HomeMy WebLinkAbout47146-Z TOWN OF SOUTHOLD
BUILDING DEPARTMENT
TOWN CLERK'S OFFICE
SOUTHOLD, NY
�04 �-
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#: 47146 Date: 1112912021
Permission is hereby granted to:
Kalich, Richard
605 Saltaire Way
Mattituc , NY 11952
To: Construct new single family dwelling on vacant land as applied for and per SCHD
approval and Trustees no jurisdiction letter.
At premises located at:
4660 Blue Horizon Bluffs, Peconic
SCTM#473889
Sec/Block/Lot#74.-1-35.52
Pursuant to application dated 10/2112021 and approved by the Building Inspector.
To expire on 513112023.
Fees:
SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $4,433.20
CO-NEW DWELLING $50.00
Total: $4,483.20
/t
Building Inspector
TOWN OF SOUTHOLD—BUILDING DEPARTNIENT
Town Hall Annex 54375 Main Road P.O.Box 1179 Southold,NY 11971-0959
a:
Telephone(631)765-1802 Fax(631)765-9502 hu
Date Received
APPLICATION MR BUILDINGPERMIT
1 For Office Use Only
PERMIT NO. 7l Building Inspector: -
Applications and forms must be filled out in their entirety.Incomplete
applications will not be accepted. Where the.Applicant is not the owner,an BUILDING DEPT.
Owner's Authorization form(Page 2)shall be completed. TOWN 01P SOU-PHOLD
Date:
OWNER(S)OF PROPERTY:
Name: SCTM#1000- —
1
Project Address: I rr
Phone#: 33" - Email:l jLt z°i)t 19 0,/"I`1
Mailing Address: A' CL
CONTACT PERSON,:"
Name: 6 i 1I co f-f—
Mailing Address: �t02c, DY161 11. f t l
Id
Phone#: ,j�` ���� y ��� Email:
DESIGN PROFESSIONAL INFORMATION:
Name:
tt �a
Mailing Address: :) -SO LA �j t i 1- 0-0:-Y r4— - C �1 � (((qr
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Phone#: &')I— o ,T3 7 Email: Q\,IblC) V— i- c� "-I t d r
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CONTRACTOR INFORMATION:
Name:
Mailing Address.
Phone#: Email:
DESCRIPTION OF PROPOSED CONSTRUCTION
` New Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project:
LiCther $ _ r`
Will the lot be re-graded? gYes El No M tntwJ Will excess fill be removed from premises? Dyes ANo
1
PROPERTY INFORMATION
Existing use of property: Intended use of property:
t
Zone or use district in which premises is situated: Are there any covenants�apd restrictions with respect to
this property? E]Yes SA o lF YES,PROVIDE A COPY,
11 Check Box After Reading! The owner/contractor/defign 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,Countyi New York and other applicable Laws,Ordinances or Regulations,for the construction of buildinp,
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 staterneras made herein are
punishable as a Class A misdemeanor pursuant to Section 210AS,of the New York State Penal Law.
Application Submitted By(print name)�
XAuthorized Agent DOwner
Signature of Applicant:
Date: /c/
STATE OF NEW YORK)
SS.
COUNTY OF
being duly sworn,deposes and says that(s)he is the applicant
(Name of individual signing contract)above named,
(Sine is the
tractor,Agent,Corporate Officer,etc.)
of said owner or owners,and is duly aut orized 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.
P1
Sworn before me this rl
%
day of
20c:2�
_4V8aWVbIbIRERKINS_
ffotar,�Public,State of New York
No.01PE6130636
d In Suffolk County,
.000PHTY OWNER
A U _H0 Expires July 19.
(Where the applicant is not the owner)
residing at d-, 1:4
-do hereby authorize C ffinntc to apply on
my behalf to the Town of Southold Building Department for approval as described herein.
2-1
G-C Q-L
Own r's Signature Date
MgaLtj k,,I I tj,
Prini Owner's Name
2
Glenn Goldsmith,President q so Town Hall Annex
A.Nicholas Krupski,Vice President r� try _ 54375 Route 25
John M.Bredemeyer III P.O.Box 1179
Southold,New York 11971
Michael J.Domino Telephone(631)765-1892
Greg Williams Fax{631}765-6641
o �,�
BOARD OF TOWN TRUSTEES
TOWN OF SOUTHOLD
November 8,2021
Patricia C. Moore, Esq.
51020 Main Road
-Southold, NY 11971
RE: RICHARD&MARY KALICH
4660 BLUE HORIZON BLUFFS,PECONIC
SCTM#: 1000-74-1-35.52
Dear Ms. Moore:
The Southold Town Board of Trustees reviewed the site plan prepared by Adam C.
Volosik, RA and determined that the proposed dwelling and accessory structures are
out of the Wetland jurisdiction under Chapter 275 of the Town Wetland Cade and
Chapter"!11 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.
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 vegetation
within Tidal Wetlands jurisdiction and Coastal Erosion Hazard Area,which may result
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.
2
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
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ABBREVIATIONS
DRAWING LIST
AT MINIMUM ADAM VOLOSIK
l
ACOUSTICAL MISCELLANEOUS
ARCHITECTURAL:A-SERIES 528 South Harbor Rd.
MOUNTED
uthold,NY 11971
AREA DRAIN
:631.806.2537
ADJUSTABLE METAL 3 3"I
I ( A 0.1 COVER SHEET
"I
ABOVE FINISHED FLOOR MATERIAL
A 0.2 SPECIFICATIONS
ALUMINUM NUMBER
A 0.3 WIND DIAGRAMS
APPROXIMATE NOT APPLICABLE I I
ARCHITECT,ARCHITECTURAL NOT IN CONTRACT A0.4 SCHEDULES (�
BUILDING NUMBER I T
BLOCK NOT TO SCALE
I I
BLOCKING ON CENTER I I 2" - 2" 211 A 1.0 SITE PLAN
BEAM OUTSIDE DIAMETER A 1.1 CABANA
f
BOTTOM OPPOSITE A 1.2 GARAGE PLANS
BUILDING PAPER OPPOSITE I I I I I ( I I I
BASEMENT PERIMETER I A 1.3 GARAGE ELEVATIONS
BETWEEN PERPENDICULAR I I LAV. LAV.
I W I 1 I W.0
CENTERLINE PA
LAV.
Tub
CABINET PLATE 2nd FLOOR SHOWER 1 12 SHOWER 11/2' A 2.1 FOUNDATION PLAN
" 1 12"
CERAMIC PLUMBING 2" 2" 2" A 2.2 BASEMENT PLAN
CLOSET PLYWOOD
2" 3" 2" 3" A 2.3 FIRST FLOOR PLAN
CEILING PAIR
COLUMN PER SQUARE FOOT GUEST BATH 2 MASTER BATHROOM A 2.4 SEOCND FLOOR PLAN
CONCRETE POUNDS PER SQUARE INCH 2' 2" 2„ 2"
A 2.5 ROOF PLAN
CONSTRUCTION PRESSURE TREATED F
� A 3.1 ELEVATIONS
CONT. CONTINUOUS PAINTED 111
CARPET POLYVINYL CHLORIDE
CENTER QUANTITY I I I ( I I I I I I DISH A 3.2 ELEVATIONS
CLEAR VERTICAL GRAIN RADIUS,RISER LAV. LAV. LAV• SINK SINK
A 3.3 ELEVATIONS
DRYER ROOF DRAIN WASHER W C I I W C I WASHER 1 112" 1 12"
A3.4 BUILDING SECTIONS
1 12"
DIAMETER REFRIGERATOR
1st FLOOR 112" SHOWER 112°
Lr
DIMENSION REINFORCING A 3.5 BUILDING SECTIONS
2"
DOWN REQUIRED LL
DOWNSPOUT ROOF LAUNDRY 3 2" 3" 2" 3" KITCHEN
DISHWASHER ROOM
GUEST BATH 1 4.1 WALL SECTIONS
DRAWING ROUGH OPENING POWDER ROOM
EXTERIOR INSULATED FINISH SYSTEM SCHEDULE
" " STRUCTURAL:SSERIES
ELECTRICAL SECTION
ELEVATION SHEET 2"
-
EQUAL SIMILAR � S 1.1 SECOND FLOOR STRUCTURAL DIAGRAM
S 1.2 ROOF STRUCTURAL DIAGRAM
EXISTING SPECIFICATIONS
FLOOR DRAIN SQUARE 1 I CLEANOUT ,
4" TO SEPTIC
FINISH STAINLESS STEEL
q1/z
TANKFLOURESCENT STANDARD wcHOUSETRAP
FLOOR STEEL AND
FLASHING STORAGE BASEMENTSLAB sHowER 1CLEAN OUT
FOUNDATION STRUCTURAL 2"
FEET,FOOT SUSPENDED GYM BATH 3" EJECTOR
SWITCH
GAUGE TREAD
GALVANIZED TELEPHONE
GENERAL CONTRACTOR TONGUE AND GROOVE
GYPSUM WALL BOARD TOP OF
HOSE BIB TOP OF CONCRETE
HARDWARE TOP OF STEEL 1 . RISER DIAGRAM - MAIN HOUSE
HEMLOCK TOP OF WALL N-T-S
HORIZONTAL TYPICAL
HEAT MIRROR TOILET PAPER DISPENSER
SYMBOLKEY
HEATING VENTILATION 8 AIR CONDITIONI G VERTICAL
INSIDE DIAMETER WASHER
INCH,INCHES WITH ROOF WALL CONSTRUCTION
INSULATION,INSULATED WATER CLOSET -------- CONSTRUCTION ABOVE
INTERIOR WOOD
LAMINATED WATER HEATER
a DENOTES DIMENSION TO FACE OF
LAVATORY WINDOW -� FINISH,ROUGH OPENINGS(WINDOWS)
LB. POUND WELDED WIRE MESH
OR DOOR SIZES
LINEAR FOOT WITHOUT (�
LOWER INDICATES TIMES OR BY ( DENOTES DESIRED ALIGNMENTS OF
I FINISHED SURFACES OR ELEVATIONS
MAXIMUM YARD
MECHANICAL I
MANUFACTURER �V
W.C. DENOTESCENTERLINE UNLESS
I � OTHERWISE SPECIFIED
GENERAL NOTES: 1st FLOOR 1 1112"
SECTION/ELEVATION NUMBER
1.)ANY ERRORS,OMMISSIONS,OR CONFLICTS FOUND IN ANY PART OF THESE CONSTRUCTION DOCUMENTS 3" 2n 1
A0.
SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT BEFORE PROCEEDING WITH THE WORK. CABANA DRAWING SHEET NUMBER
2.)WRITTEN DIMENSIONS ALWAYS TAKE PRECEDENCE OVER SCALE.DO NOT SCALE THE DRAWINGS. WATER CLOSET
3.)ALL CONSTRUCTION SHALL COMPLY WITH THE LATEST EDITION UNIFORM BUILDING CODE AS ADOPTED AND
DETAIL NUMBER
ANY OTHER LOCAL,STATE AND NATIONAL CODES,ORDINANCES AND REQUIREMENTS GOVERNING THIS " -
DRAWING SHEET NUMBER
CONSTRUCTION.
4.)VERIFY BOTH EXISTING AND FINISH GRADES WITH THE DRAWINGS.
5.)VERIFY ALL BUILDING LOCATIONS AND CONIC.PAD ELEVATIONS WITH THE DRAWINGS PRIOR TO PROCEEDING, EXTERIOR WINDOW/DOOR NUMBER
6.)VERIFY ALL CONDITIONS AND DIMENSIONS AT THE JOB SITE BEFORE PROCEEDING.VERIFY ALL FIELD CLEAN OUT 11TO SEPTIC
4 HOUSE TRAP
DIMENSIONS OF EXISTING CONDITIONS. TANK
7.)ALL DIMENSIONS AND NOTES SHOWN ON ONE PORTION OF A DRAWING SHALL APPLY TYPICALLY TO ALL AND O INTERIOR DOOR NUMBER
OPPOSITE HAND OR SIMILAR CONITIONS UNLESS OTHERWISE NOTED. BASEMENT SLAB CLEAN OUT
1 PERMIT SET 13 SEPTEMBER 2021
8.)DETAILS SHOWN ARE TYPICAL.SIMILAR DETAILS APPLY IN SIMILAR CONDITIONS UNLESS OTHERWISE NOTED. WALL CONSTRUCTION TYPE NO. ISSUANCE DATE
)
9. ALL DIMENSIONS ARE TO FACE OF FRAMING UNLESS OTHERWISE NOTED. -
10.)VERIFY ALL ARCHITECTURAL DETAILS WITH THE STRUCTURAL REQUIREMENTS BEFORE THE ORDERING
ELEVATION DESIGNATION ABOVE 0'-0" RELEASES
OF OR INSTALLATION OF ANY ITEMS. + DATUM UNLESS OTHERWISE SPECIFIED
11.)SKYLIGHT LOCATION AS SHOWN ON THE FLOOR PLANS SHALL BE CENTERED 1N THE SPACE UNLESS
SEAL:
OTHERWISE NOTED,ALL LIGHT FIXTURES ARE SHOWN ON THE ELECTRICAL PLANS. RISER DIAGRAM - CABANA 1 AXIS NUMBER
12.)VERIFY ALL PRODUCT DIMENSIONS WITH THE MANUFACTURER FOR PROPER FIT AND INSTALLATION. N-T-S CENTERLINE AXIS Q�GDVO ON'/I
R
� O
Generated by REScheck-Wets Software ¢ Al
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Compliance Certificate
01,;1 032�?l 't
qTF OF
LEGEND
Project Blue Horizon Bluffs
Energy Code: 2018 IECC j�\j�\ \ EARTH
Location: Peconic, New York
Construction Type: Single-family
Project Type: New Construction :'• :: ; CONCRETE
Conditioned Floor Area: 8,635 ft2
Glazing Area 38% GRAVEL
Climate Zone: 4 (5572 HDD) °
Permit Date:
Permit Number:
STEEL
Construction Site: Owner/Agent: Designer/Contractor:
Alabama Adam Volosik
Adam Volosik Architects BATT INSULATION
528 South Harbor Rd
Southold, NY 11971
636 /8062537 537 ii.com RIGID INSULATION
olosik
PROJECT:
*"*� ----"--- GYPSUM WALLBOARD
Compliance: 11.1%Better Than Code Maximum UA: 1536 Your UA: 1366 Maximum SHGC: 0.40 Your SHGC: 0.19 Blue Horizon Bluffs
The%Better or Worse Than Code Index reflects how close to compliance the house Is based on code trade-off rules.
It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. MASONRY
Slab-on-grade tradeoffs are no longer considered in the UA or performance compliance path in REScheck. Each slab-on-grade
assembly in the specified climate zone must meet the minimum energy code insulation R-value and depth requirements.
® BLOCKING
® FRAMINGMEMBERS
Envelope Assemblies PLYWOOD
® LAMINATED VENEER LUMBER
Peconic, NY
Ceiling: Flat Ceiling or Scissor Truss 1,524 38.0 0.0 0.030 0.026 41 35 1 FINISHED WOOD
Skylight:Wood Frame 170 0.410 0.550 70 94
SHGC: 0.23
Ceiling 1:Cathedral Ceiling 1,624 38.0 0.0 0.027 0.026 44 42 DRAWING NAME:
Wall: Wood Frame, 16" o.c. 7,290 28.0 0.0 0.050 0.060 241 290 CONSTRUCTION
Window: Metal Frame w/Thermal Break
SHGC: 0.19 2,464 0.290 0.320 715 788
Floor:All-Wood joistfTruss 416 38.0 0.0 0.026 0.047 11 20 DOCUMENTS
Basement: Solid Concrete or Masonry
Wall height: 10.0' 3,340 13.0 0.0 0.054 0.059 166 181 COVER SHEET
Depth below grade: 9.0'
Insulation depth: 10.0' WIND DIAGRAMS
Window: Metal Frame w/Thermal Break 270 0.290 0.320 78 86
SHGC: 0.19
DRAWING NUMBER:
DRAWN BY: ACV SET:
Compliance Statement: The proposed building design described here is consistent with the building plans,specifications,and other
calculations submitted with the permit application.The proposed building has been designed to meet the 2018 IECC requirements in CHECKED BY: ACV CD
REScheck Version : REScheck-Web and to comply with the mandryatorequirements listed in the REScheck Inspection Checklist.
Adam Volosik - Architect A4 1,.4 10/13/2021 SCALE: SHEET:
Name-Title Signature Date CURRENT
ISSUE DATE: 001
I
GENERAL CONDITIONS CONCRETE SPECIFICATIONS FRAMING NOTESAII headers to be (2) 2x12 or (2) 1-3/4 x 11-7/8 microlams unless noted otherwise.
1) The contractor is responsible for checking all dimensions and conditions on the job. Where conditions 1) Interior and exterior footings, slabs, and walls shall be 3000 PSI, Type I concrete unless otherwise noted. 1) Double floor joists shall be located under all parallel partitions unless noted otherwise. Spacing between 528 South Harbor Rd.
prevent obtaining dimensions they should be brought to the attention of the architect or engineer. floor joists should allow for plumbing in plumbing walls. 1) For masonry block, horizontal joint reinforcement shall consist of of least (2) wires of W1.7 spaced not 3outhold,NY11971
2) Contractor to verify soil bearing capacity to be not less than 4000 PSF. No footings or slobs are to be more than 16"on center vertically. :631.806.2537
2) Construction contractor and his subcontractors agree that in accordance with generally accepted construction cast on uncontrolled fill, loose soil, organic material, frozen ground, mud, clay or other unsuitable materials. If 2) All floor joists must be restrained at the ends to prevent rotation by either a rim joist, end blocking,
practices, construction contractor and his subcontractors wilt bel required to assume sole and complete any of these situations are present it should be brought to the attention of the engineer. tension bridging or joist hangers supporting the depth of the joist. 2) For block and veneer masonry, horizontal masonry wall ties shall be a 3 wire ladder type No. 9 gauge
responsibility for job site conditions during the course of construction of the project including safety to all (W1.7). Splices shall be lapped a minimum of 6". Minimum embedment of wire to be ,9 the thickness of the
persons and property and that this requirement shall be made to apply continuously and not be limited to 3) Contractor to verify existing and seasonal ground-water level. If level is within 2 feet of the bottom of the 3) Two rows of blocking to be installed every 4'along the foundation wall that is parallel with floor joists. The veneer unit. Cross ladder wires to be smooth No. 12 gauge wire 16"on center. Space reinforcement every 16"
working hours. Contractors agree to defend, indemnify and hold design professionals harmless from any and all basement footing the architect/engineer should be contacted. plywood floor is to be nailed into this blocking. vertically.
liability, real or alleged, in connection with the performance of work on this project. The contractor is responsible
for the stability of the structure during erection. 4) Concrete shall be air-entrained with an air content not less than 5% or more than 7%. 4) Floor plywood to be glued and nailed to floor joists 4"on edges and 6"in field with 8d common ring-shank 3) For cavity wall, brick veneer ties shall be spaced no more than 16"apart horizontally and vertically.
nails. Fasten each plywood panel totally as installation progresses. If using tongue-and-groove plywood glue the Maximum air space to be 1"-if larger than 1"require adjustable anchors. Corrugated ties should be corrosion
3) All work performed by the contractors shall conform to the requirements of local, municipal, state and 5) Concrete slump shall not be more than 5". Engineer has approval to reject concrete if stump is larger than tongue-and-groove. Keep edge nails 3/8"from edges. Follow manufacturers'guidelines for spacing between the resistant and at least 22-gauge, 6"long and 7/8"wide. Ties shall penetrate into the mortar joint half the
federal laws as well as any other governing requirements, whether or not specified on drawings or in specified. panels. thickness of the veneer and have of least a 5/8 inch or mortar cover to the exposed face. A minimum of an
specifications. Contractor to be responsible for required inspectton(s) of his work. 8d nail or fastener having equivalent or greater pullout strength to hold anchor to stud wall. Locate the nail or
6) If concrete is delivered in an outdoor temperature lower than 40 degrees F it should be heated to insure 5) All walls over 8'high to be blocked @ mid-span. fastener within 1/2 inch of the 90-degree bend in the anchor. Corrugated ties are not to be used with metal
4) The contractors shalt notify the architect/engineer immediately if he cannot comply with the work called for that it will arrive at the job site having a temperature of not less than 60 degrees F or greater than 85 degrees studs.
on the drawings. F. 6) All post widths to be as wide or wider than multiple member width that it is supporting.
4) Debonded shear anchors shall be used for connection between the steel columns and the masonry wall.
5) The contractors shall notify the architect/engineer of any discrepancies between the drawings, notes, 7) if the weather reports the temperature of the ambient air will fall below freezing for 3 consecutive days, 7) 2x6 strong backs (Z) on a!i ceiling joists 8'O.C., unless the ceiling is an engineered floor t joist. They are to be located every 16"vertically in every other course.
specifications and field conditions before commencing any word; and request clarification. Contractor shall notify cold weather concrete specifications will need to be followed. Contact Engineer if this is going to occur.
architect/engineer of any design defects which the contractor actually identifies or reasonably should have 8) Splices of top plates shall not be closer than 6'. Studs to to// under all splices, top and bottom. Studs to 5) Where block masonry and steel columns meet a void may form which shall be filled with a
identified in the drawings or specifications. 8) The addition of any admixtures to concrete shall be approved by the Engineer. line up vertically with roof rafters wherever possible, pre-compressed self adhering foam sealant.
6) Contractor to verify new work with survey. 9) Two concrete strength test cylinders, 6"in diameter by 12"shall be taken from each truck delivery unless 9) All gable end walls with cathedral ceilings to be balloon framed unless otherwise shown. 6) Self adhering flashing shall be used at steel corners where end dams are located along the web. They are
otherwise approved by the Engineer. Compressive strength tests to be taken for each day's pour exceeding 5 to be made of 40 mil rubberized asphalt.
7) Contractor to provide all necessary protection and security for his work until turned over to owner. Fire cubic yards. Two specimens to be tested @ 28 days. Field cured cylinders shall be cured under field conditions 10) Exterior wall ply to cover roof top plate completely and be nailed with 8d common nails 3"on center,
extinguishers must be provided on each floor during construction. in accordance with "Making and Curing Concrete Test Specimens in the Field"(ASTM C 31). The alternate is to Use staggered into both the top and bottom plate. 7) All lintel floshings to have end dams.
ACI-14 Section 26-12 specification.
8) Contractor shalt be responsible for cutting, fitting or patching to complete the work or make the parts fit 11) All roof plywood to be nailed with 8d ring shank nails 4"O.C. on edges and 4"in the field unless 8) Horizontal expansion joints are to be located directly below every shelf angle.
together properly. 10) All rebars to be grade 60 KSI steel and shall be free of rust, scale and dirt. otherwise noted. Nail heads shall not penetrate surface of plywood. Nail Guns need to be set to the proper
pressure. 9) Where reveals in the brick occur, the brick below shall be chamfered so as to not create a ledge. These
11) All rebars shall be securely tied in place and adequately supported. All rebar splices to be minimum 30"• brick units shall be 100% solid (no cores). if the brick is to be un-chamfered the reveal depth shall not be
Rebor shall be continuous through corners with splices located not closer than 3' from corners. 12) Exterior plywood shall be continuous over all plate to plate and plate to rim board interfaces and may butt greater than %".
together at mid-depth on rim board. Exterior plywood to run continuous from sill plate over rim joist to studs.
9)or poor workmanship. Theyy shall replace or repair as directed by the architect/engineerr,, aftll such damaged or
The contractor shall fully responsible for the removal or replacement of damaged defective material 12) Footings below columns to be X x 3'x l'unless otherwise noted. "L"shaped plywood to be placed around upper window and door corners. 10) Vertical expansion joints shall be located of every exterior steel column except at the corners.
defective materials, which shall appear within a period of two years from the date of substantial completion of 13) All footings are to have their rebar placed no closer than 3"to the supporting soil. 13) Three rows of blocking to be installed every 4'along gable rake walls. The plywood roof is to be nailed into 11) Shelf angles or lintels shall continue through corners and be mitered.
the job.
this blocking.
14) No weight shall be placed upon footings or walls until 7 days after placement as long as the concrete 12) Not less than two-thirds of the brick width shall be placed on a lintel or shelf angle.
the The contractors) shall remove oft rubbish, waste materials and surplus materials that are a by-product of strength has reached 2500 psi or by engineer's approval. 14) All roof rafters to be connected to top plate with Simpson H2.5A hurricane ties unless otherwise shown. Hip
their work. Debris, dirt and dust to be kept to a minimum and to be confined to the immediate construction
area. rafters to be tied to top plate with Simpson HCP4 (double hip) or HCP1.81 (single hip). Note that partially
13) Masonry block cells adjacent to all windows, doors, inside and outside corners, and adjacent to control
15) Contractor to notify Engineer for inspection of alt rebar work prior to placement of concrete. enclosed structures shall use a Simpson H10 hurricane tie. joints shall be grouted and contain #5 rebar vertically.
11) Contractors shall provide all necessary protection for his workers. 16) Concrete pours over 9'shall be thoroughly consolidated by suitable means during placement using a 15) Interior shear walls to be t2"plywood, nailed with 8d nails 3"O.C. on edges and 6"!n field with all edges 14) Mortar shall be type S for block and N for brick. Sand is to be free of salt, dirt or any other organic
12) The construction drawings and specifications are supplied to illustrate the design and the general type of mechanical vibrator. blocked and nailed unless otherwise noted. Bottom plate to be nailed into joists below with 16d nails 3"on center. matter. Water is to be potable.
construction desired and are intended to imply the finest quality of construction, material and workmanship 17 Back fillip against foundation shall not take lace until first floor is anchored to foundation. Backfill 16 All exterior columns to have continuous galvanized metal straps from girder below to girder above. Straps
throughout. ) g g p ) g P g 9 P 15) Weep holes are to be located above all windows, doors and base flashings. Spacing to be 24"on center
material shall be clean course sand. Equipment used for backfilling shall not come closer to the wall than the to be Simpson CS 16 and connected with (11) 10d common nails each end. with a minimum of two. Weep holes to have installed weep tubes or plastic head joint ventilators w/ mesh
13) The contractor(s) shall maintain a current and complete set of construction drawings on the site during all height of the backfill. (non-woven laminated).
phases of construction for use by all trades. a 17) Columns resting on concrete to be connected at the base concrete with a Simpson Post Base fastener and
18) All footings to rest on virgin undisturbed soil. if soil is disturbed, mechanical compaction to 95% Modified the top with a Simpson type Post Cap with (12) 10d nails each end. 16) Lap flashing joints a minimum of 6". If flashing material is not self-adhering set lapped flashing on a
14) No changes or modifications to the work shall be made without approval of the owner and/or Proctor test in soil lifts not exceeding 6". continuous bed of mastic that is compatible with flashing material. Flashings to be copper, lead coated copper
approval. Failure to obtain this ineer
architect responsibility for subsequent modification of the work required by owner or any regulatory authority./ g pp shall cause the contractor or sub-contractor to assume full en a 18) Bored or holes or notching in studs shall not exceed 25X of the stud depth. If hole or notch is between or stainless steel.
19) Concrete wall design assumes backfill is well drained. 40% and 609 of the stud depth than the stud shall be doubled.
17) Extend flashing to lap at all corners.
15) The architect/engineer assumes no responsibility for construction means, methods, techniques, sequences, or
20) Anchor bolts to be 518"x 12""J"or "L"shaped, hot dipped galvanized or stainless steel located 32"on center 19) Contractor verifies that he has reviewed the installation guide for the engineered wood products for this
unless otherwise noted and a maximum of 12"from all corners. Minimum embedment to be 7". Provide not less
procedures or for safety precautions and progress in con unction with the work. There are no warranties, nor project. 18 Flashings to continue through vertical expansion joints.
p y p p g than two (2) anchor bolts on any one sill. Anchor bolts to have nut and washer tightened to sill. Washers shall ) g g p J
any merchantability of fitness, nor a specific use expressed or implied in the use of these plans. be a minimum of 3116"x 3"x 3"square plate washers unless otherwise shown. Botts to be located down the 20) First floor i joists to have (4) 10d nails installed in its'bottom flange to the double sill plate. 19) Flashings to extend beyond the face of wall to form a drip.
16) Contractor is responsible for costs attributed to frailer rental, cell phone bills, site lighting, portable toilets, center of the sill plate. Deviation of more than 1"will not be acceptable. A hot dipped galvanized or stainless
steel 518"x 12"threaded rod can be substituted for anchor bolts b being epoxied into lace using Simpson - - "
snow removal, site utilities, temporary heat/AC, temporary power, site security, testing labs and surveyor.. y g p P 9 p 21) When engineered floor 1 Joists or Tri Force open web joists are used, rim joists to be Timberstrand 1-1/4 20) Bond beams to have their horizontal rebars continue around corners 2 or 40 bar diameters which ever is
Acrylic Tie. LSL rim board. more. All splicing of rebars to be 40 bar diameters. Bond beams to be located at the top and bottom of wall
17) The contractor shall retain the services of licensed professionals for code compliance for the electrical, unless otherwise shown.
mechanical and plumbing systems which are not part of these drawings. All work by electrical, mechanical and 21) Contractor to install damp-proofing on all foundation walls and footing base that comes in contact with 22) TJI Joists to have solid blocking and web stiffeners, when above walls or posts sit directly above.
soil. See Drainage. 21Vertical rebars to be located within 8"of corners and end walls. Vertical and horizontal bars shall be
plumbing contractors shall be in accordance with 2020 Residential & Building Code of New York State & WFCM 23 Web stiffeners to be 5 8"on TJI 110 joists, 7 8"on 230 joists and 360 joists and 2x4 for 560. 1 8" a la ed around all openings and extend post each other a minimum of 40 bar diameters.
2018. 22) All basement wall rebar to have a concrete cover of 1-3/4"measured from the inside face of the wall. to be left at the top between stiffener and flange of joist. J J / 9 p p
Tolerance for reinforcement placement shall be +/- %". Vertical reinforcement rebars shall be placed nearest the 22) Adequate bracing for walls taller than 8'sholl be constructed per OSHA guide lines and approved by the
inside face of the wall. 24) Two or three Microlam LVL's shall be connected with 3 rows of 16d nails 12"O.C. Four Microlam LVL's engineer prior to construction.
shall be bolted with 2 rows of X"bolts @ 12"O.C.
23) Provide (2) #5 rebars continuous reinforcing at top of all foundation walls. Set rebars 2"from top and 23) Extend flashings to lap at all corners,
sides of wall. 25) Anthony Power Beams may be substituted for LVL's as long as the wood dimensions are not less than the
24) Provide (2) #5 rebars continuous reinforcing in wall footings placed 3"from soil and 3"from outside specified LVL. 24) Waterproof insulation is to be used in cavity walls where shown.
GENERAL NOTES footing edge unless otherwise shown. 26) Web stiffeners to be installed on cantilever TJi's @ support points. 25) Steel lintel bearing to be 8"minimum on concrete block and 4"on brick units.
LOCATION LIVE LOAD DEAD LOAD L.L. DEFLECTION 25) (2) #5 rebars to be placed on all four sides of window and door openings and other large openings. 27) Do not bevel cut !-Joist beyond the inside face of support. 26) Stack Bond to have installed a minimum of (1) #5 rebar in each piece of block.
First Floor 40 PSF 10 PSF 1./480 Each end of the #5 rebar to extend 2'beyond the opening.
Second Floor 30 PSF 10 PSF 1./480 28) Full width engineered lumber can be substituted for (2) or (3) members of the some type lumber. 27) Wall reinforcing shall not be less than #5 @32"on center vertical and (2) #5 rebars for bond beam.
Decks 40 PSF 10 PSF L/360 26) Stepped footing not to exceed V vertical for every 2'horizontal. Rebar to continue through stepped footings
Exterior Balcony 40 PSF 10 PSF L/360 and bent through steps. 29) Hangers are shown on plan. Contractors to consult architect/engineer if hanger is not shown in drawings.
Porch (enclosed) 40 PSF 10 PSF L/480 Contractor verifies that he has reviewed Simpson "Wood Construction Connectors"catalog for fastening details. All
27) Pilasters to be 12" wide x 4 '2"deep and contain (4) #5 rebars vertically tied to footing rebar and fop of deck hardware to be Sim
Attic (non-storage) 10 PSF 5 PSF 1./360 psora Z-Max or stainless steel. Z-Max to use hof dipped galvanized nails and stainless FOUNDATION DRAINAGE
wall rebar. Vertical caged bars to be 2"off inside edges and hooked back to rebars in footing and upper wall steel hangers to use stainless steel nails.
Attic (storage) 20 PSF 5 PSF 1/360 with #3 stirrups at 6"on center placed vertically. g
1 All drainage stone to be free-draining ranular material such as course sand and ea ravel.
Ceilings w/plaster 40 PSF 20 PSF !'/360 9 9 9 P g
Roof w. fin. cl . 25 PSF snow 15 PSF l_ 240 30) Contractor to provide crawl space ventilation openings to be not less than 1/1,500 of the under floor area
( 9 ) I/ 28) All steel columns to be bolted to footings. where a vapor retarder and openings placed to provide cross ventilation. Ventilation not required when ground 2) Drainage pipe to be 4"in diameter, p p polyethylene p•p
Roofing (no fin. clg.) 25 PSF snow 10 PSF x_/240 2000 psi perforated drain pipe with slotted holes on all
surface is covered with on approved vapor retarder, the perimeter walls are insulated and the space is sides and installed above the footing and below the slab level. Pipe to be covered with filter fabric. Drainage to
19) Steel column top plate to be minimum ,9"thick and cover all supporting members. Base plates to be 10"x conditioned. drywells.
Gelling beam sizes may have to be increased for heavy storoge� attics. 10"unless otherwise noted.
1 Wood frame dwellings to be designed in accordance with the 2020 Residential & Building Code of New York 31) Ceiling joists used or collar beams to be nailed with (8) 10d common nails at the joist rafter connection 3) Filter fabric to be Mirof! 140 N or approved by Engineer.
g g g 30) Concrete slab control joints to be 1/4'"depth of slab and not exceed more than 25'center to center unless otherwise shown. 1 PERMITSET 13 SEPTEMBER 2021
State & WFCM 2018. Wind speed to ed used !s 130 mph. Exposure . category to be used for urban, suburban spacing. Joints should be laid out to form floor panels as nearly square as possible not exceeding a ratio of 4 Drainage e cleonouts to be brought above rade & capped just below finished rade with rubber cap. NO. ISSUANCE DATE
or wooded and Ex osure C to be used for open and shoreline areas. Earthquake Use Group I, Site Class D ) 9 pipe g 9 PP 1 g p
p P q P 1-1/2 to 1. Joints can be either formed, tooled, saw cut or Zipstrip. 32) Floor to floor tension ties (Simpson CS 20 x 36") to be installed every 32"oround house perimeter holding Clean outs to be located 1'before 90 degree bend.
Seismic Design Category B. second floor studs to first floor studs unless otherwise shown. Tension ties to be located on each side of door RELEASES
2) These plans are designed to meet or exceed the requirements of the 2020 Residential & Building Code of 31) Welded wire mesh should be positioned in the top 2"of the slob. Flat sheets to be used with an overlap of or window openi'ngs over 4'and within 2' from all corners unless otherwise shown. (9) 8d nails to be installed at 5) Bring sand backfill 3"to 4"above grade to allow for settling. Add 4"native soil to top at and of job.
New York State & WFCM 2018. When building in other jurisdictions, variations or adjustments may be required. 1 • each end. SEAL:
Verify any such requirements with local code or enforcement officers. 6) If pumps are required they are to be checked & tested twice per year. F1ED q
32) Under the slab shall be placed 4"of compacted sand or crushed gravel over o 15 mil vapor retarder with 33) Roof ridge tension strap to be LSTA-18 with (4) 8d nails each end. ��'<c Rcti
3) The architect/engineer's certification applies only to this plan's conformance to the 2020 Residential & joint overlaps of 6"minimum. Use Vapor Block VB15 from Raven Industries. 7) Ground adjacent to foundation shall be sloped away from house 5/8"per foot for 10'(5% slope). Swoles C�� 1M G. VD�0 ��
Building Code of New York State & WFCM 2018. 34) Double LV,'s or dimensioned lumber shall be installed around all fireplace, stair openings and skylights with shall have longitudinal slopes '4"per foot minimum (2% slope). �� IV ' ��.a
33) Sub-grade preparation under slab -The existing sub-grade should be cleared of top soil and organic connector hardware.
matter and stockpiled separately. Pronounced soft and hard spots should be excavated and refilled and
4) Glazed openings must be protected with glass, certified to meet the large missile test (impact-resistant) or 8) Foundation wall waterproofing to be Tuff-N-Dri with drainage/insulation board Warm-N-Dri. *
compacted with o soil similar to the surrounding soil. 35) AIi crickets to have minimum pitch of raj per foot. _ .�-►a
with structural shutters with a minimum thickness of 7/16"and a maximum panel span of 8'. Panels shall be
precut and predrilled. Attachment hardware to be corrosion resistant #8 wood screws 2-1/2"screws w/ 2" 34) Granular fill, such as crushed gravel, sand or a mixture of sand and gravel shall be used as fill under the 36) Joist hangers shall be used on all flush headers. STRUCTURAL STEEL �X 03242- y
5) Garage door openings to have additional bracing and heavier gauge tracks/hardware to protect against 130 0Q�
embedment placed 8"on center. vapor barrier. If soil is disturbed, mechanical compaction to 95 o Modified Proctor test in soil lifts not exceeding pF NES
6 • 37) All framing on or near salt water shall be fastened with hot dipped galvanized or stainless steel nails and 1) Shop Drawings -Submit shop drawings for Engineers approval prior to fabrication. Ship drawings to include
fasteners. complete details and schedules for fabrication and assembly of structural steel member, procedures and
miles per hour winds. Garage door glazed opening protection for wind-born debris shall meet the requirements 35 Curing of concrete slabs open to the elements is to be done b keeping the slab wet and at temperatures p y p
g p y p g p diagrams. Include details of cuts, connections, camber, holes, and other pertinent data. Include welds by standard
of an approved impact-resisting standard or ANSI/DASMA 115. between 40 and 70 degrees F or using a curing compound. AWS symbols and show size, length and type of each weld. Provide setting drawings, templates and directions for
6 Electrical work shall conform to national electrical code �atesf edition and an a licable local codes. installation of anchor bolts and other anchorages.
( ) y PP 36) No vehicles shall be placed on the slab until the 28 day strength is achieved. 38) 4x4 deck posts are to be bolted to the rim or bond joist w/ (2) '2'x 6"hot dipped galvanized bolts, 2"
7 Contractor to verify all dimensions before startin from the edge of the joist. All posts to be connected w/ Simpson Strongtie DTT deck tension ties which will 2) Code for fabrication to be American Institute of Steel Construction (RISC) 15th Edition.
) y 9• 37) Curing of concrete walls and slabs open to the elements is to be done by keeping them wet and at require bfocking(www.strongtie.com/deck). The spacing of the posts are not to exceed 6'on center.
temperatures between 40 and 70 degrees for 7 days or using a curing compound. 3) Qualifications for welding work -Qualify welding procedures and welding operations in accordance with AWS
8) if header sizes are not shown, contractor to contact architect/engineer. 39) Garage door shall have a minimum of (5) 318"x 3"lag bolts supporting each garage door rail for 8'x 8' Qualification requirements. Welders shall have current evidence of passing the appropriate qualification tests. The
38) Minimum concrete cover for rebars to be 3"when concrete cast against the ground, V4" when concrete not door and (8) lag bolts for 8'x 16'door. Contractor to verify that door is impact resistant. engineer may request evidence at any time during the project.
9) Do not scale drawings. Follow dimensions only. exposed to weather or in contact with ground and 1-1/2"when concrete exposed to weather or in contact with
ground. 40) All window and door flashings are to be installed per the manufacturer. Where details are not provided by 4) Structural steel shapes to be A992, plates and bars to be A36 or A572 Grade 50.
present before starting work.Contractor verify testing if lead based point, asbestos, mold or other hazardous substances are the manufacturer pan flashing shall be installed at all window and door openings. Other flashings around window
prand doors shall comply with 2020 RC of NY R703.4 Flashing. 5) Anchor bolts to be ASTM A325 or GR 55 F1554. Acrylic adhesive anchors can be substituted for cast in
11) The EPA's Renovation, Repair and Painting (RRP) law requires that contractors performing renovation, repair FRAMING NOTES place anchors with Engineers approval.
and painting projects That disturb more than six square feet of paint in homes, child care facilities and schools 41) Vented roofs !n attics to have a net open area equivalent to 1/300 of the attic floor area and provide a
built before 1978 must be certified and trained to follow specific work practices to prevent lead contamination. 1 All framing lumber to be Douglas Fir 2 or better in an S-Dr condition. vapor retarder Installed on the warm side of attic ventilation. 6) High strength threaded fasteners, heavy hexagon structural bolts, nuts and washers to be A325 or A490
p p p ) g g # y bolts.
PROJECT:
12) Any alteration, repair addition or conversion to an existing dwelling requiring a building permit requires that 2) All sill plates that sit an concrete to be a minimum double 2x6 ACO pressure treated or Micronized Copper
42) Unvented cathedral or vaulted roofs/ceilings to have air-venting baffles on underside of roof running
all sleeping rooms in the house be upgraded with hard-wired +Ind interconnected smoke alarms. continuous from soffit to roof vent or on the underside of the plywood roof a minimum of 3 of closed cell 7) Electrodes for welding AWS A5.1 or A5.5 E70XX. Welding temperatures shall be in accordance with the RISC
P 9 pg Azole (MCA). Fastening of rim board to sill to be 10d toe nails 6"on center. All nails penetrating into the spray foam (R-20) with a class II vapor retarder built-in or pointed on for condensation control. Fiberglass Batt and AWS specifications. Any structural steel damaged in welding is to be replaced or reinforced as acceptable to Blue Horizon Bluffs
13) Excavations deeper than 5must be constructed according to OSHA regulations. Soft or sandy soils must pressure treated sill plate shall be hot dipped galvanized or stainless steel. insulation can Le added under. the engineer.
have at least a 1:1 slope. Hard or compact soils must hove at least 1:2 slope. 3) Termite shield shall be either copper flashing or COP -R-Shield and extend 1"minimum on each side of the 8) Structural steel primer paint to be SSPC -Paint 13. Exposed steel to have one coot of a zinc rich primer,
14) Grade property 5% in first ]0'from the building. Elsewhere the site to be sloped away at 2%. Foundation concrete wall. Sili sealer to be used with this product. MASONRY SPECIFICATIONS an intermediate coat of epoxy and a finish coat of urethane.
wall to extend a minimum 8"above grade. 4) All deck framing to be Micronized Copper Azole (MCA) rated for ground contact specified as either UC4A 1) All masonry work to comply with Building Code Requirements for Masonry Structures and Specification for 9) Non metallic shrinkage resistant grout to be premixed, non-corrosive and non-staining consisting of
(ground contact general use), UC4B (ground contact heavy duty) or UC4C (ground contact extreme duty). UC3B Masonry Structures, TMS 402/602-16. Mason to follow 2020 Building & Residential Code of NY & WFCM 2018. selected silica sand, Portland cement, shrinkage compensating agents, plasticizing and wafer reducing agents.
15) Under slab areas -after the service lines have been installed, all plastic or copper lines should be properly can be used for exterior construction that does not come in contact with the ground. Nails to be hot dipped or
bedded (clean fill, no rocks) and tested for leaks prior to backfilling. All copper lines should be checked for stainless. 2) All horizontal and vertical joints to be 3/8"thick. 10) Fabricate and assemble structural assemblies in shop to greatest extent possible. Fabricate items of
dents or abrasions and wrapped in split foam insulation. structural steel in accordance with RISC specifications and as indicated on final shop drawings.
5) Two rows of blocking to be installed every 4'along concrete foundation walls where the first floor joists are 3) The cavity between the brick and block or insulation shall be kept free of mortar and shall not be less PeCOniC, NY
16) All trades that are installing piping under the slab must install color coded caullon tape 12"above their running parallel to the foundation wall if the wall is taller than 8'. The plywood floor is to be nailed into this than a 1"space,
work. Use red for electric, blue for wafer, green for sewer, yellow for gas and orange for phone/cable. Mark blocking.
location of new work with calor coded spray paint offer trenches have been backfilled. " " 4 Mortar joints between concrete blocks shall be made straight and with uniform thickness. Bed joints for the 11) All connections should be constructed as shown on the drawings. Alternate connection designs shall only be
6) Floor assemblies using I Joists shall be provided a gyp / ) 9 DRAWING NAME:
sum wallboard membrane, 5 8 wood structural face and web shells shall be fully mortared. allowed with prior approval of the engineer. Calculation shop drawings shall be bearing the
17) Copper joints will not be allowed under the slab and must be placed in a wall manifold. panel membrane, or equivalent on the underside of the framing member. This is not required over crawl spaces engineer's seal and signature. on anop e suear
CONSTRUCTION
(See iRC R302.13). 5) Horizontal and vertical cells of concrete blocks that contain reinforcing bars, ledger bolts or other inserts
1$) Asphalt roof shingles Installed must meet 130 mph rating & wrappers shall bear label indicating compliance shall be filled solid with cement grout. 12) Connections made with unmarked bolts and nuts will be rejected. All bolting to be Snug-tight. DOCUMENTS
with ASTM D 3161 class F. Contractor to follow nailing per manufacturer. Drip edge to be installed on all eaves 7) Fastening of exterior plywood to rim joists (box beam) and double top plates to be 2 rows of 8d nails 3"
and rakes. on center. Fastening of plywood to double sill plate to be 3"on center staggered into each 2x member. 13 Connections shao connections shall consist oweldsdeveloping
6) Grout pours shall not be made in lifts higher than 5,. The grout should be well consoiidofed in place. Lifts all be detiled or scheduled. Ntihll f 10000 pound) P SPECIFICATIONS
}9) Contractor is responsible for all flashings. 8) Fastening of top and bottom plate on Interior walls to be (2) 16d nails every 12". Top plate to be
shall stop 2"below the top block. Grout mix shall be fine and conform to ASTM specification C476. Mix to be a capacity. Minimum weld size shall be 3/16"fillet.
nine sack mix. Grout to have a minimum compressive strength of 3500 psi.
connected to ceiling joists or with blocking spaced not more than 12"on center with (2) 16d nails every 12". 14) Gas cuffing torches shall not be used to correct fabrication errors without the approval of the engineer.
7) All brick shall conform to ASTM spec C62 and C216. DRAWING NUMBER:
9) All deck ledgers to be pressure treated Micronized Copper Azole 2x material. Ledgers to be attached with 15) All structural steel that is located in exterior unheated spaces, including steel directly exposed to weather DRAWN BY: ACV SET:
%"log or thru bolts w/ washers 12"D.C. top and bottom staggered and located not closer than 2"from top and 8) The grout space in the parapet walls shall not be less than the sum of the diameters of the vertical and shall be power tool cleaned and painted with three coats of oil based paint in accordance with the Steel
bottom ed es and ends. Hole for la bolts into rim joist to be 5 16"and ledger X". All Railing posts to be 2"thick. Painting Council. CD
9 9 J / 9 9 P horizontal bars plus / clear on each side of the bars. The grout space shall not be fess than 2 thick. CHECKED BY: ACV
connected w/ Simpson Strongtie DTT deck tension ties (www.strongtie.com/deck). 16) Connection of wood packout to steel beams and columns to be w/ %"bolts 2'on center on each side of SCALE: SHEET.
9) All pipes `hat pass through the masonry shall be sleeved to prevent them from bonding with the masonry. the web. Alternative connection is to use a ower actuated fastener b Hilti X Dili. Shaft of fastener to full
10) All headers to be (2) 2x12 or (2) 1-3/4 x 11-7/8 microlams unless noted otherwise. P Y y CURRENT
10) Full height vertical joints shall be filled with a compressible bituminous material. Horizontal reinforcing does penetrate steel flange or web. Locate 16"on center on each side of web. Do not thermally cut holes or enlarge ISSUE DATE: 02
not continue throe h the vertical •oints. holes by burning.
-__________ N __ ______ I I
Nailing Schedule
Joint Description INumber of nails INail Spacing ADAM VOLOSIK
28 South Harbor Rd.
RoofFraming outhold,NY 11971
Rafter to top plate Toe Nailed 3-8d Per Rafter SIMPSON LSTA — 20 GAGE RIDGE STRAP — ALL ROOF RAFTERS :631.806.2537
Ceiling Joist to top plate Toe Nailed 3-8d Per joist
Ceiling Joist to Parallel Rafter Face Nailed 6-16d Each lap X 6 TIE @ EACH RAFTER IN
Ceiling Joist Laps over Partitions Face Nailed 6-16d Each lap LIEU OF STRAP.
Collor Tie to Rafter Face Nailed 3-8d Per Tie ICE SHIELD UNDERLAYMENT REQUIRED
Blocking to Rafter Toe Nailed 3-8d Each end '�
Rim Board to rafter End Nailed 2-16d Each end �:o, RRICANE CLIP
TYP.
Wall Framing
Top Plate to Top Plate Face Nailed 2-16d Per Foot ( ALTERNATE POSITION
Top Plate at Intersections Face Nailed 4-16d Joints ea. Side OF HURRICANE CLIP.
Stud to Stud Face nailed 2-16d 24 o.c. USE SIMPSON H3
Header to Header Face Nailed 16d 16 o.c. along edges
Top of Bottom Plate t0 Stud end Nailed 2-16d Per 2x4 Stud SIMPSON H2 HURRICANE CLIP MST37 METAL STRAP
3-16d Per 2x6 Stud NAILED FROM RAFTER TO STUD. ROVIDE 8d COMMON NAILS @ @JACK POST
4-16d Per 2x8 Stud TYPICAL ALL RAFTERS. (5) 8d 4" O.C. AT EXTERIOR EDGE OF W/(4) 8d NAILS @ 48"
NAILS EACH END. ALL SHEATHING EACH END TYP.
Bottom Plate to Floor joist, Band Joist, End Joist, or Blocking (Face Nailed) 2-16d 1,2 Per Foot APA
TP
Floor Framing EXTEND TO ROP OF ATED PLYWOOD
PATE
Joist to Sill, Top Plate or Girder Toe Nailed 4-8d Per Joist (4) 8d NAILS
Bridging to Joist Toe Nailed 2-8d Each End JACK POST. TYP.
Blocking to Joist Toe Nailed 2-8d Each End MST27 @ STUDS
Blocking or p (Toe to Sill To Plate TNailed 3-16d h block W/ (4) 8d NAILS
each
Ledger Strip to Beam Face Nailed 3-16d each joist ® 48" D.C. EACH END TYP.
Joist on Ledger to Beam Toe Nailed 3-8d per joist FLOOR JOIST
Band Joist to Joist End Nailed 3-16d per joist
Band Joist to Sill or Top Plate Toe Nailed 2-16d per foot DOUBLE TOP PLATE \--PLYWOOD SHEATHING TO COVER
2x6@ 16" O.C. LAP BOX BEAM - TOP AND BOTTOM HEADER
Roof Sheathing STUDS IMPSON MST27
Structural Panels 8d 6 Edge 6 Field 1 1/2" WIDE - 20 GAGE
Diagonal Board Sheathing METAL STRAP @ 48" O.C.MAXIMUM.
1 "x6" or 1 "x8" 2-8d Per Support
7x10" or Wider 3-8d Per Support STRAP TO STUD
W/ (4) 8d NAILS
OP OF
Ceiling Sheathing WRAP & NAIL STRAP SIMPSON MST27 1 112- WIDE FOUNDATION
Gypsum Wallboard 5d coolers 7 Edge 10 Field (4) 4d NAILS - 20 GAGE METAL STRAP @ 48" O.C.
AROUND SILL PLATE + 12" FROM EACH CORNER WRAP
AT ANCHOR BOLT AROUND SILL PLATE. ROVIDE (4) 8d
Wall Sheathing NAILS INTO SILL PLATE.
Structural Panels 8d 6 Edge 12 Field AIL SHEATHING TO SILL PLATE FLOOR JOIST
Fiberboard Panels :8d NAILS @ 4" O.C.
7/16" 6d 3 Edge 6 Field 2 5 REBAR w •O. V p .. D,°:' V.,O..' D DD .:0. . D' �p'.` D'_p .':P ;: P'. O. ° ° :.:
X 6 SILL PLATE
25/32" 8d 3 Ede 6 Field
o..
ACO TREATED. b.. p. . . q ...D} pt. 0: :.. D..'.0...• . p, .. . ° ... D.. V. . °'.:. D,P,.'. .
•:D' D,,:O..p ..�.p... q:....P'.' D':�".h ♦ D ° ' 4:° ' '0,:;p.♦D V.... qD D 0'.P .Op D' :'.D: R..O.: ' ♦•D... ,..,p D":. .°: ', ♦.D. :° ' D
�; � p.;9:'. •V. ° .. p ..'p.: � 0:... D.. P:'.'D V;.. : • D ..P. V.•p".,D...° " D;p"•_. p' :D. ..p,. .. p'..•.D:
p D':0...," ♦D..':V... "q D p'. C,,' D'.•.'y.•'°::o . D ° ' >.°D 9 ♦ D Q D ..D' p ,D. D.P,'. ,.'p ...D. .D 9:. .•D..
,a ° ..°p,,,o ° ..D.°. q.•9ti O:. D c ::°'° R.,° p ,0 DD ....° p; ° D ..p °. .,D. p.O .D.i p . D D. .D Q,. .,e.q;',',°.. POp"Q...D
Gypsum Wallboard 5dcoolers 7 Edge 10 Field SEE FOUNDATION DWG. x 12) A.B.Ae � 48„ O.C.oc
D: q:°::•..• .'D' "° •'. D. D D'. q'9'•:,� . D..t° o:°” '°•`.° ° q.a,. ..p ...o: D °'p •'D ..o:
' D'. '.p'.. 0 °♦ DD 9P ,.D.....P'. . p.,,°,io.♦ D ° '' D:D:PQ.�..'p�♦;D...D •'. :D....,p,..D,:... .p'q.,,Dp,♦ 9. .D ..D. p.'0: " . D .''9.:,..;p...,'.•p D♦•D..•°..,
FOR DESIGN W FENDER WASHER.8dHardBoard 6 Edge 12 Field D PD D P. . pOtD C °p U O. ° V D° .., °. o :. p a ° V °D D D"D 0 D• •.DO..'Dh.D..D'p,p'p•
q. .
D.. . V•. : j P p.
.°','.��D D♦.Do °,,D.;.O_a.,•..D.,,D_ ,..p:Dn.p.°.:p.�,,D.,.O..,•.•D:°:�4:0„'. :�♦';D...°,D.. p;p,.. •D.'.:.D: q. p.. D.:'q,;'.p, .�.,° • ID..'.t1.,�':;p:D... :O•.q ...?',,1.':D•
Particleboard Panels 8d 6 Edge 12 Field ° ..,v� .p'VD♦'D'. ° .. ..pP ,• ° D V D °,'p • p d ...o Po'D D D
Diagonal Board Sheathing 1x6 or 1 "x8" 2-8d per support SECTION DIAGRAM ELEVATION DIAGRAM
1 "X10” or wider 3-8d per support
Structural Panels Floor Sheathing HOLD DOWN AND SHEAR CONNECTION CRITICAL PATH
1 or less 8d 6 Edge 12 Field
greater than V 10d 6 Edge 6 Field
Diagonal Board Sheathing
1 "T' or 1 "x8` 2-8d per support a ° ° a
1 x10 or wider 3-8d per support °
a a a
—PLYWOOD SHEATHING
��ROOF SHINGLES: f 2 x s STUD WALL FASTNERS FOR ALL ROOF SHINGLES SHALL BE GALVANIZED STEEL, STAINLESS STEEL, STA15-20 GAUGE
ALUMINUM DR COPPER ROOFING NAILS MIN. OF 12 GAUGE SHANK WITH A MIN, OF 3/8" HEAD 0 STRAP To STUD + TAL12" STRAP X48 O.C.
W/ (4) 8d NAILS ( 12 FROM EACH CORNER
ATMF1667 OF A LENGTH TO PENETRATE THROUGH THE ROOFING MATERIALS AND A MIN. OF WRAP AROUND SILL PLATE. USE
3/4" INTO THE ROOF SHEATHING, WHERE THE ROOF SHEATHING IS LESS THAN 3/4" THICK THE h h 2 X 6 TREATED (4) sd NAILS INTO SILL PLATE.
SILL PLATE 1 PERMIT SET 13 SEPTEMBER 2021
FASTNER SHALL PENETRATE THROUGH THE ROOF SHEATHING -0 <' 10 0 NAIL SHEATHING TO SILL " NO. ISSUANCE DATE
10 p D <' 30 0 PLATE USING 8d NAILS @ 4 O.C.
° ° ° (2) #5 REBAR CONTINUOUS RELEASES
8905,26: ASPHALT ROOF SHINGLES SHALL HAVE A MINIMUM OF 6 FASTNERS PER SHINGLE ° a ERMITE SHIELD AND
SILL SEAL.
SEAL:
GABLE ROOFS HIP ROOFS 5/8" DIA. x12" A.B. @48"
PROVIDE Sd COMMON NAILS ® 4" O.C. "
FED AR
D <, 10 0 0 O.C. - TYP. +12 FROM GRADE 6 MIN. BELOW '(� ARC
10 < D < 30 AT HIGH PRESSURE ZONE. EACH CORNER. W/ FENDER WASHER. TOP OF CONC. (?�� pM C'��<
6" O.C. AT ALL OTHER PORTIONS OF THE
a a a a
ROOF TYP.
a * Or
WATERPROOF ALL
1/2" EXPANSION SEAL URFACES BELOW w
GRADE TYP. o ��9TF 032421 �OQ�
iD` ( )
9
OF NES
4" CONC. SLAB
z
h W/6X6 110/#10 WWM
PROVIDE 8d NAILS 0 4" O.C. AT PERIMETER INTERIOR
p,
IC110 ° 1 o 0< D � 45 0 PORTIONS OF PANELS IN NIGH PRESSURE ZONES. 4 X 4 KEYWAY
a
NOTE : a = 4 FT. IN ALL CASES
(2) #5 REBAR o . ....°.
D.
GABLE ROOFS CONTINUOUS
10 0< 9 < 45 0 X16 PC. FTG. SET ON
UNDISTURBED SOIL
SET 36" BELOW GRADE
NAILING DIAGRAM FOR COMPONENT AND CLADDING PRESSURE ZONES FOUNDATION SECTION DIAGRAM
PROJECT:
WINDOWS - GLAZED OPENING
FOR NEW CONSTRUCTION , EXTERIOR WINDOWS MUST BE PROTECTED VIA GLAZING MEETING
THE LARGE MISSILE TEST CERTIFICATION OF ZONE Il ASTM E 1886-97 AND ASTM E 1996-99 �� EACH WIND❑W TO RECEIVE
OR VIA STRUCTURAL SHUTTERS WITH ATTACHMENT HARDWARE PROVIDED. NEW STRUCTURES (1) 7/16' THICK x SIZE OF
8'— MAK. SF AN WINDOW
LOCATED WITHIN ONE (1) MILE OF THE MEAN HIGH WATER MUST HAVE GLAZING CONFORMING PLUS 4' EA. SIDE CDX
TO WIND ZONE 111, MISSILES DEFINED IN PARAGRAPH 6 OF ASTM E 1996-99. GLAZING CONFORMING < PLYWOOD
TO WIND ZONE 11, MISSILES CAN BE USED AT A DISTANCE GREATER THAN ONE MILE OF THE COASTLINE. PROVIDE 48 CORR❑SI❑N
RESISTANT WOOD SCREWS w/
2' EMBEDMENT
@ 8' ❑.C, AROUND PERIMETER DRAWING NAME:
PROTECTIVE PANELS TO BE PROVIDED FOR ALL AREAS BY OF WINDOW
A — CLEAR SHIELD HURRICANE + SECURITY PANELS — 631 — 287 5060 CONSTRUCTION
.
BOR QUICK GUARD STORM PANELS. 631 — 287 5330 DOCUMENTS
C — PLYWOOD PANELS AS PER CODE COVER SHEET
PROTECTION DEVICES TO BE IN ACCORDANCE WITH LARGE MISSILE TEST OF HURRICANE SHUTTER DETAIL WIND DIAGRAMS
ASTM E 1996 AND OF ASTM 1886. AS NOTED IN 2015 International Residential Code. SCALE: 1/4" = 1'-0" (TYPICAL AT ALL WINDOWS) SCALE: N.T.S. DRAWING NUMBER:
DRAWN BY: ACV SET:
CHECKED BY: ACV C D
SCALE: SHEET.
///
CURRENT 0 * 3
ISSUE DATE:
ADAM VOLOSIK
28 South Harbor Rd.
outhold,NY 11971
:631.806.2537
EXTERIOR WINDOWS & DOORS MAIN HOUSE EXTERIOR WINDOWS & DOORS CABANA
UNIT# LOCATION TYPE MANUFACTURER MANUFACTURER'S# TRANSOM MULL UNIT SIZE ROUGH OPENING FINISH NOTES UNIT# LOCATION TYPE MANUFACTURER MANUFACTURER'S# TRANSOM MULL UNIT SIZE ROUGH OPENING FINISH NOTES
001 GYM SLIDING DOOR MARVIN ULSDSTKTSBR8070 8'-1 23/32"X 7'-1 11132" 8'-223/32"X7'-127132" STONE WHITE
101.1 CABANA CASMENT MARVIN UCAP4092 UCAP4056 3 1/2"SPACE 3'-4"X 12'-5 3/4" 3'-5"X 12'-6 3/4" STONE WHITE
002 BASMENT HALL MODERN MARVIN MODERN COMMON MULL 19'-5 1/2"X 7'-0" 19'-6 1/2"X 7'-5" STONE WHITE
101.2 CABANA CASMENT MARVIN UCAP4092 UCAP4056 3 1/2"SPACE 3'-4"X 12'-5 3/4" 3'-5"X 12'-6 3/4" STONE WHITE
101.3 CABANA CASMENT MARVIN UCAP4092 UCAP4056 3 1/2"SPACE 3'-4"X 12'-5 3/4" 3'-5"X 12'-6 3/4" STONE WHITE
003 MEDIA ROOM SLIDING DOOR MARVIN ULSDSTKTSBR8070 8'-123/32"X7'-111/32" 8'-223/32"X7'-127132" STONE WHITE
100 LIVIIVG ROOM SLIDING DOOR MARVIN ULSDSTKSBR160100 16-0 318"X 10-1 11/32" 16-1 3/8"X 10'-1 27/32" STONE WHITE 101.4 CABANA CASMENT MARVIN UCAP4092 UCAP4056 3 1/2"SPACE 3'-4"X 12'-5 3/4" T-5"X 12'-6 3/4" STONE WHITE
102.1 CABANA CASMENT MARVIN UCAP4056 3'-4"X 4'-7 1/8" 3'-4"X 4'4 5/8" STONE WHITE
101 LIVING ROOM SLIDING DOOR MARVIN ULSDSTKSBR200100 19-8 318 X 10-1 11/32" 19'-9 3/8"X 10-1 11/32" STONE WHITE
102.2 CABANA CASMENT MARVIN UCAP4056 3'-0"X 4'-7 1/8" 3'-4"X 4'-7 518" STONE WHITE
102 DINING ROOM SLIDING DOOR MARVIN ULSDSTKSBR80100 8'-1 23/32"X 10-1 11132" 8'-2 23132"X 10-1 11/32" STONE WHITE 102.3 CABANA CASMENT MARVIN UCAP4056 3'-4"X 4'-71/$" 3'-0"X 4'-7 5/8" STONE WHITE
103.1 DINING ROOM CASEMENT MARVIN UCAP4072 UCA4024 5 1/2"SPACE 3'-4"X 8'-3 3/4" 3'-5"X 8'-4 3/4" STONE WHITE 102.4 CABANA CASMENT MARVIN UCAP4056 3'4"X 4'-7 1/8" 3'-4'X 4'-7 5/8" STONE WHITE
103.2 DINING ROOM CASEMENT MARVIN UCAP4072 UCA4024 5 1/2"SPACE 3'-4"X 8'-3 3/4" 3'-5"X 8'-4 3/4" STONE WHITE 103.1 CABANA CASMENT MARVIN UCAP4056 3'4"X 4'-7 1/8" T-4"X4'-7 5/8" STONE WHITE
103.3 DINING ROOM CASEMENT MARVIN UCAP4072 UCA4024 5 1/2"SPACE 3'-4"X 8'-3 3/4" 3'-5"X 8'4 3/4" STONE WHITE 103.2 CABANA CASMENT MARVIN UCAP4056 3'4"X 4'-7 1/8" 3'4"X4'-7 5/8" STONE WHITE
103.4 DINING ROOM CASEMENT MARVIN UCAP4072 UCA4024 51/2"SPACE 3'4"X 8'-3 3/4" 3'-5"X 8'4 314" STONE WHITE 104 CABANA SLIDING DOOR MARVIN ULSDSTKSBR12080 11'-10 31/32"X 8'-1 11/32" 11'-11 31/32"X 8'-2 23/32" STONE WHITE
103.5 DINING ROOM CASEMENT MARVIN UCAP4072 UCA4024 5 1/2"SPACE 3'4"X 8'-3 3/4" 3'-5"X 8'-4 3/4" STONE WHITE
104 HALL MODERN MARVIN MODERN COMMON MULL 19'-5 1/2"X 9'-6 1/2" 19'-6 1/2"X 9'-7 112" STONE WHITE QII�r
105.1 ENTRY CASEMENT MARVIN CUSTOM 4'-0"X 10'-1 11/32" 4'-1"X10'-1 27/32" STONE WHITE
105.2 ENTRY PIVOT DOOR UPSATE DOOR CUSTOM 4'-0"X10'1 11132" 4'-1"X10'-1 27/32" STONE WHITE
105.3 ENTRY CASEMENT MARVIN CUSTOM 4'-0"X10'1 11132" 4'-1"X10'-1 27/32" STONE WHITE
106.1 ENTRY CASEMENT MARVIN UCAP4072 UCA4024 5 1/2"SPACE 3'-4"X 8'-3 3/4" 3'-5'X 8'4 3/4" STONE WHITE
106.2 ENTRY CASEMENT MARVIN UCAP4072 UCA4024 5 1/2"SPACE 3'4"X 8'-3 3/4" 3'-5"X 8'-4 3/4" STONE WHITE EXTERIOR WINDOWS & DOORS GARAG E
107.1 FAMILY ROOM CASEMENT MARVIN UCAP4072 UCA4024 5 1/2"SPACE 3'-4"X 8'-3 3/4" T-5"X 8'4 3/4" STONE WHITE UNIT# LOCATION TYPE MANUFACTURER MANUFACTURER'S# TRANSOM MULL UNIT SIZE ROUGH OPENING FINISH NOTES
107.2 FAMILY ROOM CASEMENT MARVIN UCAP4072 UCA4024 51/2"SPACE 3'-4"X 8'-3 3/4" 3'-5"X 8'-4 3/4" STONE WHITE 101 GARAGE CASMENT MARVIN UCA4060 3'4"X 4'-11 118" 3'-5"X4'-Il 5/8" STONE WHITE
107.3 FAMILY ROOM CASEMENT MARVIN UCAP4072 UCA4024 51/2"SPACE 3'-4"X 8'-3 3/4" 3'-5"X 8'4 3/4" STONE WHITE 102 GARAGE CASMENT MARVIN UCA4060 3'-0"X 4'-11 1/8" 3'-5"X 4'-11 5/8" STONE WHITE
107.4 FAMILY ROOM CASEMENT MARVIN UCAP4072 UCA4024 5 1/2"SPACE 3'-4"X 8'-3 3/4" 3'-5"X 8'-0 3/4" STONE WHITE 103 STORAGE CASMENT MARVIN UCA4060 3'4"X 4'-11 1/8" 3'-5"X 4'-11 5/8" STONE WHITE
107.5 FAMILY ROOM CASEMENT MARVIN UCA4072 UCA4024 5 112"SPACE 3'-4"X 8'-3 3/4" 3'-5"X 8'4 3/4" STONE WHITE 104 STORAGE CASMENT MARVIN UCA4060 3'4"X 4'-11 1/8" 3'-5"X 4'-11 5/8" STONE WHITE
108.1 FAMILY ROOM CASEMENT MARVIN UCA4072 UCA4024 5 1/2"SPACE 3'-4'X 8'-3 3/4" 3'-5"X 8'4 3/4" STONE WHITE 105 STORAGE CASMENT MARVIN UCA4060 3'-4"X 4'-11 1/8" T-5"X 4'-11 5/8" STONE WHITE
108.2 FAMILY ROOM CASEMENT MARVIN UCA4072 UCA4024 5 1/2"SPACE 3'4"X 8'-3 3/4" 3'-5"X 8'-4 3/4" STONE WHITE 106 STORAGE CASMENT MARVIN UCA4060 3'4"X 4'-11 1/8" T-5"X 4'-11 5/8" STONE WHITE
108.3 FAMILY ROOM CASEMENT MARVIN UCA4072 UCA4024 51/2"SPACE 3'-0"X 8'-3 3/4" T-5"X 8'4 3/4" STONE WHITE
108.4 FAMILY ROOM CASEMENT MARVIN UCA4072 UCA4024 5 1/2"SPACE 3'4"X 8'-3 3/4" 3'-5"X 8'-4 3/4" STONE WHITE
108.5 FAMILY ROOM CASEMENT MARVIN UCA4072 UCA4024 5 1/2"SPACE 3'-4"X 8'-3 3/4" 3'-5"X 8'-4 3/4" STONE WHITE
109.1 FAMILY ROOM CASEMENT MARVIN UCA4072 UCA4024 5 112"SPACE 3'-4"X 8'-3 3/4" 3'-5"X 8'-4 3/4" STONE WHITE
109.2 FAMILY ROOM CASEMENT MARVIN UCA4072 UCA4024 5 1/2"SPACE 3'4"X 8'-3 3/4" 3'-5"X 8'-4 3/4" STONE WHITE
109.3 FAMILY ROOM CASEMENT MARVIN UCA4072 UCA4024 51/2"SPACE 3'-4"X 8'-3 3/4" 3'-5"X 8'-4 3/4" STONE WHITE
109.4 FAMILY ROOM CASEMENT MARVIN UCA4072 UCA4024 51/2"SPACE 3'-4"X 8'-3 3/4" 3'-5"X 8'-4 3/4" STONE WHITE
109.5 FAMILY ROOM CASEMENT MARVIN UCA4072 UCA4024 5 1/2"SPACE 3'-4"X 8'-3 3/4" T-5"X 8'4 3/4" STONE WHITE
110 MUD ROOM INSWING DOR MARVIN UIFDG2 2870 UCA4024 5 1/2"SPACE 2-9 7/16"X 10'-2 5/8" 2-10 7/16"X 10'-3 5/8" STONE WHITE
111.1 MUD ROOM CASEMENT MARVIN UCAP4048 UCA4024 51/2"SPACE 3'-0"X 6'-3 3/4" T-5"X 6'4 3/4" STONE WHITE
111.2 MUD ROOM CASEMENT MARVIN UCAP4048 UCA4024 51/2"SPACE 3'-4"X 6'-3 3/4" 3'-5"X 6'-4 3/4" STONE WHITE
111.3 MUD ROOM CASEMENT MARVIN UCAP4048 UCA4024 5 1/2"SPACE 3'-4"X 6-3 3/4" 3'-5"X 6'-4 3/4" STONE WHITE INTERIOR DOORS MAIN HOUSE
112 GUEST BATH 1 INSWING DOR MARVIN UIFDG2 2870 UCA4024 5 1/2"SPACE 2-9 7/16"X 10'-2 5/8" 2-10 7/16"X 10'-3 5/8" STONE WHITE
113.1 GUEST BEDROOM 1 CASEMENT MARVIN UCA4072 UCA4024 5 112"SPACE 3'-0"X 8'-3 3/4" 3'-5"X 8'-4 3/4" STONE WHITE EGRESS UNIT# LOCATION TYPE TRANSOM DOOR SIZE ROUGH OPENING FINISH NOTES
113.2 GUEST BEDROOM 1 CASEMENT MARVIN UCA4072 UCA4024 5 112"SPACE 3'-4"X 8'-3 3/4" 3'-5"X 8'-0 3/4" STONE WHITE EGRESS 001 GYM BATH SWING N/A 2'-8"X7'-0" T-0"X7'-2" PAINTED
114 HALL INSWING DOR MARVIN UIFDG2 2870 UCA4024 5 1/2"SPACE 2-9 7/16"X 10'-2 518" 2-10 7116"X 10'-3 5/8" STONE WHITE 002 SAUNA SWING N/A 2'-8"X7'-0" 3'-0"X7'-2" PAINTED
003 STOR/MECH SWING N/A 2'-8"X7'-0" T-0"X7'-2" PAINTED
115 HALL MODERN MARVIN MODERN COMMON MULL 9'-2 3/4'X 9'-6 1/2" 9'-3 3/4"X 9'-71/2" STONE WHITE
004 GYM SWING N/A 2'-8"X7'-0" T-0"X7'-2" PAINTED
116 HALL MODERN MARVIN MODERN COMMON MULL 19'-5 1/2"X 9'-6 1/2" 19'-6 1/2"X 9'-7 1/2" STONE WHITE
005 MEDIA POCKET N/A 2'-8"X7'-O"-PAIR 6'-0"X7'-2" PAINTED
117 HALL MODERN MARVIN MODERN COMMON MULL 9'-2 3/4'X 9'-6 1/2" 9'-3 3/4"X 9'-7 1/2" STONE WHITE
006 HALL SWING N/A 2'-8"X7'-0"-PAIR 6'-0"X7'-2" PAINTED
118 PANTRY INSWING DOR MARVIN UIFDG2 2870 UCA4024 5 1/2"SPACE 2-9 7/16"X 10'-2 5/8" 2-10 7/16"X 10'-3 5/8" STONE WHITE
007 STORAGE SWING N/A 2'-8"X7'-0"-PAIR 6'-0"X7'-2" PAINTED
119.1 PANTRY CASEMENT MARVIN UCA4024 3'-0"X 10'-1'-11 1/8" T-1"X 10'-1'-11 5/8" STONE WHITE
003 MECH SWING N/A 2'-8"X7'-0"-PAIR 6'-0"X7'-2" PAINTED
119.2 PANTRY CASEMENT MARVIN UCA4024 3'-0"X 10'-1'-11 1/8" 3'-1"X 10'-1'-11 518" STONE WHITE
101 POWDER RM SWING N/A 2'-8"X 7'-0" 3'-0"X7'-0" PAINTED
119.3 PANTRY CASEMENT MARVIN UCA4024 3'-0"X 10'-1'-11 1/8" T-1"X 10'-1'-11 5/8" STONE WHITE
102 GUEST BED 1 SWING N/A 2'-8"X 7'-0" 3'-0"X7'-0" PAINTED
119.4 PANTRY CASEMENT MARVIN UCA4024 3'-0"X 10'-1'-11 1/8" T-1"X 10'-1'-11 5/8" STONE WHITE
103 GUEST BATH 1 SWING N/A 2'-8"X T-0" 3'-0"X7'-0" PAINTED
120 LIVING ROOM CASEMENT PICTURE MARVIN UCAP5696 4'-8"X T-11 118" 4'-9"X T-11 518" STONE WHITE
104 GUEST BATH 1 SWING N/A 2'-8"X 7'-0" 3'-0"X7'-0" PAINTED
121 LIVIIJG ROOM CASEMENT MARVIN UCAP5696 4'-8"X7'-Il 1/8" 4'-9"X T-11 5/8" STONE WHITE 105 LAUNDRY SWING N/A 2'-8"X 7'-0" 3'-0"X7'-0" PAINTED
201.1 LIVING ROOM CASEMENT PICTURE MARVIN CUSTOM T-8"X 8-1 11,132" 3'-9"X 8-127132" STONE WHITE 106 FAMILY ROOM SWING N/A 2'-8"X 7'-0" 3'-0"X7'-0" PAINTED
201.2 LIVING ROOM CASEMENT PICTURE MARVIN CUSTOM 3'-8"X 8-1 11132" 3'-9"X 8-127/32" STONE WHITE 107 FAMILY ROOM SWING N/A 2'-8"X 7'-0" T-0"X7'-0" PAINTED
201.2 LIVING ROOM CASEMENT PICTURE MARVIN CUSTOM 3'-8"X8-1 11132" T-9"X 8-127132" STONE WHITE 201 MAASTER BATH SWING N/A 2'-8"X T-0" T-0"X7'-0" PAINTED 1 PERMIT SET 13 SEPTEMBER 2021
201.3 LIVIIJG ROOM CASEMENT PICTURE MARVIN CUSTOM T-8"X 8-1 11132" 3'-9"X 8-127/32" STONE WHITE 202 MASTER CLOSET SWING N/A 2'-8"X 7'-0" T-0"X7'-0" PAINTED NO. ISSUANCE DATE
202.1 LIVIIJG ROOM CASEMENT PICTURE MARVIN UCAP5672 4'-8"X 5'-11 1/8" 4'-9"X 5'-11 5/8" STONE WHITE 203 MASTER BEDROOM SWING N/A 2'-8"X T-0" 3'-0"X7'-0" PAINTED RELEASES
202.2 LIVIIJG ROOM CASEMENT PICTURE MARVIN UCAP5672 4'-8"X5'-ll 1/8" 4'-9"X 5'-11 5/8" STONE WHITE 204 OFFICE POCKET N/A 4'-9"X T-0" 3'-0"X7'-2" PAINTED
202.3 LIVING ROOM CASEMENT PICTURE MARVIN UCAP5672 4'-8"X 5'-11 1/8" 4'-9"X 5'-11 518" STONE WHITESEAL:
205 GUEST BED 2 SWING N/A 2'-8"X 7'-0" 3'-0"X7'-0" PAINTED
202.4 LIVING ROOM CASEMENT PICTURE MARVIN UCAP5672 4'-8"X 5'-11 118" 4'-9"X 5'-11 5/8" STONE WHITE 206 GUEST BATH 2 SWING N/A 2'-8"X T-0" T-0"X7'-0" PAINTED g��a��AA�y,
203 MASTER BEDROOM CASEMENT PICTURE MARVIN CUSTOM 2'-8"X 8'-1 11/32" 2'-9"X 8'-2 23/32" STONE WHITE 207 GUEST BATH 2 SWING NIA 2'-8"X 7'-0" T-0"X7'-0" PAINTEDPQp�` I�0
204 MASTER BEDROOM SLIDING DOOR MARVIN ULSDSTKSBR8080 8'-1 23/32"X 8'-1 11/32" 8-127/32"X 8'-2 23/32" STONE WHITE
205.1 MASTER BEDROOM CASEMENT MARVIN UCAP4072 3'-4"X 5'-11 1/8" 3'-5"X 5'-11 5/8" STONE WHITE EGRESS
205.2 MASTER BEDROOM CASEMENT MARVIN UCAP4072 3'-0"X 5'-11 1/8" 3'-5"X 5'-11 5/8" STONE WHITE EGRESS
qT� 03242
205.3 MASTER BEDROOM CASEMENT MARVIN UCAP4072 3'-4"X 5'-11 1/8" T-5"X 5'-11 5/8" STONE WHITE EGRESS pF NE1
205.4 MASTER BEDROOM CASEMENT MARVIN UCAP4072 3'-4"X 5'-11 1/8" 3'-5"X 5'-11 5/8" STONE WHITE EGRESS
205.5 MASTER BEDROOM CASEMENT MARVIN UCAP4072 T-4"X 5'-11 1/8" T-5"X V-11 5/8" STONE WHITE EGRESS
206 HALL MODERN MARVIN MODERN COMMON MULL 19'-5 112"X 10'-0" 19'-6 1/2"X 10'-1" STONE WHITE
207 HALL SLIDING DOOR MARVIN ULSDSTKSBR8080 8'-123/32"X8'-111/32" 8-127132"X8'-223/32" STONE WHITE
208 OFFICE SLIDING DOOR MARVIN ULSDSTKSBR12080 11'-10 31/32"X 8'-1 11/32" 11'-11 31/32"X 8'-2 23/32' STONE WHITE EGRESS
209 GUEST BEDROOM 2 SLIDING DOOR MARVIN ULSDSTKSBR8080 V-1 23132"X V-1 11/32" 8-127/32"X8'-223/32" STONE WHITE EGRESS
210 GUEST BEDROOM 2 CASEMENT MARVIN UCAP4072 3'-4"X5'-Il 1/8" T-5"X 5'-11 5/8" STONE WHITE
211.1 GUEST BEDROOM 2 CASEMENT MARVIN UCAP4072 3'-4"X 5'-11 1/8" 3'-5"X 5'-11 5/8" STONE WHITE
211 GUEST BEDROOM 2 CASEMENT MARVIN UCAP4072 3'-4"X5'-Il 1/8" T-5"X 6-115/8" STONE WHITE
212.1 OFFICE CASEMENT MARVIN UCAP4072 3'-4"X5'-ll 1/8" T-5"X 5'-11 5/8" STONE WHITE
212.3 OFFICE CASEMENT MARVIN UCAP4072 3'-4"X 5'-11 1/8" T-5"X 5'-11 518" STONE WHITE
212.2 OFFICE CASEMENT MARVIN UCAP4072 3'-0"X 5'-11 1/8" 3'-5"X 5'-11 5/8" STONE WHITE
213.2 OFFICE CASEMENT MARVIN UCAP4072 3'-4"X 5'-11 1/8" T-5"X 5'-11 5/8" STONE WHITE
213.1 OFFICE CASEMENT MARVIN UCAP4072 3'-4"X5'-ll 1/8" T-5"X 5'-11 5/8" STONE WHITE PROJECT:
214 HALL MODERN MARVIN MODERN COMMON MULL 19'-5 112"X 10'-0" 19'-6 1/2"X 10'-1" STONE WHITE
215 MASTER BEDROOM CASEMENT MARVIN UCAP4072 3'-0"X 5'-11 1/8" 3'-5"X 5'-11 518" STONE WHITE
216.1 MASTER CLOSET CASEMENT MARVIN UCAP4072 3'-4"X 5'-11 1/8" 3'-5"X 5'-11 518" STONE WHITE
216.2 MASTER CLOSET CASEMENT MARVIN UCAP4072 3'-4"X 5'-11 1/8" T-5"X 5'-11 5/8" STONE WHITE
217.1 MASTER BATH CASEMENT MARVIN IJCAP4072 3'-4"X 5'-11 1/8" 3'-5"X V-11 5/8" STONE WHITE �' V
217.2 MASTER BATH CASEMENT MARVIN UCAP4072 3'-4"X5'-Il 1/8" 3'-5"X 5'-11 5/8" STONE WHITE
218 LIVING ROOM CASEMENT PICTURE MARVIN UCAP5672 4'-8"X 5'-11 1/8" 4'-9"X 5'-11 518" STONE WHITE
219 LIVIIVG ROOM CASEMENT PICTURE MARVIN UCAP5672 4'-8"X5'-Il 118" 4'-9'X 5'-11 5/8" STONE WHITE
301.1 FAMILY ROOM POLYGON MARVIN CUSTOM VIF VIF STONE WHITE
301.2 FAMILY ROOM POLYGON MARVIN CUSTOM VIF VIF STONE WHITE
301.3 FAMILY ROOM POLYGON MARVIN CUSTOM VIF VIF STONE WHITE
DRAWING NAME:
301.4 FAMILY ROOM POLYGON MARVIN CUSTOM VIF VIF STONE WHITE
301.5 FAMILY ROOM POLYGON MARVIN CUSTOM VIF VIF STONE WHITE CONSTRUCTION
302.1 LVING ROOM POLYGON MARVIN CUSTOM VIF VIF STONE WHITE DOCUMENTS
302.2 LVING ROOM POLYGON MARVIN CUSTOM VIF VIF STONE WHITE
COVER SHEET
302.3 LVING ROOM POLYGON MARVIN CUSTOM VIF VIF STONE WHITE
302.4 LVING ROOM POLYGON MARVIN CUSTOM VIF VIF STONE WHITE SCHEDULES
DRAWING NUMBER:
DRAWN BY: ACV SET:
CHECKED BY: ACV CD
SCALE: SHEET:
CURRENT 0*4
ISSUE DATE:
28 South Harbor Rd.
Southold,NY 11971
631.806.2537
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RELEASES
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0.VO4
032421
SITE PLAN F IN
1 SCALE:1/32"=1'-0"
PROJECT:
Blue Horizon Bluffs
COVERAGE CALCS:
501657 SF TO TOP OF BLUFF Peconic, NY
20% = 10,131 SF
1 ST FLOOR 4413 SF DRAWING NAME:
POOL/CAB 2661 SF SITE PLAN
GARAGE 1078 SF
TOTAL 8152 SF
16% TOTAL COEVRAGE
DRAWING NUMBER:
DRAWN BY: SET:
CHECKED BY: D
SCALE: 1/32"=1'-0" SHEET:
PROJECT No 9/22/2020 100
ADAM VOLOSIK ARCHITE
528 South Harbor Rd.
Southold,NY 11971
P:631.806.2537
10
28'-0" 14'-9" 14'-9" 91-101, 14'-9" 14'-9" 18'-4" 20'-0 7/8"
4 3/4"
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USE WRAP STRP W/GRACE
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2 REVISIONS BUILDING PERMIT 07 NOVEMBER 2021
5/8"DIA.X 12" HOT DIPPED 1 BUILDING PERMIT 13 SEPTEMBER 2021
GALVANIZED A.B.@4 8"O.C. NO. ISSUANCE DATE
TYP.NOT MORE THAN 12"
FROM EACH CORNER RELEASES
TOP OF 1ST FLOOR SUBFLOOR W/3"0'x3/16"SQ.WASHER
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4 Blue Horizon Bluffs
21� "d 12"POURED CONCRETE WALL
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TYP. COLUMN FOOTING TYP. FOUNDATION WALL SCALE: 1/41f=11-011 SHEET:
SCALE: 1 1/2"=l'-O" SCALE: 1 1/2"=V-0" PROJECT No 9/22/2020 2. 1
528 South Harbor Rd.
Southold,NY 11971
P:631.806.2537
1 2 3 4 5 6 7 8 9 10
28'-0" 14'-9" 14'-9" 9'-10" 9'-10" 14'-9" 14'-9" 18'-4" 20'-07/8"
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28'-0" 14'-9" 14'4" 9'-10" 9'-10" 14'-9" 14'-9" 18'-4" 20'-0 7/8"
IMF IF
1 2 3 4 5 6 7 8 9 10
1 BUILDING PERMIT 13 SEPTEMBER 2021
NO. ISSUANCE DATE
RELEASES
�S SMOKE DETECTOR SEAL:
co CARBON MONOXIDE DETECTOR �DAq,
�i RATE OF RISE DETECTOR �� �o os
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9J` X32421 Q�
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PROJECT:
Blue Horizon Bluffs
Peconic, NY
DRAWING NAME:
BASMENT PLAN
DRAWING NUMBER:
DRAWN BY: SET:
CHECKED BY:
CD
SCALE: 1/4 =1-� SHEET:
PROJECT No 9/22/2020 2•2
CAUsersladamlOneDdvelDocumentslIINBOX'Blue Horizon Permit Set_CURRENT.dwg
528 South Harbor Rd.
Southold,NY 11971
P:631.806.2537
1 2 3 4 5 6 7 8 9 10
28'-0" 14'-9" 14'-9" 9'-10" 9'-10" 14'-9" 14'-9" 18'-4" 20'-07/8"
STAIR
1 4 3/4" I I I 1 I I 143/4" i I
13'-6" 14'-11/4" 7'-2" 3'-91/2" 3'-91/2" 3'-9 1/2" 3'-91/2" 17'-0" 0015-11 1/4" 3'-10 3/4" 4'-9" 4'-9" 9'-71/4" 5'-4 5/8" X-91/2" 11'-41/4" 1-91/2" 3'-91/2" 3'-91/2" 3'-91/2" 2'-8 3/8"
I I I I I i I
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10 .1 10 .2 C1O .3 10 .4 10 .5 1 4
A - _ � - - - - - - - - - - - - - - - - -
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UNTER-- - -COUNTER-
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le
09
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28'-0" AL 14'-9" 14'-9" A Ill 9'-10" A 9'-10" 14'-9" 14'-9" A 11, 18'-4" 20'-0 7/8"
IRV
1 2 3 4 5 6 7 8 9 10
1 BUILDING PERMIT 13 SEPTEMBER 2021
NO. ISSUANCE DATE
RELEASES
�S SMOKE DETECTOR SEAL:
co CARBON MONOXIDE DETECTOR ���ch�j,
03240��oQ`
N
PROJECT:
Blue Horizon Bluffs
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SCALE: 1/411=1'-0" SHEET: jjjj JJJJ
PROJECT No 9/22/2020 293
CAUsersladamlOneDrivelDocumentsl'INBOkBlue Horizon Permit Set_CURRENT.dwg
ADAM VOLOSIK ARCHITE
528 South Harbor Rd.
Southold,NY 11971
P:631.806.2537
10
28'-0" 14'-9" 14'-9" 14'-9" 14'-9" 18'-4" 20'-07/8"
1001 6-5 1/2" 10, 5'-1 1/2" 'p 5'-1 1/2" 5'-1 1/2" x. 6-2" 7'-2" 00, Y-91/2" 0 3'-91/2" 1 3'-91/2" 3'-91/2" 17'-0" 15'-11 1/4" 10'-7 3/4" 10v 21'-2 7/8" 91-101/81, 70,
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28'-0" 14'-9" 14'-9" 91-101, 91-101, 14'-9" AL 14'-9" 18'-4" 20'-0 7/8"
0 0 0 0
2 REVISIONS BUILDING PERMIT 19 NOVEMBER 2021
1 BUILDING PERMIT 13 SEPTEMBER 2021
NO. ISSUANCE DATE
RELEASES
SMOKE DETECTOR SEAL: D AI?C,,
060 CARBON MONOXIDE DETECTOR C.vot
032421
OF N
PROJECT:
Blue Horizon Bluffs
Peconic,, NY
DRAWING NAME:
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PROJECT No 2020.01.1 2*4
528 South Harbor Rd.
Southold,NY 11971
P:631.806.2537
1 2 3 4 5 6 7 8 9 10
28'-0" 14'-9" 14'-9" 9'-10" 9'-10" 14'-9" 14'-9" 18'-4" 20'-0 7/8"
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NO, ISSUANCE DATE
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032421 COQ
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SCALE: 1/411=11-0" SHEET:
PROJECT No 2020.01.1 2* 5
ADAM VOLOSIK ARCHITECT
528 South Harbor Rd.
Southold,NY 11971
P:631.806.2537
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - MAX BLDG HGT
ELEV: 71'
- - TAPERSAWN RED -- - -- -- - - - - --- -- -- - -
- - ----CEDAR SHINGLES - - --- - - - ------ - --- - - -- --- - --
- - - - - ----
OVERJ LATH -- - - -- - --- - - - - - -- - - --- - ----- - - -- - --- - -
- - - -- -- - -- -- - - - - -- - - --- --- - -- 1"X8" HORIZ -- ---- - TAPERSAWN RED - - 1"X8" HORIZ. ---- - ---- -- - - - ._CEDAR SHINGLES - - - - -
- -- -- - -- - -- - -- -- - - -- - - -- -- - - - - - -- - -
- - ----- - - - -- -- - - - - -------
------ --- -- - --- -- - - .
--- - - - - - - -- --- - - T&G VGC J"X 12"VGC - --- -- - - —- - - CEDAR SHINGLES - - -- - - OVER 4 LATH--- -- - - -- - -
- -- ---- -- - -- -- ---- --- - - -- - - - - --- - - - - - -- -- - -- - - - - ------ -----CE
DAR SIDING
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- --- - - - -- - - -- -- -------- - 4 -- - --- - - ---- ---- -- - - --- ---- --- - - - - -
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- — - - - - - - - — — — — — - -- - - - - -- - --- - - ----- - -- — — — ELEV. 59.0
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20 .5 205.4 205.3 205.2 205.1
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— — — _ TOP OF IST FLOOR FFE
— — — — — — ELEV: 38.0' —
NT G66
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - �— - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
— -- — — — — — — — — — — — — — — — — — — — — — — — -I- — w _ ELEV: 36'AGME
N TOP OF EXIST.GRADE
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TYP.FOUNDATION WALL I ELEV: 36'
1 EAST ELEVATION I _ _ _ _ _ _ _
1 . SCALE:1/4"=1'-0" — — — -� I- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
— — — — — — — — — — — — — — — —
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ELEV: 28'-21/2"
- - -- - - - - - - - - -- - - -- -- - - - -- -- -- - -- - - - -- - - - - - - - - - - - - - - - - - - - -- - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -L - --- - - - - - - - -- - - --
- - - -- - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - Uw—P
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -TYP.FOOTING .FOOTING
1 BUILDING PERMIT 13 SEPTEMBER 2021
N0. ISSUANCE DATE
RELEASES
SEAL:
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G.VIOZ
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032421 OQ
�TFOF NE`Ny
PROJECT:
Blue Horizon Bluffs
Peconic, NY
DRAWING NAME:
ELEVATIONS
DRAWING NUMBER:
DRAWN BY: SET:
CHECKED BY: CD
SCALE: 1/4"=1'-O" SHEET:
PROJECT No 9/22/2020 3 * 1
ADAM VOLOSIKARCHIT
528 South Harbor Rd.
Southold,NY 11971
P:631.806.2537
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - MAX BLDG HGT
ELEV: 71'
- -TAPERSAWN RED - - -
CEDAR SHINGLES
-- -- -- - -- - -- - - ----TAPERSAWN RED - -- -- -- - -- -- - - -- - --- - - - - -- - ----- --- - --- -- - 1 XS HORIZ.
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- ---- - - - - - - -- -- - - -- - -- - - --- -- --- - --- - - ---- - - - -- - - -- - - - - -- -- - -- - -- -- - - --
-- -- -- CEDAR SHINGLES ---- - -- --- -- -
TAPERSAWN RED - . --- - -- _._. ---. ._- .
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- - CED RSIDING -OVER4 LATH 4 CEDARSHINGLES - -- -- ---- ------ --- - - ---------------- ------
- -
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--- - -- --- - - - - - -- - -- - - - -- - --- - - ------- ---- -- ---- - -
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--- ---- -- - - ---CEDAR TRIM --- - - -- - ---- - - - -- - - -- - - - - -- - -- d X 1 - -- --- -- - - - - - - - - --- - --
-- - - - - - - -- -
TRIM E ---
- - - - - - - A
_ BOT OF 2ND FLOOR CLG
CEDARTRIM - ELEV: 59.0'
4"X 8 VGC - - - - -- -- -- - ---- ------- --- -- - _--- --- --- - - ---- ---- -- - - ------ ---- -- sR R ---- - - -- -- ----- ---- - - - -- - -
VGC
CEDAR TRIM --- -- -- BRICK MASONRY - - -1"X8" HORIZ. - - - - --- --- - -- -- - - - --- - - - - CEDAR TRIM -- --- -- - - --- -
CHIMNEY - ---- - -- T&G VGC - - - - - -- - - - -- -- - - --- ---- - - -- - --
- - - - - -- - - -- - - - -- - - CEDAR SIDING ---- -- - - - - -- - - - -- --- o
- - -
219 - _ 218 -- - - -- 217.2 217.1 __ --- -- -- - ---- ----- --- - - - 212.3 212.2 212.1 - - -- . 211.2 211.1 - m
- --- --- -- -- -- -- - - - -- --- ------ - ----- - - S5 S4 S S2 S1
0 OF 2ND FLOOR FFE
- -. - -- -- - - - - - - "X 6"VGC - - --
1�4 0
---- - ..--- - -- - ----- -- -- -- -- --------- ------ -- -- -_---- -- - ----- --------- ---------- ------ ------- --------- --- ------ --------- - ._--------- - -- -- - ------ ---------- - -- --- - -- - - ---- - -- ---------- ------- --------- ------- - ------ ------- -- - - - --- - - -- - -------------- ------ -- - - - - 1
-- - -- - - --- __ - -- - -- - _ - -- CEDAR TRIM
I ELEV: 48.0
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Be;OF BASMEN;;6G
- - -I- - - - - - - - - I- - - - - - - I- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - �-- - - - - - - - - - ELEV: 3_6-81/2"
TOP OF EXIST.GRADE
I ( I
4'"X12"VGC ' "VGC I ELEV: 36'
SKIRT BOARD SKIRT BOARD I !
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TOP OF BASEMENT FFE
ELEV: 28'-21/2"
- -- - - - - - - - - - - 1- - - - - - - - - -II- - - - - - - -1:- - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- -- - -- - - - - - - - -- - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - -
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
I ,
TYP.FOOTING
TYP.FOOTING
2 WEST ELEVATION
. SCALE:1/4"=1'-0"
1 BUILDING PERMIT 13 SEPTEMBER 2021
NO. ISSUANCE DATE
RELEASES
SEAL:
V-D AR�y
C.Vpl0
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PROJECT:
Blue Horizon Bluffs
Peconic, NY
DRAWING NAME:
ELEVATIONS
DRAWING NUMBER:
DRAWN BY: SET:
CHECKED BY:
CD
SCALE: 1/4"=1'-0" SHEET:
T PROJECT No 9/22/2020 - 392
ADAM VOLOSIK ARCHITECT
28 South Harbor Rd.
outhold,NY 11971
631.806.2537
MAX BLDG HGT _ _ _ _ _ — _ _ _ _ _ _ _ _ ,}, MAX BLDG HGT
- - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
ELEV: 71' ELEV: 71'
- --- - - -
TAPERSAWN RED --
- --- - - -------TAPERSAWN RED ---- - ---- - - - -- - - - ---- -- - -- - - -- _ - - - - - - CEDAR SHINGLES ---
- CEDAR SHINGLES -- - - - - -
--- - -- -
---- - - -OVER 5�LATH-- - - - - ---- - - - - - - - -- ---- - -- -- ---
-- -- - -
------------------
'712 V C --- -- - -- -- --- 1"X8" HORIZ. -- - - - - - - -
-
CEDAF rF A T&G VGC j"X 12"VGC
-- -------- ---- -----
- - ' --
- - - _ - - ----CEDAR SIDINGCEDAR TRIM
X 2"VGC ---
----- -- ---- - - --- _ - --- AR TRIM -- - E" X 2"VG FLOOR CLG
- --- ---
= BOT OF 2ND FLOOR CLG - -- --- - - - -- TRIM - - BOT OF 2ND
C "X 2
---- - ELEV: 59.0' -- - - - - ELEV: 59.0'
- 302.4 302.3 302.2 302.1 ----- - - -------- ----__- ------. -
- -
L L --- -- j"X 6"VGC
4"X 8"VGC - CEDAR RIM - �"X 6"VGC -- ------ ----- --
CEDAR TRIM - - - - -- - - -- -- .:__ CEDAR TRIM - - -
X 8 VGC
CEDARTRIM
- - o
- - - -- -- - GLASS RAIL
- -- D PER NYS CODE
TOP OF 2ND FLOOR FFE _ _ _ TOP OF 2ND FLOOR FFE
-- ----- - -T - - -
ELEV: 50.0' 01.5 301.4 (301).3 301.2 30 . ti ELEV: 50.0'
1"X8" HORIZ. ---- -- L201.4 201.3 201.2 2011. - - -- - - ----
- -- - ----T&G VGC CEDAR SIDING - - -- -- - - N - o
BOT OF 1ST FLOOR CLG _ _ - - _ BOT OF 1ST FLOOR CLG
ELEV: 48.0' ELEV: 48.0
' - -
'
o - ---
1 ---
"X6"VERT. _
T&G GC -- - o
SIDIN _ - - ( "XG"VGC o
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108.3 108.2 108.1
! - � I
6-
0 - ---- - 110
TOP OF IST FLOOR FFE _ - -i--- - TOP OF IST FLOOR FFE
- - - ELEV: 38.0' - � - - - - - ELEV: 38.0' - -
M^;9F RAGMENT 96G 1 1-1 1*4"MENT G66
-- - - - - - - --I- - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - ELEV: 36'-81/2" 4"X 6•VGC- - - - - - - - - - -I-- - - - -I - - - - - - - - - - - - �- -- - - - - -I-- - - - - w - - - - - - - - - - - - -
_ ELEV• 36'-81/2"
I TOP OF EXIST.GRADE I I 5"X12'CEDAR TRIM I I N TOP OF EXIST.GRADE
ELEV: 36 I I SKIRT BOARD I I ELEV: 36'
I I i I I i
I- -- - - - - -
TYP.FOUNDATION WALL I o0 - TYP.FOUNDATION WALL 6'
i ! I I
I I I i I i I
I I I I I I
TOP OF BASEMENT FFE _ _ _ _ ' _ _ _ _ _ I _ _ I, _ _ TOP OF BASEMENT FFE _
1 BUILDING PERMIT 13 SEPTEMBER 2021
ELEV: 28'-21/2" I I ELEV: 28'-21/2" — NO. ISSUANCE DATE
- -- -- - - -- - - - - - - - - - - - - - - - - - --- - - - - - - - � _.. - -- -- - - - - - - - - - - - - - - - - - - - - - - - - - � -- - - -- - - -I- RELEASES
L :TYP.FOOTING TYP.FOOTING SEAL
yLSD Agcy
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*
S� 032421
qTF OF NE`N y0
1 NORTH ELEVATION SOUTH ELEVATION PROJECT:
1'
. SCALE:1/4"= -0" 2. SCALE:1/4"=1'-0" Blue Horizon Bluffs
Peconic, NY
DRAWING NAME:
ELEVATIONS
DRAWING NUMBER:
DRAWN BY: SET:
CHECKED BY: CD SCALE: 1/4"=1'-O" SHEET:
PROJECT No 9/22/2020 3 • 3
28 South Harbor Rd.
Southold,NY 11971
631.806.2537
MAX BLDG HGT _ _ _ _ MAX BLDG HGT
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
- - - - - - - - - - - - - - - —
ELEV: 71' Y ELEV: 71'
TAPERSAWN RED
CEDAR SHINGLES �`�
OVER a LATH \�
OVER 2"X10" R.R. OVER I; I ATH
% \
eVER 2"X10 R.R.
STRUCT. BEAM
PER DWG.S2
TOP OF PLATE BOT OF 2ND FLOOR CLG - TOP OF PLATE
ELEV: 59.0' Yr
TOP OF RO
5/4X5 MAHOGANY DECKING /
OVER 2X4 ACQ SLEEPERS °�° 1O /
w OVER EPDM ROOFING GLASS o / v
6 RAILINGS o
Z
216.2 216,1 215
PER NYS CODE \\ o
I
TOP OF 2ND FLOOR FFE _ TOP OF 2ND FLOOR FFE _
ELEV: 50.0' __ _ __ _ TOP OF ROOF DECK FRAMING ELEV: 50.0' BE_
N - -------------_—__> ---------- _-- _ ," PER WG.S1 — —
o ____ o
BOT OF IST FLOOR CLG
_ _v�.� _ _ BOT OF 1 ST FLOOR CLG - =v
— - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - —
ELEV: 48.0' ELEV: 48.0'
r
0 0
o b EN Y CO
STONE PAVER ON BISON
PEDESTAL SYSTEM
OVER 4" P.C. SLAB
jj
1 7_ TOPOF1STFLOORFFE "' TOPOFISRFLRSUBFLOOR
TOP OF 1ST FLOOR FFETOP OF 1SR FLR SUBFLOOR _
ELEV: 38.0' YELEV: 38.0'
TOP OF FOUND _ _ __ ELEV: 36'-81/2" u, P
ELEV: 36-8112" u, RECESSED OF FOUND
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - — - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
TOP OF EXIST.GRADE 70P OF EXIST,GRADE N - - —
ELEV: 36' = WOOD FLOORING OVER ELEV: 36' _
4" PLYWOOD SUBFLOOR
ON 12'TJI F.J.W/PTD.BD. STONE PAVER ON BISON
PEDESTAL SYSTEM
02 o o
o a; OVER 4"P.C. SLAB o
2"X4"STUD WALL
W/1"AIR SPACE TO FOUND.WALL
'N/PTD.BD.
1 BUILDING PERMIT 13 SEPTEMBER 2021
_ _ _ _ _ _ _ _ _ _ _ _ _ _ N0. ISSUANCE DATE
TOP OF BASEMENT FFE _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ — P F BASEMENT FFE _
ELEV: 28'-21/2" Y 4, TOP OF FOOTING ELEV: 28'-21/2" Y TOP OF FOOTING
RELEASES
SEAL:
%-c ED qqc
�pM C Vp,0ip i�t<`
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1 _BLDG. SECTION THRU LIVIN ROOM/PORCH BLDG. SECTION THRU ENTRY
. SCALE:1/4"=V-0" 2 . SCALE:114"=1'-0" A-
21 �P
FOF NEW y
PROJECT:
Blue Horizon Bluffs
Peconic, NY
DRAWING NAME:
BLDG SECTIONS
DRAWING NUMBER:
DRAWN BY: SET:
CHECKED BY: CD
SCALE: 1/4"=V-Oft SHEET:
PROJECT No 9/22/2020 304
C:lUsers\odam�OneDrive\Documentsl!INBOXIBIue Horizon Permit Set-CURRENT dwg
ADAM VOLOSIK ARCHITECT
528 South Harbor Rd.
Southold,NY 11971
P:631.806.2537
TAPERSAWN RED
TAPERSAWN RED CEDAR SHINGLES
CEDAR SHINGLES OVER 4'LATH
OVER 2"X10" R.R.
OVER'LATH
OVER 2"X10"RR.
- -- -------- ---- -
AER BEDROO OFFICE GUEST BE OOM NO.2 S6 S7 S8 S9 S10
Ll— — — — — — — — — —
I
GUEST BEDROOM NO.1 MUDROOM SUNROOM
LIVING ROOM C ING ROOM
116
-- b--- d� - --- -- d —d- - RECESSED
WOOD FLOORING OVER
'"PLYWOOD SUBFLOOR
ON 12`TJI FJ.W/PTD.BD. STONE PAVER ON BISON
PEDESTAL SYSTEM
OVER 4"P.C. SLAB
GYM MEDIA ROOM STORAGE MECH.
2"X4"STUD WALL
W/1"AIR SPACE
TO FOUND.WALL
W/PTD.GYP.BD.
1 BUILDING PERMIT 13 SEPTEMBER 2021
NO. ISSUANCE DATE
RELEASES
SEAL:
G.VOZO T
�32421 OQ
gTFOF NE`N-1
PROJECT:
Blue Horizon Bluffs
Peconic, NY
DRAWING NAME:
BLDG SECTION
DRAWING NUMBER:
DRAWN BY: SET:
CHECKED BY: CD
SCALE: 1/4"=1'-O" SHEET:
PROJECT No 9/22/2020 3 * 5
28 South Harbor Rd.
Southold,NY 11971
631.806.2537
/ \
4" PLYWOOD SHEATHING4"PLYWOOD SHEATHING
/ 2"X10"RR 2"X10" RR -
INSULATION BAFFLES INSULATION BAFFLES
/ AS REQ'D AS REQ'D \
/ CEDAR BREATHER OR CEDAR BREATHER OR
/ CROSS LATH CROSS LATH \
/ \
DRAFT STOP AS REQ'D DRAFT STOP AS REQ'D
4" PLYWOOD SHEATHING
11 s"TJI-360 SERIES
°° CEDAR FASCIA BD CEDAR FASCIA BD 0 2"X10" RR
SIMPSON HURRICANE CLIP SIMPSON HURRICANE CLIP /
TOP OF 2ND FLOOR PLATE TOP OF 2ND FLOOR PLATE INSULA
ELEV: 11'-11 1/4"
Y ELEV: 11'-11 1/4" TION BAFFLES
A
/ CEDAR BREATHER OR
CROSS LATH
CEDAR SOFFIT BD CEDAR SOFFIT BD /
M
1"AIR SPACE 1"AIR SPACE /
DRAFT STOP AS REQ'D
1" 1„ 1 1/8"
°
°
CEDAR(FASCIA BD
°
° SIMPSON HURRICANE CLIP
TOP OF 2ND FLOOR PLATE
ELEV: 11'-11 1/4"
CEDAR SIDING CEDAR SOFFIT BD
A'- f
4" PLYWOOD SHEATHING 1"AIR SPACE
PTD.G.W.B
PTD.WD. BASE
CS 20 X 36 EVERY 32"O.C.
4"WD.FLOORING
TOP OF 2ND FLOOR SUBFLOOR OIL
ELEV: 11'-11 1/4"
112"TJI-560 SERIES 4"CDX PLYWOOD
e
LVL RIM JOIST `"
4"x4"STEEL
TUBE
0
o USG"RIGID X" DROPPED
N ,; CEILING SYSTEM
rn
BATT INSULATION
2"OPEN CELL
SPRAY FOAM
INSIULATION
4" PLYWOOD SHEATHING
2"x8"STUDS @
16"Q.C. 4" PLYWOOD SHEATHING
PTD.G.W.B
2"x8"STUDS @
PTD.WD.BASE 0. .
PTD.G.W.B
CS 20 X 36 EVERY 32"O.C.
PTD.WD. BASE
USE WRAP STRP W/GRACE CS 20 X 36 EVERY 32"O.C.
VYCOR IN CONTACT W/
USE WRAP STRP W/GRACE
PRESSURE TREATED WOOD VYCOR IN CONTACT W/
5/8"DIA.X 12" HOT DIPPED
PRESSURE TREATED WOOD
GAIVANIZEDAR 48"O-C— 5/8"DIA.X 12" HOT DIPPED
TOP OF 1 ST FLOOR SUBFLOOR
TOP OF 1ST
TYP.NOT MORE THAN 12" - � = FLOOR SUBFLOOR TOP OF 1ST FLOOR SUBFLOOR ALVAntvFn a R @48
ELEV: 0'-0" _ FROM EACH CORNERTYP.NOT MORE THAN 12"
M _ ELEV: 0'-0" ELEV: O'-0" -
" W/3"x3"x3/16"SQ.WASHER M W/0p
3 3x3/16CORNER
SQ.
M 11 8" TJI -560 SERIES 4"CDX PLYWOOD 4"CDX PLYWOOD 11 8"TJI-560 SERIES "" 7
• d 11$"TJI-560 SERIES 4"CDX PLYWOOD
• d
d •
COP-R-TEX TERMITE SHIELD COP-R-TEX TERMITE SHIELD
8" 4'
(2) #5 REBARS (2) #5 REBARS 8;; -
COP-R-TEX TERMITE SHIELD
#5 REBAR #5 REBAR 0000 8 41
(2) #5 REBARS
16"O.C.VERTICALLYdo #5 REBAR
O.C.
12"O.C.HORIZONTALLY 12"O.C.HORIZONTALLY I 16"O.C.VERTICALLY
° v
12"O.C.HORIZONTALLY
0
° d e
0
5/8"DIA.X 12" HOT DIPPED 5/8" DIA.X 12" HOT DIPPED a
GALVANIZED A.B.@4 8"O.C. GALVANIZED A.B.@4 8"O.C. a d d o.
2 REVISIONS BUILDING PERMIT 19 NOVEMBER 2021
TYP.NOT MORE THAN 12" TYP.NOT MORE THAN 12" )° d GALVANIZED A BO@4D8' O.C. NO. ISSUANCE Bu NOVEMBERDATE
ILDING PERMIT 07 202
d d d0
FROM EACH CORNER °�\ ° d TYP.NOT MORE THAN 12"
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aI
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ZI Blue Horizon Bluffs
° 1"WOOD FLOORING 2" 3''
a a WOOD FLOORING ° d3
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d d
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6X6#10/#10c N
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-a,
d G
_ - 6X6#10/#10 REINFORCING dWWM REINFORCING1/4rId 1/4WWM REINFORCING VAPOR BARRIER co VAPOR BARRIER� d VAPOR BARRIER � /4Ia
Peconic, NY
COMPACT SAND
_ — d COMPACT SANDKEY WAY KEY WAY aCOMPACT SAND KEY WAY(3)#5 REBAR (3)#5 REBAR
(3)#5 REBAR DRAWING NAME:
01 V-6" 1'-6" WALL SECTIONS
V-6"
10 10
DRAWING NUMBER:
TYPICAL WALL SECTION � WALL SECTION @HALL - EAST DRAWN BY: SET:
WALL SECTION @FAMILY ROOM - WEST
. SCALE:1 1/2"=1'0" SCALE: 11/2"=1'0" . SCALE:1 1/2"=V-0" CHECKED BY:
CD
SCALE: 1/4"=1'-0" H
PROJECT No 9/22/2020
4. 1
28 South Harbor Rd.
outhold,NY 11971
631.806.2537
a'PLYWOOD SHEATHING4" PLYWOOD SHEATHING \
/ 2"X10" RR 2"X10"RR �- \
INSULATION BAFFLES INSULATION BAFFLES
/ AS REQ'D AS REQ'D \
/ CEDAR BREATHER OR CEDAR BREATHER OR
/ CROSS LATH CROSS LATH \
360 SERIES
1 TA 360
STOP AS REQ'D DRAFT STOP AS REQ'D
$
1 " -
CEDAR FASCIA BD CEDAR FASCIA BD F.
TOP OF 2ND FLOOR PLATE ° SIMPSON HURRICANE CLIP SIMPSON HURRICANE CLIP .\
ELEV: 11'-11 1/4"
TOP OF 2ND FLOOR PLATE
r ELEV: 11'-11 1/4"
L L—t,
rn CEDAR SOFFIT BD CEDAR SOFFIT BD
v
17
19 101"AIR SPACE 1"AIR SPACE O
11/8"
1"
a"X4"MAHOGNAY "'X4" MAHOGNAY
DECKING ON ACQ SLEEPERS DECKING ON ACQ SLEEPERS
EPDM RUBBEREPDM RUBBER 'TEMPERED
ROOFING OVER ROOFING OVER STARPHIRE GLASS
TAPERED INSUL4TION BD. TAPERED INSULATION BD. RAILING
ROOF DRAIN
CRL GLASS SHOE
TOP OF 2ND FLOOR SUBFLOOR
ELEV:
r.
11 $"TJI-560 SERIES
e
C.
zo
N
M
lfl _
4" PLYWOOD
4" PLYWOOD
DRYVIT OVER 1"
DRYVIT OVER 1"
EPS BD. EPS BD. WOOD WRAPPED
FURRING STRIPS FURRING STRIPS COLUMN
4"PLYWOOD SHEATHING 4" PLYWOOD SHEATHING
2"x8"STUDS @ 2"x8"STUDS @
16" C.
PTD.WD.BASE PTD.WD.BASE
STONE PAVER
CS 20 X 36 EVERY 32"O.C. CS 20 X 36 EVERY 32"O.C. ON BISON PEDESTALS
USE WRAP STRP W/GRACE USE WRAP STRP W/GRACE4"PC.SLAB V//
VYCOR IN CONTACT W/ VYCOR IN CONTACT W/ 6X6#10/#
PRESSURE TREATED WOOD PRESSURE TREATED WOOD 10 JUWM
PITCHED T1 DRAIN
117 1 IL 1 5/8" DIA.X 12" HOT DIPPED 5/8"DIA.X 12" HOT DIPPED V-6"
TOP OF 1ST FLOOR SUBFLOOR
GALVANI7FD A.B.@4 8"O r GALYAIyIZED A.B_�a 4 R„O.C.
TYP. NOT MORE THAN 12" TYP. NOT MORE THAN 12"
ELEV: 0'-0" � FROM EACH CORNER FROM EACH CORNER TOP OF 1ST FLOOR SUBFLOOR
M W/3"x3"x3/16"SQ.WASHER W/3"x3"x3/16"SQ.WASHER ELEV: 0'-0" 1'-0" 2"
cn
11�"TJI- 560 SERIES 3" 4"CDX PLYWOOD 11 $ TA-560 SERIES FriSTONE TREAD
8 a CDX PLYWOOD Z.,
• .
A COP-R-TEX TERMITE SHIELD COP-R-TEX TERMITE SHIELD a° �'
8" 4,
ao (2) #5 REBARS (2) #5 REBARS ° 8„
°
I` . #5 REBAR #5 REBAR ° ° ° ° STONE RISER
16"O.C.VERTICALLY 16"O.C.VERTICALLY I q ° .°
5' 12"O.C.HORIZONTALLY 12"O.C.HORIZONTALLY
RR ° ° ° a
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#5 REBAR
GALVANIZED A.B.@4 8"O.C. GALVANIZED A.B.@4 8"O.C. 4 .
16"O.C.VERTICALLY
° TYP.NOT MORE THAN 12" 12"O.C. HORIZONTALLY
TYP. NOT MORE THAN 12" °. �)� L
FROM EACH CORNER FROM EACH CORNER °W/3"x3"x3/16"SQ.WASHER ° 2 REVISIONS BUILDING PERMIT 19 NOVEMBER 2021
° ° W/3"x3"x3/16"SQ.WASHER ° !'� 6"COMPACTED SAND ° .d 1 REVISIONS BUILDING PERMIT 07 NOVEMBER 2021
NO. ISSUANCE DATE
a° a 4"X"STAINLESS STEEL RELEASES
°° ea 12" POURED CONCRETE WALL 12" POURED CONCRETE WALL °° ANGLE EPDXY BOLTED TO
FOUNDATION
SEAL:
EEO ARCM
a < I I °. VO(O
° -
�II
°
a
"°
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°
OF N'E�yO
d {I f o
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a . I
Q -
e3". '41711 4 PROJECT:
a- ° 4"WOOD FLOORING 4"WOOD FLOORING 3,, e
t4—.
° d e 11 d 4 III
.d Blue Horizon Bluffs
°° a 4" PLYWOOD SUB FLOOR e ° ° ° I a.
I ° 4" PLYWOOD SUB FLOOR a °
° a TOP OF FOOTING CONC. CONC.SLAB
I°I
°
a a
°.
(2)#5 REBAR
` ' TOP OF FOOTING a
a 46X6#10/#10ELEV: 0'-0" 6X6#10/#10
= a a a
e ° a ELEV' 0'-0. - a °
00
a
1/4"Ia e WWM REINFORCING WWM REINFORCING
°
°O �4-- ! I 1/4r
dVAPOR BARRIER �
°
° °
00
s o° ^ a:° COMPACT SAND COMPACT SAND ° °
' KEY WAY KEY WAY
(3)#5 REBAR (3)#5 REBAR
1'-4"01
Peconic, NY
70,
01
DRAWING NAME:
WALL SECTIONS
1 WALL SECTION a@ LIVING ROOM - WEST WALL SECTION @ LIVING ROOM - EAST
. SCALE:1 1/2"=1'-0" 2m SCALE: 1 "= '- " WALL
v2 -1 0 3 _ SECTION LIVING ROOM PORCH - EAST
. SCALE: 11/2"=1'-0" DRAWING NUMBER:
DRAWN BY: SET:
CHECKED BY: CD
SCALE: 1/4"=1'-O" SHEET:
PROJECT No 9/22/2020 402
ADAM VOLOSIK ARCHITECT
528 South Harbor Rd.
Southold,NY 11971
P:631,806.2537
1 2 3 4 5 6 7 8 9 10
28'-0" 14'-9" 14'-9" 9'-10" 9'-10" 14'-9" 14'-9" 18'-4" 20'-0 7/8"
4"X4STEEL TUBE
I I I I I I I i I I
4"X4"STL. 4"X4"STL. 4"X4"STL.
I COL. COL.
I I
I I T COL. I I
5 "X11 P'APB-FLUSH 5'X11 J'APB-FLUSH 4"X4"STEEL TUBE
0--A
— — — — — — — — — — — — —
5 011 k APB-FLUSH
U)
STAIR I TI I,
W
DIN NG W " PORCH m
Z Ln WOOD FLOORING P.R. STONE PAVERS Q °°
3 j'X11 J'A B-FLUSH
PORCH N o
STONE PAVERSL_____I x
r r� W 5 "X 1 i" PB-FLUSH M
iz @� I N p I L I 3 "X11 "APB-FLUSH I — —� — — — ( — 3 X11 APB-FLUSH — _ I — 3 X11 APB-FLUSH
"
B
Q HALL
N WOOD FLOORING -
"STL. x
COL. 4"X4"STL. X LL 4"X4"STL.
I I I M I COL I COL I
5 J X'I 1 J"APB-FLUSH NTRY
W14X43 rr 4"X4"STEEL TUBE rX
N
LOSET CLOSET QLAUNDRY
i WINDOW WELL I I TILE -17
sLL
%' RUSH U-
w _ W % ^\� WOOD FLOORING a
Wow w " - % ' - a I I i I
N o
I - -
~ a I I RECESSED - I ITx
LIVING ROOM KITCHEN S A. GUEST BEDRO M 1 o M
a WOOD FLOORING v u WOOD FLOORING
•— p
G. BATH MUD ROOM
PORCH TILE WOOD FLOORING
PANTRY TERRACE
PORCH "X11 "APB-FLUSH
I I I coL"STL STONE PAVERS 4"x4"STL. I 1 PORCH I M
COL. PORCH
PAVERS x m 4"x. STL.
3 "X11 J"APB-FLUSH 3 'X11 J'APB-FLUSH 5 "X11 J'APB-FLUSH �., ° COL. v
H — — — — — — — — —IL
— — — — — — — — — — — — — — — — — — H
I I ! I I I I I I
I I I I I I I I I I
28'-0" A L 14'-9" 14'-9" 9'-10" 9'-10" AL 14'-9" AL 14'-9" AL 18'-4" Ak 20'-0 7/8"
1 2 3 4 5 6 7 8 9 10
I BUILDING PERMIT 13 SEPTEMBER 2021
NO. ISSUANCE DATE
RELEASES
SEAL:
MIN. HEADER (2)2"X10" REp ARC,
C.Volo
0324
�TgTF OF NES yOQ
PROJECT:
Blue Horizon Bluffs
Peconic, NY
DRAWING NAME:
SECOND FLOOR
STRUCTURAL
DIAGRAMS
DRAWING NUMBER:
DRAWN BY: SET:
CHECKED BY. S
SCALE: 1/4"=1'-0" SHEET:
PROJECT No 9/22/2020 1 1
ADAM VOLOSIK ARCHITECT
528 South Harbor Rd.
Southold,NY 11971
P:631.806.2537
1 2 3 4 5 6 7 8 9 10
28'-0" 14'-9" 14'-9" 9'-10" 9'-10" 14'-9" 40 14'-9" 18'-4" 20'-0 7/8"
I I I I I I I I I {
5'X11 J"AP -FLUSH 5 "X11 " PB-FLUSH
STAIR
\ jl
d " I
"XX PLATE
_ ER RR FOR X \ I CO
� F/N��A N 2"X12" PLATE\\ I "r.
ROOF DECK OVILEER ID RR Q OVER RR FOR
5/4X5 MAHOGANY DECKING CO = / NAILER FOR RR I
OVER 2X4 ACQ SLEEPERS D- c / 3 " 11 'APB-RIDGE OVERLAID RR ROOF DECK I
_ 5) 5 MAHOGANY DECKING_ I „
OVER EPDM ROOFING MASTE EDROOM \\ 2"X12"PLA — —' ER 2X4 ACQ SLEEPERS
— — —_ — — — — —_ — — —_ — — — — _
x WOOD OORING -
Q \ OVER RR F Q VER EPDM ROOFING
LO \ NAILER FOR a4 / /
OVERLAID � `` ' / � !/ X
\ _8P T�
X \ X _" 2" 1'�PLATE E 2-Y1L" PLAT
I I \ I N BEL OWE I ER RR FOR M �V ERF ER RR FOR I v I I I
5 'X11 "APB-FLUSH \ "NAILER FOR / OR cep I S10 S9 S8 S7 (L6>
D J — \ / 2"X10" R.R 2"X10'R.R OVERLAID RR
-' - — — 2"X10' R.R. 2 X10"R.R OVERLAID RR o_
L_U \ @ 16"O.C. @ 16"O.C. 'J 5 "X11�"APB-FLUSH @ 16"O.C. @ 16"O.C./ x {
2712"PLATE /
OVER RR FOR m /
i I \ NAILER FOR Q
2 le - L_ I
\ d Vo \ OVERLAID RR r m
x
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J I ���\ DBL. HGT.
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GUEST BEDR OM 2
U) OFF \ NAILE FOR
OF
J J \ OVER ID RR WOOD FLOORING
s5 s4 s3 s2 s1
_ N, / ,� ,� WOOD FLOORING \ CL.
r/ I MASTER BATHROOM m I I I C0 2"X10° R.R .
2'X1 R. � I cdo I I
' TILE @ 16"O.C. @ 16" 0 \ A H2
C2
/ O ,
o HER CLX X \ TILE X
N
\ I I EPDM Iro
3 'X11 J"APB-FLUSH 3 j'X11 J'APB-FLUSH -FLUSH \ ROOFING
H — — — — — — — — — — — — — — — — — — — — — — — — — — — — ==A A= — — — — — — H
5 'X1 j"APB
I I i I I I I I I I
I I i i I i I I l
28'-0" 14'-9" 14'-9" 9'-10" 9'-10" 14'-9' 14'-9" 18'-4" 20'-0 7/8"
41
1 2 3 4 5 6 7 8 9 10
1 BUILDING PERMIT 13 SEPTEMBER 2021
NO. ISSUANCE DATE
RELEASES
SEAL:
MIN. HEADER (2)2"X10"
��P>FO AR
C.VOtOS/T�O�
03242*1
OF NE�y
PROJECT:
Blue Horizon Bluffs
Peconic, NY
DRAWING NAME:
ROOF
STRCUTURAL
DIAGRAMS
DRAWING NUMBER:
DRAWN BY: SET:
CHECKED BY: S
SCALE: 1/4"=1'-O" SHEET:
PROJECT No 2020.01.1 1 • 2