HomeMy WebLinkAbout51838-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#: 51838 Date: 04/18/2025
Permission is hereby granted to:
Stefania Bopp
276 White Oak Shade Rd
New Canaan, CT 06849
To:
construct a porch addition to an existing single-family dwelling as applied for per ZBA approval..
Premises Located at:
16615 New Suffolk Ave, New Suffolk, NY 11956
SCTM# 117.-8-2
Pursuant to application dated 03/07/2025 and approved by the Building Inspector.
To expire on 04/18/2027.
Contractors:
Required Inspections:
Fees:
Single Family Dwelling- Addition&Alteration $275.50
( RESIDENTIAL $100.00
Total S375.50
4
Building Inspector � �
,w�,ypryrypp,.yr..
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 t�t��"Ny outholdtoNytin .gov
Date Received
APPLICATION FOR BUILDING-PER"[Xis v
For Office Use Only II
PERMIT NO. Sfs'-w S Building Inspector__ 7 2025
Applications and forms must be filled out in their entirety. Incomplete
applications will not be accepted. Where the Applicant is not the owner,antd'l Depeanrart
Owner's Authorization form(Page 2)shall be completed. or Soutiold
Date: April 19th, 2024
OWNER(S)OF PROPERTY:
Name: Stefania & Michael Bopp A
M#1000- 117-08-02
Project Address: 16615 New Suffolk Avenue, New Suffolk, NY 11956
Phone#: (203) 536-3622 Email: Michael.Bopp @syf-corn
-]
Mailing Address: 276 White Oak Shade Rd New Canaan, CT 06840
CONTACT PERSON:
Name: Stefania Bopp
Mailing Address:276 White Oak Shade Rd New Canaan, CT 06840
Phone#: (203) 536-3622 Email:stefaniabopp@yahoo.com
DESIGN PROFESSIONAL INFORMATION:
Name:Jennifer Shoukimas
Mailing Address: 41 Eastern Parkway, 11 E Brooklyn NY 11238
Phone#:917-583-9228 Email:jenny.shoukimas@gmail.com
CONTRACTOR INFORMATION:
Name: Carlos Guazhambo
Mailing Address: `rb4
Phone#: (631) 903-0896 Email: Ca rioshamptons@gmail.com
DESCRIPTION OF PROPOSED CONSTRUCTION
❑New Structure ❑Addition IRAlteration ❑Repair ❑Demolition Estimated Cost of Project:
❑Other ; 6,000
Will the lot be re-graded? Dyes - No 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 @*No IF YES, PROVIDE A COPY.
8 Check Boy 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 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 By(print name): M,x(k Pr
❑Authorized Agent ROwner
Signature of Applicant: ., "
� Date:
STATE OF R K)
SS:
COUNTY OF )
1 Gk e being duly sworn, deposes and says that(s)he is the applicant
(Name of individual signing contract)above named,
(S)he is the
(Contractor,Agent,Corporate Officer,etc.)
of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this
application;that all statements contained in this application are true to the best of his/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
y of--- __ _ 204'�y
Notary Public
=Expires
PROPER ry NEI 1,,,,1 Ill , i l
(Where the applicant is not the owner) 31, 2026
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
GENERAL NOTES
II! CONSTRUCTION NOTES
WIND FRAMING NOTES I! FRAMING AND FASTENER INFORMATION
II I
i II MARk! LOCATION SIMPSON TIE# INSTALL NOTES
I
EACH PAIR OF RAFTERS
II 1 THE INFORMATION WITHIN THIS SET OF CONSTRUCTION DOCUMENTS IS RELATED TO BASIC DESIGN I 1. RIDGE-TO-RAFTER ASSEMBLY: TO F I.
INTENT AND FRAMING DETAILS.THEY ARE INTENDED AS A CONSTRUCTION AID,NOT AS A SUBSTITUTE TABLE 3.4 WHENEA COLLAR TIE STRAP ISUSED BE INLEEDU OF A RIDGE STRAP THE NUMBER OF Od COMMON €� I 1 ROOF
LS7A/15 EVERY RAFT I 20 GA-1 a'x 15
FOR GENERALLY ACCEPTED GOOD BUILDING PRACTICE AND COMPLIANCE WITH CURRENT NEW I�
1 YORK STATE BUILDING CODES.THE GENERAL CONTRACTOR IS RESPONSIBLE FOR PROVIDING li NAILS REQUIRED IN EACH END OF THE COLLAR TIE NEED NOT EXCEED THE RECOMMENDED 2 RAFTER/WALL LSTA/16 EVERY RAFT
STANDARD CONSTRUCTION DETAILS AND PROCEDURES TO ENSURE A PROFESSIONALLY FINISHED, NUMBER A NAILS IN THE STRAP f l 12 GA_1 a x 16
STRUCTURALLY SOUND AND A WEATHERPROOF COMPLETED PRODUCT. I 2. RAFTERLATERAWALL FRAMING
AND SHEAR LY: �L
2. ALL CONSTRUCTION TO CONFORM TO THE DESIGN OF THE 2018 IRC AND 2017-NXS SUPPLEMENTS. III PLATE
SHALL BE N ACCORDANCE ATO TAABLE 3 3 WHEN A RAFTER OR TRUSS 00 NOT FALL IN LINE !� t! 3 WALL/WALL ( LSTA/21 EVERY STUD
�I 3. THE GENERAL CONTRACTOR IS RESPONSIBILITY FOR ENSURING THAT ALL WORK AND 20 GA-1 "x 21
CONSTRUCTION MEETS CURRENT FEDERAL,STATE,COUNTY AND LOCAL CODES,ORDINANCES AND I WITH STUDS BELOW,RAFTERS OR TRUSSES SHALL BE ATTACHED TO THE WALL TOP PLATE AND
HED TO THE THE 4 WALL%BASE PL RSP4-B+M i EVERY STUD 20 GA-2}"x 4
REGULATIONS,ETC.THESE CODES ARE TO BE CONSIDERED AS PART OF THE SPECIFICATIONS FOR I ROOF ALL TOP PLATE
THE RAKE SIDE OF THE BUILDINGLSHALL BE CONNECTED WITH UTPLLIFT
THIS BUILDING AND SHOULD BE ADHERED TO EVEN IF IN VARIANCE WITH THE PLAN.DRAWINGS I CONNECTIONS IN ACCORDANCE WITH TABLE 3 3c- �'
4. DIMENSIONS SHALL TAKE PRECEDENT OVER SCALED DRAWINGS (DO NOT SCALE ) 5 I BASE PL!FOUND 0
5. THE DESIGNER HAS NOT BEEN ENGAGED FOR CONSTRUCTION SUPERVISION AND ASSUMES NO II 3, WALL-TO-WALL ASSEMBLY, 4'-0"O.C. ADD AS NEEDED
ANCHORS
RESPONSIBILITY FOR CONSTRUCTION COORDINATING WITH THESE PLANS,NOR RESPONSIBILITY FOR WALL STUDS ABOVE AND STUDS BELOW A FLOOR LEVEL SHALL BE ATTACHED WITH UPLIFT _--_
R FOR SAFETY Il CONNECTIONS IN ACCORDANCE WITH TABLE 3 3b WHEN WALL STUDS ABOVE DO NOT FALL IN
CONSTRUCTION MEANS,METHODS,TECHNIQUES,SEQUENCES,OR PROCEDURES,O ALL TIES TO BE SIMPSON STRONG TIES OR EQUIVALENT
PREPARATIONS AND PROGRAMS IN CONNECTION WITH THE WORK.THERE ARE NO WARRANTIES FOR I FLOOR LINE ITHS TUDS WIT BELOH UPLIFT CONNECTORS N AW,THE STUDS SHALL BE CCORDDANCOE WITH COMMON
3 38ER IN THE ALL FRAMING TO BE FASTENED IN CONFORMANCE WITH-
A SPECIFIC USE EXPRESSED OR IMPLIED IN THE USE OF THESE PLANS. IRC CODE TABLE R602.3(1)-GENERAL
6 REFER TO THE WINDOW AND DOOR SCHEDULE FOR EXTERIOR OPENINGS ; 4. WALL ASSEMBLY TO FOUNDATION
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 TABLE R602.3(3)-SHEATHING
OR EXCEEDS MANUFACTURE'S SPECIFICATIONS AND APPLICATION CODES
WITH UPLIFT CONNECTORS.STEEL STRAPS SHALL HAVE A MINIMUM EMBEDMENT OF 7 INCHES IN TABLE R802.5t9)-FRAMING-ROOF
8. THE GENERAL CONTRACTOR IS TO CONSULT WITH THE OWNER FOR ALL BUILT-IN ITEMS SUCH AS 11 CONCRETE FOUNDATION AND SLAB-ON-GRADE 15 INCHES IN MASONRY BLOCK FOUNDATIONS,
CLOSETS,TRIMS,ETC. I OR LAPPED UNDER THE PLATE AND NAILED IN ACCORDANCE WITH TABLE 3 3b,WHEN STEEL PER SPEC 1609.1.1-2015 IRC+NYS 2020 SUPPLEMENTAL DESIGN-WIND
BOOKCASES,SHELVING,PANTRY,C
9. WIND LOAD REQUIREMENTS SHALL LO TAKEN INTO ACCOUNT DURING CONSTRUCTION. I STRAPS ARE LAPPED UNDER THE BOTTOM PLATE 3 INCH SQUARE WASHERS SHALL BE USED I! SPEED IS 130 MPH
WITH THE ANCHOR BOLTS.ANCHOR BQLT SPACING IS TO BE SPACED AND SIZED IN ACCORDANCE
TO TABLE 3 2a.IN ADDITION TO SPACING ANCHOR BOLTS ARE TO BE SPACED BETWEEN 6-12
INCHES FROM THE END OF A SILL PLATE AND ALL CORNERS
FOUNDATION NOTES I 5 TYPE I EXTERIOR SHEARWALL CONNECTIONS. NAILING SCHEDULE
I TYPE I EXTERIOR SHEAR WALLS WITH A MINIMUM OF,;INCH WOOD STRUCTURAL PANEL ON THE
EXTERIOR ATTACHED WITH 8d COMMON NAILS AT 6-0 C A THE PANEL EDGES AND 12 0 C.IN THE
FIELD,AND}INCH GYPSUM WALLBOARD ON THE INTERIOR ATTACHED WITH 6d COATED NAILS AT R)UF 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 WILL FRAMING:PER IRC-CHAPTER 6
DETERMINE INTENDED HEIGHTS OF FINISHED FLOOR(S)ABOVE TYPICAL GRADE. I REQUIREMENTS SPECIFIED IN TABLE 3 15a-b. FIOOR FRAMING PER IRC-CHAPTER 5
2. ALL FOOTINGS TO REST ON UNDISTURBED(VIRGIN)SOIL. 6 TYPE It EXTERIOR SHEARWALL CONNECTIONS R)DF SHEATHING:PER IRC-CHAPTER 8
3 PROVIDE}"EXPANSION JOINT MATERIAL BETWEEN CONCRETE SLABS AND ABUTTING CONCRETE OR I TYPE It EXTERIOR SHEARWALLS SHALL.MEET THE REQUIREMENTS OF TABLE 3 15a-b TIMES THE OILING SHEATHING:PER IRC-CHAPTER 8
MASONRY WALLS OCCURRING IN EXTERIOR OR UNHEATED INTERIOR AREAS I APPROPRIATE LENGTH ADJUSTMENT FACTORS IN TABLE 3.16.
VALL SHEATHING:PER IRC-CHAPTER 7
4. ANY NEW CONCRETE WALLS BEING ATTACHED TO EXISTING CONCRETE STRUCTURE SHALL BE i 7. INTERIOR SHEARWALL CONNECTIONS'
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 POOR SHEATHING:PER IRC-CHAPTER 5
II 5. UNLESS OTHERWISE NOTED.ALL SLABS ON GRADE TO BE 4000 PSI.CONCRETE TO BE POURED ON 4" I INCREASED WHEN INTERIOR SHEARWALLS ARE USED SHEATHING AND CONNECTIONS SHALL BE
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, I
THICK,ALL FILL TO BE COMPACTED TO 95%RELATIVE DENSITY WITH 8 INCH MAXIMUM LIFTS(LAYERS). $. CONNECTIONS AROUND EXTERIOR WALL OPENINGS ! �!
i 6. CRAWL SPACES TO BE PROVIDED WITH A MINIMUM 1 8"x24"ACCESS OPENING INSTALL ONE Bx16 CAST HEADER AND/OR GIRDER CONNECTIONS SHALL BE ATTACHED WITH UPLIFT CONNECTIONS IN
IRON FOUNDATION VENT FOR EVERY 150 SO/FT OF AREA. i' ACCORDANCE WITH TABLE 3.5 WINDOW SILL PLATES SHALL HAVE CONNECTIONS IN ACCORDANCE '!
j: PLAN CONTENTS
7, DAMPROOF EXTERIOR OF FOUNDATION WITH BITUMINOUS COATING AS REQUIRED BY CURRENT WITH TABLE 3,5
N Y S,RESIDENTIAL CONSTRUCTION CODE,A 6-MIL POLYETHYLENE FILM SHALL BE APPLIED OVER I 9. CATHEDRAL CEILING ASSEMBLY: I OCCUPANCY
THE BELOW GRADE PORTION OF EXTERIOR WALLS PRIOR TO BACKFILLING. WHERE A RIDGE IS TO BE USED AS A°TRUCTURAL BEAM THE RAFTERS SHALL EITHER BE C_ASSIFlCATION RESIDENTIAL
I' g, DRAINAGE AS REQUIRED BY CURRENT N Y.S.RESIDENTIAL CONSTRUCTION CODE. j 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 ±25.25'ABOVE AVERAGE GRADE
THE RIDGE AND WALL SHALL BE ATTACHED WITH THE ABOVE REQUIREMENTS IULDING HEIGHT
I
IESIGN CRITERIA CODE 2020 NYS UNIFORM&SUPPLEMENT
l FRAMING NOTES -. ---
FAF,NiNG ELEMENT AS PER FLOOR PLANS,CROSS SECTION
&GENERAL NOTES -aI
1. ALL FRAMING TECHNIQUES AND METHODS AS PRESCRIPTIVE DESIGN OF CURRENT SBC HIGH WIND - EXT BALCONIES 60
ADDITION WOOD FRAMING CONSTRUCTION MANUAL. DECK & COVERED PORCH NOTES DEIGN LOAD I DECKS 40 it
2. UNLESS OTHERWISE NOTED,ALL FRAMING AND STRUCTURAL WOOD MATERIAL TO BE#2+BTR. ;AL ULATIONS
ATTICS W/O STORAGE 10
DOUGLAS FIR. __ RIVE.OADS PSF)
ATTICS W/STORAGE 20
3. FLOORS,WALLS,CEILINGS AND RAFTERS TO BE SPACED AT 16"O.0 UNLESS OTHER WISE NOTED.
II 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 ROOF(GROUND SNOW LOAD) PER NYS 301 6
BEARING WALL HEADERS TO HAVE(2)JACK STUDS AND(2)FULL LENGTH STUDS ON EACH SIDE OF ALL LUMBER.ALL FASTENERS,HANGERS AN[)ANCHORS TO BE GALVANIZED OR STAINLESS STEEL, Ii ROOMS(OTHER THAN SLEEPING) 40
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 ROOMS(SLEEPING) 30
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 STAIRS 40
OPENINGS BETWEEN 4'-l"AND 6'-0"AND 2x6 WALL OPENINGS BETWEEN 5'-11"AND 8'-9".PROVIDE FIRE GUARDRAILS(ANY DIRECTION) 200
CONCRETE WITH A MINIMUM INCH DIA x 7'^LONG ANCHOR BOLTS AND WASHERS AND NUTS. II I
STOP AND BLOCKING WHERE APPLICABLE. 3 POSTS SUPPORTING GIRDERS SHALL BE ANCHORED TO A 12xl2xl2 THICK CONCRETE FOOTING.
5 ALL FLUSH BEAMS/HEADERS TO BE INSTALLED WITH HEAVY DUTY GALVANIZED HANGERS AND I I EXPOSURE DESIGN FOR CAT.C
I' USE A MINIMUM DIA x 8"LONG ANCHOR BOLT WITH WASHERS AND NUTS.FOOTINGS SHALL BE 3 `C ATEGORY
ANCHORS YtFERL APPL'CA.BLE TO ALL CONNECTING JOISTS j 6. DOUBLE UP FLOOR JOISTS UNDER WALLS THAT ftEJN PARALLEL TO Tic FLOOR JV!N S..`:C ^_i OER FT BELOW GRADS PORCHES VvITH COVERED ROOFS SHALL HAVE 12"DIA CONGRETE PIERS FOR �I N
BATHTUBS.FLOORS TO HAVE CERAMIC TILE INSTALLED SHALL BE VERIFIED FOR PROPER LOAD THE GIRnE^S " LOAp MATH SEE CONSTRUCTION AND WIND PATH
CAPACITY UNLESS NOTED ON PLANS I 4 DECK JOISTS TO HAVE BLOCKING AT 8-0-O C (RO)F-FObNDATION)' CONNECTION DETAIL PAGE AND GENERAL NOTES
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 ---
LEDGER TO BE FASTENED TO BUILDING WITHJINCH DIA,BOLTS WITH WASHER AND NUTS WHERE A�I NF,LING SCHEDULE SEE GENERAL NOTE PAGE
AND/OR OTHER ACCESS OPENINGS UNLESS OTHERWISE NOTED(TYPICAL). NEEDED
8 DORMERS RUNNING UP FLOOR RAFTERS ARE TO BE SUPPORTED BY DOUBLE RAFTERS ON EITHER
SIDE WHERE APPLICABLE UNLESS OTHERWISE NOTED. 6 CONCRETE PIERS SHALL BE A MINIMUM P"ABOVE GRADE,
9. PROVIDE BLOCKING/BRIDGING IN FLOOR JOISTS AT 8'-0"O.C..USE SOLID BLOCKING IN FLOOR JOISTS 7. ALL JOISTS TO BE SUPPORTED WITH HANGERS AND ANCHOR BOLTS.EACH JOIST SHALL ALSO BE t EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE
UNDER ALL BEARING WALLS.
I ANCHORED TO GIRDER(S) - ---I!
110 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 I PRE PROTECTION SMOKE ALARMS TO COMPLY WITH NFPA 72 AND NYS R314 IRC.
i NEEDED BUILDING. (SMOKE& CARBON MONOXIDE ALARMS TO COMPLY WITH R3151RC.
11. UNLESS OTHERWISE NOTED,ALL ROOFS AND WALLS TO HAVE A MINIMUM�'THICK,4 PLY FIR CDX _ J�-- (02 DETECTORS)
EXTERIOR SHEATHING GRADE PLYWOOD.PLYWOOD TO COVER OVER PLATES AND HEADERS.
12. UNLESS OTHERWISE NOTED USE THICK T&G PTS FIR OR ADVANTECH PLYWOOD SUBFLOOR PLUMBING NOTES ENERGY 2020 NY STATE CODE&2018 IECC
ADHERED WITH PL400 ADHESIVE AND SCREWED TO FLOOR JOISTS.FINISHED FLOOR TO BE INSTALLED l CAL ULATIONS I,
OVER SUBFLOOR AS PER MANUFACTURE'S INSTRUCTIONS. --
13. ALL BATHROOM WALLS TO HAVE J"THICK MOISTURE-RESISTANT SHEETROCK.GARAGE WALLS AND 1. ALL WATER SUPPLY,DRAINAGE AND VEN-,lNG TO BE INSTALLED AS PER N Y S.RESIDENTIAL
CEILINGS AND OVER FURNACE TO HAVE^"THICK TYPE-X SHEETROCK.ALL OTHER PARTS OF BUILDING j CONSTRUCTION CODE. -- - - -1
TO HAVE REGULAR}"SHEETROCK ALL WALLS TO BE TAPED AND FINISHED 2. VERIFY SEPTIC SYSTEM WITH THE ENGINKER 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. R)OF SHEATHING REQUIREMENTS FOR WIND LOADS I
APPROVED EQUAL FLAT ROOFS SHALL BE APPLIED WITH A FIBERGLASS BASE SHEET WITH AN EPDM 3. IF WALL STUDS,PLATES OR JOISTS ARE CUT OUT D'UR'NG INSTALLATION FOR ANY PLUMBING
TORCH DOWN TYPE MATERIAL OVER RELATED WORK,PROVIDE ADEQUATE BRACING AND PLATES TO PROTECT AND SECURE THE yHEATHING i NAIL SPACING AT NAIL SPACING AT INTERMEDIATE
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 11 OCATION PANEL EDGES SUPPORTS IN THE PANEL FIELD
TO BE INSTALLED WITH A FOAM SILL GASKET AND COP-R-TEX TERMITE SHIELD OR APPROVED EQUAL. REED•----
'I 4'IERMETER 8d COMMON @ 6"0 C. 8d CO6'VON @ 6"O.C.
HVAC NOTES I EIGE ZONE
CTERIOR ZONE 8d COMMON @ 6"O.C. 8d COMMON @ 12"O.C.
G�ZEFNDWALL RAKE ,
ELECTRICAL NOTES i 1. MECHANICAL SUBCONTRACTOR IS RESPONSIBLE FOR ACHER!VG TO ALL APPLICABLE COCES AND iNCRAKE TRUSS COMMON @ 4"O C - 8d COMMON @ 4"O.C.
SAFETY REQUIREMENTS.
2. HVAC SUBCONTRACTOR IS TO FULLY COORDINATE ALL SYSTEM DATA AND REQUIREMENTS WITH THE 4VtiLL SHEATHING REQUIREMENTS FOR WIND LOADS !p ARC
! 1. ALL ELECTRICAL TO BE INSTALLED AS PER N.Y S.RESIDENTIAL CONSTRUCTION CODE i EQUIPMENT SUPPLIER. ! G '7/
2 ALL ELECTRICAL WORK SHALL BE APPROVED BY A QUALIFIED UNDERWRITER. 3. HVAC SUBCONTRACTOR TO PROVIDE FINAL SYSTEM LAYOUT DRAVONG AND SUBMIT IT TO THE s�
3. ALL ELECTRICAL WORK TO COMPLY WITH 2O14 NEC. ! GENERAL CONTRACTOR AND OWNER FOR FINAL REVIEW AND APPROVAL NAIL SPACING AT NAIL SPACING AT INTERMEDIATI- II C7� (`'CJ�O(/k' ��A
4 INSTALL SMOKE DETECTORS AND CARBON MONOXIDE DETECTORS THROUGHOUT AS PER SECTION SNEA-1HING LOCATIONI S
R314 AND R315 OF IRC. PANEL EDGES SUPPOR"S IN THE PANEL FIELL)
N
ENERGY NOTES
J i'EDGE ZONE 8d COMMON @ 6"O.C. &v COMMON @ 12"O.C. � C�'
SOIL NOTES '4
COMMON
14TRIOR ZONE 8d COMMON @ 6"O.0 8d @ 12"O.C. * i
1 THIS DESIGN COMPLIES WITH THE 2018 IRC ENERGY CODE AS A PRESCRIPTIVE DESIGN. I 1. NEW FILL TO BE CLEAN OF ORGANIC MATERIAL.CONTRACTOR TO VERIFY EXISTING SOIL CONDITIONS S 039"�
2. THE DESIGN CONSTRUCTION SHALL COMPLY WITH SECTION R402 OF THE 2018 IRC. PRIOR TO FILL.REMOVE AND ADD ADDITIONAL FILL AS NEEDED.
f 2 COMPACTION OF NEW FILL SHALL BE AT LEAST 95%PROCTOR DENSITY(PER AS7V 0 590,AND ASTM D 0 NY
1557).COMPACT THE SOIL AT 12"LIFTS(TYPICAL).CONTRACTOR TO HAVE FILL TESTED BY A
PROFESSIONAL AGENCY FOR COMPACTION. i CLIMATIC & GEOGRAPHIC DESIGN CRITERIA
3 DO NOT BACKFILL UNTIL FIRST FLOOR DECK CONSTRUCTION, SUBFLOOR f5 COMPLETE.
FIREBLOCKING NOTES 1 _-
I! FIREBLOCKING REQUIRED-BY CURRENT NYS RESIDENTIAL CODE -J G NYND PEEDWIND SEISMIC FROST WINTER DERLAICESHIELD FLOOD .I
OTHER NOTES �N?N SPEED DESIGN WEATHERING, LINE TERMITE DECAY DESIGN UNDERLAYMEN . T_
FIREBLOCKING SHALL BE PROVIDED TO CUT OFF AL CONCEALED DRAFT OPENINGS(BOTH VERTICAL AND I HAZARDS'
HORIZONTAL)AND TO FORM AN EFFECTIVE FIRE BARRIER BETWEEN STORES,AND BETWEEN A TOP STORY _ !CAO tMPN) CATEGORY DEPTH TEMP. I REQUIRED
I _ 4�,:__R+._= � 4T - # ISSUE REVISION DATE
0'SF 130 1 B SEVERE 3 FT T -O 11° NONE
AND THE ROOF SPACE FIREBLOCKING SHALL BE PROVIDED IN WOOD-FRAME CONSTRUCTION I THE _ I
FOLLOWING LOCATIONS. 1. PROVIDE f"TYPE-X SHEETROCK FIRE STOPPING AT 10'-0"MAXIMUM DISTANCES FOR NON ACCESSIBLE t FOR REVIEW/PRICING 04mr24
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 N:TH Z-MAX TRIPLE PROTECTIVE COATING FOR CONTACT
FIREBLOCKED AT INTERVALS NOT EXCEEDING 10 FEET BATTS OR BLANKETS OF MINERAL OR GLASS WITH ACQ. 2 FOR PERMIT REVIEW 04/23/24
j 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.
2. AT ALL INTERCONNECTIONS BETWEEN CONCEALED VERTICAL AND HORIZONTAL SPACES SUCH AS 3 FOR CONSTRUCTION PERMIT
OCCUR AT SOFFITS,DROP CEILINGS AND COVE CEILINGS
3. IN CONCEALED SPACES BETWEEN STAIR STRINGERS AT THE TOP AND BOTTOM OF THE RUN.
I ENCLOSED SPACES UNDER STAIRS SHALL COMPLY WITH CURRENT N Y S RESIDENTIAL CODE. 4 RECORD SET I
4. AT THE OPENINGS AROUND VENTS,PIPES AND DUCTS AT CEILING AND FLOOR LEVEL,TO RESIST THE I
FREE PASSAGE OF FLAME AND PRODUCTS OF COMBUSTION I DRAWN BY JLS
5. FOR THE FIREBLOCKING OF CHIMNEYS AND FIREPLACES,AS REQUIRED BY CURRENT N.Y.S. II JENNY SHOUKIMAS DESIGN LLC
RESIDENTIAL CODE. ARCHITECT
41 EASTER N PKWY,11 E IDATE'04I09124
BROOKLYN NY
SCALE: NTS
917.583.9228 EMAIL:jenny shoukimas@gmail corn
GENERAL NOTES SHEET NO:
BOPP RESIDENCE I ��
16615 NEW SUFFOLK AVE
NEW SUFFOLK,NY 11956
DIST:1000 SECTA17 BLOCK:08 LOT:02
2ND FLOOR WALL
RAFTER
KING STUD
NEOPRENE GASKET
I ST FLOOR WALL CRIPPLE STUD TOP PLATE
D
HEADER ROOF JACK
WALL STUD
STRAPPING TO BE ATTACHED TO WALL STUDS @ 48"OC I
JACK STUDS ROOFING LAPS
AND ALL WINDOW/DOOR OPENING JACK STUDS
FLASHING AT SIDES
FLOOR JOIST DEPTHI USP NUMBER 1 DESCRIPTION APPLICATION AND TOP
FLASHING LAPS
'0"O.C.AND JACK
LSTA36 -1/4"x3(3"18ga.STRAP INSTALL4 ON USP NUMBER
4 -8' 1 STUDS ON ALL OPENINGS ROOFING AT BOTTOM DESCRIPTION APPLICATION
161. LSTA48 i 1-1/4"x48"16ga,STRAP INSTALL 4-0"O.C.AND JACK LOCATION USP NUMBER DESCRIPTION j APPLICATION
RAFTER/PLATE RT15 TYDOWN ANCHOR CONNECT TO EACH RAF
I STUDS ON ALL OPENINGS ROOF JACKS&VENTS DETAIL TO PLATE
ALL OPENINGS LSTA12 1-114"X12"20GA,STRAP APPLY TO EACH JACK STUD PLATE/WA CONNECT OVER PLATES T(
LL SPTH4 STUD PLATE ANCHOR
JALLOPENING RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD
STUD
RIDGE CAP OF SAME RAFTER
MATERIAL AS ROOFING
ENDWALL NAILED TO SHEATHING
THROUGH VENT TOP PLATE
SIDEWALL WALL STUD
WOOD JOIST
BLOCKING RAFTERS
FLOOR USP NUMBER DESCRIPTION APPLICATION I
1ST ADS5 HOLD DOWN ANCHORI CONNECT TO 1 SIDE OF ALL CORNERS TO
FOUNDATION W/ANCHOR BOLTS WOOD GIRDER
PRE-MANUFACTURED RIDGE KEEP SHEATHING MIN.1-112"FROM
2ND I ADS5 HOLD DOWN ANCHOR CONNECT TO 1 SIDE OF ALL CORNERS ON BOTH7,
VENT FOLDS OVER RIDGE TO PEAK TO ALLOW FREE AIR PASSAGE
BOT.PLATE OF 2ND FLOOR AND TOP PLATES OF CONFORM TO SLOPE OF LOCATION USP NUMBER DESCRIPTION APPLICATION I
1ST FL.CONNECT THROUGH THE FLOORS TO PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPACED ROOF 4"-6" RT10 10-3/4"x 18ga TYDOWN CONNECT TO I
EACH RAFTER
EACH OTHER Wl THREADED ROD. AND OVER OVER BEARING WALLS AND HEADERS. ANCHOR
21-118"x 20ga TYDOWN
6"-12" RT20 ANCHOR CONNECT TO EACH RAFTER
WALL STUD
'4 THROUGH-ROOF EXHAUST VENTS
METAL STRAP SELECTED AND LOCATED BY
CONTRACTOR
ARM BOARD L•l VENTILATION CHANNEL AS REQ.
SILL PLATE(S)
RAFTERS ':�!��,MAINTAIN VENTILATION
FOUNDATION BLOCKING I
2x4 LEDGER LEDGER
WOOD JOIST i
2x4 SOFFIT JOIST
STRAPPING TO BE ATTACHED TO WALL STUDS @ FASCIA
RAFTER
i GUTTER
48"OC AND ALL WINDOW/DOOR OPENING JACK GIRDER!HEADER
STUDS CONTIN.SCREENED VENT
FLOOR JOIST DEPTH' USP NUMBER DESCRIPTION APPLICATION CONTIN.SOFFIT I EXT.
i PLYWOOD
I ATTIC SHALL BE PROVIDED WITH A MIN.NET
4"-8" LSTA24 1-1/4"x24"20ga.STRAP INSTALL 4'0"O.C.AND JACK
SPLICED JOISTS OVER HEADER/GIRDER STUDS ON ALL OPENINGS FREE VENTILATING AREA NOT LESS THAN
OF THE AREA OF THE SPACE VENTILATED. ROOF VENTILATION SOFFITED RAFTER SIZE I USP NUMBER DESCRIPTION APPLICATION
LOCATION USP NUMBER�D DESCRIPTION APPLICATION 8"-14" LSTA30 I 1-1/4"x30"18ga.STRAP INSTALL 4'0"0 C.AND JACK IA ALL OPENINGS SHALL BE COVERED WITH EAVE DETAIL
2x5-2x8 LS26
JOIST TO RT10 PT' P LC I 18ga.SLOPE HANGER APPLY TO EACH RAFTER LEDGE
STUDS ON ALL OPENINGS 0 C C
S TYDOWN CONNECT CORROSION-RESISTANT METAL MESH
To OPENINGS 0
GIRDER/ ANCHOR EA F j7 IN DIMENSION.
14"-16" LSTA36 1-1/4"x36"18ga.STRAP INSTALL 4'0"O.C.AND JACK
STUDS ON ALL 2x10
OPENINGS HEADER LS210 �18g, SLOPE HANGER APPLY TO EACH RAFTER/LEDGE
ED A"o
I- of)o
E j D
(D
0 977S
DBL.SILL PLATE 0
TERMITE SHIELD SILL
GASKET ANCHOR BOLT EMBEDMENT:
RAFTERISSUE REVISION DATE
POURED CONCRETE:7" 1 1
BLOCK WALL:15"
RIDGE
1 FOR REVIEW/PRICING 04/17/24
USE WITH 3x3 SQUARE
WASHERS
(USP L6PS58) 2 FOR PERMIT REVIEW j 04r23124
FOUNDATION J'DiA ANCHOR BOLT:
ANCHOR BOLT CONNECTION
SUPPORTING MAXIMUM SPACING 3 FOR CONSTRUCTION PERMIT
SILL PLATE TOm FOUNDATION 1STORY
(CRAWL SPACE OR FND) 72"OC LOCATION USP NUMBERDESCRIPTION APPLICATION 4 RECORD SET
SILL PLATE TO FOUNDATION 2STORY
"X24-20GA STRAP I APPLY OVER RIDGE TO EACH
(CRAWL SPACE OR FND)
36"OC ROOF LSTA24 1-114' JENNY SHOUKIMAS DESIGN LLC DRAWN BY JLS
WALL BOTTOM PLATE TO FND. j 1-2 STORY 57"OC ARCHITECT
(SLAB ON GRADE)
41 EASTERN PKWY,l 1 E DATE,04109124
BROOKLYN NY
917583.9228 EMAIL jenny shouktm @gmailoom SCALE
DETAILS SHEET NO:
BOPP RESIDENCE
16615 NEW SUFFOLK AVE A-2
NEW SUFFOLK,NY 11956
DIST: 1000 SECT:117 BLOCK:08 LOT:02
10-0- 62
WIRE FENCE
16615 New Suffolk Ave, New Suffok NY
Zoning ng
Uj i Received
Map: 117 Slock-08 Lot:02
ZW, Existing: kcsidential Single rAffilly Conforming Use
U-I:!
W MAP 17 202!1
CO
EXISITING BUILDING AREA INPUTS
I ST Story Gross/Livable space (cellar bulkhead O;iEludeo) Zoning 1,308rd t�! orvr
Covered Front Porch notincluded,in gross)_ ......... -30 sq exempti- 60,5 sqft
C—D
2N0,Story_.G.rb.ss/LivabIc Space
11,192_4-tqft
10.33' 3W 1309tfficnt (not included 518' in gross) n/a
__ '/ L0
7 Attit (riotincluded in gross).-.-,-, .
...........
qro8t) 648 9qf
OPE N LL �,not included in
Alluvr'_ I TOTAL- existing gross area 2601.9sq.ft
1,, 16 LL
4'
16,19' PROPOSED
U UILT PERMEABLE
N
PERMiTrb PATIO ON GRADE
I-STORY EXISTING- 18'x36' LOT COVERAGE FOR NON CONFORMING LOTS loss than 20,000sq ft(§280-124)
IN GROUND POOL
WOOD FRAME 1�0 itiog Lot Size
350 SQF'T POOL :D Allowable Lot coverage @ 20% of lot size 12, 6 x .20 2,513 ft
j: q....s.........
HOUSE i 0 LL EXISTING Lot Coverage
(bIdg permit#510027 Uj
1409.5 Sr mainhouse+60.5 SF covered porch +648 Sr pool), 2,118 so ft
PROPOSED-Lot Lot coverage side Porch 61,6,sqft-30 sq exempt 21.5 sqft
20 75'
TOTAL PROPOSED LOT COVERAGE
(1409.5 Sr exist. main h6ute+60.5 SF exist tov6rtd porch +
118 648 8F existing pool+21.6 Sr propOsed side porch+
350 SF Pool house+ 7 8F outdoor shower fenLe) 2,496 Sq ft COMPLIES
REQUIRED SETBACKS FOR ACCESORY BUILDING
-Front Yard NIA
Side yeILds' individual!;-:`I,C�____ .COMPLIES (10.33' & 17.
_
d Side
Yards (total)=25' __,j.(10.3T+17.4')=27.73'COMPLIES
Rear Yard NIA
LO
USE AREA
POOL Fl?)
ALLOWABL 90 sqff
350 s'q
MAX BUILDING HEIGHT FOR ACCESSORY BUILDINGS
MAX 18'TO TOP OF PITCHED ROOF W/MIN, 5' SIDE YARD SETBACK 15'-11.25"complies
Bldg Dept copy from ZCA
ZONING CHART Final reviewed documents
718AFII 6�"I'
EXISTING STONE I
[D.
ts.,
PATIO ON GRADE WD FRAME. NTS r
..............
HOUSE
WOOD FENCEI 22 0'
ROOF OF
EXISTING
GRAVEL STRUCTURE
1 &2 STORY DRIVEWAY PYRAMID LINE
WOOD FRAME HOUSE' CONDENSING 0,- OUTIINE OF
UNITS
EXISITING
PROPOSED POOL
EXISTING HOUSE INSIDE j STRUCTURE
PERMEABLE PYRAMID
GRAVEL DRIVEWAY !`° , / r` +i NEW SIDE PORCH
CHIMNEY-,/
t INSIDE PYRAMID
E PYRAMID
U)U_
(XV LINE
L0
EXT'G ROOF OVER OPEN
X WD FRAME PORCH
22 6'
52.25'
4,83' C\j
PROPERTY LINE
CD ROPERTY LINEI
ii,lL
WOOD FENCE
-911
171-311 10
CONC. SIDEWALK 1 OO.44
PROPOSED OPEN SIDE-PORCH PYRAMID DIAGRAM LOOKI�01:�EASJ AT PORCH 8 POOLHOUSr.
ti
WITH ROOF. (TILED 3132"
UNDER SEPARATE PERM REtJ A FR?S
FROM POOL HOUSE)
MAIN STREET PYRAMID LINE -
to
(NEW SUFFOLK AVE}
NEW POOL HOUSE 0
INSIDE PYRAMID 0 gill -k
O ; #
tA I ISSUE I REVISION DATE
F
NEW OUTDOOR 1 1 FOR R5V:6`P�1PRfCIN8 04111;24
SHOWER C\I 2 FOR PERMIT REVIEW 04!23?24
N ENCLOSURE 3 FORZONINGROARD 031 112S
SITE PLAN 4 RFCORD SET
3/3 c?
Lr)
b j 'T7
JENNY SHOUKIMAS DESIGN LLC 1 DRAWN BY JLS
10-sit ARCHITECT
41 EASTERN PK\A(Y,11E DATE 04!',A-24
BROOKLYN NY
917 583 9228 EMAIL)ernyshoukimas_1.,imRiIMTn SCALE 3'?2'_V-0'
PROPERTY LINd
SITE PLAN & PYRAMID SHEET NO:
PYRAMID DIAGRAM LOOKING NORTH @ POOLHOUSE BOPP RESIDENCE
4 16615 NEW SUFFOLK AVE A-3
32"3/
NEW SUFFOLK,NY 11956
DIST;1000 SECT:117 BLOCK:08 LOT:02
.,
4
I I�
t—1
i
I I
71
REMOVE REMOVE
I I
EXISTING
EXISTING {
LIGHT LIGHT
FIXTURE FIXTURE
Tl_ .....
FTI
If
j I
REMOVE
� STONE ❑ ❑ ❑ ❑
LEI PAVERS
WEST ELEVATION,EXSISTING SOUTH ELEVATION EXSITING
1 3/16-= 1'-0"
- - - -
CEDAR HARDIBOARD \ �
SIDING TO
SHINGLES TO
I
MATCH EXISTING MATCH EXISTING
HOUSE
-- NEW-I ROUNDI FTR
2
i
COPPER GUTTER TO '
NEW COPPER LEADER r
TO EXISTING T - I.. _. .
DRYWELL _
_. RELOCATE
{ ELECTRICAL FOR �, ( 1_
�. -- NEW SIDE CEILING MOUNT
N PORCH AT [ET
WALL MOUNT HIGH _ =�- -
EXISTING DOOR c2
EFFICACY LIGHT
a _ I
T — PAINTED AZEK FIXTURES (PER ❑
I NYSTATE 2020 n:Lr
❑ ❑
ENERGY CODE) ! —.---
TRIMBOARDS TO [�
I 11
MATCH EXSSSTNG -- -
10'-8"
WEST ELEVATION WITH PROPOSED SIDE PORCH 4 SOUTH ELEVATION WITH PROPOSED SIDE PORCH
3/16'= 1'-0"
# ISSUE/REVISION DATE
1 FOR REVIEW/PRICING 04117124
i�et L Sh® ' ',� 2 FOR PERMIT REVIEW 04/23r24
' y 3 FOR CONSTRUCTION PERMIT
S
- 4 RECORD SET
��� JENNY SHOUKIMAS DESIGN LLC DRAWN BY:JLS
ARCHITECT
41 EASTERN PKWY,11 E DATE 04/09n4
BROOKLYN NY
917 583 9228 EMAIL.lenny.shoukimas@gmail.eom SCALE:3/16'=1'-0'
EXTERIOR ELEVATIONS SHEET NO:
BOPP RESIDENCE ���
16615 NEW SUFFOLK AVE
NEW SUFFOLK,NY 11956
DIST: 1000 SECT:117 BLOCK:08 LOT:02
EXISTING HARDIE BOARD SIDING I
ON EXISTING EXTERIOR WALL 12
NEW FLASHING AT ROOF
°� EXPANSION JOINT BETWEEN
CONNECTION TO EXISTING VERIFY SLOPE OF EXISTING FOUNDATION &
ROOF IN FIELD NEW SLAB.
EXTERIOR WALL MATCH TO EXISTING
FASTEN EACH RAFTER TO NEW FRONT PORCH
2x8 LEDGER W/JOIST HANGER
CEDAR ROOFING SHINGLES ON
#15 FELT ON "' PLYWOOD ON 2x8F-
RAFTERS AT 16" O.C. 4"
POURED CONCRETE 4000 PSI
SLAB ON COMPACTED GRAVEL
2x6 CEILING JOISTS @ 16"OC
FASTENED TO EXISTING Co W O Z 0
EXTERIOR STRUCTURE WITH D ° o ° : Do D o° v v D D D
LL
JOIST HANGER
7
#2 CLIP AT JOIST GALVANIZED POST ANCHOR W/8" °p p ° D� ° D ° ,/ W
2-2x6 HEADER BOLT TO PIER. VERTICAL 4x4 o D ° p ° 0 8 D o D oI X
off' POSTS STRAPPED TO HEADER D , ° ° ` W
ZXac°16 ABOVE. SEE SECTION. `° ° ° ° o W
lx 6 AZEK FASCIA D ° v 0
(MATCH FRONT PORCH) DD v ° ~
D
2x6@ 16 O C. IN
F
NEW COPPER HALF ROUND aD a D
NEW CORNER PIER &
GUTTER TO NEW COPPER 9 1/4" _Lo __-..._....- .-__ FOOTING BENEATH WOOD
LEADER CONNECT TO DRY WELL POSTS (SEE SECTION)
lx6 NEW AZEK FACSIA(MATCH
FRONT PORCH) 2' EXPANSION JOINT J 1 O'-6 1/211
BETWEEN PIER & SLAB.
i
1"QUARTER ROUND
NEW AZEK BEADBOARD AT UNDERSIDE OF
PORCH( MATCH EXT'G FRONT PORCH) D
FRAMING PLAN @ SIDE PORCH
NEW CEILING FIXTURE ON EXISTING
ELECTRICAL CIRCUT&SWITCH
LINE OF EXISTING CLABOARD EXISTING DOOR TO REMAIN EXISTING DRAIN
LINE OF FACSIA BEYOND I SIDING LEADER
TO REMAIN
rr
U I
NEW WALL SCONCE ON EXISTING
SWITCH nl a I -
z
f a W I
4x4 SUPPORT POST @ 10-0"O.C. coUT
Q O I
CLAD WITH AZEK COLUMN WRAP @>
2
rJ I I Z
O
1-1/2" BLUESTONE ON FULL 00 BLUESTONE ROCKED EXPOSED
MORTAR BED, ROCKED EXPOSED EDGING I I Z
EDGES . "WRAPS"AROUND POST
W iz
BLUESTONE PAVERS IN ASHLAR I Q
GALVANIZED STEEL POST BASE I I CV
FOR 4x4 PRESSURE TREATED PATTERN m
COLUMN ON CONCRETE PIER. Lo � Q
W AREA OF NEW COVERED SIDE ENTRY J
8' DIA, WEDGE ANCHOR PORCH @ 51.3 SO FT I d' U) U
BOLT. TYP. EMBED 8 (30 SOFT OF OPEN PORCH/STEPS z Q
INTO PIER j EXEMPT FROM BUILDING AREA F"
DEFINITION (part 2B) PER ZONING I _
_ CODE SECTION 280-4) 0
N r
ALL STRUCTURAL LUMBER TO "'' '''"`' "":' `:' " 4x4 POST WITH AZEK COVER (OR
BE PRESSURE TREATED. ALL a a as ° ° APPFOVED E4)
FINISHED AZEK(OR APPROVED " - - - -- — - - - -" - - - - - -
EQ)TO BE PAINTED TO MATCH ° T
EXISTING TRIM ON EXISTING
FRONT PORCH ED ARC
o a ° 4 / �� 4 1/ ri ��5 ��e� t-Shoe y/�F
cmoi n C` �""
--- ---_._______-_-- 9-11 c a C�
4" POURED CONCRETE ° a� ' lk
4000 PSI SLAB
6"COMPACTED COURSE GRAVEL - 1 O'-H" FINISHED DIMENSION 7 N` '
TYP. FOUNDATION WALL: ea 0 77?
8" POURED CONCRETE 4000 ° T�OF
PSA W/#4 BARS @ 24"O.C.
BOTH DIRECTIONS PLAN AT SIDE PORCH
314"
S/5"
ECTION THROUGH SIDE PORCH III ISSUE i REVISION DATE
TYPICAL FOOTING: = V-0"
16"WIDE x 8" DEEP 1 FOR REVIEW/PRICING 04117/24
POURED CONCRETE
4000 PSI W/245 2 FOR PERMIT REVIEW 0023124
BARS THROUGHOUT
3 FOR CONSTRUCTION PERMIT
4 RECORDSET
JENNY SHOUKIMAS DESIGN LLC DRAWN BY:JLS
ARCHITECT
41 EASTERN PKWY,11E DATE:0410924
BROOKLYN NY
917.5839228 EMAIL:jenny shoukimas@gmail.com SCALE: 3/4"=1'-
DETAIL SECTION & PLANS SHEET NO:
BOPP RESIDENCE A-5
16615 NEW SUFFOLK AVE
NEW SUFFOLK,NY 11956
DIST:1000 SECT:117 BLOCK:08 LOT:02