HomeMy WebLinkAbout49983-Z ' TOWN OF SOUTHOLD
,A BUILDING DEPARTMENT
TOWN CLERK'S OFFICE
w 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#: 49983 Date: 11/2/2023......._......
Permission is hereby granted to:
Gouachon, Arnaud
95 Lexington Ave #1 D
Brooklyn, NY 11238
To: Construct an accessory pool house/cabana with an outdoor shower to an existing
single-family dwelling as applied for.
At premises located at:
7105 Main Ba iew Rd Southold v
_.._ ........... ........ ................................ ._
SCTM #473889
Sec/Block/Lot# 78.-7-32.11
Pursuant to application dated 9/.29/2023 and approved by the Building Inspector.
...... .....
To expire on mm 11/1/2024. w_
Fees:
ACCESSORY $300.00
CO-ACCESSORY BUILDING $100.00
Total: $400.00
A'�)—
....__-......_... .m_ ...
Building Inspector
TOWN OF SOUTHOLD—BUILDING DEPARTMENT
Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959
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Telephone (631) 765-1802 Fax(631) 765-9502 ht(i ;��'�v�tnr�,�.���tl�l�o(t(toAttMLM
Date Received
APPLICATION B BUILDING PERMIT
For Office Use Only _J�
PERMIT N0. Building Inspector: P
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Applications and forms must be filled out in their entirety. Incomplete
applications will not be accepted. Where the Applicant is not the owner,an
Owner's Authorization form(Page 2)shall be completed.
Date:august 25, 2023
OWNER(S)OF PROPERTY:
Name: SCTM#1000-
Marine Soussan, Arnaud Gouachon
Project Address:7105 Main Bayview Road Southold NY 11971
Y i
Phone#:646-275-2447 Email:soussanmarine@gmaii.com
Mailing Address:7105 Main Bayview Road Southold NY 11971
CONTACT PERSON:
Name:Clay Coffey, Margot Coffey
Mailing Address:430 Main Street, 2nd floor, Greenport NY 11944
Phone#:347-276-6093 Email:margot@isaac-rae.com, clay@isaac-rae.com
DESIGN PROFESSIONAL INFORMATION:
Name:
Isaac-Rae Studio - Margot & Clay Coffey
Mailing Address:430 Main Street, 2nd floor, Greenport ny 11944
Phone#:347-276-6093 Email:margot@isaac-rae.com, clay@isaac-rae.com
CONTRACTOR INFORMATION:
Name:
Mailing Address:
Phone#: Email:
DESCRIPTION OF PROPOSED CONSTRUCTION
®New Structure iRAd ition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project:
❑Other wee
Will the lot be re-graded? E]Yes ®No Will excess fill be removed from premises? ❑Yes RNo
1
PROPERTY INFORMATION
Existing use of property:single family residence Intended use of property:Single family residence
Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to
R-40 this property? ❑Yes ®No IF YES, PROVIDE A COPY.
@ (heck Box After Reil d� rig The owner/contractor/design professional is responsible for all drainage and storm water Issues as provided by
Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone
Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings,
additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code,
housing code and regulations and to admit authorized inspectors on premises and in building(s)for necessary Inspections.False statements made herein are
punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law.
"Clay r ey .. II I Autho Of sent Downer
Application Submitted By(print na Y iced ,
"; Datew
Signature of Applicant: '°'
CONNIE D.BUNCH
STATE OF NEW YORK) `" Notary Public,State of New York
SS: No. 01 BU6185050
Qualified in Suffolk County
COUNTY OF
Commission Expires April 14,2M�
being duly sworn, deposes and says that(s)he is the applicant
(Name of individual signing contract)above named,
(S)he is the
(Contractor,Agent,Corporate Officer, etc.)
of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this
application;that all statements contained in this application are true to the best of his/her knowledge and belief;and
that the work will be performed in the manner set forth in the application file therewith.
Sworn before me this
A: day of�%� 20_
Notary Public
ROPI wR lila OMINER Au r Iii 0 R I ZAI.IO
(Where the applicant is not the owner)
Marine Soussan &Arnaud Gouachon Iresiding at,7105 Main Bayview Road Southold,
do hereby authorize Clay Coney,, Margot C ffayto apply on
my behalf to the Town of Southold Building Department for approval as described herein.
Owner's Signature Date
Arnaud Gouachon, Marine Soussan
Print Owner's Name
2
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NO SEPTIC OR WELL VISIBLE
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;`I' a;,§ . DRAWING ISSUE
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NO. DATE ISSUED FOR
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'y FEMA NOTE �• 4
,i, SYMBOL LEGEND t� :.,;. SOUTHOLD NY 11971
FL OD HAZARD AREA. NO CHANGES ARE BEING MADE TO THE ,.. '�'' 5
THE PROPERTY IS NOT IN THE SPECIAL O , ;yy. P' " w yy .rt
t °I 7: 'ha ,9 <,, .} ,4, e F' y,rey ke- 'R` 6
+ ' FLOOD ELEVATIONS. ' a 3`
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SCTM# 11
,r 1 SECTION NUMBER - DOOR NUMBER ' _ g,� ."
1 a` s},.; x 3"e�.�.< > .:;r ;",; u^., .e �, w. �,'�," a. a<<.s.•, -,t, 8
- SWEET NUMBER (SEE DOOR SCHEDULE) a= �:. r,; ,4.` '
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d 51 =,a'`s' -„�, < ;` `• �.°;:'.' >¢: py. ^ ,, ;,4:�•- •8" �a,`"w,�.• ° :-:,"<, ^•'•�`;.�� :"' �,;CS'.'°'3] y X*>",� ` (�
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ENERGY CODE STATEMENT OF
COMPLIANCE 4,. *. ` x, �N. A�.; ,_:. a couNTY
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A a:k k SUFFOLK 10
T THE PROPOSED BUILDING IS ,. " <°'a11
THE BEST OF MY KNOWLEDGE BELIEVE AND PROFESSIONAL JUDGMEN .11 '
wINAOw NUMBER TQ 'r.
1 - :-pmt. .• "s:`.. a .`s .,>~';,.M1., '`\.`°, of". A'.rzl ..','_�' m .> .s�s":h` _
-- ;At INDICATOR 1 P VIDED IN THIS �..,,. :.: .:, . & , ..:_::>.:..'::;'°':.' . .,< ;F wr.: y,:. .",_' ., UMBER 1000 078.00-07.00-032.011
DETAIL f IN COMPLIANCE WITH NYS 2020 ENERGY CODE. RESCHECK ENERGY ANALYSIS IS ALSO RO sy r r.., u „„ ";,, ,° TAX MAP N 12
(SEE WINDOW SCHEDULE) , , "# ,.m,
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SUBMISSION
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FOR CONSTRUCTION >; .
L CONDITIONS OF THE CONTRACT <Y...
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DATE
REVISION
'�.' �i� < SIGN
S1 SHEET NUMBER THE 2020 INTERNATIONAL BUILDING CODE AND k� ,,:; ,11:, .,_,,< 0' �=,�,i . {I
1.ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF `
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E t ::« ;.•^...'.. ,, ,, .. .. ,. ;' ,..�. LOT 2
MPLY WITH 2020 SUPPLIMENTAL REQUIREMENTS AND THE BEST TRADE PRACTIC S. ,: ��:, ;; .:, , ' ,;. , ,,, , ,„;, ,{r' ` 3
WILL CO \ �,.. ;:x: ,`:° � . .
"'-- 2.CONTRACTOR SHALL BE HELD TO HAVE VISITED AND EXAMINED THE PROJECT SITE BEFORE
. ,'. : .�� r , �\�":::. :iK :\:a� ;�... 3 �a'a, ,:ay,tz•:?x• .. a.:. >,q' ma;�p m:, �'� �,., ..
-:< 2
VI5�ON CLOUD MARKER
RE w
1 - ouDMARKER I TIN CONDITIONS RELATING TO THIS ;`.. :'I?<> ;:' .°.. .' .:;\,. >:;_°.� . ._ ,. .:: I `� ;� '_'x NUMBER OF FLOORS 2 3
, DETAIL CL SUBMITTING HIS PROPOSAL SO AS TO FULLY UNDERSTAND ALL EX S G ,, , \\\, ,.,,,.,; o- qJ, x
t'6. , .:...:,i', \\ 'ms`s ;+>.. s " .'. ,�� ��; ` @&, :H � ,k ,s:`'
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WORK.THE NATURE AND SCOPE THEREOF AND THE FEATURES AND DIFFICULTIES THAT WILL AFFECT ITS \ ; : ,' : . '.-.¢ 4
EXE TION. NO ALLOWANCE SHALL BE MADE FOR ANY EXTRA AND/OR MATERIALS REQUIRED OR FOR 'f t LOT AREA .92 ACRES OR 40,001 SOFT
CU \ `�'t \<�:' •` Fa..,, y,± '�' tt. _ �' 'h - - !' .: >;a<; t - F. `,4, X"F ..d'`.s.,! A
DIFFICULTIES WHICH WOULD HAVE BEEN FORESEEN HAD THE REQUIRED INSPECTIONS BEEN MADE.THE �. ^'"' , 5
+o.o LINE INDICATING . ;'`
4,,
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OBJECTS ABOVE CONTRACTOR SHALL TAKE ALL NECESSARY MEASUREMENTS FOR HIS WORK AT THE SITE. VERIFY ALL � " f {''.:, 0 6
LEVEL INDICATION �- ,'� „p ;, ;� ALLOWABLE BUILDING COVERAGE 8,000 SOFT OR 20/o
`" Note: o'-o"_+ NDITIONS AND REPORT ANY DISCREPANCY IN DIMENSIONS OR EXISTING CONDITIONS TO THE �• 'S: „$;; b": r " I` 7
�'
+o.D LINE INDICATING ` ` •.,,,'gy a " ": $z : 4 4 EXISTING ROOFED BUILDING COVERAGE 2
ARCHITECT. m. ;.';: �`' _,, . .,:, ;,.a ,> •; '' ":>a .:.. F..s« + a Wit: �..° b
os�ecrs BELOW ;.. , v ., K,..A ,300 SOFT 8
3.THE CONTRACTOR SHALL NOT COMMENCE WORK UNTIL A KICK OFF MEETING HAS BEEN HELD AT THE ' ° _ ,, `,z
,y by ?,.,,}�'gv@,Y�fn+ .,der++yp''R. W' .`r'"2`'': :1:i P.
,j,, 6�y t���`�e ,'g��,` .., .,. .7,.�y,� :� ��..W 3$.c <:'\\ ', ° . ,. .`Y+r.-. ,,:. ':�:4.'.,1: J.ti..-,,.-:. ',.n'
i. $ 8 M L•, e+ K 9
PROJECT SITE WITH THE OWNER AND ARCHITECT.THE ., 'p �`� �, , , a<�_= ., + '�.%, .` � Y,;, PROPOSED BUILDING COVERAGE 3,732 SOFT 10
. t 1 WALL TYPE A - CABINET MARKER * ^*4 ""
PURPOSE OF THIS MEETING IS TO REVIEW THE PLANNED WORK AND TO ENSURE THAT THE WORK IS , tip." :'°� �" a ,.;'
7 ll:` „a•. '. ' ALLOWABLE GFA 5 100 SQFT 11
DONE IN ACCORDANCE WITH THE APPROVED PLANS. _ � _- , } _ 'w ,
" o-.. �., Via.`w11
4. BEFORE COMMENCING WORK, THE CONTRACTOR SHALL FILE ALL REQUIRED CERTIFICATES OF1> .� ` , "` ` x�"'° "s �w '^ 12
w , \ �, ,, .+F.k'"4;:"' - 4' '. ,,Y, 4�,, ..,x,.5'�i s ,. �,, , -k .> b,, g-
INSURANCE WITH THE DEPARTMENT OF BUILDINGS, OBTAIN ALL REQUIRED PERMITS,AND PAYALL FEES s= '
:; ix . , ",\_\ a ,. ,, ..a ::,'.,._. EXISTING GFA 2,200 SOFT
''`; REQUIRED BY GOVERNING NEW YORK CITY AGENCIES. i< `'"' "'` '''"�'�' �'' '
Q .k'_,;p•, ,<, - ,' .�x r rl. },'�' v >; '; THIS APPLICATION IS APPROVED ONLY FOR WORK
NT .THE v: �Y , t�^ 11� t ., s., ; >.; ,:A« ;
DRAWING ISSUE
NO. DATE ISSUED FOR
1 10/30/2019 SOUTHOLD TOWN TRUSTEES
GENERAL NOTES : 2
PLAN CONTENTS' 3
NAILING SCHEDULE 4
CONSTRUCTION NOTES: WIND FRAMING NOTES ROOF FRAMING: OCCUPANCY CLASSIFICATION R-40 RESIDENTIAL 5
1). The information within this set of construction documents is related to basic design 1). RIDGE-TO-RAFTER ASSEMBLY: NAIL NAIL BUILDING USE SINGLE FAMILY RESIDENTIAL DWELLING 6
JOINT DESCRIPTION NOTES (SEE ELEVATIONS) 7
intent and framing details. They are intended as a construction aid , not a substitute 1-1/4" x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. QTY. SPACING BUILDING HEIGHT 8
'for generally accepted good building practice and compliance with current New York When a collar tie Is used in leu of a ridge strap, the number of 10d common nails required RAFTER TO 8'WALL:3-8d COMMON EACH
State building codes. The General Contractor is responsible for providing standard in each end of the collar tie need not exceed the tabulated number of 8d nails in the strap. TOP PLATE 10'WALL:4-8d COMMON RAFTER TOE-NAIL TOTAL SQ. FT. OF CONSTRUCTION (SEE PLANS)
construction details and procedures to ensure a professionally finished, structurally 10
CEILING JOIST 8'WALL:3-8d COMMON EACH 11
sound and a weatherproof completed product. 2). RAFTER-TO-WALL ASSEMBLY: TOE-NAIL 1 w 2
Lateral framing and shear wall connections for rafter, ceiling or truss to top plate shall be in TO TOP PLATE 10'WALL:4-8d COMMON JOIST DESIGN CRITERIA SUPPLEMENT: 12
2). The General Contractor is responsible for ensuring that all work and construction accordance to table 3.3. When a rafter or truss do not fall in line with studs below, rafters CEILING JOIST TO As PER TABLE 3.7 EACH FACE
DRAWING REVISIONS
A meets current federal, state, county and local codes, ordinances and regulations, etc. or trusses shall be attached to the wall top plate and the wall top plate shall be attached to PARALLEL RAFTER WFCM -SBC LAP NAIL FRAMING ELEMENTS AS PER FLOOR PLANS, CROSS SECTION AND GENERAL NOTES
These codes are to be considered as part of the specifications for this building and the to the wall stud with uplift connections. Roofs overhanging the rake side of the buildingCEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE EXT. BALCONIES 60 NO. DATE REVISION
+' should be adhered to even if in variance with the plan. shall be connected with uplift connections in accordance with table 3.3c. OVER PARTITION WFCM - SBC LAP NAIL 1
E 40
Dimens ions shall take precedent over scaled drawings. 3). WALL-TO-WALL ASSEMBLY: COLLAR TIE AS PER TABLE 3.4 EACH FACE 2
ATTICS w/o STORAGE 10 3
DO'',NOT'SCALE DRAWINGS;►. Wall studs above and studs below a floor level shall be attached with uplift connections in TO RAFTER WFCM -SBC END NAIL
r ( .. ATTICS w/ STORAGE 20 4
accordance with table 3.3b. When wall studs above do not fall in line with studs below, the BLOCKING EACH TOE DESIGN LOAD CALCULATIONS 5
2-8d COMMON ROOF (GROUND SNOW LOAD) 20
'The architect has not been engaged for construction supervision and assumes no studs shall be attached to a common member in the floor assembly with uplift connectors in TO RAFTER END NAIL (LIVE LOADS PSF) 6
11' ,te8ponsibilityfOr construction coordinating with these plans, nor responsibility for accordance with table 3.3. ROOMS (OTHER THAN SLEEPING) 40
RIM BOARD EACH END 7
construction means, methods, techniques, sequences, or procedures, or for safety 2 - 16d COMMON
TO RAFTER END NAIL ROOMS (SLEEPING) 30 g
procauti s and programs in connection with the work. There are no warranties for a 4). WALL ASSEMBLY TO FOUNDATION: STAIRS 40 9
.,'sped is use expressed or implied in the use of these plans. First wall studs shall be connected to the foundation, sill plate, or bottom plate with uplift
WALL FRAMING: 10
connectors. Steel straps shall have a minimum embedment of 7 inches in concrete GAURDRAILS ANY DIRECTION 200
'i 6) `96fer to the Window and Door schedule for exterior openings. foundation and slab-on-grade 15 inches in masonry block foundations, or lapped under JOINT DESCRIPTION NAIL NAIL NOTES (DESIGNED FOR CAT.C) 11
� QTY. SPACING
EXPOSURE CATAGORY
the plate and nailed in accordance with table 3.3b. When steel straps are lapped under the 12
6):Tho General Contractor is to ensure that masonry or prefabracted fireplaces meets bottom plate, 3 inch square washes shall be used with the anchor bolts. Anchor bolt TOP PLATE TO 2- 16d COMMON PER FACE NAIL LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION
TOP PLATE FOOT SEE NOTE: 1 ROOF - FOUNDATION DETAIL PAGE & GENERAL NOTE PAGE
or:oxceeds manufacture's specifications and applicable codes. spacing is to be spaced and sized in accordance to table 3.2a. In addition to spacing, THIS APPLICATION IS APPROVED ONLY FOR WORK
' • ,"': INDICATED ON THE APPLICATION SPECIFICATION SHEET. ALL
' ''' anchor bolts are to be spaced between 6-12 inches from the end of a sill late and all
7.'i�' P p TOP PLATES AT JOINTS FACE
4- 16d COMMON NAILING SCHEDULE SEE GENERAL NOTE PAGE
',4;;; 7):;'`fhe General Contractor is to consult with the owner for all built-in items 5). TYPE I EXTERIOR SHEARWALL CONNECTIONS: INTERSECTIONS EA. SIDE NAIL OTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON,OR .
such'as bookcases, shelving, pantry, closets, trims, etc. EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE TO BE CONSIDERED AS EITHER BEING APPROVED OR IN
t';'�`r';• ;'; Type I exterior shear walls with a minimum of 7/16 inch wood structural panel on the exterior STUD TO 24" FACE m : -
4',''':r`''' attached with 8d common nails at 6" o.c. at the panel edges and 12" o.c. in the field, and STUD 2- 16d COMMON O.C. NAIL FIRE PROTECTION
Sym.:
8). 130 MPH Wind load requirements shall be taken into account during construction. SEE FLOOR PLANS
',r•''. ', 1/2 inch gypsum wallboard on the interior attached with 5d cooler nails at 7 o.c. at panel HEADER TO 16"O.C. FACE SMOKE & CO2 DETECTORS
edges and 10" o.c. in the field shall be in accordance with the length requirements specified HEADER 16d COMMON ALONG EDGES NAILConsultants
: TRUSS DESIGN N/A - STANDARD STICK FRAME CONSTRUCTION
FOUNDATION NOTES
In table 3.15a-b. TOP OR BOTTOM 2- 16d COMMON PER 2x4 STUD END
The General Contractor and Mason to review plans, elevations, details and notes to ENERGY CALCULATIONS RESCHECK
determine intended heights of finished floor(s) above typical grade. 6). TYPE II EXTERIOR SHEARWALL CONNECTIONS: PLATE TO STUD 3- 16d COMMON PER 2x6 STUD NAIL
Type II exterior shearwalls shall meet the requirements of table 3.15a-b times the appropriate BOTTOM PLATE TO:
2). All footings to rest on undisturbed (virgin) soil. PER FACE NAIL CLIMATIC&GEOGRAPHIC DESIGN CRITERIA
length adjustment factors in table 3.16. FLOOR JOIST, BAND JOIST, 2- 16d COMMON FOOT SEE NOTE: 1,2 GROUND WIND SEISMIC FRGS WINTERICESHIELD
3). Provide 1/2" expansion joint material between concrete slabs and abutting END JOIST OR BLOCKING FLOOD
7 INTERIOR SHEARWALL CONNECTIONS: SNOW SPEED DESIGN WEATHERINGLINE TERMITE DECAY DESIGNUNDERLAYMEN HAZARDS
concrete or masonry walls occuring in exterior or unheated interior areas. ) LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED
Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when FLOOR FRAMING:
4). Any new concrete walls being attached to existing concrete structure shall interior shearwalls are used. Sheathing and connections shall be in accordance with NAIL NAIL MODERATESLIGHT TO
be installed with #5 re-bar, 18" long at 12" o.c.. Use approved epoxy for installation. 2.4.4.2 and 2.2.4 respectively. JOINT DESCRIPTION O-rY SPACING NOTES 20 LBS. 130 B SEVERE 3 FT. 11 NONE -
TO HEAVY MODERAT
5). Unless otherwise noted all slabs on rade to be 4 000 s.i.. Concrete to be 3 JOIST TO: PER TOE
g p 8).•8•ONNECTIONS AROUND EXTERIOR WALL OPENINGS: SILL,TOP PLATE OR GIRDER 4-8d COMMON JOIST NAIL
poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing. Interior slabs Header and/or girder connections shall be attached with uplift connections in accordance NOTE:
to be minimum 3-1/2 inch thick. All fill to be compacted to 95% relative density with with table 3.5. Window silllates shall be have steel connectors in accordance with table BRIDGING EACH TOE
6" maximum lifts (layers). p TO JOIST 2-8d COMMON END NAIL CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY EXISTING CONDITIONS. MINIMUM 3000# CAPACITY
6). Crawl spaces to be provided with a minimum 18"x24" access opening. Install one 9). CATHEDRAL CEILING ASSEMBLY: BLOCKING 2-8d CO111111!V101111 EACH TOE
8x16 cast iron foundation vent: for every 150 sq. ft. of area. Where a ridge is to be used as a structural beam, the rafters shall either be notched and TO JOIST END NAIL
anchored on top of the beam or slope connectors shall be attached to each rafter-to-ridge BLOCKING TO: EACH TOE ROOF SHEATHING REQUIREMENTS FOR WIND LOADS:
PP g q Y g P g p g g 3- 16d COMMON NAIL SPACING NAIL SPACING AT INTERMEDIATE'. 7 . Dam roof exterior of foundation with bituminous coating as required b current along the open ceiling art of the building. to the ridge and wall shall be be SILL OR TOP PLATE BLOCK NAIL SHEATHING LOCATION AT PANEL EDGES SUPPORTS IN THE PANEL FIELD
NOTES .
-N.Y.S. Residential Construction Code. A 6-mil polyethylene film shall be applied over attached with the above requirements. LEDGER STRIP EACH FACE
the below grade portion of exterior walls prior to backfilling. 3- 16d COMMON 4' PERIMETER EDGE ZONE 8d COMMON @ 6" O.G. 8d COMMON @ 6" O.C. SEE NOTES:1,3
INSULATION TO BEAM _ _ JOIST NAIL
8). Drainage as required by current 2020 N.Y.S. Residential Construction Code.
JOIST ON LEDGER PER TOE INTERIOR ZONE 8d COMMON @ 6" 0. 8d COMMON @ 12" O.C. SENOTE:2NOTES:1 PANELBOTH FIELD
1. INSULATION TO MEET OR EXCEED NYS ECCC 2016 ENERGY CODE TO BEAM 3-8dCOMNiON JOIST NAIL NOTE:2FOR PANELFIELD
FRAMING NOTES 2. INSULATION TO FOLLOW SPECIFICATIONS AS OUTLINED IN HER'S RATING BAND JOIST PER END GABLE ENDWALL RAKE AND RAKE TRU 8d COMMON @ 4" 0.0. 8d COMMON @ 4" O.C. SEE NOTES:1,3
! 3. VAULTED CEILINGS INSULATED TO R45 OR GREATER 3- 16d corgi:^.�aN
TO JOIST JOIST NAIL
4. ABOVE GRADE WALLS TO BE INSULATED TO R-32 OR GREATER BAND JOIST TO: PER TOE NAIL NOTES
1. . ALL FRAMING TECHNIQUES SHALL MEET THE REQUIREMENTS OF THE 2015 5. FOUNDATION WASLLS TO BE INSULATED TO R-10 OR GREATER 2- 16d COMMON
STATE 017 UNIFORM ENDS BUILDING CODE AND NEW YORK DEPARTMENT OF 6• FRAMED FLOORS TO BE INSULATED TO R-32 OR GREATER SILL OR TOP PLATE ___ FOOT SEE NOTE: 1 THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. Applicant of Record:
''''�'' •, ' STATE 2017 UNIFORM CODE SUPPLEMENT.
' 2. STRUCTURAL LUMBER SHALL BE GREEN DOUGLAS FIR LARCH NO. 2,OR BETTER, 7. SLABS ON GRADE TO BE INUSLATED TO R-10 UNDER SLAB. ROOF SHEATHING: ISAAC - RAE
UNLESS OTHERWISE NOTED ON THE PLANS NAIL NAIL 1). For roof sheathing within 4 feet of the perimeter edge of the roof, including 4 feet on each side of the roof peak,
' 3. FLOORS, WALLS, CEILINGS AND RAFTERS TO BE SPACED AT 16 INCHES O.C. RECOMENED INSULATION AS FOLLOWS JOINT DESCRIPTION Off, SPACING the 4 foot perimeter edge zone attachments required shall be used.
11575 MAIN BAYVIEW RD SOUTHOLD 11971
.�. . UNLESS NOTED
4. UNLESS OTHERWISE NOTED , ALL BEARING WALL HEADERS TO BE (2) 2X10#2+ AS PER TABLE 3.8 T. 347-276-6093 E. cla i
STRUCTURAL PANEL 8d 2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49. y@ saac-rae.com
BTR. DOUG. FIR.BEARINGa WALL HEADERS TO HAVE (2)JACK STUDS AND (2) FULL VAULTED CEILINGS : 2 SPRAYED CLOSED CELL SPRAY FOAM CONTINUOUS WFCM-SBC For framingmembers with <0.42<G<0.49, the nails spacing shall be reduced to 6 inches o.c.
LENGTH STUDS ON EACH SIDE OF ALL OPENINGS. LVL HEADERS TO HAVE (3)JACK INSULATION R6.5 per inch. 9.5" THICK COMFORTBATT THERMAL BATT p g
STUDS AND (2) FULL LENGTH STUDS ON EACH SIDE L OPENINGS. BEARING WALL INSULATION R38 CEILING SHEATHING: ,ALL DESIGNS/DRAWINGS/RENDERINGS AND OTHER DISCLOSURES SET
3). Tabulated 4 inch o.c. nails spacing assumes sheathing to rafter/truss framing members with G>0.49. For FORTH HEREIN ARE THE PROPERTY OF ISAAC-RAE LLC,AND ARE PROTECTED
WINDOW SILLS SHALL ALSO HAVE (2) WINDOW SILL PLATES FOR 2X4 WALL
'OPENINGS BETWEEN 4'1 AND 6'0 AND 2X6 WALL OPENINGS BETWEEN 5'11 AND 8'9. WALLS: 3" SPRAED CLOSED CELL CONTINUOUSE INSULATION R6.5 PER INCH. NAIL NAIL ) p g g g
°. JOINT DESCRIPTION framing members with 0.42<G<0.49, the nail spacing shall be reduced to 3 inches o.c. UNDER THE ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990.
PROVIDE FIRE AND BLOCKING WHERE APPLICABLE. WITH ROCKWOOL R15 3-1/2" FOR TOTAL OF R23
QTY. SPACING IN ACCEPTING THIS INFORMATION YOU AGREE NOT TO REPRODUCE OR
ALL FLUSH BEAMS/HEADERS TO BE INSTALLED WITH HEAVY DUTY GALVINIZED FLOORS: 3" SPRAED CLOSED CELL CONTINUOUSE INSULATION R6.5 PER INCH. CONSTRUCT IT,IN WHOLE OR PART,WITHOUT THE EXPLICIT WRITTEN
HANGERS AND ANCHORS WHERE APPLICABLE TO ALL CONNECTING JOISTS. GYPSUM 5d COOLERS 7„O.C. EDGE
PERMISSION OF ISAAC-RAE ARCHITECTURE
.,6';1,;;', ' DOUBLE UP FLOOR JOISTS UNDER WALLS THAT RUN PARALLEL TO THE FLOOR WITH ROCKWOOL R15 3-1/2" FOR TOTAL OF R23 WALLBOARD 10 O.C . FIELD
rUBS.FLOORS TO HAVE CERAMIC TILE INSTALLED SHALL WALL SHEATHING REQUIREMENTS FOR WIND LOADS:
JOIST AND UNDER BATH
SLABS 3 EXPANED POLYSTYRENE INSULATION FOR R13
BE VERIFIED FOR PROPER LOAD CAPACITY UNLESS NOTED ON PLANS. WALL SHEATHING: NAIL SPACING NAIL SPACING AT INTERMEDIA E
PLUMBING NOTES SHEATHING LOCATION NOTES Proect:
' 7.'' " ', 7 PROVIDE 2- 1-3/4"THICK MICROLAMS ( HEIGHT TO MATCH FLOOR JOISTS) AT PANEL EDGES SUPPORTS IN THE PANEL FIELD
,�,;,.�;:. .:)• NAIL NAIL 1
AROUND STAIRWELL AND/OR OTHER ACCESS OPENINGS UNLESS OTHERWISE 1. All water sl/ I , draina a and venting to be installed as per N.Y.S. Residential JOINT DESCRIPTION
supply, g g p
QTY. SPACING
NOTED (TYPICAL). Construction Code, and shall meet Suffolk Count Health Department requirements 4' EDGE ZONE 8d COMMON @ 6" 0. . 8d COMMON @ 12" O.C. SEE NOTES: 1, 3 ( BOTH FIELDS)
8 ; ',`' `,.; 'PROVIDE BLOCKING/BRIDGING IN FLOOR JOISTS AT 8'0 O.C.. USE SOLID BLOCKING Y p q SOUTHOLD
STRUCTURAL AS PER TABLE 3.9 NOTE: 2 FOR PANEL FIELD
+,'r , ;; ,''„, , W", IN FLOOR JOISTS UNDER ALL BEARING WALLS. as stated on septic permit PANELS 8d COMMON WFCM -SBC
' +,,;`r)•A ;' ":9.•; ;, ,,; PROVIDE INSULATION BAFFLES AT EAVE VENTS BETWEEN RAFTERS. INSTALL 2. Verify septic system with the Engineer for Suffolk County Health Department INTERIOR ZONE 8d COMMON @ 6 0.4. 8d COMMON @ 12" O.C.O.C. SEE NOTE: 3 7105 Main Bayview Rd, Southold, NY 11971
7/16"OSB 3"O.C. EDGE DRAFT BLOCKING AS NEEDED.
approval. 6d COMMON
10 ', ,, .UNLESS OTHERWISE NOTED,ALL ROOFS AND WALLS TO HAVE A MINIMUM 1/2" PLYWOOD 6"O.C. FIELD NOTES
,':"::' , THICK, 4-PLY FIR CDX EXTERIOR SHEATHING GRADE PLYWOOD. PLYWOOD TO 3. 3). If wall studs, plates or joists are cut out during installation for any plumbing related Project No.:
GYPSUM 7 O.C. EDGE
COVER OVER PLATES AND HEADERS. Work,provide adequate bracing and plates to protect and secure the structure. Verify WALLBOARD 5d COOLERS 10" O.0 . FIELD 1). For wall sheathing within 4 feet of the corners, the 4 foot edge zone attachment I R-02
11 ,,' UNLESS OTHERWISE NOTED USE 3/4"THICK T&G PTS FIR OR ADVANTECH
with the state code and manufactures recommendation for maximum hole size and requirements shall be used.
PLYWOOD suBFLooR ADHERED WITH PL400 ADHESIVE AND SCREWED To FLOOR s acin ermitted 2). Tabulated 12 inch o.c. nails spacing assumes sheathing attached to stud framingseal/signature:
+ JOISTS. FINISHED FLOOR TO BE INSTALLED OVER SUBFLOOR AS PER p g p FLOOR SHEATHING: ) p g g
MANUFACTURE'S INSTRUCTIONS. NAIL NAIL members with G>0.49. For framing members with 0.42<G<, the nail spacings shall be
HVAC SYSTEM NOTES
12: ALL BATHROOM WALLS 1 O HAVE 5/8"THICK MOISTURE-RESISTANT SHEETROCK. JOINT DESCRIPTION QTY SPACING
reduced to 6 inches o.c.
13. ALL 1 HR FIRE RATED ASSEMBLYS TO HAVE ONE LAYER OF 5/8"TYPE X SHEET 1). Mechanical subcontractor is responsible for adhearing to all applicable codes and safety 3). For exterior panel siding, galvinized box nails shall be permitted to be substituted for
ROCK AND TO MEET ANSI/UL 263 AND DESIGN NO. U349 requirements. Manual J D S Guide lines to be follow. ALL DUCTS TO BE SEALED AND STRUCTURAL PANELS 8d COMMON 6'O.C. EDGE common nails.
14. ALL ROOFS AND SHEATHING TO BE INSTALLED WITH ICE AND WATER SHIELD, 1"OR LESS 12 O.C. FIELD
HENRY BLUE SKIN OR APPROVED EQUAL. INSULATED Blower Door Test to be performed as required 4). PROVIDE 5/8" TYPE-X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. Eo A�'.,
15. ALL FLAT ROOFS TO BE APPLIED WITH AN EPDM 6MILL MATERIALS 2 HVAC subcontractor is to full coordinate all system data and requirements with the NOTES: ��R cy�*,
16. ALL SILL PLATES AND WOOD IN CONTACT WITH CONCRETE TO BE PRESSURE ) Y Y q 5). USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. 5 PGG�AY
TREATED. SILL PLATES TO BE INSTALLED WITH FOAM SILL GASKETS AND COP-R- manufacturer. THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN 44)
TEX TERMITE SHIELD OR APPROVED EQUAL. 3). HVAC subcontractor to provide final system layout drawing and submit it to the General SCHEDULE NOTES ONLY. 6). INSTALL 1 - CO2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. '
Contractor and owner for final review and approval. 3
pp 1). Nailing requirements are based on wall sheathing nailed 6"on-center at the panel edge. If FIRFRI (�C:KINC, NC�TF�
wall sheathing is nailed 3"on-center at the panel edge to obtain higher shear capacities, nailing
As required b current IBC 2020&2020 NYS Residential Code- FIREBLOCKING REQUIRED
' ELECTRICAL NOTES: requirements for structural members shall be doubled, or alternate connectors, such as shear q Y
plates, shall be used to maintain load path. Fireblocking shall be provided to cut off all concealed draft openings (both vertical and horizontal)and to form an effective fire barrier between
ALL ELECTRICAL TO BE INSTALLED AS PER IBC 202020 2020 NYS RES. CON. CODE stories, and between a top story and the roof space. OF r >GtN:
. ALL ELECTRICAL WORK SHALL BE APPROVED BY A QUALIFIED UNDERWRITER. 2).When wall sheathing is continuous over connected members,the tabulated number of nails Fireblocking shall be provided in wood frame construction in the following locations
shall be permitted to be reduced tot - 16d nail per foot 1). In concealed spaces of stud walls and partitions, including furred spaces, at the ceiling and floor levels. Concealed horizontal furred spaces shall
. INSTALL SMOKE DETECTORS AND CARBON MONOXIDE DETECTORS THROUGHOUT AS also be firebfocked at intervals not exceeding 10 feet. Batts or blankets of mineral or glass fiber shall be allowed as fireblocking in walls constructed
REQUIRED BY IBC 2020 & 2020 N.Y.S. RESIDENTIAL CONSTRUCTION CODE. using parallel rows of studs or staggered studs.
ALL LIGHT FIXTURES TO BE LED OR COMPACK FLUORECENT UNLESS OTHER WISE 2).At all interconnections between concealed vertical and horizontal spaces such as occur at soffits, drop ceilings and cove ceilings.
NOTED 3). In concealed spaces between stair stringers at the top and bottom of the run. Enclosed spaces under stairs shall comply with current N.Y.S.
Residential Code.
3. ALL APPLIANCES TO BE ENERGY STAR QUALIFIED 4). At openings around vents, pipes and ducts at ceiling and floor level,to resist the free passage of flame and products of combustion. Date: Scale:
ALL PLUMBING FIXTURES TO BE WATER SENSE RATED 5). For the fireblocking of chimneys and fireplaces, as required by current N.Y.S. Residential Code. AS NOTED
Drawing Title:
°- GENERAL NOTES
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Drawing No.:
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NOTES
DRAWING ISSUE
\ NO. DATE ISSUED FOR
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7105 MAIN 7
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9
N 10
12
\ 1 \ DRAWING REVISIONS
AIN BAYVIEW ROAD NO. DATE REVISION
2
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=- I ! j \ LOCATION PLOT PLAN 5
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O° -i- -- -:- .._.._.-- -__-- _ _ _ _ ._._..__-- -__---- -- _ _---- 28- 1/2 0 I INDICATED ON THE APPLICATION SPECIFICATION SHEET. ALL
r .............._....__.......................................... ..............._...._.....__._._.._.__._....... ...................... ............................._.......... -- _....._..-..... \ OTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON,OR
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+,. . _.._. ... - - \ Consultants:
15 0
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Surveyor:
51
/2SCALICE LAND SURVEYING
1 S Bay Ave Islip NY 11751
:
:
ZONING ELEVATION
C
\ Structural Engineer:
/811 1 1_011
1 o _._.._..._. _.._ . Alex SpY
rouAES:
` \ \` \\ 630 Fifth Avenue,ng i
GENERAL NOTES SET BACK TYP
Suite 2000
TAX MAP NUMBER1000-078.00-07.00-032.011S FOL
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Y N York
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HER's Rater:
ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL CONFORM TO THE STANDARDS AND VILLAGE SOUTHOLD I \ �'' ,� \ \ \
SPECIFICATIONS OF THE TOWN OF SOUTHOLD AND THE SUFFOLK COUNTY DEPARTMENT OF HEALTH ! \I �`
Tom Baccarella
^, I PROPi=RTY LINE -----�� ~�.,, `��.._ _...................___................................ _.�
SERVICES AS REQUIRED.
BLOCK 7 ��, ` ,\ \ \ \ \ N NY Building Technology Group
2. ELEVATIONS SHOWN ARE BASED ON USGS DATUM (NAVD 1988) 159 Route 25A
3. THE CONTRACTOR SHALL FIELD VERIFY THE LOCATION AND DEPTH OF ALL UTILITIES PRIOR TO THE LOT 32 '\
F WORK.THE CONTRACTOR IS ADVISED ALL SUBSURFACE INFORMATION SHOWN ON
COMMENCEMENTo I \ \ \ Building 1 , Suite B
THESE PLANS IS CONCEPTUAL AND MUST BE INFORMED ACCORDINGLY IN THE FIELD. NUMBER OF FLOORS 2 � I Miller Place, NY 11764
4. A MINIMUM SEPARATION OF TEN (10) FEET HORIZONTAL AND EIGHTEEN (18) INCHES VERTICAL IS TO BE \ ..-........_......._..".\ \ \
MAINTAINED BETWEEN WATER LINES, STORM DRAINAGE AND/OR SANITARY LINES OR STRUCTURES.
LOT AREA 92 ACRES OR 40001 SQFT
" 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SECURING ALL NECESSARY PERMITS BEFORE COMMENCING , I \ \\
' WORK ALLOWABLE BUILDING COVERAGE 8,000 SQFT OR 20%
6. ALL UNSUITABLE MATERIAL AND DEBRIS SHALL BE DISPOSED OF IN ACCORDANCE WITH TOWN, COUNTY, \ TAX LOT 32.11
I
STATE AND FEDERAL LAWS, CODES AND ORDINANCES. CONTRACTOR SHALL BE RESPONSIBLE FOR \I EXISTING REAR DECK _.... .._........-. --.............-.-..... \
300 SQFT `� `� \
: DISPOSING OF ALL UNSUITABLE MATERIALS OFFSITE. DEBRIS SHALL NOT BE BURIED ON-SITE. EXISTING ROOFED BUILDING COVERAGE 2, � \-------'-- � -� � � \ \' Architect of Record:
7. ALL PRECAST STRUCTURES SHALL INCLUDE SUFFICIENT STEEL REINFORCEMENT FOR TEMPERATURE AND PROPOSED BUILDING COVERAGE 3,732 SQFT PROPOSED ENTRY FOYER
SHRINKAGE, 'TRANSPORT,AND TO ALLOW THE STRUCTURE TO WITHSTAND AASHTO H-20 LOADING AT THE I \
COVER CONDITIONS SHOWN ON THE PLANS. I `
\ ISAAC RAE
8. ALL PRECAST STRUCTURES SHALL BE MANUFACTURED WITH 4000 PSI 128 DAY STRENGTH CONCRETE. ALLOWABLE GFA 5,100 SQFT
9. SANITARY PIPE TO BE SDR-35 PVC OR AS SPECIFIED ON PLANS. 1 j f j �. 4'30 Main Street
10. DURING CONSTRUCTION, EROSION AND SEDIMENT CONTROL MEASURES TO BE UTILIZED AS NECESSARY TO EXISTING GFA 2,200 SQFT - j l j II \ 2nd floor
PREVENT THE TRANSPORT OF SEDIMENT TO OFF-SITE AREAS, PONDS, DRAINAGE INLETS, ETC.THE , , f 20'p
CONTROL PROPOSED ADDITIONAL GFA(INCLUDING POOL... 1,798 SQFT I }I I \ \ Greenport NY 11944
METHODS AND MATERIALS EMPLOYED IN THE INSTALLATION AND MAINTENANCE OF EROSIONCO O Contact; Isaac Clay Coffey R.A.
MEASURES SHALL CONFORM TO"THE NEW YORK GUIDELINES FOR EROSION AND SEDIMENT CONTROL +' \ I \ NYS LIC#039767
TOTAL PROPOSED GFA 3,398 ( PROPOSED2STORY
11. ALL BACKFILL.SHALL BE SELECT GRANULAR MATERIAL COMPACTED TO 95%MAXIMUM DENSITY AT THE I FRAME GARAGE FF 21.8'
OPTIMUM MOISTURE CONTENT, AS DETERMINED BY STANDARD PROCTOR TEST. j ®
PROPOSED POOL HOUSE/CABANA SQFT 307 SQFT I D-1 i T. 347-276-6093 E. clay@isaac-rae.com
12. CEXISTING 2 STOR
13. WELLS WITHING 150 OF THE PROPERTY ARE NOTED AND VERFIED BY THE ARCHITECT ( _ FRAME HOUSE FF 26.9'
14. THE DESIGN ENGINEER/ARCHITECT SHALL OBSERVE THE OWTS PRIOR TO BACKFILL AND DURING SYSTEM ZONING R-40 �. i 21.8 I O -= -I' { \ I Project:
STARTUP. i
k,
I
15. THE OWT S INSTALLER SHALL HOLD AN ENDORSEMENT J FROM SUFFOLK COUNTY ZONING MAP SOUTHOLD , SOUTHOLD
16. THE OWTS INSTALLER SHALL REGISTER THE ONSITE WASTEWATER TREATMENT SYSTEM WITH SUFFOLK I
COUNTY DEPARTMENT OF HEALTH.The DESIGN ENGINEER SHALL PROVIDE RECORD DOCUMENT S AS LANDMARK DESIGNATION NONE j I I ��
REQUIRED BY SCOH. y ! I i; \ - \ 7105 Main Bayview Rd, Southold, NY 11971
' 17. AN EXECUTED OPERATION AND MAINTENANCE CONTRACT BETWEEN THE HISTORIC DISTRICT NO
18. MAINTENANCE PROVIDER AND THE PROPERTY OWNER SHALL PROVIDED T O SCOH.A GARBAGE GRINDER I _ O O
SHALL NOT BE INSTALLED UPSTREAM OF THE OWTS. BUILDING HEIGHT 26'-8"FT I 1-rt,-_ D-1 D-1 \ SE FRONT YARD
r , � \\ SETBACK Project No.:
I \ I
19. PROVIDE 2"VENT PIPE FROM THE OWT S TO THE SINGLE FAMILY DWELLING AND CONNECT TO THE SEWER i i �� � I R-02
T, VENTING SYSTEM WITHIN THE HOUSE. PIPE SHALL HAVE A POSITIVE SLOPE FROM THE OWTS TO THE HOUSE CONSTRUCTION CLASSIFICATION VB-CONBUSTIBLE ` o I I \ \
1 - --ENTRY LANDING
SO ANY LIQUID WILL DRAIN TOWARD TREATMENT UNIT . \ , �.
i I a'xs' Seal/Signature:
20. CONTRACT OR SHALL CONFIRM INVERT ELEVATION OF SEWER AT POINT OF CONNECTION PRIOR TO OCCUPANCY USE GROUP RESIDENTIAL R-2 W I m ENTRY STAIR \ \
+ '', ------ COMMENCEMENT OF CONSTRUCTION. CONTRACTOR SHALL NOTIFY DESIGN ENGINEER/ARCHITECT OF ANY a
DISCREPANCIES IN THE INVERT ELEVATIONS ACCESSORY OCCUPANCY USE GROUP - N \ \ I
0
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SPRINKERS SYSTEM NONE I
15.0 \ 20.0 \,
GRAVEL ` ,\
PARKING COURT \�
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.\78.45'
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WATER DRAINAGE 1--N59'01'EE"W
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:
:
STORM GE SYSTEMS CALCS.
:
'
ROOF AREA KEY COMMENTS '9767
7 �.
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EXISTING HOUSE ROOF AREA O
PROPOSED (3)
1191 SQFT X.17=202 CUBIC FEET
D1 8' DIAMETER X 4'
202 CUBIC FEET/42.2= 4.8 OR 8'OF VERTICAL 8' DIAMETER DRYWELL
DEEP DRYWELL
PROPOSED (3)8'DIAMETER X 4'DEEP DRYWELL
PROPOSED ADDITION ROOF AREA PROPOSED (2) MAIN BAYVIEW ROAD Date: Scale:
AS NOTED
852 SQFT X.17=115 CUBIC FEET 8' D IAM ETER X
D2 2' DEEP SITE PLAN BASED ON SCALICE LAND Drawing Title:
115 CUBIC FEET/42.2= 2.7 OR V OF VERTICAL 8' DIAMETERDRYWELL
ELL
DRYWELL SURVEYING SURVEY DATES PROPOSED SITE PLAN
PROPOSED (2)8'DIAMETER X 2'DEEP DRYWELL 3/06/2023
, I
PROPOSED POOL HOUSE ROOF AREA PROPOSED (1)
350SQFTX.17=59.5 CUBIC FEET D3 8' DIAMETER X
4' DEEP SITE PLAN Drawing No.:
59.5 CUBIC FEET/42.2=1.4 OR 8'OF VERTICAL 8' DIAMETER DRYWELL DRYWELL 1 1" = 201_0/1
1,
PROPOSED (2)8'DIAMETER X 4'DEEP DRYWELL
I.
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,t NOTES
5 4 A-202 3
•Y;,a�; ' ';'�, •..' ''°•,, • A-302 A-302 A-302
5 DRAWING ISSUE
?
NO. DATE ISSUED FOR 25'-2"
5'-7" 19'-7° GUTTER AT ROOF SLOPE, TYP 1
1 ,
SEE WALL SECTION 2
3
� BLACK METAL ROOF 5
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HO TUB A 202 2 0 6 A-202 11
12
OUTDOOR KITCHEN DRAWING REVISIONS
CANOPY TRELLIS
W N0. DATE REVISION
y; O
N 2
-A TERRACE STONE
3
A-202 EO
PAVER, TYP 4
4 5
7
1.=
8
EXTERIOR WOOD
9
F•
ROOF SCREEN A 202 10
Is
0 11
12
8 A 202 THIS APPLICATION IS APPROVED ONLY FOR WORK
INDICATED ON THE APPLICATION SPECIFICATION SHEET. ALL
!' N N
OTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON,OR
A-202 r0 4 40111111 111111111111111111�IIIIIIIIIIIIIIIIIIIII IIIr TO BE CONSIDERED AS EITHER BEING APPROVED OR IN
CP ACCO F
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Consultants:
Surveyor:
28'-9 1/2" - y
SCALICE LAND SURVEYING
3 1 S Bay Ave, Islip, NY 11751
A-20
2
,tl,l
Structural Engineer:
POOL HOUSE/OUTDOOR KITCHEN Alex Spyrou
AES Engineering
'.�;','� '• 2 ROOF PLAN _
1/4" = 1'-0° 630 Fifth Avenue, Suite 2000
a New York, New York
HER's Rater:
3 5 4 3 Tom Baccarella
A-302 A-302 A 202 A-302 A 302 A 302 A 202 A 302 NY Building Technology Group
,tl l
159 Route 25A
Building1 Suite B
5 5 ALUM STACKING FOLDING DOOR Miller Place NY 11764
25'-01/21, SEE DOOR SCHEDULE '
15'-1" 1'-6 1/2"
— — — — — — — — — — _
„+ LED WALL SCONCE 2'-8” _ - - - - - - - - - _ 5'-9" 5'-7" 9'-11 1/2" 3' 9"
_ WEATHER PROOFED
'V O N T
T
' + N N RECESSED LIGHT FIXTURE O W/SIDING, TYP L
I
8'-0"
N T 4 Architect of Record:
WALL MOUNTEDJ�l
a I 1.�.1 T 4.411 41411 41411 T 611
?�EL�CTRICAL OUTLET TYEQ E ON DIMMER TYP. CLOSET
Q N ISAAC RAE
/ STORAGE
2 E '430 Main Street
I ' � I �� I I I I i � 98
,z',r: ••,,: .____ a 02 2nd floor
k3oq
Greenport NY 11944
r•i'',;,r, w
{ A-202 A 202 N 6 A 202 Contact; Isaac Clay Coffey R.A.
Ltl'�r�'' ;,';'`' %• A-202 2 I � o I 6 � T TUB 2 r � y y
POOL HOUSE C.L.
NYS LIC#039767
tl LIGHT SWITCH W/ DIMMER TYP. 195 SF E T. 347-276-6093 E. clay@isaac-rae.com
EXTERIOR WOOD SLIDING SCREEN
a OU DOO
w - - - , - - - - , - - - I Project:
,I SOUTHOLD
A-302 '-4 1/2" -�I -302 in
w N A-202 2 SF A-2o2 7105 Main Bayview Rd, Southold, NY 11971
N `� 4 — — — _ — — —U[M4 — _ — 4 OUTDOOR
REFRIGERATOR Project No.:
_ o�ect
- - - - - - - - 15'-1° - - - - - - - - - 1/2" 1 OUTDOOR KITCHEN IR-02
EXTERIOR WALL EXTERIOR WOOD Seal/Signature:
A 202 VERTICAL SCREEN A-202 GRILL, TYP
MOUNTED LED TYP. N
N ...I ( II I II - -
(j 1. �I OUTDOOR KITCHEN
r� I +I VERTICAL SUPPORT, TYP
N
N 8 A 2028 A 202
- doo,OU OAR
C`h� ,
A 202 7 N jl I L 'I I I _ ir) A-202 I I CLAY CO
�, iv 7 „ II II K CHE OUTDOOR KITCHEN �� X. -
4 4 II II II
'• : � , 4 I I + SINK W FAUCET
1 2 SF I OUTDOOR
4 4 N II I II I DW DISHWASHER
II I II _ _ —
1 \ n
TERRACE STONE
•''t'' ' � �' i ,� � � � ( � � _ ! � - � -_TF \`'>7rfi 0397
O F hJ
T 4 1 8'-8" 8'-8" 4'-51, 01= = PAVER, TYP
OUTDOOR KITCHEN
+ ' ' EXTERIOR PENDANT 3 819 F 3 CANOPY TRELLIS ABOVE
LIGHT FIXTURE, TYP. A-2o2 A-202
VERTICAL STRUCTURAL POST FOR
CANOPY TRELLIS ABOVE, TYP Date: Scale:
AS NOTED
Drawing Title:
PROPOSED PLAN - POOL HOUSE/OUTDOOR
KITCHEN PLAN
I
ry y.J yawing No.:
POOL HOUSE / OUTDOOR KITCHEN RCP n POOL HOUSE/OUTDOOR KITCHEN PLAN
1/4" = 1 V- ' 1/411 = 1'-0"
,
,r
1
1 I „
'Y
-
NOTES
GENERAL NOTE
1. CONTRACTOR TO PROVIDE SAMPLE SIDING MOCK-UP FOR OWNER APPROVAL PRIOR TO INSTALLATION ON POOL HOUSE.
DRAWING ISSUE
NO. DATE ISSUED FOR
2
3
6
2 3 4 5 7
A-302 A-302 A 302 8
A 302 A-302
10
11
25-0 1- /2
12
3'-9" 9'-11 1/2" 11'4 1/2° DRAWING REVISIONS
P.H. O - - - - P H. O F NO. DATE REVISION
364' 361-811 —
:; 2
o -- --- o - __ __ _ BLACK METAL ROOF
r �
__.. io 4
__-- ---.. 1_ 5
. � � � � _._.,.__11:11_._ v
J
-.__._... ._......_._...._'-----'-'--.._._..........__....-..............................-_._.._.__.....___ 1111
..........._......_......................._.___._..._.......____1__111_..-___......_.__.._.. -
. -
OUTDOOR KITCHEN OUTDOOR KITCHEN
......... __.__.._....._.._......__.___.__.._...___.._.......-...___............._..........__._.._._.._.....-_._._._.-.-_....._....___.. 6
o' CANOPY TRELLIS CANOPY TRELLIS
7
r-
............_.__....__...__....._._... _.._.....__.._. ..... __..............._..1111--1.1.11._._.__._........ ...........- ---
.._..................................................................................................................................._............................................_........_..............__.._.............-1.111__. '-'-'- _.................._...--- .._......__.-_.__.
OUTDOOR KITCHEN Co ....'---- �_........................................_......_..-......_..........................._......_...................-.._....__........__..........._......_..... _.._..._._.....-._............._....._ _......... ..._......................_.....---........- 1111 .
CP
N OUTDOOR KITCHEN VERTICAL SUPPORT, TYP ..........._..__._......_............_.._............_.._.._........................._...--.................._......._._..............._._...._.__.........._....._._......._...-.-_......_..............._... v -.._._..._........................ __- _ _._..._ _._.._.............-_-__..................._..........................._.............
10
SINK W/ FAUCET T .._
T __....----....._..........__..........._...........__..............._........_....._......_...---......_......_.....---....._.__.........._----_____-_---_11.11...-'---__
—'-'-'-......_._...._...._..... -'_-__._.__,_.__.___._._._._._._._.__......_._._.-_._.____.........1
Co OUTDOOR KITCHEN __._....._..__. _.-._..........._ ......_..... _ ...................-_.....-..1.111.__.-._._ ALUM STACKING 12
0 o r _.____ -__._.____...._...._.__._.._......_-___.....___.._____......_.____.______.__..__.._........................... r ...1.1..1.1........._.........._.._---..____ .-._.__._..._._._._.___..__................._.................._._............-.................... .�-- .._..._......._._.._ FOLDING DOOR
SINK W/ FAUCET .................-._ _1__1__1.1_.-__...._....._..--__ WEATHER PROOFED i. ._._..._--...._._._._............_...._._..... ® THIS APPLICATION IS APPROVED ONLY FOR WORK
— ....._....._..__..__..._._..----- 1111..- ........_......._._............ '-' -- _11.11. _1111 _.._......_......._...._.........._...__....._.._..... -" SEE DOOR SC H E D U L E
OUTDOORKITCHEN .............__.................................._..._.............._...._....._........._..........._ EXTERIOR WALL a> --.-_-...._............. ....................._._..._..............._........._._..........._....__..._.........._-.........--_ _—. INDICATED ON THE APPLICATION SPECIFICATION SHEET. ALL
GAEVERTICAL SUPPORT, TYP— — — GARAGE 2ND - -- W/SIDING TYP - -- OTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON OR
— 1 r �w nC7l n a inlr -._..........__...._._._....__......................._............._...._.._.._.._.._...__.......---.._.-................_......_................._........._..... 1 _1111.-._._............ .....__..._......_._............._._. _..
19 25-,� I/L TD R .._.................._......_..............._......_...._...........___...._. ......._..................._._....._.__._._...._......................._......... ._...................... _ -.._ ........__..__..._.._.......... -• -______..__..._.._..—_____. TO BE CONSIDERED AS EITHER BEING APPROVED OR IN
� (0 DISHWASHER _......_....._..__......._.._.........._.....__.._.........._._-._......._...---..............._..___......_.._....._............ _...._...._._.._._____.._.__ __1111...------_ __..._..__._..__._—_......_.__.___ _._...._..._.._-- _ ACCORDANCE
1111 ____
WEATHER R F
EXTERIOR WALL
P.H. GROUND P.H. GROUND P.H. G O N D ............................_............._........_.1............111. _-................._.._..--- ..............._.................__..._.....-'---'-... ............_._.... P.H. G R U N D'--'---------__._............-........ __..-.....--'----.._...._....._.._.'-_..__..._._--_._........._.. ......_.........1._....---- 1111..._............... W/SIDING, TYP
22 0 LEVE LEVEL 2 0 L VEL - -'------''-- -----'--- --�- L VEL
_._.__..._. ._..........___..
1_ 11 1_ 11 — 1_ 11 - 22'-0" —
,
_- .....111.1.................._ Consultants:
Surveyor:
OUTDOOR KITCHEN WEST ELEVATION OUTDOOR KITCHEN EAST ELEVATION SCALICE LAND SURVEYING
7 1 S Bay Ave, Islip, NY 11751
8 1/4" = V-0" 1/4" = V-011
Structural Engineer:
Alex Spyrou
AES Engineering
9 g
630 Fifth Avenue, Suite 2000
New York, New York
HER's Rater:
Tom Baccarella
N OUTDOOR KITCHEN NY Building Technology Group
T CANOPY TRELLIS 6 POOL HOUSE WEST ELEVATION 5 POOL HOUSE NORTH ELEVATION 159 Route 25A
.. 0
1/4" = 1'-0" 1/4" = 1'-0" Building 1, Suite B
Miller Place, NY 11764
OUTDOOR KITCHEN Architect of Record:
VERTICAL SUPPORT, TYP
' ISAAC — RAE
P.H. GROUND 5 4 3
430 Main Street
LEVE
A-302 A-302 A-302 A-302 A-302 2nd floor
1.011 Greenport NY 11944
Contact; Isaac Clay Coffey R.A.
OUTDOOR REFRIGERATOR Y Y
NYS LIC#039767
OUTDOOR KITCHEN GRILL, TYP 14'-01/2° 25'-2" T. 347-276-6093 E. clay�isaac-rae.com
4 OUTDOOR KITCHEN NORTH ELEVATIONLof
8'-5 1/2" 6-7 1/2" 6-6" 6-10 1/2" 10'-71/2" 2'-91/2" Project:
1/4" = V-0" P.H. OF P.H. OF SOUTHOLD
/�/'1��/� 1 11 i'. .. ..A......f.::'::A:..�:A...�....f:_�..Il...'•...C.. .:. [ .. -. 1111. .", -. ... _.- ...
�/ ®
- .C.._d_.Y._Y..I...I..I..f_....%.._.._[......A......Y.......C.. ..5._....[......I.. ...I. _I. _C:;::::Y::� ...::I:::...A....._[..
36'-8-11 36 8 Y
.• ::.:.Y.." ..:�::: `.L.._..C:::
I I L C A.._ Y. C._. A... [.. A... .
.. [....x......x....�._. .x.......Y_: %.::....Y:: %::: L.. Y.
:'::I::::::x:::'::x:..:'%::::::I:::....E.... x-:. %:::. I- x.:. Y.. ..Y... .x.....I.
R.. x T x Y [ 1:- d::: %.. %.::. Y:.:. I "Y"% L.. L 7105 Main Bayview Rd, Southold, NY 11971
�.'":I::::::I::::"1._.:::Y:::--[. _:L::d.::Y:Y-Y"d-a:::%:'I:�%:::L.%:::I':I:::I.—A�:'L::I:::Y:'Y:_.g 3.:.a-l:::x:::x:.7f..I'_R"'T'6:L::I:I::::'I::' I'- -x....,,... Y
]'_.x.._.ft. ..R ._[.....Y ._% ..I.....I......A ...Il d A ...L I_.I..L x.j.:.R_I-":A...a
, _..._...._.___.._..... - = K METAL ROOF
Z [1111 I... [...L...I_ C_..x...T.. %... ..
.. %.. I_.L. I..Y...0".[:::%:::A.'.%:::.5:_A_..I':'%'"_C._Y..:Y I E. :'x."I'" -S:""Z-.�I':::"x"':'x: -
..... ��: I::I"":Y� %::�I:_%"::I_.:I:':5::'I::. [::_L.':�.::::I:_Y::-Z::"7:::.3:::.](:":-Y A.-:.I::..x.::':.I:
...._.........._....................__.._................. A. I.:."'I:::L:' %.:"Y'.:.%:..'.'[.�: : :1:,...-T":I::."%' ..C..:.:Y:.:Y- I. 'Y....L....I. .R .I...I .x...I .Y__7
C..[..C..111[1 .%':_.[ C:.'% "1.1%..:.I...L..I.. x_ E .L L.'_x::.Y:: I" I
L �:.Z._:C YCI:I-:I�:Y-.x:_I:::_L_I_S.x'Y.-..a:-::x:-..x-.x:-L�.:TT-'7['....
['.� - acl-n-LTR.-Lr_�
......._......_...._...._....._._._.............._....__.___................_..____....._.__._._... --r-T`-r�-•.•'r-7"'-_r`3I-`r"-"_-'a�'�-'r_-.Y'=x �C'=
.._...-..._..........__."__._.__................................................. ._.............-_-111_1__..__1_111. ._ _. '.'[:_':::5 -�' .S: _ :.T.. "_[-:._I...;;... _._
x. _._ _ _-: Project No.:
..................._...____._....................................................__...._. ........._..._...__.._._._.....-1111._ .. _._ - - -- --- _..-..._. _ _ :�:=.-:r:: .I:::_,�:_
nn nniR-02
-----.._.____._.__.._._.._.._.....__..._.._._-1__11.1.__-- ---'-_
CANOPYTRELLIS ................................._.........................._......_...._.._...._........._ ............. _........_........_... ... ........_._ EXTERIOR WOOD
Seal/Signature:
_..............._._....... VERTICAL SCREEN ..._...._._....-...._.............................................._.-. . - �� - - - - - -
OUTDOOR ...................'- _...__.. ............_._.
_....................... ..._.......' - ..........
REFRIGERATOR - - .._._.......... -..........--_..._.__............................_...__........... -_- ........... -.--' ........_............_.
°° _1111. .._1111.. ........_.._._.......... �
_.._........................_....-............-_.............__......._...._.. _................_........_........ ...._...._.._.._........_-.-.........._........
�L OUTDOOR _....... , .............._.............
'— .................._... ........... _1111.. ..............�iYY�w..._.._.._........._.. �— ..
OUTDOOR KITCHEN _. ............. . _._..............._.... . SHOWER _...______................._.-.__............._..-_................._1111 ---................_........_._.... ALUM STACKING FOLDING
GRILL, TYP _.. ........................... ......._............_.. ....._. ........_......_......_......._.. ....--.-1111._ __._...._...._..........__. _.. _..___-111.1 DOOR BEYOND
...._.__................... ..-._. -' -'--
o _._........._.._..._..............._..._..._.o_111.1.. i i i i ___.___-__..........____ SEE DOOR SCHEDULE
- __--..__...............---..._..._.__.........-............__...._...._...._._....._......................_.._._....... -_......... _............__._.............._._...
..._.....___-_........._.____-__ _ _..__ ........__._.....-______..........
OUTDOOR KITCHEN ----
VERTICAL SUPPORT, TYP _..T_.............__._...'_- - ............._:_. ------....._..__.........._...__...._:__._.
, _1_ _���.._...............................
WEATHER PROOFED
WEATHER PROOFED --------------- E F
' ........................ EXTERIOR WALL ....._ _
EXTERIOR WALL
_.......__........_._..__............. W/SIDING TYP __...._..........._. —- .._..__......... W/SIDING, TYP
— 1111
— _..
P.H. G ROU N D ---'----' - --
P. GROUND --..._ -- ---- .....-------..._..........._._...-_..._....._...__ ------------__ 1111--- ---'-' --
___ ._. _.___.____ ._--._.— .____ ..__ L_ — — — — — — — — — — — —
LEVEL _ _ LEVEL - -- - _ LEVE
221_011 221_011 [ 11 —
�l/���lll/// 22-0
10'-5"
HORIZONTAL SLIDING
r SCREEN DOOR
Date: Scale:
EXTERIOR WOOD AS NOTED
VERTICAL SCREEN Drawing Title:
PROPOSED`POOL HOUSE/OUTDOOR KITCHEN
o ELEVATIONS
;1; 00 '
Drawing No.:
,• '. , '• '' 3 OUTDOOR KITCHEN SOUTH ELEVATION n POOL HOUSE EAST ELEVATION
n POOL HOUSE SOUTH ELEVATION
1/4 - 11-011 1
•
NOTES
DRAWING ISSUE
NO. DATE ISSUED FOR
1
2
3
4
• � ,
2 1 2 1 2 1 5
A-302 A-302 A-302 A-302 A-302 A-302 6
7
8
9
10
11
12
- I 14'-0 1/2" 14'-0 1/2" 14'-0 1/2"
DRAWING REVISIONS
NO. DATE REVISION
8'-5 1/2" 5'-7 1/2" 12'-3" V-9 1/2" GA RV L/ _AG E RO F _ 12' 3" _ _ 1'-9 1/2" 1
P.H.H. ROOF _ _ - _
P.Ft. OF ., _ _ N_ ( �P�.H. R_OOF 7'-7 1/2" - -
`'� ;�t;'-•8rr - "� 361-811 ,�n_8r� 3
e�5 �
\ ASPHALT SHINGLES ROOF ASPHALT SHINGLES ROOF
ASPHALT SHINGLES ROOF 4 _
I A-401 iv I o I I I 5
i:.
GUTTER AT ROOF SLOP YP
T AT ROOF SLOP TYP GUTTER AT ROOF SLOP TYP
.„
GUTTER E T I I I I E T �
-
S, 1 -
1
co
._................................_.._........._____ _ _........_
i
I
I..ail ir�'4•,•} ,1' .
'3�.�' • , I - OUTDOOR SHOWER
_. 10
1
- 11
•,;'�' ;; ,;;, •'; CP ALUM STACKING FOLDING DOOR
..
- 12
� f......._..... ..........................._....._.. _................ SEE DOOR SCHEDULE
WEATHER PROOFED T ____.�__._.. EXTERIOR WOOD T WEATHER PROOFED
VERTICAL SCREEN = EXTERIOR WALL - THIS APPLICATION IS APPROVED ONLY FOR WORK
1 ,
�,�;r': :;� .'' ;,. . ,''.,.•'.:,
EXTERIOR WALL _ __....._..._.........................._
CLOSE �..
_. . . . ... INDICATED ON THE A
__ W/SIDING, TYP --� APPLICATION SPECIFICATION SHEET. ALL
'... W/SIDING, TYP /STORAGE /30
o
UTDOOR S I I I I — 1 OTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON,OR
I I -__.- ROVED OR IN
D ACCORDANCE WITH APPLICABI E CODES
GAR �°�
z •
3 25'- 1
...__ ._....___........................................._. _..........
,
�.t r
P.H. GROUND _.__ _........... GROUNDROUND -----
_• •I __............_. ..._._. __.._.. Consultants:
LEVEL - _ LEV L _LEVEL
,:. .., 22'-0" 22'-0„ 22'_Orr Surveyor:
�:•�'''; � _ III-1 11=1 11=1 11=1 11=1 11=1 I I N-, _ _ _ _ III-1 I I-1 I I-1 I I-1 I I-1 I I-1 I I-1 I I-1 11=1 11=1 11=1 I I_I I I � III-1 I I-1 I I-1 I I-1 I I-1 11=1 I I-1 11=1 I I-1 11=1 I I-1
1=11 =III=III=III=III=III=III-III -1 1=1 1=11 =1 1=1 1=11 =11 =III=III=III=III=III=III=III=III=III=III=III-III 1� -I I =III-III=III=III=III=III=III=III=III=III-III I 1=11 -1 SCALICE LAND SURVEYING
=1 11=1 III-111=1 1=111=1 1=t -1 =1 III-1 -111-1 -1I 1=1 I I1=1 I I I=1I 1=111=1 11=1 I1=1I I;I I1=1I 1=111=1I 1=1 1=1I I III 1=1 I: 2 I1=1 I1=1 1=1I -1I 1=111=1I 1=1 I1=1 -1 I-1I I-1I I-1 III-1I -1I I- 1 S Ba Ave, Islip, NY 11751
• I I I-1 I I=1 I I-1 I I-1 I I=1 I I I�=1 11=1 11=1�1=1 11=1�1=1 I 11=1�1=1�1=1�1=1�1=1��=1�1=1�1=1�1=1�1=1�1=I I - A-401 _ I lyl�1=1�1=1�1=1�1=1 11=1�1=1�1=1�1=1��- 11=1�1=1� y p
-III - _ III-1�1-1�1-1�1\�I-II - 111-1�1\�I-ISI\�I-ISI :III _ --I�\ISI-I�\�I-ISI-ISI-ISI\�I-ISI-I�I�III - - III: III -II\ISI-ISI-ISI-1�1-1�1-I\I-ISI-ISI-III _ - 11 =1�1=
' ' I-== 1 I-III-III-III III-III - �-I I-III III-I I I_I I I-III-I I - - - I I-III-III-III III-III-III-III-III-III I I I I __� � _- I I III_III-III-III-I I I_I I I_I I I-III-III -_ I I III=11
Structural Engineer:
Alex Spyrou
AES Engineering
630 Fifth Avenue, Suite 2000
POOL HOUSE CROSS SECTION3 4 POOL HOUSE CROSS SECTION2 n POOL HOUSE CROSS SECTIONI New York, New York
1/4" = 1'-0"
1/4" = 1'-0" 1/4" = 1'-0" HER'S Rater:
Tom Baccarella
NY Building Technology Group
159 Route 25A
Building 1 , Suite B
Miller Place, NY 11764
Architect of Record:
I
3 ISAAC — RAE
5 4 3 430 Main Street
5
r., ,l , A-302 A-302 A-302
A-302 A-302 A-302 2nd floor
Greenport NY 11944
Contact; Isaac Clay Coffey R.A.
NYS LIC#039767
25-01/2" 25'-01/2" T. 347-276-6093 E. clay@isaac-rae.com
6'-0" 5'-2 1/2" 10'-2" 7" 3'-0 1/2"
.r 5'-6" 19'-7"
Of
P.H. ROOF PH. ROOF Project:
®�4 �r '
•��:a' ��• ' -- SOUTHOLD
ASPHALT SHINGLES ROOF EXTERIOR WOOD : ... ... . s-._ �_ ASPHALT SHINGLES ROOF
1
I
I
5M Bayview t., ,,,;. •, '_; .� ;'„ ' ROOF SCREEN -- - �°-- - � - 710 Main R , Southold, NY 11971
I T-
Mll
d d
Project No.:
WEATHER PROOFED WEATHER PROOFED IR-02
s;ry EXTERIOR WALL EXTERIOR WALL Seal/Signature:
W/SIDING, TYP W/SIDING, TYP
° OP
°
' CLOSET
/STORAGE 0 TDOOR SHOWER
POOL H USE C.L. OOL H SE C.L.
€ p ARC
GV
195 32 S
195 S I 32 SF �P \
Q
P.H. GROUND P.H. GROUND '"f V
X19,
LEVEL _ LEVE
22'-0" - -- - - --77777- - `� ��'-0"
=1 -1 -1 I -1 1=1 I-III-1 11=1 11=1 I -1 I-1 I -1 I -1 I -1 I -1 I-1 I -1 I -1 11=111 I-1 III-1 -1 -1 I -1' I-1 -1 I I-1 I-1 -
-1 -11 I- I I-1 -1 I = _ _ _ _ = I = = I III-I
_ = I I = _ _ —1 I_I I I_I I I-I I I_I I I_I I III-III_III-III-III-III-I I I_I I I-I I I_I I I_I I I-III-III-I I\I I I_I I I-III-III I I-I \� C�I-- N;
=111=111= 1=11 I-111=111-III -11 I_III-11 I_III-111_1 I_I I I_I I I_I I I_I I I_I I I_I 11_111_1 I_I I_I I_I I_I I_I -III= =I I I_I I -I I_I I I_I I I_I I I_I I_I 11=111=111=111=111=I I=III=111=I I I=III=111=1 1=1 1=1 = - - - - - =-
I I I I I I I_I I I_I I I-I I I I-III_
=1 11=1 I =1 I I-1 11=1 I I I I I=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 I I I I I=1 11= -1 11=1 I =1 11=1 t 1=1 I I- I I I=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 I I-1 l l-1 11=1 11=1 I I -I 11=
=1 11=1 11= _ � =1 11=1 11=1 11=1 I�_ - i=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 =� = 1=1 11=1 I I 1=1 11= - -I 11=1 I I-1 I I-1 I = = 1=1 11=1 11=1 11=1 11=1 11=1 11=1 I I-1 11=1 I I-1
=iii=iii=iii=iii=iii=iii=iii=iii=iii=iii—iii=iii=iii=iii=iii=iii=iii=iii=iii=iii=iii=iii=iii=iii=iii=iii=iii=iii=iii=iii=
Date: Scale:
AS NOTED
Drawing Title:
2 POOL HOUSE LONGITUDINAL SECTION2 �� POOL HOUSE LONGITUDINAL SECTIONI BUILDING SECTIONS - POOL HOUSE
0
1/4" = 1'-0" 1/4" = 1'-0"
00
CV
Drawing No.:
.. o
• n
NOTES
DRAWING ISSUE
NO. DATE ISSUED FOR
2
3
4
5
6
7
H
f 9
'. 10
12
DRAWING REVISIONS
NO. DATE REVISION
2
3
5
9
10
777
12
THIS APPLICATION IS APPROVED ONLY FOR WORK
INDICATED ON THE APPLICATION SPECIFICATION SHEET. ALL
OTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON,OR
TO BE CONSIDERED AS EITHER BEING APPROVED OR IN
r
Consultants:
Surveyor:
EXTERIOR WOOD SCALICE LAND SURVEYING
VERTICAL SCREEN 1 S Bay Ave, Islip, NY 11751
EXTERIOR WOOD
VERTICAL SCREEN ANCHOR
ASPHALT ASPHALT ASPHALT ASPHALT Structural Engineer:
SHINGLES ROOF SHING_ES ROOF SHINGLES ROOF SHINGLES ROOF Alex Spyrou
AES Engineering
AIR GAP AIR GAP AIR GAP AIR GAP 630 Fifth Avenue, Suite 2000
New York, New York
WATERPROOFING WATERPROOFING WATERPROOFING WATERPROOFING HER's Rater:
. • ' ,P.kl. ROOF P.kl. ROOF _ _ _ _ P. OOF _ _ _ P ROOF Tom Baccarella_
6 36 36 36 - - NY Building Technology Group
159 Route 25A
SHEATHING Sir SHEATHING
SHEATHING Building 1, Suite B
Miller Place, NY 11764
T -
't ROOF RAFTER r RCGF RAFTER r ROOF RAFTER ROOF RAFTER
PTD.
GYPSUM BOARD 1 "'
Architect of Record
ROCKWOOL ......................._..............
"' INSULATION
ISAAC S /� AC p /� C
,.
1. CLOSED CELL I \
2" r
430 Main
Street
RIGID INSULATION, TYP _—i GUTTER AT ROOF r EXTERIOR EXTERIOR 2nd floor
SIDING TRIM, TYP SIDING TRIM, TYP
WATERPROOFING, TYP
SLOP P
Coffey R A
' Greenport 11944
:; ;:`; ' _....___� GUTTER AT ROOF GUTTER AT ROOF
Contact; Isaac Clay o ey .
EXTERIOR
-� - SIDING, TYP
PTD. SLOPE, TYP SLOPE, TYP NYS LIC#039767
GYPSUM BOARD
_...
-
_ OP OP OP
T 347-276-6093 E clay�a Isaac rae com
ROCKWOOL r.; Project:INSULATION _................
1
2" CLOSED CELL SOUTHOLD
ALUM STACKING ALUM STACKING
RIGID INSULPTION' TYP
e.>i�:''• ',' r FOLDING DOOR FOLDING DOOR 7105 Main Bayview Rd, Southold, NY 11971
SEE DOOR SCHEDULE SEE DOOR SCHEDULE
WATERPROOFING, TYP 9 q
Project No.:
' EXTERIOR IR-02
SIDING, TYP ..................
GARAGE 2ND GARAGE 'e-ivusignature:
� ,
5'-3 2"_L�� 5' 3 2„
TERRACE STONE
2 1/ 2 - 1
PAVER, TYP
TERRACE STONE -- TERRACE STONE TERRACE STONE
PAVER, TYP SST FLASHING, TYP PAVER, TYP PAVER, TYP REp qRc
CLAY CO
.... .
P. GROUND P.F . OUND P. ROUND P.F . ........... ,
........._._._.....
' ROUND
I LEVEL _ _ LEVEL _ LEVEL !4LEVEL
2•_ 22,_ ., 221 ,� - 221-b" a ��
(f01
�
d�'1111,01--i
039761BELOW GRADE III-I _ BELOW GRADE : BELOW GRADE I—III-I f I— I I-I I EE ` P N- I III I -1 WATERPROOFING AND = - I1=1 I I-1I
WATERPROOFING AND — -111= WATERPROOFING AND — — a 1=I I I- _ = 1=111—III— BELOW GRADE
I I-1 I I- , � I I 1=1 11=1
RIGID INSULATION 1=111 " ' =111—III RIGID INSULATION III=III= -III-III RIGID INSULATION III=III= �: III=111=11 WATERPROOFING AND — — -111=111= '
-III=11 ��� - RIGID INSULATION
=1 I I -III 1 -I 11= I III- I- III=11 I-I -111-
, I �°- a 'I I I I 1 - - ` .� • ° � -I�.° - -a°,_ e ° 111- �1 - - - � ..° 111-I�
' _ a- �� -o I�I o '°'' • ° I I III .,a ,� , ,. . �- I I-I I -I a.. °:: �°.-,- . . . -III
- I-III-_ Date: Scale:
1=1 I-III-I 11=1 I I- -III-III-III-I I-I 1 I- -III-III-III-III-III-III- I I=1 11=1 11=1 1=1 11=1 1=1 I
=- �-III-111-III=111-III I I I-III-III='III-III-I I III-III-III-III-III-III-I I -I I I-1 I I-III-III-III-III- AS NOTED
111-_111=, 111;111;111;111„ I I� II I II I I i I I I�I I I��I I I��I I Drawing Title:
BUILDING WALL SECTIONS - POOL
HOUSE/OUTDOOR KITCHEN
Lo
00 "
' N
N Drawing No.:
n P.H. WALL SECTION AT SHOUTH3 P.H. WALL SECTION AT SOUTH2 P.H. WALL SECTION AT NORTHI P.H. WALL SECTION AT SOUTHI
rn01
Y
1/2" = 1 1-011 1/2" = 1 1.011ff
r .
NOTES
EXTERIOR DOOR SCHEDULE
' DRAWING G ISSUE
NO. DATE ISSUED FOR
DOOR TAG TYPE COUNT FRAME DIMENSION (W X H X D) MANUFACTURER - MODEL NO. NOTE 1
MATERIAL
' 1 OVERHEAD 1 METAL 16' X 7' 8 1/2" X 2" CLOPAY CANYON RIDGE MODERN 5
GARAGE DOOR
6
7
8
2 SLIDING 2 ALUMINUM 8'-3 1/2" X 8'-4" X 4" PANORAMIC DOORS - SLIDING 9
DOOR DOOR 10
11
12
3 SLIDING 1 ALUMINUM 8'-3" X 814" X 4" PANORAMIC DOORS - SLIDING
DOOR DOOR DRAWING REVISIONS
NO. DATE REVISION
4 SLIDING 2 ALUMINUM 9'-11 1/2" X 9'-0" X 4" PANORAMIC DOORS - SLIDING POOL HOUSE ENTRY DOORS 2
DOOR DOOR 3
4
5
5 OUTSWING 1 METAL 3'-2" X 7'-2" X 2" EXTERIOR DOOR g
7
8
6 OUTSWING 1 METAL 3'-2" X 8'-0" X 2" EXTERIOR DOOR POOL HOUSE BATHROOM ENTRY DOORS 9
10
12
SLIDING THIS APPLICATION IS APPROVED ONLY FOR WORK
7 1 METAL 10'-5" X 9'-0" X 2" EXTERIOR WOODEN SLIDING POOL HOUSE SCREEN DOORS
DOOR INDICATED ON THE APPLICATION SPECIFICATION SHEET. ALL
.•,;,.;., BARN DOOR
SCREEN OTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON,OR
TO BE CONSIDERED AS EITHER BEING APPROVED OR IN
WINDOW SCHEDULE
Consultants:
;,�•� ,. • •,I Surveyor:
SCALICE LAND SURVEYING
' TAG TYPE COUNT FRAME DIMENSION (W X H) MANUFACTURER - MODEL NO. NOTE 21 �;r 1 S Bay Ave, Islip, NY 11751
MATERIAL
's;;;':'::; ;,I; • °`; .„ T1 DOUBLE 31 WOOD 2'-11" X 5' ANDERSEN WINDOWS EXISTING WINDOW REPLACEMENT Structural Engineer:
6
HUNG Alex Spyrou
3 _ -s,,
AES Engineering
wi N w2 0 630 Fifth Avenue, Suite 2000
W1 - 1 ALUMINUM SEE WINDOW TYPE EL. ALUMINUM WINDOW
New York, New York
F ,
3'4" � 3'-4° � 3'4" HER's Rater:
- Tom Baccarella
W2 - 1 ALUMINUM SEE WINDOW TYPE EL. ALUMINUM WINDOW NY
Building Technology Group
159 Route 25A
Building 1 , Suite B
1 WINDOW TYPE - W1 AND 2 Miller Place, NY 11764
W3 - 2 ALUMINUM 2-1 1/2 X8-4 ALUMINUM WINDOW
W4 - 3 ALUMINUM 21-4111/211 X 8'-4" ALUMINUM WINDOW Architect of Record:
ISAAC RAE
W5 - 1 ALUMINUM 9'-1" X 7'-2" OPERABLE EGRESS WINDOW 430 Main Street
2nd floor
Greenport NY 11944
W6 - 1 WOOD 3'-0" X 3'-6 1/2" OPERABLE WINDOW Contact; Isaac Clay Coffey R.A.
NYS LIC#039767
T. 347-276-6093 E. clay@isaac-rae.com
W7 DOUBLE 1 WOOD 2'-11" X 7' ANDERSEN WINDOWS WINDOW AT THE GARAGE ADDITION Project:
HUNG SOUTHOLD
7105 Main Bayview Rd, Southold, NY 11971
INTERIOR DOOR SCHEDULE
Project No.:
1R-02
Seal/Signature:
DOOR TAG DOOR COUNT DOOR FRAME DIMENSION (WXHXD) HARDWARE TYPE SADDLE UNDERCUT NOTE
SWING MATERIAL MATERIAL ABOVE F.F.
A SEE 4 WOOD WOOD 2'-6" X 8'-0" X 2" TBD. 1/4"
PLANS �p ARC
Cb
B OUTSWING 1 WOOD WOOD 31-2" X 71-01v X 211 TBD. 1/4 Y
— n n n CY' 0391F'''
C POCKET 1 WOOD WOOD 2-6 X 6-0 X 2 TBD. 1/411
DOOR
D SLIDING 1 WOOD WOOD 6'-0"" X 6'-0" X 2" TBD. 1/4"
DOOR
Date: Scale:
AS NOTED
E SEE 2 WOOD WOOD 3'-10" X 6'-8" X 2" TBD. 1/4"
PLANS Drawing Title:
SCHEDULES - DOOR/WINDOW SCHEDULE
LO
Drawing No.
Lo r
NOTES
GENERAL NOTES :
DRAWING ISSUE
A. DESIGN LIVE LOADS F. STRUCTURAL STEEL NO. DATE ISSUED FOR
1
' STRUCTURAL MEMBERS HAVE BEEN DESIGNED FOR FULL DEAD LOADS AND THE FOLLOWING 1. ALL STRUCTURAL STEEL CONFORMS TO ASTM A992 Fy = 50 KSI. 2
LIVE LOADS 1N ACCORDANCE WITH THE 2020 NYS REDENIAL CODE AND 2020 NYS ENERGY CODE: 2. STRUCTURAL STEEL TUBE SHALL CONFORM TO ASTM A500 GR B (Fy = 46 KSI) 3
3. STEEL WORK SHALL CONFORM TO "SPECIFICATIONS FOR STRUCTURAL STEEL BUILDINGS - 4
2020 NYS REDENIAL CODE AND 2020 NYS ENERGY CODE ALLOWABLE STRESS DESIGN AND PLASTIC DESIGN", OF THE AMERICAN INSTITUTE OF STEEL 2020 NYS REDENIAL CODE AND 2020 NYS ENERGY CODE s
1.'BUILDIN
G CATEGORY:
;'2: IMPORTANCE FACTOR: WIND (LW) - 1.0 CONSTRUCTION, INC. LATEST EDITION, INCLUDING ALL SUPPLEMENTS AND THE "CODE OF J. CONSTRUCTION SAFETY 7
5., - -- STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES" LATEST EDITION.
SNOW (LS) = 1.0 8'
4. CONNECTION BOLTS SHALL BE 3 4" DIAMETER CONFORMING TO ASTM A325 TYPE X. INSTALL EACH 1. THESE DRAWINGS DO NOT CONTAIN NECESSARY COMPONENTS FOR SAFETY DURING CONSTRUCTION. 9
SEISMIC (LE) = 1.0
BOLT WITH A HARDENED WASHER UNDER THE NUT OR HEAD, WHICHEVER IS TURNED FOR 2. THE INSTALLER SHALL PROVIDE ADEQUATE TEMPORARY BRACING, SHORING & GUYING OF FRAMING AGAINST WIND, 10
3: GROUND SNOW LOAD: 20 PSF TIGHTENING. ALL CONNECTION BOLTS ARE REQUIRED TO BE "SNUG TIGHT" ONLY UNLESS 11
CONSTRUCTION LOADS & OTHER TEMPORARY FORCES UNTIL NO LONGER REQUIRED FOR THE SUPPORT OF THE 12
4 ROOF LIVE LOAD: 20 PSF
OTHERWISE NOTED. FRAMING.
LOAD: 140 MPH BASIC WIND SPEED 5. OVERSIZE HOLES AND SLOTTED HOLES SHALL NOT BE USED FOR BOLTED CONNECTIONS ON THIS
DRAWING REVISIONS
WIND EXPOSURE: B
PROJECT EXCEPT AT LOCATIONS NOTED ON THE DRAWINGS. K. COORDINATION
VELOCITY PRESSURE EXPOSURE COEFFICIENT, KZ 0.85 N0. DATE REVISION
6. ALL WELDS SHALL BE E70XX AND ALL WELDING SHALL BE BY WELDERS AND WELDING OPERATORS
DIRECTIONALITY FACTOR, KD: 0.85
WHO HAVE BEEN PREVIOUSLY QUALIFIED BY TESTS AS PRESCRIBED BY THE "STRUCTURAL WELDING 1. THE CONTRACTOR SHALL VERIFY CONDITIONS IN THE FIELD AND IMMEDIATELY NOTIFY THE ENGINEER OF ANY 2
GUST EFFECT FACTOR, G: 0.85
CODE" AWS Dl.l OF THE AMERICAN WELDING SOCIETY TO PERFORM THE TYPES OF WELDS
CONDITION NOT AS ASSUMED. HE SHALL TAKE FIELD MEASUREMENTS AND BE RESPONSIBLE FOR THE SAME. 3
INTERNAL PRESSURE COEFFICIENT, GCPI: ±0.18
SPECIAL WIND REGION: YES REQUIRED ON THIS PROJECT. 4
7. ANCHOR BOLT LENGTHS SHOWN ON THE DRAWINGS SHALL INCLUDE HOOKS OF NOT LESS THAN 3 5
SEISMIC: SEISMIC DESIGN CATEGORY: B M. MISCELLANEOUS
INCHES IN LENGTH UON ON THE DRAWINGS. PROVIDE ONE NUT AND ONE WASHER WITH EACH 6
SDs = 0.148 ANCHOR BOLT UNLESS OTHERWISE NOTED. COLUMNS TO BE ERECTED AND LEVELED WITH 7
SDI - 0.085 1. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE 2020 NYS REDENIAL CODE AND 2020 NYS ENERGY CODE g
LEVELING SHIMS, LEVELING NUTS ARE PROHIBITED. 2. NO NOTE OR LACK THERE OF SHALL BE CONSTRUED AS RELIEVING THE CONTRACTOR FROM EXECUTING ALL THE g
8. ALL STRUCTURAL STEEL SHALL BE GIVEN ONE SHOP COAT OF PAINT OF NOT LESS THAN 2.0 MILS WORK IN ACCORDANCE WITH THE BUILDING CODE OF STATE OF NEW YORK, THE RESIDENTIAL CODE OF STATE OF
'B. FOUNDATIONS
' 10
DRY FILM THICKNESS CONFORMING TO STEEL STRUCTURAL PAINTING COUNCIL SSPC PAINT 2, 13
NEW YORK AND ALL LOCAL REGULATIONS HAVING JURISDICTION. 11
1. MAXIMUM PRESUMPTIVE ALLOWABLE SOIL BEARING PRESSURE FOR NEW FOOTINGS -2,000 PSF. OR 14. CLEAN (WIRE BRUSH) AND SPOT PAINT ALL FIELD WELDS, FIELD CUT EDGES AND SERIOUS 3. THE ENGINEER SHALL NOT BE RESPONSIBLE FOR ACTS OF OMISSION OF THE CONTRACTOR OR ANY SUBCONTRACTOR 12
2. FOOTING EXCAVATIONS AND FORMS SHALL BE REVIEWED BY LOCAL BUILDING OFFICIAL ABRASIONS TO THE SHOP COAT WITH PRIMER PAINT. OR AGENTS OR ANY OTHER PERSONS PERFORMING THE WORK. THIS APPLICATION IS APPROVED ONLY FOR WORK
9. BEAMS AND LINTELS SHALL BEAR 8 INCHES MINIMUM ON MASONRY UNLESS OTHERWISE NOTED. 4. THE ENGINEER IS NOT RESPONSIBLE FOR OBTAINING ANY BUILDING PERMITS AND/OR VARIANCE APPROVAL. INDICATED ON THEA PLCATONSPECIFCATIONSHEET. ALL
PRIOR TO PLACING CONCRETE.
3. BOTTOM OF FOOTINGS SHALL BE LOWERED WHEN DIRECTED BY THE BUILDING OFFICIAL OTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON,OR
TO REACH FIRM, UNDISTURBED SOIL. G. STRUCTURAL LUMBER GENERAL NOTES: TO BE CONSIDERED AS EITHER BEING APPROVED OR IN
ACCORDANCE WITH APPLICARI F CODER
4. SEE ARCHITECTURAL DRAWINGS (FLOOR PLANS AND SECTIONS) FOR LOCATION OF PARTITION 1. THE CONTRACTOR SHALL PROVIDE TEMPORARY SHORING AND BRACING, AND MAKE SAFE ALL FLOORS, ROOFS,
1. STRUCTURAL LUMBER SHALL BE GREEN DOUGLAS FIR LARCH NO. 2 OR BETTER UNLESS
FOOTINGS AND THICKENED OR DEPRESSED SLABS NOT DIMENSIONS ON THE WALLS, AND ADJACENT PROPERTY AS PROJECT CONDITIONS REQUIRE.
STRUCTURAL DRAWINGS. OTHERWISE NOTED ON THE PLANS WITH THE FOLLOWING MINIMUM PROPERTIES: 2. DIMENSIONS AND DETAILS OF EXISTING CONSTRUCTION GIVEN IN STRUCTURAL DRAWINGS ARE APPROXIMATE AND
• a. Fb = 850 PSI ARE BASED ON LIMITED INFORMATION. THE CONTRACTOR SHALL VERIFY ALL INFORMATION PERTAINING TO Consultants:
- 5. ALL FILL INSIDE BUILDING SHALL BE SELECTED MATERIAL FREE FROM ROOTS, TRASH,
b. Fc (PERPENDICULAR) = 625 PSI EXISTING CONDITIONS BY ACTUAL MEASUREMENT AND OBSERVATIONS AT THE SITE. ALL DISCREPANCIES BETWEEN Surveyor:
WOOD SCRAPS AND OTHER EXTRANEOUS MATERIALS. PLACE FILL IN LIFTS NOT c. Fv - 95 PSI y
EXCEEDING 8 INCHES AND COMPACT EACH LIFT TO 98% DENSITY AT OPTIMUM MOISTURE ACTUAL CONDITIONS AND THOSE SHOWN ON THE CONTRACT DOCUMENTS SHALL BE REPORTED TO THE ARCHITECT - SCALICE LAND SURVEYING
CONTENT AS MEASURED BY ASTM D698 AND 95% AS MEASURE BY ASTM D-1157. d. E = 1,600,000 PSI FOR EVALUATION PRIOR TO START OF FABRICATION. 1 S Bay Ave, Islip, NY 11751
2. ALL PRESSURE TREATED LUMBER SHALL BE No. 2 SOUTHERN YELLOW PINE, OR BETTER, WITH 3. ALL STRUCTURAL WORK SHALL BE COORDINATED WITH ARCHITECTURAL, MECHANICAL, ELECTRICAL, AND PLUMBING,
6. FOOTING ELEVATIONS SHALL NOT BE RAISED OR LOWERED WITHOUT APPROVAL OF THE ENGINEER. ACQ (ALKALINE COPPER QUATERNARY) TREATMENT. ETC. REQUIREMENTS, DISCREPANCIES, AND/OR SHALL BE REPORTED TO THE ARCHITECT IMMEDIATELY.
7. FOUNDATION SUBGRADE PREPARATION SHALL BE IN ACCORDANCE TO GEOTECHNICAL 3. PROVIDE WASHERS BETWEEN ALL THE BOLT HEADS AND WOOD AND BETWEEN ALL NUTS AND WOOD. 4. THE CONTRACTOR SHALL COORDINATE WITH ALL RELATED TRADES FOR DETAILING FABRICATION AND ERECTION
ENGINEERING REPORT. Structural Engineer:
8. CHANGES 1N LEVEL FOOTINGS MUST BE KEPT WITHIN THE SAFE ANGLE OF REPOSE OF THE 4. LAG BOLTS AND SCREWS SHALL BE PROVIDED WITH LEAD HOLES HAVING A DIAMETER NOT PRIOR TO SUBMITTING SHOP DRAWINGS FOR APPROVAL. Alex Spyrou
GREATER THAN 70 PERCENT OF THE THREAD DIAMETER OF THE BOLT OR SCREW. AL; LAG BOLTS 5. OPENINGS SHALL NOT BE MADE IN ANY STRUCTURAL MEMBER UNLESS SPECIFICALLY SHOWN ON THE STRUCTURAL AES Engineering
SOIL (ONE VERTICAL TO TWO HORIZONTAL) AND SCREWS SHALL BE INSERTED IN LEAD HOLES BY TURNING AND UNDER NO CIRCUMSTANCES g g
9. DO NOT BACKFILL BASEMENT OR RETAINING WALLS WITHOUT AUTHORIZATION OF DRAWINGS OR APPROVED BY THE STRUCTURAL ENGINEER. 630 Fifth Avenue, Suite 2000
BY DRIVING WITH A HAMMER. New York, New York
ENGINEER. FLOOR SLABS PROVIDING SUPPORT FOR SUCH WALLS MUST BE IN PLACE 5. THROUGH BOLTS SHALL BE PROVIDED WITH BOLT HOLES WHICH ARE 132 TO 116 INCH LARGER
GENERAL CONDITIONS:
PRIOR TO BACKFILLING OR DIAGONAL BRACING MUST BE PROVIDED TO HOLD THE FULL HER's Rater:
` FORCE OF THE BACKFILL UNTIL THE FLOOR SLABS HAVE ATTAINED FULL STRENGTH. THAN THE BOLTS.
6. STEEL FOR ALL ACCESSORIES SHALL CONFORM TO ASTM A36. Tom Baccarella
.;. 10. CONTRACTOR MUST ADEQUATELY PROTECT WALLS, PIERS, ETC. FROM DAMAGE DUE TO BACKFILLING. 1. ALL CONTRACTORS AND SUBCONTRACTORS ARE RESPONSIBLE FOR ADHERING TO THE REQUIREMENTS AS SPELLED
7. PLYWOOD SHALL BE C-C EXTERIOR, DFPA GRADE MARKED OR EQUIVALENT, OF THE THICKNESS NY Building Technology Group
11. CONTRACTOR MUST PREVENT THE FOUNDATIONS FROM BEING PUT IN JEOPARDY FROM SHOWN ON THE DRAWINGS. OUT IN THESE NOTES. ALL PARTIES MUST CAREFULLY STUDY ALL NOTES FOR ITEMS WHICH MAY PERTAIN TO THEIR 159 Route 25A
TRADES. FAILURE TO READ THESE NOTES DOES NOT PERMIT THE CONTRACTOR TO DEVIATE FROM THEIR
THE EXCAVATIONS FOR UTILITIES, ETC. Building 1 Suite B
WHERE PIPES PASS THROUGH NEW WALLS, DROP FOOTINGS SO THAT PIPES PASS OVER 8. PROVIDE OTHER MANUFACTURED ACCESSORIES AS REQUIRED AND AS SPECIFIED. REQUIREMENTS. QUESTIONS WILL BE CHEERFULLY ANSWERED BY THE ENGINEER.
Miller Place, NY 11764
9. ALL FABRICATED STEEL ASSEMBLIES EXPOSED TO WEATHER AND ALL STEEL FASTENERS
THE TOP OF THE FOOTINGS. 2. ALL CONTRACTORS MUST VISIT SITE AND NOTE ALL EXISTING CONDITIONS AS WELL WAS ALL CONDITIONS TO BE MET
INCLUDING BUT NOT LIMITED TO NAILS, ANCHOR BOLTS, CONNECTION BOLTS, NUTS, WASHERS,
13. DEWATERING PROCEDURES, IF REQUIRED, SHALL NOT DISTURB THE SOIL STRUCTURE. BEFORE SUBMITTING BID. LACK OF THOROUGH UNDERSTANDING OF THE PROJECT REQUIREMENTS SHALL NOT
LAG BOLTS OR SCREWS SHALL BE GALVANIZED IN ACCORDANCE WITH THE ASTM STANDARD FOR
<+ 14. THE CONTRACTOR SHALL EMPLOY ALL MEANS NECESSARY TO ENSURE THAT THE CONSTITUTE AN EXCUSE FOR ERRORS OR OMISSIONS NOR JUSTIFY A REQUEST FOR EXTRA COMPENSATION.
STRUCTURAL INTEGRITY OF ANY AND ALL ADJACENT STRUCTURES WILL NOT BE THAT ACCESSORY, ASTM A213, A153 OR OTHER. 3. GENERAL CONTRACTOR SHALL VERIFY ALL CONDITIONS AND CHECK ALL MEASUREMENTS ON JOB AND SHALL BE
10. FABRICATED ITEMS INDICATED ON THE PLANS ARE DESIGNATED AS PRODUCTS PRODUCED BY
_ RESPONSIBLE FOR SAME. Architect of Record:
" COMPROMISED.
THE SIMPSON STRONG TIE COMPANY. PROVIDE ITEMS NOTED OR EQUIVALENT PRODUCTS.
4. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CURRENT BUILDING CODE OF ALL GOVERNING AUTHORITIES.
11. ALL LAMINATED VENEER LUMBER (LVL) SHALL HAVE THE FOLLOWING MINIMUM PROPERTIES:
CONCRETE a. Fb - 2 600 PSI 5. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE SPECIFICATIONS, ARCHITECTURAL, AND MECHANICAL ISAAC - RAE
" - DRAWINGS. 430 Main Street
l..ALL CONCRETE SHALL DEVELOP A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS AS FOLLOWS: b. Fv = 285 PSI 6. ALL OPENINGS IN WALLS, FLOORS, ROOF, ETC. TO BE LOCATED AND SIZED AS PER MECHANICAL AND ARCHITECTURAL 2nd floor
c. Fc (PERPENDICULAR) = 750 PSI
a. FLOOR SLABS, WALLS 4,000 PSI REQUIREMENTS EVEN IF NOT SHOWN AS SUCH ON STRUCTURAL AND ARCHITECTURAL DRAWINGS. Greenport NY 11944
d. E = 1,900,000 PS 7. ALL WALLS SHALL BE ADEQUATELY BRACED UNTIL THE ENTIRE STRUCTURAL FRAME HAS BEEN INSTALLED AND IS Contact; Isaac Clay Coffey R.A.
b. ALL OTHER CONCRETE WORK 3,000 PSI
''2 ALL CONCRETE WORK SHALL CONFORM TO ACI 318 AND ACI 301. STRUCTURALLY SOUND. YS LIC#039767
`` H. ABBREVIATIONS
.' 3. CONCRETE FLOOR SLAB CONSTRUCTION SHALL CONFORM TO AC1302JR. FLOOR SLABS 8. ALL SPECIALTY ANCHORS AND FASTENERS ARE TO BE MANUFACTURED BY HILT CORPORATION OR APPROVED EQUAL T. 347-276-6093 E. clay@isaac-rae.com
AND ARE TO BE INSTALLED PER MANUFACTURERS SPECIFICATIONS INCLUDING TORQUE EMBEDMENT LENGTH ETC.
SHALL BE CLASS 2. ,
-'4. PROVIDE CONSTRUCTION OR CONTROL JOINTS IN SLABS AT LOCATIONS SHOWN ON THE FOLLOWING LIST OF ABBREVIATIONS IS NOT INTENDED TO REPRESENT ALL THOSE USED ON 9. ALL CONTRACTORS AND SUBCONTRACTORS ON THIS PROJECT SHALL BE RESPONSIBLE FOR THE PROPER Project:
' THESE DRAWINGS, BUT TO SUPPLEMENT THE MORE COMMON ABBREVIATIONS USED:
AT OFFSETS AND CHANGES IN DIRECTION AND AT 30 FEE MAXIMUM. PERFORMANCE OF THEIR WORK, COORDINATION WITH OTHER TRADES METHODS, SAFETY AND SECURITY ON THE
DRAWINGS, SOUTHOLD
5. CONCRETE SHALL BE: CURED A MINIMUM OF 7 DAYS BY ONE OR MORE METHODS JOB SITE. ASES AND IT AGENTS AND EMPLOYEES ARE NOT RESPONSIBLE OR LIABLE FOR THE ABOVE AND SHALL BE HELD
r A.F.F. - ABOVE FINISHED FLOOR HARMLESS AND INDEMNIFIED BY ALL CONTRACTORS AND SUBCONTRACTORS FROM ANY AND ALL CLAIMS, LOSSES, 7105 Main Bayview Rd, Southold, NY 11971
;.,
SPECIFIED IN CHAPTER 12 OF ACI 301.
ALUM. - ALUMINUM SUITS, AND LEGAL ACTION WHATSOEVER ARISING FROM THE PERFORMANCE OF WORK ON THIS PROJECT.
6. SEE ARCHITECTURAL, FINISH SCHEDULE FOR REQUIRED FLOOR FINISHES.
7. PLACE 1/2" EXPANSION JOINT MATERIAL BETWEEN EDGES OF SLABS AND VERTICAL & - AND 10. ACCEPTANCE OF DEVIATIONS FROM ANY OF THE REQUIREMENTS OF THESE NOTES SHALL BE AT THE SOLE
SURFACES UNLESS OTHERWISE NOTED. @ - AT DISCRETION OF THE ARCHITECT. ACCEPTANCE OF A DEVIATION FROM ANY REQUIREMENT SHALL NOT BE Project No.:
BLDG. - BUILDING CONSTRUED AS PERMITTING ANY OTHER DEVIATION. IR-02
CMU - CONCRETE MASONRY UNIT
D. REINFORCING STEEL. MACH. - MACHINE SPECS - SPECIFICATIONS Seal/signature:
CONC. - CONCRETE
MAX. - MAXIMUM S.S. - STAINLESS STEEL
1. BARS SHALL BE ROLLED FROM NEW BILLET-STEEL CONFORMING TO ASTM A615, GRADE 60. DBL. - DOUBLE MFR. - MANUFACTURER STL. - STEEL SPECS - SPECIFICATIONS
' J 2. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185 OR ASTM A497. EA. - EACH MIN. - MINIMUM T&G - TONGUE AND S.S. - STAINLESS STEEL
GROOVE
3. DETAIL AND FABRICATE REINFORCING STEEL IN ACCORDANCE WITH "ACI DETAILING ELEC. - ELECTRICAL STL. - STEEL
M.P.H. - MILES PER HOUR TYP. - TYPICAL p ARCy/
MANUAL", PUBLICATION SP-66. E.P.S. - EXPANDED POLYSTYRENE MTL. - METAL U.O.N. - UNLESS OTHERWISE NOTED T&G - TONGUE AND GROOVE cf\��G PS cQ F
4. REINFORCING STEEL SHALL BE REVIEWED BY THE LOCAL BUILDING OFFICIAL PRIOR TO EXT. - EXTERIOR NEO. - NEOPRENE VERT. -VERTICAL TYP. - TYPICAL �� P
F.D. - FLOOR DRAIN N.I.C. - NOT 1N CONTRACT V.I.F. - VERIFY IN FIELD U.O.N. - UNLESS OTHERWISE NOTED
PLACING CONCRETE.
FT. - FEET VERT. -VERTICAL '
5. PROVIDE BARS AT CORNERS AND INTERSECTIONS OF THE SAME NUMBER AND SIZE AS O.C. - ON CENTER W/ - WITH
GA. - GAUGE O.D. - OUTSIDE DIAMETER W.C. -WATER CLOSET V.I.F. - VERIFY IN FIELD
LONGITUDINAL BARS IN FOOTINGS
GALV. - GALVANIZEDOPP. - OPPOSITE WD. - WOOD W/ - WITH - 039�b
GWB - GYPSUM WALL BOARD W.C. - WATER CLOSET T
E. GROUT PLAS. LAM. - PLASTIC LAMINATE W.H. - WATER HEATER F OF "
H. - HIGH PLYWD. - PLYWOOD W/O - WITHOUT WD. - WOOD
1. PROVIDE NON-SHRINK GROUT UNDER ALL COLUMN BASE PLATES OR BEAM BEARING PLATES. HORZ. - HORIZONTAL P.S.F. - POUNDS PER SQUARE FOOT W.W.F. -WELDED WIRE FABRIC W.H. -WATER HEATER
2. NON-SHRINK GROUT SHALL CONFORM TO CORPS OF ENGINEERS SPECIFICATION CRD-C I.D. - INSIDE DIAMETER P.S.I. - POUNDS PER SQUARE INCH W/O -WITHOUT
621. GROUT SHALL BE NON-METALLIC AND NON-STAINING. INSUL. - INSULATION P.T. - PRESSURE TREATED W.W.F. -WELDED WIRE FABRIC
INT. - INTERIOR REINF. - REINFORCING
L - LENGTH, LONG R.O. - ROUGH OPENING Date: Scale:
AS NOTED
LAV. - LAVATORY RUN. - RUNNER Drawing Title:
n SHT. - SHEET
GENERAL STRUCTURAL NOTES
p SHTNG. - SHEATHING
ao SIM. - SIMILAR
S-N-L - SNAP-N-LOCK
CU
N S.M.S. - SHEET METAL SCREW Drawing No.:
o:
GENERAL STRUCTURAL NOTES00
1/4
t � ,
r
G +
NOTES
a '
DRAWING ISSUE
a.
NO. DATE ISSUED FOR
1
2
3
4
=� WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS 6
6
7
USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT & GOOD CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY 9
10
11
12
KING STUDSDRAWING REVISIONS
NO. DATE REVISION
ENDWALL RAFTER WALL STUD
CRIPPLE STUD 1
0
BOTTOM PLATE 2
u RIDGE LEDGER BATHTUB 3
HEADER
DOUBLE JOIST 4
•';'+ '
SIDEWALL 5
RAFTER 6
JACK STUDS
7
FLOG USP NUMB FDESCRIPTI N APPLICATION 8
HOLD DOW CONNECT TO 1 SIDE OF ALL CORNERS BATH/SPA TUBS TO HAVE A DOUBLE FLOOR J S ER FOR 9
1 ST. ADS5 ADDED SUPPORT EACH WALL RUNNING PARA WITH 10
ANCHOR TO FOUNDATION W/ANCHOR BOLTS SUPPORT
PIp�IMSE99TTU.1FS[�FOF ALL CORNERS O MMIST ST NOT DIRECTLY UNDER PARALLELLOCATION USP NUMB R DESCRIPTION APPLICATION LOCATIO USP NUMB R DESCRIPTION APPLICATION RAFTER SI DSP NUMBE DESCRIPTION APPLICATION HOLD DOW TH pLfAXOF90 OR AND TOP DIRECTION WITH (2)JOISTS. UNDER WALL. 12
2ND. ADS5 ANCHOR THIRRRDBL�H ALL OPENIN S LSTA12 1-1/4"x12"20ga.STRAP APPLY TO EACH JACK STUDROOF LSTA24 1-1/4"x24"20ga. STRAP APPLY OVER RIDGE TO EACH RA TER 2x6-2x8 LS26 18ga. SLOPE HANG PLY TO EACH RAFTER/LEDG R PROVIDE
' ROD. ALL OPENIN S3T3 OR RT TYDOWN ANCHOR APPLY TO EACH CRIPPLE STJD 2X10 LS210 18ga.SLOPE HANG PLY TO EACH RAFTER/LEDG R BLOCKING @24"OC
THIS APPLICATION IS APPROVED ONLY FOR WORK
I
INDICATED ON THE APPLICATION SPECIFICATION SHEET. ALL
WALL STU
OTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON,OR
THROUGH-ROOF EXHAUST TO BE CONSIDERED AS EITHER BEING APPROVED OR IN
„* 1 VENTS SELECTED AND
LOCATED BY CONTRACTOR
METAL STRAP CRICKET AT TOP-SIDE OF VENTILATION CHANNEL
CHIMNEY AS REQUIRED
, F' h!•' RIM BOARD
RAFTER
SILL PLATE(S) ' WALL SHEATHING RAFTERS MAINTAIN
'I•. ' i l Consultants:
VENTILATION
SIDEWALL FLASHING WOOD JOIST Surveyor:
_ AEHE_I�TO WALL BLOCKING BLOCKING SCALICE LAND SURVEYING
;•�,, .', ; .,?,.+' -^,.� ;.i•. .:';r . ,.:.; FOUNDATIO TOP PLATE ATTIC SHALL BE PROVIDED 2x4 LEDGER
STUDS - - - FINISH WALL AND MOISTURE 1 S Bay Ave, Islip, NY 11751
BARRIER TO LAP FLASHING WITH 2x4 SOFFIT JOIST
@48"OC AT WALL--MAINTAIN GAP A FASCIA
AND ALL WINDOW/DOOR OPENING JACK STUDS BETWEEN WALL FINISH AND MINIMUM NET FREE VENTILATING AREA GUTTER
FLOOR JOIST DEP USP NUMBER DESCRIPTION APPLICATION ROOFING TO AVOID SOAKIN WALL STUD NOT LESS THAN 1/150 OF THE AREA OF
THE SPACE VENTILATED. ALL OPENINGS WOOD GIRDE
INSTALL 4'0"O. .
SHALL BE COVERED WITH CORROSION- CONTIN.SCREENED VEN Structural Engineer:
;;;,,r' . r',' `';:• • 4"-8" LSTA24 1-1/4"x24"20ga. STRAP AND JACK STU RESISTANT METAL MESH WITH MESH
CONTIN.SOFFIT/EXT. PLYWOO
ON ALL OPENIN S PROVIDE HEMMED EDGE AT OPENINGS OF 1/4 INCH IN DIMENSION. AI2X SpyroU
INSTALL 4'0"O. FLASHING TO FORM CHANNE LOCATION USP NUMBER DESCRIPTION APPLICATIO SOFFITED EAVE PROVIDE BLOCKING BETWEEN JOISTS THAT ARE AES Engineering
r AND SO AS TO MAINTAIN AIR
8"- 14" LSTA30 1-1/4"x30" 18ga. STRAP AND JACK STU GAP TO PREVENT CAPILLAR CONNECT T SPICED 630 Fifth Avenue, Suite 2000
L 4"-6" RAFTER RT10 10-3/4"x 18ga.TYDOWN ANCHJ
ON ALL OPENIN S / ACTION EACH RAFT R AND New York, New York
INSTALL 4'0"O. . CONNECT T ROOF VENTILATION/ OVER BEARING WALLS AND HEADERS
, ;, 14"- 16" LSTA36 11-11/4"x36" 18ga. STRAP AND JACK STU 8"-12" RAFTER RT20 21-1/8"x 20ga.TYDOWN ANCHO EACH RAFT R SOFFITED EAVE DETAIL
ON ALL OPENIN S KEEP OF FLASHINGOOFIING NAILS OUT _ HERS Rater:
2ND. FLOOR WALL Tom Baccarella
NY Building Technology Group
' ROOFING LAPS BASE
O 159 Route 25A
FLASHING 4 INCHES
Building 1 , Suite B
BASE FLASHING WRAPS CORNERS, RAFTER NEOPRENE
EXTENDS UNDER SHINGLES AT GASKET Miller Place, NY 11764
SIDES 4 INCHES AND LAPS
SHINGLES AT BASE MIN.4 INCHES
ROOF JACK WOOD JOIST
TOP PLATE Architect of Record:
APPING BE ATTA D TOW SIDE WALL FLASHING ROOFING LAPS GIRDER/HEADER
UDS METAL FLASHING AT ALL EAVES,SIDEWALLS,
1ST. FLOOR WALL @48"OC FLASHING T ISAAC
C /� /� C _ RAE/� C
AND ALL WINDOW/DOOR OPENING JACK STUDS AS TO FORM DRAINAGE CHANNELS AND SIDES AND TOP WOOD JOIST v/—\/""\ /�C
WALL STUD
RAKES-- PROVIDE HEMMED EDGES SO
FLOOR JOIST DEP USP NUMBER DESCRIPTION APPLICATION PREVENT CAPILLARY ACTION 430 Main Streif
ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE
' INSTALL 4'0' O. . 2nd floor
4"-8" LSTA36 1-1/4"x36" 18ga. STRAP AND JACK STU LOCATION USP NUMBER DESCRIPTION APPLICATION FLASHING LAPS K�13 oRTED
ROOFING AT BOTTOM LE, SET FIR JOISTS APROX. 1/2"HIGHER THAN Greenport NY 11944
ON ALL OPENIN S CONNECT EACH THE PROPER STEEL CONNECTOR.
INSTALL 4'0"O. RAFTER/PLA E RT15 TYDOWN ANCHOR RAFTER TO PLATE HEADERS Contact; Isaac Clay Coffey R.A.
8"- 16" MSTA48 1-1/4"x48" 16ga.STRAP AND JACK STU CONNECT OVER TO ALLOW FOR SHRINKAGE.&REDUCE BUMP OUTS NYS LIC#039767
ON ALL OPENIN S PLATE/WAL SPTH4 STUD PLATE ANCH 'U
�
FOLATES TO EACH ST D ROOF JACKS&VENTS DETAIL T. 347-276-6093 E. clay@isaac-rae.com
DBL. SILL PLATE Project:
; ,.
TERMITE SHIELD
SILL GASKET CONC.SLAB
6X610/10W LL SOUTHOLD
CONC.SLAB � COMPACT FILL
TYP.CONC. FOUNDATION ( n 6 MIL. POLY - v 7105 Main Bayview Rd, Southold, NY 11971
DAMPPROOF EXTERIOR v GRANULAR FILL
EMIL POLY ON EXTERIOR
o Project No.:
'Q ^ i D 1 ` • ` ' ` ' ` '
P.T. PLATE
1/2"AIR S ACE ,
e n ^ Q 4 v AT END AND
I R-02
IDES OF WOOD GRADE ,4 a 4 �„ Seal/Signature:
:,-
'n Q BEAMS NO
BEAM FO MUDSILL IF REQUIRED
KEYWAY FOOTING V ` c d a 12"
A o \ Q ^ a C 6X6 W.W.M. 4 n' e USE WITH 3x3 SQUARE WASHERS - MIN. A p � e A
A% A,, ANCHOR BOLT CONNECTION (USP LBPS58 OR BP583) o �� MAXIMUM n REINFORCING BAR
' p REINFORCING BAR NOTCH EQUALS 1/4 DEPTH OF BEAM LaB,I
- . C •a REINFORCING BAR FOUNDATIO 5/8"DIA.ANCHOR BOL °o e _ DRAIN TILE
DRAIN TILE p ANCHOR BOLT CONNECTION SUPPORTIN MAXIMUM SPACING SHEET METAL/30#FELT UNDER BEAM AT POINT TYPICAL CONC. MONOLITHIC F66NDATION. REINFORCE WITH(2)#4
m se
OF CONTACT WITH CONCRETE OR CONC.BLOCK REINFORCING p A?
THICKEN SLABS BENEATH BEARING WALLS SILL PLATE TO FOUNDATION \ EZE -.����
e AMINFORCE FOOTING WITH (2)#4 CRAWL SPACE OR FOUNDATION 1 STORY 72"OC o�a 4 3., BARS
SHIMS TO LEVEL BEAM \�� GG�AY C
CODINRWCING
SILL PLATE TO FOUNDATION Co �'
TYPICAL CONC. FOUNDATION.APPLY PILASTERS BARS. 2 STORIES 36"OC
,,', ,' ", • CRAWL SPACE OR FOUNDATION
WHERE NEEDED FOR STRUCTURAL BRACING. 3"MINIMUM BEARING SURFACE FOR WOOD BEAM
WALL BOTTOM PLATE TO FOUNDATION
(SLAB-ON-GRADE) 1-2 STORIES 57,OC
:�] BEAM POCKET
GENERAL DETAILS
;:;fir• ,.; , ,;, 1 „ _ �_ r. }�` o 76�
1/4 — 1 0 �OF1\1
Date:
Scale:
AS NOTED
Drawing Title:
General Structural Details
00
CO3
awing No.:
N ,
In
07
r
NOTES
DRAWING ISSUE
NO. DATE ISSUED FOR
•. 1
2
3
4
' 5
6
7
8
9
10
12
DRAWING REVISIONS
NO. DATE REVISION
" 1
2
3
.! 4
t• 5
8
9
10
12
T- THIS APPLICATION IS APPROVED ONLY FOR WORK
;,,.,;,�'• ; ;, '. :; I J K L I J K L INDICATED ON THE APPLICATION SPECIFICATION SHEET. ALL
?: 8'-7" 8'-8" 10'-1' 8'-7" 8'-8" 10'-1" OTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON,OR
TO BE CONSIDERED AS EITHER BEING APPROVED OR IN
9 F I - - - - - - - - - -
1-
r 9"
-
t 'f
iI
Consultants.
Mf
r
i
i
2 0nX2 0r,X24n CONCRETE I
�r
FOUNDATION
Surveyor:
OI I SCAL CE LAND SURVEYING
O O O O N
I "
LO
� CV CV i'V CV N i I� � I 1 S Bay Ave, Islip, NY 11751
o
w., 2 X10
4"X4" VERTICAL STRUCTURAL
WOOD POST I
Structural Engineer:
Alex Spyrou
1 - _ - - - - - - - - - - - - - -
- - - - - - - - - - - - --- - - - - - -
2"X10" AES Engineering
630 Fifth Avenue, Suite 2000
New York, New York
OUTDOOR KITCHEN TRELLIS HER's Rater:
, STRUCTURE ABOVE Tom Baccarella
NY Building Technology Group
159 Route 25A
Building 1, Suite B
4
OUTDOOR TRELLIS FRAMING n OUTDOOR TRELLIS FOUNDATION PLAN Miller Place, NY 11764 1/4rr 1 r_0 rr
=
Architect of Record:
ISAAC - RAE
430 Main Street
2nd floor
Greenport NY 11944
Contact; Isaac Clay Coffey R.A.
NYS LIC#039767
T. 347-276-6093 E. clay@isaac-rae.com
F G H F G H Project:
5'-6" 19'-0" 5'-6" 191-01,
SOUTHOLD
7105 Main Bayview Rd, Southold, NY 11971
I
V-01I 5'-6" 19'-0" i1'-0"
Project No.:
2"X1 0'r N 1 R-02
T - - .. 1 . - - - . - - ' - - Seal/Signature:
I 2" x 10" R.R I o o
� { AT 16 O.S. r
1R{� ` 4" CONCRETE SLAB
ON GRADE
r".�''�',`,'•F} ,_-
2"X10"
Sk—
{
2' CONTINUOUS SPREAD
r N
r I I I CONCRETE FOOTING
r d Ln10
8" CONCRETE STEM WALL
Li
Sk
' I I 2„X10” I � 1 i - - ' —' - • ' " '-' � -
'-0" 4'-6" 1'-0" 6'-4" 9'_2" 3'-6" 1'-0"
Date: Scale:
AS NOTED
Drawing Title:
00
00 STC ENURAL PLAN - POOL HOUSE / OUTDOOR
N
N Drawing No.:
0
LO 2 POOL HOUSE ROOF FRAMING PLAN 1 POOL HOUSE FOUNDATION PLAN
s1/411 = 1 r_Orr 1/4" = 1'-0rr