HomeMy WebLinkAbout52066-Z TOWN OF SOUTHOLD
BUILDING DEPARTMENT
TOWN CLERK'S OFFICE
SOUTHOLD, NY
BUILDING PERMIT
(THIS PERMIT MUST BE KEPT ON THE PREMISES
WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS
UNTIL FULL COMPLETION OF THE WORK AUTHORIZED)
Permit#: 52066 Date: 07/07/2025
Permission is hereby granted to:
Karen M Hokanson
1745 Nokomis Rd
Southold, NY 11971
To:
Legalize an "as built"finished basement with mini-split HVAC system as applied for.Additional
certification may be required.
Premises Located at:
1745 Nokomis Rd, Southold, NY 11971
SCTM#78.-3-35
Pursuant to application dated 06/09/2025 and approved by the Building Inspector.
To expire on 07/07/2027.
Contractors:
Required Inspections:
Fees:
As Built Alteration $1,184.00
CO Single Family Dwelling-Addition /Alteration $100.00
Total $1,284.00
Jy-&
Building Inspector
rd � .. TOWN OF SOUTHOLD—BUILDING DEPARTMENT
Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959
Telephone (631) 765-1802 Fax (631) 765-9502 https,//www.soutlioldtownny.gov
Date Received
APPLICATION FOR BUILDING PERMIT
For Office Use Only Q
PERMIT NO.5 a O (DIP Building Inspector:, 4T� N 0
25
Applications and forms must be filled out in their entirety.Incomplete
applications will not be accepted. Where the Applicant is not the owner,an Building Department
Owner's Authorization form(Page 2)shall be completed. Town of Southold
Date:06/09/25
OWNER(S)OF PROPERTY:
Name:Karen Hokanson SCTM# 1000-78-03-35
Project Address: 1745 Nokomis Road, Southold
Phone#:516-607-0057 Email:hokesboss@yahoo.com
Mailing Address: 1745 Nokomis Road, Southold
CONTACT PERSON:
Name:Brooke Epperson
Mailing Address:PO Box 152, Mattituck, NY 11952
Phone#:631 603 9092 Email bepperson@amparchitect.com
DESIGN PROFESSIONAL INFORMATION:
Name:Anthony Portillo
Mailing Address:PO Box 152, Mattituck, N.Y. 11952
Phone#:631 603 9092 Email:aportiIlo@amparchitect.com
CONTRACTOR INFORMATION:
Name:
Mailing Address:
Phone#: Email:
DESCRIPTION OF PROPOSED CONSTRUCTION
❑New Structure []Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project:
other As-Built finished basement $
Will the lot be re-graded? ❑Yes ANo Will excess fill be removed from premises? ❑Yes iONo
1
PROPERTY INFORMATION
Existing use of property: Single Family Residence Intended use of property: Single Family Residence
Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to
R40 Non-Conforming this property? ❑Yes ■No IF YES, PROVIDE A COPY.
■ Check Box After Reading: The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by
Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the Issuance of a Building Permit pursuant to the BuildingZone
Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Lag p,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,buildingcode,
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): � � NAutho/rized Agent ❑Owner
Signature of Applicant: k Date: (0
6
STATE OF NEW YORK)
COUNTY OF )
Name of in Idual signing contract Bove named,
being duly sworn, deposes and says that (s)he is the applicant
( g g ) med,
(S)he is the4_Q(A�—(
AgcYt, 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/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
day of JU 20 2�
otary Public
AUTHORIZATIONGER
PROPERTY OWNER LDARCE-E
'BL CaSTAEE OF�NEW YORK(Where the applicant is not the owner) ration l�lo. 01A00019644lified in Suffolk Countyion Expires January 9„2ltl
Karen Hokanson residing at 1745 Nokomis Road
I,
Southold AMP Architecture
do hereby authorize —_ to apply on
my behalf to h own of S thold Building Department for approval as described herein,
CpA zt;-
Owner's Signature 6ate
�(-P.n HS��
Print Owner Name
2
Saa � � _ o
NOTES 4 SFEG I F I GA-I ONS T� ' 3 -
'135
IT IS THE CONTRACTOR'S RESPONSIBILITY TO KEEP THIS CONSTRUCTION DOCUMENT BINDED CARPENTRY WOOD FRAMING MATERIAL STANDARDS
TOGETHER AT ALL TIMES. IT 15 ALSO THE CONTRACTOR'S RE5PON5131LITY TO READ ALL NOTES, 1. ALL LUMBER SHALL BE DOU6LAS FIR LARCH #2 +€ BETTER (Fb = e)15) UNLESS THE PROVISIONS OF THIS STANDARD ARE NOT INTENDED TO PREVENT THE USE
% I L7
SPECIFICATIONS,AND BE FAMILIARIZED WITH THE PLANS PRIOR To WORK OTHERWISE NOTED. OF ANY MATERIAL OR METHOD OF CONSTRUCTION NOT SPECIFICALLYPRESCRIBED HEREIN. WHEN IT CAN BE SHOWN, AND THE AUTHORITY HAVING ,4
ABOVE SCRATCH GOAT. MAINTAIN 2. ALL LUMBER
JURISDICTION FINDS BY EXPERIENCE, MODELING, OR TESTING 15'( AN APPROVED Q
IN CRAWL SPACES TO BE 18
S" MIN. FOUNDATION EXPOSURE. A&ENGY, THAT A PRODUCT OR PROCEDURE PROVIDES EQUIVALENT OR
GENERAL GREATER STRUCTURAL SAFETY OR DURABILITY, SUCH PRODUCT OR PROCEDURE W
I. NO WORK TO START UNTIL APPROVED PLANS ARE OBTAINED FROM THE 3. SILLS TO BE P.T. AND SECURELY FLASHED WITH A TERMITE SHIELD, ALSO SHALL BE DEEMED TO CONFORM TO THE REQUIREMENTS OF THIS DOCUMENT W coAPPLICABLE BUILDING DEPARTMENT. (THIS DOCUMENT 15 TO MEAN A REFERENCE TO THE CURRENT AMERIGAN WOOD -�
PROVIDE SILL SEAL/INSULATION. SIZE OF SILL TO BE (2) 2"xb", UNLESS (I) 2"xb" COUNGIL'S WOOD FRAME CONSTRUCTION MANUAL AND THIS PS FORMAT, AS
2. ALL CONSTRUCTION SHALL BE PERFORMED IN A WORKMAN LIKE MANNER. 15 NECESSARY TO MATCH FLOOR HEIGHTS WITH THE EXISTING STRUCTURE. APPLICABLE A DERIVED WORK). Q a--' N
ALL DIMENSIONS, CONDITIONS, AND APPLICABLE INFORMATION EXISTING 4. AT FLUSH FRAMING USE I6 6A6E METAL JOISTS HANOER5 BY "TEGO" OR .O
STRUCTURE/SITE SHALL BE FIELD VERIFIED BY GENERAL CONTRACTOR. EQUAL. I. IDENTIFICATION: ALL SOLID-SAWN LUMBER, GLUED LAMINATED TIMBER, m
PREFABRICATED WOOD I-JOISTS, STRUCTURAL COMPOSITE LUMBER, O
3. ALL WORK SHALL CONFORM TO NATIONAL, STATE,AND LOCAL CODES 5. MINIMUM, DOUBLE HEADERS AND TRIMMERS AROUND ALL OPENIN65 IN PREFABRICATED WOOD TRUSSES, GYPSUM, HARDBOARD, AND STRUCTURAL
AND AUTHORITIES HAVING JURISDICTION. FLOORS, ROOFS, AND WALLS. PANELS, SHALL CONFORM TO THE APPLICABLE STANDARDS OR 6RADIN6 ,
RULES SPECIFIED IN 1.1 THROUGH I.B. F A(5 E <E� : L z
4. ALL UNNOTED OR NON-VISIBLE: EASEMENTS ARE THE RESPONSIBILITY O C N
OF THE OWNER/BUILDER U. POUBLE ALL JOISTS UNDER PARALLEL PARTITIONS, POSTS, AND BATH TUBS, I.I. LUMBER: ALL WOOD MEMBERS USED FOR LOAD-BEARING PURPOSES, n- .- .Y
INCLUDING END-JOINTED AND EDGE-GLUED LUMBER, SHALL BE IDENTIFIED � V
5. ANY OMISSIONS OR DISCREPANCIES OF PLANS AN:/OR JOB CONDITIONS BY THE 6RADEMARK OF A LUMBER GRADING OR INSPECTION AGENCY C 2 X Nj
SHALL BE CLARIFIED WITH THE ARCHITEGT/EN6INEER BEFORE PROCEEDING 7• ALL BEAMS, GIRDERS, ETC. TO HAVE MIN. OF 3-1/2 BEARING O {_, i
WHICH PARTICIPATES IN AN ACCREDITATION PR06RAM, SUCH AS THE /� -OO .Ot� PROJECT LOCATION & SCOPE O Q
WITH THE WORK. AMERIGAN LUMBER 5TANDARDS COMMITTEE OR EQUIVALENT. THE AS-�U I LT �ASM�NT Q 00
8. MIN. HEADER TO BE (2) 2 xl0 UNLESS OTHERWISE NOTED. 6RADEMARK SHALL INCLUDE AN EASILY DISTINGUISHABLE MARK OR SITE PLAN & ZONING DATA �' N
6. NO DEVIATIONS OR CHANCES TO THE STRUCTURAL SYSTEM SHALL BE MADE INSIGNIA OF THE 6RADING AGENCY WHICH COMPLIES WITH THE O 0
UNLE55 APPROVED BY THE ARCHITECT/EN6INEER. a. ALL WOOD SILLS AND WOOD IN CONTACT WITH MASONRY/CONCRETE TO BE P.T. REQUIREMENTS OF U.S. DEPARTMENT OF COMMERCE P520-Qq. Q d .
7. CONTRACTOR TO VERIFY DIMENSIONS OF FOUNDA-ION WITH FLOOR PLANS 10. ALL EXTERIOR SHEATHING SHALL BE NAILED AS PER FASTENING SCHEDULE 1.2. GLUED LAMINATED TIMBERS: 6LUED LAMINATED TIMBERS SHALL MEET
BEFORE THE START OF FRAMING ON PACE C-003. GENERALLY, SHEATHING 15 OF 1/2" THICKNESS ON WALLS AND THE PROVISIONS OF AN51/ALTG A I 110.1 STRUCTURAL GLUED LAMINATED - I O I .00 EXISTING BASEMENT PLAN
TIMBERS
e. DRY WELLS AS REQUIRED BY STATE AND LOCAL CODES. ROOF AND 15 OF GDX GRADE, UNLE55 OTHERWISE NOTED. SEE FLOOR PLANS .
FOR ADDITIONAL NAILING OR DIFFERENT NAILING REQUIREMENTS WHEN 1.5. PREFABRICATED WOOD I-JOISTS: ASSEMBLIES USING PREFABRICATED G I /� }� BUILDING SECTIONS
a. DO NOT SCALE DRAWIN65, WRITTEN DIMENSIONS TAKE PRECEDENCE APPLICABLE. I NSUL.AT I OI`t FENE57RAT I ON REGU I fi�E1� ENTS
WOOD I-JOISTS SHALL MEET THE PROVISIONS OF ASTM D5055
II. 5U5 FLOORING, GENERALLY, TO BE OF 3/4" THICKNESS AND OF GDX GRADE. STANDARD SPECIFICATION FOR ESTABLISHING AND MONITORING
IO.CERTIFICATES,
ER ARE RESPONSIBLE FOR ALL INSPECTIONS, APPROVALS, NAILING A5 PER FASTENING SCHEDULE ON PAGE &-005 AND 6LUED, U.O.N. STRUCTURAL CAPACITIES OF PREFABRICATED WOOD I-JO15TS, THIS
GERTIFIGATES, CERT. OF OCCUPANCY OR COMPLETION AND U.L. APPROVAL DOCUMENT, THE GOVERNING BUILDING CODE AND ANY ADDITIONAL
II. THESE SET OF DRAWINGS ARE THE PROPERTY OF ANTHONY PORTILLO, RA 12. EXTERIOR SHEATHING TO BE COVERED W REQUIREMENT5 AS SET FORTH IN THE MANUFACTURER'S CODE PROP05ED DE51ON CODE PRESCRIPTIVE VALUEITH 'TYVEK' HOUSE WRAP OR COMPONENT COMPLIES 'T-C
AND SHALL NOT BE ALTERED OR: BE REPRODUCED WITHOUT WRITTEN APPROVED EQUAL. EVALUATION REPORT. VALUE CITATION (PER 2020 N) 5E000)
PERMISSION FROM THE ARCHITECT.
13. BLOCK EXTERIOR STUD WALLS AT HALF STORY HEIGHTS AND AT 1.4. STRUCTURAL COMPOSITE LUMBER: SINGLE MEMBERS OR ASSEMBLIES U
12. THE ARCHITECT 15 NOT RETAINED FOR SUPERVISION OF THE WORK AND IS UNSUPPORTED EDGE SEAMS OF EXTERIOR SHEATHING. USING STRUCTURAL COMPOSITE LUMBER SHALL MEET THE PROVISIONS OF
MAX. U-VALUE = 0.32
ASTM P5456 STANDARD SPECIFICATION FOR EVALUATION OF U-VALUE = 0.25
RESPONSIBLE FOR DESIGN INTENT ONLY. FENESTRATION U-VALUE MAX. AIR LEAKAGE = 0.30 GFM/SF YES
STRUCTURAL COMP051TE LUMBER PRODUCTS, TH15 DOGUMEN, THE AIR LEAKAGE = 0.50 GFM/SF -w
14. PROVIDE 'X' GRO55 BRACING AT JOISTS, STUDS, AND RAFTERS WHEN SPANS PER
S R402.4.3 b TABLE R402.1.4 - CLIMATE ZONE 4 •+•J (LJTJ,
13. THE CONTRACTOR SHALL OBTAIN CERTIFICATE OF OCCUPANCY. EXCEED -O 60VERNIN6 BUILDING CODE AND ANY ADDITIONAL REQUIREMENTS AS AND AT EVERY 8-O . I .
SET FORTH IN THE MANUFACTURERS CODE EVALUATION REPORT. -7 DA7A
III
14. THE CONTRACTOR SHALL KEEP PREMISES REA501dABLY GLEAN AT ALL 15. TOP PLATES TO BE DOUBLED AND LAPPED AT CORNERS, SEE AL50 PAGE BASEMENT WALL R-VALUE R=15 BATT INSULATION ® INTERIOR MIN. R-VALUE = 13 (CAVITY) AT INTERIOR OF WALL YES •
TIMES. AT THE COMPLETION OF WORK, THE CONTRACTOR SHALL REMOVE ALL 5-004. 1.5. PREFABRICATED WOOD TRUSSES: A U51NG PREFABRICATED PER TABLE R402.1.2 - CLIMATE ZONE 4,NOTE (c)
RUBBISH, WASTE MATERIALS, TOOLS, ETC., GLEAN &LASS AND LEAVE WORK WOOD TRUSSES SHALL MEET THE PROO ASSEMBLIES VISIONS OF THIS DOCUMENT, THE
BROOM GLEAN. GOVERNING BUILDING GORE, AND ANY ADDITIONAL REQUIREMENTS AS
lb. APPLY ALL CONDITIONS ADDRESSED IN FASTENING SCHEDULE AS MIN R-VALUE = 14
SET FORTH IN AN51/TPI I NATIONAL DESIGN STANDARD FOR METAL PLATE FLOOR R-VALUE R-30 BATT INSULATION YES V
NECESSARY. CONNECTED WOOD TRU55 CONSTRUCTION, THE TRU55 DESIGN DRAWIN65, PER TABLE R402.1.2 - CLIMATE ZONE 4
15. THE CONTRACTOR SHALL CARRY WORKMAN'S COMPENSATION AND GENERAL OR THE MANUFACTURER'S CODE EVALUATION REPORT. PROJECT / ZONING DATA
LIABILITY INSURANCE. ALL SHALL COMPLY WITH STATE AND LOCAL CODES 17. PROVIDE ALL NAILING AND STRAPPING ADDRESSED ON PA&E5 0-003.
GOMP_IANGE STATEMENT:
AND ORDINANCES. I.6. GYPSUM: GYPSUM MATERIAL USED IN A STRUCTURAL APPLICATION SHALL TO TH= BEST OF MY KNOWLEDGE, BELIEF, AND PROFESSIONAL JUDGMENT,THESE PLANS AND SPECIFICATIONS ARE IN TAX MAP # 1000--i8-03-35
IS. AT WET WALL PARALLEL TO JOISTS FRAME DOUBLE JOIST AS PER GORE. MEET THE PROVISIONS OF ASTM 056 SPECIFICATION FOR GYPSUM GOMP_IANCE WITH THE 2020 NYS ENEERGY CONSERVATION CONSTRUCTION CODE U51NO CHAPTER 4 [RE]. Q •
I6. THE CONTRACTOR SHOULD FULLY GUARANTEE HIS WORK AND THE WORK OF GENERALLY, SEPARATE DOUBLE JOIST THE THICKNESS OF WALL ABOVE. SUB THE SU WALLBOARD, ASTM G37 SPEGIFIGATION FOR GYPSUM LATH, OR ASTM G7ciB-GONTRAGTORS FOR A PERIOD OF AT LEAST ONE YEAR AFTER FLOOR SHALL NEVER EXCEED A Ib" SPAN. ZONING DISTRICT R-40
SPECIFICATION FOR GYPSUM SHEATHING BOARD.
COMPLETION OF PROJECT. GofO - PRIVATE ONE FAMILY W
Iq. AT ROUGH OPENINGS PROVIDE ALL APPLICABLE NAILING AND STRAPPING I.'T. HARDBOARD: HARDBOARD USED IN A STRUCTURAL APPLICATION SHALL Z-SASS; Oa/OQ/Ici66 am
17. THE CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLE55 THE OWNER, AS PER PAGE 6 MEET THE PROVISIONS OF ANSI/AHA AI35.4 BASIC HARDBOARD OF
-003. DWELLING Q
ARCHITECT/ENGINEER, AND THEIR: A6ENT5 AND EMPLOYEES FROM AND rofO
AGAINST ALL CLAIMS, DAMA6F_5, LOSSES AND EXPENSES, INCLUDING 20. "P.T." 5PEGIFIE5 PRESSURE PRE5ERVATIVELY TREATED LUMBER IN ANSI/AHA AL35.6 HARDBOARD SIDING. ADDITION
ION (A BUILT)
PORGI-f
ATTORNEYS FEES ARISING OUT OF OR RESULTING FROM THE PERFORMANCE OF ACCORDANCE w/AWPA C22;WHERE DRILLING AND/OR GUTTING OCCURS, FIELD ADDITION (AS BUILT) Z-22257; 04/13/Ig93
lb STRUCTURAL PANELS: Aim
THE WORK PROVIDED THAT ANY SUCH CLAIM,DAMAGE, LOSS OR EXPENSE (A) TREAT LUMBER w/ COPPER NAPTHENATE WHICH SHALL CONTAIN 2% COPPER
15 ATTRIBUTABLE TO BODILY INJURY, 510KNE55, DISEASE OR DEATH OR TO METAL BY REPEATED BRUSHING, DIPPING, OR SOAKING UNTIL THE WOOD I.S.I. PLYWOOD: PLYWOOD USED IN STRUCTURAL APPLICATIONS SHALL GofO - REPLACEMENT WINDOWS 43a98; 04/08/2023
INJURY TO OR DESTRUCTION OF TANGIBLE PROPERTY (OTHER THAN THE WORK ABSORBS NO MORE. ALSO, FOR HARDWARE USED WITH P.T. LUMBER, MEET THE PROVISIONS OF U.S. DEPARTMENT OF COMMERCE
ITSELF INGLUDIN6 THE LOSS OR USE RE5ULTIN6 THEREFROM). (5) 15 CAUSED IN CONTRACTOR 15 TO INSTALL HARDWARE THAT 15 SPECIFIED BY P.T. LUMBER VOLUNTARY PRODUCT STANDARD 1 (P5 1) CONSTRUCTION AND FEMA FLOOD ZONE X
WHOLE OR IN PART BY ANY NE61_I&ENT ACT OR CM155ION OF THE MANUFACTURER SUCH AS: HANGERS, NAILS, 5CR:EWS, FLASHING, ANCHOR BOLTS, INDUSTRIAL PLYWOOD,U.S. DEPARTMENT OF COMMERCE VOLUNTARY
CONTRACTOR, ANY SUBCONTRACTOR, ANYONE DIRECTLY OR INDIRECTLY ETC. FOR LOCATIONS SUCH AS; LEDGER BD., SILL PLATE, DECK CONSTRUCTION, PRODUCT STANDARD 2 (BAS) PERFORMANCE STANDARD FOR
EMPLOYED BY ANY OF THEM, OR. ANYONE FOR WH05E ACTS ANY OF THEM MAY ETC. ANY REFERENCES TO GGA ARE TO REPLACED WITH P.T. WOOD-BASED STRUCTURAL- USE PANELS, APPLICABLE CODE
BE LIABLE REOARDLE55 OF WHETHER OR NOT IT IS CAUSED IN PART BY A 21. LVL (LAMINATED VENEER LUMBER) DENOTES EITHER OF THE FOLLOWING: EVALUATION REPORTS.
PARTY INDEMNIFIED HEREUNDER. A. WEYERHAEUSER TRUS JOIST 2.OE MICROLLAM LVL
IS. ALL MATERIALS, ASSEMBLIES, AND METHOD OF CONSTRUCTION INCLUDING B. OEORCIA PACIFIC 2.OE 6-P LAM LVL 1.8.2. ORIENTED-STRAND BOARD (OSB), WAFERBOARD ORIENTED-STRAND
BUT NOT LIMITED TO FORM-WORK, BLOCK-WORK, FRAMING, NAILING, PLACING P5L (PARALLEL STRAND LUMBER) DENOTES: BOARD OR IONSKAF OF U.S. USED M STRUCTURAL IONS SHALL MEET
OF CONCRETE, ETC. ARE TO BE CAREFULLY SUPERVISED BY THE CONTRACTOR A. WEYERHAEU5ER TRU5 JOIST 2.2E PARALLAM PSL THE PROVISIONS OF U.S. DEPARTMENT A COMMERCE VOLUNTARY
TO BE SURE THEY ARE IN ACCORDANCE WITH THE DRAWIN65, SPECIFICATIONS, ALL TO BE INSTALLED AS PER MANU. SPEC.'s PRODUCT STANDARD 2 (BASE PERFORMANCE VOLUNTARY PRODUCT
STANDARD FOR WOOD-BASED STRUCTURAL- USE PANELS OR
APPLICABLE CODES AND 600D PRACTICE. DEVIATIONS FROM THE DRAWIN65
AND SPECIFICATIONS WILL NOT BE PERMITTED WITHOUT WRITTEN 22. ]-JOIST FLOOR SYSTEMS SHALL BE IN ACCORDANCE WITH THE WOOD APPLICABLE CODE EVALUATION REPORTS.
AUTHORIZATION OF THE ARCHITEGT/ENOINEER. FRAMING MATERIAL STANDARDS SECTION, THE 6OVERNIN& BUILDING CODE, 1.5.5. PARTICLE BOARD: PARTICLE BOARD USED IN STRUCTURAL
AND ANY ADDITIONAL REQUIREMENTS SET FORTH IN THE MANUFACTURER'S APPLICATIONS SHALL CONFORM TO ANSI A205.I AND ANY
la. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY SHOP DRAWIN65 CODE EVALUATION REPORT. REQUIREMENT5 AS SET FORTH IN THE MANUFACTURER'S CODE
NEEDED, UNLESS OTHERWISE SPECIFIED. ALL DIMENSION5 AND CONDITIONS EVALUATION REPORT.
PERTAINING ARE TO BE FIELD VERIFIED. 25. NOTCHES IN THE TOP OR BOTTOM EDGE OF SOLID SAWN RAFTERS SHALL
NOT BE GUT IN THE MIDDLE ONE-THIRD OF THE RAFTER SPAN. NOTCHES IN THE 1.5.4. FIBERBOARD: FIBERBOARD USED IN STRUCTURAL APPLICATIONS
20. CONTRACTOR TO REMOVE d RELOCATE AS REQUIRED ALL EXISTING WORK OUTER THIRDS OF THE SPAN SHALL NOT EXCEED ONE-SIXTH OF THE ACTUAL SHALL MEET THE PROVISIONS OF ANSI/AHA Alc14.1 CELLULOSIC
WHICH INTERFERES WITH NEW CONSTRUCTION IN A WORKMAN LIKE MANNER. RAFTER DEPTH. WHERE NOTCHES ARE MADE AT SUPPORTS THEY SHALL NOT
EXCEED ONE-FORTH THE ACTUAL RAFTER DEPTH. BORED HOLES ARE LIMITED FIBERBOARD OR ASTM 0205 STANDARD SPECIFICATION FOR
21. ALL MATERIALS ARE TO BE INSTALLED A5 PER MANUFACTURER'S IN DIAMETER TO ONE-THIRD THE ACTUAL RAFTER DEPTH AND THE EDGE OF THE CELLULOSIC FIBER INSULATING BOARD.
SPECIFICATIONS, UNLE55 NOTED OTHERWISE. HOLE SHALL NOT BE CLOSER THAN 2 INCHES TO THE TOP OR BOTTOM EDGES. 1.5.5. STRUCTURAL PANEL SIDING STRUCTURAL PANEL SIDING USED IN
22. PROVIDE FIREBLOCKIN6 AS PER NEW YORK ACCESSIBILITY STANDARDS. 24. NOTCHES IN EITHER EDGE OF STUDS SHALL NOT BE LOCATED IN THE STRUCTURAL APPLICATIONS SHALL MEET THE REQUIREMENTS OF U.S.
MIDDLE ONE-THIRD OF THE STUD LENGTH. NOTCHES IN THE OUTER THIRDS OF DEPARTMENT OF COMMERCE VOLUNTARY PRODUCT STANDARD I
25. PLEASE NOTE THAT THESE PLANS ARE PROTECTED AGAINST ANY THE STUD LENGTH SHALL NOT EXCEED 25% OF THE ACTUAL DEPTH. BORED (PS- 1), THE 60VERNING BUILDING CODE, AND ANY ADDITIONAL
UNAUTHORIZED USE UNDER FEDERAL LAW BY THE ARCHITECTURAL WORK5 HOLES SHALL NOT EXCEED 40% OF THE ACTUAL STUD DEPTH AND THE EDGE REQUIREMENTS AS SET FORTH IN APPLICABLE GORE EVALUATION
COPYRIGHT PROTECTION ACT OF: 19c10 (AWCPA), WHICH HAS SEVERE PENALTIES. OF THE HOLE SHALL NOT BE CLOSER THAN 5/8" TO THE EDGE OF THE STUD. REPORTS.
NOTCHES AND HOLES SHALL NOT OCCUR IN THE SAME CRO55-SECTION.
2.2. FASTENERS AND CONNECTORS: ALL FASTENERS AND CONNECTORS SHALL
25. FOR NEW WALLS, A PERFORATED 5HEARWALL SYSTEM 15 USED. THE CONFORM TO THE STANDARDS SPECIFIED IN M 2.2.1 THROUGH M 2.2.7.
CLASS WINDOWS AND DOORS CONTRACTORS ATTENTION 15 DIRECTED TO THE APPLICABLE DETAILS, N
I. ALL 6LA55 TO BE INSULATED l_OW-E, UNLESS OTHERWISE SPECIFIED. NOTES, AND TABLES ON PAGE 6-003 $ 6-004. THE FASTENING SCHEDULE 2.2.1. 5OLT5: BOLTS SHALL COMPLY WITH ANSI/ASME B 15.2.1 SQUARE AND H
SPECIFIES THE REQ'D NAILING FOR THE SHEATHING (ANY NAILING HEX BOLTS AND SCREWS (INCH SERIES). w
w
2. 6LA55 DOORS AND WINDOWS SHALL NOT BE INSTALLED UNTIL PROPER
SPECIFICATIONS ON THE FLOOR PLANS SHALL SUPERSEDE THE FASTENING
CLEARANCES ARE PROVIDED. SCHEDULE). HOLDOWN5 OPERATE IN CONJUNCTION WITH THE PERFORATED 2.2.2. LAG SCREWS: LA& SCREWS OR LA6 BOLTS SHALL COMPLY WITH ANSI/ 0
5HEARWALL SYSTEM (INSTALL AS PER APPLICABLE DETAILS +€ MANU. 5PEC.'s). ASME 518.2.1 SQUARE AND HEX 5OLT5 AND SCREWS (INCH SERIES). v
3. ALL SLIDING CLASS DOORS, 5KYLIC7HTS, AND ANY 6LA55 UNIT INSTALLED HOLDOWN LOCATIONS ARE SPECIFIED ON THE FOUNDYFLOOR PLANS.
WITHIN IS" OF FINISHED FLOOR SHALL BE OF INSULATED TEMPERED 6LA55, 2.2.3. TRUSS METAL CONNECTOR PLATES: TRUSS METAL CONNECTOR PLATES
UNLESS OTHERWISE NOTED. 26. COLUMN BEARING AS FOLLOWS: SHALL MEET THE REQUIREMENTS OF AN5I/TPI I NATIONAL DESIGN
WOOD POSTING TO BE BLOCKED SOLID TO FOUND. WALL w/ END GRAIN, STANDARD FOR METAL PLATE CONNECTED WOOD TRU55 CONSTRUCTION,
4. ALL 6LA55 UNITS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH TREATED WOOD 4 FLASHING. STEEL COLUMNS ARE TO BEAR UPON FOUND. THE C70VERNINO BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS
MANUFACTURER'5 SPECIFICATIONS. WALL w/STEEL SHIMS E A MIN. 3/4" OF NON-SHRINK GROUT. AS SET FORTH IN THE MANUFACTURER'S GORE EVALUATION REPORTS.
SECURE w/(2) 1/2" (P ANCHOR BOLTS (4" LONG EXPANSION BOLTS ® OR STRAPPING SIZE AND
5. ALL WINDOW5 TO BE CAULKED AND SEALED AS PER NEW YORK STATE EXIST. WALLS 4 12 2.2.4. METAL CONNECTORS WHERE METAL PLATE
LONG HOOKED BOLTS ® NEW FOUND. WALLS). FOR ANY CAGE ARE SPECIFIED, MINIMUM METAL
A655,LATE STRUCTURAL QUALITY,
ENERGY CONSERVATION CONSTRUCTION CODE. POSTING ® G.M.U. WALL SEE PLAN FOR REQUIRED REINFORCING (® MIN. I6° GRADE 33 STEEL SHALL BE USED. OTHER METAL CONNECTORS SHALL
WIDE 3 COURSES OF SOLID BRICK MA50NRY CENTERED ® POSTIN6, U.O.N). MEET THE REQUIREMENTS OF THE GOVERNING BUILDING GODS AND ANY PROJECT:
6. PROVIDE FLA5HIN6 PANS UNDER ALL SLIDING &LA55 DOORS, WINDOWS, OR HOWEVER,WHEN COLUMN OR P05TINO IS PART OF THE LOAD PATH FOR USE ADDITIONAL REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S
ANY OTHER TYPE OF 6LA55 UNIT WHEN WITHIN b" OF AN EXTERIOR SURFACE. IN A 5HEARWALL, ALL ANCHORS MAKING AN ATTACHMENT ARE TO BE w/ CODE EVALUATION REPORTS.
7. STANDARD 5HEARWALL HARDWARE (w/NOTED VALUES) d ANCHOR BOLTS,
SCREENS AND HARDWARE NECESSARY FOR PROPER FUNCTION OF SUCH UNITS. H 0 KA N S 0 N
ALL EXTERIOR DOORS ARE TO BE WEATHERED STRIPPED AND PROVIDE ALL U.O.N. WITH TOP GAPS ® STEEL COLUMNS TO BE MIN.Y4" BENT PLATE S" LONG 2.2.5. NAILS: NAILS SHALL COMPLY WITH ASTM F 1667 STANDARD
S s
w/ 6 RISE +£ w/ (2) /4 Q BOLTS THROUGH CENTER LINE OF VERTICAL LE65 SPECIFICATION FOR DRIVEN FASTENERS: NAILS, SPIKES, AND STAPLES. AS-BUILTS. ALL 6LA55 I5 TO BE FREE OF SCRATCHES AND IMPERFECTIONS. 6LA55 SET 6 DIST., U.O.N. - ADDITIONAL INFO. 15 FOUND ON PAGE 6-003.
SHOULD BE GUARANTEED BY THE: MANUFACTURER FOR A PERIOD OF 5 YEARS. 2.2.6. PNEUMATIC NAILS AND STAPLES: PNEUMATIC NAILS AND STAPLES
SHALL MEET THE REQUIREMENTS OF THE GOVERNING BUILDING GODS
9. ALL WINDOWS TO BE ANDERSE:N. IF CONTRACTOR IS TO SUBSTITUTE WITH GYPSUM WALL BOARD AND ANY ADDITIONAL REQUIREMENTS AS SET FORTH IN THE
ANOTHER WINDOW MANUFACTURER, IT IS THE RESPONSIBILITY OF THE I. 6YPSUM WALL BOARD SYSTEMS SHALL BE OF A TAPE JOINT AND JOINT MANUFACTURER'S CODE EVALUATION REPORTS.
COMPOUND METHOD.
CONTRACTOR TO VERIFY THAT THE CHARACTERISTICS OF THE WINDOW MATCH
THE CHARACTERISTICS OF THE ANDERSEN WINDOW 5-ECIFIED. THE 2.2.1. SCREWS: SCREWS SHALL COMPLY WITH AN51/ASME 8 IS.6.1 1745 NOKOMIS ROAD
S ARE AS FOLLOWS, BUT NOT LIMITED TO: DESIGN PRESSURE, 2. ALL 6YPSUM BOARD SHALL BE I/2 ON WALLS AND CEILING,UNLESS WOODSGREWS (INCH SERIES).
CHARACTERISTICS
ROUGH OPENING, FACTOR, LI AREA,VENT AREA, AND EGRESS OTHERWISE NOTED. WATER RESISTANT (W.R) AT BATHROOMS AND WHERE SOUTHOLD, NY 119 1
REQUIREMENTS. DEEMED APPLIGABLE.
10. WINDOWS IN TUB/SHOWER ENCLOSURES AND WITHIN STAIRWAYS SHALL BE 3. 5/S", ONE HOUR RATED, TYPE 'X' 6YPSUM BOARD ON GEILIN6 AND WALLS INSULATION
TEMPERED 6LA55. (WHERE APPLICABLE) AT HEAT PRODUGIN& EQUIPMENT TO EXTEND THREE FEET 1. ALL EXTERIOR WALLS AND ROOFS SHALL BE INSULATED WITH FOIL FACED DRAWING TITLE:
IN EACH DIRECTION BEYOND THE UNIT(5). ALSO AT HEAT PRODUCING FIBEROLA55 BATT INSULATION BY JOHN MANVILLE OR APPROVED EQUAL.
II. EXTERIOR GLAZING SHALL BE PROTECTED FROM WINDBORNE DEBRIS. EQUIPMENT, CONCRETE FLOOR OR IF PLACED ON WOOD FRAME, INSTALL FOIL TO BE PLACED TOWARD WARM SIDE. PROJECT DATA &SCOPE
GLAZED OPENING PROTECTION SHALL MEET THE REQUIREMENTS OF THE LARGE CONCRETE PANELS OF 5/S THICKNESS MINIMUM.
MISSILE TEST OF ASTM Elci4b AND A5TM E1556 AS MODIFIED BY 2020 NYS BG 4. FINISH JOINTS, J-BEADS, NAIL DIMPLES, CORNERS, AND EDGES SHALL BE 2• PROVIDE 2" R-10 RIGID FOAM INSULATION FOR EXTERIOR FOUNDATION GENERAL CONSTR. NOTES
SECTION 301.2.1.2.1. 6ARAOE DOOR GLAZED OPENING PROTECTION SHALL MEET TAPED AND RECEIVE THREE COATS OF JOINT COMPOUND. ALLOW 24 HOURS WALLS FROM b BELOW GRADE TO 24' BELOW GRADE IF DESIRED BY
THE REQUIREMENTS OF AN APPROVED IMPACT-RESISTANT STANDARD OR TO DRY BETWEEN GOATS. FINAL GOAT TO BE SANDED SMOOTH. CONTRACTOR OR OWNER. CARE SHOULD BE TAKEN NOT TO DAMAGE
AN51/DASMA 115. FOUNDATION WATERPROOFIN6.
12. AS AN ALTERNATIVE TO NOTE: #11 ABOVE, WOOD STRUCTURAL PANELS WITH 5. METAL CORNER BEAD TO BE USED ON ALL OUTSIDE CORNERS AND AROUND 3. GENERALLY, UNLESS NOTED OTHERWISE, INSULATE AS FOLLOWS:
A THICKNESS OF NOT LESS THAN a" AND A SPAN OF NOT MORE THAN 6' SHALL ALL OPENIN65. - a R-30 FOR FLAT CEILINGS
BE PERMITTED AS 6LAZIN6 PROTECTION. PANELS SHALL BE PRECUT AND 6. FASTEN 6YPSUM BOARD AS PER FA5TENIN6 SCHEDULE ON PAGE 6-003. - 6.25" R-30C FOR VAULTED AND CATHEDRAL CEILINGS PAGE:
ATTACHED TO THE FRAMING SURROUNDING THE OPENING. PANELS SHALL BE - 3.5 R-15 FOR 2 x4 WALL CONSTRUCTION
PREDRILLED AND SECURED WITH THE ATTACHMENT HARDWARE PROVIDED AS - 5.25" R-21 FOR 2"x6" WALL CONSTRUCTION G-001. 0
PER THE ANCHORAGE METHOD 51=LECTED IN ACCORDANCE WITH TABLE - 5.25" R-21 FOR FLOORS
R301.2.1.2. ATTACHMENT HARDWARE SHALL BE PERMANENT
CORROSION-RESISTANT AND THE ANCHORS SHALL BE PERMANENTLY INSTALLED
ON THE BUILDING.
DATE: 06/09/25 1 0 F 2
I ij l >=
A
C ENEl;P.,AL
_ EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT
WOOD FRAME (L.G. STL. n-
EXISTING TO REMAIN WHEN APPLICABLE) Q
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NEW WOOD FRAME (L.G. NEW FOUNDATION WALL Lu C6
STL. WHEN APPLICABLE) Lu
MIN. (2) 2"x4" STRUCTURAL O m
NEW I-HR FIRE RATED ® POST FOR 4" WALLS Q }' N
MIN. (2) 2"x6" STRUCTURAL � c
WOOD FRAME (L.G. STL. (WHEN APPLICABLE) POST FOR 6" WALL5), U.O.N. O
NEW 2-HR FIRE RATED _0 } 0
WOOD FRAME (L.G. STL. iU NEW PLUMBING WALL L z .-
WHEN APPLICABLE) O O N „ O�
d •Co �
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0 O O 4-
_c Om z �
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Q ro-
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U EXISTING FIRST FLOOR
- NO CHANGES
3
4 U c
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m EXIST. MECH. in EXISTING
ROOM r BASEMENT Q •r—^
II) ® q.2 X. P
V
5'-q" 18'-2"
1r_�/2rr 4r_1V:2"
EXIST. X.
mG 05ET Up ,ry
EXIST.
STORAGE
�, HGHT. BU I L_I I NO SEOT I ON 1 - 1
r SCALE: 1/4" = 1'-0"
'715" GL6. 5r_q„ -
H6HT. 10'-6" L
EXIST. _
EXIST.. I
ROOM CLOSET iN 5
_ry
0� 3'-21, VENT
i
iV
d O ° 0
N !
FINISHED •
RECREATION 5M/Go
UNFINISHED ROOM NATURAL LIGHT 4 VENTILATION
-7'2" GL6. (HABITABLE SPACE)
HGHT.
FLOOR AREA 4q5 S.F.
I-I
A-101 S.F. REO. S.F. PRO\/. Z
DISCONNECTED OF FLOOR AREA
3q.6 S.F. 25.0 S.F. 2
O WATER ARTIFICIAL LIGHT v
VENTILATION;MIN. HABITABLE BASEMENT AREA: 4q5 SQ. FT.PUMP 4% OF FLOOR AREA 1q 8 S.F. 28.6 S.F. REQUIRED LIGHT: 6 FOOT CANDLES /50. FT.
(1) 6W LED BULB = 450 LUMENS ilul
fr
6 FT. CANDLES X 4q5 50. FT. = 2,q'70 LUMENS
2,q-70 LUMENS /450 LUMENS = 6.6
MINIMUM (6.6) 6W LED LI6HT5 REQUIRED Fw_'
MINIMUM (0 6W LOW VOLTAGE L16HT 0
3q'-q r
FIXTURES REQU I RED
PROJECT:
HOKANSON
EX I ST I NO BASEMENT PLAN AS-BUILT
SCALE: 1/4" = P-O"
PLAN $ 5EOTION NOTES 1745 NOKOMIS ROAD
DOOR NOTE: SOUTHOLD, NY 11971
Oj I. INSTALL NEW INTERIOR DOORS WHEN GALLED OUT
ON PLANS BY 'JELD-WEN' (OR EQUAL).
INSTALL2. E EXTERIOR DOORS WHEN GALLED OUT
DRAWING TITLE:
ON PLANS BY 'THERMATRU' (OR EQUAL).
5.NOTE DOES NOT INDICATE EACH NEW DOOR
PROPOSED;SEE DESIGNATIONS d DOOR SCHEDULE. AS-BUILT BASEMENT PLAN
4.PLACE DOORS 4" MIN. FROM PERPENDICULAR
WALLS, U.O.N. AS-BUILT BASEMENT SECTION
5. INSTALL AS PER MANU 5PEC:.'s
6.PROVIDE (2) 2"xl0" HDR., U.O.N.
-i. SEE PAGE 6-005 FOR ALL OTHER FRAMING
ELEMENTS AROUND DOORS (TYP. FOR ALL) U.O.N.
O SMOKE DETECTOR / GO DETECTOR NOTES:
2 I. CONTRACTOR SHALL PROVIDE GODS COMPLIANT
PAGE:
SMOKE /CARBON MONOXIDE COMBINATION DETECTOR
HARD WIRED TO EACH OTHER W BATTERY BACKUP.
2.INTERCONNECTION BETWEEN NEW 4 EXISTING DEVICES ® ■ O O
SHALL NOT BE REQUIRED WHERE EX15TINO ALARMS
ARE NOT INTERCONNECTED, A5 PER NY5 R514.4. A-1
5.PROVIDE SMOKE/CO DETECTORS AS INDICATED, AND
PER GENERAL ELECTRICAL NOTES ON PAGE 6-002.
4.5MOKE /GO DETECTORS TO MAINTAIN 5' MIN.
HORIZONTAL SEPARATION FROM 5UPPLY/RETURN DUCTS
It OPENINC75 TO BATHROOMS w/SHOWER OR TUB. DATE: 06/09/25 2 OF 2
5.INSTALL ALL A5 PER MANU. SPEC.'S
6.SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR
IN COMPLIANCE WITH LOCAL CODE
O TYPICAL FLOOR CONSTRUCTION:
I. F.J. AS NOTED ON PLANS
2. MIN. R-30 ONLY BETWEEN FIRST FLOOR AND �-®�✓.fY,m..A. � •�
FOUNDATION)
e V S
q. NEW INTERIOR WALL CONSTRUCTION (TYPJ: C." �}
O I. 2"x4" STUDS ® I6" O.G. w/ DBL. TOP PLATE r
2. 1/2" GYPSUM BD. WALL FINISH EACH SIDE 4�
3. MIN. R-15 BATT INSULATION l
NE:W EXHAUST FAN SHALL BE INSTALLED WHERE n
O VENTILATION 15 NOT MET BY MEANS OF NATURAL
CIRCULATION THROUGH WINDOYJS OR DOORS TO
OUTDOOR 5PACE5 AS PER NYS MECH. CODE SECTION
405.5.2.5; INSTALL AS PER MANU. SPECS
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