HomeMy WebLinkAbout51092-Z TOWN OF SOUTHOLD
w BUILDING DEPARTMENT
TOWN CLERK'S OFFICE
q�P
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#: 51092 Date: 8/21/2024
Permission is hereby granted to:
Bo , Stefania
276 White Oak Shad Rd
New Canaan CT 06849
To: construct accessory pool house as applied for per SCHD approval..
At premises located at:
16615 New Suffolk Ave, New Suffolk
SCTM # 473889
Sec/Block/Lot# 117.-8-2
Pursuant to application dated 7/3/2024 and approved by the Building Inspector..
To expire on 8/21/2025.
Fees:
ACCESSORY $300.00
CO-ACCESSORY BUILDING $100.00
Total: $400.00
(L-"
Buil g Inspector
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 ht p s:H",N w.soutlioldtownii . o
Date Received
APPLICATION FOR BUILDING PERM11T
..
For Office Use Only
PERMIT NO. 5k q Building Inspector.
i
Applications and forms must be filled out in their entirety.Incomplete
applications will not be accepted. Where the Applicant is not the owner,an
PvUtl
Owner's Authorization form(Page 2)shall be completed. TOMN.�l'1 ' O 111 1 .���..
a
Date:June 18th, 2024
OWNER(S)OF PROPERTY:
Name:Stefania & Michael Bopp SCTM#1000-117-08-02
Project Address: 16615 New Suffolk Avenue, New Suffolk, NY 11956
Phone#:(203) 536-3622 ]Tmil:Michael.BOpp@syf.COm
Mailing Address:276 White Oak Shade Rd New Canaan, CT 06840
CONTACT PERSON:
Name:
Set fania Bo
Pp
Mailing Address:276 White Oak Shade Rd New Canaan, CT 06840
Phone#:(203) 536-3622 J Email:stefaniabopp@yahoo.com
DESIGN PROFESSIONAL INFORMATION:
Name: Nicholas Mazzaferro
Mailing Address:PO BOX 57 Greenport, NY 11944 erAAA V1 i L m 2 ZZc� -42 r 2Q4,
Phone#:516-457-5596 x r r 1V:jenny.shoukimas@gmail.com
CONTRACTOR INFORMATION:
Name:TBp
Mailing Address:
Phone#: Emailt
DESCRIPTION OF PROPOSED CONSTRUCTION
RNew Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project:
❑Other $90,000
Will the lot be re-graded? ❑Yes RNo Will excess fill be removed from premises? ®Yes No
1
PROPERTY INFORMATION
Existing use of property:single family dwelling Intended use of property:single family dwelling
Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to
R-40 this property? ❑Yes ENo IF YES, PROVIDE A COPY.
8 Check Box After Readil lg: 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 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 210AS of the New York State Penal Law.
Application Submitted B (print name): `` `` � � � ��}j-� []Authorized Agent BOwner
PP Y(I� � J T� �"� �(� �
Signature of Applicant ' , , Date: (p �Z
STATE O F+4&W-YQR* �c�FL k�ut
SS: � CGtt1GGC-\
COUNTY OF � � 2 )
n�CA being duly sworn, deposes and says that(s)he is the applicant
(Name of individual signing contract)above named,
(S)he is the '13
(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/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 d')O�
4± day of ��JkL , M19
No b is
LUISA FERNANDA ROJAS-MO
Notary Public
PROPERTYConnecticut
My Commission Expires Oct 3
(Where the applicant is not the owner) W 'w
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
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SANI DESIGN CALCULATIONS
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GENERAL NOTES
it FRAMING AND FASTENER INFORMATION
CONSTRUCTION NOTES WIND FRAMING NOTES DOOR SCHEDULE
"r MARK; LOCATION SIMPSONTIE# INSTALL NOTES
1, THE INFORMATION WITHIN THIS SET OF CONSTRUCTION DOCUMENTS IS RELATED TO BASIC DESIGN 1. RIDGE-TO-RAFTER ASSEMBLY: NJ. j TYPE UNIT SIZE(WxH) MATERIAL NOTES II
INTENT AND FRAMING DETAILS THEY ARE INTENDED AS A CONSTRUCTION AID.NOT AS A SUBSTITUTE Ii 1-1/4"X 20 GAUGE STRAP SHALL BE ATTACHED TO EACH PAIR OF RAFTERS IN ACCORDANCE TO
FOR GENERALLY ACCEPTED GOOD BUILDING PRACTICE AND COMPLIANCE WITH CURRENT NEW ! TABLE 14 WHEN A COLLAR TIE IS USED IN LIEU OF A RIDGE STRAP THE NUMBER OF 10d COMMON 1�1 EXTER/OR FOLDING 13'1.75"x 8'-0° ANDERSON'B/G DOOR'OUTSWING ONFLOOR'DRAINAGES/LL 1 1 ! ROOF 1 j
YORK STATE BUILDING CODES THE GENERAL CONTRACTOR IS RESPONSIBLE FOR PROVIDING NAILS REQUIRED IN EACH END OF THE COLLAR TIE NEED NOT EXCEED THE RECOMMENDED �= LOW-EGLASS RETRACTABLE BUG SCREEN
! RIDGE ! LSTA/15 I EVERY RAFT ! 20 GA-1 "x 15
STANDARD CONSTRUCTION DETAILS AND PROCEDURES TO ENSURE A PROFESSIONALLY FINISHED, I NUMBER OF NAILS IN THE STRAP. EXTERIOR OUTSWING(powder) 2'-8'x 41" ANDERSONE-SERIES GLAZED RIBBED GLASS
STRUCTURALLY SOUND AND A WEATHERPROOF COMPLETED PRODUCT 2 RAFTER-TO-WALL ASSEMBLY. I' 1.72 (p )! 2 RAFTER WALL LSTA/16 EVERY RAFT
II LATERAL FRAMING AND SHEAR WALL CONNECTIONS FOR RAFTER,CEILING OR WALL TO TOP LOW-E GLASS I 12 GA-1 x 16 j
2 ALL CONSTRUCTION TO CONFORM TO THE DESIGN OF THE 2018 IRC AND 2017-NXS SUPPLEMENTS 1�� INTERIOR SWING(powder) 2-8"x T-0" 1-3/4"TRU-STILE MDF PRIVACYLOCK
3 THE GENERAL CONTRACTOR IS RESPONSIBILITY FOR ENSURING THAT ALL WORK AND PLATE SHALL BE IN ACCORDANCE TO TABLE 3.3.WHEN A RAFTER OR TRUSS DO NOT FALL IN LINE 3 WALL WALL LSTA/21 EVERY STUD 20 GA-1 "x 21
CONSTRUCTION MEETS CURRENT FEDERAL,STATE.COUNTY AND LOCAL CODES.ORDINANCES AND WITH STUDS BELOW,RAFTERS OR TRUSSES SHALL BE ATTACHED TO THE WALL TOP PLATE AND
REGULATIONS.ETC THESE CODES ARE TO BE CONSIDERED AS PART OF THE SPECIFICATIONS FOR THE WALL TOP PLATE SHALL BE ATTACHED TO THE WALL STUD WITH UPLIFT CONNECTIONS 4 WALL/BASE PL I RSP4-B+M EVERY STUD
THIS BUILDING AND SHOULD BE ADHERED TO EVEN IF IN VARIANCE WITH THE PLAN ROOF OVERHANGING THE RAKE SIDE OF THE BUILDING SHALL BE CONNECTED WITH UPLIFT - 20 GA-2+�"x 4
4 DIMENSIONS SHALL TAKE PRECEDENT OVER SCALED DRAWINGS (DO NOT SCALE DRAWINGS) CONNECTIONS IN ACCORDANCE WITH TABLE 3,3C. „0
5 THE DESIGNER HAS NOT BEEN ENGAGED FOR CONSTRUCTION SUPERVISION AND ASSUMES NO I 3 WALL-TO-WALL ASSEMBLY. O WINDOW SCHEDULE j 5 BASE PL/FOUND 4'-0"O C. I ADD AS NEEDED
ANCHORS
LEVEL SHALL BE ATTACHED WITH UPLIFT ;
RESPONSIBILITY FOR CONSTRUCTION COORDINATING WITH THESE PLANS NOR RESPONSIBILITY FOR I WALL STUDS ABOVE AND STUDS BELOW A FLOOR U I� II
CONSTRUCTION MEANS.METHODS TECHNIQUES,SEQUENCES OR PROCEDURES OR FOR SAFETY CONNECTIONS IN ACCORDANCE WITH TABLE 3 3b.WHEN WALL STUDS ABOVE DO NOT FALL IN
PREPARATIONS AND PROGRAMS IN CONNECTION WITH THE WORK THERE ARE NO WARRANTIES FOR LINE WITH STUDS BELOW THE STUDS SHALL BE ATTACHED TO A COMMON MEMBER IN THE MODEL FRAME SIZE(WxH) GRILL TYPES MANUFACTURER NOTES I; ALL TIES TO BE SIMPSON STRONG TIES OR EQUIVALENT
A SPECIFIC USE EXPRESSED OR IMPLIED IN THE USE OF THESE PLANS, FLOOR ASSEMBLY WITH UPLIFT CONNECTORS IN ACCORDANCE WITH TABLE 3.3 ALL FRAMING TO BE FASTENED IN CONFORMANCE WITH:
6. REFER TO THE WINDOW AND DOOR SCHEDULE FOR EXTERIOR OPENINGS. 4. WALL ASSEMBLY TO FOUNDATION. DOUBLEHUNG 2'-115/8"x 5'-9 1/4" 2 OVER 2 ANDERSEN400 -� IRC CODE TABLE R602.3(1)-GENERAL
INSECT SCREEN
7. THE GENERAL CONTRACTOR IS TO ENSURE THAT MASONRY OR PREFABRICATED FIREPLACES MEETS FIRST WALL STUDS SHALL BE CONNECTED TO THE FOUNDATION,SILL PLATE,OR BOTTOM PLATE LOWS GLASS TABLE R602.3(3)-SHEATHING
ANDERSEN400
OR EXCEEDS MANUFACTURE'S SPECIFICATIONS AND APPLICATION CODES. WITH UPLIFT CONNECTORS STEEL STRAPS SHALL HAVE A MINIMUM EMBEDMENT OF 7 INCHES IN d CASMENT 2'-0 1/8"x4'-4 1/4" 4 1 LOW-EGLASS INSECTSCREEN ji TABLE R802.5(9)-FRAMING-ROOF
8 THE GENERAL CONTRACTOR IS TO CONSULT WITH THE OWNER FOR ALL BUILT-IN ITEMS SUCH AS CONCRETE FOUNDATION AND SLAB-ON-GRADE,15 INCHES IN MASONRY BLOCK FOUNDATIONS, ANDERSEN'B/GDOOR' II
BOOKCASES,SHELVING,PANTRY,CLOSETS.TRIMS,ETC. OR LAPPED UNDER THE PLATE AND NAILED IN ACCORDANCE WITH TABLE 3.3b.WHEN STEEL C EXTERIOR 440 1/2 x 6 6 4 PER SPEC 1609.1.1-2015 IRC+NYS 2020 SUPPLEMENTAL DESIGN-WIND
9. WIND LOAD REQUIREMENTS SHALL BE TAKEN INTO ACCOUNT DURING CONSTRUCTION. i STRAPS ARE LAPPED UNDER THE BOTTOM PLATE,3 INCH SQUARE WASHERS SHALL BE USED FOLDING LOWS GLASS FLUSH SILL
� SPEED IS 130 MPH
WITH THE ANCHOR BOLTS.ANCHOR BOLT SPACING IS TO BE SPACED AND SIZED IN ACCORDANCE „ ANDERSON400 RIBBED GLASS
_ TO TABLE 3.2a.IN ADDITION TO SPACING,ANCHOR BOLTS ARE TO BE SPACED BETWEEN 6-12 D ! CASEMEMT 2-01/8 x3-0 1/2 4 I LOW-EGLASS INSECTSCREEN
'1
= - ---- INCHES FROM THE END OF A SILL PLATE AND ALL CORNERS.
FOUNDATION NOTES 5 TYPE I EXTERIOR SHEARWALL CONNECTIONS _ !
`i ' TYPE I EXTERIOR SHEAR WALLS WITH A MINIMUM OF-j� NAILING SCHEDULE
INCH WOOD STRUCTURAL PANEL ON THE i! NOTE:
_ --.--�_ EXTERIOR ATTACHED WITH 8d COMMON NAILS AT 6"O.0 A THE PANEL EDGES AND 12 O.C.IN THE
---- -.__- ALL UNIT SIZES ARE FINISHED UNIT SIZES.CONTRACTOR TO VERIFY WINDOW JAMB DIMENSIONS I
, FIELD,AND INCH GYPSUM WALLBOARD ON THE INTERIOR ATTACHED WITH 6d COATED NAILS AT I j'
OF ROUGH OPENINGS. CONFIRM WINDOW SIZES WITH DESIGN ARCHITECT PRIOR TO ORDER ROOF FRAMING:PER IRC-CHAPTER 8
1, THE GENERAL CONTRACTOR AND MASON TO REVIEW PLANS,ELEVATIONS,DETAILS AND NOTES TO 7"O C PANEL EDGES AND 10"O C IN THE FIELD SHALL BE IN ACCORDANCE WITH THE LENGTH I •pLL GLAZING SHALL MEET WIND BORNE DEBRIS REQUIREMENTS PER THE BUILDING CODE OF NYS. ! I' WALL FRAMING:PER IRC-CHAPTER 6
DETERMINE INTENDED HEIGHTS OF FINISHED FLOOR(S)ABOVE TYPICAL GRADE. REQUIREMENTS SPECIFIED IN TABLE 3 15a-b. , 1 j! 1I
2, ALL FOOTINGS TO REST ON UNDISTURBED(VIRGIN)SOIL, 6. TYPE II EXTERIOR SHEARWALL CONNECTIONS EGRESS OPENING MIN, 5.7 SQ FT-MAX,44"SILL-AFF li FLOOR FRAMING PER IRC-CHAPTER 5
3 PROVIDE}"EXPANSION JOINT MATERIAL BETWEEN CONCRETE SLABS AND ABUTTING CONCRETE OR TYPE II EXTERIOR SHEARWALLS SHALL MEET THE REQUIREMENTS OF TABLE 3.15a-b TIMES THE -- --- ROOF SHEATHING:PER IRC-CHAPTER 8
MASONRY WALLS OCCURRING IN EXTERIOR OR UNHEATED INTERIOR AREAS APPROPRIATE LENGTH ADJUSTMENT FACTORS IN TABLE 3.16. CEILING SHEATHING:PER IRC-CHAPTER 8 I,
4 ANY NEW CONCRETE WALLS BEING ATTACHED TO EXISTING CONCRETE STRUCTURE SHALL BE 7. INTERIOR SHEARWALL CONNECTIONS. r 1I WALL SHEATHING:PER IRC-CHAPTER 7
INSTALLED WITH#5 RE-BAR,18"LONG AT 12"O C USE APPROVED EPDXY FOR INSTALLATION. ALLOWABLE SIDEWALL LENGTHS PROVIDED IN TABLE 3 14 SHALL BE PERMITTED TO BE I I FLOOR SHEATHING:PER IRC-CHAPTER 5
5. UNLESS OTHERWISE NOTED,ALL SLABS ON GRADE TO BE 4000 PSI CONCRETE TO BE POURED ON 4" INCREASED WHEN INTERIOR SHEARWALLS ARE USED SHEATHING AND CONNECTIONS SHALL BE II CLIMATIC & GEOGRAPHIC DESIGN CRITERIA
THICK SAND OR GRAVEL FILL WITH 6x6 WIRE MESH REINFORCING.INTERIOR SLABS TO BE MINIMUM 4" IN ACCORDANCE WITH 2 4 4 2 AND 2 2.4 RESPECTIVELY,
THICK.ALL FILL TO BE COMPACTED TO 95%RELATIVE DENSITY WITH 8 INCH MAXIMUM LIFTS(LAYERS). 8. CONNECTIONS AROUND EXTERIOR WALL OPENINGS. jl GROUND WIND SEISMIC FROST! WINTER i ICESHIELD (
6. CRAWL SPACES TO BE PROVIDED WITH A MINIMUM 18"x24"ACCESS OPENING.INSTALL ONE 8xl6 CAST
HEADER AND/OR GIRDER CONNECTIONS SHALL BE ATTACHED WITH UPLIFT CONNECTIONS IN II SNOW SPEED DESIGN WEATHERING' LINE TERMITEI DECAY(DESIGN ;UNDERLAYMENT FLOOD
IRON FOUNDATION VENT FOR EVERY 150 SO/FT OF AREA ACCORDANCE WITH TABLE 3.5 WINDOW SILL PLATES SHALL HAVE CONNECTIONS IN ACCORDANCE LOAD j (MPH) CATEGORY DEPTH( TEMP. REQUIRED 1 HAZARDS!,;
7. DAMPROOF EXTERIOR OF FOUNDATION WITH BITUMINOUS COATING AS REQUIRED BY CURRENT WITH TABLE 3.5. - ---T-
N Y S RESIDENTIAL CONSTRUCTION CODE.A 6-MIL POLYETHYLENE FILM SHALL BE APPLIED OVER MODERAT EI SLIGHT !
9. CATHEDRAL CEILING ASSEMBLY. 30 PSF 130 B � SEVERE 3 FT. To To 11° NONE - I
THE BELOW GRADE PORTION OF EXTERIOR WALLS PRIOR TO BACKFILLING WHERE A RIDGE IS TO BE USED AS A STRUCTURAL BEAM,THE RAFTERS SHALL EITHER BE L+ HET ;MODERATe,-
8 DRAINAGE AS REQUIRED BY CURRENT N.Y.S RESIDENTIAL CONSTRUCTION CODE NOTCHED AND ANCHORED ON TOP OF THE BEAM OR SLOPE CONNECTIONS SHALL BE ATTACHED ---
TO EACH RAFTER-TO-RIDGE ALONG THE OPEN CEILING PART OF THE BUILDING.CONNECTIONS TO
THE RIDGE AND WALL SHALL BE ATTACHED WITH THE ABOVE REQUIREMENTS
FRAMING NOTES � PLAN CONTENTS II
L- ------ - -- - -- --OCCUPANCY -�
li I RESIDENTIAL
1. ALL FRAMING TECHNIQUES AND METHODS AS PRESCRIPTIVE DESIGN OF CURRENT SBC HIGH WIND _- _ CLASSIFICATION
ADDITION WOOD FRAMING CONSTRUCTION MANUAL. pp
CSC
2 UNLESS OTHERWISE NOTED ALL FRAMING AND STRUCTURAL WOOD MATERIAL TO BE#2+BTR DECK COVERED PORCH NOTES� BUILDING HEIGHT ±2 5'ABOVE AVERAGE GRADE
DOUGLAS FIR
3 FLOORS,WALLS CEILINGS AND RAFTERS TO BE SPACED AT 16"0 C.UNLESS OTHER WISE NOTED I j DESIGN CRITERIA CODE 2020 NYS UNIFORM&SUPPLEMENT
4 UNLESS OTHERWISE NOTED,ALL BEARING WALL HEADERS TO BE(2)2x10#2+BTR.DOUG FIR 1, UNLESS OTHERWISE NOTED,ALL FRAMING MATERIAL TO BE#1 ACQ PRESSURE TREATED
i, BEARING WALL HEADERS TO HAVE(2)JACK STUDS AND(2)FULL LENGTH STUDS ON EACH SIDE OF ALL LUMBER ALL FASTENERS,HANGERS AND ANCHORS TO BE GALVANIZED OR STAINLESS STEEL. FRAMING ELEMENTS, AS PER FLOOR PLANS,CROSS SECTION
OPENINGS LVL HEADERS TO HAVE(3)JACK STUDS AND(2)FULL LENGTH STUDS ON EACH SIDE OF 2 GIRDERS FOR DECK JOISTS TO BE BOLTED TO EACH POST WITH WASHERS AND NUTS GIRDERS _ &GENERAL NOTES _
OPENINGS BEARING WALL WINDOW SILLS SHALL ALSO HAVE(2)WINDOW SILL PLATES FOR 2x4 WALL ON CONCRETE PIERS SHALL BE ANCHORED WITH PROPER STEEL CONNECTORS ANCHORED INTO EXT.BALCONIES 60 �I
OPENINGS BETWEEN 4'-1"AND 6-0"AND 2x6 WALL OPENINGS BETWEEN 5'-11"AND 8'-9".PROVIDE FIRE DESIGN LOAD
CONCRETE WITH A MINIMUM}INCH DIA x 7"LONG ANCHOR BOLTS AND WASHERS AND NUTS j DECKS 40
STOP AND BLOCKING WHERE APPLICABLE. 3. POSTS SUPPORTING GIRDERS SHALL BE ANCHORED TO A 12xl2x12 THICK CONCRETE FOOTING, CALCULATIONS ATTICS W/O STORAGE 10
5 ALL FLUSH BEAMS/HEADERS TO BE INSTALLED WITH HEAVY DUTY GALVANIZED HANGERS AND (LIVE LOADS PSF)
ANCHORS WHERE APPLICABLE TO ALL CONNECTING JOISTS ii USE A MINIMUM}DIA x 8"LONG ANCHOR BOLT WITH WASHERS AND NUTS.FOOTINGS SHALL BE 3 ATTICS W/STORAGE 20
6 DOUBLE UP FLOOR JOISTS UNDER WALLS THAT RUN PARALLEL TO THE FLOOR JOINTS AND UNDER FT.BELOW GRADE.PORCHES WITH COVERED ROOFS SHALL HAVE 12"DIA CONCRETE PIERS FOR �• ROOF(GROUND SNOW LOAD) PER NYS 301.E
THE GIRDERS.
BATHTUBS FLOORS TO HAVE CERAMIC TILE INSTALLED SHALL BE VERIFIED FOR PROPER LOAD ROOMS(OTHER THAN SLEEPING) 40 it
4. DECK JOISTS TO HAVE BLOCKING AT 8'-0" !I
CAPACITY UNLESS NOTED ON PLANS 11 O.0
ROOMS(SLEEPING) 30
7. PROVIDE(2)1-3/4"THICK MICROLAMS(HEIGHT TO MATCH FLOOR JOISTS)AROUND STAIRWELL 5. A MINIMUM OF 10 INCH FLASHING SHALL BE INSTALLED BETWEEN THE BUILDING AND LEDGER I STAIRS 40
AND/OR OTHER ACCESS OPENINGS UNLESS OTHERWISE NOTED(TYPICAL) LEDGER TO BE FASTENED TO BUILDING WITH INCH DIA BOLTS WITH WASHER AND NUTS WHERE GUARDRAILS(ANY DIRECTION) 200
8. DORMERS RUNNING UP FLOOR RAFTERS ARE TO BE SUPPORTED BY DOUBLE RAFTERS ON EITHER NEEDED.
SIDE WHERE APPLICABLE UNLESS OTHERWISE NOTED 6. CONCRETE PIERS SHALL BE A MINIMUM 6"ABOVE GRADE EXPOSURE DESIGN FOR CAT.C
9 PROVIDE BLOCKING/BRIDGING IN FLOOR JOISTS AT 8'-0"0 C.USE SOLID BLOCKING IN FLOOR JOISTS 7. ALL JOISTS TO BE SUPPORTED WITH HANGERS AND ANCHOR BOLTS,EACH JOIST SHALL ALSO BE CATEGORY i,
UNDER ALL BEARING WALLS ANCHORED TO GIRDER(S) `-
10. PROVIDE INSULATION BAFFLES AT EAVE VENTS BETWEEN RAFTERS INSTALL DRAFT BLOCKING AS 8. COVERED ROOFS SHALL BE ASSEMBLED AND ANCHORED THE SAME MANNER AS A TYPICAL LOAD PATH SEE CONSTRUCTION AND WIND PATH �1
NEEDED BUILDING. (RDOF-FOUNDATION) CONNECTION DETAIL PAGE AND GENERAL NOTES
11 UNLESS OTHERWISE NOTED,ALL ROOFS AND WALLS TO HAVE A MINIMUM}'THICK.4 PLY FIR CDX - - -
EXTERIOR SHEATHING GRADE PLYWOOD PLYWOOD TO COVER OVER PLATES AND HEADERS i, WAILING SCHEDULE j SEE GENERAL NOTE PAGE
12 UNLESS OTHERWISE NOTED USE�'THICK T&G PTS FIR OR ADVANTECH PLYWOOD SUBFLOOR -
ADHERED WITH PL400 ADHESIVE AND SCREWED TO FLOOR JOISTS,FINISHED FLOOR TO BE INSTALLED I1 PLUMBING NOTES
EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE
OVER SUBFLOOR AS PER MANUFACTURE'S INSTRUCTIONS __-
13 ALL BATHROOM WALLS TO HAVE 'THICK MOISTURE-RESISTANT SHEETROCK.GARAGE WALLS AND
'� 1 ALL WATER SUPPLY,DRAINAGE AND VENTING TO BE INSTALLED AS PER N.Y.S.RESIDENTIAL FIRE PROTECTION SMOKE ALARMS TO COMPLY WITH NFPA 72 AND NYS R314 IRC.,
CEILINGS AND OVER FURNACE TO HAVE"THICK TYPE-X SHEETROCK ALL OTHER PARTS OF BUILDING CONSTRUCTION CODE. (SMOKE& CARBON MONOXIDE ALARMS TO COMPLY WITH R315 IRC.
TO HAVE REGULAR}"SHEETROCK ALL WALLS TO BE TAPED AND FINISHED 2 VERIFY SEPTIC SYSTEM WITH THE ENGINEER FOR SUFFOLK COUNTY HEALTH DEPARTMENT
14 ALL ROOF WITH A PITCH LESS THAN 4:12 SHALL BE INSTALLED WITH AN ICE&WATER BARRIER OR APPROVAL CO2 DETECTORS)
APPROVED EQUAL.FLAT ROOFS SHALL BE APPLIED WITH A FIBERGLASS BASE SHEET WITH AN EPDM 3. IF WALL STUDS,PLATES OR JOISTS ARE CUTOUT DURING INSTALLATION FOR ANY PLUMBING ENERGY 2020 NY STATE CODE&2018 IECC
TORCH DOWN TYPE MATERIAL OVER RELATED WORK,PROVIDE ADEQUATE BRACING AND PLATES TO PROTECT AND SECURE THE CALCULATIONS
•i 15 ALL SILL PLATES AND WOOD IN CONTACT WITH CONCRETE TO BE PRESSURE TREATED,SILL PLATES STRUCTURE.VERIFY WITH THE STATE CODE AND MANUFACTURE'S RECOMMENDATION FOR MAXIMUM I __
j TO BE INSTALLED WITH A FOAM SILL GASKET AND COP-R-TEX TERMITE SHIELD OR APPROVED EQUAL. un1 F SV p rlM�F aMn ea cFR liTiFn
H VAC NOTES ---
!- --"- -- - - - -- --- -- ---- j1 ROOF SHEATHING REQUIREMENTS FOR WIND LOADS ;I
ELECTRICAL NOTES
1 MECHANICAL SUBCONTRACTOR IS RESPONSIBLE FOR ADHERING TO ALL APPLICABLE CODES AND
I SAFETY REQUIREMENTS SHEATHING J::NAIL SPACING AT NAIL SPACING AT INTERMEDIATE
- -- --" - 2. HVAC SUBCONTRACTOR IS TO FULLY COORDINATE ALL SYSTEM DATA AND REQUIREMENTS WITH THE LOCATION PANEL EDGES SUPPORTS IN THE PANEL FIELD
1. ALL ELECTRICAL TO BE INSTALLED AS PER N Y.S RESIDENTIAL CONSTRUCTION CODE EQUIPMENT SUPPLIER 4'PERIMETER
1 8d COMMON @ 6"0 C
2 ALL ELECTRICAL WORK SHALL BE APPROVED BY A QUALIFIED UNDERWRITER
3. HVAC SUBCONTRACTOR TO PROVIDE FINAL SYSTEM LAYOUT DRAWING AND SUBMIT IT TO THE L EDGE ZONE 8d COMMON @ 6"O.C.
3 ALL ELECTRICAL WORK TO COMPLY WITH 2O14 NEC !! GENERAL CONTRACTOR AND OWNER FOR FINAL REVIEW AND APPROVAL. -
4. INSTALL SMOKE DETECTORS AND CARBON MONOXIDE DETECTORS THROUGHOUT AS PER SECTION I' INTERIOR ZONE 8d COMMON @ 6"O.C. 8d COMMON @ 12"O.C.
- GABLE ENDWALL RAKE R314 AND R315 OF IRC. AND RAKE TRUSS 8d COMMON @ 4"O.0 8d COMMON @ 4"0 C.
ENERGY NOTES SOIL NOTES WALL SHEATHING REQUIREMENTS FOR WIND LOADS
1 THIS DESIGN COMPLIES WITH THE 2018 IRC ENERGY CODE AS A PRESCRIPTIVE DESIGN, 1. NEW FILL TO BE CLEAN OF ORGANIC MATERIAL.CONTRACTOR TO VERIFY EXISTING SOIL CONDITIO
2 THE DESIGN CONSTRUCTION SHALL COMPLY WITH SECTION R402 OF THE 2018 IRC. PRIOR TO FILL.REMOVE AND ADD ADDITIONAL FILL AS NEEDED. NS it S-IEATHING LOCATION; NAIL SPACING AT NAIL SPACING AT INTERMEDIATE
a !I PANEL EDGES SUPPORTS IN THE PANEL FIELD
2. COMPACTION OF NEW FILL SHALL BE AT LEAST 95/o PROCTOR DENSITY(PER ASTM D 698 AND ASTM D
1557) COMPACT THE SOIL AT 12"LIFTS(TYPICAL) CONTRACTOR TO HAVE FILL TESTED BY A 'I 4'EDGE ZONE 8d COMMON @ 6"0 C. 8d COMMON @ 12"O.0 I
FIREBLOCKING NOTES PROFESSIONAL AGENCY FOR COMPACTION l a I ISSUE I REVISION DATE
I--- - 3. DO NOT BACKFILL UNTIL FIRST FLOOR DECK CONSTRUCTION, SUBFLOOR,IS COMPLETE INTERIOR ZONE I 8d COMMON @ 6"O C. 8d COMMON @ 12"O.0
1 , FOR REVIEW 06121/24
FIREBLOCKING REQUIRED-BY CURRENT NYS RESIDENTIAL CODE
FIREBLOCKING SHALL BE PROVIDED TO CUT OFF AL CONCEALED DRAFT OPENINGS(BOTH VERTICAL AND I OTHER NOTES !
2 1: FOR CONSTRUCTION 06/26/24
HORIZONTAL)AND TO FORM AN EFFECTIVE FIRE BARRIER BETWEEN STORES,AND BETWEEN A TOP STORY
AND THE ROOF SPACE FIREBLOCKING SHALL BE PROVIDED IN WOOD-FRAME CONSTRUCTION I THE
FOLLOWING LOCATIONS 1. PROVIDE f"TYPE-X SHEETROCK FIRE STOPPING AT 10'-0"MAXIMUM DISTANCES FOR NON ACCESSIBLE i 3 ; RECORD SET
1. IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS INCLUDING FURRED SPACES,AT THE AREAS
CEILING AND FLOOR LEVELS CONCEALED HORIZONTAL FURRED SPACES SHALL ALSO BE 2. USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPLE PROTECTIVE COATING FOR CONTACT PEE OF NFK,Y
FIREBLOCKED AT INTERVALS NOT EXCEEDING 10 FEET.BATTS OR BLANKETS OF MINERAL OR GLASS WITH ACQ N.J. MAZZAFERRO, P.E.
FIBER,SHALL BE ALLOWED AS FIREBLOCKING IN WALLS CONSTRUCTED USING PARALLEL ROWS OF 3 INSTALL 1-CO2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR.
STUDS OR STAGGERED STUDS I ' �'m PROFESSIONAL ENGINEER '
2. AT ALL INTERCONNECTIONS BETWEEN CONCEALED VERTICAL AND HORIZONTAL SPACES SUCH AS * I
OCCUR AT SOFFITS.DROP CEILINGS AND COVE CEILINGS P.O.BOX 57,GREENPORT NY, 11956
3. IN CONCEALED SPACES BETWEEN STAIR STRINGERS AT THE TOP AND BOTTOM OF THE RUN
ENCLOSED SPACES UNDER STAIRS SHALL COMPLY WITH CURRENT N Y S.RESIDENTIAL CODE. z f0 / o Q 5164575596 EMAIL maz-lin@msncom
4 AT THE OPENINGS AROUND VENTS,PIPES AND DUCTS AT CEILING AND FLOOR LEVEL TO RESIST THE q CY
FREE PASSAGE OF FLAME AND PRODUCTS OF COMBUSTION. Lu
( JENNY SHOUKIMAS DESIGN LLC DRAWN BY BLS
5 FOR THE FIREBLOCKING OF CHIMNEYS AND FIREPLACES,AS REQUIRED BY CURRENT N Y.S 2
RESIDENTIAL CODE j �`p • 057 ��� DESIGN ARCHITECT
41 EASTERN PKWY,11E DATE 06/21124
AgQFESSIOC BROOKLYN NY
917.583 9228 EMAIL jenny shouk;mas@gmatl com SCALE NTS
GENERAL NOTES 'SHEET NO:
BOPP RESIDENCE �-
16615 NEW SUFFOLK AVE
NEW SUFFOLK,NY 11956
DIST: 1000 SECT 117 BLOCK:08 LOT:02
SUBFLOOR
-F- JOIST
2ND FLOOR WALL � mil
STEEL BEAM j SUBFLOOR
i j I
WOOD JOISTS 4"DIA MAXIMUM
2x612x8 CONTINUOUS WOOD
PLATE BOLTED TO STEEL BEAM
1ST FLOOR WALL i
I i SUBFLOOR WITH 4�'DIA BOLTS @48"O.C.
STAG'
JOIST
4"x+'x 8"STEEL TOP AND BOTTOM PLATE
STEEL BEAM WITH" 6"ANCHOR BOLT"
STRAPPING TO BE ATTACHED TO WALL STUDS @ 48"OC I I
AND ALL WINDOWIDOOR OPENING JACK STUDS PLATE(BOLTED TO BEAM) 3"STEEL COLUMN(10 KIPS)
FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION
4"-8" LSTA36 I-1/4".36"18ga.STRAP INSTALL 4'0"O.C.AND JACK
NOTCH JOIST AND ADJUST HEIGHT(WITH
STUDS ON ALL OPENINGS A NAILING PLATE IF NEEDED)TO BE
TYPICAL BEAM DETAIL Il
LSTA48 1-1/4"x48"169a STRAP INSTALL 4'0"O.C.AND JACK APROX.J'OR HIGHER THAN STEEL BEAM STEEL I BOTTOM BEARING
STUDS ON ALL OPENINGS I TO ALLOW FOR SHRINKAGE(PROVIDE
STRAPPING TO KEEP JOISTS ALIGNED) STAIR RAILING
KING STUD
ENDWALL
CRIPPLE STUD 4"DIA MAXIMUM
Qz
WOOD JOIST
SIDEWALL HEADER
GIRDER/HEADER APPLICATION JACK STUDS ni
FLOOR USP NUMBER DESCRIPTION
1ST ADS5 HOLD DOWN ANCHORI CONNECT TO 1 SIDE OF ALL CORNERS TO
FOUNDATION Wl ANCHOR BOLTS
SPLICED JOISTS OVER HEADER/GIRDER
2ND ADS5 HOLD DOWN ANCHOR: CONNECT TO 1 SIDE OF ALL COERS ON BOTH
BOT.PLATE OF 2ND FLOOR AND IRN OP OF LOCATION USP NUMBER DESCRIPTION APPLICATION 1ST FL.CONNECT THROUGH THE FLOORS TO
JOIST TO I RT10 TYDOWN ' CONNECT
EACH OTHER W/THREADED ROD. GIRDER/ ANCHOR TO EA- LOCATION USP NUMBER DESCRIPTION APPLICATIONI- '20GA.STRAP GUARD
-HEADER JOIST ALL OPENINGS LSTA12 1-114"xl2' APPLY TO EACH JACK STUD RAILING
ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD,
WALL STUD
T1
METAL STRAP
ARM BOARD
DBL,SILL PLATE
SILL PLATE(S)
TERMITE SHIELD SILL
GASKET
FOUNDATION I ANCHOR BOLT EMBEDMENT-
I
POURED CONCRETE:7"
BLOCK WALL:15"
I I WOOD JOIST I I l ff
USE WITH 3x3 SQUARE
STRAPPING TO BE ATTACHED TO WALL STUDS @ I BLOCKING
48"OC AND ALL WINDOW/DOOR OPENING JACK WASHERS P844 POST ANCHOR
STUDS (USP LBPS58) CONC.SLAB(AS REQ.)
FLOOR JOIST DEPTH USP NUMBER' DESCRIPTION APPLICATION FOUNDATION f'DIA ANCHOR BOLT. WOOD GIRDER
STRAP INSTALL 4'0"'0 C.AND JACK ) ANCHOR BOLT CONNECTION SUPPORTING MAXIMUM SPACING liFli 17
4"-8" 1 LSTA24 1-1/4"X24"20ga STUDS ON ALL OPENINGS
SILL PLATE TOm FOUNDATION I ISTORY
72"OC
(CRAWL AWL SPACE OR FND) DECK PIER PER PLAN
8"-14" LSTA30 1-1/4"X30"18ga STRAP INSTALL 4'0"O.C.AND JACK PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPACED
SILL PLATE TO FOUNDATION 2 STORY i�
STUDS ON ALL OPENINGS 36"OC AND OVER OVER BEARING WALLS AND HEADERS, I I 8"DIA
-——----------- (CRAWL SPACE OR FND) I
C?
14"-16" LSTA36 1-1/4"X36"18ga STRAP INSTALL 4'0"O.C.AND JACK PIER CONC
WALL BOTTOM PLATE TO FND 1-2 STORY
STUDS ON ALL OPENINGS (SLAB ON GRADE) 57"OC
I L_j I
ISSUE I REVISION DATE
CONC,SLAB
6 MIL.POLY 1 FOR REVIEW 06121/24
GRANULAR FILL
STEEL COLUMN 2 FOR CONSTRUCTION' 06/26/24
TYP.CONC.FND.DAMPPROOF I
EXTERIOR BMIL POLY ON EXT. CONC.SLAB WOOD JOIST
3
COMPACT FILL RECORD SET
KEYWAY FOOTING I I GIRDERIHEADER
CONC.FOOTING.
WOOD JOIST N.J. MAZZAFERRO, P.E. I
REINFORCING BAR
pp Eye i PROFESSIONAL ENGINEER
DRAIN TILE I MIN.3"STEEL COLUMN ANCHORED TO ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE P.O.BOX 57,GREENPORT NY,11195
24"x24"x12"CONC.FOOTING SUPPORTED WITH THE PROPER STEEL.CONNECTOR.IF ABLE,
SET FIR JOISTS APROX,�'HIGHER THAN LVL HEADERS TO V¢ I 516 457 5596 EMAIL.maz IIn@msn com
TYPICAL CONC FOUNDATION APPLY PILASTERS ALLOW FOR SHRINKAGE&REDUCE BUMP OUTS.
WHERE NEEDED FOR STRUCTURAL BRACING. ...... JENNY SHOUKIMAS DESIGN LLC DRAWN By JLS
0
it DESIGN ARCHITECT
0 141 DATE:06121124
41 EASTERN PKM,11 E
I BROOKLYN NY
'�*Vo 05 gmall com SCALE 411
917.583 9228 EMAIL jenny shoukimas@
OFESSI DETAILS SHEET NO.
BOPP RESIDENCE A f%
16615 NEW SUFFOLK AVE
NEW SUFFOLK, NY 11956
i
i
\ I RAFTER
: I
I
NEOPRENE GASKET
TOP PLATE
i
ROOF JACK C�
WALL STUD i
ROOFING LAPS
FLASHING AT SIDES
AND TOP
FLASHING LAPS
ROOFING AT BOTTOM
LOCATION USP NUMBER DESCRIPTION I APPLICATION
4"THRU ROOF . 4"THRU ROOF RAFTER/PLATE' RT15 ;TYDOWN ANCHOR I CONNECT TO EACH RA
F ROOF JACKS&VENTS DETAIL TO PLATE
WET BAR PLATE/WALL SPTH4 'STUD PLATE ANCHOR I CONNECT OVER PLATES T
1 1/2 V BA TH
STUD
1112V 1112V 1112V I
i
I
SINK LAV i
OA.I :MA
E WC I
1STFLODR DW 112� KE
1-112"
;i
SLAB ON GRADE � RIDGE CAP OF SAME 2„ RAFTER
2 + 2 �• \ MATERIAL AS ROOFING t J
®
NAILED TO SHEATHING- C.O. THROUGH VENT TOP PLATE
TO EXISTING SEPTIC 4" 3"
SYSTEM
WALL STUD
RAFTERS
PRE-MANUFACTURED RIDGE
KEEP SHEATHING MIN.1-112"FROM
VENT FOLDS OVER RIDGE TO PEAK TO ALLOW FREE AIR PASSAGE LOCATION USP NUMBER DESCRIPTION
RISER DIAGRAm j CONFORM TO SLOPE OF APPLICATION
1 ROOF I 10-3/4"x 18 a TYDOWN
J NTS 4"-6" RT10 i g I ANCHOR CONNECT TO EACH RAFTER
i 6"-12" RT20 21-1/8"x TYDOWN j
ANCHOR CONNECT TO EACH RAFTER
� I
I
i
0 O 0 O
;0 0
0 0 0
1 � i
I i ,
I
FASTENER TYPE: SPACING:
IF
No 8 WOOD-SCREW BASED 16"O.C. O0 THROUGH-ROOF EXHAUST VENTS
0 0 ANCHOR WITH 21N. 0 0 0
��� SELECTED AND LOCATED BY f
EMBEDMENT LENGTH � I � � CONTRACTOR
No 10 WOOD-SCREWS 16"O.C.
VENTILATION CHANNEL AS REO.
RAFTERS MAINTAIN VENTILATION
BASED ANCHOR WITH 21N o
EMBEDMENT LENGTH O 0; 0 0! \ BLOCKING
d�
0 0, O' -----\\ 2x4 LEDGER LEDGER
� +"DIA LAGSCREW BASED 16"O.C. I I ! 2x4 SOFFIT JOIST
ANCHOR WITH 21N. FASCIA
EMBEDMENT LENGTH I I I:.� GUTTER RAFTER
I
CONTIN SCREENED VENT
O 0 �010 i0 I I CONTIN.SOFFIT/EXT.
0 O' I I
0 ATTIC SHALL BE PROVIDED WITH A MIN NET PLYWOOD
"APA RATED SHEATHING 2x4 DF#2 STUDS ! FREE VENTILATING AREA NOT LESS THAN+
GRADE PLYWOOD OF THE AREA OF THE SPACE VENTILATED ROOF VENTILATION/SOFFITED RAFTER SIZE USP NUMBER DESCRIPTION I APPLICATION
ALL OPENINGS SHALL BE COVERED WITH
(ALTERNATIVE: "O S.B.) I CORROSION-RESISTANT METAL MESH EAVE DETAIL I 2x6-2x8 i LS26 1 18ga,SLOPE HANGER I APPLY 70 EACH RAFTER/LEDG
jo
"APA PLYWOOD Oi 0 0 IO 0 I OPENINGS OFJ"IN DIMENSION.
SHEATHING0 WINDOWSILL I
2x10 LS210 189a.SLOPE HANGER APPLY TO EACH RAFTER/LEDG
I I �
0, !0 .0 IO' 10 I
FASTENER TYPE: SPACING:
: I
TYPICAL WINDOW OPENING No.8 WOOD-SCREW BASED 8"O.C. j
2 ANCHOR WITH 21N.
PANEL SPAN EQUAL OR SMALLER THAN 4'-0" EMBEDMENT LENGTH 01 o 0 0
O, 0,
No.10 WOOD-SCREWS 8"O.C.BASED ANCHOR WITH 21N.
EMBEDMENTLENGTH
i �001_�
# ISSUE/REVISIONJ'DIA LAGSCREW BASED 16"O.C. 0 0 O O DATE
ANCHOR WITH 21N.
EMBEDMENT LENGTH ; FOR REVIEW 062124
i
MULTIPLE PLYWOOD I I
ASSEMBLIES(2)2x4 DF#2 RAFTER I 1 2 FOR CONSTRUCTION 061624
STUDS CONNECTED !
TOGETHER WITH STAIWLESS RIDGE 3 RECORD SET
STEEL OR GALVANIZED `
BOLTS W/WASHERS APID
NUTS @ 2'-0°o.c. I N.J. MAZZAFERRO, P.E.
\ �p,XE OF Ely ro PROFESSIONAL ENGINEER
WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL 5
_ g 1• �� P.O.BOX 57,GREENPORT NY,11956
AS PER SEC.1609 1.2,201516C&NYS 2017 SUPPLEMENT:ALTERNATIVE FOR OPENING PROTECTION(IF NOT USING IMPACT LOCATION USP NUMBER DESCRIPTION APPLICATION �O. 9� 5164575596 EMAIL maz_lin@msncom
GLAZING) -�
WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH ROOF LSTA24 1-1/4"x24"20GA.STRAP APPLY OVER RIDGE TO EACH V A MINIMUM THICKNESS OF+"AND MAXIMUM PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE O JENNY SHOUKIMAS DESIGN LLC DRAWN BY JLS
AND TWO STORY BUILDINGS.PANELS SHALL BE PRECUT TO COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE n j .-t w DESIGN ARCHITECT
PROVIDED (REFER TO SECTION 1609.1 4,1609.E 5 AND TABLE 1609.14.OF N.Y
NOT A SUBSTITUTION FOR DESIGN S.RESIDENTIAL CONSTRUCTION CODE).THIS IS = 41 EASTERN PKWY,IIE DATE p6zv2a
-PRESSURE.ALL OPENINGS MUST HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE. I 57p�5 BROOKLYN NY
ALL PANELS MUST BE CUT TO SIZE AND READY TO USE ON ANY NEW WINDOWS AND DOORS SHUTTERS MUST BE MARKED FOR { .
WHAT OPENING IT IS TO COVER.HARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION, ARO 917583 9228 EMAIL SCALE NTS
Jenny shouk,mas@gma,l com
FESSIO14
'RISER DIAGRAM & DETAILS SHERTNO:
' I BOPP RESIDENCE
16615 NEW SUFFOLK AVE �►-3
NEW SUFFOLK,NY 11956
DIST:1000 SECT:117 BLOCK:08 LOT:02
16615 New Suffolk Ave, New Suffok NY
R-40 Zoning
100.62' Map: 117 Block:08 Lot:02
Existing: Residential Single Family Conforming Use
WIRE FENCE ; EXISITING BUILDING AREA INPUTS
w 1ST Story Gross/Livable space (cellar bulkhead excluded) 1409.5 s ft
z Covered Front Porch (not included in gross) 90.5 s ft-30 sq ft exempt=60.5 s ft
w 2ND Story Gross/Livable Space 1192.4 s ft
Basement(not included in gross) n/a
N ExIsTlll LL
rOOL F:L"a O W
r ON
Attic not included in gross) n/a
ON CONr 2ETE
SL _
Pool (not included in gross) 648 sqf
i--- O TOTAL existing gross area 2601.9 sq ft
17.0' O
10.33' 5.81
OUTDOOR 36' V J
SHOWER n N I..._ LOT COVERAGE FOR NON CONFORMING LOTS less than 20,000 sq ft(§280-124)
ON GRADE -
aov W Existing Lot Size 12,565 sgft
16.19' 12 19 1 a PROPOSED Allowable Lot coverage @ 20%of lot size = 12,565 x .20 = 2,513 sq ft
PERMEABLE F— EXISTING Lot Coverage
PATIO ON GRADE o 1409.5 SF mainhouse+ 60.5 SF covered porch + 648 SF pool) 2,118 sq ft
EXISTING 18'x36' 2
PROPOSED '� � PROPOSED Lot coverage @side Porch 51.5 s ft-30 s ft exempt= 21.5 s ft
1-S N RY IN GROUND POOL TOTAL PROPOSED LOT COVERAGE -�--
WOOD FRAME (1409.5 SF exist. main house+ 60.5 SF exist covered porch +
350 SQF T POOL w LL 648 SF existing pool+21.5 SF propsed side porch+350 Pool house+
HOUSE Z 6.95 outdoor shower fence) 12,496 sq ft COMPLIES
Lu
20.75'
0
136' 0 REQUIRED SETBACKS FOR ACCESORY BUILDING
O
Front Yard _ N/A
Side Yards: individual=10' COMPLIES 10.33' & 17.4'
Side Yards (total)=25' 10.33'+17.4' =27.73'COMPLIES
Rear Yard N/A
POOL HOUSE AREA
Q ALLOWABLE 350 sgft
O PROPOSED sqft 350 sgft COMPLIES
CELLAR
N MAX BUILDING HEIGHT FOR ACCESSORY BUILDINGS
MAX 18' TO TOP OF PITCHED ROOF W/MIN, 5' SIDE YARD SETBAC 16-11.25" complies
NOTE: SCDHS R#: R-24-0820
4 —
184' ZONING CHART
2 NTS
EXISITNG STONE N 1 STORY PYRAMID LINE
PATIO ON GRADE N WD FRAME
HOUSE
WOOD FENC 220' NEW POOL HOUSE /
INSIDE PYRAMID /
ti NEW OUTDOOR /
SHOWER /
CV
1 &2 STORY GRAVEL ENCLOSURE
I I WOOD FRAME HOUSE CONDENSING DRIVEWAY T
l i UNIT ,—
EXISTING 0 LO
PERMEABLE I r
GRAVEL DRIVEWAY r
CHIMN
wz ,
W O �. £T,
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Q
Z Q f- \ 'Xi
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of w 0- ROOF OVER OPEN PROPERTY LINE! °'�
0 U) a- WD FRAME PORCH , M ¢
ro�
22 a' &3/32"
YRAMID DIAGRAM LOOKING NORTH
I-- — r '3,z ' a
WOOD FENCE \ p . 0
I _ \ PYRAMID LINE fieSsIONP�-
CONC. SIDEWALK 100.44� :�7)
\
'\ NEW POOL HOUSE # ISSUF/REVISION DATE
INSIDE PYRAMID
1 FOR REVIEW 06121/24
2 FOR CONSTRUCTION 06126124
MAIN STREET \l
r I 3 RECORD SET
N (NEW SUFFOLK AVE) -
iO O N.J. MAZZAFERRO, P.E.
SITE PLAN T—
I O PROFESSIONAL ENGINEER
3/32" P.O"BOX 57,GREENPORT NY, 11956
1 71 tl � . 4 maz_Iir@msn com
516 57 5596 EMAIL
` JENNY SHOUKIMAS DESIGN LLC DRAWN BY JLS
DESIGN ARCHITECT
41 EASTERN PKWY,11E DATE 06/21/24
PROPERTY LINE BROOKLYN NY
917 583 9228 EMAIL.jenny shoukimas@gmail com SCALE 3/32'=1'-0'
3 PYRAMID DIAGRAM LOOKING WEST
3/32" SITE PLAN & PYRAMID SHEET NO:
BOPP RESIDENCE �`�
16615 NEW SUFFOLK AVE
NEW SUFFOLK,NY 11956
DIST: 1000 SECT:117 BLOCK.08 LOT:02
LEGEND
........ .. ..........
.......................
A B C D EXISTING FOUDATION WALL
. ............
4'-10" 11'-52" ..... ....1, 5,
EXISTING EXTERIOR WALL
EXISTING INTERIOR PARTITION
I I I I
TYPICAL NEW FOUNDATION WALL:
8"CONCRETE FOUNDATION WALL
1 1 7 2"RIDGID INSULATION(R-10)
TYPICAL NEW EXTERIOR WALL:
3/4"CEDAR SHAKES,STAINED
(5 EXPOSURE)
� I ( •: � I � � —• •1 I AIR BARRIER MEMBRANE
$"CDX PLYWOOD ON 2x6 DF
I STUDS @ 16"OC
R-21 KRAFT FACED BATT
I INSULATION
I I , 8"GWB TAPED/PTD
cy)i It
� NEW INTERIOR PARTITION:
I I ��r 2x4"WD FRAMING @ 16"O.C.WITH
`'' ( I 8"THK GWB,TAPED AND PTD.
dI BATT INSULATION TO ACHIEVE 50
SOUND CLASS TRANSMISSION OR
' L I I GREATER
°
VERTICAL 4x4 POSTS
TYP. @ OUTDOOR
nI
SHOWER. 8"
SONOTUBE W/
GALVANIZED POST I
ANCHOR W/8" BOLT
TO PIER. I I I 4" POURED I �° I Z6�COMP ACTED _
8"WIDE FOUNDATION CONCRETE 4000 PSI I I COURSE GRAVEL mico
WALL. SEE SECTIONS I SLAB ON COMPACTED UNDER PAVERS,7
M
R-10 RIDGiD � •� AVEL /� l �
INSULATION AT SIDES
AND UNDERSIDE OF I l e
SLAB ON GRADE
LINE OF FOOTING I ' {
BELOW
f• I I I � I
i I I •'1
i h s O
4'-10" 13'-4" 18'-74
PROPOSED FOUNDATION PLAN
3/8"= V-0"
AROFESS 10�P��
I I
I I
# ISSUE/REVISION DATE
1 FOR REVIEW 06/21/24
2 FOR CONSTRUCTION 06/26/24
3 RECORD SET
N.J. MAZZAFERRO, P.E.
PROFESSIONAL ENGINEER
P O.BOX 57,GREENPORT NY, 11956
516 457 5596 EMAIL maz_lin@msn com
JENNY SHOUKIMAS DESIGN LLC DRAWN BY JLS
DESIGN ARCHITECT
41 EASTERN PKWY,11E DATE 06/21/24
BROOKLYN NY
917 583 9228 EMAIL:jenny.shouk;mas@gmail com SCALE 2
FOUNDATION PLAN SHEET NO:
BOPP RESIDENCE
16615 NEW SUFFOLK AVE
NEW SUFFOLK,NY 11956 -5
DIST: 1000 SECT:117 BLOCK:08 LOT:02
LEGEND
A B C D COOLING UNIT ONLY. NO HEAT EXTERIOR CONDENSER TO AHU IN ATTIC SPACE. EXISTING FOUDATION WAIL
4'-10" 11'-52" 1 5" - - ---
ON-DEMAND GAS WATER HEATER FOR OUTDOOR EXISTING EXTERIOR WALL
1T-0$" SHOWER, BATHROOM FAUCET & KITCHEN FAUCET.
2- 1-3/4"X 9-1/2" LVL -THREE INCHES OF BEARING
5 1 1„ MINIMUM ON EACH SIDE OF HEADER OVER EXTERIOR EXISTING INTERIOR PARTITION
16-10$" 2 FOLDING WINDOW
— TYPICAL NEW FOUNDATION WALL:
8'-1" 32" �, 53„ FOLDING"ACCORDIAN" OUTSWING WINDOW 8"CONCRETE FOUNDATION WALL
4 2" RIDGID INSULATION(R-10)
EXTERIOR SERVING
2-11 COUNTER SEE
CONDENSER O I TYPICAL NEW EXTERI
ELEVATIONS 3/4"CEDAR HAKES, SOTA NEDL
_ _ - ---- - - ---- - -- --.T lY__ (5"EXPOSURE)
AIR BARRIER MEMBRANE
-
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R-21 KRAFT FACED BATT
AREA ulii�
`- II4 C IC FT��MAKEd -I �L� INSULATION
� M8"GWB TAPED/PTD
3' _,�__-2- L — — — — —
M� �I I I W TE TRASH --� "——�-�— NEW INTERIOR PARTITON:
PERMABLE WOOD SLATS POWDER/ wATE O 2x4"WD FRAMING @ 16"O.C. WITH
ON GRAVEL AT GRADE ,° —= -- r 8
�I �n`r r,`r f"THK GWB, TAPED AND PTD.
HANGING G i NG Ic I IQ �`r I BATT INSULATION TO ACHIEVE 50
x ! SOUND CLASS TRANSMISSION OR
WET BAR E
NEW OUTDOOR 11,_9„ I �� i NO 24„ GREATER
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z' 1„I SIN T-3„ \ 1 [1'-3-
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INCHES OF BEARING MININUM ON EACH SIDE OF HEADER
OVER EXTERIOR FOLDING DOOR 1 FOR REVIEW 06/21/24
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2 FOR CONSTRUCTION 0626/24
CLEAN OUT TO SEPTIC FLUSH WITH GRADE , CONCELAED
UNDER REMOVABLE PAVER 3 RECORDSET,-�
. 1
i OF NE N.J. MAZZAFERRO, P.E.
5� 1 M }"opt PROFESSIONAL ENGINEER
P.O.BOX 57,GREENPORT NY, 11956
516 457 5596 EMAIL maz_lin@msn com
DRAWN BY JLS
JENNY SHOUKIMAS DESIGN I
DESIGN ARCHITECT
41 EASTERN PKWY,I1E DATE 0612124
0510 ��* BROOKLYN NY
AROFESS1 ONP� 917 583 9228 EMAIL jenny shoukimas@gmail com SCALE 8'=1'-0'
GROUND FL PLAN SHEET NO:
BOPP RESIDENCE ���
16615 NEW SUFFOLK AVE
NEW SUFFOLK,NY 11956
DIST: 1000 SECT.117 BLOCK:08 LOT:02
LEGEND
..I...................
.......................
......... . ..........
A B C EXISTING FOUDATION WALL
EXISTING EXTERIOR WALL
EXISTING INTERIOR PARTITION
I I TYPICAL NEW FOUNDATION WALL:
FENCE AT OUTDOOR 8"CONCRETE FOUNDATION WALL
SHOWER
2"RIDGID INSULATION(R-10)
TYPICAL NEW EXTERIOR WALL:
3/4"CEDAR SHAKES, STAINED
(5"EXPOSURE)
AIR BARRIER MEMBRANE
8"CDX PLYWOOD ON 2x6 DF
STUDS @ 16"OC
R-21 KRAFT FACED BATT
I I I I
INSULATION
8'GWB TAPED/PTD
— NEW INTERIOR PARTITION:
2x4"WD FRAMING @ 16"O.C. WITH
-+-NEW SHED NEW ROOF 8"THK GWB,TAPED AND PTD.
ROOF NEW ROOF = I BATT INSULATION TO ACHIEVE 50
SOUND CLASS TRANSMISSION OR
I I I GREATER
t`
HALF ROUND GUTTER.
TO DOWNSPOUT MATCH
STYLE AT EXISTING
HOUSE
I I I II
NEW ROOF NEW ROOF—
I
in
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I I I I
I I I I I
I I I I
I I I I
PROPOSED ROOF PLAN
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# ISSUE/REVISION DATE
1 FOR REVIEW 06/21/24
2 FOR CONSTRUCTION 06/26/24
3 RECORDSET
r� OF NE
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PROFESSIONAL ENGINEER
P.O.BOX 57,GREENPORT NY, 11956
� O 5164575596 EMAIL maz_lin@msn com
cl-
I �
JENNY SHOUKIMAS DESIGN LLC 106/21-/24
Q5 C,c� DESIGN ARCHITECT
A 41 EASTERN PKWY,11E
ROFESSIOW ' BROOKLYN NY
917 583 9228 EMAIL:jenny shoukimas@gmail com SCALE
ROOF PLAN SHEET NO:
BOPP RESIDENCE ^�
16615 NEW SUFFOLK AVE
NEW SUFFOLK,NY 11956
DIST. 1000 SECT:117 BLOCK:08 LOT:02
4 3 1 \
15'-8" 7'-83,, \
TOP OF ROOF \
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T.O FIN FLOOR R ' y J 0 N.J. MAZZAFERRO, P.E.
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P.O.BOX 57,GREENPORT NY,11956
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1 WEST ELEVATION s #J ah \=1" JENNY SHOUKIMAS DESIGN LLC
Vl DRAWN BY JLS
3/8"= 1'-0" FO 05 D'
DESIGN ARCHITECT
41 EASTERN PKWY,11 E
I AR DATE 06/21/24
I I O'ESSIOW� BROOKLYN NY
917 583.9228 EMAIL jenny shoukimas@gmad com SCALE e'=1'-0"
ELEVATIONS SHEET NO:
BOPP RESIDENCE �-�
16615 NEW SUFFOLK AVE
NEW SUFFOLK,NY 11956
DIST: 1000 SECTA 17 BLOCK:08 LOT:02
/ A B C D
/ / \ PYRAMID LINE 4'-10" 11'-52' 1'-5" TOP
RIDGE
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i P.0 BOX 57,GREENPORT NY, 11956
516 457 5596 EMAIL maz_lin@msn wm
5` yc
JENNY SHOUKIMAS DESIGN LLC DRAWN BY JLS
DESIGN ARCHITECT
41 EASTERN PKWY,11E DATE 06/21/24
r\j;E BROOKLYN NY
3 ?I I I 9175839228 EMAIL:jenny shoukimas@gmail com
SCALE g
��� ELEVATIONS SHEET NO:
NORTH ELEVATION ARp� Cap�•� BOPP RESIDENCE ���
16615 NEW SUFFOLK AVE
NEW SUFFOLK,NY 11956
DIST: 1000 SECT:117 BLOCK:08 LOT:02
B
C D
11'`2" 1'-5" TOP OF HIGH ROOF
vt
Oy' �t70 T TO RIDGE
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16
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4000 PSI W/2-#5 � GRADE, ON
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BED
2 E-W SECTION
1
C DUCTED 9,000 BTU MINISPLIT.
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11'-52'
4'-10" 5'-11 5/8"
5' 11 1/4" 4-10 5-11 5/8 TOP OF HIGH ROOF
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PIER , T.O FIN FLOOR � �' 1 ra4 c;�fr PROFESSIONAL ENGINEER
T.O FIN FLOOR SLAB/FOUNDATION
P.O. P ,
OBOX 57 GREE ORT NY 11956
T.O. SLAB/FOUNDATIO - _ g
V i 5164575596 EMAIL maz lin@m
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C? �.� DESIGN ARCHITECT DATE 0621/24
8" SONOTUBE I d, co �� �7� �•? 41 EASTERN YN Y,11E
STONE PAVERS TO BROOKLYN NY
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j MATCH EXISTING AROFESS'O��P�. SCALE: t
GRADE, PERMEABLE 9175839228 EMAIL jenny shoukimas@gmaticom
B O._FQO_T11�G ° GRAVEL BED SECTIONS SHEET NO:
I BOPP RESIDENCE Am
16615 NEW SUFFOLK AVE
1 SECTIOrl NEW SUFFOLK,NY 11956
--
3/8 8 = 1'-0" DIST: 1000 SECT:117 BLOCK:08 L O T'02
i
i
ROOF :
ASPHALT SHINGLES,
8" SHEATHING
2x10 RAFTERS W/FURRED AIR VENT
R-49 7.25" BLOWN CLOSED CELL
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7'-84" 15'-8"
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_ r1a — 2X(1x6) COLLAR TIES
48"O.0
I
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TYPICAL NEW EXTERIOR WALL:
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HANDLING UNIT _ WHITE (5" EXPOSURE-MATCH
CONDITIONEDDO
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CASEMENT WINDOW. I R-21 KRAFT FACED BATT
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I
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0
N-S SECTION
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3/8" = 1'-0" BARS THROUGHOUT
i
i
it
# ISSUE l REVISION DATE
1 FOR REVIEW 06121124
I
2 FOR CONSTRUCTION 06/26/24
3 RECORD SET
GP E
N.J. MAZZAFERRO, P.E.
v PROFESSIONAL ENGINEER
P.O.BOX 57,GREENPORT NY, 11956
(� 516457.5596 EMAIL maz_lin@msn com
!Cz JENNY SHOUKIMAS DESIGN LLC DRAWN 8Y JLS
DESIGN ARCHITECT
41 EASTERN PKWY,11E DATE 06/21/24
p �C` BROOKLYN NY
�GFESSIGNAl" 917 583 9228 EMAIL jennyshoukimas@gma+lcom SCALE
SECTION SHEET NO:
BOPP RESIDENCE A-11
16615 NEW SUFFOLK AVE
NEW SUFFOLK,NY 11956
DIST: 1000 SECT:117 BLOCK:08 LOT:02