HomeMy WebLinkAbout49267-Z �o�g�ff0( o TOWN OF SOUTHOLD
Ica BUILDING DEPARTMENT
y TOWN CLERK'S OFFICE
0
oy • 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#: 49267 Date: 5/17/2023
Permission is hereby granted to:
Mutsakis, Michael
235 84th St
Brooklyn, NY 11209
To: construct accessory garage as applied for per SCHD approval & Trustees
Non-Jurisdiction letter.
At premises located at:
20985 Soundview Ave, Southold N drr lau-1 C_-F
SCTM #473889 77.-7 -l�i�,
Sec/Block/Lot# 51.4-16.1
Pursuant to application dated 11/2/2022 and approved by the Building Inspector.
To expire on 11/15/2024. ^''
Fees:
ACCESSORY $464.80
CO-ACCESSORY BUILDING $50.00
Total: $514.80
Buil g Inspector
OP SO�TyO
TOWN OF SO'UTHOLD BUILDING-DEPT..
cou 631-765-1802
[Ns"PECTION
[ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] INSULATION/CAULKING
] FRAMING/STRAPPING [ ] FINAL
[ . ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] 'FIRE RESISTANT-CONSTRUCTION [ .] .FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
] CODE VIOLATION [ ] PRE C/O - [ ] RENTAL
REMARKS: .
DATE ANSPECTOR
FIELD INSPECTION REPORT DATE COMMENTS
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F01;JNDATION (IST)
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FOUNDATION (2ND)
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PLUMBING
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INSULATION PER N.Y.
STATE ENERGY CODE cl
FINAL
ADDITIONAL COMMENTS
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SoFOIK�oGy� TOWN OF SOUTHOLD—BUILDING DEPARTMENT
H Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959
Telephone(631)765-1802 Fax(631)765-9502 hrips://www.southol-dtowm.gov
Date Received
APPLICATION FOR BUILDING PERMIT
_
or Office Use Only �I % i;;
PERMIT NO. Building Inspector: L II OCr_.3 1,1ogg
Applications and forms must be filled out in their entirety Incomplete ILD '• _
applications will not be accepted. Where the Applicant is not the owner,an
Owner's Authorization'form(Page 2)shall be completed
Date: Q�j 7i
OWNER(S)OF PROP RTY:
Name: V . A). C04 SCTM#1000-
Project Address: 2- 8 5 5 v 0 N70 V I C--LJ Vr- . UCH C�
Phone#: d Email: Ca _ a ssa k • YLO u-i
Mailing Address: fi v
CONTACT PERSON,:/ n
Name:-- ZC1 �.
Mailing Address: �7� v C 3 7
Phone.-#: �I 8J Email: nSarc h 1 �G. GG r �I�.
DESIGN PROFESSIONAL INFORMATION:
Name:
Mailing Address:
Phone M Email:
CONTRACTOR INFORMATION:-
Name:
Mailing Address:
Phone#: Email:
DESCRIPTION OF PROPOSED CONSTRUCTION
#New Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project:
0ther $
Will the lot be re-graded? ❑Yes No Will excess fill be removed from premises? Yes ❑No
1
PROPERTY INFORMATION
Existing use of property: I /Hi Intended use of property:
Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to
O this property? ❑YesXNo IF YES, PROVIDE A COPY.
.!Check Box After heading; The �,er/�nt:act�:/dasEg:.p�fass:on-:Is�spc�s:bla far all drainage and sto....weto.issue.,as p:avlded by
Chapter 236 of the Town Code. APPLICATION 15 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
punishaNe as a Class A misdemeanor pursuant to Section 210,45 of the New York State Penal Law.
Application Submitted By(prigt game):_1--- � Authorized Agent []Owner- _ / . 1 ►
Signature of Applicant: r Date: ;
CONNIE D.BUNCH
STATE OF NEW YORK) Notary Public,State of New York
S, No.01BU6185050
COUNTY OF (/ Qualified in Suffolk County
Commission Expires April 14,2Q3
• (/ bein�d'u'ly SYJGri,,deposes aid Says that(s)he i5 the applicant
(Name of individual signing contract)above named,
(S)he is the
(Co tractor, ent, Corporate O""(cer,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
Ls— day of 20 a� uV� 1 t V"`� �►1
Notary Public
PROPERTY OWNER AUTHORIZATION
(Where the applicant is not the owner)
VM 1 MD�tSs'CE.�G/1 S residing at
do hereby authorize gv+-- SC-kW&V- to apply on
my behalf to the Town of Southold Building Department for approval as described herein.
Owner' igna re Date
✓G��/H �apdssa,�u`s
Print Own e
I 2 I
±1 y2
Glenn Goldsmith,President �Qf so�r� Town Hall Annex
A.Nicholas Krupski,Vice President ��� ��� 54375 Route 25
P.O. Box 1179
Eric Sepenoski J l Southold,New York 11971
Liz Gillooly G Q Telephone(631) 765-1892
Elizabeth Peeples �O Fax(631) 765-6641
oly�,oUM`1,��
BOARD OF TOWN TRUSTEES L I� I� �� %
TOWN OF SOUTHOLD ® L
MAY 1 ..I '90111
LD-
May 8, 2023 TOWNOFS(1�1�► ar
Michael A. Kimack
P.O. Box 1047
Southold, NY 11971
RE: EVELYN CAPASSAKIS
20985 SOUNDVIEW AVENUE, SOUTHOLD
SCTM#: 1000-51-4-16.1
Dear. Mr. Kimack:
The Southold Town Board of Trustees reviewed your letter received in this office on
April 24, 2023, and the survey prepared by Peter A. Groben, Land Surveyor, last dated
April 8, 2023, and determined that the proposed construction of garage with a second
story for storage is out of the Wetland jurisdiction under Chapter 275 of the Town
Wetland Code and Chapter 111 of the Town Code.
Therefore, in accordance with the current Wetlands Code (Chapter 275) and the
Coastal Erosion Hazard Area (Chapter 111) no permit is required.
Any disturbance on the bluff should be re-vegetated.
Please be advised, however, that no clearing, no removal of vegetation, no cut or
."fill of land or removal of sod, no construction, sedimentation, or disturbance of
any kind may take place within 100' landward from the top of the bluff, or seaward
of the tidal and/or freshwater wetlands jurisdictional boundary or seaward of the
coastal erosion hazard area as indicated above, without further application to,
and written authorization from, the Southold Town Board of Trustees pursuant to
Chapter 275 and/or Chapter 111 of the Town Code.
It is your responsibility to ensure that all necessary precautions are taken to prevent any
sedimentation or other alteration or disturbance to the ground surface or vegetatiorf
within Tidal Wetlands jurisdiction and Coastal Erosion Hazard Area, which may result
P r
e 2
from your project. Such precautions may include maintaining adequate work area
between the tidal wetland jurisdictional boundary and the coastal erosion hazard area
and your project or erecting a temporary fence, barrier, or hay bale berm.
This determination is not a determination from any other agency.
If you have any further questions, please do not hesitate to call.
Sincerely,
Glenn Goldsmith, President
Board of Trustees
GG:dd
Southold Town Building Department
P.O.Box 1179 Permit#: 49267
53095 Main Rd
Southold,New York 11971 Permit Date: 5/17/2023
(631)765-1802 Expiration Date: 11/15/2024
Parcel ID: 51.4-16.1.
BUILDING PERMIT RENEWAL LETTER
Dated: 6/9/2025
Applicant: Mutsakis,Michael
Location: 20985 Soundview Ave, Southold
Work Description: ACCESSORY GARAGE
construct accessory garage as applied for per SC1 D approval&Trustees Non-Jurisdiction letter.
A FEE OF $514.80 IS REQUIRED TO RENEW THIS BUILDING PERMIT.
Owner: Mutsakis,Michael
Address: 235 84th St
Brooklyn,NY 11209
The permit listed above has expired.No work is permitted or authorized beyond the expiration date. Please
submit the above fee made payable to the Town of Southold. Mail to the Town of Southold Building
Department,P.O. Box 1179, Southold,New York 11971
V n A
THANK YOU,
SOUTHOLD TOWN BUILDING DEPT.
MAP OF DESCRIBED PROPERTY
LOCATED AT SOUTHOLD,
TOWN OF SOUTHOLD,
CO. OF SUFFOLK, ST. OF N.Y. WATERTIGHT 4.75X8.5X
INSECT PROOF 4 DEEP LONG ISLAND
SCT /M NO. '1000 - 51 - 04- 16.1 8"MIN --� CASTIRON PRECA S T LEA CHING
28.iFF CONIC.SLAB COVER GALLEY TYPICAL -�
CRAWL SPACE 24.0 24.0 f 24.0
OWNER: EVEYLNN CAPASSAKIS -- - - �..-
MIN 2% ,ti,�,�„ MIN!% 22.0 22.0
21.21 LE
NO SURFACE WATER/WETLANDS [�O / 23.0.E. 1,50o GAL 2o.71r.E :: .• 20.34 I.E. :; . 20.341.E SCALE: 1"=20'
WITHIN 300' OF PROPERTY �i_ / MiN.I"APPROVED PRECASTS
'``
LOT AREA = 29,732 S.F. SO PIPE TYPICAL
, O 89.4 LF l5.71
ACRES- 0.68 " ' ]NfN►M17M 3' '=EL 17.6 EL 17.6
MIN 3'CLEAN SAND
I .`ENG'OUNTEr?ED _ AND GRAVEL
`Td HEbW'
G -
t+1 .:_
_ ��' '•••`• ���'��'`�' ••' :�• I �� MIN 3'CLEAN SAND AND GRAVEL"
O AS PART OF THE INSTALLATION OF LEACHING GALLEYS, • I .�`. . ..' I ABOVE GROUNDWATER
a4j SSOo CONTRACTOR IS RESPONSIBLE TO EXCAVATE 8'INTO �' g�o^�+' tL `•_.'
DEPT.rNG SAND AND GRAVEL AND BACKFILL WITH ACCEPTABLE
ACCEPTABLE �!" '1"' "'� *'"ti " ; WICK CLEAN BACK SAND F
ILLED
o�j3 F CLEAN SAND AND GRAVEL TO INLET PIPE ELEVATION. � i WITH CLEAN SAND AND GRAVEL
CONTRACTOR WILL EXCAVATE
A MIMIMUM 8'INTO VIRGIN
BGUf.DE6 ��.".TEt LINE(S) t ll� T BE 1[ SPECTEM 1';YTI1,: ESTHOLE STRATA OF SAND AND GRAVEL
- SUI`FOL[ COUNTY 17Ea'7. ®€' 1{EAI.TF1 ;df i 1rICC'a. EL=22.2
Dark brown loam OL
of So J i'' CfLL.•652.7gf7 7. 4P. NOUnS Ira t.ovA"icr., I -- 1
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7.6'
OW WALK �''�___ _ ro-: r'.'""f" 1''« r _
p '' fNRU FL •/ /i - - _-I F �'P r=N�.i$1 "7"." "i„ .i. Water in brown clayey sand SC
i iLKHEAD k /�i i i i �i` - _ - - _ -- 12'
DOD
-
` DECK
GAgg10N NO. ! i �� SET PLAST. (EL =5.7 NAVD 88) =16.5 FEET BELOW SURFACE OF GROUND
O 25 CAP IN I"LP. HEGW PER AVERAGE OF 3 LOCAL USGS MONITORING WELLS.
_ ,,--• j -TOP OF BLUFF-� °s
Water In gray and brown clay CH
WOOD� JIG ,•
L0401NO SIINO RSC0�5
0µc i / A�PREA v��30)
o °PE ♦ ~� ( ` \ Abando,, ncr ;-.W. ary system must
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t of e..istir; nit_�,� u stcm m��.;t be in
Fp.N o,�1yr. _ CE SERM-TO B comfonp-,nce with∥ncnt requiremcnt Su!)mit
Mo :., \ ss a woo Y FAME Nam` ( \ ` cn�n �e:c fr 1'l� jl�'�-U �! vs proof.
09
\ ` NO Z09 �, 38'
Water in brown fine to medium sand SP
PRIVATE
�J ICK \ N 47' WATER WELL
gR EL=-24.8
U) Comments: Water Encountered 7.6'Below Surface.
m -o � DATE OF TEST HOLE:24 AUG, 2020
�� BY:McDONALD GEOSCIENCE
\ \
( -� 10.0 ........... GR \ \ �.4 0
PRIVATE ?,. I .........MIN............
\ ,Lay \ \ 303 tm. JJ s
WATER WELL Z ` ,'
I TYPICAL o ` .,� r� O ` ` V1 r. I+�r- -.
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m '':'':' �► \ P.O. BOX 704 RIDGE NY 11961
o OP• ORY o � \
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NOTES: r`.7o . 1NI ORP�
AC:ASPHALT O`\' \ WAt ...�� w S 23.5
AP:ANGLE POINT -�
BK:BRICK v n t.. f r m '� q \ ` \ I T `S: CT I A r���`r
BLD:BUILDING
CF. CURB FACE �' oz. ° •o� \ ty Dr(�t. of health Sel arc.5
EP:EDGEOF PAVING • -
Q: P 4: I
ETW EDGE OF TRAVELLED WAY ' � p
EX=EXISTING N
LT. LOW TIDE @ TIME OF SURVEY `r� ` 0
M.O. MARK OUT `.. \ '.f` 00I.EQEDEgfAI'
NG:NATURAL GROUND \ '��$9''.• R G� � .A \/ �� �Co 0'
PCC:CONCRETE
(=PROPOSED) \ c- \':. `' hi
PWA:PUBLIC WATERAVAILABLE �� . ~f': ':,''"
SG:SEA GRASS ...' :' ": �y�o�GPy y •\ \\ \ ��
SRF:SPLIT RAIL FENCE
SSMH.SEWER MANHOLE \ `.:: ap e y�p`, •'.. \ \
:� .
TBH: TOP OF BULCKHEAD �`�Quo
TBM. TO BE MOVED 'APO N / 19g•8
TBR: TO BE REMOVED ,e'' � o Mrv.-' \
TC: TOP OF CURB
TE.' TRASH ENCL.
TG: TOP OF GRATE s' , I \ 0 Mr
TH: TEST HOLE \ N TREE A
� FD.BOLT 1 ��.:;..-;�. .� \/ �:.: 0 MIN. _---• � � ' -'S.R: C''q �N�
TW.' TOP OF WALL N RDOT SET pLAST.
WIFENCE:WROUGHT IRON \"� CAP ON 5/8 R.B. ;: 1 S.R.-- S 83 0'00-W 115�5 9R`pG \ ip
22
15
NYT
SOUN6VIEW
(PROP
WATERLINE W.M.
NYT!B yERHEAD LINES _ _ S.R.FENCE \ - G S p I BLIC WATER MAIN M.O.
xI
NOTE:ELEVATIONS HEREON ARE BASED \ \ \�\ \ o <'s ?s PUBLIC GAS MAIN M.O.,
s� �'
UPON NAVD 88 VERTICAL DATUM \ \ NyT 13
SIY-FOLK C0tPJTY DF:P r�Tt.!;'r�T 07 N.T_-/ i SFDM� ICES G
Pa; 5.�I( F() /+l�?5�}��I'I_ (��ynle��tti;�CTIO*�I C �}y ? THE OFFSETS OR DIMENSIONS SHOWN HERON FROM THE PROPERTY LINES TO
THE STRUCTURES ARE FOR A SPECIFIC PURPOSE 6 USE.TPEREFORE,THEYARE
IfIGLC FF+t1!I_YF>%t IC I'$C F+�'•3 NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TIC GUIDE THE ERECTION \ "k
/ �� OF FENCES,ADDITIONAL STRUCTURES OR ANY OTHER IMPRJVEMENT. < N ® -CONC.MONUMENT \ m li�j-
"(", UNAUTHORIZED ALTERATIONS OR ADDITIONS TO THIS SURVEY 1S A VIOLATION OF 'm 0 \ m �-A '
-%\ oA 0=SET PLAST..CAP.IN 7a
SECTION 7209 SUBDIVISON 20 OF THE NEW YORK STATE EDEVATION LAW. COPIES -'
I)11TE y� �� ?I).,?l�I.:�. `►i' ;D. � �I���T� OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR A-A�33 I.P.OR R.B.AS NOTED
_-A.
/� EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BEA VALID'RUE COPY. m
�16 rnOVrD m„� ' SURVEYED:15 SEPT 2020 \ m
k CERTIFICATIONS INDICATED HEREON SHALL RUN ONLY TO TI•I_PERSON FOR,WHOM `. 7J w UPDATE.28 MAR 2021 PROP.SEPTIC. \ n
Tov,_I`�'°.,.?:1�-,"t,p�.TDt'OOI`�S � •� t THE SURVEY IS PREPARED, AND ON THEIR BEHALF TO THE TITLE COMPANY GOV- r N N REVISE:12 APRIL 2021 PROP.BLD DIM. 'm
ERNMENT AGENCY AND LENDING INSTITUTION LISTED HEREON. CERTIFICATIONS -O o REVISE: 19 APRIL 2021 LOT AREA,D/ST
ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. �.' In TO SEPTIC 2021 L
_ __ NO RESPONSIBILITY 1S ASSUMED BY THE UNDERSIGNED FOR ANY SURFACE, SUB- 1� Z
Y_- SURFACE, AERIAL EASEMENTS,SUB-SURFACE UTILITIES A1dD/ OR STRUCTURES m REVISE:06 JULY 2021;STORAGE LABEL
IN OR OUT OF EASEMENTS IF SO PROVIDED. REVISE:16 FEB 2022;HEGW, SS CO'S
SCDOHS STAMP . : Z SCTM 1000- 51 - 04- 16.1
Foundation Notes:
HELICASCREW PILE SPECIFICATION Structural Concrete Notes:
L SC The contractor Is to verify all measurements In the field and any discrepancies are to be
*Rebar brought to the attention of the Engineer prior to construction.
1. HELICAL PILES SHALL BE MANUFACTURED BY THE A.B.CHANCE CO.,CENTRALIA,MO. -ASTM A-615 Grade 60 deformed
1. All concrete 3,500 psi after 28 days minimum.
2. PIERS SHALL BE INSTALLED BY AN AUTHORIZED A.B.CHANCE INSTALLING CONTRACTOR WHO *Concrete
HAS SATISFIED THE CERTIFICATION REQUIREMENTS RELATING TO THE TECHNICAL ASPECTS OF THE
PRODUCT AND THE ASCRIBED INSTALLATION TECHNIQUES. PROOF OF CURRENT CERTIFICATION BY THE -Portland Cement:ASTM C150 Type I 2. All rebar ASTM A-615 Grade 60.
A.B.CHANCE CO.MUST BE PROVIDED. -Normal weight aggregate:ASTM C 33,uniformly graded:
3. ALL WORK AS DESCRIBED HEREIN SHALL BE PERFORMED IN ACCORDANCE WITH ALL APPLICABLE
Severe weathering region,but not less than 3/8" 3. Footings are to be installed on undisturbed virgin soil. The bottoms of all footings are to
SAFETY CODES IN EFFECT AT THE TIME OF INSTALLATION. Normal max.aggregate size-1/2" be installed a minimum of 3'below grade unless indicated otherwise.
-Water:Potable and complying with ASTM C 94
4. INSTALLATION TORQUE SHALL BE MONITORED THROUGHOUT THE INSTALLATION PROCESS. 4. Rebar installed along the top of the foundation walls without windows are to be installed
5. THE CONTRACTOR IS TO VERIFY ALL MEASUREMENTS IN THE FIELD AND ANY DISCREPANCIES ARE TO BE *Admixtures 10"below the top of the foundation wall.Rebar installed along the top of foundation
BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO CONSTRUCTION. -Air Entrainment:in accordance with ACI 301-17 Table 4.2.2.4-7%for Severe exposure. walls With windows are to be installed 3"below the bottom of the window opening.
6. ALL PILES ARE TO HAVE A MINIMUM BEARING CAPACITY OF 15 TONS UNLESS OTHERWISE NOTED ON THE -Corrosion-Inhibiting Admixture:Commercially formulated,anodic inhibitor or mixed
PLANS.THE PILE CONTRACTOR IS TO PROVIDE THE ENGINEER WITH A COPY OF THE PILE INSTALLATION cathodic and anodic inhibitor capable of forming a protective barrier and minimizing 5. All snap off form ties are to be removed and remaining openings are to be
LOG INDICATING PILE LENGTH AND BEARING CAPACITY. chloride reactions With steel reinforcement in concrete. sealed/grouted.
7. PILES ARE TO BE DRIVEN TO WITHIN 3 INCHES OF THE LOCATIONS INDICATED ON THIS DRAWING. *Concrete Mixes 6. The foundation contractor shall coordinate with the plumbing and electrical contractors
-Compressive strength(28 days)3,500 psi relative to installation of sleeves and other penetrations prior to pouring concrete.
-Maximum slump 4 inches
-Maximum water-cementitious ratio=0.40 for corrosive protection of steel 7. The Engineer is to be contacted if unacceptable or questionable soil is encountered
Pile Notes: -Air entrainment-7%f 1 or 1.5%at point of placement during excavation.Unacceptable soil is soil containing clay and/or organic material.
*Joints 8. Install isolation joints along foundation walls and at column and other floor penetrations.
1 -The contractor is to verify all measurements in the field and any discrepancies are to be brought to the attention of the Engineer prior to construction. -See Architectural drawings for location of construction/crack control joints in interior slabs.-Construction and crack control joints in the walls are to be recessed into the concrete 9. Installed contraction joints in the cellar floor slab every 18,minimum. Design Loads:
2-10 inch diameter CCA treated piles.Notch piles to create shelf for girders.Piles are surfaces by applying rustication strips on the formed surfaces.Water stops, keyways and
o joint sealers are to be used.All joints are to be filled with sealants in accordance With 10. Foundation excavation is not to be back filled prior to the installation of the floor framing.
not to be notched more than 50/a of cross section.Double bolt each pile with 3/4 inch ACI-504R. -Roof-Live Load-30 psf Based on ASCE-7 and
hot dipped galvanized ASTM 307 bolts,nuts and washers. -Bonding agent is to be used at locations where concrete is placed against hardened or 11. Backfill along foundation walls is to be clean material and is to be mechanically D =25 psf per Figure R301.2(5)
3-All piles are to have a minimum bearing capacity of 20 tons unless otherwise noted
partially hardened concrete surfaces. compacted in 6"lifts to 95%of maximum dry density. -Dead Load-15 psf
on the plans.The pile contractor is to provide the Engineer with a copy of the pile -2nd Floor -Live Load-40 psf
*Placement Slab Site Preparation
installation log indicating pile length and bearing capacity. -Dead Load-15 psf
-Concrete shall be handled,placed,and constructed in accordance with ACI-301-21.
4-Pile depth must be a minimum of 10 feet below mean sea level. -Consolidate concrete with mechanical vibrating equipment in accordance with ACI-309R. *The area where the slab is to be installed is to be excavated to the necessary elevation to -1st Floor -Live Load-40 psf
meet the final top of the slab elevation shown on the Architectural drawings. -Dead Load-15 psf
*Finishing
5-Piles are to be driven to within 3 inches of the locations indicated on this drawing. -Patch all tie holes and other surface defects. *The areas where the slabs is to be installed are to be Proof Rolled in accordance With ACI -Wind Loads-130 mph-ASCE-7
-Repair surface defects such as color and texture irregularities,cracks,spalls, 302.1 R.The Engineer is to be notified if unacceptable soils are encountered during excavation qh=34.8 psf(Exposure C)
6-All girders,tie beams,and braces are to be CCA treated No.2 Yellow Southern Pine. honeycombs,rock pockets,fins and other projections on the surfaces. and if Proof Rolling produces results that exceed ACI standards. Roof C&C Loads:
-Cover all exposed surfaces with a parge/stucco material installed in accordance with the -58.4 psf(Zone 1)
7-All floor joists are to be secured to all girsders with Simpson hurricane ties as shown *The excavated areas along the stem walls and footings -67.7 psf Zone 2
manufacturer's specifications.Color and texture to be determined by the owner. 9 gs are to be back filled with clean P ( )
on the details. material and mechanically compacted with clean fill in 6 inch lifts.Each layer is to be -82.3 psf(Zone 3)
8- Treat all drill holes and end grains in the ends of knee braces that extend below *Testing compacted to 98%modified proctor. Wall C&C Loads:
-Contractor is to engage a qualified independent testing agency to sample and test sample
grade with wood preservative. 1
materials. *Base Material layer shown on the drawings is to be a compactable,easy to trim,granular fill - . psf(Zone 4)
-Testing Frequency: 1 composite sample for each days pour of each concrete min that will remain stable and support construction traffic.A clean fine-grained material with at -5 .2 psf(Zone 5)
exceeding 5 cubic yards,but less than 25 cubic yards plus one set for each additional 50 least 10 to 30%of particles passing a No. 100 sieve but not containing silt,or organic material THIS BUILDING IS DESIGNED AS AN ENCLOSED
cubic yard or fraction thereof. is recommended. STRUCTURE.
-Slump-ASTM G143, 1 test at point of placement for each composite sample,but not less
than 1 test for each days pour of each concrete mix. Slab Notes:
-Air Content-ASTM-G231,pressure method. / test for each composite sample,but not Design Criteria-NYS Residential Code R301.2.1.1 and utilized the
less than 1 test for each days pour of each concrete mix. *Isolation joints are to be installed between the slab and the walls.Use preformed joint filler methods and procedures stipulated in Chapter 2 Engineered Design and
-Compressive Test Specimens:ASTM G31/G31 M cast and laboratory cure 1 set of 4 that is to be cutY2 inch below the slab surface and the resulting joint is to be filled With an Chapter 3 Prescriptive Design in the American Forest and Paper
standard cylinder specimens for each composite sample. elastomeric joint sealant. Association Wood Frame Construction Manual for One and Two Family
-Compressive Strength Tests: ASTM G Dwelling Units-High Wind Addition and ASCE 7.
39 test 2 laboratory specimen at 7 days and 2 at l � U
28 days. *Contraction joints are to be installed as shown in the drawings and are to be Y the thickness
-Tests shall be reported to the Engineer,concrete manufacturer,and contractor within 48 of the slab but not less than 1 inch deep. FEB O 6 2023
hours of testing.
-Strength of concrete Will be considered satisfactory if every average of any three *The welded wire reinforcement is to be placed in the top third of the slab and is to be El9tt01N(3 0EPT.
consecutive tests equals or exceeds specified strength and no test values fall below the adequately supported by precast concrete bar supports to assure that the reinforcement is held 713W N OPSOUT�tOLO
specified value by more than 500 psi. in position during concrete placement and finishing.
REVISIONS
NOTE:
SEE PLANS BY MARK SCHWARTZ&ASSOCIATES FOR FRAMING
PLANS FOR THE GARAGE.
n.. �._._..-� tip~`✓
UFessao�a
Scale:AS SHOWN Condon Engineering, P.C. CAPASSAKIS GARAGE
Plans are prepared by Condon Engineering,P.C. It is a violation of the New York State 20985 SOUNDVIEW AVENUE
Education Law,Article 145,Section 7209,for any person unless acting under the 1755 Sigsbee Road SOUTHOLD, NEW YORK
direction of a licensed Professional Engineer,Architect,or Land Surveyor,to alter any Drawn by:JJC Mattituek New York 11952
item in any way.If an item bearing the seal of an Engineer,Architect,or Land Surveyor is
altered,the altering Engineer,Architect,or Land Surveyor shall affix to the item his/her (631) 298-1986 (631) 298-2651 Fax NOTES A N D
seal and the notation'Altered by'followed by his/her signature and the date of such Date:12/912022 www.eondonen ineerin .com
alterations,and a speck description of the alteration. g g SPECIFICATIONS
4' 4-
T-94' T-9 ' 7'-9 '
r- ——————————————————— —————————————————— ------------------
I 1
I
I I
I I
1 I I I I I
I I I I I 1
I I I I I I
_ __ I I
t j I 1 DROPPED FLOOR j
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I I
I I I I I I I 1
I I I I I 1 I I
I 1 I I I I
I I I I I I
1 I I I I
r---------- —J pp I I I I
I I
j I FLOOR DRAIN
I I CONNECT TO DRYWELL
I 1 I I I I
I 1 I
I I j j I I
I I I I I I
1 I I I I I
I I I I I I
I I I I I I
I
I I
I I
j I I 1 8"FOUNDATION WALL ON A 24"X
I I j I I 24"PC GRADE BEAM(TYP.)
I I
I I `fi r------I I I
1 I I I I I
I
1
I I 1 I
I I I I
I 1 I
I I I I
I 1 I I
� I I
30"X30"X30"PILE CAP I I
I I
j I 10"Q!TIMBER PILE(M.) I I
CONCRETE SLAB I I
I I 5'REINFORCED wl I I
j I 6X6 W2.OXW2.0 WMM I I
I I PITCH TO O.H.DOORS I I
MIN.118":12" I
I
ti I I I I
I I I I
I FLOOR DRAIN
j CONNECT TO DRYWELL I I
I I 8"FOUNDATION WALL ON A 24"X I I
I 24"PC GRADE BEAM(TYP.) I I
I I
I I I 1
I I I I
I I 1 I
I I I I
I I I I
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1
I
REVISIONS
I i I I
L---------------------------------------------------L T4
Oft
41 n
f L
Ir/^�
--------------'--------------------------------------------------J '//�. �• �•\
NOTE:
SEE PLANS BY MARK SCHWARTZ&ASSOCIATES FOR FRAMING rod ESS� /
PLANS FOR THE GARAGE.
Scale:l/4"=V-0" Condon Engineering P.C. CAPASSAKIS GARAGE
Plans are prepared by Condon Engineering,P.C. It is a violation of the New York State 20985 SOUNDVIEW AVENUE
Education Law,Article 145,Section 7209,for any person unless acting under the 1755 Sigsbee Road SOUTHOLD, NEW YORK
direction of a licensed Professional Engineer,Architect,or Land Surveyor,to alter any Drawn by:JJC Mattituck New York 11952
item in any way.If an item bearing the seal of an Engineer,Architect,or Land Surveyor is
altered,the altering Engineer,Architect,or land Surveyor shall affix to the item his/her (631) 298-1986 (631) 298-2651 Fax PILE & GRADE BEAM
seal and the notation'Aftered by'followed by hislhersignature and the date of such Date: 12/912022 www.condonen ineedn .com
afterations,and a specific description of the afteration. g g FOUNDATION PLAN
2"
HSS 6X6 '
#3 REBAR @ 12'O.C.TIES
_ 12'X12'Xt I �,
#3 REBAR THROUGH PILE BASE PLATE
(4)#5 BARS CONT.TOP.&BOT. ° (TYP EA.PILE)
`v
N
1 1
(4)#5 BARS CONT.BTM. I 12" ( •
6
$ 5/8'0 X IT LONG GALV.ANCHOR BOLTS AT 28'O.C.MAX.,
O O
IT MAX FROM CORNERS WITH SIMPSON BPS5/8-3 WASHER NEW STEEL COL.
24' 4,000 PSI P.C. 2X6 P.T.SILL
GRADE BEAM
12"X 12"X 3/4'GALV.
STEEL BASE PLATE
1/2"EXPANSION SEAL 4"P.C.SLAB
10"0 TIMBER PILE 6X6-W2.OXW2.0 WWM 4-5/8'0 GALV.ANCHOR BOLTS ,
2X6 WALL STUDS '
COPPER TERMITE SHIELD 5'POURED CONCRETE SLAB �«
SECTION ..a.., �.�
SCALE:1/2"=1'-0" GRADE 8'MIN. `D ° ad a
nQ
(4)#5 BARS CONT.TOP.&BOT. '�COMPACTABLE
#3 REBAR @ ITO.C.TIES #4 BARS @ 30 O.C. L 10 MIL POLYETHYLENE VAPOR RETARDER a 1 1/2"MIN.4,000 PSI NON
2"' GRANULAR FILL N a a a SHRINK GROUT PEDESTAL
a y
14
NO.//5��REAB/AR
.� N d 6"0li EI nYY
3"
" . .
Ad
d e G a a NO.3 REBAR
SEE PLAN (4)#5 BARS CONT.BTM. SEE GRADE BEAM DETAILS THIS SHEET �o
THROUGH PILE
FOR SPACING
30'MIN.ORAS SPECIFIED ON PLAN
10"0 TIMBER PILE
10" 10"0 CCA WOOD PILE
A PILECAP 11 GRADE�BEAM �DEAILS g FOUNDATION WALL AT GARAGE DETAIL TYPICAL PILE CAP DETAIL
SCALE. 1/2 —1-0 )SCALE: 1/2 —1-0 C
)—SCALE: 1'=1'-0"
#5 BARS @ 12'O.C.
---------------- ----�
24' IN.
I
SIMPSON TSPZ STRAP (3.
I
I
rSIMPSONWC15450 E COAT
WP I
5/8'0 GALV.ANCHOR BOLT WITH A
I
SIMPSON BP518-3 BEARING PLATE --------- —1 I VERTICAL REBAR
z I I
2-SIMPSON H4Z STRAPS N I
I I
I I
I I
I I
I I
TYPICAL WALL AND SILL STRAPPING DETAIL TYPICAL FOUNDATION CORNER.DETAIL
NOT TO SCALE
REVISIONS
r�EOF£y
S 1 v,
NOTE: " ) a
SEE PLANS BY MARK SCHWARTZ&ASSOCIATES FOR FRAMING
PLANS FOR THE GARAGE.
Scale:AS SHOWN Condon Engineering, P.C. CAP ASSoAKDI�S�GARAGE
Plans are prepared by Condon Engineering,P.C. It is a violation of the New York State 20985
AVENUE
Education Law,Article 145,Section 7209,for any person unbss acting under the 1755 Sigsbee Road SOUTHOLD, NEW YORK
direction of a licensed Professional Engineer,Architect,or Land Surveyor,to after any Drawn by:JJC Mattituck New York 11952
Rem in any way.If an item bearing the seal of an Engineer,Architect,or Land Surveyor is
altered,the aftering Engineer,Architect,or Land Surveyor shall affix to the item his/her (631) 298-1986 (631) 298-2651 Fax 3m3
seal and the notation'Altered by'followed by his/her signattre and the date of such Date:12/9/2022 www.condonengineedng.conl FOUNDATION DETAILS
alterations,and a specific description of the afteration.
Blower door t.°i ' ig,
and duetworl, installed, replaced or
Must provide Manuals testing required, repaired shall conform
U, J and S as per to Chapter 172of the Town Code
NYS Energy Code A1P 0 ED AS INOT0
DATE: 7 �.P.# /0�_�
FEE: n Y.. 77 RETAIN STORM WATER RUNOFF
NOTIFY BU LDIP,'G DE'-ARTMENT AT PURSUANT To CHAPTER 236
765-1802 8 AM TO z 7,, FOR THE OF THE TOWN CODE. Q
FOLLOWING IN'SPEC(i,j S: w
1. FOUNDATION ;VVO REQUIRED �
FOR POURED GCh'CRETE O
2. ROUGH - FRAF ,;,G cS PLUMPING
_
3. INSULATION
4. FINAL COriS" ;���� MUST
!3E cor,IPLE, PLUMBER CERTIFICATION
ALL CONSTRUCTj`-N SHALT_ MEET THE ON LEAD CONTENT BEFORE a
REQUIREdO 'ODE
O E E ( S OF NEW
CERTIF/CATEOFOCCUPANC)ATE. NOT ROS, SiBLE FOR
DESIGN OR CONSTRUCTION ERRORS. SOLDER USED IN WATER
!
SUPPLY SYSTEM CANNOT
CN
COMPLY WITH ALL CODES OF EXCEED 2/10 OF 1% LEAD.
NEW YORK STATE & TOWN CODES W
AS REQUIRED AND CONDITIONS OF
-ALL PLUMBING WASTE
T„„!, „tit,;;a cOr"^D & WATER LINES NEED
—1 F_ F-14 r#1;` 7 G. Q� O
F-1
c�I . T ,1,�,_ i, Ei<ORE COVERING
�__ ____.� wJTh [.0 1Oyv., i uS tES
� W z
TRUSS PLACARDING REOW >
RED
Q Q
L-1 L__j L C/� 0
OCCUPANCY ORDO x
USE IS UNLAWFUL -I=R M°G PROCEED S°u�vlEv p
WITHOUT CERTIFICATE 0�AbUNDATION LOCATION a N
PROPOSED SOUTH ELEVATION OF OCCUPANCY SBEE6JAPPROVED. �
SCALE: 1/4" = V-0"
0
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PROPOSED E D +. -� � JOB#:
O EAST ELEVATION aP �� -.:� 9/19/2022
SCALE: 1/4" = 1�-0" SHEET NUMBER:
A- 1
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SCALE: 1/4" = V-0"
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PROPOSED WEST ELEVATION JOB9/19/2022
SCALE: 1/4" = V-0" '>r .vR i��i .�'' SHEETNUMBER:
A-2
W
24'-011 B
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2'-811 1 8'-8" 012'-811
10,
24'-0"10
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10
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9-1/2 ML HDR 6X4X1/4 ) 1/2 ML H R
11
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SINK TO DRAIN TO TUBE STEEL - I 4 ' ; -�; w ,
SEPTIC SYSTEM.ADD ,..I. COLUMN - M 0
HALF MONOLITHIC
FLOOR DRAIN UNDER ,,,,, Q \ � PLUMBING AT ' /' D
N SINK PER OWNER n n, _ M N I BATH TO CONNECt ° ' M FOOTING
BATH " " � ' TO SEPTIC(BY OTHER) /, _ ,
_ ����� �i 4'-2" i /PROVIDECONNECTION , a, UNDER STAIR
1 III„ Z w `0 • To OUTDOOR SHOWER I m •----- ' D '
o ; / SAND HOSE BIBS AS' ' D FOOTING TBD BY IV" D
m iiiii a m ELECTEDBYOWNEIZ 1°. ENGINEER DUE TO
_ SOIL CONDITIONS
-----� 1 . ' ,
� nnlw � rn, F..
"^ oC nni (2�9-/2"ML ------- D•' �_ °a D I GC TO BID 16"X8"
Lu
nn:m M --- --- ° i' 4 ve 4 -mac° d i w/(2)#5 REBAR an ;
W
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Ills ^ a FOOTING10
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v �� in ---'-'--- ; I�NDER BATH WALL ,�-
�Illl,v ________ a FLOOR DRAIN
m""'^ CONNECT TO DRYWELL i D
^nn'M i i 6-1I3/4I,
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nnl ' A ' I
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CC)LUMN I N■■�aasas===as _ _ 1 I , , , • ,
O o (FOOTING DESIGN BY ' ■SLOPED CEILING�' O O ' ' l
1 = III.. . [ _U, 1 1 1 . ' � ' 4'-93�4' . 1 0' v
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enLL (SOIL CONDITIONS) nnl I v.it=_______�i M M '� M
b � I nn. I ■, , O
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I,T..- - FOOTING TO BE DESIGNED BY M
N IIII, � ' '
ENGINEER DUE TO SOIL CONDITIONS CD
GARAGE GC TO BID 4X4X1 FTG w/(4)#5 EW o m cV O
S "TYPE-X FIRE RATED SHEET OCK is m a
TO E APPLIED TO WALLS AND FILING
DOUBLE UP
- :lilt
"nnD A
;w:- @o
W 4 OCONCRETE SLAB MAND 4"REINFORCED W/
v �`00 10/10 1 WMM • C�
v
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p o�c uin m 0 PITCH TO O.H.DOORS i e 000 +� \
MIN.1/8":12"
AC HEAT r
v �+<`0 n n i / AC i i /.
F OR DRAIN x l l l l i COMPRESSOR ; ; : Li U
^ ; ; FLOOR DRAIN
III y CONNECT TO DRYWELL ° d- 00 a� v
---------- - --- ------ CF
NAT. v
-- --- n.n!-•----- ---- - --- -- O O W 1>
i (2)9-1/2'ML i ""' , 3)9-1/2" ATIONAL ul D
RP-I
— - — - --r - ; PER NYS R402.1.2 INSULATION AND FENESTRATION CRITERIA SLAB ON GRADE
(HEATED);R10 FOAM INSULATION TO BE PROVIDED A MINIMUM 4'AROUND
INSIDE PERIMETER OF FOUNDATION (TOTAL DEPTH AND SLAB COMBINED TO (n
')
EQUAL 4
m /�I1
c� c� ' D• ' I '
nn' '6X4X1/4 ' n Q
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n 0
n L1'1, � I ------------------------------------------------------------'
r — 4--" — — — — — — — — —' Tm, -'— — — — — — — — — —'
(3)9-1/2 ML HDR , lilt , (3)9-1/2 ML HDR ;
I ,
L — — — — — — — — — —LF-
— — — — — — — — — — .� SHEAR WALL ------ ----------------------------- ---------------- -
1'-9" 9'-6" " 9'-6" 1'-9"
psi
I.
24-Io SHEAR WALL CONSTRUCTION 1,-711 91-1011 9'-10" '-711
, u
FRAMING: TIMBERSTRAND LSL STUDS @16"OC
24'-0"
END WALL POST: (3)TIMBERSTRAND L;L STUDS
B HOLD DOWN ANCHOR: SIMPSON STRONG TI:HDU AT ALL N
WINDOW
TiMADOOROPENINGS FOUNDATION W E PROJECT NORTH
OR AT 6'-0"MAX.
1ST. FLOOR PLAN N EXTERIOR PLYWOOD: 3/4"ADVANTECH PLIWOOD SCALE: 1/4" = 1'-0"
W E PROJECT NORTH S DRAWN:
SCALE: 1/4" = 1'-0" INTERIOR PLYWOOD: 5/8"ADVANTECH PLIWOOD ,•,w'''`'' �►'�. SCALE:
S
JOB#:
PLYWOOD FASTENING: 8d @ 16"OC EDGE,8c @ 12"OC FIELD 9/19/2022
GYPSUM FASTENING: No.6 X 1-3/4"SCREWi @ 8"OC EDGE C! • ^ ;��� SHEET NUMBER:
12"OC FIELD • iRr "'"� � I
r . Ilk
A- 3
B I w
12
�o
4� x�
N
O
N •-------• H
N 1 1
30X30$TAT. lWJ :3OX30 STAT.: w
SKYLIGHT 0 1 SKYLIGHT 121-011 12-011
12
5� O� 2X10 RR fd16"OC
n ' O
>C
a
?x,2
�4 yo�FR n
I� �TF
5 2X10 DF#2 TW3046-3
1-3/4XI1-7/8 ML RIDGE ��
V
��r ; (3)2X10 HDR ;
x o 01 30X30 STAT.I 130X30 STAT.11 = _�
12 N ° I1 SKYLIGHT SKYLIGHT it
N �"-
12
1 t
O 30X305TAT. W
22 >< SKYLIGHT n 1-3/4X11-7/8 ML RIDGE 1
N 7-0"PLT.HT
1 1
N a 1 I W O>1
1 1
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1 U I< 1 1 I ------- -- w
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RP�rF 34'I- O of V ii 1 i Q I -; - ----- Q Q
xx 9� ' rn X r I Lu ------ -- 1-�
? DO N O I , DD _ - j��+ O
1-3/4X11-7/8 ML RIDGE u- X , I M
0 N , 1 H - O
W
tryDoa v ' ' LANDING O 2X10 DF#2 O x I •-rL 1-- - Ln
12 #
uj
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5� 1
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o SKYLIGHT SKYLIGHT N 22 - Z , --i 1 __ O
N N - li___-- m O Lu %o O
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�. 00 1 - a' O T-I
0. 11 SKYLIGHT N 00 a m 1 `-r
00 -- --- 00
+�
M � O
2X70RR f16"OC
I`-------� ~ -' C i
2X8 DF#2 CJ fa?16"OC 5/8"TYPE-XFIRE RATED N O cM
8'-0"CEILING AFF SHEETROCK ON WALLS Cf' 2 2
1 AND CEILING IN t•-'I — � V
I I STAIRWAY.DOOR TO O ` z+
T-0"PLT.HT STORAGE BE 45m1n.FIRE RATED �y w m
(TYPICAL) Ffj+
! .. ...
' T-0"
B 1 VERIFY CLEARAN O
00
I RIOR TO INSTAL (] �"
ROOF PLAN N E PROJECT NORTH O _ _ N In U
�O m ' UNFINISHED , I a;
= I= , (UNCONDITIONED) '
SCALE: 3/16" = 1'-0" 5 m X N
u-
DO
M o t o ; \ ----� o W
I ^
ODO E N ; 1 ` F-1
X I \
N
STORM WATER MANAGEMENT DETAILS `�
� I w
1 ,
T-0"PLT.H
ELL
LOCATION: SF AREA: 2 MN PER HOUR PROVIDE: CAP?0%RUNOFF AT DRYWELL ACITY: 2'-11" ' 161-011 ' 4 2" u
PROPOSED ROOF AREA:1084 SQ.FT. 161 CU.FT. (1)8'dia.,6'deep 253.5 CU.YD. F I i30X30STAT. F O
Ib �30X30 STAT.1 ~
� c
SKYLIGHT I SKYLIGHT II
OGEE GUTTER-STANDARD S" n I n
NOTES:
I`-------j ----
1).EXECUTION
KQ A).DO NOT BEGIN INSTALLATION UNTIL SUBSTRATES HAVE BEEN PROPERLY PREPARED. ' , ',ku ply
2).PREPARATION: I ; (3)2X8 HDR
/ A).CLEAN SURFACE THOROUGHLY PRIOR TO INSTALLATION.
B).PREPARE SURFACES USING METHODS RECOMMENDED BY THE MANUFACTURE FOR
ACHIEVING THE BEST RESULTS FOR THE SUBSTRATE UNDER THE PROJECT CONDITIONS.
C).PAINT CONCEALED METAL SURFACES AND SURFACES IN CONTACT WITH DISSIMILAR
METALS WITH PROTECTIVE BACKING PAINT. TW3046-2 U
3.A).PERFORM WINDOWS 7'-4"AFF
A).PERFORM WORK IN ACCORDANCE WITH CDA HANDBOOK AND THE DRAWINGS.
1).GUTTER TO BE PITCHED TOWARDS LEADER 1"TO 2"FOR EVERY 49 OF RUN.
2).SHEET METAL JOIN LENGTHS WITH WATERTIGHT JOINTS.
a).COPPER/LEAD:FLASH AND SOLDER GUTTERS TO DOWNSPOUTS AND 1 21-011 1 21 011
ACCESSORIES.B).ALUMINUM:RIVET AND CAULK WITH A BUTYL SEALANT SLIP JOINT
CONNECTORS.
3).CONNECT DOWNSPOUTS TO STORM SEWER SYSTEM AS INDICATED.SEAL D I
CONNECTION WATERTIGHT. D
DRY WELLS TO BE 10'MIN. 4).PROTECTION: 241-011
AWAY FROM HOUSE Al,PROTECT INSTALLED PRODUCTS UNTIL COMPLETION OF PROJECT. 01
2
B).TOUCH-UP,REPAIR OR REPLACE DAMAGED PRODUCTS BEFORE SUBSTANTIAL
AND 5'FROM PROPERTY LINES COMPLETION.
2N D. FLOOR PLAN Ds
SCALE: 1/4" = 11-0'T PROJECT NORTH DRAWN:
SCALE:
�A .,•.�._ JOB#:
c✓ w:a,�'3 C 9/19/2022
SHEET NUMBER:
rylr
.or` i�.
GAF TIMBERLINE NS ARCHITECTURAL
ROOF SHINGLES.INSTALL PER MFGR.
1 INSTRUCTIONS FOR 130MPH AND
• • • • •3_ �]r Generated by REScheck-Web Softwarefir, WARRANTY.COLOR AS SELECTED BY W
OWNER. I-h�
• CNJ/ Compliance Certificate 1-3/4X11-7/8MLRIDGE 12 v
• G 11-7/8 �5 �,�
• @�6"O ML RIDGE
• . Project CAPASSAKIS -2tO -----
Energy Code: 2018 IECC
Location: Southold,New York
• '- Construction Type: Single-family (2)2X10 (2)2X10
r(MCALwlNoOWOMNTNG Project Type: New Construction PURLIN PURLIN
- TM^ Conditioned Floor Area: 912 ft2
Glazing Area 2%
Climate Zone: 4 (5572 HDD) 12 O
t µiru�NutnrtF orENrNcs— Permit Date:
µ"�` � Permit Number: 00 22 O
WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL "NF '
Ms LRbL1.UW2t.2 NYS L L.VROTEQIUNOFOFLNING Construction Site: Owner/Agent: Designer/Contractor: 00 20985 SOUNDVIEW AVENUE P4^/
SOUTHOLD,NY ^ '
"Dori 9..moa.,ssr aF ww�"waw""To",+K1 Toc—
UNINULATED STORAGE -
E . _
Compliance: 0.0%Better Than Code Maximum UA: 156 Your UA: 156 Maximum SHGC: 0.40 Your SHGC: 0.31 CN r--
The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. _ 3/4"SUB FLOOR N
It DOES NOT provide an estimate of energy use or cost relative to a minimum—de home.
Slab-on-grade tradeoffs are no longer considered in the UA or performance compliance path in REScheck Each slap-on grade _ 9-1/2"TA 110 FJ @16"OC
assemh'y in the specified climate zone must meet the minimum energy code insulation R-value and depth requirements. 5/8"TYPE-X SHEETROCK
go
(4)1UBLE 6 " GIRDER _ CEILING aON CEILING AND WALLS----- R21R13(DOUBLE 5/8" - ) � WALLS
Envelope Assemblies w
3FIMMM HARDIE SHINGLE TO BE
t 1/4 .r ti - ,, y+�s.�; fit'. se �,n INSTALLED PER MFGR.
a�' INSTRUCTIONS.OWNER
1 1/2 1 1/4 .q.i. lk
_............ _r-._.._« x 4, TO DECIDE EDGE TO BE W
Sys a to �n .x"
o SINK Ceiling:Flat Ceiling or Scissor Truss 912 21.0 0.0 0.047 0.026 43 24 — STRAIGHT OR STAGGERE
W.C. LaV' AND COLOR.INSTALL O ER
Wall:Wood Frame,16 o.c. 1,106 13.0 0.0 0.082 0.060 70 51 _i F] F_ F-1 F F-1 REQUIRED UNDERLAYME T.
HY F.A.I. Door:Solid Door(under 50%glazing) 84 0.250 0.320 21 27 00
USE VERSATEX OR AZEK tp
OVERHEAD DOORS:Solid Door(under 50%glazing) 144 0.100 0.320 14 46 FOR EXTERIOR TRIM
1 1/2 Window:Wood Frame 5/8"SHEATHING
3 25 0.300 0.320 8 8
1 1/4 I C.O. SHGC:0.31 2X6 STUDS @16"OC W Z
C.O.I 3 Compliance Statement: The proposed building design described here is consistent with the building plans,specifications,and other OVER 2X6 ACQ SILL
3 calculations submitted with the permit application.The proposed building has been designed to meet the 2018 IECC requirements In PLATE,TERMITE SHIEL ^
REScheck Version:REScheck-Web and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. A Q
a _ AND SILL SEAL PER CO E
TO APROVED Name-Title Signature Date
SLOPE"1/4"PER FOOT PITCH TO DRAIN a^C.I. SEPTIC SYSTEM _ 4"CONC SLAB(PITCH TO OH DOORS 8"PC
PER NYS R402.1.2 INSULATION AND
TRAP HOUSE O •� REINFORCED w/6X6 10/10 WMM •c WALL O
Project Notes: t . FENESTRATION CRITERIA SLAB ON
PER NYS R402.1.2 INSULATION AND FENESTRATION CRITERIA SLAB ON GRADE(HEATED);R10 FOAM INSULATION TO b OVER COMPACTED SOIL b 'n
fY1 GRADE (HEATED);RIO FOAM
PLUMBING SCHEMATIC BE PROVIDED A MINIMUM 4'AROUND INSIDE PERIMETER OF FOUNDATION(TOTAL DEPTH AND SLAB COMBINED TO _ — d f�' f• d
•..•:i•a;. • 00
INSULATION TO BE PROVIDED A a ;
EQUAL 4') e• e ,
SCALE: NOT TO SCALE MINIMUM 4'AROUND INSIDE < N
PERIMETER OF FOUNDATION FOOTING TO BE DESIGNED
(TOTAL DEPTH AND SLAB COMBINED BY PROFESSIONAL ENGINEER
TO EQUAL 4') DUE TO SOIL CONDITIONS
Project Title:CAPASSAKIS Report date: 09/14/22 GC TO BIS 24"X12"FTG w/
Data filename: Page 1 of 1
A CROSS SECTION A (3)#5 REBAR
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SCALE: 1/2" — -O" _ t ACQ SILL PLATE OVER PER NYS R402.1.2 INSULATION AND FENESTRATION CRITERIA SLAB ON GRADE 8"PC WALL SCALE:
O 1,• (HEATED); RIO FOAM INSULATION TO BE PROVIDED A MINIMUM 4'AP , :vi l� JOB#:
i1LL SEAL PER CODE ,•,+
M INSIDE PERIMETER OF FOUNDATION(TOTAL DEPTH AND SLAB COMBIt t►"''°•g. C '• 9/19/2022
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B CROSS SECTIONFn6' dt ~'r' � V�- ���h .�..�•� SHEET NUMBER:
OUTDOOR SHOWER „ _ , „ • �a o
SIDE ELEVATION16V3 5 SCALE: 1/4 — 1 -0 a s' f ��'
SCALE: 1/4" = 1'-0" A-5
1:41
.OF 4E
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WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS r�
USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT & GOOD CONSTRUCTION. FOLLOW MANUFACTUR7'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. ^^./
F--I
KING STUDS
\
\ O
RAFTER WALL STUD
ENDWALL
CRIPPLE STUD
C BOTTOM PLATE O
RIDGE
HEADER LEDGER BATHTUB A/
DOUBLE JOIST
SIDEWALL
RAFTER
JACK STUDS
FLOOR USP NUMBER DESCRIPTION APPLICATION
1ST. ADS5 HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS
ANCHOR TO FOUNDATION W/ ANCHOR BOLTS BATH / SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT
CONNECT TO 1 SIDE OF ALL CORNERS ON LOCATION JUSP NUMBER DESCRIPTION APPLICATION ILOCATION JUSP NUMBER DESCRIPTION APPLICATION RAFTER SIZE USP NUMBER1 DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR
2ND. ADS5 HOLD DOWN BOTH BOT. PLATE OF 2ND FLOOR AND TOP ALL OPENINGS LSTA12 1-1 4"x12" 20 a. STRAP APPLY TO EACH JACK STUD ROOF LSTA24 1-1 4"x24" 20 a. STRAP APPLY OVER RIDGE TO EACH RAFTE JOIST DIRECTION WITH (2) JOISTS. UNDER WALL.
ANCHOR PLATES OF 1ST. FLOOR. CONNECT THROUGH / 9 / 9 2x6-2x8 LS26 18ga. SLOPE HANGER PPLY TO EACH RAFTER LEDGER FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS, PROVIDE
E FLOORS TO EACH OTHER W/ THREADED ROD. ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR JAPPLY TO EACH CRIPPLE STUD 2X10 LS210 118ga. SLOPE HANGER PPLY TO EACH RAFTER / LEDGER BLOCKING 024"OC
w
WALL STUD T�'1
THROUGH-ROOF EXHAUST v
VENTS SELECTED AND
METAL STRAP ` LOCATED BY CONTRACTOR (I�
CRICKET AT TOP-SIDE OF
CHIMNEY VENTILATION CHANNEL FFF ••�i�
RIM BOARD RAFTER AS REQUIRED O
SILL PLATE(S) WALL SHEATHING RAFTERS tVEN
IN
' " " " '• '• SIDEWALL FLASHING TION
WOOD JOIST
FOUNDATION TOP PLATE BLOCKING V1 W W
" 2z4 LEDGER BLOCKING vt z
FINISH WALL AND MOISTURE
STAPPING TO BE ATTACHED TO WALL STUDS ®48"OC BARRIER TO LAP FLASHING 2x4 SOFFIT JOIST
AT WALL -- MAINTAIN GAP ATTIC SHALL BE PROVIDED WITH A
AND ALL WINDOW/DOOR OPENING JACK STUDS FASCIA
BETWEEN WALL FINISH AND MINIMUM NET FREE VENTILATING AREA^'+
FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION ROOFING TO AVOID SOAKING WALL STUD NOT LESS THAN 1/150 OF THE AREA OF GUTTER
THE SPACE VENTILATED. ALL OPENINGS WOOD GIRDER
INSTALL 4'0"' O.C. SHALL BE COVERED WITH CORROSION- ONTIN. SCREENED VENT F�•i 4" - 8" LSTA24 1-1/4"x24" 20ga. STRAP AND JACK STUDS4 RESISTANT METAL MESH WITH MESH c/jQ
NTIN. SOFFIT/ EXT. PLYWOOD
ON ALL OPENINGS PROVIDE HEMMED EDGE AT OPENINGS OF Va INCH IN DIMENSION. '^ E"I
FLASHING TO FORM CHANNEL CA
INSTALL 4'0" O.C. AND SO AS TO MAINTAIN AIR LOCATION USP NUMBER DESCRIPTION APPLICATION SOFFITED EAVE V�
8" - 14" LSTA30 1-1/4"x3O" 18ga. STRAP AND JACK STUDS GAP TO PREVENT CAPILLARY CONNECT TO 00
ON ALL OPENINGS / ACTION 4" - 6" RAFTER RT10 10-3/4" x 18ga. TYDOWN ANCHOR O V]
EACH RAFTER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND
INSTALL 4'0" O.C. CONNECT TO ROOF VENTILATION / OVER BEARING WALLS AND HEADERS (y
14" - 16" LSTA36 1-1/4"x36" 18ga. STRAP AND JACK STUDS 8" - 12" RAFTER RT20 1-1/8" x 20ga. TYDOWN ANCHOR EACH RAFTER SOFFITED EAVE DETAIL
ON ALL OPENINGS KEEP ROOFING NAILS OUT
OF FLASHING r l
2ND. FLOOR WALL v
ROOFING LAPS BASE
FLASHING 4 INCHES
BASE FLASHING WRAPS CORNERS, RAFTER \ RIDGE CAP OF SAME
EXTENDS UNDER SHINGLES AT MATERIAL AS ROOFING
SIDES 4 INCHES AND LAPS I NAILED TO SHEATHING �
SHINGLES AT BASE MIN. 4 INCHES THROUGH VENT i--i
N Ili
WOOD JOIST (m7 4 OU
0N . v
TOP PLATE X
Lr) ^^ N m
GIRDER/HEADER pp SIDE WALL FLASHING t-i \'o V
1ST. FLOOR WALL STAPPING TO BE ATTACHED TO WALL STUDS ®48"OC WOOD JOIST C) e-- X O
AND ALL WINDOW/DOOR OPENING JACK STUDS METAL FLASHING AT ALL EAVES, SIDEWALLS, WALL STUD E) m
AND RAKES -- PROVIDE HEMMED EDGES SO
FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION AS TO FORM DRAINAGE CHANNELS AND RAFTERSIr
INSTALL 4'0" O.C. PREVENT CAPILLARY ACTION (z a) �
4" - 8" LSTA36 1-1/4"x36" 18ga. STRAP AND JACK STUDS LOCATION USP NUMBER DESCRIPTION APPLICATION PRE-MANUFACTURED O 00 �\
KEEP SHEATHING MIN. 1-1/2" ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH '� V
ON ALL OPENINGS CONNECT EACH RIDGE VENT FOLDS FROM PEAK TO ALLOW FREE O
RAFTER/PLATE RT15 TYDOWN ANCHOR OVER RIDGE TO THE PROPER STEEL CONNECTOR. ��• e}+
INSTALL 4'0" O.C. RAFTER TO PLATE AIR PASSAGE IF ABLE, SET FIR JOISTS APROX. 1 2' HIGHER THAN LVL HEADERS m
CONFORM TO SLOPE / (� �
8" - 16" MSTA48 1-1/4"x48" 16ga. STRAP AND JACK STUDS CONNECT OVER OF ROOF TO ALLOW FOR SHRINKAGE & REDUCE BUMP OUTS
ON ALL OPENINGS PLATE/WALL SPTH4 STUD PLATE ANCHOR r-. 4J
PLATE; TO EACH STUD Ln U e-1 +,
C11\
DBL. SILL PLATE I cV Q v
TERMITE SHIELD �'"—'-SUBFLOOR O F,L]
SILL GASKET ` _
WOOD JOISTS "fa
CONC. SLAB ' NEOPRENE
TYP. CONE. FOUNDATION ( n 6 MIL. POLY
GRANULAR FILL GASKET 2x6 /2xB CONTINUOUS WOOD PLATE
DAMPPROOF EXTERIOR . V3 I BOLTED TO STEEL BEAM WITH
6MIL POLY ON EXTERIOR V
' V STEEL COLUMN I ' �•�' 1/2 " DIA. BOLTS 048" a.c. STAG.
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CONE. SLAB • a • a •p o r•e ` ROOF JACK ��� STEEL BEAM E.y
s•s /1 \•p ANCHOR BOLT EMBEDMENT-.1 �� I I1
COMPACT FILL ' POURED CONCRETE: 7" 4" x 1/4" x 8" STEEL F„�
e V a e ` BLOCS WALL: 15"
ROOFING LAPS TOP AND BOTTOM PLATE V
KEYWAY FOOTING o V /� • • a p w FLASHING AT WITH 1/2" x 6" ANCHOR BOLT I� O
r USE WITH 3x3 SQUARE WASHERS 1/2" GROUT
° r^•a c• 7 CONC. FTG. •p Q•p L o• SIDES AND TOP
• � ;O ANCHOR BOLT CONNECTION (USP .BP558 OR BP583)
p REINFORCING BAR FOUNDATION 5/8" DIA. ANCHOR BOLT 3" STEEL COLUMN
DRAIN TILE p ANCHOR BOLT CONNECTION
SUPPORTING MAXIMUM SPACING10 KIPS FLASHING LAPS ( )
SILL PLATE TOO ROOFING AT BOTTOM
FOUNDATION
CRAWL SPACE OR FOUNDATION 1 STORY 72" OC N
SILL PLATE TO FOUNDATION TYPICAL BEAM DETAIL
WHERE NEEDED FOR STRUCTURAL BRACING.
TYPICAL CONE. FOUNDATION. APPLY PILASTERS MIN. 3" STEEL COLUMN ANCHORED TO 24"x24"x12" CONC. FTG. CRAWL SPACF OR FOUNDATION 2 STORIES 36" OC STEEL / BOTTOM BEARING F�•I
ALL BOTTOM PLATE TO FOUNDATION
SLAB-ON-GRADE) 1-2 STORIES 57" OC ROOF JACKS & VENTS DETAIL
,—SUBFLOOR V
CONE. SLAB I DOOR FRAME
6X6 10/10 ILL GARAGE o-_JOIST x COMPACT FILLDOOR
USE 2X8 STEEL BEAM
FOR BLOCKOUT
•�' 4" SLAB
• P.T. PLATE // W/ 6X6 WMM \ SLOPE ...i
• 1 2" AIR SPACE 1 0- . s 4-DRIVEWAY —� NOTCH JOIST AND ADJUST HEIGHT
/ < I (WITH A NAILING PLATE IF NEEDED)
d• �-•-�+' e• • TO BE APROX. 1/2" OR HIGHER THAN
' '•' �'� AT END AND .• 7 1 2" • -� :� •�
a , a _ _� 4'Lf•e BEAMS F WOOD e�p O s• O •. •� STEEL BEAM TO ALLOW FOR SHRINKAGE
GRADE • • • • r ,• : I a p e ( )
•p �;•p �• a a a p G • • • PROVIDE STRAPPING TO KEEP JOISTS ALIGNED
12" 6X6 W.W.M. ••- -Q -Q -^� Q-• t.•
�` O o °Op I- r�SUBFL00R .�
MIN. O O ••w •p •p /4•� .° NOTCH BEAM FOR MUDSILL IF REQUIRED -- MAXIMUM o° I I-I I
•j a • REINFORCING BAR : NOTCH EQUALS 1/4 DEPTH OF SEAM _ JOIST
•O REINFORCING BAR > • ° O�°'o �o
DRAIN TILE ►( •° i• SHEET METAL / 30# FELT UNDEk BEAM AT POINT • a�,• ° STEEL BEAM
12 OF CONTACT WITH CONCRETE O2 CONE. BLOCK -
;: 3" PLATE (BOLTED TO BEAM)
TYPICAL CONC. MONOLITHIC FOUNDATION. REINFORCE WITH (2) #4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. �. SHIMS TO LEVEL BEAM DRAWN:
REINFORCE FOOTING WITH (2) #4 REINFORCING BARS.
3" MINIMUM BEARING SURFACE TOR WOOD BEAM GARAGE DOOR BLOCKOUT SCALE:
JOB
BEAM POCKET �„�j_ !
#:
wcr, ' 9/19/2022
SHEET NUMBER:
• .� e A-6
f
W
GENERAL NOTES WIND FRAMING NOTES NAILING SCHEDULE PLAN CONTENTS:
1).RIDGE-TO-RAFTER ASSEMBLY: ROOF FRAMING: OCCUPANCY CLASSIFICATION R3 RESIDENTIAL
1-1/4"x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. JOINT DESCRIPTION NOTES NAIL NAIL BUILDING USE RESIDENTIAL DWELLING
When a collar tie is used in leu of a ridge strap,the number of 10d common nails required QTY. SPACING (SEE PLANS)
CONSTRUCTION NOTES: in each end of the collar tie need not exceed the tabulated number of 8d nails in the strap. RAFTER TO 8'WALL:3-8d COMMON EACH BUILDING HEIGHT W
TOE-NAIL TOTAL SQ.FT.OF CONSTRUCTION (SEE PLANS)
1).The information within this set of construction documents is related to basic design 2).RAFTER-TO-WALL ASSEMBLY: TOP PLATE 10'WALL:4-8d COMMONRAFTER
intent and framingdetails.The are intended as a construction aid,not a substitute Lateral framing and shear wall connections for rafter,ceiling or truss to to late shall be in CEILING JOIST 8'WALL:3-8d COMMON EACH DESIGN CRITERIA(UNIFORM CODE) 2020 IRC,2020 NYS UNIFORM FIRE PREVENTION AND BUILDING CODE O
y g g P P TOE-NAIL
for generally accepted good building practice and compliance with current New York accordance to table 3.3.When a rafter or truss do not fall in line with studs below,rafters TO TOP PLATE 10'WALL:4-8d COMMON JOIST AS PER FLOOR PLANS,CROSS SECTION,DETAILS,AND GENERAL NOTES
g Y P g g P P FRAMING ELEMENTS ^
State building codes.The General Contractor is responsible for providing standard or trusses shall be attached to the wall top plate and the wall top plate shall be attached to CEILING JOIST TO AS PER TABLE 3.7 EACH FACE DESIGN LIVE LOAD PSF R30
construction details and procedures to ensure a professionally finished,structurally the to the wall stud with uplift connections.Roofs overhanging the rake side of the building PARALLEL RAFTER WFCM-SBC LAP NAIL ( ) 1.s DESIGN DEAD LOAD(PSF)R301 ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS R301.7 O
UNINHABITABLE ATTICS(NO STORAGE) 10 EXTERIOR(LIGHT FRAME)WOOD WALLS
15 RAFTERS GREATER THAN 3:12 PITCH L/180
sound and a weatherproof completed product. shall be connected with uplift connections in accordance with table 3.3c. CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE UNINHABITABLE ATTICS(STORAGE) 20 EXTERIOR(LIGHT FRAME)STEEL WALLS 14 (NO FINISHED CEILING) ^/
OVER PARTITION WF(M-SBC LAP NAIL HABITABLE ATTICS AND INTERIOR WALLS AND PARTITIONS H/180 F•L�
2).The General Contractor is responsible for ensuring that all work and construction 3).WALL-TO-WALL ASSEMBLY: ATTICS WITH FIXED STAIRS 30 INTERIOR(LIGHT FRAME)WOOD WALLS 10 ^
meets current federal,state,county and local codes,ordinances and regulations,etc. Wall studs above and studs below a floor level shall be attached with uplift connections in COLLAR TIE AS PER TABLE 3.4 EACH FACE INTERIOR(LIGHT FRAME)STEEL WALLS 5 FLOORS U360
SBC END NAIL EXTERIOR BALCONIES AND DECKS 40 CEILINGS(PLASTER,STUCCO) U360
These codes are to be considered as part of the specifications for this building and accordance with table 3.36.When wall studs above do not fall in line with studs below,the TO RAFTER WFCM- MASONRY WALLS(8-THICK) 80
should be adhered to even if in variance with the plan. studs shall be attached to a common member in the floor assembly with uplift connectors in BLOCKING 2_gd COMMON EACH TOE FIRE ESCAPES 40 CONCRETE WALLS(6-THICK) 85 CEILINGS(GYPSUM) L/240
GUARDS AND HANDRAILS 200
accordance with table 3.3. TO RAFTER END NAIL SIP WALLS 10 ALL OTHER STRUCTURAL MEMBERS L/240
3).Dimensions shall take precedent over scaled drawings. RIM BOARD EACH END GUARD IN-FILL COMPONENTS 50 VEHICLE GARAGES(R301.5)PER 20 SQ.IN.2000lbs EXTERIOR WALLS(PLASTER,STUCCO) H/360
(DO NOT SCALE DRAWINGS). 4).WALL ASSEMBLY TO FOUNDATION: TO RAFTER 2-16c COMMON END NAIL PASSANGER VEHICLES 50
EXTERIOR WALLS(BRITTLE FINISHES) H/240
First wall studs shall be connected to the foundation,sill plate,or bottom plate with uplift NON-SLEEPING ROOMS 40 EXTERIOR WALLS(FLEXIBLE FINISHES) H/120
4).The designer has not been engaged for construction supervision and assumes no connectors.Steel straps shall have a minimum embedment of 7 inches in concrete WALL FRAMING: SLEEPING ROOMS 30 LINTELS(SUPPORTING MASONY WALLS) U600
responsibility for construction coordinating with these plans,nor responsibility for foundation and slab-on-grade,15 inches in masonry block foundations,or lapped under NAIL NAIL STAIRS 40
construction means,methods,techniques,sequences,or procedures,or for safety the plate and nailed in accordance with table 3.3b.When steel straps are lapped under the JOINT DESCRIPTION NOTES ROOF GROUND SNOW LOAD 20
precautions and programs in connection with the work.There are no warranties for a bottom plate,3 inch square washes shall be used with the anchor bolts.Anchor bolt QTY. SPACING
specific use expressed or implied in the use of these plans. spacing is to be spaced and sized in accordance to table 3.2a.In addition to spacing, TOP PLATE TO PER FACE NAIL EXPOSURE CATEGORY (DESIGNED FOR EXPOSURE C) w
P P P P P g P P al 2-16d COMMON LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION
anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all TOP PLATE FOOT SEE NOTE:1
5).Refer to the Window and Door schedule for exterior openings. corners. TOP PLATES AT 4-16d COMMON JOINTS FACE ROOF-FOUNDATION DETAIL PAGE&GENERAL NOTE PAGE
W
INTERSECTIONS EA.SIDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE
6).The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5).TYPE I EXTERIOR SHEARWALL CONNECTIONS: STUD TO 24" FACE
or exceeds manufacture's specifications and applicable codes. Type I exterior shear walls with a minimum of 7/16 inch wood structural panel on the exterior 2-16d COMMONEGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE
STUD O.C. NAIL S m.:
attached with d common nails at 6"o.c.at the panel des and 12"o.c.in the field and
Y
W
8 c P edges FIRE PROTECTION SMOKE ALARMS TO COMPLY WITH NFPA 72 AND NYS R314 NYS. Q+ O
7).The General Contractor is to consult with the owner for all built-in items 1/2 inch gypsum wallboard on the interior attached with 5d cooler nails at 7"o.c.at panel HEADER TO 16d COMMON 16"O.C. FACE SMOKE&CO2 DETECTORS CARBON MONIXIDE ALARMS TO COMPLY WITH R315 NYS. >
such as bookcases,shelving,pantry,closets,trims,etc. edges and 10"o.c.in the field shall be in accordance with the length requirements specified HEADER ALONG EDGES NAIL
in table 3.15a-b. TOP OR BOTTOM 2-16d COMMON PER 2x4 STUD END TRUSS DESIGN N/A-STANDARD STICK FRAME CONSTRUCTION r3
8).Wind load requirements shall be taken into account during construction. PLATE TO STUD 3-16d COMMONPER 2x6 STUD NAIL ENERGY CALCULATIONS 2020 ENERGY CONSERVATION CONSTRUCTION CODE NYS 19 NYCRR PART 124 W Z
6).TYPE 11 EXTERIOR SHEARWALL CONNECTIONS:
BOTTOM PLATE TO:
FOUNDATION NOTES: Type II exterior shearwalls shall meet the requirements of table 3.15a-b times the appropriate PER length adjustment factors in table 3.16. FOOT SEE F NOTE:1,2
ACE NAIL CLIMATIC & GEOGRAPHIC DESIGN CRITERIA n FLOOR JOIST,BAND JOIST, 2-16d COMMO A Q
1).The General Contractor and Mason to review plans,elevations,details and notes to END JOIST OR BLOCKING GROUND WIND SEISMIC FROST WINTER ICESHIELD
determine intended heights of finished floor(s)above typical grade. 7).INTERIOR SHEARWALL CONNECTIONS: FLOOR FRAMING: SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT FLOOD
HAZARDS
Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED C)
2).All footings to rest on undisturbed(virgin)soil. F-+
interior shearwalls are used.Sheathing and connections shall be in accordance with JOINT DESCRIPTION NAIL NAIL NOTES V!)
2.4.4.2 and 2.2.4 respectively.
QTY. SPACING 20 PSF 130 6 SEVERE 3 FT. MODERATE SLIGHT TO MODERATE 00 17 NONE �
- C:)3).Provide 1/2"expansion joint material between concrete slabs and abutting JOIST TO: PER TOE TO HEAVY
concrete or masonry walls occuring in exterior or unheated interior areas. 8).CONNECTIONS AROUND EXTERIOR WALL OPENINGS: SILL,TOP PLATE OR GIRDER 4-8d COMMON JOIST NAIL O Cn
Header and/or irderconnectionsshallbeattachedwithu lift connections in accordance ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: cv
g P BRIDGING EACH TOE 4).Any new concrete walls being attached to existing concrete structure shall e'-8d COMMON NAIL SPACING NAIL SPACING AT INTERMEDIATE
BLOCKING EACH TOE
with table 3.5.Window sill plates shall be have steel connectors in accordance with table TO JOIST END NAIL SHEATHING LOCATION NOTES
be installed with#5 re-bar,18"long at 12"o.c..Use approved epoxy for installation. 3.5. AT PANEL EDGES SUPPORTS IN THE PANEL FIELD
5).Unless otherwise noted,all slabs on grade to be 3000 s.i..Concrete to be :-8d COMMON4'PERIMETER EDGE ZONE 8d COMMON 6"O.C. d COMMON 6"O.C. SEE NOTES:1,3 g P• TO JOIST END NAIL @ @
poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing.Interior slabs 9).CATHEDRAL CEILING ASSEMBLY: SEE NOTES 1 BOTH FIELDS
to be minimum 3-1/2 inch thick.All fill to be compacted to 95%relative density with Where a ridge is to be used as a structural beam,the rafters shall either be notched and BLOCKING TO: EACH TOE INTERIOR ZONE 8d COMMON 6"O.C. d COMMON 12"O.C. ( )
P tY 3-16d COMMON. @ @ NOTE:2 FOR PANEL FIELD
6"maximum lifts(layers). anchored on top of the beam or slope connectors shall be attached to each rafter-to-ridge SILL OR TOP PLATE BLOCK NAIL
6).Crawl spaces to be provided with a minimum 18"x24"access opening.Install one
along the open ceiling part of the building.Connections to the ridge and wall shall be be LEDGER STRIP EACH FACE GABLE ENDWALL RAKE AND RAKE TRUSS 8d COMMON @ 4"0. 8d COMMON @ 4"O.C. SEE NOTES:1.3
3-16d COMMON
attached with the above requirements. TO BEAM JOIST NAIL CD8x16 cast iron foundation vent for every 150 sq.ft.of area. r••I
PER TOE NOTES
DECK AND COVERED PORCH NOTES: 3-8dCOMMO N
JOIST ON LEDGER v
7).Dampproof exterior of foundation with bituminous coating as required by current TO BEAM JOIST NAIL O
THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. co N u
N.Y.S.Residential Construction Code.A 6-mil polyethylene film shall be applied over 1).Unless otherwise noted,all framing material to be#1 ACQ pressure treated lumber. BAND JOIST PER END a` n +
the below grade portion of exterior walls prior to backfiillin All fasteners,hangers and anchors to be alvinized or stainless steel. 3-16d COMMONX
g P P g• g g TO JOIST JOIST NAIL Ln v
1).For roof sheathing within 4 feet of the perimeter edge of the roof,including 4 feet on each side of the roof peak, O rt� .�
,
8).Drainage as required by current N.Y.S.Residential Construction Code. 2).Girders for deck joists to be bolted to each post with washers and nuts. BAND JOIST TO: PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used. Po C;" m OSILL OR TOP PLATE 2-16d COMMONFOOT SEE NOTE:1 r ¢+
Girders on concrete piers shall be anchored with proper steel connectors anchored 2).Tabulated 12 inch o.c.nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49. O X O to
FRAMING NOTES into concrete with a minimum 1/2"dia x 7"long anchor bolt with washers and nuts.
For framing members with<0.42<G<0.49,the nail spacing shall be reduced to 6 inches o.c. z
1).All framing techniques and methods as prescriptive design of current SBC High Wind 3).Posts supporting girders shall be anchored to a 12"x12"xl2"thick concrete footing. JOINT DESCRIPTION NAIL NAIL U
Ln v oq a)
Edition Wood Framing Construction Manual. Use a minimum 1/2"dia x 8"long anchor bolt with washers and nuts.Footings Shall be 3 ft. QTY. SPACING 3).Tabulated 4 inch o.c.nail spacing assumes sheathing to rafter/truss framing members with G>0.49.For �Oy e-+
below grade.Porches with covered roofs shall have 12"dia.concrete piers for the girders. AS PER TABLE 3.8 framing members with 0.42<G<0.49,the nail spacing shall be reduced to 3 inches o.c.
STRUCTURAL PANEL 8d O ¢,
2).Unless otherwise noted,all framing and structural wood material to be#2+BTR. WFCM-SBC ^� •+�
WALL SHEATHING REQUIREMENTS FOR WIND LOADS: U
Douglas Fir. + n �
4).Deck joists to have blocking at 8'0 o.c.. CEILING SHEATHING:
NAIL SPACING NAIL SPACING AT INTERMEDIATE O
SHEATHING LOCATION NOTES Lr) U
3).Floors,walls,ceilings and rafters to be spaced at 16 inches o.c.unless noted AT PANEL EDGES SUPPORTS IN THE PANEL FIELD Cn M �+
5).A minimum of 10 inch flashing shall be installed between the building and ledger. NAIL NAIL U)
otherwise. JOINT DESCRIPTION It
Ledger to be fastened to building with 1/2"dia.bolts with washers and nuts QTY. SPACING SEE NOTES:1,3(BOTH FIELDS) 00 (U -Q
4'EDGE ZONE 8d COMMON @ 6"O.C. d COMMON @ 12"O.C. N � v
where needed. NOTE:2 FOR PANEL FIELD t
4).Unless otherwise noted,all bearingwall headers to be 2)2x10#2+BTR.Doug.Fir. GYPSUM 7" O.C.EDGE O W
( g 5d COOLERS
Bearing wall headers to have(2)jack studs and(2)full length studs on each side of all 6).Concrete piers shall be a minimum 6"above grade. WALLBOARD 10"O.C.FIELD INTERIOR ZONE 8d COMMON @ 6"O.C. 8d COMMON @ 12"O.C. SEE NOTE:3
('-
openings.LVL headers to have(3)jack studs and(2)full length studs on each side of WALL SHEATHING:
openings.Bearing wall window sills shall also have(2)window sill plates for 2x4 wall 7).All joists to be supported with hangers and anchors.Each Joist shall also be anchored NOTES
openings between 41 and GO and 2x6 wall openings between 511 and 89.Provide fire
to girder(s). JOINT DESCRIPTION NAIL NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY.
and blocking where applicable. QTY. SPACING �
8).Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL 8d COMMON AS PER TABLE 3.9 1).For wall sheathing within 4 feet of the corners,the 4 foot edge zone attachment requirements shall W
5).All flush beams headers to be installed with heavy duty galvanized hangers and PANELS WFCM-SBC
anchors where applicable to all connecting joists. PLUMBING NOTES 7/16"OSB 6d COMMON3"O.C.EDGE be used.
6).Double up floor joists under walls that run parallel to the floor joist and under bathtu s. 1).All water supply,drainage and venting to be installed as per N.Y.S.Residential PLYWOOD 6"O.C.FIELD 2).Tabulated 12 inch o.c.nail spacing assumes sheathing attached to stud framing members with VO
Floors to have ceramic tile installed shall be verified for proper load capacity unless noted Construction Code. GYPSUM 5d COOLE25 7" O.C.EDGE G>0.49.For framing members with 0.42<G<,the nail spacings shall be reduced to 6 inches o.c. 0
on plans. WALLBOARD 10"O.0.FIELD 3 .For exterior panel siding, alvinized box nails shall be permitted to be substituted for common nails. U0
7).Provide 2-1-3/4"thick microlams(height to match floor joists)around stairwell and/ r 2).Verify septic system with the Engineer for Suffolk County Health Department approval. FLOOR SHEATHING: ) p g g P
other access openings unless otherwise noted(typical).
3).If wall studs,plates or joists are cut out during installation for any plumbing related work, NAIL NAIL
provide adequate bracing and plates to protect and secure the structure.Vera with JOINT DESCRIPTION QTY. SPACING N
8).Dormers running up roof rafters are to be supported by double rafters on either side P q g P P Verify th the 1).PROVIDE 5/B"TYPE-X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. _
state code and manufacture's recommendation for maximum hole size and spacing permitted. 2).USE SIMPSON HANGERS AND ANCHORS WITH Z•MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ.
where applicable unless otherwise noted. P g P STRUCTURAL PANELS 6"O.C.EDGE EGRESS OPENINGS MIN.5.0 SQ GRADE FLOOR 3).INSTALL 1-Cot DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR.
HVAC SYSTEM NOTES 1"OR LESS 8d COMvtO 12"O.C.FIELD (5.7 SQ.FT.2ND.FLOOR)
9).Provide blocking/bridging in floor joists at 8'0 o.c..Use solid blocking in floor joists MIN.44"SILL•AFF Qt
under all bearing walls. 1).Mechanical subcontractor is responsible for adhearing to all applicable codes and safety NOTES: NYS Residential Code providR302.ed
1- cut o OCKING REQUIRED
Fireblocking shall be provided to cut off all concealed draft openings(both vertical and horizontal)
requirements. NOTE: and to form an effective fire barrier between stories,and between a top story and the roof space. P4
10).Provide insulation baffles at eave vents between rafters.Install draft blocking at THESE NOTES ARE ONLY TO BE REFERRED TO IF CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY Fireblocking shall be provided in wood-frame construction in the following locations. r 1
needed. 2 V subcontractor is to u coordinate a system data and requirements with the MENTIONED IN SCHEDULE NOTES ONLY. EXISTING CONDITIONS.MINIMUM 3000#CAPACITY. ply
)•HVAC fully di all Y q 1).In concealed spaces of stud walls and partitions.Including furred spaces,at the ceiling and Floor
equipment supplier. levels.Concealed horizontal fumed spaces shall also be fireblocked at intervals not exceeding 10 \/
11).Unless otherwise noted,all roofs and walls to have a minimum 1/2"thick,4-ply Fir feet.Batts or blankets of mineral or glass fiber shall be allowed as Fireblocking in walls constructed W
1).Nailing requirements are based on wall sheathing using parallel rows of studs or staggered studs. 94
CDX exterior sheathing grade plywood.Plywood to cover over plates and headers. 3).HVAC subcontractor to provide final system layout drawing and submit it to the General nailed 6"on-center at the panel edge.If wall sheathing SOIL COMPACTION:
Contractor and owner for final review and approval. is nailed 3"on-center at the panel edge to obtain higher 1).NEW FILLTO BE CLEAN OF ORGANIC MATERIAL.CONTRACTOR 2).At all interconnections between concealed vertical and horizontal spaces such as occur at soffits,
12).Unless otherwise noted use 3/4"thick T&G PTS Fir or Advantech plywood subfloor TO VERIFY EXISTING SOIL CONDITIONS PRIOR TO FILL. drop ceilings and cove ceilings. P4
adhered with PL400 adhesive and screwed to floor joists.Finished floor to be installed ELECTRICAL NOTES: shear capacities,nailing requirements for structural REMOVE AND ADD ADDITIONAL FILL AS NEEDED.
members shall be doubled,or alternate connectors, 3).In concealed spaces between stair stringers at the top and bottom of the run.Enclosed spaces
over subfloor as per manufacture's instructions. such as shear plates,shall be used t7 maintain load path. 2).COMPACTION OF NEW FILL SHALL BE AT LEAST 95%PROCTOR under stain shall comply with current N.Y.S.Residential Code. A :
1).All electrical to be installed as per N.Y.S.Residential Construction Code. DENSITY(PER ASfM D 698 AND ASTM D 1557). COMPACT THE
13).All bathroom walls to have 1/2"thick moisture-resistant sheetrock.Garage walls and SOIL AT 12"LIFTS(TYPICAL).CONTRACTOR TO HAVE FILL 4).At openings around vents,pipes and duds at ceiling and floor level.to resist the free passage of
ceilings and over furnace to have 5/8"thick type-x sheetrock.All other parts of building 2).All electrical work shall be approved by a qualified Underwriter. 2).When wall sheathing is continuDus over connected TESTED BY A PROFFESSIONAL AGENCY FOR COMPACTION. flame and products of combustion.
to have regular 1/2"sheetrock.All walls to be taped and finished. members,the tabulated number of nails shall be permitted 3).DO NOT BACKFILL UNTILL FIRST FLOOR DECK CONSTRUCTION, 5).For the fireblocking of chimneys and fireplaces,as required by current N.Y.S.Residential Code.
3).All electrical work to comply with 2014 NEC. to be reduced tol-16d nail per foot. INCLUDING SUBFLOOR.IS COMPLETE.
14).All roof with a pitch less than 4:12 shall be installed with an Ice&Water barrier or
approved equal.Flat roofs shall be applied with a Fiberglas base sheet with an EPDM 4).Install Smoke detectors and Carbon Monoxide detectors throughout as per section R314
torch down type material over. and R315 of IRC.
y+
DRAWN:
16).All sill plates and wood in contact with concrete to be pressure treated.Sill plates to EXTERIOR FIBERGLASS COLUMNS TO BE HB&G }��". e'1 ` SCALE:
be installed with a foam sill gasket and cop-r-tex termite shield or approved equal. OR APPROVED EQUAL.INSTALL WITH CAP .'i" '!� J✓ 1 4
AND BASES.USE WITH FLASHING CAPS TO �, JOB$R:
COVER TOP 9/19/2022
SHEET NUMBER:
511 f
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ELECTRICAL LEGEND ELECTRICAL LEGEND
SINGLE POLE CEILING MOUNT
DECORA SWITCH $ CHANDELIER •O+ W
3-WAY CEILING MOUNT a
DECORA SWITCH 3 PENDANT
4-WAY
DECORA SWITCH �4 UNDER CABINET �
LIGHTING
SINGLE POLE CEILING MOUNT
DIMMER SWITCH FLOURESCENT LIGHT ® r
3-WAY v
DIMMER SWITCH CEILING MOUNT
EXHAUST FAN
HINGE SWITCH HS fTl
_ GARAGE OPENER CEILING FAN
________ __ SWITCH UUU["'7
120v OUTLET N GARAGE DOOR
DECORA iljl OPENER120E FLOORSMOKE DETECTOROUTLETTW3046-3 111
120v GFCI CARBON MONIDETECTOR
DE
DECORA OUTLET DEFECTOR
Hill COMBINATION
i I n I I I 120E wl EXT. A
111,1 � SMOKE/CO DETECTOR
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OUTLEf w/WP BOXWIRED
1 , IWALL MOUNT DOOR BELL•-------7 -------+ C-------------- -- ----]'IIII -___-- ---'-- LIGHT FIXTURE
/ 111 I1 CEILING MOUNT WIRED
BATH r
1 1
1 I LIGHT FIXTURE THERMOSTAT
1 1
,1 1 I ` IIII I RECESSED CEILING WIRED CABLE TV
' , 1 -- 11 I I I /i 1'1E CONNECTION
, , ? LIGHT FIXTURE �,1�
1 , nnl
CEILING MOUNT WIRED TELEPHONE
(� C� Cl TRACK LIGHTING CONNECTION Q W
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EXTERIOR MOUNT 9Q CONNECTION i
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n n l / I -1 SPEAKER v
PORCELAIN LIGHT
If✓ I NOTE
in i / � _ _ 1 I✓I 1 ELECTRICAL PLAN FOR BIDDING PURPOSE ONLY.PROVIDE ALLOWANCE FOR
FIXTURES FOR OWNERS.OWNERS TO CHOOSE MANUFACTURE AND MODELS. a
ELECTRICIAN AND GENERAL CONTRACTOR TO SCHEDULE WITH OWNER O
`� II II IIIII II II
A WALKTHROUGH FOR FIXTURE TYPES,STYLES,ELECTRICAL SERVICE BOX,
i ,I 11 / IIIII 11 11 OUTLET AND SWITCH LOCATIONS,etc. � Q
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TW3046-2 �j
2ND. FLOOR PLAN - ELECTRICAL -
SCALE: 1/4" = 1'-0" �
1ST. FLOOR PLAN - ELECTRICAL
SCALE: 1/4" = 1'-0"
'4I ,n.•4
�,r DRAWN:
>�a '' � � ►,� -l� "1� �`� SCALE
'64 xr �," t 1 � � JOB#:
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9/19/2022
�I4A4 4 SHEET NUMBER:
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