HomeMy WebLinkAbout44174-Z otip�UFFL4"-
Town of Southold 2/12/2020
? P.O.Box 1179
0
N 53095 Main Rd
Southold,New York 11971
CERTIFICATE OF OCCUPANCY
No: 41067 Date: 2/12/2020
THIS CERTIFIES that the building PORCH
Location of Property: 1010 Hiawathas Path, Southold
SCTM#: 473889 See/Block/Lot: 78.-3-50.2
Subdivision: Filed Map No. Lot No.
conforms substantially to the Application for Building Permit heretofore filed in this office dated
9/9/2019 pursuant to which Building Permit No. 44174 dated 9/16/2019
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:
WRAP AROUND DECK ADDITION TO AN EXISTING ONE FAMILY DWELLING AS APPLIED FOR
The certificate is issued to Monfort,Daniel&Susan
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL
ELECTRICAL CERTIFICATE NO.
PLUMBERS CERTIFICATION DATED
uth UUature
�SUFFnt TOWN OF SOUTHOLD
BUILDING DEPARTMENT
TOWN CLERK'S OFFICE
oy • SOUTHOLD, NY
BUILDING PERMIT
(THIS PERMIT MUST BE KEPT ON THE PREMISES
WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS
UNTIL FULL COMPLETION OF THE WORK AUTHORIZED)
Permit#: 44174 Date: 9/16/2019
Permission is hereby granted to:
Monfort, Daniel
48 Arlington Ave
Rockville Centre, NY 11570
To: additions and alterations to an eixisting single family dwelling as applied for.
At premises located at:
1010 Hiawathas Path, Southold
SCTM # 473889
Sec/Block/Lot# 78.-3-50.2
Pursuant to application dated 9/9/2019 and approved by the Building Inspector.
To expire on 3/16/2021.
Fees:
SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $440.00
CO -ADDITION TO DWELLING $50.00
Total: $490.00
Building Inspector
Form No.6
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
TOWN HALL
765-1802
APPLICATION FOR CERTIFICATE OF OCCUPANCY
This application must be filled in by typewriter or ink and submitted to the Building Department with the following:
A. For new building or new use:
1. Final survey of property with accurate location of all buildings,property lines, streets, and unusual natural or
topographic features.
2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form).
3. Approval of electrical installation from Board of Fire Underwriters.
4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead.
5. Commercial building, industrial building,multiple residences and similar buildings and installations,a certificate
of Code Compliance from architect or engineer responsible for the building.
6. Submit Planning Board Approval of completed site plan requirements.
B. For existing buildings (prior to April 9, 1957) non-conforming uses,or buildings and "pre-existing"land uses:
1. Accurate survey of property showing all property lines, streets,building and unusual natural or topographic
features.
2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is
denied,the Building Inspector shall state the reasons therefor in writing to the applicant.
C. Fees
1'. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00,
Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00.
2. Certificate of Occupancy on Pre-existing Building- $100.00
3. Copy of Certificate of Occupancy-$.25
4. " Updated Certificate of Occupancy- $50.00
5. Temporary Certificate of Occupancy-Residential$15.00, Commercial$15.00 ,
Date. "��— ICI-
New
"1New Construction: Old or Pre-existing Building: (check one)
Location of Property: /o/o &T/f Sw 7'l-t"ye:) "d //h/
House No. Street Hamlet
Owner or Owners of Property: 1",>ez, 19to'o--am
Suffolk County Tax Map No 1000, Section 7 Block Lot
Subdivision Filed Map. Lot:
Permit No. LAl Date of Permit. Applicant:
Health Dept. Approval: Underwriters Approval:
Planning Board Approval:
Request for: TemporaryCe tificate Final Certificate: (check one)
Fee Submitted: $
Applicant Signature
qq ��OF SO(/Tho
TOWN OF SOUTHOLD BUILDING DEPT..
courm, 765-1802
INSPECTION
[ FOUNDATION 1ST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND / j ] -INSULATIOWCAULKING
[ ] FRAMING /STRAPPING ( ] FINAL
[ °] FIREPLACE &CHIMNEY [ ] FIRE'SAFETY INSPECTION
[ ] RWRESISTANT CONSTRUCTION [ ] FIRE-RESISTANT PENETRATION =
[ ] ELECTRICAL (ROUGH) [ -] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] PRE'C/O
REMARKS:
s .
o,K
DATE INSPECTOR
# # TOWN OF SOUTHOLD BUILDING DEPT:
�ycou765-1802
INSPECT- ION
[ ] FOUNDATION 1ST [ ] ROUGH PLBG.
FOUNDATION 2ND [ ] SULATION/CAULKING
[ ] FRAMING /STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) = [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] PRE C/O
REMARKS:
DATE .adWW INSPECTOR
FIELD INSPECTION REPORT ATE COMME TS
FOUNDATION(1ST)
�y
--------------------------------------
FOUNDATION (2ND)
` z
�H
ROUGH FRAMING& qq d
PLUMBING
r
INSULATION PER N.Y. ¢ y
STATE ENERGY CODE/
FINAL
ADDITIONAL qOMMENTS
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TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST
BUILDING DEPARTMENT Do you have or need the following,before applying?
TOWN HALL Board of Health
SOUTHOLD,NY 11971 4 sets of Building Plans
TEL: (631) 765-1802 Planning Board approval
FAX: (631) 765=9502 (� ''�(.� ' Survey
Southoldtownny.gov PERMIT NO. Check
Septic Form
MY S.D.E.C.
Trustees
C.O.Application
Flood Permit
Exami 120 S�Q ' g Single&Separate
Truss Identification Form
i z�c '��j•�yy''t;t "" Stonn-Water Assessment Form
Contact:
o11-5
Approved 20I
Nan
Disapproved a/c �7
Phone: S/!Y / //9
Expiration ,20
uilding Insp
APPLICATION FOR BUILDING PERMIT
Date �'•�/'' , 20�
INSTRUCTIONS
a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4
sets of plans, accurate plot plan to scale. Fee according to schedule.
b. Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or
areas, and waterways.
c. The work covered by this application may not be commenced before issuance of Building Permit.
d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such a permit
shall be kept on the premises available for inspection throughout the work.
e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector
issues a Certificate of Occupancy.
f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of
issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the
property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an
addition six months. Thereafter, a new permit shall be required.
APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the
Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or
Regulations, for the construction of buildings, additions,or alterations or for removal or demolition as herein described. The
applicant agrees to comply with all applicable laws, ordinances, building code,housing code,and regulations, and to admit
authorized inspectors on premises and in building for necessary inspections.
,3) �Z/ ' ' ' ?a
(Signature of applicant or name,if a corporation)
/0/0 14/^Ara ' Alffi//-
(Mailing ddres of applicant)
State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder
Name of owner of premises J Ay l erz fily V Oro4 f
(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:
House Number Street Hamlet
County Tax Map No. 1000 Section Block 3 , Lot •'�!.
Subdivision Filed Map No. Lot
2. State existing use and occupancy of premises and intended use and occup ncy of proposed construction:
a. Existing use and occupancy �n« EfAte
b. Intended use and occupancyy�'
rr''
__3— Nature of work(check which applicable): New Building Addition Arltehration
Repair Removal Demolition Ot er or
(Description)
4. Estimated Cost Fee
(To be paid on filing this application)
5. If dwelling, numbe of dwelling units Number of dwelling units on each floor
If garage, number cars
6. If business, commercial r mixed occupancy, specify nature and extent of-each type-of use.
7. Dimensions of existing stru tures, if any: Front . Rear Depth
Height Number of Stories
t
Dimensions of same structure ith alterations or additions: Front . Rear
Depth H ight Number of Stories
8. Dimensions of entire new construction. Front Rear Depth
Height Numb r of Stories
9. Size of lot: Front Rear Depth
10. Date of Purchase Name o ormer Owner
11. Zone or use district in which premises are situated
12. Does proposed construction violate any zoning law, or ' ance or regulation? YES NO
13. Will lot be re-graded? YES NOiWill excess fill be emoved from premises? YES NO�
14. Names of Owner of premises Address Phone No.
Name of Architect Address Phone No
Naive of Contractor Address Phone No.
15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO
* IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED.
b. Is this property within 300 feet of a tidal wetland? * YES N0-
* 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 0E )
ala o Le G a f=j r+ being duly sworn, deposes and says that(s)he is the applicant
(Name of individual signing contract) above named,
(S)He is the Owor—" g=
(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.
Swor t�before me this
day of 201 q
�JRAGEY L. DWYER
Not PubliCNOTARY PUBLIC,STATE OF NEW YORK Signature of yPp1rcant
NO.01 DW6306900
QUALIFIED IN SUFFOLK COUNTY
COMMISSION EXPIRES JUNE 30,22a-d,
Scott A. Russell IDsu p ST�O�E�IM�J[��V.A TIEF,
S \][A�-A�(G 1E 1ENT
SUPERVISOR � ,z
SOUTHOLDTOWN BALL-P.O.Box 1179 "6 C Town of Southold
53095 Main Road-SOLT'1 OLT1,NEw PORK 11971 'jj7O� y
CHAPTER 236 - STORMWA-TER MANAGEMENT WORK SHEET
(TO BE COMPLETED BY THE APPLICANT)
DO)F,S THISPI30JECT INV®I-,VE ANy OF THE FOLLOWING:
(CHECK ALL THAT APP"
Yes No -
[]( ] 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.
E. Site preparation within the one-hundred-year floodplain as depicted
on FIRM Map of any watercourse.
[� EAnstallation 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 Llst Form to the Building Department witFyour I WM!ng Permit Application_
S.C.T.M. 1000 mate
APPLICANT: (Property Owner,Design ProfessionaL Agent,Contractor.Other) Drstr�ct
L
NAME- I�AV N ��� Secton Bliock Lot
-
n,.a
FOR BUILDING DEPARTMENT USE ONLY *"»
Contact information T S—V3 -711
Reviewed By:
- - — — — — — — — — — — — — — — Date: q —1
Property Address /Location of Construction Work: — Approved for processing Building Permit.
101D 141AWRI-H�s P� — Stormwater Management Control Plan Not Required.
7/ aStormwater Management Control Plan is Required.
(Forward to Engineering Department for Review)
FORM " SMCP-TOS MAY 2014
SURVEYED FOR: DANIEL A.MONFORT &
SUSAN MONFORT
LOCATED AT T/O SOUTHOLD,SUFF.CO.N.Y.
LOT IS DESC.
MAP OF AS SHOWN
SCALE 1 °°=20° 100
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CERTIFY TO: °
e
nF,�s 0 37
DANIEL A.MONFORT S�
SUSAN MONFORT FILE N®.53179
CHICAGO TITLE INSURANCE
COMPANY
LAND SOUND SERVICES,LLC.R.
BETHPAGE FEDERAL CREDIT UNION
WILLIAM R.SIMMONS III,L.S.P.C.
128 CARLETON AVE.EAST ISLIP,N.Y.11730
PH. 631 581-1688 FX. 631 581-1691
DATE.10/8/2018 SCALE.1"=20' DRAWN BY WRS IV
I �I G CLIMATIC &GEOGRAPHICAL DESIGN CRITERIA-INTERNATIONAL RESIDENTIAL CODE TABLE R301.2(1) ROOF SHEATHING NOTE:
(5E}��`1ERAL I`TOTE) I I WIND DE51614SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE SHIELD (GAN USE IOd BOX NAILS AS INTERIOIR ZONE-16"ON-CENTER RAFTER/TRUSS SPACING
ALTERNATIVE)
S OH SPEED d TOPOGRAPHIC SPECIAL WIND HIND-BORNE DES1Fit05TUNS DESIGN Y- FLOOD AIR NAIL SPACING-PANEL EDGE-bd COMMON a 6"ON-CENTER
LOAD ( CATEGORY b TEMP.f MENT HAZARDS h FREEZING NAIL SPACING-INTER EDMIATE SUPPORT-bd COMMOM a 12 ON-CENTER ..`' i ..' ° -.`
I. CONTRACTOR SHALL CHECK AND VERIFY ALL CONDITIONS AT THE CONSTRUCTION 51TE BEFORE Tg k REGION N DI�RE5 ZONE m g YEATi RING a TERMITE " 4-J
REQUIRED INDEX N
BEGINNING ANY PHYSICAL WORK. HE SHALL FAMILIARIZE HIMSELF WITH THE INTENT OF THESE so P.S.F. ISO M.P.H. YES 1'„x'00 OR LESS B SEVERE 5'-01 TO MODERATE II REQUIRED WA 54Q PERIMETER EDGE ZONE- Ib•ON-CENTER RAFTER/TRUSS SPACING ��i,�� l6 (. I�• �!
ENTER
PLANS, SPECIFICATIONS AND ALL OTHER INFORMATION INCLUDING GOVERNING GODE5, LAWS, NIL SPAGn 6-PANTERMEDMIATe SU`PPPOORT-ON ed" OMM� a 6.ON-CENTER 'c
FOR 51. I POUND PER FOOT 004?Q kPa,I MILE PER HOUR 0.44'1 M/S += ct
ORDINANCES, ZONING AND REGULATIONS. a.WEATHERING MAY REQUIRE A HIGHER STRENGTH CONCRETE OR 6RADE OF MASONRY THAN NECESSARY TO SATI5FY THE STRUCTURAL I;:.;, r�. -F1
RE�'iIUIREMENTS OF THIS CODE.THE WEATHERING COLUMN SHALL BE FILLED IN WITH THE WEATHERING INDEX,"NEGLIGIBLE," "MODERATE"OR WALL SHEATHING NOTE:
'SEVERE"FOR CONCRETE AS DETERMINED FROM FIGURE MEMO").THE GRADE OF MASONRY UNITS SHALL BE DETERMINED FROM ASTM G 54, ,u,, �.J� r".". r71 T:I -
-,"-, _
2. ALL WORK SHALL CONFORM TO THE 2015 INTERNATIONAL RESIDENTIAL BUILDING GORE, THE G 55,G G`1
62, 5,C,QO,G C,I2Q, 145,G 216 OR G 652. (GAN USE 10d BOX NAILS A5 INTERIOIR ZONE-16"ON-CENTER STUD SPACING ( 'j ,,e` ;;.;:" . ,,;..:; r•�
b.THE FROST LINE DEPTH MAY REQUIRE DEEPER FOOTINGS THAN INDICATED IN FI6URE R4o5.10).THE JJRISP10710N SHALL FILL IN THE FROST ALTERNATIVE) ' ]
LINE DEPTH COLUMN WITH THE MINIMUM DEPTH OF FOOTING BELOW FINISH GRADE. NAIL SPACING-PANEL EDGE-bd COMMON a b'ON-CENTER 3, U',,;:,;;, C:y`, `: v I"r
2010 N.Y.S. ENERGY GONSEf�VATION CONSTRUCTION GORE AND ALL LOCAL GORES, RULES, G.THE JURISDICTION SHALL FILL IN THIS PART OF THE TABLE TO INDICATE THE NEED FOR PROTECTION DEPENDIN6 ON HHE HER THERE HAS BEEN NAIL 5PACING-INTERMEDMIATE SUPPORT-bd COMMOM a 12"ON-CENTER :� r.;•,, ,.-:
RE6ULATION5 AND ZONING LAWS. A HISTORY OF LOCAL SUBTERRANEAN TERMITE DAMA(S1:.
d.THE JURISDICTION SHALL FILL IN THIS PART OF THE TABLE WITH THE HIND SPEED FROM THE BASIC WIND SPEED MAP[FIGURE R50I.2(4)AI.HIND 4-E06E ZONE-I6.ON-CENTER STUD SPACING
EXPOSURE CATIES-ORY SHALL BE DETERMINED ON A 5175-SPECIFIC BASIS IN ACCORDANCE WITH 5EGTION R5OL.2.1.4.
a.THE OUTDOOR M51ON DRY-BULB TEMPERATURE SHALL BE SELECTED FROM THE GOL)MNS OF QT-1/2 PERCENT VALUES FOR WINTER FROM NAIL SPACING-PANEL EDGE-bd COMMON• b"ON-CENTER 1;` ?.1L S 1`0.! m
3. IF DURING THE COURSE OF CONSTRUCTION A CONDITION EXI5T5 WHICH DI5A6REE5 OR CONFLICTS APPENDIX D OF THE INTERNATIONAL PLUMBINb CODE.DEVIATIONS FROM THE APPENDIX D TEMPERATURES SHALL BE PERMITTED TO REFLECT NAIL sPAGINb- INTERMEDMIATE SUPPORT-ba COMMON a 6"ON-CENTER1 4, �, ;
- rr-." -�;I .;C T "V] c:
"QST
[ [ LOCAL CLIMATES OR LOCAL HEATHER EXPERIENCE AS DETERMINED BY THE BUILDING OFFICIAL.
WITH WHAT 15 INDICATED ON THESE PLANS AND SPECIFICATIONS, THE CONTRACTOR SHALL STOP r.THE JURISDICTION SHALL FILL IN THIS PART OF THE TABLE WITH THE SEISMIC DESIGN CATEGORY DETERMINED FROM SECTION R501=.1. r f {r' , r ;;
THE AND NOTIFY THE DESIGNER/ARCHITECT, SHOULD THE CONTRACTOR FAIL TO FOLLOW THIS 9 �JURISDICTION SHALL FILL IN THIS PART OF THE TABLE WITH(A)THE DATE OF THE JURISDICTION~;ENTRY INTO THE NATIONAL FLOOD 1,r-��. TF!r_- tm m 44
INSURANCE PROGRAM(DATE OP ADOPTION OF THE FIRST GODS OR ORDINANCE FOR MANAMMENr OF FLOOD HAZARD AREAS),(B)THE DATE(S)
C: • ;, P,1 i}"„-'".
PROCEDURE AND CONTINUE WITH THE WORK, HE SHALL ASSUME ALL RESPONSIBILITY AND LIABILITY OF THE FLOOD INSURANCE STUDY AND(C)THE PANEL NUMBERS AND DATES OF THE C R MY Er EGTIVE FIRMS AND P5PM5 OR OTHER n4:d M j, ;:;; 0 ` H
FLOOD HAZARD MAP ADOPTED BY THE AUTHORITY HAAN6 JURISDICTION,AS AMENDED. C
ARISING THERE OF. h.IN ACCORDANCE WITH SECTIONS R01051.2,R1105A.S.L.,R41055.5.1,1tQO5.6.5.L,R9105.7.5.1 AND R405.6.5L,WHERE THERE HAS BEEN A 't 1 i ": t'. i ''i t I.(::'c.i :S i SLE R'y''. m
HISTORY OF LOCAL DAMAGE FROM THE EFFECTS OF ICE DAMMING,THE JURISDICTION SHALL FILL IN THIS PART OF THE TABLE HITH �r.l
OYES.A OTHERWISE,THE JURISDICTION SHALL FILL IN THIS PART OF THE TABLE HITH ONOA _u'.a,I s' i t .�W 101 EFiI C f .. ` .8 C
I.THE JURISDICTION SHALL FILL IN THIS PART OF THE TABLE HITH THE 100-YEAR RETURN PERIOD AIR FREEZING INDEX(BF-DAYS)FROM FIGURE ." r-
4. THESE DRAWIN65 AND SPECIFICATIONS HAVE BEEN PREPARED BY THE DE5I6NER/ARCHITECT AND R405_15(2)OR FROM THE 100-YEAR(QQ PERCENT)VALUE ON THE NATIONAL CLIMATIC DATA CENTER DATA TABLE "AIR FREEZING INDEX-USA PAT OMETHOD(BASE 52 DEG.F)." ' (�TO THE BEST OF H15 KNOWLf:DGE AND BELIEF MEET THE REC UIREMENTS OF THE N.Y.S. ENERGY 1a """ ?' I -�THE JJRISDIGTION SHALL FILL IN THIS PART OF THE TABLE WITH THE MEAN ANNUAL TEMPERATURE FROM THE NATIONAL CLIMATIC DATA CENTER � .�a f'LY WITH ALL CODES OE
DATA TABLE OAIR FREEZING INDEX-USA METHOD(BASE 5216NA HIAWATHA■ • -� r T U-
CONSERVATION CONSTRUCTION CODE. IN ACCORDANCE WITH SECTION Rsol2.13,WHERE THERE IS LOCAL HISTORICAL DATA DOGUMIENTIN6 STRUCTURAL DAMAGE TO BUILDINGS DUE NEW YORK S I ATE & TOWN CODES 0
TO TOPOGRAPHIC WIND SPEED-UP EFFECTS,THE JURISDICTION SHALL FILL IN THIS PART OF THE TABLE WITH"YES.-OTHERWISE,THE V
J JR15DIGTION SHALL INDICATE "NO" IN THIS PART of THE TABLE. S I"i E O U I R E D F �L,/
5. CONTRACTOR SHALL EXERCISE GOOD JUDGEMENT IN ORDER TO MINIMIZE DAMAGE TO ANY EXISTING I. TN ACCORDANCE WITH FIGURE R5o1.2(4)A HHERE THERE IS LOCAL HISTORICAL DATA DOCUMENTING UNUSUAL HIND CONDITIONS,THE er - .0
JURISDICTION SHALL FILL IN THIS PART OF THE TABLE WITH'YES"AND IDENTIFY ANY SPECIFIC REQUIREMENTS.OTHERWISE,THE JURISDICTION a border W Z C
AREAS AND CONDITIONS. EXISTING WORK DAMAGED A5 A RESULT OF NEW GONSTRUGTION SHALL BE ''I SHALL INDICATE-No"IN THIS PART OF THE TABLE. Ston SOU HO
RESTORED TO THEIR ORIGINAL CONDITION, AT NO ADDITIONAL G05T TO THE OWNER. M.IN ACCORDANCE HITH SECTION RB01.2.LV,THE JURISDICTION 5HALL INDICATE THE WIND-BORNE DESSRIS HIND ZONE(S).OTHERWISE,THE T 1 Q
JURISDICTION SHALL INDICATE"NO IN THIS PART OF THE TABLE. �9 A G S TOWN PLANNIIN3 BOARD Q m �
L 5 1 0
6. DO NOT SCALE DRAWINGS, Y 4RITTEN DIMENSIONS 5UPER5EDE SCALED DIMENSIONS. (N•T.S.) REFERENCE STANDARD FOR DESIGN OF STRUCTURE uti pole _ _ _ _„_._..- - S SOUTHOLD ,�;NTRUSTE�S o
1)AMERICAN FOREST AND PAPER ASSOCIATION(AF a PA) 2015 EDITION g4 21'00" _ _ _ -- -----. �0 EC
1. DESIGNER/ARGHITECT HAS NOT BEEN RETAINED FOR ON SITE INSPECTION OR OBSERVATION OF HOOD FRAME CONSTRUCTION MANUAL. FOR ONE AND Two FAMILY DWELLINGS. _ r ^ �
in
v m
CONSTRUCTION. 8301.4 DEAD LDAD. THE ACTUAL WEIGHTS OF MATERIALS AND _ ♦♦ ��, � t
DESIGN LOADS: CONSTRUCTION SHALL BE USED FOR DETERMINING DEAD LOAD f..� . ; • . - L }.� � d;
8. DRAWINGS AND SPECIFICATIONS A5 IN57RUMEN75 OF SERVICE ARE AND SHALL REMAIN THE PROPERTY FLOOR EGUI�NN6IDERATION FOR THE DEAD LOAD OF FIXED SERVICE 3 � F _• r<- ry rP. . tb�0 •.
8301.5 LIVE LOAD. THE MINIMUM UNIFORMLY DISTRIBUTED LIVE 112.0 .�
OF THE DESIGNER/ARCHITECT WHETHER THE PROJECT FOR WHICH THEY ARE MADE 15 EXECUTED OR NOT. LIVE LOAD 40 Ib. ♦� t � ��� `� 1�J
LOAD SHALL BE A5 PROVIDED IN TABLE R301.5. -� N
THEY ARE NOT TO BE USED ON ANY OTHER PROJECTS OR SITES OR EXTENSIONS AND EXPANSIONS TO DEAD LOAD Io Ib. I ♦ tt ;
TABLE 8301.5 � „ , � � ��, , . �..,•
THI5 PROJECT EXCEPT BY WRITTEN AGREEMENT ALONG WITH APPROPRIATE COMPENSATION TO THI5 TOTAL LOAD • 5o Ib. MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS 1 O ` ti "
ARCHITECT. ROOF (IN POUNDS PER 50UARE FOOT) �, O E`"" E-` r T'
a /
GROUND SNOW LOAD 45 Ib. use LIVE , ■ IV �O ♦ tyct
Q. WHERE JOIST HANGERS OR STEEL FRAME CARRIERS ARE USED AND WHERE "TECO" TYPE CONNECTORS DEAD LOAD IO 1b. LOAD
WIND LOAD IO Ib. UNINHABITABLE ATTICS WITHOUT STORAGE b 10 0"
OR GUSSETS ARE GALLED FOR ON THESE DRAWINGS, ONLY FASTENERS RECOMMENDED BY THE SEISMIC UNINHABITABLE ATTICS WITH LIMITED 5TORA6E bg 20 1 <�,
MANUFACTURER ARE TO BE 1)5ED. CATEGORY "C" (EXEMPT HABITABLE ATTICS i ATTICS SERVED WITH FIXED STAIRS 30
BALCONIES(EXTERIOR) AND DECKS s 40 W O rel
BASED ON RESIDENTIAL FIRE ESCAPES 40
10. PROVIDE A STORM DRAINAGE SYSTEM FOR ALL ROOFS AND PAVED AREAS. CODE of "NEW YORK STATE° GUARDRAILS AND HANDRAILS d 200 h Cr CD \ ��,
SECTION 830122 (SEISMIC GUARDRAILS IN-FILL COMPONENTS t 50 h //� J N�
PROVISIONS) PA55ENSER VEHICLES 6ARA6E5 a 500 V,
11. TH15 DE5I6NER/ARCHITEGT SHALL NOT BE RE5PON51BLE FOR CONSTRUCTION MEANS ROOMS OTHER THAN SLEEPING ROOMS 40 << \'gyp \�O 0SLEEPING ROOMS 30 i • �j. � CD
METHODS, TECHNIQUES, 5EQUENGE5 AND PROCEDURES EMPLOYED BY CONTRACTORS IN THE STAIRS 4o c V J I \ �'� 0 ♦♦0
PERFORMANCE OF THEIR Wt�RK, AND SHALL NOT BE RESPONSIBLE FOR THE FAILURE OF ANY
A. MATED 6ARA6E FLOORS SHALL Be CAPABLE"OF SUPPORTING A 2,000-100UND LOAD APPLIED OVER A z
CONTRACTOR TO CARRY OUT WORK IN ACCORDANCE WITH H15 CONTRACT WITH THE OWNER. B• UNINHABITABLE ATTICSRWITHOVT STORAGE ARE THOM WARE THE CLEAR HEIGHT BETHMN JOISTS AND RAFTERS IS NOT 3'OX amp •P' �'
AND IN ACCORDANCE WITH THESE PLANS AND SPECIFICATIONS. MORE THAN 42 INCHES,o1�1Tw!R2 THERE ARE NOT THO OR MORE ADJACENT TRI ssEs HITH MM COWI&VRATIONS GO WpO � \ � (Op Q
CAPABLE OF ACCOMMOD I AN ASSUMED RE CTAN6LE 42 INGHCS BY 24 INCHES IN WIDTH,OR 6REATTER, � J
H REWI THE TRUSSES.THIS LIVE LOAD NEE=D NOT BE A°55 MM TO AGT 0.014 RENTLY HITH ANY OTHER LIVE \ O
G. INDIVIDUAL STAIR TREADS SHALL Be DESIGNED FOR THE UNIFORMLY DISTRIBUTED LIVE LOAD OR A 500-POUND
CONCENTRATED LOAD ACTING OVER AN AREA OF 4 SQUARE INCHES,WHICHEVER PRODUCES THE GREATER STRESSES.
}�� �I }�� D. A SINGLE CONCENTRATED LOAD APPLIED IN ANY DIRECTION AT ANY POINT ALONG THE TOP.
G01`15TRUGT101`I I`IOTE5 E. SEE SECTION RSO 1.I FOR DECKS AHOM EX TO EXTERIOR WALLS.
F. GUARD INFILL COMPONENTS(ALL THOSE EXCEPT THE HANDRAI(.),15AWST7WS AND PANCL FILLERS SHALL BE DESIGNeD TO I (J J
WITHSTAND A HORIZONTALLY APPLIED NORMAL LOAD oP 50 POUNDS ON AN AREA MWAL TO I SQUARE FOOT.THIS LOAD (�
TEED NOT BE ASSUMED TO AGT CONCURRENTLY HITH ANY OTHER LIVE LOAD REQUIREMENT. n, \ ��• I
6. UNINHABITABLE ATTICS WITH LIMITED STORAGE ARE THOM WHERE:THE CLEAR HEIGHT BETWEEN JOISTS AND RAFTERS IS V J
1. ALL ELECTRICAL WORK SHALL BE BOARD OF FIRE UNDERWRITERS APPROVED. NOT 6REATER THAN 42 INCHES,OR NwE�IRE THERE ARE THO OR MORE ADJACENT TRUSSES HITH res CONFIOURATION5 VJ'
CAPABLE OF ACCOMMODATING AN ASSUMED RECTANGLE 42 INCHES IN HE1614T BY 24 INCHES IN WIDTH,OR GREATER,
_0Q
WITHIN THE PLANE OF THE TRUSSES. �j
n Y
THE LIVE LOAD NEED ONLY Be APPLIED TO THOMPORTIONS OF THE J015TS OR TRUSS 1 23
• I 355 _ 1
2. ONGRETE FOOTINGS ARE TO REST ON FIRM VIRGIN SOIL. FOOTINGS ARE DESIGNED A55UMING A BOTTOM CHORDS ALL OF THE FOLLOHIN6 CONDITIONS ARE MST, ,V
I. THE ATTIC AREA IS AGGI:S515LE FROM AN OPENING NOT LESS THAN 20 INCHES IN HIDTH BY 50 INC+ft IN LENGTH L. / LU
MINIMUM OF (2) TON PER 50. FT. 501E BEARING CAPACITY, SUBJECT TO TESTS, IN5PEGTION AND THAT IO LOCATED WHERE THE CLEAR HEIGHT IN THE ATTIC 19 NOT LESS THAN so INCHES. - O
'__.;' 1 �j
VERIFICATION. 2.HORIZONTAL OF THE JOISTS OR TRUSS BOTTOM CH0RD5 ARE NOT 6RE_ATER THAN 2 INCHES VERTICAL TO 12 UNITS --- '-, ;_� '�\`! 1 GGGG"...
5.REQUIRED INSULATION DEPTH 15 LE-55 THAN THE JOIST OR TRU55 BOTTOM CHORD EVER DEPTH. 8.O --_-___ _--- -- O Z �-
TIE REMAINING PORTIONS OF THE JOISTS OR TRUSS BOT(OM CHORDS SHALL BE DE516NED FOR A UNIFORMLY CTI % i1�
DISTRIBUTED CONCURRENT LIVE LOAD OF NOT LE55 THAN 10 POUNDS PER SQUARE FOOT. '�� ^ Q
5. CONCRETE 15 TO BE 3000 L.B5. PER 50. INCH COMPRESSIVE STRENGTH AT 28 DAYS. ALL H. &LAZING USED IN HANDRAIL ASSEMBLIES AND GUARDS SHALL BE DESI6EED WITH A SAFETY FACTOR OF 4.THE SAFETY I nd \I\I�\M to
I I m 1�
FACTOR SHALL BE APPLIED TO EACH OF THE CONCENTRATED LOADS APPLIED TO THE TOP OF THE RAIL,AND TO THE '� i I
WORK TO BE IN ACCORDANCE WITH A.G.I. STANDARDS. GOAD ON THE INfilu COMPONENTS,THESE LOADS SHALL ESE DETERMINED IrEDEP&VENr OF ONE ANOTHER,AND LOADS ,, " r O�O��-G v,
ARE ASSUMED NOT TO OCCUR WITH ANY OTHER LIVE LOAD. r ;, $•5
2 Ii � V
4. STRUCTURAL STEEL TO BE A-36 FABRICATED AND ERECTED ACCORDING TO THE A.1.5.0, CODE. ;� N tl 00 �' w
GENERAL NOTES: p 1� a•c' I EGA 1 Q E-- to
5. STRUCTURAL LUMBER TO BE MINIMUM 1100 P.S.I. IN BENDING UNDER NORMAL LOADING, HEM-FIR Z 1 ® N I' I z 1•U
I. ALL MATERIALS, ASSEMBLES, CONSTRUCTION AND EQUIPMENT SHALL CONFORM TO THE ♦ ^ p
OF DOUGLA5 FIR TO BE USED. INTERNATIONAL RESIDENTIAL CODE FOR ONE AND TWO FAMILY DWELLINGS, 2015 EDITION. LL
_1111 ` W III I0 v J jd7 O
2. WORKMANSHIP SHALL CONFIRM To GENERALLY ACCEPTED 600D PRACTICE IN THE �C 14-
6. DOUBLE J015T5 UNDER PARTITIONS THAT RUN PARALLEL TO SAME DOUBLE J015T AND RAFTERS APPLICABLE TRADES. r- prop• �'
AROUND ALL OPENINGS. 3. ALL DIMENSIONS SHALL BE CHECKED IN FIELD BY CONTRACTOR PRIOR TO ORDERING O tanK I _
MATERIALS OR COMMENCING CONSTRUCTION FIELD VERIFIED DIMENSIONS SHALL TAKE .� I J
PRECEDENCE OVER SCALING, NOTIFY ARCHITECT OF CONFLICTS. I ;I I D- O
1. ALL HEADERS ARE TO BE (2) 2X8'5 UNLESS OTHERWISE INDICATED. HEADERS TO REST ON 4. ALL CONCRETE SHALL BE MINIMUM Fe= 3p00 Psl STRENGTH AT 28 DAY TEST. O 70
DOUBLE STUD POSTS, EACH 13EARING SIDE. PROVIDE 50LID VERTICAL SUPPORTS UNDER ALL � T
(NOTE ALL EXTERIOR CONCRETE STEPS AND GARAGE SLABS SHALL BE MINIMUM Fan 3,500 P51 0-� 0 1 .6 - 7,
BEAMS. STRENGTH AT 28 DAY TESTS �--
{-
5. ALL FOOTIN65 SHALL BEAR ON UND157URSED SOIL HAVING A MINIMUM BEARING CAPACITY T ...� O
8. FLOOR FRAMING TO BE REINFORCED WITH 5/4x3 WOOD GROSS BRIDGING AT M105PAN AND of 3poo L.B. PER S.F. Z O �
�� :b. ALL PLUMBING SHALL BE IN ACCORDANCE WITH 2015 INTERNATIONAL RESIDENTIAL BUILDING 1 �\
MAXIMUM 5PAGING OF 8-0 O.G. CODE. AND LOCAL CODES.
CD
'1. ELECTRICAL SHALL BE IN ACCORDANCE WITH N.E.S. AND CERTIFIED BY N.Y.S. BOARD OF FIRE "� -�' O
UNDERWRITERS. N O m
1. TIES; UNLE55 5HOWN OTHERWISE, AUXILIARY RAFTER TIES SHALL BE 2x45 ® I6�� O.G. TIED BACK .J .� c? O �7 N ��
TO A MINIMUM Of (3) CEILING BEAMS WHEN SUCH BEAMS AND RAFTERS ARE PERPENDICULAR TO b. ALL LUMBER SHALL BE DOU&LAS/FIR No. 2 OR BETTER, MIN. Fb=6'15 P.5.1. UNLE55 OTHERWISE n O ..� `��� \ 1 p
NOTED.
EACH OTHER. N CD O -
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9. ALL STRUCTURAL HEADERS TO BE (2) 2 xb RW
UNLE55 OTHEISE NOTED. 1 p- nG
10. ALL FRAMING SHALL BE DOUBLED UNDER PARTITIONS, POSTS AND AROUND ALL OPENIN65. I 4.0 5. 1 v
10. ALL WINDOWS TO HAVE STRUCTURAL SUPPORT MULLIONS UNLE55 OTHERN15E NOTED. (5EE NOTES It. ALL HVAC EQUIPMENT SHALL MEET REQUIREMENTS OF THE 2015 INTERNATIONAL ENERGY 4 1 REVISIONS
BELOW FOR TYPE AND MANUFACTURER). CONSERVATION CODE REQUIREMENTS. 4E
12. HABITABLE SPACE MUST MEET EGRESS REQUIREMENTS PER INTERNATIONAL RESIDENTIAL S
11. ALL WOOD OR STEEL PO5TS ARE TO BE PROPERLY BRACED AND ANCHORED. BUILDING GODS SECTION 83102.1 MIN. 5 S.F. OPENING ON FIRST FLOOR WITH 20" MIN. WIDTH 8.3 halt driveway
AND 24 MIN. HEIGHT, 5.7 S.F. ON THE 2nd FLOOR, AND HAVE A SILL HEIGHT NOT MORE THAN I I asp
44 INCHES ABOVE FINISHED FLOOR. I "J NJ
12. ALL FLOOR JOISTS SUPPORTING BATHROOMS AND KITCHEN AND LAUNDRY EQUIPMENT TO BE 13. WINDOWS AND DOORS SHALL BE WEATHER STRIPPED AND CAULKED. iN }-
SPACED AT 12" O.G. MINIMUNI• 14. USE SAFETY &LASS ON ALL WINDOW5 IN TUB OR SHOWER ENCLOSURES WITH SILL HE16HT LESS N►pOd deck 9C.9
0° �- 1
THAN 6011 ABOVE FIN15H FLOOR A5 PER 2015 INTERNATIONAL RESIDENTIAL BUILDING CODE
SECTION R-308 3 R-306.45. C3�
3 E ht.
13. ALL WINDOW5 AND GLA55 L'OOR5 TO HAVE INSULATED GLA55 Of MAX. .5a U. VALUE. 15. 6LAZIN& SHALL CONFORM TO 2015 INTERNATIONAL RESIDENTIAL BUILDING CODE SECTION R-308. 1 C,J I -0
14. HEATING 5Y5TEM SHALL BE CAPABLE OF MAINTAINING A 10 DEG. F INTERIOR TEMPERATURE 1 garage , m L
WHEN 0 DEG. F OUTSIDE WITH A 15 M.P.H. WIND. DECK DETAILS MOTE USE TRIPLE ZING CONNECTORS) 2'� :.� O Stone border 1 O
Rpl, 1
15. ENTRANCE DOORS ARE REQUIRED TO HAVE A CERTIFIED U. VALUE OF .40 OR BETTER. LP�E 24'3
RAILING
G °. o' OI stone , ���°° �'y"=o +
16. A SINGLE STATION SMOKE DETECTOR ALARM DEVICE SHALL BE INSTALLED ON THE GEILIN , c . m
ADJACENT TO THE 5LEEPING SPACES IN ACCORDANCE WITH THE N.Y.5. CODE 111.5 'O POST O Crp brick curb o _ �,._. - , �e, te 0
oil
11. ANY FIREPLACES TO HAVE FRESH AIR INTAKE AND TEMPERED GLASS DOORS PER N.Y.5. CODE. 2'MINIMU
SIDECOVE ;:• Simpson Strong-Tie O NEY+1.(O�
TOWN-CITY OR VILLAGE ZONING LAWSr.--
"R Simpson Strong-Tie
Simpson Strong-Tie PG - - �C DRAWN BY: J. TURNER
16. ANY VARIANCE OR SPECIAL EXCEPTION REQUIRED FOR THE CONSTRUCTION ACCORDING TO ABU44 - _ 2pen _ ,EAN -TF GE SCALE: AS S
THESE PLANS 15 THE 50LE RESPONSIBILITY OF THE OWNER Simpson Strong-Tie g-1=j'�-3- 00„ CAPUANO GHK'D BY:
' Vq
DBTI S �ANp NI OT 65
11. WHERE MECHANICAL EQUIPM1:NT OR PIPING PENETRATE OR INTERFERE WITH STRUCTURAL FRAME, "�'AX L DATE: OS/23/Iq
REINFORCE FRAME AROUND OR ADJACENT TO INTERFERENCE AS REQUIRED TO MAINTAIN SHEET NUMBER
STRUCTURAL INTEGRITY OF WALL5, FLOORS, GEILING5, ROOFS, ETC. • JOIST
0
O
20. COMBU5TION AIR SUPPLY FOR FIREPLACE: "TECO" JOIST HANGER FL07
PROVIDE AIR INTAKE WITH DAMPER, PER CODE, FOR OUT5IDE AIR, CONSTRUCTED OF FLAN
LEDGER
NONCOMBUSTIBLE MATERIAL INSTALLED TO PREVENT BACK-FLOW OF FIRE AND SECURE TO STRUCTURE w/ 1/2% LAG BOLTS a 16" O.C.
PRODUCTS OF COMBUSTION 'THROUGH INTAKE.
JOB #: DDG-m-0036
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PEIS< PLAN PROPOSED DECK AREA = 505 5.F. Lu --1
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SCALE: 1/-4"=I'-C" J 6 _
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11 I—oi — — — NEW Q
4"x4" AGQ POST ON UVJ
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AREA WAY -------I--- �-
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1 TY\/EK OR EQUAL fL
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N I 2 X 4 WD. STUDS @16" O.G. IO
(2)2"x 10" AGQ GDR I 5/4" DECKING I NSUL. T_ 1V
EXT'6 5/4" T. G. SUB FLOOR O A
AREA WAY I O 2x8 AGQ D.J. ® 16 O.G. 2 X 8" F.J. @ 16" O.G. O
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REVISIONSBASEMENT d
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:2"X5" AGQ WD. LEDGER
® EA. JOIST INSUL.
W/ 5/5" DIA. LAG BOLTS EXT'G 8" P. GONG
5TA66ERED 24" O.G. FOUNDATION WALL 2"X8" AGQ Al:). LEDGER
W/ 5/8" DIA. LAG BOLTS (2)2"xl0" AGQ GDRL$
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5TA66ERED 24" O.G. — — — — 1 mldJ NI<5/5" DIA. LAG BOLTS 5 A S D�E I �T
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(2) "x10" AGQ GDR (2)2"x 10" ACa GDR — — — — — — —— — — — — — — GF NEW*4
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HK'D BY:
DATE: 08/23/Iq
DETAIL 1 1 2 1 1 st•Ir NUN1
SCALE: 1/2"= 1 '—O"
DECK FOUNDATION PLAN PROPOSED DECK AREA = 505 S.F.
SCALE: I/4"=I'-o" JOB #: DDG-H-0036