HomeMy WebLinkAbout47579-Z �o�OSUFFa1 Town of Southold 4/30/2022
a P.O.Box 1179
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co x 53095 Main Rd
oy o� Southold,New York 11971
CERTIFICATE OF OCCUPANCY
No: 43027 Date: 4/30/2022
THIS CERTIFIES that the building ALTERATION
Location of Property: 1895 Marys Rd.,Mattituck
SCTM#: 473889 Sec/Block/Lot: 139.4-2.1
Subdivision: Filed Map No. Lot No.
conforms substantially to the Application for Building Permit heretofore filed in this office dated
2/18/2022 pursuant to which Building Permit No. 47579 dated 3/22/2022
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 to an existing 4 bedroom single family dwelling as applied for.
The certificate is,issued to Cifuentes,Rodulfo
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL
ELECTRICAL CERTIFICATE NO.
PLUMBERS CERTIFICATION DATED
Aut ri ed S' n ture
� suFFoto TOWN OF SOUTHOLD
BUILDING DEPARTMENT
TOWN CLERK'S OFFICE
�y • o� 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#: 47579 Date: 3/22/2022
Permission is hereby granted to:
Cifuentes, Rodulfo
143 E 97th St Apt 5W
New York, NY 10029
To: construct alterations to existing single-family dwelling as applied for with flood permit.
At premises located at:
1895 Marys Rd., Mattituck
SCTM #473889
Sec/Block/Lot# 139.-4-2.1
Pursuant to application dated 2/18/2022 and approved by the Building Inspector.
To expire on 9/21/2023.
Fees:
SINGLE FAMILY DWELLING ADDITION OR ALTERATION $200.00
CO-ALTERATION TO DWELLING $50.00
Flood Permit $100.00
Total: $350.00
Building Inspector
hO�aq SOUIyO� -
# # TOWN OF SOUTHOLD BUILDING DEPT.
631-765-1802
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PLBG.
[ ] F NDATION 2ND [ ] INSULATION/CAULKING
[ FRAMING /STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] PRE C/O j RENTAL
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REMARKS: t s qo�
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DATE qhl INSPECTOR
FIELD INSPECTION REPORT DATE COMMENTS
FOUNDATION(1ST) .�y
--------------------------------
FOUNDATION (2ND)
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ROUGH FRAMING& y
PLUMBING
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INSULATION PER N.Y. H
STATE ENERGY CODE
FINAL !
ADDITIONAL COMMENTS
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��osuFFatk�oG TOWN OF SOUTHOLD—BUILDING DEPARTMENT
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Town Hall Annex 54375 Main Road P. O. Box 1179 Southold NY 11971-0959
Telephone (631) 765-1802 Fax (631) 765-9502 https://www.southoldtownnygov
Date Received
APPLICATION FOR BUILDING PERMIT
For Office Use Only n
PERMIT NO. Building Inspector: ® E C E
Applications and forms must be filled out in their entirety.Incomplete FEB 1 8 2022
applications will not be accepted.-Where the Applicant is not the owner,an BUILDING utPT.
Owner's Authorization form(Page 2)shall be completed. TOWN OF SOUTHOLD
Date: A—?--r—
OWNER(S)
?—ZOWNER(S)OF PROPERTY:
Name: SCTM#1000- �.. C�4® _ _—.® Z• .1_,_�__ __ ._._._P..._.
Project Address: N�-- .5__ �.- _- At-j_J.tP�._. YT .__f[9_ �-_z____._-_
Phone#: 67 7 Z Email:
Mailing Address:
CONTACT PERSON:
Name: L-
MailingAddre :
_ss�-_
Phone#: Email:
DESIGN PROFESSIONAL INFORMATION-
Name_'__-. �.1 �_.
Mailing Address: S L
Phone#: Email:
CONTRACTOR INFORMATION:'
Name: —
Mailing Address:
Phone#: Email:
DESCRIPTION OF PROPOSED CONSTRUCTION
El New Structure ❑Addition Xk1teration ❑Repair ❑Demolition Estimated Cost of Project:
Mother tes
ill the lot be re-graded? ❑Yes 5.No Will excess fill be removed from premises? o
1
PROPERTY INFORMATION
Existing use of property: RF;S, �AMe�_ Intended use of property:�REc,
Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to
R_110 this property? ❑Yes IgNo IF YES, PROVIDE A COPY �-
Ji Check Box After Reading: The owner/contractor/design professional is.responsible for all drainage and storm water issues as provided by-
Chapter
yChapter 236 of the Town Code. 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,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(s)for necessary inspections.False statements made herein are
punishable as a Class A misdemeanor pursuant to Section 210.45 of the-New York State Penal Law.;
Application Submitted By(print name): �yi� ��� � thorized Agent Downer
Signature of Applicant .Date: _r TS
STATE OF NEW YORK)
SS:
COUNTY OF AjFf°o`-LL )
�%'rF'-' L, 4ra C_ being duly sworn,deposes and says that(s)he is the applicant
(Name of individual signing contract)above named,
(S)he is the isd i
(Contractor,Agent,Corporate Officer,etc.)
r
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/her knowledge and belief; and
that the work will be performed in the manner set forth in the application file therewith.
Sworn before me this
g_+hday of FdOrUa-rV 2022
otary Public
TRACEY L. DWYER
NOTARY PUBLIC,STATE OF NEW YORK-
900
PROPERTY OWNER AUTHORIZATION IED IN SUFFOLK
QUALIFIED IN SUFFOLK COUNTY
(Where the applicant is not the owner) COMMISSION EXPIRES JUNE 30,21�&a
I, residing at
do hereby authorize to apply on
my behalf to the Town of Southold Building Department for approval as described herein.
Owner's Signature' Date
Print Owner's Name
2
oSufFot,r.�oG- TOWN OF SOUTHOLD—BUILDING DEPARTMENT
y_ y= Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959
Telephone (631) 765-1802 https://www.southoldtownny.gov
Floodplain Development Permit Application
PROPERTY INFORMATION;" Flood Zone: A � FIRM Panel: 3bIo3C0�#g► (.( SCTM#1000- i 39-04- 2, 1
Address: `SCit; P&IS Ris Tow.► as- 5u-.-r �6e S1
City: M All l 1 l!C Zip:
CONTACT PERSON: . Name: Q,tFUPhone#: T7-
Mailing Address:
PROJECT DESCRIPTION: 0Pgrlk N WA(.L NWSF—
SECTION A:STRUCTURAL DEVELOPMENT(CHECK ALL THAT APPLY)
Type of Structure Type of Structural Activity
C9 Residential(1 to 4 families) ❑New structure
❑Residential(more than 4 families) ❑Demolition of existing structure
❑ Combined use ❑Replacement of existing structure
❑Non-residential ❑Relocation of existing structure
❑ Elevated ❑Addition to existing structure
❑ Flood proofed(attach certification) LSI Alteration to existing structure
❑Manufactured Home ❑ Other:
❑Located on individual lot
❑Located in manufactured home park
SECTION B: OTHER DEVELOPMENT(CHECK ALL THAT APPLY)
❑Clearing of trees,vegetation or debris ❑ Mining ❑ Grading ❑ Drilling ❑ Dredging
❑ Connection to public utilities or services ❑ Paving ❑ Placement of fill material
❑ Drainage improvement(including culvert work) ❑ Roadway or bridge construction
❑ Fence or wall construction ❑Watercourse alteration (attach description)
❑ Excavation (not related to a structured development) ❑ Other development not listed (specify):
By signing below I agree to-the terms and conditions_of this permit and certify to the best of my knowledge the information contained
in this application is true and.;accurate. Iunderstand that no work may start until a permit is issued.The permit may be revoked if any
false statements.are made herein.If revoked,all work must cease until permit is re-issued.Development shall not be used or occupied
until a Cert:of Compliance is issued.The permit will expire if no work is commenced.within one year of issuance.Other permits may be
required to fulfill regulatory.requirements.Applicant gives consent to local authority or representative to make reasonable inspections
to verify compliance.
Application Submitted By(print name): ';3/ tf ®, Va141L_
Signature of Applicant: ZA42—
Date: 03 -051 ZZ
Building Department Application
AUTHORIZATION
(Where the Applicant is not the Owner)
I, / /�% L./ G g at residing / 1
-�
(Print property owner's name) (Mailing Address)
/?fi d►' � �.2 do hereby authorize -BRI=IT KE M L
(Agent)
to apply on my behalf to the
Southold Building Department.
2117 �2
Owner's S' e) (Date)
(Print Owner's Name)
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GENERAL NOTES: /
SAFETY NOTES: RESIDENTIAL RENOVATION & CONSTRUCTION
� R A C T 0 R N T E SGeneral Notes:
;.
/ 1 . GENERAL: ALL WORK TO BE COMPLETED IN ACCORDANCE WITH THE TOWN OF SOUTHOLD, NEW YORK, 2020 RESIDENTIAL CODE OFj�
Wood: NEW YORK, AND REGULATIONS OF ALL OTHER AGENCIES HAVING JURISDICTION. �-
1. All studs to be SPF #2 or better, and all other structural wood to be Douglas Fir/Lcrch #2 or better. , _ _
-.EP!',�R�,!_ NOTES:
2, FIRE SAFETY:
1
2. All structural wood shall be in accordance with the national design specifications for wood construction - latest edition. jV��� ry
1 - ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE TOWN OF SOUTHOLD, SUFFOLK COUNTY, NEW YORK, 2020 RESIDENTIAL A. ALL BUILDING MATERIALS WHICH ARE STORED AT THE SITE OR ANY AREA OF THE BUILDING ARE TO BE STORED IN A KEHL DESIGN ASSOCIATE)_ILC__
CODE OF NEW YORK, FIRE DEPARTMENT RULES AND REGULATIONS, UTILITY COMPANY REQUIREMENTS, AND THE BEST TRADE 3, Nailing schedule shall be in accordance with the specified code. B. LOCKED AREA.
residential & commercial design • consulting �
PRACTICES.
2 4. Pre-manufactured trusses. C. ALL MATERIALS TO BE STORED IN AN ORDERLY FASHION
E',EFORE COMMENCING WORK, THE CONTRACTOR SHALL FILE ALL REQUIRED INSURANCE CERTIFICATES WITH THE DEPARTMENT OF a. All trusses shall be "shaped" as shown on architectural cross sections.
b. Trusses shall bear a Boca number and shall be manufactured b a registered manufacturer. D. ALL FLAMMABLE MATERIALS TO BE KEPT TIGHTLY SEALED IN THEIR RESPECTIVE MANUFACTURER'S CO SU M PO.Box 1675 phone: (63143' 9 'c'
BUILDINGS, OBTAIN ALL 'REQUIRED INSURANCE CERTIFICATES WITH THE DEPARTMENT OF BUILDINGS, OBTAIN ALL REQUIRED PERMITS, Y 9 �� L�fUI��
AI`ID PAY ALL FEES REQUIRED BY THE GOVERNING BODY OF THE TOWN OF SOUTHOLD, NEW YORK, AGENCIES MATERIALS ARE TO BE KEPT AWAY FROM HEAT.
&i Southold,New York 11971 E-Mail: ssbn6549^ptoc'ine.n=
3 5, Erect and brace trusses in accordance to truss plate institute recommendations. E. ALL FLAMMABLE MATERIALS TO BE USED AND STORED IN ADEQUATELY VENTILATED SPACE. CO"'!'SLY WITH CHAPTER ', 3'
��1r� :J
IIINOR DETAILS NOT USUALLY SHOWN OR SPECIFIED, BUT REQUIRED FOR PROPER CONSTRUCITON OF ANY PART OF THE WORK FLOOD DAMAGE PREVENT �NKehl Design,Associates,LLC®formerly DAKAssociates,uC
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,HALL BE 'CLUDED AS IF THEY WERE INDICATED IN THE DRAWINGS. 6. Plywood sheathing. F. ALL ELECTRICAL POWER TO BE SHUT OFF WHERE THERE ARE EXPOSED CONDUITS, SOUTHOLD TOWN CODE. ,- ,,
1. a. All plywood shall be in accordance with the American Plywood Association (APA) specifications.
THE CONTRACTOR SHALL COORDINATE ALL WORK PROCEDURES WITH THE STIPULATIONS OF LOCAL AUTHORITIES, AND OWNER. G. ALL ELECTRICAL POWER IN THE CONSTRUCTION AREA TO BE SHUT OFF AFTER WORKING HOURS. UWNLkSHIF & USE OF UOCUMLNis: """'`
b, Plywood sheathing shall be continuous over two or more spans with grain of face plys across supports
5• corporation or equal. CONTRACTOR, AT ALL TIMES, TO ENSURE THERE IS NO NATURAL GAS LEAKAGE IN THE BUILDINGS, OR ANY FLAMMABLE These drawings and specifications including the
THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL CONDITIONS AND MATERIALS WITHIN THE PROPOSED
CONSTRUCTION AREA. THE CONTRACTOR SHALL DESIGN AND INSTALL ADEQUATE SHORING AND BRACING FOR ALL STRUCTURAL OR GAS TO BE USED DURING CONSTRUCTION. ideas, design and arrangements represented
REMOVAL TASKS. THE CONTRACTOR THE CONTRACTOR SHALL HAVE SOLE RESPONSIBILITY FOR ANY DAMAGE OR INJURIES CAUSED BY All sills shall be pressure preservative treated (.4 PSF retention) SYR #2 or better. therein, are the property of KEDESIGN
ASSOCIATES, LLC. No part thereof
shall be
OR DURING THE EXECUTION OF THE WORK. 8. Design values:
3. DUST CONTROL: copied, disclosed to others or used in connection
6. a. Framing Lumber: DF (north) No. 2 or better with any work or project other than fnr which
THE CONTRACTOR SHALL LAY OUT HIS OWN WORK, AND SHALL AND SHALL PROVIDE ALL DIMENSIONS REQUIRED FOR OTHER TRADES: E 1 ,600,000 PSI
A. DEBRIS, DIRT AND DUST TO BE KEPT TO A MINIMUM AND CONFINED TO THE IMMEDIATE CONSTRUCTION AREA, they have been prepared without written c,-nsFnf_
=
PLUMBING, ELECTRICALS, ETC. Fv = 95 PSI B. CONTRACTOR TO ISOLATE CONTRUCTION AREA FROM OCCUPIED BUILDING AREA BY MEANS OF TEMPORARY PARTITIONS OR '
7. Fb - 825 PSIt �i''1'tL1ift,0 I
PLUMBING WORK SHALL BE PERFORMED BY PERSONS LICENSED IN THEIR TRADES, WHO SHALL ARRANGE FOR AND OBTAIN THROUGH C. HEAVY DROP CLOTHS.
SHE DEPARTMENT OF BUILDINGS ALL REQUIRED PERMITS, INSPECTIONS AND REQUIRED SIGN OFFS. 9, Design values: DEBRIS, DIRT, AN DUST Ta BE CLEANED UP AND CLEARED FROM THE BUILDING SITE PERIODICALLY TO AVOID EXCESSIVEDATE: o� ,p
8. a. Laminated Veneer Lumber (LVL): J�/� -C
ACCUMULATION. ,►� ----_ __.
ELECTRICAL WORK SHALL_ BE PERFORMED BE PERSONS LICENSED IN THEIR TRADES, WHO SHALL ARRANGE FOR AND OBTAIN FEE: ra
-i FIROUGH THE BUREAU OF ELECTRICAL CONTROL ALL REQUIRED PERMITS, INSPECTIONS AND REQUIRED SIGN OFFS. E = 1 ,900,000 PSI
NOTIFY =JILCILJu -�`_`='aRTn.1ENT AT COMPLY WITH ALL CODES OF
Fv = 285 PSI 4. NOISE AFTER HOURS: 765-1802 SAM TO AFP,' FOR THE
9• Fb = 2600 PSI
HE CONTRACTOR SHALL DO ALL CUTTING, PATCHING, REPARING AS REQUIRED TO PERFORM ALL OF THE WORK INDICATED ON THE ,PILE, NEW YORK STATE & OWN COD::
FOLLOW' .a IN �," O RP AS REQUIRED AND G NDITIONS t ,'F
33
DRAWINGS, AND ALL OTHER WORK THAT MAY BE REQUIRED TO COMPLETE THE JOB. KEHL DESIGN ASSOCIATES, LLC. NOTE A. CONSTRUCTION OPERATIONS WILL BE CONFINED TO NORMAL WORKING HOURS: 8AM TO 6PM, MONDAY TO FRIDAY, 1, FOUN ,TION - TJ14�0 REQUIFIED + �
" I�. B. EXCEPT LEGAL HOLIDAYS. FOR P URED CONCRETE I
/,LL PI?INC AND WIRING SHALL BE REMOVED TO A POINT OF CONCEALMENT AND SHALL BE PROPERLY CAPPED OR PLUGGED. KEHL DESIGN ASSOCIATES LLC, AND THERE ASSOCIATED ENGINEER ARE NOT OVERSEEING THE CONSTRUCTION OF THIS BUILDING. $G h `vtlL'1 "--
1 THE USE OF THESE DRAWINGS BY ANY CONTRACTOR, SUBCONTRACTOR, BUILDER, TRADESMAN OR WORKER SHALL INSTIGATE A HOLD CONTRACTOR MUST OBTAIN WRITTEN PERMISSION FROM ALL AFFECTED PARTIES TO WORK OTHER THAN REGULAR HOURS2. R 0 U G, FRA71MING & PLUMBING
ALL DIMENSIONS ARE ESTABLISHED FROM THE FINISH LEVEL OF THE FIRST FLOOR. VARIATIONS TO THE HEIGHT OF THE FINISH LEVEL HARMLESS AGREEMENT BETWEEN THE DRAWING USER AND KEHL DESIGN ASSOCIATES LLC. 3. INSUL ION Svhlr..'L��Ir
"d13P0 D
OF THE FIRST FLOOR ARE TO BE REVIEWED FOR APPROVAL BY THE OWNER AND KEHL DESIGN ASSOCIATES LLC. NO CONSTRUCTION
5 CONSTRUCTION OPERATIONS WILL NOT INVOLVE INTERRUPTION OF HEATING, WATER, OR ELECTRICAL SERVICES TO THE OWNER. 4. FINAL CONSTr?L;�;TION MUST SIU ^'T%,UA IRUSTEES
WILL BE ALLOWED TO COMMENCE UNTIL THIS HEIGHT IS APPROVED. THE USER SHALL IN FACT AGREE TO HOLD KEHL DESIGN ASSOCIATES LLC. HARMLESS FOR ANY RESPONSIBILITY IN REGARD TO CONSTRUCTION WORK WILL BE CONFINED TO THE WORK ISSUED, AND WILL NOT CREATE DUST, DIRT, OR OTHER SUCH BE COI PLE" FCS: C 0.
2. CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES AND FOR ANY SAFETY PRECAUTIONS AND PROGRAMS INCONVENIENCES TO THE OTHER NEIGHHBORS. ALL CON RUCT1r,h1 SHALL MEET THE
THE CONTRACTOR IN COORDINATING THE WORK WILL REPORT ANY DISCREPANCIES TO THE ENGINEER'S ATTENTION FOR IMMEDIATE IN CONNECTION WITH THE WORK AND FURTHER SHALL HOLD KEHL DESIGN ASSOCIATES LLC. HARMLESS FOR COSTS AND PROBLEMS REQUIREN :NTS OF THE CODES OF NEW
FESOLUTION. ARISING FROM THE NEGLIGENCE OF THE CONTRACTOR, SUBCONTRACTOR, TRADESMAN, OR WORKMAN. THE USE OF THESE DRAWINGS 6 SPECIAL SAFETY NOTES YORK ST . E. NOT RESPONSIBLE FOR
5, ALSO IMPLIES THAT KEHL DESIGN ASSOCIATES LLC. SHALL TAKE NO RESPONSIBILITY FOR THE PLAN USER'S FAILURE TO CARRY OUT pp��
THE CONTRACTOR WILL COORDINATE THE ROUTING AND PLACEMENT OF ALL UTILITY LINES WITH THIS AND RELATED SITE WORK, AND THE WORK IN ACCORDANCE WITH THE DRAWING OR CONTRACT DOCUMENTS. ALL CONTRACTORS AND THEIR REPRESENTATIVES WORKING ON THIS PROJECT SHALL AT ALL TIMES PRIOR AND DURING THE COURSSI N O'1 CONSTRUCTION ERRORS. OCCUPANCY(PANCY On
HE WILL BE RESPONSIBLE FOR ALL DISCONNECTIONS, RECONNECTIONS, AND STARTUPS. OF THEIR ACTIVITY BE RESPONSIBLE FOR THE SAFETY OF THEIR EMPLOYEES AS WELL AS OTHERS AND IN THE CARE OF THE V T ("�
- DOCUMENT NOTES PROPERTY. EACH AS REPRESENTATIVES OF THEIR EMPLOYEES SHALL ASCERTAIN THAT THE CONDITIONS UNDER WHICH THEY WILL BE
ELECTRICAL USE IS UNLAWFUL
'-!IE CONTRACTOR WILL COORDINATE THE ROUTING AND PLACEMENT OF ELECTRICAL, PLUMBING, AND HVAC EQUIPMENT WITH THESE CONSTRUCTION DOCUMENTS HAVE BEEN PREPARED BASED ON INFORMATION PROVIDED BY OTHERS ALSO, THE CLIENT AGREES, REQUIRED TO ACCOMPLISH THEIR WORK ARE SAFE WITHIN GOOD SAFETY PRACTICES AND MEET ALL CONCERNED REGULATIONS OF ,,y
THE OCCUPATIONAL SAFETY AND HAZARD ACT OR OTHER GOVERNING REGULATIONS. THE BEGINNING OF WORK BY A CONTRACTOR I�`r ""•�'�i0� REQUIRED 1�!►ITIJ
PCHITECTURAL FEATURES AND STRUCTURE. ANY CONFLICTS WILL BE BROUGHT TO THE ENGINEER'S ATTENTION FOR IMMEDIATE TO THE FULLEST EXTENT OF THE LAW, TO INDEMNIFY AND HOLD KEHL DESIGN ASSOCIATES, LLC. HARMLESS FROM ANY CLAIM, SHALL INDICATE SATISFACTION CONCERNING SAFETY AND FULL RESPONSIBILITY FOR ACCIDENTS OR DAMAGE. IF UNSATISFIED, THE WORK NOTES: O1TWCERTIFICl�T;.
F ESOLUTION. LIABILITY OR COST INCLUDING REASONABLE ATTORNEY'S FEES AND COSTS OF DEFENSE, FOR THE INJURY OR ECONOMIC LOSS
ARISING OR ALLEGEDLY ARISING OUT OF THE PROFESSIONAL SERVICES PROVIDED UNDER THIS AGREEMENT. CONTRACTOR SHALL INDICATE WHATEVER ACTION NECESSARY, OR RENDER SAFETY CONDITIONS FOR LIFE AND PROPERTY AS ARE OF OCCUPAN'cy
RELATED TO HIS ACTIVITY. IF THE WORK OF OTHER PARTIES OUTSIDE OF THE ORGANIZATION IS UPON INSPECTION FOUND AT ANY v T
TIME TO BE UNSAFE, HE SHOULD STOP WORK IMMEDIATELY AND NOTIFY THE GENERAL CONTRACTOR, KEHL DESIGN ASSOCIATES LLC,
CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA OR OWNER. THE BEGINNING OF WORK SHALL INDICATE SATISFACTION WITH ('ONDITIONS AND ACCEPTANCE OF THESE REQUIREMENTS.
zourio WIND SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE SHIELD ALL STRUCTURES TO CONFORM WITH THE 2020 RESIDENTIAL CODE 7 PROVIDE SINGLE OR MULTIPLE-STATION SMOKE ALARMS AS WELL AS CARBON MONOXIDE DETECTORS SINGLE AND MULTIPLE-STATION
SOT FCR
I SNOW DESIGN FROST LINE DESIGN UNDERLAY- FLOOD WIND EXPOSURE OF NEW YORK STATE SECTION R301.2.1.2 PROTECTION OF OPENINGS. IN ACCORDANCE WITH CHAPTER 3, SECTION R314 OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE. � '� �
_GAD -FIFED (m h CATEGORY WEATHERING DEPTH TERMITE DECAY TEMP. MENT REQUIRED HAZARDS CATEGORY C0N'STRUCTI� I •
2C Ibs/sgft 130 (mph) C SEVERE 3'-0" MODERATE TO HEAVY SLIGHT TO MODERATE 1 11 degrees YES 1984/1998 C R301.2.1.2 PROTECTION OF OPENINGS. USE
UNLESS
Eh1�6''�S
EXTERIOR GLAZING IN BUILDINGS LOCATED IN WIND-BORNE DEBRIS REGIONS SHALL BE PROTECTED FROM WINDBORNE DEBRIS, GLAZED NOTE: FIRE BLOCKING IS TO BE INSTALLED TO MEET OR EXCEED ALL REQUIREMENTS OF CHAPTER 3 OF THE 2020 V
OPENING PROTECTION FOR WINDBORNE DEBRIS SHALL MEET THE REQUIREMENTS OF THE LARGE MISSILE TEST OF ASTM E1996 AND RESIDENTIAL CODE OF NEW YORK STATE ,r
TABLE R301.5 - MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS, ASTME E1886 AS MODIFIED IN SECTION 301.2.1.2.1. GARAGE DOOR GLAZED OPENING PROTECTION FOR WINDBORNE DEBRIS SHALL MEET CERTIFIED BY f.
(IN POUNDS PER SQUARE FOOT) THE REQUIREMENTS OF AN APPROVED IMPACT-RESISTING STANDARD OR ANSI/DASMA 115. NOTE: ALL ROOMS MEET OR EXCEED CHAPTER 3 SECTION R303 OF THE. 2020 RESIDENTIAL CODE OF NEW YORK STATE PROFESSIONAL
DESIGN CRITERIA EXCEPTION: FOR THE NATURAL LIGHT AND VENTILATION REQUIREMENTS.
PRESCRIPTIVE DESIGN OCCUPANCY Oh. USE LIVE z ( ) ( ) 1, ENGINEER
25. RESIDENTIAL ONE - AND - TWO FAMILY DWELLINGS LOADS 1. WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF /6 INCH 11mm AND A SPAN OF NOT MORE THAN 8 FEET 2438mm
SHALL BE PERMITTED FOR OPENING PROTECTION. PANELS SHALL BE PRECUT AND ATTACHED To THE FRAMING SURROUNDING THE NOTE: ALL ROOMS MEET OR EXCEED CHAPTER 3, SECTION 310 OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE
USES(s) AND OCCUPANCY CLASSIFICATION(s) UNINHABITABLE ATTICS WITHOUT STORAGE b 10 OPENING CONTAINING THE PRODUCT WITH THE GLAZED OPENING. PANELS SHALL BE PREDRILLED AS REQUIRED FOR THE ANCHORAGE FOR EMERGENCY ESCAPE AND RESCUE OPENINGS.
( ) METHOD AND SHALL BE SECURED WITH THE ATTACHMENT HARDWARE PROVIDED. ATTACHMENT SHALL BE DESIGNED TO RESIST THE
UNINHABITABLE ATTICS WITH LIMITED STORAGE b'g 20 COMPONENTS AND CLADDING LOADS DETERMINED IN ACCORDANCE WITH EITHER TABLE R301.2(2) OR ASCE-7, WITH THE PERMANENT a
USE OCCUPANCY CORRISION-RESISTANT ATTACHMENT HARDWARE PROVIDED AND ANCHORS PERMANENTLY'.INSTALLED ON THE BUILDING. ATTACHMENT ALL SIMPSON HANGERS HAVE BEEN CERTIFIED BY AN ENGINEER TO HAJi_ A CAPACITY
IN ACCORDANCE WITH TABLE R301.2.1.2 IS PERMITTED FOR BUILDINGS WITH A MEADROOF HEIGHT OF 45 FEET (13,728mm) OR LESS EQUAL TO OR GREATER THAN THE REQUIRED AMOUNT CALCULATED FOR l_ACH CASE.
RESIDENTIAL R-3 (SINGLE FAMILY) HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS 30 WHERE WHERE THE ULTIMATE DESIGN WIND SPEED V.,, IS 180 MPH (290kps) OR LESS.
E DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD NAILING NOTES: �n
TABLE R301.2.1.2 WIND-BORNOF CONSTRUCTION (CHAPTER 6) BALCONIES (EXTERIOR) AND DECKS (e) 40 STRUCTUAL PANELS a,b,c,d ALL MATERIAL TO BE NAILED IN ACCORDANCE WITH THE NAILING SCHEDULE OF CHAPTER 6, TABLE R602.3(1) ' OF THE 2020 ® V
TYPE GROUP FIRE ESCAPES 40 RESIDENTIAL CODE OF NEW YORK STATE. .I 8 2022
DD
FASTENER SPACING (INCHES) R301 DESIGN CRITERIA FEB
V B GUARDS AND HANDRAILS& 200h FASTENER TYPE PANEL SPAN 4 FEET < PANEL 6 FEET < PANEL BUILDING DEPT.
< 4 FEET SPAN < 6 FEET SPAN < 8 FEET R301.1 APPLICATION BUILDINGS AND STRUCTURES, AND PARTS THEREOF SHALL_ BE CONSTRUCTED TO SAFELY SUPPORT ALL LOADS, TOWN OF SOUTHOLD
GUARD IN-FILL COMPONENTS h INCLUDING DEAD LOADS, LIVE LOADS, ROOF LOADS, FLOOD LOADS, SNOW LOADS, WIND LOADS AND SEISMIC LOADS AS PRESCRIBED
HEIGHT AND FIRE AREA 5o No, 8 WOOD SCREW- BY THIS CODE. THE CONSTRUCTION OF THE BUILDINGS AND STRUCTURES IN ACCORDANCE WITH THE PROVISIONS OF THIS CODE
a BASED ANCHOR WITH 2 16 10 8
PASSENGER VEHICLE GARAGES a SHALL RESULT IN A SYSTEM THAT PROVIDES A COMPLETE LOAD PATH THAT MEETS THE REQUIREMENTS FOR THE TRANSFER OF
HEIGHT FIRE AREA 50 INCH EMBEDMENT LENGTH LOADS FROM THEIR POINT OF ORIGIN THROUGH THE LOAD-RESISTING ELEMENTS TO THE FOUNDATION. BUILDINGS AND STRUCTURES
NO. 10 WOOD SCREW- CONSTRUCTED AS PRESCRIBED BY THIS CODE ARE DEEMED TO COMPLY WITH THE REQUIREMENTS OF THIS SECTION. .PROJECT:
HEIGHT, BUILDING. ROOMS OTHER THAN SLEEPING ROOMS 40 BASED ANCHOR WITH 2 16 12 9
THE VERTICAL DISTANCE FROM GRADE INCH EMBEDMENT LENGTH
PLANE TO THE AVERAGE HEIGHT OF UNLIMITED AREA SLEEPING ROOMS 30 R301.1.1 ALTERNATE PROVISIONS .. �
THE HIGHEST ROOF SURFACE 3 STORY A*ft U
Ya INCH DIAMETER LAGSCREW- AS AN ALTERNATIVE TO THE REQUIREMENTS IN SECTION R301.1 THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE '
NA AS PER CHAPTER 5 OF THE AS PER TABLE 506.2 BASED ANCHOR WITH 2 16 16 16 LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH q
26.O- ILDING CODE OF NEW YORK STAIRS 40c INCH EMBEDMENT LENGTH
STATE. I THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE BUILDING CODE OF NEW YORK STATE. f
FOR SI: 1 inch = 25.4 mm, 1 FOOT = 304.8 mm, 1 pound = 4,448 N, ' mile per hour = 0.447 m/s 1. AWC WOOD FRAMED CONSTRUCTION MANUAL (WFCM)
FOR SI: a. This table is based on 180 mph ultimate design wind speeds Veit and a 45-foot mean roof height.
)
TOTAL HEIGHT FROM RIDGE TO GRADE NA" \
1 POUND PER SQUARE FOOT = 0.0479 kPo, 1 SQUARE INCH = 645 mm?1 POUND = 4.45 N, 2.AIS1 STANDARD FOR COLD-FORMED STEEL FRAMING - PRESCRIPTIVE METHOD FOR ONE-AND TWO FAMILY DWELLINGS (AISI-S230 j 18�g
a. ELEVATED GARAGE FLOORS SHALL BE CAPABLE OF SUPPORTING A 2,000-POUND LOAD b. Fasteners shall be installed at opposing ends of the wood structural panel.
Fasteners shall be located a minimum of 1 inch from the edge of the panel.
APPLIED OVER A 20-SQUARE-INCH AREA. 3. ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400)
c. Anchors shall penetrate through the exterior wall covering with on embedment length of 2 inches minimum into MARTS ROAD
b. UNINHABITABLE ATTICS WITHOUT STORAGE ARE THOSE WHERE THE CLEAR HEIGHT
LUMBER SPECIES AND GRADE the buildingframe. Fasteners shall be located a minimum of 2Y2 inches from the edge of concrete block or concrete. ,c
BETWEEN JOISTS AND RAFTERS IS NOT MORE THAN 42 INCHES, OR WHERE THERE g MATTITUCK, NY, I c
7
ARE NOT TWO OR MORE ADJACENT TRUSSES WITH WEB CONFIGURATION CAPABLE OF �„�..
c
d. Where panel are attached to masonry or masonry stucco, they shall be attached using vibration resistent anchors NOTE: ALL CONCRETE SHALL CONFORM TO THE STANDARDS AS SET FORTH IN CHAPTER 4,
ALL HOUSE FRAMING MATERIAL DOUGLAS FIR - LARCH ##2 AND BETTER ACCOMMODATING AN ASSUMED RECTANGLE 42 INCHES IN HEIGHT BY 24 INCHES IN WIDTH, having a minimum ultimate withdrawal capacity of 1,500 pounds.
OR GREATER, WITHIN THE PLANE OF THE TRUSSES. THIS LIVE LOAD NEED NOT BE ASSUMED "FOUNDATIONS"OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE SUM: # 139-04-02.01
ALL EXT. DECK FRAMING MATERIAL CCA NC PINE ##2 AND BETTER TO ACT CONCURRENTLY WITH ANY OTHER LIVE LOAD REQUIREMENTS.
c. INDIVIDUAL STAIR TREADS SHALL BE DESIGNED FOR THE UNIFORMLY DISTRIBUTED LIVE LOAD PROJECTS TO COMPLY WITH CHAPTER 4 RESIDENTIAL ENERGY EFFICIENCY,AS PER THE DRAWING TITLE:
OR A 300-POUND CONCENTRATED LOAD ACTING OVER AN AREA OF 4 SQUARE INCHES, PRESCRIPTIVE DESIGN CRITERIA REQUIREMENTS OF THE 2020 ENERGY CONSEVATION CONSTRUCTION CODE OF NEW YORK PRESCRIPTIVE DESIGN CRITERIA REQUIREMENTS AS PER 2020 RESIDENTIAL CODES
WHICHEVER PRODUCES THE GREATEST STRESSES,
OF NEW YORK STATE. GENERAL NOTES �
d. A SINGLE CONCENTRATED LOAD APPLIED IN ANY DIRECTION AT ANY POINT ALONG THE TOP. SECTION 8402, BUILDING THERMAL ENVELOPE OF THE ENERGY CONSERVATION CODE OFNEWYORK
AREAS OF STRUCTURE e. SEE SECTION R507.1 FOR DECKS ATTACHED TO EXTERIOR WALLS. Projects shall comply with one of the following:
1, Section R401 through RPRESCRIPTIVE ENERGY DESIGN CRITERIA REQUIREMENTS AS PER 2020 ENERGY
NEW CRAWL SPACE NA f. GUARD IN-FILL COMPONENTS (ALL THOSE EXCEPT THE HANDRAIL), BALUSTERS AND PANEL 2. Section R405 and the provisions of sections R401 through R404 indicated as "Mandatory"
FILLERS SHALL BE DESIGNED TO WITHSTAND A HORIZONTALLY APPLIED NORMAL LOAD OF 3. The energy rating index (ERI) approach in Section R406 CONSERVATION CONSTRUCTION CODE OF NEW YORK STATE (2020 ECCCNYS), BASED
NEW FINISHED BASEMENT NA 50 POUNDS ON AN AREA EQUAL TO 1 SQUARE FOOT. THIS LOAD NEED NOT BE ASSUMED ON THE 2018 EDITION OF THE INTERNATIONAL ENERGY CONSERVATION CODE AND NOTES:
EX. BASEMENT NA TO ACT CONCURRENTLY WITH ANY OTHER LIVE LOAD REQUIREMENTS.
(NY)TABLE R402.1.2 a
EX. -'RST FLOOR NA ;{
THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PRGPERTY OF
g. UNINHABITABLE ATTICS WITH STORAGE ARE THOSE WHERE THE CLEAR HEIGHT BETWEEN INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENT ASHRAE 90.1-2016 DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMFNTS WILL "E
NEW FIRST FLOOR NA THE JOISTS AND RAFTERS IS 42 INCHES OR GREATER, OR WHERE THERE ARE TWO OR CLIMATE FENESTRATION SKYUGKb GLAZIM CERJNO WOOD MASS FLOOR BASEMENTc SLAB d CRAW1_ PROSECUTED TO THE FULLEST EXTENT OF THE LAW, CONTRACTORS SHAH. VEFFY ',It `
EX. SECOND FLOOR NA MORE ADJACENT TRUSSES WITH WEB CONFIGURATIONS CAPABLE OF ACCOMMODATING AN ZONE U-FA77 U-FACTOR FENESTRATION R-VALUE FRAME WALL WALL , R-VALUE WALL R-VALUE SPACE c FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FII, TIE
NEW SECOND FLOOR NA ASSUMED RECTANGLE 42 INCHES IN HEIGHT BY 24 INCHES IN WIDTH, OR GREATER, WITHIN SHOCb,e R-VALUE R-VALUE' RNAWE &DEPTH R-VALUE NOTE:THE SIZE OF ALL NAILING MATERIALS AND THE NAILING PATTERNS OF ALL MATERIALS DESIGN PRDFFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE To uNKNcwrl nF
NEW BALCONY NA THE PLANE OF THE TRUSS 4EXCEPTUNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMLNTS NIT I
LOFT NA THE LIVE LOAD NEED ONLY BE APPLIED TO THOSE PORTIONS OF THE JOISTS OR TRUSS MARINE 0.32 0.55 0.40 49 20 OR 13+5h 8/13 19 10/13 10,2It 10/13 TO BE IN ACCORDANCE WITH TABLE R602.3(1) FASTENING SCHEDULE OF THE 2020 RESIDENTIAL FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS.
BOTTOM CHORDS WHERE ALL OF THE FOLLOWING CONDITIONS ARE MET:
ATTR HO�ISE CODE OF NEW YORK nl NA ':SEAL: DATE: x
For SI: = 1 foot = 304.8 mm
ATTIC (HOUSE)(b NA 1. THE ATTIC AREA IS ACCESSIBLE FROM AN OPENING NOT LESS THAN 20 INCHES IN WIDTH a. R-values are minimums. U-factors and SHGC are maximums. When insulation is installed in a cavity which is less FEBRUARY 16, 2022
NEW GARAGE ADDITION NA BY 30 INCHES IN LENGTH THAT IS LOCATED WHERE THE CLEAR HEIGHT IN THE ATTIC IS than the label or design thickness of the insulation, the installed R-value of the insulation shall not be less than the PROJECT NO:
ATTIC (GARAGE)(a) NA NOT LESS THAN 30 INCHES R-value specified in the table. O COPYRIGHT 2021 KEHL DESIGN ASSOCIATES, LLC.
h H column lie to II laze fenestration. ""^^_ `''" 1103-2021
eor!us ROOM NA b. The fenestration U factor column excludes skylights, T e S GC co apps a glazed o ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED ° '.`�-� Iz�:ey ��"�';,,..
2.THE SLOPES OF THE JOISTS OR TRUSS BOTTOM CHORDS ARE NOT GREATER THAN DRAWN BY:
C. " 10/13 " means R-10 continuous insulation on the interior or exterior of the home or R-13 cavityinsulation at the A*'
SCREENED PORCHES NA 2 INCHES VERTICAL TO 12 UNITS HORIZONTAL. / UNDER FEDERAL COPYRIGHT LAW.
interior of the basement wall. BDK
SUN ROOM NA PLANS MAY NOT BE REPRODUCED WITHOUT v' -,..� °'
3. REQUIRED INSULATION DEPTH IS LESS THAN THE JOIST OR THE TRUSS BOTTOM CHORD 'S ,, �'�" � CHECKED BY:
EXISTING DECK NA "15/19" means R-15 continuous insulation on the interior or exterior of the home or R-19 cavity insulation at the WRITTEN AUTHORIZATION. % "
MEMBER DEPTH. i. �.
interior of the basement wall. "15/19" shall be permitted to be met with R-13 cavity insulation on the interior of the 1,01
NEW DECK NA ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OFbasement wall plus R-5 continuous insulation on the interior or exterior of the home. "10/13" means R-10 continuous THE REMAINING PORTIONS OF THE JOISTS OR TRUSS BOTTOM CHORDS SHALL BE r - jHEET NUMBLk:
COVr RED NEW DECK NA insulation on the interior or exterior of the home or R-13 cavity insulation at the interior of the basement wan. Kl HL DESIGN ASSOCIATES, LLC.
DESIGNED FOR A UNIFORMLY DISTRIBUTED CONCURRENT LIVE LOAD OF NOT LESS .
EX. COVERED FRONT PORCH NA THAN 10 POUNDS PER SQUARE FOOT. TIT RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE
d. R-5 shall be provided under the full slab area of a heated slab in addition tc the required slob edge insulation
COVERED ENTRANCE NA R-value for slabs, as indicated in the table. The slab edge insulation for heated slabs shall not be required to PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN
h. GLAZING USED IN HANDRAIL ASSEMBLIES AND GUARDS SHALL BE DESIGNED WITH A extend below the slab
POO!- HOUSE CABANA NA
SAFETY FACTOR OF 4. THE SAFETY FACTOR SHALL BE APPLIED TO EACH OF THE PFOOF OF PURCHASE. ��, ,o t,,•41
ACCESSORY STRUCTURE NA �'^ d� C
CONCENTRATED LOADS APPLIED TO THE TOP OF THE RAIL, AND TO THE LOAD ON THE e. Reserved
IN-FILL COMPONENTS. THESE LOADS SHALL BE DETERMINED INDEPENDENT OF ONE f. Reserved Acceptance of these drawings does not authorize the right to build without
ANOTHER, AND LOADS ARE ASSUMED NOT TO OCCUR WITH ANY OTHER LIVE LOAD. "(7"
(a) ,'VITHOUT STORAGE g. Alternatively, insulation sufficient to fill the framing cavity and providing not less than an R-value of R-19. the authorization of local governing agencies, such as Suffolk County Dept. DOB NUMBER: &
(b) '.VITH STORAGE In. The first value is cavity insulation, the second value is continuous insulation, so "13+5" means R-13 cavity insulation of Health Services, Town Building Departments, DEC, FEMA, etc. o
plus R-5 continuous insulation. Verify all conditions, codes, and requirements with such agencies prior to
I. Mass walls shall be in accordance with Section R402.2.5. The second R-value applies when more than half the construction. 0 KEHLYDESIGN•ASSOCIATES,ur
insulation is on the interior of the moss wall.
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EIGHT-"' TWO
Rd NAIL °
8d NAIL INTO "Alf
INTO DETAIL A
STUD Simpson Strong-Tie PLATES °po ® ROAD
MATTITUCK NY 11552
H7 EIGHT /
INTO NAIL ® DETAIL "D" DETAIL 11G11 DETAIL "J" y ' '
STUD Simpson Strong-Tie
H7 Simpson Strong-Tie11 11
LFTA ROD SYSTEM DETAIL L SCTM: # 139-04-02.01
LFTA
LFTA -DRAWING TITLE:
Ridge Strapping ---- — --- --- ---- --- - -- -
NOTE: DRAINAGE & ROOF RUNOFF NOTE AND CALCULATIONS
II
LSTA30 ALL VENTS ARE TO BE LOCATED AT THE REAR OF THE HOUSE SIMPSON WINDLOAD BP RUN OFF FACTORS ASPHALT = 1.0 ROOF = 1.0 4
ALL VENT PIPES ARE TO HAVE LEAD COATED COPPER SLEEVES / COVERS 1'-0" DEEP POOL x 4' DIA ==12.58 cu.ft. per vertical ft. CHARTS & CALCULATIONS x
1'-0" DEEP POOL x 6' DIA. = 22.3 cu.ft. per vertical ft. 1
1'-0" DEEP POOL x 8' DIA. = 42.25 cu.ft. per vertical ft. / STRONG-TIE DETAILS
1'-0" DEEP POOL x 10' DIA. = 68,4 cu.ft. per vertical ft.
ROOF DRAINAGE
ROOF AREA = NA sq/ft
CALCULATIONS AND
LTP4 V = A x R x c PLUMBING RISER DIAGRAM
1 st FLOOR 3"I THROUGH ROOF I 4" THROUGH ROOF A = NA sq/ft
LTP4 ROGF2ROOF
R = 2" RAINFALL = .17 ft
3" 3" ••
LTP4 2„ NEW C = COEFF. = 1,0 NOTES:
DETAII 11C" 2 3 UT1�, DATHRDDMAM R V = NA x 1 x .166667 = 0 C.F. THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE
2.. tk!l�R1 POWDER2„ 10M DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO, INFRINGEMENTS WILL BE
Simpson Strong-Tie ' z
ROOM PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHA L VERIFY ALL
2" 3" 2 0 / 42.25 VERTICAL FT. / FT = 0 V,F. FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE
LTP4 DETAIL "B" Floor-t o-Floor Connections Ridge Strapping 71�
1st FLOOR USE (2) 8 DIA, POOL 4-0 DEEP = 0 U.F. DESIGN PROFFES90NAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNrWN OR
LTP4 Detail FLOOR2. I UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT
C.o, 3" 2' z" 3' 2' z ' OR FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS.
Simpson Strong-Tie 3' 3. 3.. 3' 3'
Floor-to-Floor Connections 3" 0 / 22.3 VERTICAL FT. / FT = 0 SEAL: DALE:
3"
C.G, 4" F.A. VENT 6" USE (3) 6' DIA. POOL 6' DEEP = 0 V.F. FEBRUARY 16, 2022
ABOVE GRADE
ALL SIMPSON HANGERS HAVE BEEN CERTIFIED BY AN ENGINEER TO HAVE A CAPACITY c-�'. 4'� o. PROJECT NO:
EQUAL TO OR GREATER THAN THE REQUIRED AMOUNT CALCULATED FOR EACH CASE. "
TO SC WA APPROVED +' '' '_" q -,.
4" Cl SEWERAGE SYSTEM
SUBSTITUTIONS PLUMBING RISER DIAGRAM NTS
HOUSE POOLS TO BE PLACED ON OPPOSITE SIDE OF '�~�; 1103-2021
r' r •rt«oa iJ#A". DRAWN BY:
TRAP .4*n., ♦Pd< 4�j,
No SUBS � HOUSE AND/OR LEADERS TO BE PIPED TO ar,,,,, ' c�`�& ." e BDK
All framing hardware shown on these plans, POOLS (1/2 OF THE ROOF TO DRAIN TO EACH :-� ECKED BY:
unless otherwise indicated, Is Simpson Strong-Tie, R301 DESIGN CRITERIA AS PER THE 2020 RESIDENTIAL CODES OF NEW YORK STATE
POOL, MAINTAIN MIN. OF 20 FEET FROM SEPTIC
No substitutions are approved or authorized, SHtEi NUMBER:
R301.1 APPLICATION BUILDINGS AND STRUCTURES, AND PARTS THEREOF SHALL BE CONSTRUCTED TO SAFELY SUPPORT ALL LOADS, INCLUDING DEAD LOADS, LIVE LOADS, ROOF LOADS, FLOOD LOADS, SNOW LOADS, WIND SYSTEM AND MIN, OF 10 FEET FROM FOUNDATION). �• i
Due to the relationships of framing hardware to LOADS AND SEISMIC LOADS AS PRESCRIBED BY THIS CODE. THE CONSTRUCTION OF THE BUILDINGS AND STRUCTURES IN ACCORDANCE WITH THE PROASIONS OF THIS CODE SHALL RESULT IN A SYSTEM THAT PROVIDES A `" r
the other components of the structure, any Framing COMPLETE LOAD PATH THAT MEETS THE REQUIREMENTS FOR THE TRANSFER OF LOADS FROM THEIR POINT OF ORIGIN THROUGH THE LOAD-RESISTING ELEMENTS TO THE FOUNDATION. BUILDINGS AND STRUCTURES 684 / A� [�.�
hardware substitutions will render these plans CONSTRUCTED AS PRESCRIBED BY THIS CODE ARE DEEMED TO COMPLY WITH THE REQUIREMENTS OF THIS SECTION. ALL COVERS TO BE TRAFFIC BEARING IF LOCATED IN AREA ""� G
null and void, and will result in the installer/contractor2
""' ' N*�
assumingresponsibility for the design and R301.1.1 ALTERNATE PROVISIONS WHERE TRAFFIC IS TO BE PRESENT.
performance of the entire system, AS AN ALTERNATIVE TO THE REQUIREMENTS IN SECTION R301.1 THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS
DUB NUMuEK uF-4 1
USED IN CONJUNCTION WITH THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE BUILDING CODE OF NEW YORK STATE. IF A MULTIPLE POOL SYSTEM IS USED AROUND THE
HOUSE THEN EQUAL PROPORTIONS OF THE ROOF SHALL '
1) AWC WOOD FRAMED CONSTRUCTION MANUAL (WFCM)
2) AISI STANDARD FOR COLD-FORMED STEEL FRAMING - PRESCRIPTIVE METHOD FOR ONE-AND TWO FAMILY DWELLINGS (AISI-S230) BE DIVERTED TO EACH POOL. T) MDESIGN-OOCIATBS, uc �R
3) ICC STANDARDS, ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400)
77
�W
y na DESIGN ASSOCIATE,) LLC
CP4045P _ - C \AL4 CXW45S }
7-4Yz" " residential & commercial design • consulfing
2 ' t'
phone:PO.Box 1675
Southold,New York 11911 E-Mail; s ,,bn654optonline.ne!
Kehl Design Associates,LLC o formerly D A K Associates,LI C
Existing
OWNERSHIP & USE O
Great Room 606 3032 203 F DOCututfviS:
3032
-cc n
These drawings and specifications including the
0 20'-0' 12'-8"
n and arrangements
( Master idtherein, are the property of KEHLpresenDESIGNd
Bath ASSOCIATES, LLC. No part thereof shall be
copied, disclosed to others or used in connection
Df Cathedral Ceiling Existing with any work or project other than for which
o they have been prepared without written consent.
Existing
skylight ig h t ' Master
2u68 Poc. x30 o Kitchen Bedroom o REV:
' ^
LaundryCathedral Ceiling
6068 26� � 7-4'
& Ex.
Bath (/L
UP L ;/L' 11 Utility Line of Cathedral Ceiling o
r/D o Ex. Ex. o O DSI Bath Y L)
C%
(�
OILI M CI CI M N F[0(p Room - - - - - - - - - - - - — - - - - 2068 2668 4068 Bypass
Bottom of stairs tLi o be covered C
with 5/8" Type "X" Sheetrock -�„ 2668 2658 �'8 S D 00
N Ex. Cl o
DN °O o O o Edge of Existing Door
EV l 6068 T.O. ;/D
1 fiFi
Existing /D /D I 4064 Bypass Existing (2)1 "X97" LVL Hdr.
' oEx
g 3'-8' -0" NCI 2'-9' —f'-7-
C �'-3Y� Dining /D
Mudroom Existing Roomo New co Ex. Existing
N Bedroom Office Bedroom
o E i
Existing �CICD
xi�t ng � g o � � WORK NOTES:
Garage Bedroom
18'-4'
Ex.
cc
---- 77777 7L21h�OTFOR
14'-834210310 210310 210310 3068J10'-0' '-0' '-4'
Existing 04 CONSTRUCT10i
2842 3068 2842 3042 3042 3042 ��+� U 3�
'LESS
Covered Porch S N aa��
CERTIFIED BY A
3042 PROFESSIONAL
23'4 ENG114EER
10'x7' Garage Door
EXISTING_ FIRST FLOOR PLAN
Scale:4' = 1'-0"
PROJECT:
.} E
Smoke Detectors to located in each Bedroom .
2842-2 and directly out side of the bedrooms as Per
NYS Code. 1 895
� DN � CO Detectors are to be located on each floor MARY s ROA®
k1diail MATTITUCK, NY, 11952
Wall to be Sheathed as per NYS Code. SCTM: # 139-04-02.01
DRAWING TITLE:
I I I
HOUSE FIRST FLOOR AREA = 2140 SOFT
Mudroom GARAGE FIRST FLOOR AREA = 568 SOFT EXISTING FLOOR
vl I �I Below GARAGE SECOND FLOOR AREA = 568 SOFT PLANS AS NOTED
I I I TOTAL FLOOR AREA = 3276 SOFT
EX. GARAGE 0i
SECOND FLOOR I NOTES:
UNCON ITIONED I THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE
DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE
AND U N 'I N I S H E D I PROSECUTED
CONDITIONS
ETSHALL R
AND ONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT, THE L
DESIGN PRDFFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR
I I I UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT
I I
FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS.
SEAL: DAT E:
I I I
BRUARY 16, 2022
P JECT NO:
23'-4' R � ; $ J x� 4 1103-2021
` DRAWN BY:
I I
�✓` cog
BDK
2842-2 r°��, .
C �, ' ,,i CHECKED BY:
SHEET NUMBER:
EXASTING SECOND FLOOR GARAGE PLAN , � ���.� �, ap 4 A101
Scale:4"
DOB NUMBER: OF
KEWESIGN•ASSOCIATES,uc