HomeMy WebLinkAbout52926-Z TOWN of SOUTHOLD
BUILDING DEPARTMENT
SOUTHOLD, NY
BUILDING PERMIT
(THIS PERMIT MUST BE KEPT CAN THE PREMISES
WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS
UNTIL FULL COMPLETION OF THE WORK AUTHORIZED)
Permit#: 52926 Date:04/29/2026
Permission is hereby granted to:
Stefan Caiazzo
3181 Morgan Dr
Wantagh, NY 11793
To:
Construct additions and alterations to an existing single-family dwelling as applied for to include a
second story addition,decks, porches, unfinished basement and HVAC system per SCHD approval.
Premises Located at:
36020 Route 2% Cutchogue, NY 11935
SCTM#97.-2-1
Pursuant to application dated 03/27/2026 and approved by the Building Inspector.
To expire on 04/28/2028.
Contractors:
Required Inspections:
Fees:
Single Family Dwelling- Addition&Alteration $2,922.50
CO Single Family Dwelling-Addition/Alteration $100.00
Total S 3,0 22.50,
Building Inspector
as,
N pPuu
TOWN OF SOUTHOLD--BUILDING DEPARTMENT
Town Hall Annex 5 43 75 Main Road P. 0. Box 1179 Southold, NY 11971 0959
Telephone (631) 765 1802 Fax (631)765-9502 ��s:l�'w v .soI'l hol�fito�lyn ly.go r
_.. ..
Date Received
xq F:om"k BUILDING PERMIT
AP"'PLIcAtoru K
For Office Use Only
o
Building in 1 W ,1 ,
PERMIT NO. g n pe t� � �f �
fw y
i
AppMlicaUldns and totms must be filled out Intheir entirety. Incomplete
applications v+ill not b accept +�. �"har the A PII �r� I not the ����a
Ow ees Authorization fora Page 2 .shall be com'pleted,,
Date:
0010000I ow.
OWNER(S)OF PROPERTY*
Name: Stefan Caiazzo SCTM# 1000- 97-2-1
Project Address: 36020 Main Road, Cutchogue
Phone#: 516-957-5932 Email: stevie@darconinc.com
Mailing Address: 3181 Morgan Dr., Wantagh, NY 11793 �
CONTACT PERSON*
Name: Lisa Poyer,Twin Forks Permits
Mailin Address: 288 E. Montauk Highway, Hampton Bays, NY 11946
Phone#: 631-644-5998 Email: lisaCtw info rkspermits.corn
DESIGN PROFESSIONAL IN FORMATI O
....................
Name: Timothy Lambert, AIA, Wellkraft Architecture
Mailing Address: 3012 Fortesque Ave., Oceanside, ICY 11572
Phone#: 516-425-8919 Email: Tim@wellkraft.com
CONTRACTOR INFORMATION:
N:
. ......................
Name: C)U)ner
Mailing Address:
Phone#.
Email:
DESCRIPTION OF PROPOSED CONSTRUCTION
[]New Structure KlAddition CRAlteration ❑Repair ❑Demolition Estimated Cost of Project:
F-1Other residence house addition, alteration $ ODD
Will the lot be re-graded? ❑Yes 11 No Will excess fill be removed from premises? C]Yes ❑No
NIA
1
PROPERTY INFORMATION
y�tin ,use of property: SFR Intended use :
� v o
x f property:
F
p p �
S R
zone or use district in which premises is situated: Are there any covenants and restrictions with respect to
4D this property? ❑Yes YNo IF YES, PROVIDE A COPY.
Check BoxAfter n o" The owner/contractor/design professional Is responsible for all d and storm water issues as�'"�:�►+�►�lthe TQMwn Code. APi�1.1�^A11+C�N iS HE�#EBY tVlAa,.1�►t�E� i �b��� provided by
,chaff Building ding Department for the issuance ate wilding permit pugs ant to this Building Zone
C�rd'r-same Of the Town of Southold,Surffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the onstnxton of buildings,,
additions, +altsrattons or for removal or demolition as herein described.The applicant agrees to comply with all applicable lavers,ordinances,building code,
hottsJ104code amd regulefflons and to admit authorized inspectors on premises and in building(s)for necessary inspections.False statements made herein are
prupl�sh'ahl 91sa Class A misdemeanor pursuant to Section 210AS of the NewYork State penal taw.
Application Submitted By(print name): Stefan Qalazzo ClAuth i ed Agent IZowner
signature of Applicant: Gate:
STATE OF NEW YO R )
coU NTY
F
Stefan Caiazzo being duly sworn,deposes and says that(s)he is the applicant
individual pP
(Name of vidual signing contract)above named,
S he is the Owner
(Contractor,Agent,Corporate Officer,etc.)
of said ovvner 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 thi�'s application are true to the best of his,/h:er knowledge and belief; and
that the work will be performed in the manner set forth in the application file therewith
Sworn before me this
�'da'y of 'M Aord 21,0
Not Public
ZACHARY W SMITH
PROPERTY OWNER AUTHORIZATION 41
Notary Publlc,Mats N ��,rYork
, .
No.01 S-MC07PO
(Where the applicant is not the owner) Qualified in 0—u fcl!o Aunty
C clmiii s!o r u
�►i»�n � z c . 5 ?b
I Stefan Qalazzo residing at 3181 Morgan Dr., Wantagh, NY 11793
do hereby authorize Lisa Foyer, Twin Forks Permits
to apply on
my behalf to the Town of Southold Building Department for approval as described herein.
O is Signature Date
Print Owner's Name
i3
Albert
J. Krupski,
Jr.
�� MA\NAGIEMIENT
SUPERVISOR
SOUTHOLD TOWN HALL.-P.O.Box 1179
119?1 Town o Southold
53095 Main Read-SOUTHOLD,NEW Yt]RIC
CHAPTER 36 'TC)RMW AT
ER MANAGEMENT' REFERRAL FORM
APPLICANT INFORMATION To BE COMPLETED BY THE APPLICANT
ONLY FOR PROPERTIES ONE ACRE IN AREA OR LARGER. )
n Professional, AAAPPLICANT:• Property owner, Dengent, Contractor, Other)�
NAME: Lisa Poy r Date.
, � 4/13/2026
Mr
Lisa P'o er,Twin Forks Permits lisa@twinforkspermits.com
Contact Information: ]�
(E-Mail$Telephone Number)
288 E. Montauk Highway, Hampton Ba s NY 11946 83 &� �� ,8
Property Address / Location of Construction Site.
100036020 Main Load, CutcS.C.T".M. #•
District
97-2-1
Section Block Lot
TO BE COMPLETED BY SOUTHOLD TOWN ENGINEERING DEPARTMENT
Area of Disturbance is less than 1 Acre. .No S.P D.ES. er is equired
` � i
Project does Not Discharge to
Waters of the Mate. No S�.' . ..,S. er itisewire
Area of Disturbance is Greater than 1 Acre&Storm-water Runoff Discharges Directly
�
to Waters of the Mate of New York.. THE APPLICANT MUST OBTAIN a S.P.D.E.S. Permit
DIRECTLY From N.Y.S. D.E.C. Prior to Issuance of a Building Permit.
s
Area of Disturbance i Greater than 1 Acre�&Storm-water Runoff Flows Through Southold
['] -
Tow S n's MS4 stems to Waters of the State of New York. H APPLICANT U OBTrIOBTAINY
a S.P. .E.S.Permit throe h the outhold Town `n Sinee�rir a ���ar'i en't
Prior to_Issuance of a u i Nd i n Pere it
Reviewed By: ' Date.
FORM * SMCP-TOS December 2024
f Ved )R6
Ce (
ra MANHOLE(m) 24'MANHOLE
FLDW OPENING
._. E1tk4RL7 TYPE
CONTACT MEDIA
AL
RECIRCULATION
ASSEMBLY
4XE`�M
AEROBIC
MEDIA
i
" AERA71ON ASSEMBLY
A VIEW "ION B-B VIE
ITIAL STRENGTH WASTEWATER UP TO 700 GPD. DESIGN FOR UP TO 6-BEDROOM 660 GPD.
RE INSTALLED UNDER ALL TREATMENT UNIT COVERS.
1 COMPACTED SAND OR GRAVEL BASE AND PROPERLY BACKFiLLED PER MANUFACTURER
FUJI CLEAN CONTROL PANEL. MAC BLOWER TO BE HARD WIRED.
BY A FUJI CLEAN AUTHORIZED INSTALLER ONLY.
PERFORMED BY A FUJI CLEAN AUTHORIZED SERVICE PROVIDER ONLY.
!WTS.
Mf flow lokwo
f �.
too
J
till olroft"lm
soul
, nutAli"fulfto I 4vIi". .. SCALE: 1:20
DESIGNER: TACJ
DATE: 04-02.26
MACS 10OR BLOWER,, r'►
SCALE= NTS IN MISSION=
ENGINEERING PC.
H'OMEPORT'
,EN,',Ql'NEERlN,,Q-' P-'.C�-'
THOMAS A O'DWYER, PE
Ll C. NO. 094873
PO BOX 1111
SETAUKET, NY 11733
FU ICLEAN I/A O'WTS oF
e
AN o
UFF LK COUNTY DEPARTMENT Off' HEALTH ICE � �
PERMIT OR APP L OF CONSTRUCTION:FOR A
SINGLE FAMILY RESIDENCE ONLY
SSA
A 41012020 R-26-0424
APPROVED.
SHEETS
'�'► N4A►Y I M 6 ► r rr
-SUFFOLK COUNTY TAX MAP ID: 1000-097.00-02.00-001.000
-EXISTING 3-BEDROOM DWELLING. RENOVATION AND 2nd STORY ADDITION
TOTAL 5 BEDROOMS.
-LOT AREA: 1.50 ac,
x-
-PROPERTY LOCATED AT 36020 MAIN ROAD, CUTCHOGUE,
TOWN OF SOUTHOLD, SUFFOLK COUNTY, NEW YORK
SURVEY PROVIDED BY: KENNETH M WOYCHUK LAND SURVEYING, PPLC
DATED: 11-08-2025
VERTICAL DATUM -NAVD '1988 DATUM ML a
ALL WELLS WITHIN 150LF OF PROPERTY SHOWN ON SITE PLAN.
ERAL NQIU-*-
ROPOSED HOME ADDITION. I/A OWTS FOR UP TO 6-BEDROOMS.
/A OWTS SANITARY DESIGN.
ITE PLAN AND REFERENCE ELEVATIONS TO BE USED FOR I/A OWTS SANITARY
YSTEM CONSTRUCTION ONLY.
NSITE UTILITY MARK-OUTS TO BE PERFORMED BY CONTRACTOR PRIOR TO EXISTING
ERFORMING SITE WORK. BRICK C1
/—A /DRIVEWAY sci
USED I DMIS
YSTEM FOR UP TO L
NE (1) FUJI CEN 7 I/A OWTS -B M RESIDENCE- I
NE (1) FUJI CONTROL PANEL AND MAC 80R BLOWER.
NO (2) 8'Ox8' PRECAST LEACHING POOL.
NE (1) 8'0 FUTURE EXPANSION LEACHING POOL. PROPOSED CAST IRON WAST
THROUGH PORCH FOUNDATIC
;_JRAL�j_ANIJARY 5njEM AND INSTALLATION NQIE5;
/A OWTS SEPTIC SYSTEM DESIGNED FOR UP TO 6 BEDROOM HOME PER Is, CONNECTED TO PROPOSED 1,
PLUMBING RELOCATION TO B
3UFFOLK COUNTY DEPARTMENT OF HEALTH STANDARDS (SCDHS).
HASTE PIPE TO BE RELOCATED BY LICENSED PLUMBING CONTRACTOR. LICENSED PLUMBING CONTRA
SANITARY GRAVITY DRAIN PIPE INVERT TO BE 4-INCH CAST IRON AT
:*OUNDATION PENETRATION AND 4-INCH PVC SDR35 DOWNSTREAM OF /--EXISTING SEPTIC SYSTEM TO BE
-OUNDATION.
tv ABANDONED PER SCDHS STANDi
/A OWTS SHALL BE TESTED FOR WATER TIGHTNESS PRIOR TO ARRIVING EXIS 2 STY FR DWL
)NSITE USING THE METHOD APPROVED BY MANUFACTURER. LA W N \
rHE DESIGN ENGINEER SHALL OVERSEE THE OWTS DURING SYSTEM STARTUP. PROP EXPN/ADDN IMPROVED L
FHE OWTS INSTALLER SHALL BE LICENSED, HOLD AN ENDORSEMENT FROM EXIS FFEL=32,71± N/F OF AL
SCDHS AND BE A FUJI AUTHORIZED INSTALLER. EXIS GD=31.0'±
EXIS IE=29,7'±
-HE OWTS INSTALLER SHALL REGISTER THE ONSITE TREATMENT SYSTEM WITH PROP IE=29,5'± TESI
SCDHS. THE DESIGN ENGINEER SHALL PROVIDE CERTIFICATION DOCUMENTS AS CE POOL
REQUIRED BY SCDHS.
kN OPERATION AND MAINTENANCE CONTRACT BETWEEN THE MAINTENANCE EXISTING BURIED
IROVIDER AND THE PROPERTY OWNER SHALL BE PROVIDED TO SCDHS FOR ELECTRIC SERVICE
/A OWTS. TO REMAIN
k GARBAGE GRINDER SHALL NOT BE INSTALLED UPSTREAM OF THE OWTS.
VATER SOFTENER BACKWASH SHALL NOT BE FLUSHED TO PROPOSED SEPTIC
;YSTEM. EXISTING PUBLIC
EXISTIN
WATER SERVICE:ONTRACTOR IS RESPONSIBLE TO OBTAIN TOWN BUILDING PERMITS AS
IECESSARY PRIOR TO INSTALLATION OF THE PROPOSED SEPTIC SYSTEM. TO REMAIN ASPHALT
/A OWTS TO BE PASSIVELY VENTED THROUGH PLUMBING ROOF VENTS. A s' DRIVEWAY
Hsi
/HOLE HOUSE TRAP SHOULD NOT BE INSTALLED ON INTERIOR PLUMBING. (REMODELED)
I
qD Design Professional's Certification Required.
Submit P.E.or R.A.Certification For I i I H
CAST IRON
- CLEANOUT The Installation and Construction of the Sewage Disposal System
- EXISTING SANITARY CESSPOOL
CUT TO GRADE Use Form WWM-073
DISTRIBUTION BOX
ELEVATION PROPOSED FUJI CONTROL PANEL AND MAC BLOWER
FUTURE EXPANSION POOL Abandonment of the existing sanitary system must be in 1 LAWN
ASSEMBLY IN VIEW OF I/A OWTS.— EXISTING con 0 formance with the Department's requirements.
—FINISHED FLOOR ELEVATION 'FINAL LOCATION TO BE DETERMINED BY HOMEOWNER
GRADE ELEVATION Submit completed for WWM-080 as proof AND CONTRACTOR.
— GALLONS PER DAY
— HIGHEST EXPECTED GROUNDWATER
)WrS—INNOVATIVE/ALTERNATIVE OWTS
NVERT ELEVATION PROPOSED FUJI CEN-7 I/A OWTS
LINEAR FOOT NTH 90 DEGREE INLET ADAPTER
LEACHING GALLEY
— LINED NRB xis I STY
LEACHING POOL < GARAGE
MAXIMUM PROPOSED 20-INCH POLYLOK DISTRIBUTION BOX (DEMO)
MINIMUM
—ONSITE WASTEWATER TREATMENT SYSTEM
PERCOLATION TEST
5—SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES TWO (2) PROPOSED 8'Ox8' DEEP PRECAST
SEPTIC TEST HOLE TANK CONCRETE LEACHING POOLS.
TP9797
U
�o
N
O
CV
F-
L0
O (y)
U , AIA LO I Q
W o�
Z
• 00 U o
36020 Main Road , Cutchogue , New York 11935 -
oV) z
Z Z W Uj
o W
0 Qo p z
W S 0 R K_`aIOR ALTEH A TIONSII__ - w
CL �__j
V) PpKW",hh0. p0SE0D=�' TWO T Y ADDITION AND INTEII-_ 0 ,L W 0
o t;7) Jry
U
o Q
N OZD
Z 0 U
Submittals/ Revisions PlumbingRiser Diagram Plot Plan W0 o
-
c� N Q
0W Q o
3"VENT 3"VENT 3"VENT -
ry
Z_ ROOF THRU ROOF P - - THRU ROOF P - - -1 THRU ROOF - - 0 Z Z
ILL03/17/2026 FOR PERMIT PROPOSED _ PROPOSED PROPOSED SITE INFORMATION Q
s ACTUAL LOT SIZE: 45996 S.F. r/
m I MASTER BATH_ _ _� -- 1 T _ '-I- _ T _ HALL BATH I" -I-- _ BEDS c,, 36020 MAIN ROAD Q
- - FOOTPRINT OF EXISTING RESIDENCE: 1365 S.F. U
p I r-1/2" 1-1/2"1-1/2" II-1/2" I1 1/2'1 1-1/2'1 1-1/2'1 1-1/2"I 1/21 1-1/2'r 1-1/p /°�z FOOTPRINT OF PROPOSED ADDITION: 695S.F. SUFOLKC E �- 7 p
C� FOOTPRINT OF PROPOSED PORCHES: 768 S.F. SUFFOLK COUNTY. N.Y. 11935 L
FOOTPRINT OF PROPOSED GARAGE: 992 S.F. TAX ID NO.: 1000-097-02-001' N
'S- ZONING DISTRICT: R-80 0
a SECOND - I - SHOWER - SHOWER - O TOTAL FOOTPRINT: 3818 S.F. M
%OF LOT COVERAGE: 8.3%
FLOOR I 2„ 2, 2„ 3„ I 3„ 2rj%SHOWER
C/O r' "� 3„ 2„ 2„ C/O OPT boo O�\�Q iV
PROPOSED I C/O PROPOSED I
� EXISTING EXISTING COVERED PORCH
MUD BATH I J - 'L , FAMILY ROOM I_- _ _ ` _ SHUT OFF VALVE �� BRICK ♦ �J� 5� TO REMAIN (ORIGINAL HOME)
_ -I KITCHEN f _ L_ p o DRIVEWAY
(REMODELED) _ - '" r SHUT OFF SHUT OFF --� PROPOSED - 'I PROPOSED � �h
1-1/2 1-1/2 1-1/21 r I1-1/2 00 00 VALVE VALVE -1/2'� 1 1/7 POWDER 1-1/2" LAUNDRY ROOM
PROPOSED (2) A/C
2" J GAS RANGE Z 1-1/2" Z ROOM Z CONDENSER UNITS
N SINK GA$ LOTHE Gns P \. PROPOSED POOL HEATER AND PUMP
DISH
� SINK 2 DISH� SINK 1 - '�' BAR FIREPLACE J N �� �
FIRST SHOWER WASHER WASHER I V 1� ( ASHE RYE Q �n0 �� o ♦ (FILED UNDER SEPARATE APPLICATION)
Sheet Index FLOOR 2" 2" 3" C/O 2 2 IC 2 3" 2" 2" 2' ,
C/o �I, W"' o �/° I� °°tip s2. FA
AWING SUBMITTALS
W C/O �„ 'F EXISTI Cb '�'
c� t�\ LAND N/F OF
2-STORY FRA ALEXANDRA MACARI
TO NEW SEPTIC p ' `b �O�
"v /
(SEE CIVIL HOUSE `" DWELLING ♦ 1 `�
ENGINEERING TRAP � � /O � /� #36020 ♦ �\�P ry0 OO
DRAWINGS)
(ORIGINAL HOME a �p O �<i, REPAIR EXISTING ASPHALT
SHEET# DESCRIPTION v37 `�� `�
DRIVE AS REQUIRED BY
- NEW CONSTRUCTION
CELLAR FLOOR LAWN �
NOTES:
GENERAL 1. ALL PLUMBING EQUIPMENT AND SYSTEMS SHALL BE DESIGNED AND INSTALLED IN CONFORMANCE WITH THE N.Y.S. UNIFORM FIRE PREVENTION, PLUMBING AND BUILDING CODE. q
2. CONTRACTOR SHALL VERIFY ALL WASTE, VENT AND PIPING SIZES AS PER CODE. ` �a /f EXIST!N PROPOSED PREFABRICATED 1 03/19/2026 FOR PERMIT
T1 TITLE SHEET 3. ALL HOT AND COLD WATER PIPING SHALL BE INSULATED TO PREVENT SWEATING OR FREEZING. PROPOSED COVERED ASPHALT 7x13'x3'D IN-GROUND POOL (FILED
GN GENERAL NOTES 4. SUBMIT PROPOSED LOCATIONS OF ALL VENTS THRU ROOF TO ARCHITECT FOR APPROVAL PRIOR TO INSTALLATION. VENTS INSTALLED PRIOR TO APPROVAL SHALL BE RELOCAYED. PORCH (FILED UNDER \ ]VEWAY ♦ UNDER SEPARATE APPLICATION)
ARCHITECTURE
SEPARATE APPLICATION) (REMO ELED J
4�0
PROPOSED 2-STORY TAX ID NO.: 1000-097-02-001
AO FOUNDATION /CELLAR PLAN
ADDITION (FILED UNDER ♦ / �O-•
Al FIRST FLOOR PLAN SEPARATE APPLICATION) F
A2 SECOND FLOOR PLAN Ventilation Calculations LAWN
A3 ROOF PLAN PROPOSED COVERED PORCH ♦ ♦��
A4 ELEVATIONS (FILED UNDER SEPARATE
A5 ELEVATIONS APPLICATION) pal
A6 SECTIONS AND DETAILS ♦ '
NATURAL VENTILATION CALCULATIONS: PROPOSED SANITARY ♦ rchitecture
SEPTIC SYSTEM (SEE CIVIL REMODELED GRAVEL
PROVIDED BY OPENINGS HABITABLE SPACE ( FLOOR AREA ( CLEAR VENT. AREA REQUIRED VENTILATION AREA ENGINEERING DRAWINGS) DRIVE (FILED UNDER
(BASED ON 4%OF THE FLOOR AREA(20151RC)(SEE NOTE 2 BELOW) (__- SEPARATE APPLICATION)
PROPOSED FAMILY ROOM 485 S.F. 19.4 S.F. `_� �
Windborne IDebris EXISTING KITCHEN/DINING ROOM FORMAL LIVING ROOM 758 S.F. 30.3 S.F. ♦
EXISTING STUDY 150 S.F. 6.0 S.F. EXISTING 1-STORY GARAGE LAWN
PROPOSED BEDROOM 1 157 S.F. 6.3 S.F. 13.5 S.F. AND SHED TO BE REMOVED PROPOSED 3-CAR
PROPOSED BEDROOM 2 168 S.F. 6.7 S.F. 13.5 S.F. (FILED UNDER SEPARATE ti LAWN GARAGE (FILED UI`gDER ;•''�y ��AR
"� SEPARATE APPLICATION fit: p•••••l q'c.� .
APPLICATION ?a �a`••
PROPOSED BEDROOM 3 149 S.F. 6.0 S.F. 11.6 S.F. ) Q �Nv
PROPOSED BEDROOM 4 182 S.F. 7.3 S.F. 11.6 S.F. �9;,� �T
EXTERIOR GLAZING IN BUILDINGS LOCATED IN WINDBORNE DEBRIS PROPOSED PRIMARY BEDROOM 309 S.F. 12.4 S.F. 41.7 S.F.
REGIONS SHALL BE PROTECTED FROM WJINDBORNE DEBRIS. GLAZED NOTES: ik '
1)BATHROOM&TOILET ROOMS SHALL BE PROVIDED WITH AN AGGREGATE GLAZING AREA IN WINDOWS OF NOT LESS THAN 3 S.F.,ONE-HALF OF WHICH SHALL BE OPERABLE FOR VENTILATION UNLESS ARTIFICIAL LIGHTING AND A 50 CFM EXHAUST FAN IS PROVIDEED.
OPENING PROTECTION FOR W INDBORME DEBRIS SHALL MEET THE 2)ARTIFICIAL LIGHTING CAPABLE OF PRODUCING AN AVERAGE ILLUMINATION OF 6 FOOT-CANDLES OVER AN AREA OF THE ROOM AT 3T ABOVE THE FLOOR TO BE PROVIDED �J EXISTING GRAVEL PROPOSED 1 %�q.• .p9181A •: '�
REQUIREMENTS OF THE LARGE MISSILE TEST OF ASTM El996 AND ASTM LAND N/F OF
E1886 AS MODIFIED IN SECTION 301.2.1.:2.1.GARAGE DOOR GLAZED CHERYL VIVIANO 1-STORY 1 •'�.,�Fp�""';�p�;
�S DRIVEWAY .., iV i(,
OPENING PROTECTION FOR WINDBORNIE DEBRIS SHALL MEET THE ♦ (REMODELED) FRAME
GARAGE
REQUIREMENTS OF AN APPROVED ►MPA�CT-RESISTING STANDARD OR
ANSIPTION:WOOD
ZoningInformation & Project Desi n CriteriaEXCEPTION:WOOD STRUCTURAL PANELS WITH A THICKNESS OF NOT LESS � 14z
THAN 7/16 INCH (11 MM) AND A SPAN OF NOT MORE THAN 8 FEET 139 Timothy Lambert, AIA
(2438MM) SHALL BE PERMITTED FOR OPENING PROTECTION. PANELS Ia.4 0
" �.o 5.6 1 3012 Fortesque Ave
SHALL BE PRECUT AND ATTACHED TO THE FRAMING SURROUNDING THE Oceanside, NY 11572
SECOND FLOOR AREA: 1796 SF
OPENING CONTAINING THE PRODUCT WITH THE GLAZED OPENING. (516)425-8919
PANELS SHALL BE PREDRILLED AS REQUIRED FOR THE ANCHORAGE
26.6'
METHOD AND SHALL BE SECURED WITH'THE ATTACHMENT HARDWARE INFORMATION FOR THIS SITE PLAN WAS TAKEN FROM THE SURVEY PREPARED BY KENNETH M WOYCHUK, LAND SURVEYOR, PLLC, P.O. BOX 153 AQUEBOGUE, N.Y. 11931 ON
' 14.7 - L Ia Of
LAND N/F D
PROVIDED.ATTACHMENTS SHALL BE DESIGNED TO RESIST THE NOVEMBER 8,2025. "' ALEXANDRA MA�CARI wvvw.wellkraft.com
COMPONENT AND CLADDING LOADS DETERMINED IN ACCORDANCE SEC: 51 BLK: 276 LOT: 62 ` EXVEW Y
WITH EITHER TABLE R301.2(2) OR ASCE 7„WITH THE PERMANENT ZONING DISTRICT: R-8O REQUIRED (MIN./MAX.) PROPOSED REMARKS "'' h o 2o.z LAWN 1
CORROSION-RESISTANT ATTACHMENT HARDWARE PROVIDED AND 2.a 13 5.6 V m `
ANCHORS PERMANENTLY INSTALLED O�J THE BUILDING. ATTACHMENT IN LOT AREA 80000 S.F. (MIN) 45996 S.F. NO CHANGE (LEGAL NON-CONFORMING)
°° 27 �
ACCORDANCE WITH TABLE R301.2.1.2 IS PERMITTED FOR BUILDINGS WITH / 1 _
WIDTH OF LOT 175' 82'/218' NO CHANGE Bo' FIRST FLOOR AREA:2060 SF b,
A MEAN ROOF HEIGHT OF 45 FEET OR LEESS WHERE THE ULTIMATE DESIGN CAIAllO RESIDENCE
WIND SPEED IS 180 MPH OR LESS. PANELS MUST BE MAINTAINED IN GOOD LOT DEPTH 250' 318'/481' NO CHANGE
CONDITION AT THE BUILDING AT ALL TIMES. FRONT YARD SETBACK 50' 51.2' (EXISTING) NO CHANGE 1' 26.6' 88,
o � o CONSTRUCTION DOCUMENTS
Z REAR YARD SETBACK 60' 240.25' (TO HOME) /244.4'(TO REAR PORCH) OK! 6.6' 66' b
� to
SIDE YARD SETBACK 20' MIN /40'AGGREGATE 14.1' (EXISTING) AND 40.2' (TO SIDE PORCH) OKI FLOOR AREA DIAGRAMS
O to
• MAXIMUM HEIGHT 2.5 STORY/35' 2-STORY/28.4' (EXISTING) OK! N TITLE SHEET
E n e r C o n:s e ry a t i o n MAXIMUM OVERALL LOT COVERAGE 20% 8.4% OK!
gy
N SKYPLANE RATIO 450 ANGLE STARTING 1 O'ABOVE THE PROPERTY LINE INSIDE REQUIRED SKYPLANE RATIO OKI
LIVABLE FLOOR AREA 850 S.F (MIN.) FIRST FLOOR ALONE: OVER 1 100 S.F. OK! / 1
Z GROSS FLOOR AREA RATIO 51 OOSF+ (5%OF LOT AREA OVER 40K) 3856 S.F (SEE CALLS BELOW) OK! EXISTING SHED TO
0 ALL CONSTRUCTION SHALL COMPLY WITH THE 2025 NEW YORK STATE GROSS FLOOR AREA CALLS:AREA EXCEEDING 40000 S.F. IS 5996 S.F. OF THIS IS 299 S.F.ADD THIS TO THE 5100 S.F BASELINE AND THE TOTAL ALLOWABLE S.F. IS 5399 S.F. BE REMOVED (FILED
ENERGY CONSERVATION CONSTRUCTION CODE. THE AUTHORITY IANCE PROPOSED FIRST FLOOR AREA IS 2060 S.F.AND PROPOSED SECOND FLOOR AREA IS 1796 S.F.WHICH EQUATES TO A PROPOSED GFA OF 3856 S.F. OKI WITH GFA ALLOWANCE UNDER SEPARATE
Z PROGRAM TO11-: HAVING T ENSURE PROPOSALS MICTION SHALL IEE OROEXC EXCEED THE DE L ENERGY CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA i L APPLICATION')
PROGRAMW EFFICIENCY REQUIRMENTS OF THIS CODE. FOR THIS NEW HOME PROJECT L ICE SHIELD 19 MARCH 2O26
WE HAVE PROVIDED AN ENERGY COMPLIANCE CERTIFICATE SUBMITTED SEISMIC SUBJECT TO DAMAGE FROM I
GROUND WIND SPEED DESIGN WINTER DESIGN UNDERLAYMENT FLOOD SKY PLANE DIAGRAM
U UNDER A SEPARATE COVER. ADDITIONS, ALTERATIONS OR RENOVATIONS SNOW LOAD (MPH) CATEGORY WEATHERING FROST LINE DEPTH TERMITE DECAY TEMPERATURE REQUIRED HAZARDS (SEE ELEVATION DRAWINGS FOR MORE DETAIL)
O SHALL COMPLY WITH THE ENERGY CONSERVATION CODE. HOWEVER,
0 UNALTERED PORTIONS OF AN EXISTING EBUILDING WHEN THE OVERALL
(� 20 130 C SEVERE 36" M TO H S TO M 15 NO N/A
PROJECT IS NOT A SUBSTANTIAL IMPROVEMENT ARE NOT REQUIRED TO
Z COMPLY WITH THIS CODE.
SCALE: N.T.S
U_ T1
O
0 SHEET 1 OF 9
0
N0 GENERAL NOTES NAILING SCHEDULE
= 1.ALL CONSTRUCTION SHALL CONFORM TO THE CURRENT VERSION OF THE RESIDENTIAL CODE OF NEW YORK 6. PROVIDE DRAFTSTOPPING AS PER RCNYS, CHAPTER 3 AND PER THE INSTRUCTION OF FIELD INSPECTOR J. MECHA,NICAL INFORMATION FOR FASTENING SCHEDULE TAKEN FROM RCNYS TABLE R602.3 AND
0 STATE (RCNYS),THE ENERGY CONSERVATION CODE OF NEW YORK STATE (ECCCNYS),THE ANSI/AF&PA WOOD 7• PROVIDE FIRESTOPPING AS PER RCNYS, CHAPTER 3 AND PER THE INSTRUCTION OF FIELD INSPECTOR 1. ADDITIONS OR ALTERATIONS TO EXISTING MECHANICAL SYSTEMS SHALL CONFORM WITH RCNYS, PART V THE ANSI/AF&PA WOOD FRAME CONSTRUCTION MANUAL FOR ONE AND TWO FAMILY-DWELLINGS
� FRAME CONSTRUCTION MANUAL FOR ONE AND TWO FAMILY-DWELLINGS,THE LOCAL BUILDING CODE AND ALL
0- AGENCIES HAVING JURISDICTION. (*WHEN APPLICABLE THE BUILDING CODE OF NEW YORK STATE BCNYS) 8. ALL WALL CONSTRUCTION TO CONFORM WITH ANSI/AF&PA WFCM CHAPTER 3.4 U.O.N.AS FOLLOWS: 2. ADDITIONS;
IONS; &VI-FUEL GAS.
( 2. ADDITIONS OR ALTERATIONS TO EXISTING MECHANICAL SYSTEMS ARE NOT COVERED UNDER THESE THIS SCHEDULE TO BE USED AS A GUIDE ONLY; FOR ADDITIONAL INFORMATION CONTRACTOR SHALL CONTACT �
0 2. CONFORM WITH RCNYS, CHAPTER 3 IN RESPECT TO THE DESIGN CRITERIA LISTED ON SHEET T1: A.STUD SPACING TO BE 16"OC, U.O.N. ARCHITECT OR REFER TO THE ANSI/AF&PA WOOD FRAME CONSTRUCTION MANUAL. (`7
U DOCUMENTS SAND THE ARCHITECT SHALL BEAR NO RESPONSIBILITIES FOR ITEMS PERTAINING TO SUCH. W 0�1
B.ALL EXTERIOR WALL SHEATHING TO BE 5/8"CDX PLYWOOD PANELS, NAILED WITH 8d COMMON NAILS OR ,_
3. CONFORM WITH RCNYS CHAPTER 3 IN RESPECT TO LIGHT, VENTILATION AND HEATING. 3. ALL HEATINIG AND COOLING EQUIPMENT TO BE PROVIDED AND INSTALLED BY OTHERS.OWNER OR OWNERS THE PROVIDED SCHEDULES TO BE USED AS A GUIDE ONLY. CONTRACTOR SHALL REFER TO RCNYS TABLE R602.3
lOd BOX NAILS 6"FROM EDGE AND 12"IN FIELD O.C. PARTICLE BOARD OR OSB SHALL NOT BE PERMITTED. REPRSENTATIV'E/MECHANICAL ENGINEER ETC. IS RESPONSIBLE TO ASSURE EQUIPMENT MEETS COMBUSTION AIR AND MANUAL WOOD FRAME CONSTRUCTION . '-
4. CONFORM WITH RCNYS CHAPTER 3 IN RESPECT TO EMERGENCY ESCAPE AND RESCUE OPENINGS. C. NOTCHES IN EITHER EDGE OF STUD SHALL NOT BE LOCATED IN THE MIDDLE 1/3 OF STUD LENGTH. NOTCHES REQUIREMENTS AS PER SECTION 701-MC-NYS AND SHALL PROVIDE THE BUILDING DEPARTMENT WITH ALL z UJ �z
5. CONFORM WITH RCNYS CHAPTER 3 IN RESPECT TO AUTOMATIC SPRINKLER SYSTEMS AND SMOKE &CO ALARMS IN OUTER THIRDS OF STUD LENGTH SHALL NOT EXCEED 25%OF STUD DEPTH. BORED HOLES SHALL NOT EXCEED INFORMATIOM PERTAINING TO SUCH. O O O
V
6. EACH CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL DIMENSIONS AND MEASUREMENTS IN THE FIELD 40%OF STUD DEPTH. EDGE OF HOLES SHALL NOT BE CLOSER THAN 5/8" TO STUD EDGE. NOTCHES/HOLES 4. MECHANICAL CONTRACTOR SHALL VERIFY EXISTING HVAC SYSTEM AND ABILITY TO HANDLE ADDITIONAL TABLE 3.1 NAILING SCHEDULE
AND LAYING OUT ALL WORK PRIOR TO COMMENCEMENT OF THE WORK. ANY DISCREPANCIES SHALL BE BROUGHT SHALL NOT OCCUR IN SAME CROSS-SECTION. LOAD WITH WRITTEN STATEMENT PER RCNYS CHAPTER N1101.2.1, N1101.2.2, AND AJ202.2. IF IT NEEDS UPGRADE p-_ ~ >-
0 TO THE ATTENTION OF THE ARCHITECT FOR HIS CONSIDERATION AND CLARIFICATION BEFORE PROCEEDING WITH D. IF TOP PLATES ARE NOTCHED OR DRILLED BY MORE THAN 50%OF ITS WIDTH, PROVIDE A 16 GA., 1 1/2"WIDE MATERIALS &IFIXTURES MUST COMPLY WITH RCNYS CHAPTERSI2 THROUGH 24. PROVIDE BOILER MANUFACTURER (n z
Z THE WORK. IN NO CASE SHALL SUCH DIFFERENCES CONSTITUTE THE BASIS FOR EXTRA CHARGES OF GALV. METAL TIE, FASTENED TO EACH PLATE WITH NOT LESS THAN (8) 16d NAILS AT EA.SIDE. SPECIFICATIOINS AND HEAT LOSS CALCULATIONS FOR BASEBOARD OR AIR DUCT SIZES FOR ADDITION AREA. JOINT DESCRIPTION NUMBER OF Z
co COMPENSATION DO NOT SCALE DRAWINGS. USE DIMENSIONAL NOTATIONS ONLY. NUMBER OF NAIL SPACING Q W W
� E.ALL PLATES IN CONTACT WITH CONCRETE TO BE CCA PRESSURE TREATED AND HAVE CONTINUOUS ALUM. COMMON NAILS BOX NAILS O
7.THE ARCHITECT SHALL NOT BE RESPONSIBLE FOR THE PERFORMANCE OF THE WORK OF THE GENERAL TERMITE SHIELD. K. PLUMBIING Q Z
0 ROOF FRAMING
CONTRACTOR NOR ANY OTHER SUBCONTRACTORS, NOR SHALL BE GUARANTEE THE PERFORMANCE OF THEIR F.ALL EXTERIOR CORNERS SHALL BE MIN.3 STUDS. ALL EXTERIOR CORNERS AND INTERSECTIONS SHALL HAVE �j,j
LLl 1. ADDITIONS OR ALTERATIONS TO EXISTING PLUMBING SYSTEMS SHALL CONFORM WITH RCNY RAFTER TO TOP PLATE,TOE NAILED 3-8d 3- 1 Od PER RAFTER � �
CONTRACT. HOLDOWN CONNECTIONS INSTALLED IN ACCORDANCE WITH SECTION 3.2.3.1 HOLDOWNS,AND AS DETAILED.
PART VI -PLUIMBING, AND THE LOCAL AGENCY HAVING JURISDICTION.
Q 9. WALLS TO BE BRACED IN ACCORDANCE WITH RCNYS CHAPTER 6,SECTION R602.10/WALL BRACING. CEILING JOIST TO TOP PLATE,TOE NAILED 3-8d 3- 10d PER JOIST r t�
c i 8.THE ARCHITECT SHALL ASSIST'THE OWNER IN OBTAINING ALL APPROVALS AND PERMITS AND THE OWNER SHALL 2. ALL SUPPLY'WATER PIPING SHALL BE TYPE"L", HARD TEMPERED, WITH"DIELECTRIC"UNIONS. �/ v
PAY ALL FEES TO GOVERNING AUTHORITIES HAVING JURISDICTION OVER THE WORK. 10. PROVIDE FIRESTOPPING AS PER RCNYS CHAPTER 6,SECTION R602.8 CEILING JOISTS TO RAFTER, FACE NAILED 5- 16d 5-40d EACH LAP Uj O
I__ 3. PROVIDE AkND INSTALL OWNER SELECTED TOILET,SINKS, FAUCETS,TUBS,SHOWER PANS ETC. O W
0 9.ALL WORK SPECIFIED HEREIN SHALL INCLUDE MATERIAL, LABOR,AND INSTALLATION. ALL WORKMANSHIP SHALL 11. ALL ROOF CONSTRUCTION TO CONFORM WITH ANSI/AF&PA WFCM-2001 CHAPTER 3.5 ROOF SYSTEMS SYSTEMS, PROVIDE ALL(FITTINGS FOR COMPLETE INSTALLATION. CEILING JOIST OVER PARTITIONS, FACE N. 5- 16d 5-40d EACH LAP �- I- r _
Z BE FIRST QUALITY SUBJECT TO THE ARCHITECT'S AND OWNER'S APPROVAL. THE ARCHITECT RESERVES THE RIGHT TO
O U.O.N., AS FOLLOWS: 4. EXTEND ALIL HOSE BIBS,SHUTOFF VALVES,VENTS, FUEL OIL FILL NECKS, ETC. COLLAR TIE TO RAFTER 2-8d 2- 10d EACH END � J
0 CLARIFY THE WORK IF NECESSARY BY ADDITIONAL DETAILED DRAWINGS OR WRITTEN DESCRIPTION.
A. RAFTER SPANS NOT TO EXCEED THOSE AS LISTED IN TABLES 3.24 A & B FOR SPECIES AND GRADE OF LUMBER 5. PROVIDE AND INSTALL COLD WATER TAP TO NEW REFRIGERATOR.
10. COOPERATION: THE GENERAL CONTRACTOR AND ALL OTHER CONTRACTORS SHALL COORDINATE WITH ALL INDICATED. BLOCKING TO RAFTER,TOE NAILED 2-8d 2- 10d EACH END N O r ,
Z ADJACENT WORK AND COOPERATE WITH ALL OTHER TRADES AS TO FACILITATE PROCESS OF THE WORK. EACH B. ROOF CONSTRUCTION TO BE DESIGNED FOR A MINIMUM 30 PSF LIVE LOAD AND 20 PSF DEAD LOAD WITH A 6. ALL HOT WATER PIPING TO BE INSULATED W/ 1"INSULATION MIN. RIM BOARD TO RAFTER, END NAILED 2- l6d 3- 16d EACH END Q 0 U
LU WALL FRAMING w TRADE SHALL AFFORD ALL OTHER TRADES EVERY REASONABLE OPPORTUNITY FOR THE INSTALLATION OF THEIR DEFLECTION OF L/180. (U.O.N.) 7. PLUMBING CONTRACTOR SHALL VERIFY EXISTING PLUMBING SYSTEM CONDITION AND ABILITY TO HANDLE 0 Q
ZD WORK AND STORAGE OF THEIR MATERIALS. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROPER
COORDINATION OF THE WORK.. C.CEILING CONSTRUCTION TO BE DESIGNED FOR A MINIMUM 20 PSF LIVE LOAD AND 20 PSF DEAD LOAD WIT ADDITIONAL LOAD WITH WRITTEN STATEMENT. UPGRADE MATERIALS & FIXTURES SHALL COMPLY WITH RCNYS V) N Q
UO A DEFLECTION OF L/240. (U.O.N.) CHAPTERS 25'THROUGH 32. TOP PLATE TO TOP PLAT, FACE NAILED 2-16d(SEE NOTE 1) 2-16d(SEE NOTE 1) PER FOOT O
0 11. TEMPORARY LIGHT,PAY FOR ALL TEMPORARY UTILITfIES THAT MAY BE NEEDED FOR HIS WORK. IF THE OWNER ALLOWS THE HEAT AIND POWER: THE GENERAL CONTRACTOR SHALL PROVIDE AND MAINTAIN AND D. RAFTERS AND CEILING JOISTS SHALL BE PROVIDED WITH LATERAL SUPPORT AT BEARING POINTS TO PREVENT L. ELECTRI(C TOP PLATES AT INTERSECTIONS, FACE N. 4- 16d 5- 16d JOINTS-EA.SIDE O W
ROTATION. RAFTERS AND CEILING JOISTS SHALL BE SUPPORTED LATERALLY BY SOLID BLOCKING, DIAG. 0-
z CONTRACTOR TO USE THE EXIS1tING FACILITIES,THE CONTRACTOR SHALL REIMBURSE THE OWNER FOR SUCH USE. BRIDGING, OR CONTINUOUS 2 X 4 WOOD STRIP NAILED ACROSS THE RAFTERS OR CEILING JOISTS AT 6-0"MAX., 1. ADDITIONS OR ALTERATIONS TO EXISTING ELECTRICAL SYSTEMS SHALL CONFORM WITH RCNYS PART VIII STUD TO STUD, FACE NAILED 2- 1 bd 2- 1 bd 24"OC z Z
-' 12. MEASUREMENTS: BEFORE ORDERING ANY MATERIAL, OR DOING ANY WORK,THE CONTRACTOR SHALL VERIFY AND AS PER TABLE 3.1 -ELECTRICAL, INFPA 70 AND THE N.E.C. AS WELL AS THE LOCAL UTILITY COMPANY. HEADER TO HEADER, FACE NAILED l6d 16d 16"OC ALONG EDGES 0 Q Q
E. NOTCHES IN THE TOP OR BOTTOM EDGES SHALL NOT BE LOCATED IN THE MIDDLE 1/3 OF THE RAFTER SPAN. 2. ALL WIRING SHALL BE#12 AND #14 COPPER,AS REQUIRED. NO ALUMINUM WIRING IS PERMITTED. 2-16d-2x4 stud 2-40d-2x4 stud Q C
CID AT THE PROJECT AREA ALL MEASUREMENTS AND SHALL BE RESPONSIBLE FOR THEIR CORRECTNESS. NO EXTRA TOP OR BOTTOM PLATE TO STUD, END N. END NAILED
0 CHARGE OR COMPENSATION WVILL BE ALLOWED DUE TO DIFFERENCES BETWEEN ACTUAL DIMENSIONS AND THE OUTER THIRDS OF THE SPAN SHALL NOT EXCEED 1/6 OF RAFTER DEPTH. DO NOT EXCEED 114 RAFTER DEPTH AT 3-16d-2x6 stud 3-40d-2x6 stud ^ r 1
NOTCHES MADE AT SUPPORTS. LIMIT BORED HOLE DIAM.TO 1/3 RAFTER DEPTH, NO CLOSER THAN 2"TO THE 3. PROVIDE AND INSTALL ALL LIGHTING FIXTURES, FANS, AND APPLIANCES AS SELECTED BY OWNER. BOTTOM PLATE TO FLOOR JOIST, RIM JOIST 2-16d(SEE NOTE 1,2) 2-16d(SEE NOTE 1,2) PER FOOT LL. z v Q
0 MEASUREMENTS INDICATED IN TI HE DRAWINGS. ANY DIFFERENCES FOUND SHALL BE SUBMITTED TO THE ARCHITECT OR END JOIST,OR BLOCKING-FACE NAILED
FOR HIS CONSIDERATION OR CLARIFICATION BEFORE PROCEEDING WITH THE WORK. TOP OR BOTTOM EDGE, OR CLOSER THAN 2" TO ANY NOTCH. 4. CONVENIENCE DUPLEX RECEPTACLES SHALL BE 15 AMP, 125 VOLT, 2 POLE, 3 WIRE GROUNDING TYPE. �FLOOR FRAMING N O
F.CEILING RAFTERS SHALL BE PLACED DIRECTLY OPPOSITE EACH OTHER AT ALL RIDGE BOARDS. CEILING PROVIDE GROUND FAULT RECEPTACLES AT ALL WET LOCATIONS AND WHERE REQUIRED. PROVIDE DEDICATED 20
13. SITE MAINTENANCE AND CLEANING: THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING JOISTS/RAFTER TIES SHALL FORM A CONTINUOUS TIE BETWEEN EXTERIOR WALLS WITH CONNECTIONS IN AMP CIRCUITS AT ALL APPLIANCES WHERE NECESSARY. JOIST TO SILL OR PLATE,TOE NAILED 4- 10d �O
THE JOB SITE IN A CLEAN ORDERLY MANNER. ALL DEBRIS AND RUBBISH SHALL BE REMOVED FROM THE BUILDING 4-8d PER JOIST (y)
AS RAPIDLY AS IT ACCUMULATES. CONTRACTOR SHALL PROVIDE PROPER TRASH RECEPTACLES FOR FOOD AND ACCORDANCE WITH TABLES 3.8. 5. ELECTRICAIL CONTRACTOR TO VERIFY EXISTING ELECTRICAL SYSTEM CONDITION AND ABILITY TO HANDLE BLOCKING TO JOIST,TOE NAILED 2-8d
OTHER RUBBISH. NO FOOD WASTE ON THE FLOORS OF THE JOB SITE WILL BE TOLERATED. THE WORK AREA SHALL
G. ALL EXTERIOR ROOF SHEATHING TO BE 5/8"CDX PLYWOOD PANELS, NAILED WITH 8d COMMON NAILS OR ADDITIONAL LOAD WITH WRITTEN STATEMENT AND COMPLY WITH RCNYS CHAPTER E3301.4. IF IT NEEDS UPGRADE 2- 1 Od EACH END
BE KEPT TIDY AT ALL TIMES. 10d BOX NAILS 6"FROM EDGE AND 12"IN FIELD O.C.4"O.C. AT RAKES & OVERHANGS. PARTICLE BOARD OR SHOW ELECTRICAL WIRING AND PROTECTION PANEL SERVICE SIZE&LOCATION. BLOCKING TO SILL OR PLATE,TOE NAILED 3- 16d 4- 16d EACH BLOCK
14. PROTECTION: THE CONTRACTOR SHALL PROTECT THE OWNER AND ADJACENT PROPERTIES FROM INJURIES
OSB NOT PERMITTED. 6. ELECTRICIAN TO KEY ALL CIRCUITS AT PANELBOARD. LEDGER STRIP TO BEAM, FACE NAILED 3- 16d 4- l6d EACH JOIST
PROVIDE RAFTER TIES/HURRICANE CLIPS AS MANUFACTURED BY SIMPSON AT ALL RAFTER BEARING
AND DAMAGE. ANY DAMAGE: ,DONE DURING CONSTRUCTION DUE TO NEGLIGENCE OF THE CONTRACTOR OR H. 7. ADDITIONS;OR ALTERATIONS TO EXISTING ELECTRICAL SYSTEMS ARE NOT COVERED UNDER THESE DOCUMENTS JOIST ON LEDGER TO BEAM TOE NAILED 3-8d 3- lOd
HIS SUBS SHALL BE CORRECTED WITHOUT DELAY OR EXPENSES TO THE OWNER.TEMPORARY SHORING/BRACING LOCATIONS IN SIZES INDICATED. INSTALL AS PER MANUFACTURERS INSTRUCTIONS. AND THE ARCHITECT SHALL BEAR NO RESPONSIBILITIES FOR ITEMS PERTAINING TO SUCH. PER JOIST
SHALL BE THE RESPONSIBILITY OIF THE CONTRACTOR. 12. ALL CONNECTIONS TO CONFORM WITH ANSI/AF&PA WFCM-2001 CHAPTER 3.2- CONNECTIONS.ALL NAILS, 8• AT LEAST O)NE SINGLE STATION SMOKE DETECTING ALARM DEVICE INSTALLED IN CONFORMITY WITH SECTION R RIM JOIST TO JOIST, END NAILED 3- 16d 4- 16d PER JOIST
15. CONTRACTOR TO SUPPLY OWNER WITH WOOD STRUCTURAL PANELS 1/2"MIN. AND MAX.SPAN OF 8 FT.TO SINKERS,SCREWS,STAPLES, ETC.TO BE SCHEDULED FROM TABLE 3.1/NAILING SCHEDULE LOCATED ON THIS SHEET. 317 IN EACH SLEEPING ROOM AND OUTSIDE EACH SLEEPING AREA AND ON EACH STORY-INTERCONNECTED. RIM JOIST TO SILL OR PLATE,TOE NAILED 2-16d(SEE NOTE 1) 3- 16d
PER FOOT
COVER WINDOW OPENINGS.ATTACH AS PER TABLE R301.2.1.2 ALL PANELS TO BE CUT TO SIZE, PRE DRILLED, 13. TRUSS AND ENGINEERED LUMBER IDENTIFICATION: COMMERCIAL AND INDUSTRIAL BUILDINGS AND
LABELED, AND STORED ONSITE. STRUCTURES THAT UTILIZE TRUSS TYPE CONSTRUCTION SHALL BE MARKED BY A SIGN OR SYMBOL THAT INFORMS M. ENERG;Y CODE ROOF SHEATHING
PERSONS CONDUCTING FIRE CONTROL AND OTHER EMERGENCY OPERATIONS OF THE EXISTENCE OF TRUSS 1. COMPLIANICE SHOWN AS PER SEPARATE RES CHECK COMPLIANCE CERTIFICATE BASED ON THE ENERGY STRUCTURAL PANELS-3/4"CDX PLYWD. 8d 10d 6"OOC C EDGES,
1Z'ORHAIFIELD
DRAWING SUBMITTALS
A. FOUNDATIONS CONSTRUCTION. SIGNS IDENTIFYING THE EXISTENCE OF TRUSS AND OR ENGINEERED LUMBER CONSTRUCTION CONSERVATION CODE OF NEW YORK STATE (ECCCNYS)
GS
SHALL CONSIST OF A CIRCLE SIX INCHES (152.4 MM) IN DIAMETER,WITH A STROKE WIDTH OF 1/2 INCH (12.7 MM). 2. VAPOR RETfARDERS-MAX. PERM 1.0 AS PER ASTM E 96 DIAGONAL BOARD SHEATHING
1. ALL FOUNDATIONS TO CONFORM WITH RCNYS CHAPTER 4, FOUNDATIONS,U.O.N. THE SIGN BACKGROUND SHALL BE REFLECTIVE WHITE IN COLOR.THE CIRCLE AND CONTENTS SHALL BE 1"x 6"OR 1"x 8" 2-8d 2- 10d PER SUPPORT
REFLECTIVE RED IN COLOR, CONFORMING TO PANTONE MATCHING SYSTEM (PMS) #187.WHERE A SIGN IS 3. ALL WINDOWS AND DOORS TO BE CAULKED AND GASKETED AS REQUIRED NY RCNYS N 1102.1.10. 1"x 10"OR WIDER 3-8d 3- 10d PER SUPPORT
2. FOOTINGS SHALL BEAR ON ACCEPTABLE UNDISTURBED SOIL WITH A MINIMUM BEARING CAPACITY OF FENESTRATIOM.
2,000 POUNDS PER SQUARE FOIOT (VERIFY IN FIELD) AND SHALL EXTEND 3'-0"MIN. BELOW FINISHED GRADE. DIRECTLY APPLIED TO A DOOR OR SIDELIGHT, IT MAY BE A PERMANENT NON-FADING STICKER OR DECAL.SIGNS 4. UNLESS OTHERWISE NOTED ON PLANS OR RESCHECK ENERGY REPORT, AS A MINIMUM PROVIDE R-15 CEILING SHEATHING
NOT DIRECTLY APPLIED TO DOORS OR SIDELIGHTS SHALL BE OF STURDY, NON-FADING, WEATHER-RESISTANT 3. FILL MATERIAL TO BE ACCEPTABLE SAND, GRAVEL OR COMBINATION OF BOTH WHICH MAY CONTAIN SMALL MATERIAL.APPLY STICKER TO ELECTRICAL METER PAN PRIOR TO FINAL INSPECTION. INSULATION INU THE WALLS AND R-30 INSULATION IN THE OUTER MOST CEILING. GYPSUM WALLBOARD-SEE NOTE 3 5d COOLERS 5d COOLERS 7"EDGE/ 10"FIELD
AMOUNTS OF STONES OR PEBBILES OVER ONE INCH IN LARGEST DIMENSION, BUT NONE OVER TWO INCHES, BUT N. DEMOLIITION WALL SHEATHING
DOES NOT CONTAIN CLAY, LOAM, ORGANIC MATERIAL, DEBRIS AND FROZEN MATERIAL. E. CARPENTRY
1. REVIEW REMOVAL WORK WITH OWNER AND ARCHITECT BEFORE COMMENCING WORK. REMOVE ANY ITEMS STRUCTURAL PANELS, 5/8"CDX PLYWD. 8d 1 Od 6"OC EDGE, IZ'OC FIELD
4. SOIL COMPACTION AND DENSITIES SHALL COMPLY WITH THE REQUIREMENTS OF ASTMD1557, 1. INTERIOR WALLS TO BE 1/2"GYPSUM BOARD CONFORMING TO RCNYS CHAPTER 7, WALL COVERING. FASTEN SCHEDULED ROR REUSE OR SO REQUESTED BY OWNER, PROTECT FROM DAMAGE AND SET ASIDE AS DIRECTED BY z1 03/19/2026 FOR PERMIT
METHOD C.COMPACT UNDER;SLABS, FOUNDATIONS, AND FOOTINGS AT ONE HUNDRED PERCENT OF MAXIMUM WITH 1 1/2"TYPE W OR S SCREWS IN ACCORDANCE WITH ASTM C 1002, 12"OC MAX. ALL CORNERS REINFORCED OWNER. GYPSUM WALLBOARD-SEE NOTE 3 5d COOLERS 5d COOLERS 7"EDGE/ 10"FIELD
DENSITY. COMPACT BACKFILL iAT WALLS, EMBANKMENTS,AND UNDER PAVED AREAS AT NINETY PERCENT OF W/GALV. METAL BEADS; AND JOINTS TAPED SPACKLED,3 COATS OF SPACKLING COMPOUND SANDED SMOOTH. DIAGONAL BOARD SHEATHING
MAXIMUM DENSITY. 2. IF DURING TfHE DEMOLITION WORK A SITUATION IS ENCOUNTERED WHICH COULD NOT BE DETERMINED PRIOR
2. INSTALL 5/8"TYPE X GYPSUM BOARD AT ALL GARAGE WALLS AND CEILINGS, FURNACE ROOMS/CLOSETS, TO CONSTRUCTION START THEN THE CONTRACTOR SHALL NOTIFY THE ARCHITECT IMMEDIATELY FOR AN 1"x 6"OR 1"x 8" 2-8d 2- 10d PER SUPPORT
5. ANCHOR ALL SILL PLATES AT'EXTERIOR WALLS TO FOUNDATIONS WITH 5/8" DIAM. BOLTS, EMBEDDED A INSTALLED PERPENDICULAR TO FRAMING MEMBERS. FASTEN WITH 1 7/8"MIN. 6d COATED NAILS OR EQUIV. INSPECTION. 1"x 10"OR WIDER 3-8d 3- 10d PER SUPPORT TAX ID NO.: 1000-097-02-001
MINIMUM V-6"INTO FOUNDATION WALLS. LOCATE BOLTS WITHIN Y-0"FROM ENDS AND 3'-0"ON CENTER. DRYWALL SCREWS, 6"OC MAX.
3. PROVIDE AfND MAINTAIN TEMPORARY PROTECTIVE BARRIERS AT SECOND FLOOR SLAB EDGE, AND AT ALL FLOOR SHEATHING
6. SLOPE ALL FINAL GRADES AWVAY FROM FOUNDATION WALLS IN ACCORDANCE WITH SECTION R401.3 3. PROVIDE"HARDIBACKER"CEMENT BOARD AT ALL TILED AREAS,TUB/SHOWER STALLS,AND WATER RESISTANT FLOOR AND"ALL OPENINGS, ETC., AS REQUIRED TO MAINTAIN SAFE AND SECURE JOBSITE CONDITIONS. STRUCTURAL PANELS,3/4"CDX PLYWD.
GWB AT ALL OTHER LOCATIONS REQUIRING SUCH. FASTEN WITH 1 1/2"GALV.TYPE W OR S SCREWS 12"OC. 1"OR LESS 8d 10d 6"OC EDGE, 12"OC FIELD
7. ALL FOOTINGS AND FOUNDATIONS TO BE REINFORCED CONCRETE DESIGNED IN ACCORDANCE WITH 4. CONTRACTOR SHALL COMPLY WITH REQUIREMENTS OF ALL FEDERAL,STATE AND LOCAL LAWS, CODES AND
SECTION R403/FOOTINGS AND SECTION R404/17OUNDATION WALLS. 4. ALL EXTERIOR WOOD FASCIA AND TRIM TO BE CEDAR OR CCA PRESSURE TREATED,WRAPPED IN ALUMINUM ORDINANCES,,AND THE REQUIREMENTS OF ALL AGENCIES WITH JURISDICTION OVER THE WORK. GREATER THAN i" 10d 16d 6"OC EDGE,6"OC FIELD
8. ALL FOUNDATIONS TO BE DAMPROOFED WITH ACRYLIC MODIFIED CEMENT,3 LBS. PER SQ YD, FROM T.O. OR VINYL TRIM AS SHOWN.
5. EXTERIOR SIDING TO CONFORM WITH ASTM D 3679, AS SELECTED BY OWNER. 5. LOCATE DUIMPSTERS FOR THE REMOVAL OF DEMOLISHED MATERIALS AS DIRECTED BY OWNER. DIAGONAL BOARD SHEATHING
FOOTING TO 8" MIN.ABOVE FII` GRADE- H AL R UAL.
1"x b"OR 1"x 8" 2-8d 2- 10d PER SUPPORT
6. FASTENERS FOR PRESERVATIVE& FIRE RETARDANT TREATED WOOD SHALL BE OF HOT DIPPED GALVANIZED 6. REMOVE DEBRIS FROM WORK AREA DAILY.MAINTAIN WORK AREA CLEAN AND FREE FROM ALL DEBRIS, 1"x 10"OR WIDER 3-8d 3- 1 Od PER SUPPORT
B. CONCRETE STEEL OR STAINLESS STEEL. HAZARDS,OBSTRUCTIONS AND EXTRANEOUS MATERIALS. rChlteCtUre
1. ALL CONCRETE WORK SHALIL CONFORM TO THE RCNYS AND ALL APPLICABLE RECOMMENDATIONS BY THE F. ROOFING A7.
REMOVE FU1LL DUMPSTERS FROM THE JOBSITE EXPEDIENTLY, DEMOLITION DEBRIS WILL NOT BE PERMITTED TO
ACCUMULATE ON SITE.
AMERICAN CONCRETE INSTITUTfE (ACI). 1. ALL ROOF ASSEMBLIES TO CONFORM WITH RCNYS CHAPTER 9/ROOF AND ANSI/AF&PA WFCM-1995 3.5 ROOF 8. PROVIDE TE-MPORARY CLOSURES AT ALL NEW BUILDING OPENINGS TO MAINTAIN A SECURE AND NOTES:
2. ALL CONCRETE SHALL BE STONE CONCRETE(3/4"COARSE AGGREGATE) HAVING A MINIMUM STRENGTH OF SYSTEMS AS FOLLOWS: WEATHER-TIGFHT PROTECTION.
3500 PSI AT TWENTY-EIGHT DAYS FOR PORCHES, CARPORT SLABS, AND STAIRS. FOOTINGS SHALL BE 2500 PSI MIN. 1. NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED 6"OC AT THE PANEL EDGE. IF WALL
AND WALLS HALL BE 3000 PSI MIN. A. PROVIDE CONCEALED ALUM. FLASHINGS AT ALL WALL AND ROOF INTERSECTIONS, CHANGE IN ROOF 9. PROVIDE TEMPORARY LIGHTING AND POWER,AS REQUIRED,THROUGHOUT WORK AREA FOR DURATION OF SHEATHING IS NAILED 3"OC AT THE PANEL EDGE TO OBTAIN HIGHER SHEAR CAPACITIES, NAILING
SLOPE OR DIRECTION,AND AROUND ROOF OPENINGS-NO.26 GALV SHEETS. DEMOLITION /AND SUBSEQUENT CONSTRUCTION WORK. REMOVE WHEN SO DIRECTED BY OWNER.
3. REINFORCING BARS SHALL CONFORM TO THE REQUIREMENTS OF ASTM 615 FOR GRADE 60, BE CONTINUOUS REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED, OR ALTERNATE CONNECTORS SUCH AS SHEAR •'•�5'(�AE�A�'C`'•.,
AND HAVE MINIMUM LAPS OF(FORTY DIAMETERS.WHERE NOT NOTED ON PLANS, PROVIDE#5 BAR. (U.O.N.) B. ROOF DECK UNDERLAYMENT SHALL COMPLY WITH ASTM D 1970,AS MANUFACTURED BY GAF, 10.ALL MATERIALS TO BE REMOVED FROM THE PREMISES ARE TO BE DISPOSED OF IN ACCORDANCE WITH THE PLATES SHALL BE USED TO MAINTAIN LOAD PATH. Qw�; �jV4y tq***
4. WELDED WIRE FABRIC (WWF=) SHALL CONFORM TO THE REQUIREMENTS OF ASTM A185, FLAT SHEETS ONLY. "SHINGLE-MATE".ICE PROTECTION SHALL BE AS MANUFACTURED BY GAF,"WEATHERWATCH/STORMGUARD REQUIREMENTS OF THE MUNICIPALITY IN WHICH THE PROJECT IS LOCATED. 2.WHEN WALL SHEATHING IS CONTINUOUS OVER CONNECTED MEMBERS,THE TABULATED NUMBER OF NAILS '•�� ��6 �`
LEAK BARRIER', EXTEND MIN.36"AT ALL RAKES, EAVES, VALLEYS, CHIMNEYS. 11.PROVIDE AND MAINTAIN TEMPORARY DUSTPROOF WORK ENCLOSURE COMPRISED OF 8'-0"HIGH, 1/4" SHALL BE PERMITTED TO BE REDUCED TO 1 -16d PER FOOT.
5. CONCRETE IN FOUNDATIONS AND SLABS EXPOSED TO WEATHER AFTER COMPLETION OF THE PROJECT SHALL A
CONTAIN FIVE PERCENT (+/- 1%) BY VOLUME OF ENTRAINED AIR AS PER ASTM C231. C.ASPHALT SHINGLES TO BE ATTACHED WITH A MINIMUM OF SIX FASTENERS PER SHINGLE WITH GALVANIZED PLYWOOD FAtCE SECURED TO 2 1/2"METAL STUDS @ 16"O/C WITH 6MIL POLYETHYLENE SHEET ATTACHED TO TOP 3.THE FOLLOWING CONNECTORS FOR INTERIOR GYPSUM BOARD SHEATHING SHALL BE ALLOWED AS PER
STEEL,STAINLESS STEEL,OR COPPER NAILS, MIN. 12 GAGE SHANK WITH A MIN.3/8"DIA. HEAD, ASTM F 1667, EDGE AND SEiALED TO UNDERSIDE OF ROOF DECK ABOVE.TAPE AND SEAL AT ALL JOIST PENETRATIONS. RCNYS CHAPTER 6/WALL CONSTRUCTION TABLE R602.3(1) FASTENER SCHEDULE: • -INCHES1/2" .... ..
PHASES. LONG; 1 1/4"SCREWS,TYPE W OR S 4"OC FROM EDGE, 8"OC IN FIELD ••'`��•�N �� �,
7. KEEP CONCRETE SURFACES )NOT COVERED BY FORMS, PROTECTED FROM LOSS OF SURFACE MOISTURE FOR D.ASPHALT SHINGLES TO BE CLASS A, AND COMPLY WITH ASTM D 225 OR ASTM D 3462 AS MANUFACTURED ''"
NOT LESS THAN SEVEN DAYS. B.5/8"GYPSUM BOARD: 1 3/4"GALV. ROOFING NAIL;8d COMMON NAIL;STAPLE GALVANIZED, 1 5/8" '
BY GAF,"TIMBERLINE ULTRA". COLOR AS SELECTED BY OWNER. INSTALL GAF"TIMBERTEX"RIDGE CAP SHINGLE 12. CONTRACTTOR TO PROVIDE ADEQUATE BRACING AND SUPPORT TO INSURE THE STRUCTURAL INTEGRITY OF LONG; 1 5/8"SCREWS,TYPE W OR S 4"OC FROM EDGE, 8"OC IN FIELD
8. SLABS ON GRADE SHALL BE IPLACED IN SECTIONS NOT EXCEEDING NINE HUNDRED SQUARE FEET WITH THIRTY AT ALL RIDGES. THE EXISTING (CONSTRUCTION.
FOOT MAXIMUM SIDE LENGTH. ALL CONCRETE SLABS SHALL HAVE STEEL TROWELLED FINISH UNLESS OTHERWISE E. INSTALL NEW CONTINUOUS RIDGE VENT AT NEW AND EXISTING RIDGES AS MANUFACTURED BY MID-AMERICA, 13.THE CONTRACTOR SHALL PROVIDE A CONSTRUCTION FENCE TO PROTECT THE AREA OF EXCAVATION AND 4.WHERE CONNECTIONS ARE DETAILED OR SPECIFIED WITH METAL CONNECTORS/TIES/STRAPS/HANGERS, ETC.,
NOTED, AND SHALL BE REINFORCED WITH 6 X 6- 10/10 WWF LOCATED ONE INCH FROM THE TOP SURFACE. TOE NAILING WILL NOT BE ALLOWED.CONNECTIONS TO BE MADE BY FOLLOWING SPECIFIED CONNECTOR Timothy Lambert, AIA
"RIDGEMASTER PLUS". INSTALL WITH CONTINUOUS SCREENED SOFFIT VENT AT NEW AND EXISTING SOFFITS. CONSTRUCTION. AND ANCHOR/NAIL IN ACCORDANCE WITH THE DETAILED DRAWING.
9. SLABS ON GRADE SHALL BE POURED OVER A 6MIL POLYETHYLENE VAPOR BARRIER OVER 6"WELL 3012 Fortesque Ave
COMPACTED FILL. (U.O.N.) F. INSTALL NEW GUTTERS AND LEADERS; CONTACT ARCHITECT PRIOR TO INSTALLING. 14.THE CONTFRACTOR SHALL PROVIDE ADEQUATE COVERINGS TO PREVENT WEATHER ENTRY INTO EXISTING 5.4'x8' OR 4'x9' PANELS SHALL BE APPLIED VERTICALLY. Oceanside, NY 11572
10. NEW SMOOTH SURFACE FORMS SHALL BE USED FOR EXPOSED WALLS AND PIERS. (STEEL FORMS PREFERRED) G. THERMAL AND MOISTURE PROTECTION AREAS OF THE CONSTRUCTION PROJECT AND CLOSE-OFF NON-CONSTRUCTION AREAS FROM DUST WITH PLASTIC
TARPS. (516)425-8919
C. STEEL FRAMING 1. ALL INSULATION TO CONFORM WITH RCSNY CHAPTER 3-BUILDING PLANNING,SECTION R320 INSULATION.
INSULATION MATERIALS TO HAVE AFLAME SPREAD INDEX NOT TO EXCEED 25,W/AN ACCOMPANYING O, NEW YORK STATE EDUCATION LAW LIVE LOADS:
1. ALL STRUCTURAL STEEL TO BE ASTM A36 SMOKE-DEVELOPED INDEX NOT TO EXCEED 450 AS PER ASTM E 84. (PER TABLE R301.5OFTHE RCNYS) www.wellkraft.com
2. ALL RIGID AND BATT INSULATION TO BE INSTALLED AS PER MANUFACTURERS INSTRUCTIONS, IN SIZES AN 1. IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED
D. TIMBER FRAMING R-VALUES AS INDICATED. INSULATION TO BE BY CERTAINTEED (OR EQUAL). ARCHITECT,TO ALTER AN ITEM IN ANY WAY. USE LIVE LOAD [LB/SQFT.]
1. ALL STRUCTURAL LUMBER SHALL BE STRESS GRADED DOUGLAS FIR-LARCH NO.2 (UNLESS NOTED OTHERWISE ON 3. INSTALL CONTINUOUS SILL SEALER UNDER ALL PLATES IN CONTACT WITH FOUNDATION WALLS. EXTERIOR BALCONIES 60
DRAWINGS) 4. INSTALL NEW'TYVEK"HOUSEWRAP OVER EXTERIOR SHEATHING. FRAMING CONNECTORS : DECKS 40
2. ALL STRUCTURAL LUMBER, PLYWOOD,SHEATHING, ENGINEERED LUMBER, ETC. SHALL BEAR VISIBLE 5. INSTALL 6 MIL.THICK POLYETHYLENE MOISTURE BARRIER UNDER ALL CONCRETE SLABS AND INTERIOR SIDES 1. FRANAING CONNECTORS SHALL BE MANUFACTURED BY SIMPSON STRONG TIE OR EQUAL. GARAGES so CAIAllO RESIDENCE
GRADE STAMPING. OF EXTERIOR WALLS. ATTICS WITHOUT STORAGE 10
p 2. INSTALLATION OF CONNECTORS IS NOT LIMITED TO THE NOTED LOCATION. REPETITIVE AND OR SIMILAR ATTICS WITH STORAGE 20 CONSTRUCTION DOCUMENTS
Z 3. ENGINEERED LUMBER TO BE IIN SIZES INDICATED AND INSTALLED AS PER TRUS-JOIST MACMILLAN,'TJI PRO SERIES". 6. INSTALL OPERABLE SCREENED VENTS AT ALL CRAWL SPACES IN SIZES INDICATED AS PER RCNYS CHAPTER 3- FRAMING SITUATIONS SHALL RECEIVE THE APPROPRIATE CONNECTOR.
ap ENGINEERED BEAMS TO BE BY TIRUS-JOIST MACMILLAN,"PARALLAM"OR"MICROLLAM 2.0E". BUILDING PLANNING,SECTION R408 UNDER-FLOOR SPACE."FOUNDATION MASTER"AS MANUFACTURED BY ROOMS OTHER THAN SLEEPING ROOMS 40
4. PROVIDE SOLID BLOCKING FROM TOP OF GIRDER/BEAM OR FOUNDATION WALL TO UNDERSIDE OF FLOOR AT MID-AMERICA.INSTALL WITHIN 3-0"OF EACH CORNER OF STRUCTURE. SLEEPING ROOMS 30
0 ALL LOAD BEARING COLUMNS..WOOD COLUMNS AT EXTERIOR LOCATIONS TO BE CCA PRESSURE TREATED. H. WINDOWS AND DOORS MODEL NUMBER OF SIMPSON CONNECTOR STAIRS 40 GENERAL
-_j 5. ALL FLOOR CONSTRUCTION'TO CONFORM WITH ANSI/AF&PA WFCM-1995 CHAPTER 3.3 FLOOR SYSTEMS, U.O.N., (REFER TO DETAILS AND MANUFACTURE'S GUARDRAILS AND HANDRAILS (PT LOAD) 200
Q AS FOLLOWS: 1. ALL DOORS AND WINDOWS TO CONFORM WITH RCNYS CHAPTER 3-BUILDING PLANNING,SECTION R308 H2.5 RECOMMENDATIONS FOR PROPER INSTALLATION) NOTES
v~i A. FLOOR JOIST SPANS NOTE TO EXCEED THOSE AS LISTED IN TABLES 3.17 A-B FOR SPECIES AND GRADE OF GLAZING, R310 EMERGENCY ESCAPES AND RESCUE OPENINGS AND R311 EXITS. ALL EMERGENCY ESCAPE AND
LUMBER INDICATED. RESCUE OPENINGS SHALL HAVE A MINIMUM NET CLEAR OPENING OF 5.7 SQUARE FEET. MINIMUM NET CLEAR
0 OPENING WIDTH SHALL BE 20 IN.. MINIMUM NET CLEAR OPENING HEIGHT SHALL BE 24 IN. .
Z B.ALL FLOORS TO BE DESIGNED FOR A MINIMUM 40 PSF LIVE LOAD AND 20 PSF DEAD LOAD AND DEFLECTION ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS: DEAD LOADS: (WEIGHTS OF MATERIALS)
0 OF L/360. 2. ALL DOORS AND WINDOWS TO HAVE UPGRADE OPTION TO CONFORM WITH DESIGN PRESSURE OF DP-50. (PER TAB3LER301.7OF THE RCNYS) (PER TABLE R301.2.2.2.4 OF THE RCNYS)
0 C. PROVIDE MINIMUM BEARING OF 3", LION, AT ENDS OF ALL JOISTS, BEAMS AND GIRDERS; PROVIDE DOUBLE 3. PROVIDE AND INSTALL ALL HARDWARE AS SELECTED BY OWNER. DOORS.ALL DOORS AND WINDOWS I STRUCTURAL MEMBER ALLOWABLE DEFLECTION AVERAGE DEAD LOADS SHALL NOT EXCEED 15 PSF FOR ROOFS/CEILING ASSEMBLIES OR 10 PSF FOR FLOOR
JOISTS UNDER ALL PARALLEL PARTITIONS; PROVIDE SOLID BRIDGING,STAGGERED AT C-O"OC MAX. COLOR AS SELECTED BY OWNER. RAFTERS HAVING SLOPES GREATER THAN 3 AND 12 WITH NO FINISHED CEILING ASSEMBLIES, EXCEPT AS FURTHER LIMITED BY SECTION R301.2.2. DEAD LOADS FOR WALLS ABOVE GRADE
Z D. LAP JOISTS OVER A BEARING SUPPORT A MINIMUM OF 3", NAILED TOGETHER WITH THREE 10d FACE NAILS I. LIGHT & VENTILATION L/180 SHALL NOT EXCEED THE FOLLOWING:
w ATTACFHED TO THE RAFTERS
MIN.JOISTS FRAMING INTO THE SIDE OF A WOOD GIRDER SHALL BE SUPPORTED BY A SPECIFIED FRAMING 19 MARCH 2O26
� 1. AS PER RCNYS SECTION-R 303 ALL HABITABLE ROOMS SHALL BE PROVIDED WITH AGGREGATE GLAZING AREA OF NOT INTERIOR WALLS AND PARTITIONS H/180
ANCHOR.TOENAILING SHALL NOT BE PERMITTED. LESS THAN 8 PERCENT WALL ASSEMBLY DEADLOAD [LB/SQFT.]
U E. NOTCHES IN THE TOP OR BOTTOM EDGES SHALL NOT BE LOCATED IN THE MIDDLE 1/3 OF THE JOIST SPAN. OF THE FLOOR AREA OF SUCH ROOMS. FLOORS AND PLASTERED CEILINGS L/360
0 OUTER THIRDS OF THE SPANI SHALL NOT EXCEED 1/6 OF JOIST DEPTH, NOR LONGER THAN 1/3 OF JOIST DEPTH. ALL OTHER STRUCTURAL MEMBERS L/240 EXTERIOR LIGHT-FRAME WOOD WALLS 15
DO NOT EXCEED 1/4 JOIST[DEPTH AT NOTCHES MADE AT SUPPORTS. LIMIT BORED HOLE DIAM.TO 1/3 JOIST 2. THE MINIMUM OPENABLE AREA TO THE OUTDOORS SHALL BE 4 PERCENT OF THE FLOOR AREA BEING VENTILATED. EXTERIOR WALLS WITH PLASTER OR STUCCO FINISHES H/360 EXTERIOR COLD-FORMED STEEL WALLS 14
C� DEPTH, NO CLOSER THAN 2"'TO THE TOP OR BOTTOM EDGE, OR CLOSER THAN 2"TO ANY NOTCH. 3. BATHROOMS, WATER CLOSET COMPARTMENTS AND OTHER SIMILAR ROOMS SHALL BE PROVIDED WITH
Z EXTERIOR WALLS WITH BRITTLE FINISHES L/240 INTERIOR LIGHT-FRAME WOOD WALLS 10
J F.ALL SUBFLOOR SHEATHING TO BE 3/4"CDX T&G PLYWOOD, GLUED AND NAILED WITH 8d COMMON NAILS, AGGREGATE GLAZING AREA IN WINDOWS OF NOT LESS THAN 3 SQUARE FEET ONE-HALF OF WHICH EXTERIOR WALLS WITH FLEXIBLE FINISHES L/120 8"THICK MASONRY WALLS 80
LL OR 10d BOX NAILS, 6"FROM EDGE AND 12"IN FIELD O.C. PARTICLE OR OSB BOARD SHALL NOT BE ALLOWED. MUST BE OPERABLE.
m
GN
SHEET
O
N
O
N
H
0 1 3 5 As y
6 8 9 10
0 EXISTING RESIDENCE TO REMAIN 19'-0" (PROPOSED ADDITION) 19'-7" (PROPOSED COVERED PATIO) M
W ON
z UJ
00 U 0
o � z
>_
z Z w w
0 z
Q - p
1 00� O
0w w 0
z V J U
c� Q �
O �
W o � N
w0 0
V) N Q
0W Q o
Z n z —' z
� 0 - Q Q
J AND6SEN AND RSEN ry
Cn Q
SLIDER SLI ER r 1
0 rJ _� v
- `� �l _ z 0
0 7- — - - - - - - - - - T- - - - - - - - -�
v p p—r—
—� - - - - - - - I - - I II1
IILI1
N0v�p
o
CN
A
ow 7 1
CRAWL 1.75x1 .25 LVL 1.75xl 1.25 LVL o Q J C (1-�0o0 HDRrLUH HDRFUSH- - - - - - - - - - - - - -VEN
EXISTING ELECTRICAL
0
RICE MOUNT W W MUDROOMPANEL o BOILER SPACE 2 EXISTING D w@ ^ LANDING ABOVE
- - - - - - - - L � UNDERGROUN '
W
N (2)2z8- _ SQ
p
- aW PROPOSED DIRECT VENT PROPOSED 2x8
O _—_— 0N O0
---------- CONDENSING BOILER DECK 16 O.C.
10
— OG
LJ 0 l ° � T� @ I
A -WL
I PROPOSED W1-0x39 STEEL-GIRDED 992W-991 DROPPED-BEAM 01-
ACCESS
-
TOP OF WALL 48"LOWER HERE
r, I ® 1 1 L_ 1
PROPOSED 36"x36"xl0"THICK SPREAD TO ALOW STAIR TO PASS EXISTING CELLAR STAIR 1 L — — L —I L _ DRAWING SUBMITTALS
aXo FOOTING TO SUPPORT � �L TrO BE REMOVED I
A U NEW POST ABOVE - SERVICE I �-
U O VERIFY EXISTING PANEL I i
z FOOTING FOR (FROM
F- UNDERGROUND� I I
w�j NEW POST ABOVE SERVICE) I I I I 1
o I I s co I I \ I I
D - - - `�' I ® 1 EXISTING CELLAR I I \� PROPOSED CELLAR I I I 0 PROPOSED 2x8
L - - - 1 (UNFINIS;HED) I I 3'Ox6'8 (UNFINISHED) I I I Q DECK JOTS S @ 16"O.C.
3'-0" co
o
3'-0" -- — I " � 1 I�
EXISTING WOOD GIRDER _ - - - - - - I O ( p I I I 1 03/19/2026 FOR PERMIT
�- - - � r\ 100
r- EXISTING WOOD GIRDER PROPOSED LVL GIRDER EXCAVATE AND w U 1 I (w V -1 1-El
- I
_ _o ( _ (2J 1.75"x 7.25"DROPbED _ I _ _ I INSTALL CONCRETE = O I rn - _
1 ih I 1 -BEAM 02- I I STEPS UP TO EXISTING 0 o I I I w0 1� ' I I 2
w I I 1 M 00 I- - - -I I- - - � I CELLAR FLOOR OCR I I IwLT J A4
cz I _ _ o w ° 14 TAX ID NO.: 1000-097-02-001
EXISTING 2x8 0 Lu
3-0 ? EQ EQ EQ ol i o I 1 ° I 10 Iw 0
4 01 x - Q
@ 16'O.C. O I N w 1 rOi I I t o �Im �11,
AS 3 EXISTING FOOTING 0
______ _ __ _ _— ______—_ _ __ I� ULU o PROPOSED SITTING v0
Z FOUNDATION TO REMAIN �(� 1 O 0- t
N J� a I I I I o O UN-EXCAVATED old
w I L-------- — --�e-------- --- -------- --- — I ----� 1 I I 0I� NIC]
I I 1 04
O X pN 1 ` '
1 ( PROPOSED AIR HANDLER 1 1 �„ w
Ab EXISTING co x
(2)1.75x 1.25LVL I I �IN _� A6 rchitecture
1 CRAWL SPACE 1 0 O I PROPOSED Wl Ox39 STEEL GIRDER HDR FLUSH p I— �-
N (9.92'x7.99_) DROPPED-BEAM 01- ° I J 1 1 I I ,L J1
w@ - - - - ---
PROPOSED 2x8 DECK LEDGER BOARD 1 I _ _ _i_ _ _ I- - - E
F PROPOSED MAIN WASTE I p 1 ° GLIDE RG44 I
LIN'1E TO SEPTIC SYSTEM ISEN
�, I `� (MEETS
I QRED
U ui �o —p ggC,y''� ,.
_ _ _ J w 1 JA&
OD 0
Fr_
I PROPOSED DECK GIRCDER _ I \ O r�Vo — — —I— — — — — — J a- - -(2)2 x12 flROPPED=BEAI,M-19- -- -� - - �- - I c
uj
p N L - -) L - -� L - �\ \ / /� - J PROPOSED EGRESS WINDOW WELL
\ / O CL o PROPOSED DINING \\\ ° � � /// � .I N����,,
L,, PORCH ABOVE '
0
PROPOSED 2x8 DECK LEDGER BOARD UN-EXCAVATED �- - - - - - - - - --�
PROPOSED 2x8 DECK LEDGER BOARD
Timothy Lambert, AIA
I g I D"7I1 sJ 1 I I I PROPOSED DECK GIRCDER I o J - 1 1 - - - I3012 Fortesque Ave
J ,_ �(2)2 x12 DROPPED-REALM 19-� - � � J Oceanside, NY 11572
(516)425-8919
I
i
WALL & SYMBOLS LEGEND
www.wellkraft.com
PROPOSED 2x6 STIUD WALL W/5/8"GWB OR
PLYWOOD SHEATIHING (UNLESS OTHERWISE
i
NOTED)
° NEW 1'-2" P.C.TRENCH TYP FOOTING WITH CAIAllO RESIDENCE
6"CURBFOOTING W/#5 BARS PER DETAILS
CONSTRUCTION DOCUMENTS
z
°o SMOKE AND CARIBON MONOXIDE
� (D CO DETECTOR (HARD)WIRED IN SERIES)
Lu° FOUNDATION
8'-0" CEILING HEIGHT EXISTING RESIDENCE TO REMAIN 23'-0" (PROPOSED ADDITI N) 15'-7" (PROPOSED COVERED PATIO)
Q PLAN
V 100 CFM BATH EXFHUAST FAN
0 z (DUCTED TO EXTERIOR)
z 1 2 4 1 2 6 7 9 10
0 A4 Ab
0
z 19 MARCH 2O26
� (T� FOUNDATION PLAN
ZD
u AO 1 /411= 1 ,_0„
0
0
c
z
Ll- AO
O
SHEET 3 OF 9
O "
NO
N
O
CV
I--
C� 1 3 D
A5 A6 6 $ 9 10
EXISTING RESIDENCE TO REMAIN 19'-0" (PROPOSED ADDITION) 19'-7" (PROPOSED COVERED PATIO) (L0
U w 0�
13'-3" 17'-5" 13'-10" 20'-3" r-
5-0" 1 1'-1" 5-0" 13'-5" Z ~ w
00 U O
'_ F— �--
oV Z
CIOz 0 z w uj
p z
0Lu w
CL
N p Lu o
w
o 0/ _
o :a ~
N Q r �
o
�\lb V) — r�o Q
U LI E OF 20' REQUIRED O r O
Oo IDE YARD SETBACK • w
EXISTING DASH DOT LINES y��L�
Z � INDICATE EXTERIOR WALL IN WALLS z
C�� 'C p Z _
FURRED OUT W LL TO - �q O
I? z TO REMAIN NEW CW 14 TO BE REMOVED CONCEAL PIPES FROM �__
m ^ p z z (R.O.2'4-7/ "x4'0-1/2") HALL BAATH ABOVE NEW W15 Li-5—- -��yNEW STEEL SPIRAL
O U 0 `z' O - - - STAIR BLACK
CL
U
0 p w - 00 2)2x8 - - - (R.O_ . "x-5' - (R.O.2'4-7/ "x 5'0-3/8") (BLACK) z 0
w - @ 2' "AFF @ 2' "AFF
•- DRYER WASHER
O0 Q w d co PROPOSED COUN RTOP C IF] 1I I r- -!- — - . ,NEW�2)2X6 TOWEL AND COAT HOOKS `^
IL � w POWDER FARM HOUSE SINK I _ - I < 72"LON BENCH lut `V
I N PROPOSED (RECLAIMED) �- N r U Lu —
PROPOSED CW15 w ROOM N LAUNDRY ROOM / I PANTRY BONUS ( . NEW CW15 ) S D ` / NEW U
< R.O.2'4-7/$"x 5'0-3/8" 2'b"xb'8" O o
(R.O.2'4-7/8"x 5'0-3/8' MODIFY Z Z oo CLOSET AT PROPOSED 00 ` 3'0"x7'0" r�
�o - / FLOOR SPACE @ 2'2"AFF _ O oe O o
EXISTING SILL HT.TO 2'2 AFF 3 -x I \ ,
L„ X LOAD BEARING WALL / Lu X U - 3 - UDR007�^ o
(EXIST.@ 2'10 AFF) z �o UNDER EXTERIOR WALL ABOVE z `O I 0 NEW 2 2x8 / I- w X \� p N j p vlCKI
CV CV I C70 N O Z O N LU twn x LU
., ...,., / . I 11 wX /\O ,O � �' 1 OW ONE � - -
< III$ UP
NEW I Z I I z�// @ o w XI TfIN T RI R AL - zs"xs'o" �IN TO ROOF
I
9
LINE OF EXISTING I I r / �\x6'8 I m I U _ DECK 2
PORTICO I I IPROPOSED-
ENTRYVV VVVVVV - - —�
IN
TO REMAIN NEW 3'OX6'8 I I I SS or-7-7 -- 11 *' - - - - ARCH ( )
N DOOR W/ �� — N U '� (V2 10(DROPPED) w I / (2)2x8 _� PROPOSED PORCH BEAM 3 2 x10 DROPPED C
-a ^ N �? WALL CABS O O W LLCABS I I- GAS FIREPLACE -� oo FDRAWING SUBMITTALS
SIDELIGHTS - (� _ °
NEW DOOR EXISTING O 4 "REFRIGERATOR O O EXISTING CELLAR AND TV ABOVE N _ n __
TO BE RELOCATED - FOYER `D I Upl ° /' ------- I I STAIR AND WAILS 3 in U-
NEW CW 15 `_ / * w tJ 36"RANGE I I U x Q S'SOFA
ON CENTER WITH (REMODELED) ao i� / / a Z WITH HOOD
• - I � TO BE REMOVED 22-0" z _ _ �
EXISTING PORCH (R.O.2'4-7/8"x 5'0-3/8" 'cS a : _ PROPOSED FLITCH PLATE BEAM y 7. N N w
@ 2'2"AFF 8 10 s °' (2)1.75` 2T EVL-WIT.FL.7_.91EELPLAT€ PLUS -B �vlg6- I I 3 v Ua n'
D IN EXISTING R.O.VIF < - - - - _ _- __ _ ____ - I
Ow @ co 1.75"x 7.25"LVL BEAM 09- r. s _
(2)2x8 (c-" -- ARCH � � I Z O �I
u_l >I' I 4'-2" 3'-b" 3'-9"/ 8'-4" (LOAD BEARING WALL) I 14'-0"" I o o O
w I o PROPOSED w ry
— N I _ _ — — — — I / D/w 1 30"SINK( MICRO° I , I I ,`) Lu o � SITTING PORCH m
x _ - -t o f— -1 / - p < < O (B UESTONE PAVIN ) Q �1 03/19/2026 FOR PERMIT
- - - - -� x I I I I I I II 00 - = co x0
I �Ww w �% L_ - J II--L - - J b I I= U o __ -' R_ 'yO PROPOSED = � o
04 — w m O — - - - - - I -hI-I - - O - - �- - - - �- 0c Z Cd 12"O.C.-JOISTS 2- I 2
Lam--- -� i� < Lu `
w @ p v) 0 cn o0
b p Lu �I - PR OSE_D FLITCH LATE BEAM _ � I�� -� o I f _) _ -l� X I o° A4
c i cv o EXISTING CHIMNEY - (2)1.75"x 7.25"LVL WITF�.75"STEEL PLATE —�_ - EXISTING a U ISLAND(8'0"x4'0") I p w 4'TABLE O- En w Q 4'TABLE "' =
(� O = m CJ TO BE REMOVED FLUSH-BEA�08- U r1 DINING ROOM O / ^ TAX ID NO.: 1000-097-02-001
XZ w x O 3 N - I I � O Z CL
O
4 U 00 N v) N cx, 0 O EXISTING POCKET � I o J = I `^' 8' 10" �� I 0 ° N V O O 31
N W < DOORS TO REMAIN I I I LL10
A5 w N @ w 3 x (dj I I I EXPAND TABLE FOR EVENTS a- �DININ TABLE(8'0"x 3'8"1 _ EXISTING I � � � � N
U < Lu Lu x KITCHEN FURRED OUT WALL o o
Z CL Lu z I I I a-� TO CONCEAL PIPES PROPOSED U X < X
w EXISTING 8' 10' Tn `
STUDY I I u N EXISTING BRICK CHIMNEY AT C� I I FROM BATH ABOVE FAMILY ROOM 00 �;, bo N �I
I x U -- FIRST FOOR TO REMAIN 8'SOFA Ell
1 CV 30"$INK D/W 2 3 � � (V 1 a
LOAD BEARING WALL (DECORATIVE ONLY _ 8'6" - - �I
_ zA A6 rchitecture
:O i ( ) W LL OVEN I m Z
z UNDER EXTERIOR R COFFEE W 3
X WALL ABOVE PROPOSED VL HEADER � OPEN I I I oEN AKER 3 PROPOSED LVL BEA z v
„u 2)1.75"X 11. 7'-BEAM 07- I SHELVES I L SH�fI_VES (2)1.75"x 11.87'FLUSH-BEAM 03- NEW 1(2)2x8 _N PROPOSED PORCH BEAM(3)2 x10(DROPPED)
EXIST. (3) 2x6 HDR EXISTING - - - _ _ - - - - _ 1 RISER TO PATIO
FORMAL NEW FWGlQ0611-4 PROPOSED 2x10 ACQ LEDGER BOARD SED 11 X� I ( E
LIVING ROOM (R.O.9'9-3/4' x 6'11" BOLTED TO EA STUD WITH 3/4"x4"LONG (R. .4'9'>"x 3'S-3/8") 0D
F - -- ) T 36 RIES @ "O. x w ( --
R.O.z'4- x 5'0 3/
(R.O.2'4-7/8"x 5'0-3/8") M j u ,n . = AD SLIDIN DOORS LAG BOLT WIl)H i ASHER,STAGGERED IN E IISTINJG R.O. (VIF) 12'-9" N U v � i @ AFF
Zo 0 8 10 I ASH D T LINES I �E)
@ 2'2"AFF d < N N i� bxb ACQ WOOD COLUMNS ••.
IN EXISTING R.O. (VIF) 3 x W N 3 of DICAT�WALLS I N I sa"POKER TABLE z 3 O "' WITH 8"AZEK SURROUND rn ,5�f •HY•AAcy'�r,•
U COO @ w `r TO BE REtv10VED -- MOUNTED TO 14"O x 36"D
3 h z - Z N I PROPOSED LVL B - �Q� - - - - �Q� �•�., �+ F�
"' N ISTI F SH BEAM MAI �w x — U P.C.SONOTUBES,TYP.
Z N X Ln _ - z : — — — — — o U .75" BEHIND RIM I EAM 04- '
G -- O z = / O - - �\ I o O I 2. �j��--- \ y w CUSTOM EGRESS WINDOW G * A
.•
,p\��\I I DINING TABLE(10'0"x3'0") p�j �o��'O�� ?� �y�� G`�A = WELL WITH GRATE •' A
7. cP;Of PROPOSED 2x10 CQ L R BO RD OLTE T EA. volo-
D F E�CK �j Q O , NEW (2)2x8 .O `ti 0 •'•. OFYO •' ,
p PROPOSED
WALL ABOVE WIT L B STAGGERED a �' s� is n -\ w '••
< 0 .0 O 2 �' NEW 2 C15 \4i PATIO AREA ••
Lu N � / �,� L NE OF ROOF PROPOSED DINING PORCH + ( ) "D Lu
X L��, (R.O.2'0-5/8"x 5'0-3/8") O' -7-1 R.O.2'0-5/8"x �� N (BLUE STONE PAVING)
=I0`, ECK ABOVE
N OO / IN EXISTING R.O. VIF (BLUE STONE PAVING) IO
(VIF) 4 5'0-3/8")2'-2"AFF n 6x6 ACQ WOOD
O o PROPOSED FLITCH PLATE PORCH BEAM COLUMNS WITH 8"AZEK
(L - PROPOSED PORCH BEAM(3)2x10(DROPPED)-BEAM 13- - (2)1.75"X 9.25"LVL WITH.75"STEEL PLATE (DROPPED)-BEAM 112- ® PROPOSED PORCH BEAM(3)2x10(DROPPED)-BEAM 13- - TIrTlOtily Lambert, AIA
SURROUND MOUNTED 3012 Fortesque Ave
2 RISERS TO GRADE TO 14"0 x 36"D P.C.
q SONOTUBES,TYP. 1 RISER TO GRADE Oceanside, NY 11572
(516)425-8919
SIMPSON
ABA66
WALL & SYMBOLS LEGEND
www.wellkraft.com
PROPOSED 2x6 STUD WALL W/5/8"GWB OR
PLYWOOD SHEATHING (UNLESS OTHERWISE
NOTED)
CAIAllO RESIDENCE
a ' ° NEW 1'-2" P.C.TR',ENCH TYP FOOTING WITH
6"CURBFOOTING;W/#5 BARS PER DETAILS CONSTRUCTION DOCUMENTS
Z_ 18'-0"BETWEEN PORCH COLUMNS 18'-0"BETWEEN PORCH COLUMNS 18'-0"BETWEEN PORCH COLUMNS
m SMOKE AND CARBON MONOXIDE
0 OS CO DETECTOR (HARD)WIRED IN SERIES)
p 12'-2" 14'-3" 26'-7" 14'-3" 8'-9" 15'-7" FIRST
uj
CL 8'-0" CEILING HEIGHT EXISTING RESIDENCE TO REMAIN 23'-0" (PROPOSED ADDITION) 15'-7" (PROPOSED COVERED PATIO)
Q I
FLOOR PLAN
N 100 CFM BATH EX;HUAST FAN
~ (DUCTED TO EXTERIOR)
O
Z 1 2 4 1 2 6 7 9 10
p A4 A6
z (T� 19 MARCH 2O26
� FIRST FLOOR PLAN
o A 1 1 /411= 1 '-011
0
c�
z
J_
L L_
A ]
0 SHEET 4 OF 9
0
CV
O
N
2
C� 1 3 5 5 y
D
8 9 10
EXISTING RESIDENCE TO REMAIN 19'-0" (PROPOSED ADDITION) 19'-7" (PROPOSED COVERED PATIO) L0
LJJ 0`1
W
5-0" 3'-7" 8'-6" 6'-8" 5'-10" 13'-3" Z ~ �Sz
2'-10" 3'-0" O O U p
o � Z
Z L1J �
D p z
0 Q - 0
w w
CL
V) O
N � W
p � o
Z J
O U
NQ �
� oU
Lu
op N o
cn F N Q
0 p W Q O
0 I a- '- -
Z I pz Q z
EXISTING ROOF TO REMAIN Q
m u, NEW STEEL SPIRAL
O C ,145 U
STAIR (BLACK)
(R.O.2'4-7/8"x 4'5-3/8") z p
@ 2"1"AFF
r. .. .•. .. Q
O _ C 13 --- A
Z L (R. 2'0-5/8"x 3' -1/2") ; (2) 2x8 HDR
O *_0O
@ 3'8"AFF I I �\ (y)
x O m , . •.�� IVVV IVVV I V�1�IV
p w 02
I -- (2 2x H R
'-'-' P OSED CLEARSTORY
bo
U WINDOW TO TCH PROPOSED (AN251) — PROPOSED-- - --- NEW-ROOF __ _ _ 0_ _ B
ATTIC WI DOWS OVE GUEST ROOMS X Q ? n vANlrr = �� I W.I.C. (BELOW) 2.4%2'
W Q `^' o `O \C o EQUAL EQUAL DN
N LO � ,,, O (2)2x8 2) 8) ( )2x8) U "' M = PROPOSED c
PROPOSED 2x8 C.J.s
3 O v < w TOM26x ' NEW
? 3'-7" 3' 6" / _ (R 2'4-7/8"EW x/3'0-1/2")11 p @ ^- - HALL BATH --- — 2'6 z 8" \ o (R.0.2'4-7/8 W3'0-1/2") 4' ' @ 16"O.C. (R.0.2'4-7� 3
0 6_ �\
N x 2- x 3-0-1/2")
z C� rY O SHOWER / @ 3'8" FF _ @ 3'8''AFF @ 3' " FF
EXISTING /
- -PROPOSED LVL _ ----- {2)2x8} --- ---- - C
ROOF 0 � HEADER FLUSH
- FL-t1Sfi
(2)2x8 HDR (2) 8 HDR x DR
_ U (2)1.75"X 5.5"-BEAM 15- Q
(BELOW) axo t �� PDD
xo EQUAL EQUAL NEW nDRAWING SUBMITTALS
`�' PROPOS 04 U F1 / 2'6"XA'8" I P OPOSE FL�-O€I B€AM 1 2 12-BEAM 17- C1
c� O
I BATH _ w
ALIGN WITH NEW CW145 aBED o - / 3'-6" f I / =: — — — 16'-0" —� _ o_ x�
WINDOW AT FIRST 2'4-7/8"x 4'5-3/8"@ 2'3"AFF \ < O U
FLOOR BELOW REPLACE EXISTING DH z ' LL Q I I N U v Q
2'6"x 4'5"@ 1'9"AFF,VIF N m PROPOSED `�'
D I�
(2) 2x8 HDR \ Z N I uj
Z N / Z °�°I BED OOM dI PRIMARY � O
oo \ /� I \ I / I WIC
NEW EXISTING C ILEY `O J U w x J
ALIGN WITH b'8" TO BE REMOVED z CO \ / X NEW = mll K"'� m 00
\\ v N U I I \4'8"x6' " x U N , II U "�'(N o 1� 03/19/2026 FOR PERMIT
POST TO SUPPORT I N N
WINDOW AT FIRST I p \ w LL `� I x O go w
FLOOR BELOW o o RIDGE BEAM,ABOVE �w p x Diu :0 w N= 3 X
HALL CLOSET w ^ , "' w N I NO .- M o Q ,� b U PROPOSED b
;.
NOC�I / O(c�j NOch1 � @ — '" ��N - ---- - --LliROOFDECK2 7 2
O N
_ -- ° / I z O0 p I 9'TRAY 0 I O O w A4
00 ° - II CL o TAX ID NO.: 1000-097-02-001
x
LO N Q U z 3 f \ A z > PROPOSED PROPOSED u -��' I-� LINE OF TRAY CEILING I I w
v LL z O _ 'O CU " "' " / ox BEDROOM#3 BEDROOM#4
x a N z / \ o; x (j I I FEATURE ABOVE
A5 i� � a �' � cxv � `�'/ NEW O NO � - _ -
U r\ N w w N Z O EXISTING T-6' T-6' - - PROPOSED FLUSH CEILING BEAM Ib
c�- Ud w 4'8"xb'8"� E I— -
--N Q < @ BEDROOM#1 V) @ —[2)�xT2 BEAfvTTG M
O J w O 7-6., \�— I O Ua LINEN I TV ON WALL I o x U-
w
O -1 _ ^ _
w �4
EXISTING � \ q 3-4" k6' (2)2x8) N --- ell,x ran—
�, oo J N U 1
A6 BEDROOM#2 - I��I \ X ?= I N N @
1 � I �l „o„ , J BUILT-INWINDOWS T 171 o Q A6 rchitecture
7'-6" w iv E V PR ED V 2'Ox6'8 N / m o I
11'-8" O @ HEADER (2)1.75"x 5.5" HEADER ( 1.75' x 5i.5" PROPOSED m (2) 2x8 H R
O RIMARY-BATH_ r �6 ' o
EXIST.(2) 2x8 HDR a % PROPOSE FWG5068L PROPOSED FWG50658L o z I CW145 - E
F -MEETS�GRESS- -MEETS EGRESS- _ \ VAULTED ap N n (R.O.2'4-7/8"x 4'5-3/8")
ALIGN WITH - NEW CW 145 _ I I o @ 2'3"AFF
WINDOW AT FIST 2'4-7/8"x 4'S-3/8"@ 2'3"AFF " pF X -MEETS EGRESS-
FLOOR BELOW -MEETS EGRESS- ,Mn U =m 13'-3" 8-6 PROPOSED 8-6
REPLACE EXISTING DH `t LL a N 60"SOA INc rue i ���`��+ERED pqc
2'6"x 4'5"@ 1'9"AFF,VIF \ Q x Q `=' cn ROOF DECK 1 o i , I Q``� o�'�y "y.��c'.V
w w (2)21 HDR ,• (2) 2x HDR 9
w Ud U _
Oui NEW(2) CW145 20 0" (2) CW145 ALIGN WITH G ,4� A
i
w (R.O.2'4-7/$"x 4'5-3/8") II I (R.O.2'4-7/$"x 4'S 3/8") WINDOW AT FIRST �1'$5�
@ 2'i"AFF @ 2'3�'AFF
ALIGN WITH -REPLACE EXISTING 2X DH- I F OOR BELOW •,•� o��,,r'
WINDOW AT FIRST (REFRAME AS REQUIRED)
FLOOR BELOW I O 0 w 0
O o Om
" w �" Timothy Lambert, AIA
I
3012 Fortesque Ave
I
Oceanside, NY 11572
516)425-8919
i
WALL & SYMBOLS LEGEND www.wellkraft.com
PROPOSED 2x6 STUD WALL W/5/8"GWB OR
� � z ' PLYWOOD SHEATHIING (UNLESS OTHERWISE
NOTED)
CAIAllO RESIDENCE
NEW 1'-2" P.C.TREINCH TYP FOOTING WITH
I
6"CURBFOOTING V'V/#5 BARS PER DETAILS
CONSTRUCTION DOCUMENTS
Z_ __
SMOKE AND CARBiON MONOXIDE
O O co DETECTOR (HARDWIRED IN SERIES) 12'-2" 14'-3" 26'-7" 14'-3" 8'-9"
w SECOND
J 8'0" CEILING HEIGHT EXISTING RESIDENCE TO REMAIN 23'-0" (PROPOSED ADDITION) 15'-7" (PROPOSED COVERED PATIO)
Q FLOOR PLAN
V 100 CFM BATH EXHIUAST FAN
~ (DUCTED TO EXTERIOR)
O
Z 1 2 4 1 2 6 7 9 10
0 A4 A6
0
Z ('I19 MARCH 2O26
� SECOND FLOOR PLAN
U A2 1 /4"= 1 '-0"
ZA
0
z
J_
U—
A2
0 SHEET 5 OF 9
0
CV
O
CV
Q 1 3 5 3 2 6 8 9 10
w A5 A6
CL EXISTING RESIDENCE TO REMAIN 19'-0" (PROPOSED ADDITION) 19'-7" (PROPOSED COVERED PATIO) (L0
u uj o�
Z uJ
00 U O
oV) Z
z Z w Lu
0 p Z
Q _ p
w _ W
IL � Q V
N p � w O
o I_ � _
Ou
w 0
n 0 N
w 0
u
o I � �O O
w Q
Iit-
z O Z Q Z
`<
OC12 CASE(ATTIC) �1 0 U
(R.O. 2'0-5/8"x 2'0-5/8")
@ 1'3"AFF(TEMPERED) Z C)C12 CASE(ATTIC) - - A Q O
N Q_; (R.O. 2'0-5/8"x 2'0-5/8')
w @ 17 AFF(TEMPERED) (�
S
EXISTING ENTRY ROOF TO �`c��i �`�+ _ L
REMAIN, REFINISHED TO EXISTING 12 CASE(ATTIC) ����� EXISTING ��� ll p-� PROPOSED 2x8 R.R. PROPOSED 2x8 R.R. j
METAL ROOFING PER - P�6f D 2�C 1 OL�8 . „0�. —- 1,6'-A.C. --
ELEVATIONS R.R. (R.O. 2'0-5/8"x 2'0-5/8") R.R.
@ 1'3" FF(TEMPERED) o @ 16"O.C. 0 1 ' O.C. o
uiPROPOSED w �PROP C ED PROPOSED PROPOSED
1 EXI TINGXISTING CLO 00 eO SLOPE 0 SLOPE ;o SLOPE SLOPE y
z R. 0 R.R. fk�ONE 12:12 12:12 � N � 12:12 12:12
,- m / o
Lu
- — — — C
Lu
\� - --- Ao,� o �\vP�� �A � ���� ------ DRAWING SUBMITTALS
O
ui
�, FO �o O r- - - - — - - -
E ISTI G '� G L �,
k\,NEXISTING \\ / w R O ���' '9!! ,� _ ' 9! I cb ��� 0= I
° ,Q ��� !�� I ry���� 00 U
- - z � N \ ti 0 � 0- N � I Q CL O I
EXISTING _ i 0 .c Q / `�' O J' O p o_ Ua
- N� -� N O / XJN �' 1 Q r -iN O
R.R. 0 \ /% w uJ cn '9 Q� ' w ` (� �GO� 0C. I � CL v>
\\ ui � G� Lu �OQO I O n 1� 03/19/2026 FOR PERMIT
�! W N N
0 I Ton
z EXISTING R DGE BOARD \ PROPOSED 2 1.75"x 11.25"LVL RIDGE B AM T D
X 0 m PROPOSED ROOF DECK 2 2
`u ` N N
D A4
o\p )
u o w LLJM o
TAX ID NO.: 1000-097-02-001
uw � o_
4 N 00 X p O O
w f
� O oui AS Uo IL i i= � r CL
a - -0 co —
w w ry kx
7 all
A6 w o o a_ A6 rchitecture
��� - Q0- /
Lu (3)A 51
O (R.O.2' / "x 1'9') -- - Q40 PROP LOPE / / SLOPEPROPOSED G
0 - ATTIC-_ RMER -
--- --- E
w - - - 12:12 12:12 -- -
O
EXISTING `=' EXISTING PRQ OSE 2x8 R.R. PROPOSED 2x8 .R. ..........
R.R. w R.R. @ 16' C. @ 16"O.0
PROPOSED ROOF DECK 1 1
(BELOW) :wG`y ....... cti•`.
'• 'SNYCq • Y'N
• �:
Cl CA E(ATTIC] 12 CAS (A TIC) G
\ (R O. '0-5)8"x '0-5 8") 00 00 d (R.O. 2 0-5/ "x '0-5 ")
\ 1'3"AFF (TEMPERED) / cX N O \ @ 1'3" FF(TEMPERED) / ;`�y •.031B A
— — - -- ..
O O
o_ o_
I
Timothy Lambert, AIA
3012 Fortesque Ave
Oceanside, NY 11572
(516)425-8919
I
www.wellkraft.com
I
i
CAIAllO RESIDENCE
p CONSTRUCTION DOCUMENTS
_z
m
O
w ROOF PLAN
Q EXISTING RESIDENCE TO REMAIN 23'-0" (PROPOSED ADDITION) 15'-7" (PROPOSED COVERED PATIO)
F--
cn
~ I
O 1 2 4 A4 6 6 7 9 10
O
0
z 19 MARCH 2O26
� 1 ROOF PLAN
ZD
u A3 1 /4"= 1 '-0"
O
0
c�
_z
U- A3
J_
m
O
n SHEET 6 OF 9
0
N EXISTING RIDGE OF HOME
O
N - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
�- � -� +26.75'
0 / \
0 (y)
U - , w o.
/ \ 00 U 0
/ \
0 Z
f� / \ z p V
Z W w
co 0 p
/ - \ 0 Z
/ \ = Q — W
-j SKY PLANE SHOWIN 8"WIDE VINYL CLAPBOARD SKY PLANE SHOWING O ~
ZONING COMPLIANCE / SIDING (WHITE) 8-6 i \ ZONING COMPLIANCE
Z O
N - - - - - - -
/ AZEK WRAPPED POSTS i� L - = I I — �� i i \ x 0 w 0
Z WITH POWDER COATED STEEL �;' i - I I - - J I i i = F— I—
/ GUARDRAIL PANELS. (WHITE) �i I I I ° \ V) —� U
Oo I I
- - _ _ i _ _ _ _ _ _ b _ _ EXISTING SECOND FLOOR ^' �
- - -� - � +9.50' N O U
w - - p N
v) N Q
Q O
(, I I-- -
z a I I o LL O Z Q Z
ca
p
O I I o- U
o LL 4I Z o
_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - _ EXISTING FIRST FLOOR Q 0
EXISTING GE GRADE (y)
-1.67'
PROPERTY LINE I I I I I I I PROPERTY LINE
i PROPOSED COVERED PORC (BEYOND) I I PROPOSED 1-S ORY ADDITION
PROPOSED 2-STORY ADDITION
I I EXISTING HOME (BEYOND) TO REMAIN I I DRAWING SUBMITTALS
_ _ _ _ _ _ _ _ _ I _ I I I _ _ _ _ _ _ _ _ - _ PROPOSED CELLAR �L
r L `l -10.0'
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -L - - - - -j
2 SOUTH ELEVATION
�t 03/19/2026 FOR PERMIT
TAX ID NO.: 1000-097-02-001
_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ EXISTING RIDGE OF HOME
ALUMINUM STANDING SEAM +26.75'
ROOF (BLACK) TYPICAL ROOF CONSTRUCTION:
ARCHITECTURAL ASPHALT ROOF
SHINGLES OVER SELF-ADHESIVE
ARCHITECTURAL ASPHALT ICE&WATER SHIELD BY GRACE
ROOF SHINGLE (DARK GRAY) OVER 5/8"CDX PLYWOOD rchitecture
l i SHEATHING OVER ROOF
/ RAFTERS PER PLANS
/ AZEK TRIM BOARD AND BATTEN
i
SIDING AT GABLES TYPICAL WALL CONSTRUCTION:
ALUMINUNn
� VINYL SIDING OVER TYVEK HOME
STANDING SEANn i
6"GALVANIZED ALIUMINUM i ; ROOF (BLACK:) / i 6"GALVANIZED WRAP OVER 1/2"CDX PLYWOOD w�
''••"•••,fY
HALF ROUND iGUTTERS i ALUMINUM
i / 16"O CI WITH R-21 INSULATION O g '�A�.''•.
WITH 4"0 [LEADERS HALF ROUND GUTTERS w� RED.........
.
AZEK TRIM FRIEZE BOARD WITH 4"O LEADERS
PER RESCHECK& 1/2"GWB ON Q :'p^C��'lq•'•y'��,
FINISHED INTERIOR SIDE, UNLESS
4"AZEK TRIM AT OTHERWISE NOTED
4"0 [LEADERS WINDOWS AND DOORS
w = * •AZEK WRAPPED POSTS WITH POWDER
4"AZEK:TRIM AT
WINDOWS AND) DOORS • . •• *•`
COATED STEEL GUARDRAIL PANELS. (WHITE) z ' �q•• D3181A.•'
- - - x
LOUVERED WOOD SHUTTERS MM IL
FROM TIMBERLAPNE.COM I I I o ( I w
TO MATCH WINDOW SIZE
(ANTIQUE-GREEN)
Timothy Lambert, AIA
- EXISTING SECOND FLOOR
Ave
ALUMINUM STANDIE:G SEAM + +9.50' 3012 side, NY 157
6"GALVANIZED Oceanside, 89 11572
ROOF (BLACK) � ALUMINUM (516)425-8919
4"VINYL CORNER POSTS - - - - - 4"VINYL CORNER POSTS (WHITE) HALF ROUND GUTTERS
(WHITE) WITH 4"0 LEADERS
CASEMENT WINDOWS 8"WIDE VINYL CLAPBOARD
wvvw.wellkraft.com
WITH SDL GRILLES (BLACK) SIDING (WHITE)
8"WIDE VINYL CLAPPBOARD CASEMENT WINDOWS PROPOSED
LU
AZEK WRAPPED COLUMNS WITH RAMS
WITH SDL GRILLES (BLACK) SITTING PORCH
SIDING WHIT
1 CROWN BASE AND CAPITOL
4"DIA LEADER (GUTTER
BRICK VENEER CK SI D FRAMOSED PORC OD BOWNRICKVENOEER AND BRICK SILL PRIOPOSE PVCE 00 CKIN;FRAMED PORCH CAIAllO RESIDENCE
(WHITE WASHED) WITH PVC DECKING
Q - - - - - - - — (WHITE WASHED) — - -
- -
EXISTING FIRST FLOOR CONSTRUCTION DOCUMENTS
z +o.o'
EXISTING AVERAGE GRADE
OIII I I FOUR PORCH I OLUMNI I FOUR PORCH COLUMNS I TOUR POI CH COLUMNS I III I i--I- 4"DIA LEADER (GUTTER -1 67' EXTERIOR
w I I I I $ F I I I I DOWNSPOUT) PIPED TO
c~ - - - - - - - - - - - - - - - � - � - - - - - - - -� - - L- -I- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - DRYWELL ELEVATIONS
- T - - - - - - - - - - - - -- - - ! - - - - - - - - - - - - - - - - - - - - - �
o I PROPOSED COVERED PORCH WITH INSET ROOF DECK ABOVE
z I I
O I I I
I I
EXISTING HOME TO REMAIN PROPOSED 2-STORY ADDITION PROPOSED COVERED PORCH AND ROOF DECK ABOVE
w II �
PROPOSED CELLAR 19 MARCH 2O26
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - r� - - - - - - - - - -10.0'
L- - - - - - - - - - - - - - - - - - - --- - - - - - - - - - - - - --
z
1 WEST ELEVATION
A4 1 /4A4
co "= 1 '-0"
0
SHEET 7 OF 9
0
CV
0 EXISTING RIDGE OF HOME
+26.75'
i
i
CL i r LO
O M
w 011
OO U o
m � V) z
W w
- IF0 Q � 0
� 4"ROUND DOWNSPOUT LOUVERED WOOD SHUTTERS FROM TIMBERLANE.COM O z
Lu TO MATCH WINDOW SIZE (ANTIQUE GREEN) M F— W
I r, fl� V) 0
O w O
0 NEW ASTANDING SEAM ROOF (BLA �
CK) x _
ZO 12 — w U
Q
— — _ _ _ _ EXISTING SECOND FLOOR n 1 O
+9.50' c"I
W p N V•
� w0 0
U 6"GALVANIZED ALUMINUM
HALF ROUND GUTTERS
0 WITH 4"0 LEADERS O w ril
CL
z z Z
�_ 4"ROUND DOWNSPOUT O < Q
ry 0
O 8"SQUARE AZEK WRAPPED v
6x6 ACQ POSTS
L= +0.0"y
EXISTING FIRST FLOOR Q p
110
EXISTING AVERAGE GRADE M
LINE OF PAVED WALK TO I -1.67'
EXISTING STEP I I I
PAINTED WOOD DOOR AND Fj Ll
SIDELIGHTS (SAME COLOR AS
THE SHUTTERS) -ANTIQUE GREEN- - - - - - - - - - - - - � - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � �
I PROPOSED REBUILT PORTICO I PROPOSED COVERED PORCH WITH
(NO CHAT GE IN FOOTPRINT) INSET ROOF DECK ABOVE (BEYOND)
I I
EXISTING HOME TO REMAIN
DRAWING SUBMITTALS
� I
_ _ _ _ _ — _ _ PROPOSED CELLAR BEYOND
rJ -10.0'
I— — — — — — — — — — —I— — — — — — — — — — — — — — — — — — — — — — — — — — --j
2 NORTH ELEVATION
1 03/19/2026 FOR PERMIT
TAX I D N O.: 1000-09 7-02-001
_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ EXISTING RIDGE OF HOME
+26.75'
rchitecture
/ 12
� '
� 12 / 12 12\
i �12 �12El
Lu
'
i O �gRED pA
LLL
ED
/.
.I.9
I 1200
m
I I I ---- Timothy Lambert, AIA
— _ _ — _ _ _ L I _ _ _ EXISTING SECOND FLOOR 3012 Fortesque Ave
— — — Oceanside, NY 11572
(516)425-8919
1V� www.wellkraft.com
/ \ / PROPOSED
\ ( I SITTING PORCH
_LL
CAIAllO RESIDENCE
EXISTING FIRST FLOOR CONSTRUCTION DOCUMENTS
Z
+0.0'
mzz
_ _ _ _ L _ - _ _ _ _ ___ AVERAGE GRADE
p - - - I I I i I f J I I I - i- EXTERIOR
I I I I I s I I I ELEVATIONS
Q I I I I
_ _ ! , -- - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - �
°
O I S �
o
PROPOSED COVERED PORCH AND ROOF DECK ABOVE PROPOSED 2-STORY ADDITION I f I EXISTING HOME TO REMAIN
w I - - - - - - - - - - - - - - - - - - - - - - - - -JI - - — I- — — — — — — — — — — — — — — — — — — — _ _ _ _ — PROPOSED CELLAR 19 MARCH 2O26
UO ! — — — - - - - - - - - - - - - - - - - - - - - - - - - - - - - -I- - - - - - - - -�
Z 1 EAST ELEVATION
m
A5 1 /4"= 1 '-0" A5
0 SHEET 6 OF 9
0
NON-CONDITIONED
C'4 SPACE AIR BARRIER SEALING REQUIREMENTS
CS20-32 (OUTSIDE THE PER 2020 ECCCNYS TABLE R402.4.1.1 _ _ - _ _ _ _ - _ _ - _ _ _ _ _ EXISTING RIDGE OF HOME
= THERMAL ENVELOPE) SIMPSON +26.75'
------------------ TYPICAL ROOF CONSTRUCTION: CS20-32
ARCHITECTURAL ASPHALT ROOF
>- SHINGLES OVER SELF-ADHESIVE
O EXTERIOR ICE &WATER SHIELD BY GRACE L0
U i OVER 5/8"CDX PLYWOOD w �
I SHEATHING OVER ROOFi pG --��� r—
RAFTERS PER PLANS Cob x -•
12 _17 .—
TYPICAL WALL CONSTRUCTION: ��� 7 VIF ROOF SLOPE TO MATCH Z W
VINYL SIDING OVER TYVEK IHOME ���� PROPOSED SIMPSON EXISTING,THEREFORE MEASURE, O O U
O
WRAP OVER 1/2"CDX PLYWOOD OQOS ATTIC SPACE H2.5 RECORD AND VERIFY IN FIELD
ACRYLIC SEALANT (CAULKIING) SHEATHING OVER 2"x4"STUIDS @ Q� (FOR STORAGE ONLY) �—
16"O.C.WITH R-21 INSULATION PROPOSED (3) 2x6 HDR AT NEW w
BETWEEN THE TOP PLATES / HEAD HEIGHT, 6'8 AFF, FOR Q >
PER RESCHECK & 1/2"GW&ON O
Z LOW EXPANSION SPRAY FOAM PROPOSED I I ZD TJI 560 SERIES 16 O.C. ENTIRE 2ND FLOOR = ' ' t
FINISHED INTERIOR SIDE, UNLESS _ ,.,_ Q t...j W
m SEALANT (GREAT STUFF OR EQUAL) OTHERWISE NOTED — L O 0 Z
CONDITIONED BETWEEN WINDOW AND DOOR COMPOSITE _ 8"WF i
HABITABLE SPACE ) R-38 INSULATION IN O ROOF SOFFITS AND OVERHANGS Q Q
w (WITHIN THE THERMAL JAMB AND FRAMING DECKING, PER U
CEILING TYP., PER = w TO MATCH/ALIGN WITH w W
Lu OWNER,TYP. U = _
ENVELOPE) 6'-0" RESCHECK L— O EXISTING,THEREFORE MEASURE, Q
WINDOW OR EXTERIOR DOOR COPING Q Z RECORD AND VERIFY IN FIELD z ^/
N Simpson Strong-Tie ( �
PROPOSED 0 J LL ry \J
F- I WALL BOARD WITH ALL SEAMS LUS 210 - w w O
O RIDGE STRAPIPING () ' " "ZI %11 � BEDROOM#4 I— U x
TAPED AND SPACKLED R-21 INSULATION IN O O II W ry _
Z I SIMPSON SIDING BOTH w i� z L��( PROPOSED ='"
ACRYLIC SEALANT CAULKIING WALLS TYP., PER LO
( ) �2•5 In SIDES) b-"ROC�F{JECK RESCHECK ul x 12 ___I
BETWEEN BOTTOM PLATE 12 w 00 1 < 0 F—
_- �a i AND PLYWOOD SUBFLOOR _ _ - _ 4� �6 _ EXISTING SECOND FLOOR N ZD
R PROPOSED 11.25"TJI 560 SERIES @16"D.C. +9.50'
Z
PLYWOOD SUBFLOOR GLUED DOWN ,-��8g• '
w H .5A i TO FLOOR JOISTS AT ALL SEAMS 2x10 @12"O.C. o 0
8"VIF Llj
O THERMAL ENVELOPE CREATED BY SIMPSON _
U H2A I INSULATION PER ATTACHED LUS 210 0 0/
0 0 o i RESCHECK ENERGY CALCULATIONS i I I SIMPSON = = 0 w 0
p °g I I DTT1 Z O �/
O TYVEK HOME WRAP (LAP SEAMS) i z PROPOSED �-
0 ° ° NON-CONDITIONED I I I PROPOSED °o Z
° SPACE I I I I +1 DINING PORCH �' EXISTING U CELLAR O Q Q
-� ° ° ° EXTERIOR SIIMPsoy__ I I I R-21 INSULATION IN _
(OUTSIDE THE THERMAL I I I I 1+ WALLS TYP., PER KITCHEN ;0
co °° ENVELOPE �' Qi A,BAbb i i RESCHECK (REMODELED) OO N SIMPSON
AIR SEALING DETAIL 01 C ,
V
I COMPOSITE Lx SSTB16 v O
TYPICAL SEALING OF AIR BARRIER 1-1/2" - 1'-0" 3 _ _ _ - I I DECKING OWNER,YP EXISTING FIRST FLOOR eL
�o
o PROPOSED 11.25 TJI 560 SERIES 016"O.C. +0.0' �
EXISTING AVERAGE GRADf-
° I I -1.67'
� o
L_ 0 — — L- - - - �
Simpson Strong-Tie p
wZ
PROPOSED w
HURRICANE STRAP TIE CONNECTORS 7 CELLAR
oaf
Lu
� Q
J
CS20-32 n LTA 18 J
DRAWING SUBMITTALS
H8
_ _ _ _ _ _ _ PROPOSED CELLAR aL
-10.0'
.o - — — — — — — — — — — — — — — — — — — — — — — —
I ° 2 SECTION
LUS210-2
20 1 03/19/2026 FOR PERMIT
® l
i� �\ CLEAR
SPACE® BETWEE
_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ EXISTING RIDGE OF HOME
- - - - - - - - - - - - - TAX ID NO.: 1000-097-02-001
LUS210 y' ROOF SLOPE TO MATCH EXISTING +26.75'
LU210 THEREFORE MEASURE, RECORD AND
® (LUS26,LUS28, D/3 // \�
VERIFY IN FIELD
® ETC)
HOLES AND NOTCHES
PS418 MUST NOT EXCEED 1/3 THE \ / // \ 12 12
JOIST DEPTH AND STAYT AWAY FROM NOTTCHES / \ / \
JOIST EDGES / \ 12 V.I.F. // \ ,
MUST STAY PROPOSED EXISTING PROPOSED • •'
THE FIRST 1/3 LENGTH
Simpson Strong-Tie OF THE JOIST(D=DEPTH OF.JOIST) // ATTIC SPACE \\ ATTIC SPACE // ATTIC SPACE \\ rchitecture
/ (FOR STORAGE \ (FOR STORAGE / (FOR STORAGE \ .
STRAP AND HANGER CONNECTORS 6 NEW (3) 2x6 HDR @ / ONLY) \ ONLY) / ONLY) \ ,
6'8 AFF AT EXISTING
2ND FLOOR R.O.s // \\ // \
10
j i S i S S S S S ILL
p ••,,.......,..
18- R-38 BATT INSULATION, g _ Ca��:'"'° ' C'Si '•
JHY
= Lu PER RESCHECK \ 3 = Q���\�O
ABA44 ABU44 _ \ O ' v•
EXISTING EXISTING PROPOSED PROPOSED L- (D PROPOSED \ 0 0 a:
OR OR = BEDROOM#1 BEDROOM#2 BEDROOM#3 BEDROOM#4 Z PRIMARY BATH PROPOSED Z COMPOSITE DECK, F
oD 0 p w BUILT-IN` oo p PER OWNER Q
3"MINIMUM k _ - o
ABA66 ABU66 ° ® SIDECOVER WINDOW SEA \ Lu
LU sIMPSON �9 , �1g1b ,•f- * `
Z Z \ O� = PROPOSED 0 � ,°•, OFNip .°•
� \ LUS 12 0 �.,,,
SIMPSON DECK =
w \ CL DTT1Z I 4
_ EXISTING SECOND FLOOR
t } } PROPOSED 11.25"TJI 560 SERIES @16"O.C. } } ` PROPOSED 2xl2 D.J.@16"O.C. +9.50'
Timothy Lambert, AIA
I _
PROPOSED(3)2xl0 DROPPED BEAM (BEYOND) 3012 Fortesque Ave
w SIMPSON _ I _ SIMPSON
Oceanside, NY 11572
a. A a I PC6 H2.5 (516)425-8919
LL' I I 6x6 ACID WOOD POSTS
Lu = R-21 BATT INSULATION,
(� I I WITH 8"SQUARE AZEK
PER RESCHECK SURROUND,WHITE,TYP.
EXISTING EXISTING U EXISTING Z PROPOSED PROPOSED
STUDY I O -L wWW.wellkraft.com
DINING ROOM Z KITCI�f w FAMILY ROOM COVERED PORCH
3'-6" (REMODELED) N (REMODELED) U SIMPSON
Simpson Strong-Tie — — — — x � I I ABA66
f w 1 R-38 BATT INSULATION,
00
ADJ. POST-TO-CONCRETE CONNECTORS 5 PER RESCHECK COMPOSITE DECKING,
f 00% I PER OWNER,TYP. EXISTING FIRST FLOOR A CAIAllO RESIDENCE
PROPOSED 11.25"TJ1560 SERIES @ 16"O.C. }t } S +0.0'
CS20-32 HDU4-SDS2.;5 EXISTING EXISTING LI CONSTRUCTION DOCUMENTS
z & CRAWL SPACE CRAWL SPACE z = IIT EXISTING AVERAGE GRAD
Cn cNw SECTIONS AND
COUPLER W LIJ_r EXISTING - I O
CELLAR
, o p wZ _ I I_LSTHD8RJ NUT o I
DETAILS
_ _ _ _ _ _ _ _ �
Z
Q ° o
;o U I w PROPOSED
v) ° U CELLAR
h— o
O
Z
O A35F �- w_ U
SSTB'116 PROPOSED CELLAR ..L
Za d. a a - - - - - - - - - - - - - - - - - - - - - - - - - J - - - - - - - -10.0,
w 19 MARCH 2O26
1
il
0 ' a O
A
V e
SECTION
Simpson Strong-Tie A6 1 /4"= 11-0„
A6
o FRAME TO FOUNDATION CONNECTORS
SHEET 9 OF 9