HomeMy WebLinkAbout40028-Z TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST
BUILDING DEPARTMENT Do you have or need the following, before applying?
TOWN HALL Board of Health
S UT L , NY 11971 A se .of Building Plans
TEL: (631) 765-1802 nning Board approval
FAX: (631) 765-9502 Sup uy
Sout old ow . ort or . et PERMITN . 1 eck
SepticForm
N.Y.S.D.E.C.
Trustees ww�„
C.O.Application
Flood Permit
Examined20 �� . Single&Separate
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1, 1)( toren-%Vater Assessment Form
e
Contact.
A.nproved --'20—
Disapproved
20Disapproved a/c �..
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Phone:
Expiration.. ~ � .._..
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np plor
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APPLICATION FOR BUILDING PERMIT
Date AVION o , 20 1
INSTRUCTIONS U
a.This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4
sets of plans, accurate plot plan to scale. Fee according to schedule.
b. Plot plan showing location of lot and of buildings on premises,relationship to,adjoining premises or public streets or
areas, and waterways.
c. The work covered by this application may not be commenced before issuance of Building Permit.
d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit
shall be kept on the premises available for inspection throughout the work.
e.No building shall be occupied`or used in whole or in part for any purpose what so ever until the Building Inspector
issues a Certificate of Occupancy.
f.Every building permit shall expire if the work authorized has not commenced within 12 months after the date of
issuance or has not been completed within 18 months from s ch: ate.If no zoning amendments or other regulations affecting the
property have been enacted in the interim,the Building Inspecton ay authorize,in writing,the extension of the permit for an
addition six months. Thereafter, a new permit shall be required.
APPLICATION 1S '1iE.REBY ivl'A,DE to the Building Department for the issuance of Building Permit pursuant to the
Building Zone Ordinance of the Town of Southold, Suffolk County,NewYork,and other applicable Daws,Ordinances or
l �uulations, 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 o applican'1'or name,i:ff a corporation)
(Maili�addi,ss, of applicant) ` 1Cc
State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder
0 _ -
-Name of owner of premises �.
(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 o °it'ch proposed work will be done:
L4 n I
House Number Street Hamlet
County Tax Map No. 1000 Section, 100 Block Lot,
Subdivision Filed Map No. Lot
2. State existing use and occupancy of premises and intended use and occupancy of proposed construction:
a. Existing use and occupancy t V
b. Intended use and occupancy_
3. Nature of work(check which applicable):New Building Addition Alteration.
Repair Removal Demolition Other Work
(Description)
4. Estimated Cost � � Fee
(To be paid on filing this application)
5. If dwelling, number of dwelling units Number of dwelling units on each floor
If garage, number of cars'
r,
6. If business,'commercial or mixed occupancy, specify nature and extent of each type of use.
rr
7. Dimensions of exist� structures,�if an Front 2 � Rear � � �
g ya _Depth
ielght 23 Number of Stories
Dimensions of same structure with alterations or additions: Front Rear
Depth Height Number of Stories
8. Dimensions of entire new constructiom,Front, �' " Pdafepth
Height Number of Stories
?0-' --"
9. Size of lot: Front I Rear Depth 22�
10. Date of Purchase Narne of'Fortrier Owner
11. Zone or use district in which'preifnises are situated,'''`
12. Does proposed construction violate any,zoning�Iaw,�ordinrice or iegblation? YS NO
13. Will lot be re-graded? YES . NO WiII excess fill be removed from premises? YES NO
14. Names of Owner of premises,.., Address Phone No. _
Name of Architect AddressPhone No
Name of"Contractor :.ti.. Address Phone No.'
15 a. is this property within 100 feet of a tidal wetland or a ltcshwater wetland? *AYES NO
* IF YES, SOUTHOLD TOWN'TRU' 'TEES '& D E:C.PERI" 1,�� —
'EE-RQUIRED,
b, is this property within 300 feet'"ofa tidal wetlarid? YE§w� NO
* IF YES, D,E.C. PERMITS MAY` E REQUIRED,
16. Provide survey, to scale, with accurate foundation plan and distances to property lines.
.JLI.
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:restctions,with respeet to this property? * YES NO
* IF YES, PROVIDE A COPY.
STATE OF NEW YORK) `
SS:
COUNTY OF
M4being;�uiy sworn, deposes and says that'Whe is the applicant
(Name of individual signing contract)above named,
(S)He is the
(Contractor,Agent, Corporate Officer, etc.)
of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application;
that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be
performed in the manner set forth in the application filed therewith.
Sworn to before me this
q� day of A LUA 201,5
otary Pu i TRACEY L. 1'DWYEA Signature of Applicant
NOTARY PUBLIC,STATE OF NEW YORK
.'01
QUALIFIED IN SUFFOLKCOUNTY
COMMISSION EXPIRESJUNE 0, I
�, .
"s
Town Hall Annex Telephone(631-1802
54375 Main Road Fax(631)734-9502
P_ O_Box 1179 C4 _Z=
Southold, NY 11971-0959
BUILDING DEPARTMENT
TICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION PRE-ENGINEERED
WOOD CONSTRUCTION AN01OR TIMBER BEIM C NSTRU I
[date: (
Owner: r
' 6
c'. (E�
Location of Property. Vitt* C',
Please take notice that the (check a le-line):
New residential structure
Addition to existingresidential structure
- - Rehabilitation to-anexisting redden ,
tB 15 '"B�BB✓I�,BB"O
p � �. ce above wiU utilize
to be constructed or ertormerl at the dub est r "� referenw
(check applicable line).
Truss type construdU6 ',(� )
Pre-engineer6dmod,,pqnst on
Timber construction (T )
F
in the following to tions) (check applicable line):
Floor taming, in is. dingIr aBrl_.. a (F .,
oo -frarnin 'O . ,
Floor and roof framing (FR)
Signature:
Name (person submitting this formIx l � �;r . � "
Capacity(check applicable line):
Owner
"+ Owner representative
TrussResReg15.docx Effective 1/1/2015
40' 0"
NOTE: CENTER NEW
DORMER ON BAY WINDOW I EXIST. DOR ERS TYP.I
BELOW, VERIFY IN FIELD
PROPOSED DORMER
I I EX15T. I
\—EX15TINC7 ROOF REPAIR AS REQUIRED v BATH I I
I I I I I I I I II IIS
- -- -- -j L - - - - - - - - � �-- - J - - - - -1 -� I �}- - --
LINE OF EXI T. r, ILINC7 BREAK I:
UNDERSIDE EXIST.
CEIL. JOISTS ,
I 1
FLfl
(2) 2X6 GAMBREL ROOFRAFTERS m EACH NEW
EXI T.
IM. 1 � _. i � �
EQUAL WALL - TYPICAL EQUAL
(
I I EEI
EXIST.
I
F, 1 ooR sD E ISTINO BEDR OM '
A (2) 3046 ANDERSEN
EXIST. SECOND 1 SERIES 200 WINDOWS
!-1�': ,,,�_ ; , �I� „ .f., �-,3`r �, ;i i, :"�� ; ,`;' f'. - �� � I I '�➢ �5D
® FLOOR - - - - - - --- - ---- - - - - - - - - - - -- - - - - -- - - — EX 15T1 NCC BEDROOM I I II
- ----- ----------- -- -- -- o c O
- I - - - - EXISTING RID E - - L o
_ - CONGEALED FLASHING - � v v a W Q
-1(I�.iNTERSEGTI N
, 5D v v v v EXISTING LOW ROOF i
NO GRANGE
® o ® z �
IIS
w I R� -7 I ui Z _ O - �9 w I L� - I w
II EXISTING FIRST STORY - I _
1 '' iil�_ I' ',I X ]L 3
L-,' NO GRANGEri
-- --- " — O \p p X O
I,
EXIST. FIRST I L I u 10::,Q X z � ,�+ 'x
FLOOR I N Z N N =n N N I
--- - - - - - - - --- - ---- - y X X X N z Lu N I.
II w w to I
— �JN— EX1�T.S€tLIN— — — I S g
EXIST. GRADE =- - I _ — NE WALL 2x4
NEW WALL 2x4
-- 5705 a STUDS ® 16 or,
,
i - J
EAST ELEVATION I _ `
SCALE : 1/4" = 1'-0"
EXIST. CELLAR -
- _ _ - _ ---- - -1 (2)5046 ANDER5EN EXISTING ROOF - REPAIR AS REQUIRED (2)50 ANDERSEN
---_-. ___ ____ __... _ _ -. -- __-- I EGRE55 N OW5 GRE WI D WS
D E S N O
8'_4 16'-1 1 4 -2 4'-21' S-
NE_ DORMER SYMMETRICAL NOTE: CENTS NEW
WITH OPP051TE 51DE DORMER ON BAY WINDO
40'-0" BELOW, VERIFY IN FIELD 12'-5"
SECOND FLOOR PLAN
SCALE : 114" = 1'-0"
NEW DORMER
EW DORMER - CONTINUE ROOFING -
�� CONTINUE ROOFING $ SIDING TO
& 51DINO TO MATCH EXISTING
MATCH EXISTING
EXI STI NG
` EXISTING - NO CHANGE DORMER
0 END WALLS
STEP FLASH I NG Nuri DAreMAwcs
�1
Iii I; a lc ;
��I � INTERSECTION
sI �,
F-11 ROBERT C. ,AST A.I.A.
l
II
— D6 ,
� /� I r l ARCHITECT
EXIST. SECOND / \ (� V V
EXIST. SECOND FLOOR iY - I
- _ - FLOOR -- - - -- - - - _ - - - _ �-� - 620 OSTRANDER AVENUE
-- - -- --- - - - - - RIVERHEAD, NY 11,101
,- EXI5TINO - NO CHANGE 0 END WALLS EXIST. ONE STORY WING - NO CHANOE 631-5aa-aIO6 F 631-"127-0144
l' ALJ SECOND FLOOR DORMER ADDITION
GA1�,DINER RESIDENCE
TOWN OF 5OUTOLD
SUFFOLK COUNTY,NEW YORK
EXIST. FIRST]
EXIST. FIRST FLOOR l
FLOOR I
1
® - - - - - - - - - - - PLAN ELEVATIONS
i
NORTH ELEVATION DRAWING PREPARED _vLY 1.1,2015
SCALE : 114" = 1'-0" SCALE: v4" = P-O"
JOS NO.1 2015-5q
50UTH ELEVATION
r z DRAWING Na.
SCALE . 1/4" = 1'-0" t '^
1 -
/ A� l
N I6° 511' 50 " W 100.00'
NAILING SCHEDULE GENERAL
1 . CONTRACTOR SHALL VERIFY ALL JOB AND FIELD CONDITIONS, AFFECTING ALL WORK AND OBTAIN ALL DIMENSIONS TO INSURE THE
PROPER STRENGTH FIT AND LOCATION OF THE WORK. REPORT, IN WRITING, TO THE ARCHITECT AND ENGINEER ANY AND ALL
(A5 PER 2001 WFCM TABLE 3. 1) CONDITIONS WHICH MAY INTERFERE WITH OR OTHERWISE AFFECT, OR PREVENT, THE PROPER EXECUTION AND COMPLETION OF THE
NUMBER OF NUMBER OF NAIL SPACING WORK.
JOINT DESCRIPTION COMMON NAILS BOX NAILS NOTE: SURVEY INFORMATION
2. ALL CONSTRUCTION SHALL COMPLY FULLY WITH THE APPLICABLE PROVISIONS OF THE NEW YORK STATE BUILDING CODE LATEST OBTAINED FROM SURVEY
ROOF F RAMING EDITION AND LOCAL BUILDING DEPARTMENT REQUIREMENTS. PREPARED BY STANLEY J.
15AKSEN, JR.
RAFTER TO TOP PLATE(TOE-NAILED) (TABLE 3.4A) 3-8d 3- 101 PER RAFTER 3. ALL REQUIREMENTS SPECIFIED IN THE CODE SHALL BE ADHERED TO AS IF THEY WERE CALLED FOR, OR SHOWN, ON THE DRAWINGS.
TH15 SHALL NOT BE CONSTRUED TO MEAN THAT ANY REQUIREMENTS SET FORTH ON THE DRAWINGS MAY BE MODIFIED BECAUSE THEY ARE
CEILING J015T TO TOP PLATE(fOE-NAILED) (TABLE 3.4A) 3-8d 3- I Od PER J015T MORE STRINGENT THAN THE CODE REQUIREMENTS OR BECAUSE THEY ARE NOT SPECIFICALLY REQUIRED BY CODE.
CEILING J015T TO PARALLEL RAFTER(FACE-NAILED)(HEEL JOINT) 4. CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS AND ARRANGE FOR ALL IN5PECTION5 AS REQUIRED BY APPROPRIATE
16"O.C. RAFTER 3:12 lo- I6d IO-40d BUILDING DEPARTMENTS, HEALTH DEPARTMENTS, ETC. CERTIFICATE OF OCCUPANCY AND UNDERWRITERS CERTIFICATE SHALL BE
SLOPE: 4:12 8- 166 8-40ci EACH IAP
(TABLE 3.9A) 5:12 6- I6d 6-40d OBTAINED BY CONTRACTOR AND DELIVERED TO OWNER PRIOR TO FINAL PAYMENT INCLUDING A FINAL SURVEY.
7:12 5 I Gci 5 -40d 5. DO NOT SCALE THE DRAWINGS, ANY D15CREFANCIE5 SHALL BE REPORTED, IN WRITING TO THE ARCHITECT FOR CLARIFICATION.
9:12 AND GREATER 4- I Gd 4-401
G. GENERAL CONTRACTOR SHALL COORDINATE FOR EASE AND RAPIDITY OF CONSTRUCTION THE WORK OF ALL TRADES. ALL 5LOT5,
CEILING JOIST LAPS OVER PARTITION(FACE-NAILED)
RAFTER SLOPE: 3:12 I 0- i 6d 10-4061 5LEEVE5 AND/OR OTHER OPENINGS TO BE COORDINATED AND SET BEFORE POURING CONCRETE.
(TABLE 3.9A) 4:12 8- 1 6d 8-40d
EACH LAP 7. CONTRACTOR SHALL PROVIDE ALL THE NECESSARY SUPPORT, BRACING, SHORING, ETC., (TEMPORARY AND/OR PERMANENT) AS
5:12
G- I6d -
7:12 5 I Gd 5-40d REQUIRED FOR THE SAFE INSTALLATION OF NEW CONSTRUCTION.
9:12 AND GREATER 4- 1 G 4-40d
8. PROVIDE FIRE, SMOKE AND CARBON MONOXIDE DETECTION SYSTEM AS PER LOCAL CODES AND NEW YORK STATE BUILDING
COLLAR TIE TO RAFTER(FACE-NAILED) CODE AND INSTALLATION.
RAFTER 5LOPE: 3:12 3 - 106 3- 1 Od
(TABLE 3.GA) 4:12 2 - 1 Od 2 - 10d
5;12 2- IOd 2- loci PER TIE CARPENTRY
G:12 AND GREATER 2 - 1 Od 2- 1 Od
BLOCKING TO RAFTER(TOE-NAILED) 2-8d 2- I od EACH END 1 . ALL STRUCTURAL FRAMING LUMBER SHALL BE #2 OR BETTER DOUG-FIR, FB= 1 ,200 P.5.1. AND E = 1 ,600,000 P.5.I. UNLESS OTHERWISE
INDICATED, WITH SPF UTILITY SHOES AND PLATES, STUD GRADE FPF: ALL LINTELS SHALL BE DOUG-FIR WITH FB = 1450P.5.1..
RIM BOARD TO RAFTER(END-NAILED) 2- 1 G 3- I6d EACH END
2. ALL ROOF PLYWOOD PANELS SHALL BE EXTERIOR CDX GRADE, WITH EXTERIOR GLUE, SHALL MEET THE REQUIREMENTS OF THE
WALL F RAM I N G LATEST EDITION OF THE U.S. PRODUCTS STANDARD P5-1 , AND SHALL BE IDENTIFIED WITH THE APPROPRIATE GRADE TRADEMARK OF 0 p
(3A5eD ON 5HtATMG NNLeD i i THE AMERICAN PLYWOOD ASSOCIATION. ul Q
TOP PLATE TO TOP PLATE(FACE-NAILED) 2 -1 6ci 2- 16d PER FOOT
e�E"o.c.ArrANe�eDGe> 3, ALL LUMBER AND CONNECTIONS SHALL BE IN ACCORDANCE WITH THE NEW YORK STATE BUILDING CODE AND WITH THE NATIONAL N
N
TOP PLATES AT INTER5ECTION5(FACE-NAILED) 4- I6d 5 - I6d JOINTS-EACH 5IDE DESIGN SPECIFICATIONS FOR STRESS GRADED LUMBER AND ITS FASTENINGS. LUMBER SHALL BE FURNISHED AND INSTALLED, COMPLETE
STUD TO STUD(FACE-NAILED) 2 -I6d 2- I6d 24"O.C. WITH ALL FA5TENING5, ANCHORS, BLOCKING, BRIDGING, SADDLES, HANGERS, ETC. REQUIRED TO COMPLETE THE JOB. ALL STEEL BOLTS
CONNECTING WOOD MEMBERS SHALL BE SUPPLIED WITH AND TIGHTENED AGAINST STEEL WASHERS OR PLATES. JOIST HANGERS AND
HEADER TO HEADER(FACE-NAILED) I Gd I6d 16"OC ALONG EDGE5 CONNECTORS, STEEL BRIDGING AND OTHER SPECIAL CONNECTIONS AND HARDWARE MUST BE INSTALLED IN ACCORDANCE WITH NEW 3 !u
2- I6d 2-406 PER 2x4 STUD YORK STATE BUILDING CODE REQUIREMENTS. WHERE FA5TENER5 ARE NOT SPECIFICALLY INDICATED OR SPECIFIED THEY SHALL BE -
TOP OBOTTOM PLATE TO STUD(END-NAILED) 3- I Gd 3-40d PER 2x6 STUD FURNI5HED IN ADEQUATE NUMBER AND SIZE. O
m
R m
BOTTOM PLATE TO FLOOR J0I5T, 13ANDJO15T,ENDJOI5T OR BLOCKING 2- 16d 2- 16d PER FOOT4. ALL CARPENTRY WORK SHALL BE PERFORMED IN CONCORDANCE WITH GOOD TRADE PRACTICE, RECOMMENDATIONS OF O O
(FACE-NAILED) (BASED ON SHEATHING NAILED @ 6"O.C.AT PANEL EDGE) MANUFACTURERS' AND IN CONFORMANCE WITH THE NEW YORK STATE BUILDING CODE, AND THESE 5PECIFICATION5: O O
m m
A. FASTEN SECURELY ALL PARTS OF CARPENTRY WORK IN THEIR PROPER PLACE, BRACE, PLUMB AND LEVEL ALL MEMBERS AND 1' r
ROOF 5 H E A T H I N G SECURE WITH SUFFICIENT NAILS, SPIKES AND BOLTS TO INSURE RIGIDITY. `� z
STRUCTURAL PANELS: PANEL INTERMEDIATE B. PROVIDE SOLID 5URFACE5 AT LEAST 1-1/4 INCHES WIDE, IN BOTH DIRECTIONS, AT ALL CORNERS FOR 5ECUKING DRYWALL,
(TABLE 3.8) EDGE5 5UPPORT5 ETC.. FORM 5URFACE5 WITH FRAMING MEMBERS, OR WITH 2-INCH WOOD BLOCKING SECURED AT LEAST TWO 8D NAILS AT
INTERIORZONE 8d IOd 4" 6" EACH END.
PERIMETER EDGE ZONE 8d 1 o 4" 4" C. ALL STUDS SHALL BE PROVIDED AND SECURED TO SUPPORTING MEMBERS IN STRICT ACCORDANCE WITH NEW YORK STATE CODE
GABLE ENDWALL RAKE WITH LOOKOUT BLOGK 8d 1 Od 4" 4" AND A5 NOTED HEREIN.
(1) PLATES AND BLOCKING SAME WIDTH AS RELATED STUDS OR WIDER.
EXISTING FIRST
WALL S H E AT H I N G (2) FRAMING TO SUIT WORK OF OTHER TRADES.
FLOOR - NO
PANEL INTERMEDIATE D. ROOF SHEATHING, SHALL BE LAID WITH FACE GRAIN AT RIGHT ANGLES TO SUPPORTS; LOCATE END JOINTS OVER 5UPPORT5; GHANOE
STRUCTURAL EDGE5 SUPPORTS STAGGER JOINTS.
PANELS/HARDBOARD
(TABLE 3.9) INTERIOR ZONE 8d Iod G" G" 5. WHERE RAFTERS AND JOISTS FRAME, INTO OTHER WOOD BEAMS, PROVIDE SIMPSON, 18 GAGE GALVANIZED STEEL J015T HANGER.
4'EDGE ZONE 8d Iod 6„ G" G. PROVIDE FIRE 5TOPPING AS PER NEW YORK STATE BUILDING CODE REQUIREMENTS.
FIBERBOARD PANEL5: 7, INSULATION IN ALL ROOF5 SHALL BE FIBERGLASS TYPE, AND THICKNESS AS SHOWN ON DRAWINGS. INSULATION z
7/1 G" Gd 3 - 3"EDGE/G"FIELD SHALL BE PROVIDED AT ALL UNHEATED TO HEATED SPACES. ALL THERMAL INSULATION SHALL HAVE A FOIL VAPOR
25132" 8d 3 - 3"EDGE/G"FIELD
BARRIER SURFACE EXPOSED TO HEATED SURFACES. Z lu LLI
GYP5UM WALLBOARD 5d COOLER5 5d COOLERS 7"EDGE/ 10"FIELD r Z
8. BLIND FLASH ALL JUNCTIONS WHERE VERTICAL MEETS HORIZONTAL (ROOF, WINDOWS ETC.) REPLACE
FLOOR SHEATHING RAFTERS Xd =
STRUCTURAL PANELS: ROOF I NG — � � V
I"OR LE55 8d Iod G"EDGE/ 12"FIELD SEE 5ECT1 ON
GREATER THAN I" I Od 16ci G"EDGE/G"FIELD
-- -
NAILING NOTES
I. NAILING REQUIREMENTS ARE BA5EU ON WALL 5HEATHING NAILED G"ON CENTER AT THE PANEL EDGE. IF WALL SHEATHING 15 PROPOSED
NAILED 3"ON CENTER AT THE PANEL EDGE TO OBTAIN HIGHER SHEAR CAPACITIES, NAILING REQUIREMENTS FOR STRUCTURAL DORMERS
al
MEMBERS 5HALL BE DOUBLED, OR ALTERNATE CONNECTOR5, 5UCH A5 SHEAR PLATES,5HALL BE USED TO MAINTAIN THE
SECOND FLOOR
LOAD PATH.
2. WHEN WALL SHEATHING 15 CONTINUOUS OVER CONNECTED MEMBERS,THE TABULATED NUMBER OF NAILS SHALL BE
PERMITTED TO BE REDUCED TO I - I Gd PER FOOT.
3. CORROSION RE515TANT I 1 GAGE ROOFING NAILS AND 16 GAGE 5TAPLE5 ARE PERMITTED;VERIFY WITH RESIDENTIAL BUILDING
N
CODE OF NEW YORK FOR ADDITIONAL REQUIREMENTS.
NEW ASPHALT
4. ALL QUANTITIES ARE BA5ED ON I G"OC SPACING FOR RAFTERS,JOISTS AND 5TUD5. 5HINGLE ROOF TO
5. FOR ROOF SHEATHING WITHIN 4 FEI'-T OF THE PERIMETER EDGE OF THE ROOF, INCLUDING 4 FEET ON EACH SIDE OF THE ROOF MATCH EXIST. COMMENCING WORK AND NOTIFY ARCFIITECT
VERIFY ALL DIMENSIONS IN FIELD PRIOR TO
PEAK,THE 4 FOOT PERIMETER EDGE ZONE ATTACHMENT REQUIREMENT5 5HALL BE USED. OVER 50# FELT O
G. FOR WALL 5HEATHING WITHIN 4 FEET OF THE CORNER5,THE 4 FOOT EDGE ZONE5 ATTACHMENT REQUIREMENT5 5HALL BE OF ANY DISCREPANCIES.
USED. y2" PLYWOOD 5HEATHING REPLACE ALL
(MATCH EXIST) DAMAGED PROVIDE STRAPS
N05
E 2) REPAIR ALL DAMAGED TO EXISTING
INSULATION WITH RIDGE STRAPS AT NEW 5URFACE5 INCURRED DURING COUR5E OF
REMOVE EXIST. RAFTERS NEW R-50 FG RAFTER LOACTION5
s PROVIDE NEW (2)2X6 INSULATION CONSTRUCTION.
RR ® 12" O.G. +y2' x5"
PLYWOOD TO EXIST.
5 Ib° 5Q' 30 " E 100.00'
RIDGE
ROOF RAFTER t CEILING JOISTS
REFER,TO PLAN5 FOP 517E AIR—FLOW INSULATION SALTAI RE WAY
SPACING BAFFLES 8 R-15 FG
INSULATION
AST.2x6 m 16" OG
(2) 2x4 TOP PLATE
VENTED SOFFIT (2)13/4" X 5y4' ML
I= HEADER -H EX 15T1 NC SECOND FLOOR TO
(2) 5046 ANDERSEN
o REMAIN EXCEPT A5 5HOWN KEY PLAN - SITE ROOF PLAN NUMBER DATE REMARKS
Y2 " PLYWOOD EGRESS WINDOW WITH — SCALE : I/I G" = P-O"
SHEATHING TEMP. 6LA5S - TYP. 00
R013ERT C. TASTE A.I.A.
51MP50N H2 @ I G"O.C. FLASH ® 2X4 STUD5 ® 161, O.G. ARCMITECT
INTERSECTION with R-15 FG INSUL.
5-8d COMMON NAILS
@ EACH END CONTINUE 4:: � 2x4 PLATE EXIST. 2x10 ® EXIST. SECOND
ROOFING d I6" OG FLOOR
620 OSTRANDER AVENUE
TERIOR WALL STUDS FACIA IN FRONT
REFER TO PLAN5 FOR 5IZE 4 OF DORMER
SECTIONS FOR SPACING R -R D, Y ICIOI
631-5Q9-8106 F 631-72�i-0144
tv/\—
PAfTEI�OF PLATE STRAPPING
EXISTING FIRST FLOOR. TO REMAIN
SECOND FLOOR DORMER ADDITION
A-2 SCALE : NONE
OARDINER RESIDENCE
TOWN of SOUTOLD
SUFFOLK COUNTY, NEW YORK
EXIST. FIRST
FLOOR
5ECIONS, KEY PLAN
14"-1511 — 51MF50N C520 @ 16'O.C. 1 , NOTES
1�„ NAIL GUIDE LINE 8- D
STRAP MON NAIL5 IN EACH EN
8.._9..
ZINC COATED ROOF RAFTERS
6"�J ` DRAWING PREPARED JJLY 17,2015
3/8"-7/I
N = 5TEEL,5MOOTH 5HANK = EXI5TINO CELLAR TO REMAIN SCALE: 1/4" = 1.-0°
ROOFING NAIL5 OR "_
Ln APPROVED EQUAL
5ELF SEAL ADHESIVE ON NO.: 2015-3�i
In V7 T7
3'-011
5 5/8"NOMINAL UNEXP05ED1
- 4 THROUGH BOTH LAYERS .
DR.AWINO NO,
EXIST. CELLAR " `
SLAE3 — �✓ y; :
2 ROOF SHINGLE NAILING DETAIL 3 RIDGE STRAP DETAIL
h
A-2 SCALE : NONE A-2 SCALE : NONE
SECTION
SCALE : 1/4" = 1'-0"
A-2'/