF NOT LESS THAN 24 24 3 5 24 162
JOIST TO SILL, TOP PLATE OR GIRDER (TOE-NAILED) 4-8D 4-101) PER JOIST 1,500 LBS. 28 3 5 28 188 u
BRIDGING TO JOIST (TOE-NAILED) 2-8D 2-101) EACH END 32 3 6 32 215 1 1�'l�ner
BLOCKING TO JOIST (TOE-NAILED) 2-81) 2-101) EACH END 36 4 6 36 242
BLOCKING TO SILL OR TOP PLATE (TOE-NAILED) 3-I6D 4-16D EACH BLOCK 12 76 Screened -in-
LEDGER 4-IbD EACH JOIST � 7,12_12:12 I6 102
LEDGER STRIP TO BEAM (FACE-NAILED) PRESCRIPTIVE LIMITS ARE BASED ON ASSUMPTIONS IN TABLE 3.4. 20 127
JOIST ON LEDGER TO BEAM (TOE-NAILED) 3-BD 3-I01) PER JOIST 2 24 153 porch
BAND JOIST TO JOIST (END-NAILED) TABLE 3.qA TABULATED UPLIFT REQUIREMENTS ASSUME A ROOF/CEILING DEAD LOAD OF 28 178
3-I6D 4-I6D PER JOIST gpsf (0.60x15 psf=q psf)). IF A CEILING ASSEMBLY IS NOT PRESENT OR IF THE 32 204 '
j
BAND JOIST TO SILL OR TOP PLATE (TOE-NAILED) 2-I6D' 3-I6D' PER FOOT RAFTER/CEILING JOIST HEEL JOINT CEILING ASSEMBLY IS NOT CONNECTED TO THE ROOF ASSEMBLY, THE 36 22q
ROOF LIVE LOAD GROUND show LOAD TABULATED NUMBER OF NAILS SHALL BE INCREASED BY I NAIL AT EACH END 'TABULATED CONNECTION REQUIREMENTS SHALL BE PERMITTED TO BE MULTIPLIED BY 0.70 FOR
ROOF SHEATHING CONNECTION REQUIREMENTS 20 PSF 30 PSF OF THE STRAP.
RD ( FRAMING NOT LOCATED WITHIN 8 FEET OF BUILDING CORNERS.
WOOD STRUCTURAL PANELS 8D IOD (SEE TABLE 3.10 Ip 24 3 � �12 24 36 4MINIMUM ASTM A653 GRADE 33 STEEL STRAP.
FOR JACK RAFTER UPLIFT CONNECTIONS, USE A ROOF SPAN EQUAL TO 'TABULATED CONNECTION REQUIREMNTS ARE BASED ON TOTAL UPLIFT MINUS THE ROOF
DIAGONAL BOARD SHEATHING RAFTER SLOPE RAFTER SPACING (IN.) RMPM 14"M OF Ko CaTM OR 40D Bac NAILS PER Nei TWICE THE JACK RAFTER LENGTH. THE JACK RAFTER LENGTH INCLUDES THE ASSEMBLY DEAD LOAD OF 6 PSF (0.6 x 10 PSF = 6P5F)
1'xb' OR I'XB' 2-8D 2-101) PER SUPPORT •OT ''a''µ6 OVERHANG LENGTH AND THE JACK SPAN. ,
� � 3-8D 3-IOD PER SUPPORT ' TABULATED CONNECTION REQUIREMENTS ARE BASED ON A 12 INCH RIDGE CONNECTION
I x10 OR WIDER 12 3 5 8 .3 6 q EXPOSURE 'B' - STANDARD RURAL AND SUBURBAN LOCATIONS SPACING, FOR DIFFERENT RIDGE CONNECTION SPACING, MULTIPLY THE TABULATED VALUES BY
3;12 I6 4 7 10 .4 8 12 T
EXPOSURE 'C' - ANY LOCATION WITHIN I MILE OF COAST LINE HE APPROPRIATE MULTIPLIER BELOW:
CEILING SHEATHING 1P4I0 Bunn Lane
9.2 4 8 12 5 10 14 RIDGE CONNECTION SPACING IN. 12 I6 Iq.2 24 4a Y
24 5 10 15 6 12 18 New Suffolk, NY I I956
GYPSUM WALLBOARD 5D COOLERS 5D COOLERS 7' EDGE/ 10" FIELD 12 3 4 6 ,3 5 7 4 MULTIPLIER 1.00 1.33 1.60 2.00 4.00
4.12 FOR JACK RAFTER UPLIFT CONNECTIONS, USE A ROOF SPAN EQUAL TO TWICE THE JACK RAFTER S.C.T.M.#1000-I17-6-28.I
WALL SHEATHING 19.2 3 6 a .4 7 11 LENGTH. THE JACK RAFTER LENGTH INCLUDES THE OVERHANG LENGTH AND THE JACK SPAN.
24 4 8 0 15 q a REVISIONS
STRUCTURAL PANELS 8D IOD (SEE TABLE 3.11) 12 3 3 5 3 4 6
FIBERBOARD PANELS 5:12 16 3 4 6 3 5 7
I/2' 11 GA. GAL. ROOFING NAIL _ 3" EDGE/ 6" FIELD 19.2 3 5 7 3 6 q
(0.120 xl-1/2 LONGx7/I6 HEAD) 24 3 6 1 9 4 7 II
11 GA. GAL. ROOFING NAIL 12 3 3 4 3 3 4 TABLE 3.4A
2'/32r (0.120"x1-3/4'LONG0/81HEAD) - 3' EDGE/ 6' FIELD 7:12 16 3 3 5 3 4 5Iq. ' O
GYPSUM WALLBOARD 5D COOLERS 5D COOLERS 7' EDGE/ 10' FIELD 24 3 4 5 3 4 6
3 5 7 3 5 8 RAFTER/CEILING JOIST TO TOP PLATE
HARDBOARD SD 8D 24 FASTEST MILE WIND
(SEE TABLE 3.11) SPEED (MPH) O
PARTICLEBOARD PANELS 8D 8D (SEE MANUFACTURER) I6 3 3 4 3 3 4 LATERAL AND SHEAR CONNECTION
DIAGONAL BOARD SHEATHING 9.12 24 3 4 5 '3 4 6
1'x6' OR I'x8' 2-81) 2-8D PER SUPPORT REQUIREMENTS 1207 130 140 O
I1xl0' OR WIDER 3-8D 3-81) PER SUPPORT 12 3 3 3 3 3 3
0
12,12 I6 3 3 3 3 3 3
FLOOR SHEATHING 19.2 3 3 3 3 3 4 RAFTER/CEILING JOIST WALL HEIGHT FT. NUMBER of BD COMMON NAILS OR IOD CBOXEILING
NAILS(TOE-NAILED)
24 3 3 4 '3 3 5 SPACING (IN.) ( ) REQUIRED E !"��RAFTER AND/OR 1A3,4 CEILING JOIST TO TOP O
STRUCTURAL PANELS 'HEELL JOIST CONNECTIONS ARE NOT REQUIRED WHEN THE RIDGE IS SUPPORTED BY A LOAD BEARING WALL,
" SD IOD 6' EDGE/ 12' FIELD HEADER OR RIDGE BEAM DESIGNED TO RE515T THE APPLIED (AADS. 12 8 2 2 3 O
I OR LESS IOD I6D WHEN INTERMEDIATE SUPPORT OF THE RAFTER IS PROVIDED BY VERTICAL STRUTS OR PURLINS TO A MD j O
GREATER THAN I" 6' EDGE/ 12' FIELD BEARING WALL, THE TABULATED HEEL JOINT CONNECTION RwuIREMENTS SHALL BE PERMITTED To BE REDUCED
DIAGONAL BOARD SHEATHING PROPORTIONALLY TO REDUCE IN SPAN. 16 8 2 3 3 O
° EQUIVALENT CONNECTIONS ARE REQUIRED FOR CEILING JOIST TO CEILING JOIST LAP SPLICES IO 2 3 3 O
1'x6' OR 1'xB' 2-BD 2-101) PER SUPPORT ' TABULATED HEEL JOINT CONNECTION REQUIREMENTS DO NOT INCLUDE THE ADDITIONAL WEIGHT OF CEILING
I"x10' OR WIDER 3-SD 3-10D PER SUPPORT ASSEMBLY 24 8 3 4 5
' TABULATED HEEL JOINT CONNECTION REQUIREMENTS ASSUME CEILING JOISTS OR RAFTER TIES ARE O
' NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED 6' ON-CENTER AT THE PANEL EDGE. ALTERNATIVE NAILING SCHEDULES SHALL BE USED WHERE WALL SHEATHING IS LOCATED AT THE BOTTOM OF THE ATTIC SPACE. WHEN CEILING JOISTS OR RAFTER TIES ARE LOCATED NIGNER 1 10 3 4 5
IN
REDUCED. FOR EXAMPLE, IF WALL SHEATHING IS NAILED 3 INCHES ON CENTER AT THE PANEL EDGE TO OBTAIN HIGHER SHEAR CAPACITIES NAILING REQUIREMENT FOR STRUCTURAL R THE ATTIC SPACE, NO ATTIC STORAGE IS ASSUMED, AND THE TABULATED HEEL JOINT CONNECTION ,
MEMBERS SHALL BE DOUBLED, OR ALTERNATIVE CONNECTORS SHALL BE USED TO MAINTAIN THE LOAD PATH. � REQUIREMENTS SHAD.BE INCREASED BY THE FOLLOWING FACTORS: PRESCRIPTIVE LIMITS ARE BASED ON ASSUMPTIONS IN TABLE 3.4. O
CEILING HEIGHT /TOP PLATE TO RIDGE HEIGHT ADJUSTME14T FACTOR s
' WHEN WALL SHEATHING IS CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER OF NAILS SHALL BE PERMITTED TO BE REDUCED TO 1-16D NAIL PER FOOT. Irl 2.00 WHEN CEILING JOISTS ARE INSTALLED PARALLEL TO RAFTERS, THE SUM OF THE TOENAILS IN THE RAFTER O
1/3 1.50 AND CEILING JOIST SHALL EQUAL OR EXCEED THE TABULATED NUMBER OF NAILS REQUIRED O
1/4 1.33
1/5 1.25
1/6 120 TO AVOID SPLITTING, NO MORE THAN 2 TOENAILS SHALL BE INSTALLED IN EACH SIDE OF RAFTER OR O
1/10 1.11 CEILING JOIST WHEN FASTENED TO A 2x4 TOP PLATE OR 3 TOENAILS IN EACH SIDE WHEN FASTENED TO A 2x6
TOP PLATE O
'WHERE TOP PLATE-TO-RIDGE HEIGHTS EXCEED 10', THEY SHALL BE ADJUSTED AS FOLLOWS:
WALL HEIGHT 8' 10' i
TOP PLATE TO ADJUSTMENT FACTOR SEAL
RIDGE HEIGHT (FT)
10' 1.00 1.00
D
15' 1.15 1.25 ��tEC,yi
GIRDER SEE PLANS FOR TM 20' 1.40 1.50 ST s ��
SIZES t TYPE �"�
MODEL# PBS44 (REF# AC4)
(UPLIFT 1815 LBS), MODEL#
PB566 (REF# AC6) (UPLIFT 1615 NG��
LBS) SEE PLAN FOR SIZES.
4X4 ACQ POST, 6X6 ACQ Copyright 2017.STROMSKI architecture,p.c.All rights
POST. SEE PLAN FOR 1 1/2' SPACING A A reserved.The Architect reserves the right to reproduce this
ALLOWS HOL.DDOWN design in its entirety or any portion thereof.Unauthorized
SIZES TYPE. alteration of these documents is a violation of the New York
INSTALLATION ENDWALL
�W� State Education Law."These drawings and specifications are
MODEL# PA44 (REF# These drawings and specifications are not to be used on any
other
project,except b written
AB44), MODEL# PA6bE an instmmt o i and arethepermission of the Architect.
(REF# A66E) SEE PLAN CORNER STUD CONNECTED
FOR SIZES. TO TRANSFER SHEAR PROJECT NO. I7
7
'AD55' USP CONNECTOR WITH
d I I 5/8' DIAMETER ANCHOR BOLT SCALE As Noted DATE 5/I7/20I7
I _ GRADE AND (2) 3/4' CARRIDGE IAST Two
o I BOLTS. SEE FOUNDATION m BAYS OF DRAWN BY WP CHECKED BY RS
L�J PLAN FOR LOCATIONS 2-I6D COMMON NAILS AT FRAMM
60 O.C. TITLE
a 5/8" DIA. ANCHOR BOLT
WITH 10' MINIMUM
EMBEDDED LENGTH INTO
4. CONCRETE
Tables,
a
Schedules and
d
Diagrams
BLOCKING
INTERVALS
n
SECTION A-A
a . SHEET
_
� TYPICAL POST SECTION Scale: 3/4" = I'-0' 2 CORNER HOLD-DOWN Scale: 3/4' = 1'
-On 3 TYPICAL FLOOR AND ROOF BRACING Scale: I/2" 1'-0" W - 2
FRAMING AND CONNECTOR DETAIL SEE FOUNDATION PLAN FOR LOCATION AT END WALLS
z k- O
�.
EID
Rh-
S
j
D � •, .� �� ,� � z � Mil �.'� a,
I RO _
ST-
architecture,
„ ,,,m �O.Y``4..� ...SNI L_a�� N�....,.&_
” d rchit cture, p.c.
y � i
P.O.BOX 1254 JAMESPORT,NY 11947
PHONE(63I)779-2832 FAX(63I)779-2833
-T T E"W S U1 P U L 10<S�_
410 BUNNY LANyr, N NEW Y ORK
a
Oft ORD Arlo
d
y
b
YPSol%,
a
; ,:i :,;: i 11QCQzrso
Ron p[ , . s
t ,� w. a Proposed Addition/Alteration
'. . I For:
I . M RDGE
_ :mer
I I i r w II He
mer
Screened -`ln.-
- -
Por
-----.....- ---- ___ T N �..-..
C11
w • • '� amu" �~ � i — gg
� lL I� • � e * r •• • . � I 9
3'-2 1/2' V.LF. '( s .'• ,t
« I
' • � { t � _ I � PROPOSED 300 S.F.
q .. ` __
__ i . • - __ - - -- SCREENED PORCH
4
I9If 'k
I
[
- w _ Bunny L
�I Q I3un ane
• ' """ R. LO � New Suffolk, N
Y 11956
T GA CE (�' . . Q .-- -- -.-
-4' `l ' -- � -- -------
01 - -ONM
TOP Of SLeO_ - - l S.C.T.M.#IQQO-I I7-6-28.I
0' -O' r - ' REVISIONS
I t
�� I
l t
I -
t
• • i client
"C1 7,0& -
V
•-,.
10
,,� ' '
O
SCHEDULE OF ABBREVIATIONS '�' ` 10
A.D. ASN DROP O
AT.F. ABOVE FINISH FLOOR 0--____
BM. BEAM «,
BRG. CEILING
EILI G JOIST � { O
CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA C.F.M. CUBIC FEET PER MINUTE
CLOS CLOSET o SURVEY INFORMATION TAKEN FROM SURVEY DONE EY:
I C.O. CLEAN OUT : ` ` NATHAN TAFT CORWIN III LAND SURVEYOR O
GROUND WIND SPEED TOPOGRAPHIC SEISMIC SUBJECT TO DAMAGE FROM ICE SHIELD
SPECIAL WIND WIND-BORNE WINTER DESIGN FLOOD CON, CONCRETE ";' "' �` DATED: 7/17/2017
SNOW LOAD MPH EFFECTS REGION DEBRIS ZONE DESIGN TEMPERATURE UNBERLAYMENT HAZARDS C.M. CARBON MONOXIDE DETECTOR + O
(MPH) GATE Y WEATHER€NG FROST LINE DEPTH TERMITE DECAY REQUIRED CSMT. CASEMENT b
GOR � ;,O
MODERATE SLIGHT TO C.T. CERAMIC TILE
25 130 YES YES i B SEVERE 36' 15 YES N/A D. DRYER
TO HEAVY MODERATE D.H. DOUBLE HUNG Neal
DIA. DIAMETERR.J. DECK JOIST *TAB E OF CONTENTS BN. IIOWN � I
L DW. DISHWASHER 11 O
FLOOR AREAS EXISTih., PROPOSo-D A,QDITION �A_J,.• F.A.I. FRESH AIR INTAKE
F.D. FLOOR DRAIN +�„ In
A-1 - PROJECT INFORMATION,DEMO # FOUNDATION PLAN FIRST FLOOR SQUARE FOOTAGE - 1,211 SQFT. 49 SOFT. 1,260 SOFT. FDN• FOUNDATION0
A-2 - FLOOR PLAN # ROOF PLAN EXST. GARAGE SQUARE FOOTAGE - 329 SOFT. -49 SOFT. 280 SQFT. F.J. FLOOR JOIST �'" O
A-3 - SECTIONS DECK SQUARE FOOTAGE - 566 SOFT. 66 SQFT. 632 SOFT.
FP.S.C. FIREPROOF, SELF-CLOSING w., MET& �
9
A-4 - ELEVATIONS COVERED PATIO SQUARE FOOTAGE - N/A SOFT. 368 SOFT. 3615 SOFT. FXD. FIXED
OOTING .grt "'r+�,_
W-1 - DETAIL WALL SECTION AND ELEVATION r► '""a
W-2 - TABLES SCHEDULES AND DIAGRAMS GALV. GALVANIZED """'"*` •+...,,,, w ��
TABLES, GL. GLASS ^"**�•,.
PRESCRIPTIVE DESIGN M NODS H.B. HOSE Blas •
� SEAL
H.C. HANDICAPPED
130 NP14 WIND ZONES HDR. HEADER _--- ,
H.M. HOLLOW METAL
INFORMATION TAKEN FROM WOOD FRAME CONSTRUCTION MANUAL FOR ONE AND TWO - K.S. KITCHEN SINK ' �p ARCS
SH
FAMILY DWELLINGS (2015 EDITION) LAV. LAVATORY `_ �r� STI�O�s
L.G. LINEN CLOSET l
ALL TABLES, FIGURES, AND SECTIONS REFERRED TO BELOW CAN BE FOND ON SHEETS MECH. MECHANICALLAI
` a
W-1 AND W-2. MIN. MINIMUM • I4.t►
MAX. MAXIMUM �k
iff
DESIGN LOADS 1. FLOOR AND ROOF DIAPHRAGM BRACING REQUIRED. PERPENDICULAR BLOCKING AT 4'-0' MLDG. MOULDING
INTERVALS (MATCHED WITH 5UBFLOOR EDGES) MUST BE PROVIDED WITHIN THE LAST TWO M.O. MASONRY OPENING l
/ ) DEAD LOAD [LB/SQF7.J BAYS OF FLOOR AND ROOF DECK SHEET W-1 DRAWING 3. N.I.C. NOT IN CONTACT
USE LIVE LOAD [LB SQFT. rRRtR RI«rw w+wi.• �� ' 1�g ��
R.rar►iwr♦,.w«rwrrr w.w►r.»».»r 7
O.C. ON CENTER .•r......... .........•....,..........,.. � � >• y ;
wr w.rr..w. rw•«•w+••. ca
F ... .. .4.#
'" •«r wr•r••r it•rf ♦iw r».r,Yt"
EXTERIOR BALCONIES 60 10 2. UPLIFT CONNECTIONS REQUIRED AT EACH RAFTER, JOIST, AND STUD CONNECTIONS. O.H. OVERHEAD ................................ N+ F
P.C. POURED CONCRETE •......,.,.•.. ............r....R.r...w...►..,w. 7
PROVIDE 1-1/4 X 20 GAUGE METAL STRAP FASTENED AS PER SHEET W-1 TABLE 3.4 AND •••••+•«••••'•,••»•' •"•••.""••"•"•'•••••••••••••••
DECKS .s,.r....R.•. .........•.........•..................
`T° 1° DRAWINGS ON SHEET W-2. R. RISER ..............r.....wr.r.......rwr.+........ EVERG ' .wuwm i
RAD. RADIUS ......• ...,....::.........•.•.........«..., •� It
r�� cTj �C nA � 10 »••r«♦•.wrY«i w,•« f.rr•Y.•..r•r.«r.«r P
PASSENGER V�I�.!-L GARAGES e.,•a.r.r..f»f.w.e.. "�" Y-r .•r•.w...+.tr r, M � ;;�
w««.•ass•
3. LATERAL AND SHEAR FRAMING CONNECTIONS MUST BE IN ACCORDANCE WITH THE REF. REFRIGERATOR ,••�•,•••••^.•"• ••••••••••
REINF. REINFORCED i1•••• �•'"� •'•"'�� ` Copyright 2017.STROMSKlarchitecture,p.c.All rights
ATTICS WITHOUT STORAGE IO 10 NAILING SCHEDULES OF 5I,EET W-1 •TABLE 3.4A, 3.9A• :J reserved.The Architect reserves the right to reproduce this
R.F. RESILIENT FLOORING design in its entirety or any potvon thereof.Unauthorized T
ATTICS WITH STORAGE 20 14 4. HOLDDOWN ANCHORS TO BE PROVIDED AT THE CORNERS AS PER FOUNDATION PLAN R.R. ROOF RAFTER /� alteration of these documents is a violation of the New York �
S.D. SMOKE DETECTOR w State Education Law'."These dra.vings and specifications are 1
ROOMS OTHER THAN SLEEPING ROOMS 40 10 SHEET A-2 AND SHEET W-I DRAWING 2. A BOLTS ARE EMBEDDED IN THE SH. # PL. SHELF # POLE
FOUNDATION AND BROUGHT UP THROUGH THE SILL PLATE. T msedrawin.of nd spe and are the e property e the Architect.
�jWR• � U ,� These drawings and specifications arc not to be used on am
SLEEPING ROOMS i® SOFT. SQUARE FEET W . other project,except by written permission of the Architect.
� 10 5. ROOF, WALL AND FLOOR SI-IEATHING FASTENING SCHEDULES ARE PROVIDED ON SI�£ET �:° - m
STAIRS W-1 TABLE 3.1. T#G TONGUE # GROVE
GUARDRAILS AND HANDRAILS T.C. TERRA COTA e = n
2Q° i® TEMP. TEMPERED GLASS T ��T� ��°� Scale,': !/8 1-0 "` �=.�.��",„;...._., � � PROJECT NO. 17-nR004
50 00 6. ROOF CLADDING AND WALL CLADDING TO BE FASTENED AS PER MANUFACTURER'S ` {
GUARDRAILS IN-FILL COMPONENTS SPEC,FICATIaAS. T.O. TRIM OPENING PROPOSEiD
SCALE 174"=1'-0" DA'Z'E 5/I7/20I7 t"
TYP. TYPICAL
FIRE ESCAPES 40 10 7. RIDE STRAPS ARE TO BE PROVIDED WHEN COLLAR TIES ARE NOT PLACED WITHIN THE V.I.F. VERIFY IN FIELD
UPPER 1/3 OF THE ROOF FRAMING. STRAPS TO BE FASTENED AS PER TABLE 3.6 ON SHEET W. WASHER DRAWN BY I'LL) CHECKED BY RS
W_2 W.C.DWTD CLOSET TITLE
B. ALL STRAPPING CAN BE INSTALLED OVER SNEATING 014LY IF THE FASTENERS IDENTIFIED W.F. WATER FOUNTAIN
IN THE NAILING SCHEDULES ON SHEET' W-2 ARE INCREASED IN SIZE AND LENGTH BY THE W.H. WATER HEATER
WIDTH OF THE SHEATING SUBSTRATE BEING USED. W.I. WALK-IN
W.W.F. WELDED WIRE FABRIC I
Project
Information
.a
��D
,g
D ,^'� (� sI-IFFY
N"
11
MAY 2 3 2018
fV el
,
TOWN OF SOUTTHOLD
A
architecture, p.c.
P.O.SOX I254 JAMESPORT,NY 11947
PHONE(63I)779-2832 FAX(63 1),779-2833
a
4
4
1
s
s
s
Proposed Addition/Alteration
-; For.:
� A-3
Hemer
1
Screened. -in-
EXISTING CONCRETE Porch
GARAGE SLAB��
a
S
FILL IN VOID OF FOUNDATION
EXIST I1G FOUNDATION WALL— PORTION WITH 8' CONCRETE
BLOCK FILLED SOLID WITH
GROUT. PROVIDE #5 REBAR
INTO EXISTING FOUNDATION
EVERY 32" MIN. 410 Bunny Lane
New Suffolk,olk, NY I19S6
------- - a S.C.T.M.#1000-117-6-28.I
i
REVISIONS
DRILL t GROUT #5 REBAR @ DRILL t GROUT #5 REBAR @
12' VERTICALLY ON CENTER 12' VERTICALLY ON CENTER �/;
' I LU
i
i O
clien+
10
3 O
f O
LINE OF EXISTING PROPOSED POURED
------ O q
HECK ABOVE - 4' SLAB 7 O
------------- ------------------a 2
------------------------------
40
A-3 O
77.
3 �0
O
i O 3
i
I O
I
— a0
I I _
6,_IOA 16'4 I'-O't k.: SEAL
3 t
f,'a, ARC
Ar VA-
PIER SCHEDULE
SYMBOL SIZE
P-1 24' DIA. POURED CONCRETE FOOTING S16 .s;0
P-2 15' DIA. POURED CONCRETE FOOTING N�
2 FOUNDATION PLAN Sidle: 1/4" 1'-0" P-3 18'x24'x36' DEEP POURED CONCRETE FOOTING e i
1
A-I PROP05ED BOTTOM OF ALL PIERS TO BE 36' BELOW GRADE
+ Copyright 2017.STROMSKI arehitecmre,p.c.All rights
reserved.The Architect reserves the right to reproduce this
design in its entirety or any potion thereof.Unauthorized
alteration of these documents is a violation of the New York
State F,ducation Law.These drawings and specifications are
an instrument of service and are the property of the Architect.
These drawings and specifications are not to be used on any
a other project,except by written permission of the Architect.
PROJECT NO. I7-AR004
SCALE 1/4"=1'-0" DATE 5/I7/20I7 i
1
DRAWN BY TLD CHECKED BY RS i
a
TITLE
1:
i
1
Foundation Plan
t
SHEET
t
C,
%/% v' ¢
I I
I '
I I '
� 11
I
architecture, p.c. "
I
I
I
j P.O.BOX I254 JAM1✓SPORT,NY 11947 ,
I PHONE(631)779-2832 FAX(63I)779-2833
.............— ----.
I I II
I � I
RELOCATE STEPS TO GARAGE OR
A-3
PROVIDE NEW70
; I
I
I i - RELOCATE EXISTING DOOR VERIFY
IT 15 FIRE-RATED FOR 45 MINUTE i
�\ I q
I , MIN. AND HAS SELF CLOSING I ( ,_ _ — — — — , I � •.
HINGES. IF NOT REPLACE W/ NEW
i
NEW FLOOR FRAMING RATED DOOR TO MATCH IN STYLE.
- I TO BE FLUSH WITH EXISTING FLOOR I PROVIDE W 'TYPE X' GYPSUM
BOARD ON GARAGE 51DE — — -- -- — —'
V.I.F. 4"I _ 12'-II' V.I.F. ---—--- ---
,i LINE OF ROOF ABOVE EXISTING RIDGE I Proposed Addition/Alteration
For:
I I
I � ! ! II I '
m NEW GABLE R TO BE j I ; REMOVE AND REPLACE en�-er
FRAMED ON TOP OF EXISTING cn IX15TING ROOFING A5
GARAGE ROOF ! i REQUIRED .
screened -in-
NEW 2'X4' 'WOOD \\\`� ! ( I BJP .o ! I Porch.
FRAMED WALL
w._;__._ ._...
_.
DECK 14EIWT NOTE: I j I
LINE OF ROOF ABOVE ! KEW FRAMED
i;, 4 CK TO BE iWl EXISTING DECK,
C ,
GRADE 0' GABLE WALL !
IIS VERIFY SILL HEIGHT OF NEWEXTERIOR !
_...._......_..__....._....... .__._ .............._.... -._..... ..._.-...__..__. ..................._..._................ ........._............_ , { ._ wf
.................................._................_ --_---�-_._ I
---...._._.,...__._ - ----__-- DOOR WILL WORK A DINGLY.
. ....._ _........ ._._.... ......... _.__. _._.... ._._..- - -- --. _._..... ......_. _....... ._.._.. ......... ......... ......_ ... .. _.__ ....... .....:... ....._. ......._-..._.. .......... . ....._._ ......... ....._.. ......_. ......... ......... ..... .-- .._j
7-4
`" ' i I `{' I `LU I ! - 410 Bunny Lane
I I I I N
VAu !TED ! New Suffolk, NY 11956
r, t .............._..................._......_...-----................_............._.
r S.C.T.M.#1000-117-6-28.I
2LXY R-TtE5--- --
EXISTING
! ! REVISIONS
' N
m j
15'r'4' �.I 6" i HT1 �� ��,115 DUY Er
I I �
I
"' 2'X8' CO R TI£5
w
t
O
I 2 2° X B" ROOF RAFTER
- ! ON CENTER I O
SCREENED IN PORCH I
@ Ib
1 _
5/4x6'! DECKING _
" I: I O
1 — 2'XB" R TIES
OUTLINE UNE OF—/ i t i I 2 —i 2
EXISTING DECK = I IN
A-3 3 O
in
GRADE—` ti
I I M
�. m i I ! I I ! •O
I ;
i
— I! ---+--------`—
' 2"X8" R TIES74
!
: ; r
a -- I n, -- -- -- -- -- --
Zv t = - (3) 2'X12' CONTINUOUS H DER II I iv 2' X 8" ROOF RAFTER .,`O
@ 16' ON CENTER I ai
— ._._..... I ....._.....
_..---- ...----- --
�
I O
L- ------t----------�---- ---- --------- ----
- - I !
L
! 2'X8" R TIES ( i'-0
'0 I L 1 ._.... ...... ... ...... ........... ..... __.. _....
0I
6'x6" ACQ POST TRIMMED \ i
IN PVC. (TYPICAL) 1._LINE OF ROOF ABOVE
2'-2 3/4' V-Ii 1/2' V-11 112' V-II 1/2' 12'-2 3/4'
�6'-10' � � I04 p
a
E COLLAR TIE NOTE:
a A-3 2'X.8' COLLAR TIE LOCATED AT EACH VERTICAL POST, SIT ON TOP !0 i
OF HEADER E SANDWICH ROOF RAFTER. THROUGH BOLTED A-3 ��
(5"x V DIA.) 2"XB'X2' BLOCK IN CENTER TO BE THROUGH BOLTED A5 i 3
WELL. SEE SHEET FOR DETAIL. SEAL 1
2 F PLAN Scale: 114" = 1'-0' 1
( FL PLA Scare: 1/4' = 1'-0' A_2 PROPOSED
A-2 PROPOSED ��� ���� g R
i
k R
i�
i
MATERIAL NOTES
A
lj Copyright 2017.STROMSKI architecture,p.c.A11 rights I
,t reserved.The Architect reserves the right to reproduce this °3
design in its entirety or any portion thereof.Unauthorized
RAF CONSTRUCTION SYMBOL LEGEND: alteration ofthese documents is a violation of the New
t^ C C ,7 ,or,-
State Education Law.These drawings and specifications rc
30 YR. ARCHITECTURAL GRADE ASF1IALT SHINGLE SINGLE AND MULTI-STATION SMOKE ALARM TO BE an in trument of service and are the property of the Architect.
30 LB. FELT PAPER These drawings ands specifications are not to be used on any.
Cp �y
5!8" EXTERIOR GRADE PLYWOOD SHEATHING S.D. INTERCONNECTED ED AND 14ARDWIRED other project,except by written permission of the Architect.
(2)2' X 12" RIDGE BEAM
2' X 8" ROOF RAFTERS @ Ib" ON CENTER
2' X B' COLLAR TIES AT POST CENTER
ION PLACED TOP OF HEADER CARBON MONOXIDE DETECTORS SHALL BE INSTALLED � PROJECT NO. 17-ARoo4
RIDGE STRAPS REQUIRED CM AS PER MANUFACTURER'S SPECIFICATIONS AND HARD scnL> 1/4' t-oi' DATE s/n/2o17 tj
PROVIDE ALUMINUM FLASHING AS REQUIRED WIRED i
ICE/WATER BARRIER IN ALL VALLEYS AND ROOF EDGES 2"x8" ROOF RAFTER DRAL\t V BY T'I.,I) CI IFC I ED 13Y 1tti 1
RAFTER TO PLATE CONNECTORS USE 'USP' MODEL NUMBERS R77 OR RTIO "
5'x1/2' DIA. THOUGH BOLT
Q WINDOW DESIGNATION (SEE WINDOW SCHEDULE) - - _......_.._......_........_.....---..._........................._.............. ........_.........._TOP._AND._BOTTOM............... —_—— TITLE
WALL CONSTRUCTION i I \\`•
SIDING TO BE PVC TRIM AND VERTICAL TSG BEADBOARD �? DOOR DESIGNATION (SEE DOOR SCHEDULE) -- -- - — —
SIDING TO OR EQUAL AIR INFILTRATION BARRIER — i
112" EXTERIOR GRADE PLYWOOD SHEATHING 2'x8"x24' BLOCK SANDWICHED 5'x112" DIA. THOUGH BOLT QQ__
' " IG' ON CENTER WITH 2' X 4' 51�E , SECTION MARK (DWG•,#/SHEET) BETWEEN COLLAR TIE TOP AND BOTTOM FIOOY' P�c�I1 CX
2 X 4 WOOD STUD KNEE WALLS @ T
AND DOUBLE 2' X 4' TOP PLATE DETAIL SECTION MARK DWG#/SHEET) HEADER AS
I/2' GYPSUM WALL BOARD ALL WALLS AND CEILINGS (Mo15TURE A� ( (3) 2"x12" HEADER PACK OUT ' Roof Plc�.i1
RESISTANT WALL BOARD AT BATHROOMS)
5/8' TYPE 'X' GYPSUM BOARD AT GAPAGE WALLS AND CEILING DETAIL DRAWING MARK (DWG#/SHEET) REQUIRED
x�
to
PROVIDE WALL TO ROOF, WALL TO WALL, AND WALL TO FOUNDATION
CONNECTORS AS PER SHEET W-2.
3 COLLAR TIE DETAIL sale. 114' 1,-0' COLLAR TIE DETAIL Scale: 1/4' P-0'
FLOOR CONSTRUCTION A-2 PROPOSED A-2 PROPOSED
SHEET
H,
"x6' DECKING TO MATCH EXISTING
2' X 8' ACQ DECK JOISTS AT 12' C-1 CENTER
�s _
o
r1 C1
MATERIAL NOTES architecture, p.c.
ROOF CONSTRUCTION
30 YR. ARCHITECTURAL GRADE ASPHALT SHINGLE P.O.BOX 1254 JAMESPORT,NY 11947
30 LB. FELT PAPER PHONE(63I)779-2832 FAX(631)779-2833
5/(3" EXTERIOR GRADE PLYWOOD SHEATHING
(2)20 X 12" RIDGE BEAM
2' X 8' ROOF RAFTERS @ 16' ON CENTER
2' X 8' COLLAR TIES AT POST LOCATION PLACED TOP OF HEADER
60TT0�"9 OF RIDGE _---____-- _ PROVIDE ALUMINUM FLASFIING AS REQUIRED
ICE/WATER BARRIER IN ALL VALLEYS AND ROOF EDGES
RAFTER TO PLATE CONNECTORS USE 'USP' MODEL NUMBERS RT7 OR RTIO
i
I
i
FALL CONSTRUCTION
I/2 a
JKTOP OF F.�iDER
SIDING TO BE PVC TRIM AND VERTICAL T4G BEADBOARD
4E _— - EXTERIOR
OR EQUAL AIR INFILTRATION BARRIER
�
I
EXTERIOR GRADE PLYWOOD SHEATHING
-- 2" X 4' MOOD STUD KNEE WALLS @ 16' ON CENTER WITH 2" X 4' SHOE
AND DOUBLE 2" X 4' TOP PLATE
1/2' GYPSUM WALL BOARD ALL WALLS AND CEILINGS (MOISTURE
RESISTANT WALL BOARD AT BATHROOMS)
5/13" 1 I TYPE X GYPSUM BOARD AT GARAGE WALLS AND CEILING
;
PROVIDE WALL TO ROOF, WALL YO WALL, AND WALL TO FOUNDATION
CONNECTORS AS PER SHEET W-2.
- Proposed Addition/Alteration
FLOOR CONSTRUCTION For:
�"xb" DECKING TO MATCH EXISTING
�� GRACE —_-- - - _---- ---- - - — 2" X ON ACQ DECK JOISTS AT 12' ON CENTER Hemer
rih
O VI SLAB ` --- - --- - N - -
i
� ------ .. Greene -in-
Porch
I
BLDG. ELEVATION NOTES:
SECTION 'A' Scan: 114' = 1'-0" 4I0 Bunny Lane
ROOF NOTES: New Suffolk, NY I I956
A-3 PROPOSED 30 YEAR ARCHITECTURAL ROOF SHINGLES.
FLASH AT ALL ROOF BREAKS. PROVIDE S.C.T.M.#I000-I I7-6-28.I
ICE/WATER BARRIER IN ALL VALLEYS AND
AT ALL ROOF EDGES REVISIONS
RIDGE VENT - CONTINUOUS WHERE
APPLICABLE
GABLE FASCIA NOTES: O C11en-+
IN X 4' RAKE FASCIA O
12' GABLE OVERHANG O
WHITE VINYL BEAD SOFFIT
IN X 10' RAKE BOARD
II I I;
11 1
FASCIA AND SOFFIT NOTES: O'
11
L. I..
I'
1. . . 1" X V FASCIA
1
I I 12" OVERHANG .
11 VINYL BEAD SOFFIT
J ...I I. I 2' CONTINUOUS SOFFIT VVT (COPPER)
1 I :1
l' __....---1--
l ; I . l -i_ E10TT01'ii OF RIDGE FULL FRIEZE BOARD O
11. I l..1_.11' 13'-7"
._ is I i l
I1 LL; LI-
I SIDING NOTES: :�O
I I I 1 I PVC TRIM BOARD AND PVC BEAD BOARD
I VINYL SCREENS BY 'SCREENEZE' O
ATOP
,
OF .DER
O
RAILING NOTE:
�0
- 36' HIGH GUARDRAIL TOP AND BOTTOM O
RAIL WITH 5/4' BALUSTERS SPACED
- `-^ 5' ON CENTER. RAILING TO BE O
CONSTRUCTED 50 THAT A 4' SPHERE
MAY NOT PA55 THROUGH ANY «O
j OPENING.
- 34" HIGH HANDRAIL TOP AND BOTTOM O
RAIL WITH 5/4' BALUSTERS SPACED
5' ON CENTER. RAILING TO BE
CONSTRUCTED 50 THAT A 4" SPHERE SEAL
TOP OF GARAGE$0 MAY NOT PASS THROUGH ANY
—� 0' -4' _ OPENING.
— ----- -_ - - N - -J, TOP OF SLAB - PROVIDE RAILINGS FOR DECKS THAT '� ��ED
-- �I --
01 -00 - EXCEED 30' ABOVE ADJACENT GRADE. V1 ST
i - BASED ON EXISTING GRADES AND 0
PROP05ED CONSTRUCTION
GUARDRAILS SHOULD NOT BE * V�
REQUIRED. a
169
Z SECTION 'B' Scale: 114' - 1'-0'
Copyright 20I7.STROMSKI architecture,p.c.All rights
A-3 PROPOSED reserved.The Architect reserves the right to reproduce this
design in its entirety or any portion thereof.Unauthorized
alteration of these documents is a violation of the New York
State Education Law.These drawings and specifications are
an instrument of service and are the property of the Architect.
These drawings and specifications are not to be used on any
other project,except by written permission of the Architect.
PROJECT NO. I7-AR004
!
SCALE ]/4"=1'-0" DATE 5/I7/20I7
L
— ! DRAWN BY TLD CHECKED BY RS
I L
TITLE
2"x6" ROOF RAFTER ; II ' Sections
5'x1/2' DIA. THOUGH BOLT
I
TOP AND BOTTOM
2`xWx24' BLOCK SANDWICHED 5"x1/2" DIA. THOUGH BOLT
BETWEEN COLLAR TIE TOP AND BOTTOM
(3) 2'x12' HEADER ' PACK OUT ! SHEET
HEADER AS
REQUIRED
A - 3
COLLAR TIE DETAIL Scale: 114' = 1'-0' LAR TIE DETAIL Scale: 1/4' = 1'-0'
A-3 PROPOSED
A-3 PROPOSED
00e
_ _(5'IM _
architecture, p.c.
P.O.BOX I254 JAMESPORT,NY 11947
PHONE(63I)779-2832 FAX(63I)779-2833
' ' it ,. L.._'_ _._,, i ' , •
I MATERIAL NOTES
I :
. _ i
- _
ROOF CONSTRUCTION
30 YR. ARCHITECTURAL GRADE ASPHALT SHINGLE
" -- 5MOM OF 30 LB. FELT PAPER
' R{� 5/8" EXTERIOR
_ 1 EXT
ETOR PLYWOOD SHEATHING
" " RIDGEE BEAM
�z
2 X 8 ROOF RAFTERS @ Ib ON CENTER
I .iL_ l '' = ' '•' .... i I : : .. i ;', I � ; _. L' .. . . - - _... 2" X 8' COLLAR TIES AT POST LOCATION PLACED TOP OF HEADER
RIDGE STRAPS REQUIRED
Proposed Addition/Alteration
PROVIDE ALUMINUM FLASHING AS REQUIRED P
_ ICE/WATER BARRIER IN ALL VALLEYS AND ROOF EDGES
For:
- - - -- - -- -b RAFTER TO PLATE CONNECTORS USE 'USP' MODEL NUMBERS R77 OR RTIO
TOP OF EADE�
t r
WALL CONSTRUCTION ;
e
mer
SIDING TO BE PVC TRIM AND VERTICAL T4G BEADEitARD
-- I Screened -in-
V-2 " 'BLUESKIN' � EQUAL AIR INFILTRATION BARRIER
> . I/2 V.I.F. I!2" EXTERIOR GRADE PLYWOOD SHEATHING
i
_.
- - '
2' X 4" WOOD STUD KNEE WALLS @ Ib" ON CENTER WITH 2" X 4" SHOE
_.._..........._.._._....... _.._. ____.. i �; orc
AND DOUBLE 2" X 4" TOP
..._......_._. PLATE
- :
112' GYPSUM WALL BOARD ALL WALLS AND CEILINGS (MOISTURE
RESISTANT WALL BOARD AT BATHROOMS) '
- � 5/B' TYPE 'X' GYPSUM j M BOARD AT GARAGE WALLS AND CEILING
PROVIDE WALL TO ROOF,EWALL TO WALL, AND WALL TO FOUNDATION
TOP OFC CE CONNECTORS AS PER ET W-2.
0' -4"
TOP OF SLAB, FLOOR CONSTRUCTION
of -0'
"W DECKING TO MATCH EXISTING
5CPEEN5 NOTE: 2' X &' ACO DECK JOISTS AT 12" ON CENTER ± 4I0 Bunny Lane
SCREEN ROUGH OPENINGS TO BE
THE SAME AS PER LOCATIONS. q New Suffolk, NY I I956
VERIFYIN SCREENS FIELD BEFORE MAKING S.C.T.M. I000-I I7-6-28.I
a REAR ELEVATION Sate: 1/4" = 1'-0'
REVISIONS
A4J PROPOSED 1
0 201
G1eni
�0
o
BLDG. ELEVATION NOTES: io
ROOF NOTES: #O
30 YEAR ARCHITECTURAL ROOF SHINGLES. a
FLASH AT ALL ROOF BREAKS. PROVIDE �O
ICE/WATER BARRIER IN ALL VALLEYS AND
AT ALL ROOF EDGES
RIDGE VENT - CONTINUOUS WHERE Q ,
APPLICABLE
O
GABLE FASCIA NOTES:
�
I' X 4' RAKE FASCIA O
12' GABLE OVERHANG
WHITE VINYL BEAD SOFFIT g
-----I
1' X 10' RAKE BOARD o r;
L IJ Il a
II
s
FA50A AND SOFFIT NOTES: O
I L . I" X b" FASCIAO
I OVERHANG
VINYL xa
-
EAD
9
SIT
CONTINUOUS SOFFIT VENT (COPPER)T OF MADERNRV FULL FRIuE WARD
SEAL
is I' I3
SIDING NOTES: DA
I _ �_ " PVC TRIM BOARD AND PVC BEAD BOARD
1 3 5 V.I.F. VINYL SCREENS BY SCREENEZE
y
i
t"+ * r;
j RAILING NOTE:
- 30 NIGH GUARDRAIL TOP AND BOTTOM s
__._.__...__.._.......___._! RAIL WITH 5/4" BALUSTERS SPACED
T Off" GARAGE
� SCONSTR�EA �RAILING
AT TO
B BE
F
MAY NOT PASS THROUGH ANY j
-------
TOP Or _ OPENING.
--------
ly
Coy
gt 217.
aritecture,p.c.All
hts
reserves
0'-0' - 34" NIGH HANDRAIL TOP AND BOTTOM g esevedhThe)ArehitOMSf I the right to rept iu eithis
design in its entire or any portion thereof.Unauthorized
RAIL WITH 5/4' BALUSTERS SPACED � � �I•
5' ON CENTER• RAILING TQ BE G alteration of these documents is a violation of the New York
SCRE S QTE• State Education lav`•.These draWings and s ecifications art.
SCREEN ROUGH OPENINGS TO BE CONSTRUCTED SO THAT A 4' SPHERE t t;
anins- of sen�ice and are the property of the,4rchitect. I j
THE SAr'4E AS PER MATIONS.
MAY NOT PASS THROUGH ANYThese drawings and specifications are not to be used.on My
VERIFY IN FIELD BEORE MAKING OPENING, f
SCREENS. J other project,except by written perm fission of the Architect. '
- PROVIDE RAILINGS FOR DECKS THAT Rf
PROJECT NO. I7-AR004
EXCEED 30' ABOVE ADJACENT GRADE.
SCALE I/4"=1'-0" DATE 5/I7/20I7 p
2 simi rELEVATON Sete: 114' - I'-O' - BASED ON EXISTING GRADES AND "
PROPOSED CONSTRUCTION -; DRAWN BY TLD CHECKED BY RS �
PROPOSED
GUARDRAILS SHOULD NOT BE
REQUIRED.
TITLE
3,
a
Elevations
R
3
wd
J
i
SHEET