HomeMy WebLinkAbout47151-Z . r� TOWN OF SOUTHOLD
BUILDING DEPARTMENT
TOWN CLERK'S OFFICE
SOUTHOLD, NY
BUILDING PERMIT
(THIS PERMIT MUST BE KEPT ON THE PREMISES
WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS
UNTIL FULL COMPLETION OF THE WORK AUTHORIZED)
Permit #: 47151 Date: 11/29/2021
Permission is hereby granted to:
Kalich, Richard
605 Saltaire Way
Mattituck, NY 11952
To: Construct accessory garage as applied for.
At premises located at:
4660 Blue Horizon Bluffs, Peconic
SCTM #473889
Sec/Block/Lot# 74.-1-35.52
Pursuant to application dated 11/17/2021 and approved by the Building Inspector.
To expire on 5/31/2023.
Fees:
ACCESSORY $797.60
CO-ACCESSORY BUILDING $50.00
Total: $847.60
Building Inspector
TOWN OF SOUTHOLD—BUILDING DEPARTMENT
Town Hall Annex 54375 Main Road P. O. Box 1179 Southold, NY 11971-0qJ
Telephone(631) 765-1802 Fax (631) 7b5-9502 to st}_ _ Date ReceAPPLICAT ON FOIA BU LDING PERMIT
For Office Use OnlyIC
s i
/� V
f
PERMIT NO,_ j
Building finer, =
lL E
Applications and forms must be filled out in their entirety.Incomplete TOVVN op T
applications will not be accepted. Where the Applicant is not the owner,an
Owner's Authorization form(Page 2)shall be completed.
Date:
OWNER(S)OF PROPERTY:
Name: e SCTM#1000- _ -
Project Address:'
Phone#: l7 Email: (Y{ Mo t �, - r?i?. ti�PY/
Mailing Address: 0 i'��frC ZX11 Gni r� �f j�s
CONTACT PERSON:
Name:
Mailing Address:
Phone#: ., Email:
DESIGN PROFESSIONAL INFORMATION:
Name:
Mailing Address:
Phone#: Email:
CONTRACTOR INFORMATION:
Name:
I
Mailing Address:
Phone#: Email:
DESCRIPTION OF PROPOSED CONSTRUCTION a
dew Structure ❑Addition ❑Alteration ❑Repair []Demolition Estimated Cost of Project:
❑Other $
Will the lot be re-graded? []Yes EiNo Will excess fill be removed from premises? ❑Yes 2446
1
PROPERTY INFORMATION
Existing use of property: CID Intended use of property: �j I
Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to
- this property? ❑Yes F4Ko IF YES, PROVIDE A COPY.
Check Box After Reading: The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by
Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the Issuance of a Building Permit pursuant to the Building Zone
Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, i
additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code,
housing code and regulations and to admit authorized inspectors on,premises and In building(s)for necessary inspections.False statements made herein are
punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law.
Application Submitted By(print name) a ??Authorized Agent ❑Owner
Signature of Applicant: Date:
STATE OF NEW YORK)
SSS.
COUNTY O --
7
= ' g being duly sworn, deposes and says that(s)he is the applicant
(Name of Individual signing contract)above named,
(S)he Is the �, � � , �� �--
(Contractor,Agent,Corporate Officer,etc.)
of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this
application;that all statements contained in this application are true to the best of his/her knowledge and belief;AQ d
that the work will be performed in the manner set forth in the application file therewith.
ILl
Sworn before me this
_ day of A 20 oaf
Notary Public
BETSYA.PERKINS
PROPERTY OWNERAUTHORIZATIONNotary Public,State of New York
(Where the applicant is not the owner) No.01PE6130636
Qualified in Suffolk County,
COMMission Expires July 18.
C residing at ` s
bg
do hereby authorize_ to apply on
my behalf to the Town of Southold Building Department for approval as described herein-
OwnerVSignature Date
A,`1 t r
Print Owner's Name
2
7y.
- ABBREVIATIONS
DRAWING LIST
@ AT MIN:: MINIMUM ADA VOLOSIK
ACOUST.o ACOUSTICAL MISC.0 MISCELLANEOUS
ARCHITECTURAL:A-SERIES 528 South Harbor Rd.
A.D.0 AREA DRAIN MTD.E MOUNTED
ADJUS.I ADJUSTABLE MTL.0 METAL outhold,NY 11971
. A 0.1 COVER SHEET :e31.806.2537 �Q
A.F.F.0 ABOVE FINISHED FLOOR #kl MATERIAL L 7 /
A 0.2 SPECIFICATIONS � ✓ �/ 2-9�oZj
ALUM. ALUMINUM N.A NUMBER (EXTERIOR WINDOWS & DOORS GARAGEA 0.3 WIND DIAGRAMS
�-'
APPROXI APPROXIMATE N.I.C.II NOT APPLICABLE
ARCH.: ARCHITECT,ARCHITECTURAL NO.0 NOT IN CONTRACT UNIT# LOCATION TYPE MANUFACTURER MANUFACTURER'S# TRANSOM MULL UNIT SIZE ROUGH OPENING FINISH NOTES
BLDG: BUILDING N33.1 NUMBER 101 GARAGE CASMENT MARVIN UCA4060 3'-4"X 4'-11 1/8" T-5"X 4'-11 5/8" STONE WHITE A 1.0 SITE PLAN
BLK.O BLOCK O.C.t NOT TO SCALE
BLK.0 BLOCKING O.D� ON CENTER 102 GARAGE CASMENT MARVIN UCA4060 3' "X4'-111-41/8" T-5"X 4'-115/8" STONE WHITE
BM.] BEAM O.H." OUTSIDE DIAMETER 103 STORAGE CASMENT MARVIN UCA4060 3'-4"X 4'-11 1/8" 3'-5"X4'-11 5/8" STONE WHITE A 2.1 PLANS
BOT.c BOTTOM OPP." OPPOSITE HAND 104 STORAGE CASMENT MARVIN UCA4060 3'4"X 4'-11 1/8" T-5"X 4'-11 5/8" STONE WHITE
B.P J BUILDING PAPER PERIM" OPPOSITE
105 STORAGE CASMENT MARVIN UCA4060 3'4"X4'-11 1/8" 3'-5"X 4'-115/8" STONE WHITE A 3.1 ELEVATIONS
BSMT BASEMENT PERP:': PERIMETER
B'TWN.o BETWEEN PG.' PERPENDICULAR 106 STORAGE CASMENT MARVIN UCA4060 3'-4"X4'-ll 1/8" T-5"X 4'-11 5/8" STONE WHITE A 3.2 BUILDING SECTIONS
CL 9 CENTERLINE PL.,* PAGE
CABs CABINET PLUMB.] PLATE
.1 WALLS ECTIONS
CER: CERAMIC PLYWD n PLUMBING
CL.0 CLOSET PR 1 PLYWOOD
CLG.' CEILING P.S.F.I' PAIR
COL.;: COLUMN P.S.I.0 PER SQUARE FOOT
CONC.0 CONCRETE P.T.' POUNDS PER SQUARE INCH
CONST.t CONSTRUCTION PTD:( PRESSURE TREATED
CONT. CONTINUOUS P.V.0 PAINTED
CPT.' CARPET QTY:: POLYVINYL CHLORIDE
CTR._ CENTER R QUANTITY
C.V.G.0 CLEAR VERTICAL GRAIN R.D.` RADIUS,RISER
D'. DRYER REFR►G! ROOF DRAIN
DIA.u, DIAMETER REINF.0 REFRIGERATOR
DIM:; DIMENSION REQ'D.0 REINFORCING
DW DOWN RF.0 REQUIRED
D.S.r, DOWNSPOUT RM.O ROOF
DW, DISHWASHER R.0.0 ROOM
DWG.0 DRAWING SCHED ROUGH OPENING
E.I.F.S r EXTERIOR INSULATED FINISH SYSTEM SECT.6 SCHEDULE
ELEC.o ELECTRICAL SHT SECTION
ELEV. ELEVATION SIM:.': SHEET
EQ,i EQUAL SPECA SIMILAR
EXIST.' EXISTING SQ:: SPECIFICATIONS
F.D.0 FLOOR DRAIN S.S.0 SQUARE
FIN.0 FINISH STD.: STAINLESS STEEL
FLOUR.'.: FLOURESCENT STL.OI STANDARD
FLR.E FLOOR STOR.0 STEEL
FLSG.: FLASHING STRUC.'; STORAGE
FOUN. FOUNDATION SUSP.0 STRUCTURAL
FT FEET,FOOT SW.0 SUSPENDED
T SWITCH
GA0 GAUGE TEL.0 TREAD
GALV.0 GALVANIZED T&Gu TELEPHONE
G.0 u GENERAL CONTRACTOR T.O.0 TONGUE AND GROOVE
G.W.B.0 GYPSUM WALL BOARD T.O.C.', TOP OF
H.B.0 HOSE BIB T.O.S:v TOP OF CONCRETE
HDWRu HARDWARE T.O.W. TOP OF STEEL M
HEM.0 HEMLOCK TYPY TOP OF WALL
HORIZ.!l HORIZONTAL T.P.: TYPICAL
H.M HEAT MIRROR VERT_ TOILET PAPER DISPENSER SYMBOL KEY
H.V.A.C.0 HEATING VENTILATION&AIR CONDITION( G W.S' VERTICAL
I.DJ! INSIDE DIAMETER W/; WASHER WALL CONSTRUCTION
IN.9 INCH,INCHES W.0 c WITH
INSUL!11 INSULATION,INSULATED WD.O WATER CLOSET -------- CONSTRUCTION ABOVE
INT' INTERIOR WA^ WOOD
LAM.: LAMINATED WIND WATER HEATER �,_�,,, DENOTES DIMENSION TO FACE OF
LAV.0 LAVATORY W.W.M.0 WINDOW OR DOOR SIZES
LB. POUND W/0: WELDED WIRE MESH FINISH,ROUGH OPENINGS WINDOWS}
L.F.. LINEAR FOOT X11 WITHOUT
DENOTES DESIRED ALIGNMENTS OF
LVR.0 0 LOUVER YD.0 INDICATES TIMES OR BY
FINISHED SURFACES OR ELEVATIONS
MAX.0 MAXIMUM YARD
MECH.0 MECHANICAL
CENTERLINEDENOTES UNLESS
MFR. MANUFACTURER OTHERWISE SPECIFIED
!,
GENERAL NOTES:
SECTION/ELEVATION NUMBER
1
1.)ANY ERRORS,OMMISSIONS,OR CONFLICTS FOUND IN ANY PART OF THESE CONSTRUCTION DOCUMENTS
A0.('
SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT BEFORE PROCEEDING WITH THE WORK. DRAWING SHEET NUMBER
2.)WRITTEN DIMENSIONS ALWAYS TAKE PRECEDENCE OVER SCALE.DO NOT SCALE THE DRAWINGS.
3.)ALL CONSTRUCTION SHALL COMPLY WITH THE LATEST EDITION UNIFORM BUILDING CODE AS ADOPTED AND 1 DETAIL NUMBER
ANY OTHER LOCAL,STATE AND NATIONAL CODES,ORDINANCES AND REQUIREMENTS GOVERNING THIS A0.0
DRAWING SHEET NUMBER
CONSTRUCTION.
4.)VERIFY BOTH EXISTING AND FINISH GRADES WITH THE DRAWINGS.
5.)VERIFY ALL BUILDING LOCATIONS AND CONC.PAD ELEVATIONS WITH THE DRAWINGS PRIOR TO PROCEEDING. O EXTERIOR WINDOW/DOOR NUMBER
6.)VERIFY ALL CONDITIONS AND DIMENSIONS AT THE JOB SITE BEFORE PROCEEDING.VERIFY ALL FIELD
DIMENSIONS OF EXISTING CONDITIONS.
INTERIOR DOOR NUMBER
7.)ALL DIMENSIONS AND NOTES SHOWN ON ONE PORTION OF A DRAWING SHALL APPLY TYPICALLY TO ALL 1
OPPOSITE HAND OR SIMILAR CONITIONS UNLESS OTHERWISE NOTED. 2021
8.)DETAILS SHOWN ARE TYPICAL.SIMILAR DETAILS APPLY IN SIMILAR CONDITIONS UNLESS OTHERWISE NOTED. 10-- WALL CONSTRUCTION TYPE PERMIT SET 13 NOVEMBERATE
N0. 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 RELEASES
OF OR INSTALLATION OF ANY ITEMS. ELEVATION DESIGNATION ABOVE 0'-0"
DATUM UNLESS OTHERWISE SPECIFIED
11.)SKYLIGHT LOCATION AS SHOWN ON THE FLOOR PLANS SHALL BE CENTERED IN THE SPACE UNLESS
AL:
OTHERWISE NOTED.ALL LIGHT FIXTURES ARE SHOWN ON THE ELECTRICAL PLANS. 1 AXIS NUMBER
12.)VERIFY ALL PRODUCT DIMENSIONS WITH THE MANUFACTURER FOR PROPER FIT AND INSTALL4TION. CENTERLINE AXIS \�.�ERED qRc
Q�C?POp,M C VO s ,�
�n
X32427 Q�
LEGEND
MEMEARTH
r r.
CONCRETE
oes GRAVEL
STEEL
BATT INSULATION
RIGID INSULATION
PROJECT:
GYPSUM WALLBOARD
Blue Horizon Bluffs
MASONRY Garage
BLOCKING
FRAMING MEMBERS
PLYWOOD
® LAMINATED VENEER LUMBER
FINISHED WOOD Pecon1C, NY
DRAWING NAME:
COVER SHEET
® IPC,,F,
NOV 1 C 2021 DD
JU
13U!L.D!N'r2 D'Er"T
TOWN OF SOU T HOLD
DRAWING NUMBER:
DRAWN BY: ACV SET:
CHECKED BY: ACV CD
SCALE: SHEET:
CURRENT 0 * 1
ISSUE DATE:
- 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 at least (2) wires of W1.7 spaced not Southold,NY 11971
"on center vertical)
2) Contractor to verify soil bearing capacity to be not less than 4000 PSF. No footings or slabs are to be more than 16 Y• 3:631.806.2537
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 will be 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 Y2 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 slump 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 at least a 5/8 inch or mortar cover to the exposed face. A minimum of on
specifications. Contractor to be responsible for required inspection(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 shall 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 (2) on all ceiling joists 8'O.C., unless the ceiling is an engineered floor 1-joist. They are to be located every 16"vertically in every other course.
specifications and field conditions before commencing any work 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 fall 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 flashings to have end dams.
ACI-14 Section 26-12 specification.
8) Contractor shall be responsible for cutting, fitting or patching to complete the work or make the parts fit 11) A!1 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-chomfered the reveal depth shall not be
Rebar 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 of mid-depth on rim board. Exterior plywood to run continuous from sill plate over rim joist to studs.
9) The contractor shall fully responsible for the removal or replacement of damaged defective material 12) Footings below columns to be 3'x 3'x i'unless otherwise noted. "L"shaped plywood to be placed around upper window and door corners. 10) Vertical expansion joints shall be located at every exterior steel column except at the corners.
or poor workmanship. Theyy shall replace or repair as directed by the architect/engineer, alfl/ such damaged or
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 co Debris, dirt
shall remove all rubbish, waste materials o b 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 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
area. 15 Contractor to notify Engineer for inspection of all 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 r2"plywood, nailed with 8d nails 3"O.C. on edges and 6"in field with ail 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. Wafer is to be potable.
construction desired and are intended to imply the finest quality of construction, material and workmanship 17) Back filling against foundation shall not take place 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 15) Weep holes are to be located above all windows, doors and base flashings. Spacing to be 24"on center
throughout. 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 hove 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. 17) Columns resting on concrete to be connected at the base concrete with a Simpson Post Base fastener and (non-woven laminated).
phases of construction for use by all trades. 18) All footings to rest on virgin undisturbed soil. If soil is disturbed, mechanical compaction to 95% Modified the to with a Simpson type Post Ca with 12 10d nails each end. 16 La flashing joints a minimum of 6". if flashing material is not self-adhering set lopped flashing on a
P P YP P ( ) ) p 9 j 9 9 PP 9
Proctor test in soil lifts not exceeding 6"• continuous bed of mastic that is compatible with flashing material. Floshin s to be copper, lead coated copper
14) No changes or modifications to the work shall be made without approval of the owner and/or P 9 9 pP PP
architect/engineer. Failure to obtain this approval shall cause the contractor or sub-contractor to assume full 18) Bored or holes or notching in studs shall not exceed 25% of the stud depth. If hole or notch is between or stainless steel.
responsibility for subsequent modification of the work required by owner or any regulatory authority. 19) Concrete wall design assumes backfill is well drained. 40% and 60% of the stud depth than the stud shall be doubled.
17) Extend flashing to lap of 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 procedures or for safety precautions and progress in conjunction w,, unless otherwise noted and a maximum of 12"from all corners. Minimum embedment to be 7". Provide not lessth the work. There are no warranties, nor project. 18) Flashings to continue through vertical expansion joints.
any merchantability of fitness, nor a specific use expressed or implied in the use of these plans. than two (2) anchor bolts on any one sill. Anchor bolts to have nut and washer tightened to sill. Washers shall
be a minimum of 3116"x 3"x 3"square plate washers unless otherwise shown. Bolts 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.
center of the sill plate. Deviation of more than 1"will not be acceptable. A hot dipped galvanized or stainless
16) Contractor is responsible for costs attributed to trailer rental, cell phone bills, site lighting, portable toilets, steel 518"x 12"threaded rod can be substituted for anchor bolts b being epoxied into lace using Simpson 1 e - rTri-Force en we joists are joists berstrand 1-1 4"
snow removal, site utilities, temporary heat/AC, temporary power, site security, testing labs and surveyor.. y g P P 9 P 2 ) When engineered floor 1 Joists o op b used, rim is s to be Tim / 20) Bond beams to have their horizontal rebars continue around corners 2'or 40 bear 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, 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. unless otherwise shown.
mechanical and plumbing systems which are not part of these drawings. All work by electrical, mechanical and soil. See Drainage. 21 Vertical 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 <4c Building Code of New York State & WFCM
2018. 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"gap placed around all openings and extend past each other a minimum of 40 bar diameters.
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 of the top between stiffener and flange of joist. '
Tolerance for reinforcement placement shall be +/- Y2". Vertical reinforcement rebars shall be placed nearest the 22) Adequate bracing for walls taller than 8'shall 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 '2"bolts @ 12"O.C.
23) Provide (2) #5 rebars continuous reinforcing of 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
specified LVL. 24) Waterproof insulation is to be used In cGviiy walls where shown. •� `
24) Provide (2) #5 rebars continuous reinforcing in wall footings placed 3"from soil and 3"from outside
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 I-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 L/480 Each end of the #5 rebar to extend 2'beyond the opening.
Second Floor 30 PSF 10 PSF L/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/48'0 Contractor verifies that he has reviewed Simpson "Wood Construction Connectors"catalog for fastening details. All
Attic (non-storage) 10 PSF 5 PSF L/360 27) Pilasters to be 12"wide x 4 '2"deep and contain (4) #5 rebars vertically tied to footing rebar and top of deck hardware to be Simpson Z-Max or stainless steel. Z-Max to use hot 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 L/360 with 3 stirrups of 6"on center laced vertically.
Ceilings w/plaster 40 PSF 20 PSF L/36D # P p 1) All drainage stone to be free-draining granular material such as course sand and pea gravel.
Roof w. fin. cl . 25 PSF snow 15 PSF L 240 30) Contractor to provide craw! space ventilation openings to be not less than 1/1,500 of the under floor area
( 9) / 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, 2000 psi perforated polyethylene drain pipe with slotted holes on al!
Roofing (no fin. clg.) 25 PSF snow 10 PSF L/249 surface is covered with an 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
29) Steel column top plate to be minimum r2"thick and cover all supporting members. Base plates to be 10"x conditioned. drywells.
Ceiling beam sizes may have to be increased for heavy storage otVcs. 10"unless otherwise noted.
1 Wood frame dwellings to be designed in accordance with the 2020 Residential & BuildingCode of New York 31) Ceiling joists used or collar beams to be nailed with (8) 10d common nails of the joist rafter connection 3) Filter fabric to be Mirofi 140 N or approved by Engineer.
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 PERMIT SET 13 NOVEMBER 2021
State & WFCM 2018. Wind speed to ed used is 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 cleanoufs to be brought above rade & copped just below finished rade with rubber ca NO. ISSUANCE DATE
or wooded and Exposure C to be used for open and shoreline areas. Earthquake Use Group 1, Site Class D, ) g pipe g g PP � g 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"around house perimeter holding Clean outs to be located l'before 90 degree bend. RELEASES
Seismic Design Category B. second floor studs to first floor studs unless otherwise shown. Tension ties to be located on each side of door
31) Welded wire mesh should be positioned in the top 2"of the slab. Flat sheets to be used with an overlap of or window openings 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 end of job.
2) These plans are designed to meet or exceed the requirements of the 2020 Residential & Building Code of 11
New York State & WFCM 2018. When building in other jurisdictions„ variations or adjustments may be required. each end. SEAL:
6) If pumps are required they are to be checked & tested twice per year.
Verify any such requirements with local code or enforcement officers. 32) Under the slab shall be placed 4"of compacted sand or crushed gravel over a 15 mil vapor retarder with 33) Roof ridge tension strap to be LSTA-18 with (4) 8d nails each end. 01 10,II�ARC`,y
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 er foot for 10'(5%
P slope). Swales C� pM �C
O� ij
3) The architect/engineer's certification applies only to this plan's conformance to the 2020 Residential & 34) Double LVL's or dimensioned lumber shall be installed around all fireplace, stair openings and skylights with shall have longitudinal slopes 14"per foot minimum (2% slope). �� PO �
Building Code of New York State & WFCM 2018. 33) Sub-grade preparation under slab -The existing sub-grade should be cleared of top soil and organic connector hardware.
4) Glazed openings must be protected with glass, certified to meet the large missile test (impact-resistant) or matter and stockpiled separately. Pronounced soft and hard spots should be excavated and refilled and
compacted with a soil similar to the surrounding soil. 35) All crickets to have minimum pitch of r4'per foot. 8) Foundation wall waterproofing to be Tuff-N-Dri with drainage/insulation board Warm-N-Dri. -•; )
with structural shutters with a minimum thickness of 7/16"and a rnaximum panel span of 8'. Panels shall be
recut and predrilled. Attachment hardware to be corrosion resistant 8 wood screws 2-1 2"screws w 2" N9 0
P P # / / 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 T$1 32427 pQ�
embedment placed 8"on center. vapor barrier. if soil is disturbed, mechanical compaction to 95% Modified Proctor test in soil lifts not exceeding OF NEW
- 5) Garage door openings to have additional bracing and heavier gauge tracks/hardware to protect against 130
611. 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 by keeping the slab wet and at temperatures diagrams. Include details of cuts, connections, camber, holes, and other pertinent data. lnclude 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 (latest edition) and any applicable local codes. 36 No vehicles shall be laced on the slab until the 28 da strength is achieved. r installation of anchor bolts and other anchorages.
) P Y 9 38) 4x4 deck posts are to be bolted to the rim or band joist w/ (2) /x 6"hot dipped galvanized bolts, 2"
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.
7) Contractor to verify all dimensions before starting. 37) Curing of concrete walls and slabs open to the elements is to be done by keeping them wet and at require blocking(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 -Quality 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"la bolts supporting each arae 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 %" when concrete not ) g ( ) g PP g garage
' door and (8) lag bolts for 8'x 16'door. Contractor to verify that door is impact resistant. engineer may request evidence of 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.
1 D) Contractor to verify by testing if lead based paint, asbestos, mold or other hazardous substances are the manufacturer pan flashing shall be installed at all window and door openings. Other flashings around window
present before starting work. and 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
place anchors with Engineers approval.
11) The EPA's Renovation, Repair and Painting (RRP) law requires that contractors performing renovation, repair FRAMING NOTES
and painting projects that disturb more than six square feet of paint in homes, child care facilities and schools 41) Vented roofs in attics to have a net open area equivalent to 1/300 of the attic floor area and provide a
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
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-Dry condition. bolts.
s s
12) Any alteration, repair addition or conversion to an existing dwelling requiring a building permit requires that 2) Ali sill plates that sit on concrete to be a minimum double 2x6 ACQ pressure treated or Micronized Copper co42nUnvented cathedral or vaulted rooftinuous from soffit to roof vent or o tithe ceilin 9 derside of the 1 to have air-venting wood baffles on underside of roof rennin roof a minimum of 3"of closed ell 7) Electrodes for welding AWS A5.1 or A5.5 E70XX. Welding temperatures shall be in accordance with the AlSC PROJECT:
all sleeping rooms in the house be upgraded with hard-wired and interconnected smoke alarms. Azole (MCA). Fastening of rim board to sill to be 10d toe nails 6"on center. All nails penetrating into the plywood and AWS specifications. An structural steel damaged in welding is to be replaced or reinforced as acceptable to Blue Horizon Bluffs
pressure treated sill plate shall be hot dipped galvanized or stainless steel. spray foam (R-20) with a class II vapor retarder built-in or painted on for condensation control. Fiberglass Batt the engineer. y g g P P
insulation can be added under. g
13) Excavations deeper than 5'must be constructed according to OSHA regulations. Soft or sandy soils must Garage
have at least a 1:1 slope. Hard or compact soils must have 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 -Point 13. Exposed steel to have one coat of a zinc rich primer,
concrete wall. Sill sealer to be used with this product. MASONRY SPECIFICATIONS an intermediate coat of epoxy and a finish coat of urethane.
14) Grade property 5 a in first 10'from the building. Elsewhere the site to be sloped away of 2%. Foundation
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), UC48 (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 water 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 caution 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 water, green for sewer, yellow for gas and orange for phone%able. Mark blocking.
location of new work with color coded spray paint after 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
sum wallboard membrane, 5 8"wood structural ) g allowed with nor approval of the engineer. Calculation and shop drawings shall be submitted bearing the DRAWING NAME:
6) Floor assemblies using I Joists shall be provided a '2"gyp / face and web shells shall be fully mortared. P PP g P g g
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. SPECIFICATIONS
(See IRC R302.13). 5) Horizontal and vertical cells of concrete blocks that contain reinforcing bars, (edger bolts or other inserts
18) 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.
with ASTM D 3161 class F. Contractor to follow nailing per manufacturer. Drip edge io 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. 6) Grout pours shall not be made in lifts higher than 5'. The grout should be well consolidated in place. Lifts 13) Connections shall be detailed or scheduled. No connections shall consist of welds developing 10,000 pound
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.
19) 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 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 cutting 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.
9 All deck led ers 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 direct) exposed to weather DRAWING NUMBER:
9 P PP 9 ) P 9 Y P DRAWN BY: ACV SET:
r2"lag or thru bolts w/ washers 12"O.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 edges and ends. Hole for lag bolts into rim joist to be 5/16"and ledger r2". All Railing posts to be horizontal bars plus Y4"clear on each side of the bars. The grout space shall not be less than 2"thick. Structures Painting Council. CHECKED BY: ACV CIS
connected w/ Simpson Strongfie DTT deck tension ties (www.strongfie.com/deck). 16) Connection of wood pockout to steel beams and columns to be w/ r2"bolts 2'on center on each side of SCALE: SHEET:-T/:
9) All pipes that 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 DNI. Shaft of fastener to full
10) All headers to be (2) 2x 12 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: 002
1 1 I not continue through the vertical joints. holes by burning.
Nailing Schedule
Joint Description lNumber of nails INail Spacing ADAM VOLOSIK
Roof Framing 328 South Harbor Rd.
outhold,NY 11971
Rafter to top plate Toe Nailed 3-8d Per Rafter 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
Ceiling Joist Laps over Partitions Face Nailed 6-16d Each lap
Collar Tie to Rafter Face Nailed 3-8d Per Tie
Blocking to Rafter Toe Nailed 3-8d Each end
Rim Board to rafter End Nailed 2-16d Each end
Wall Framing
Top Plate to Top Plate Face Nailed 2-16d Per Foot
Top Plate at Intersections Face Nailed 4-16d Joints ea. Side
Stud to Stud Face nailed 2-16d 24 o.c. SIMPSON LSTA - 20 GAGE RIDGE STRAP - ALL ROOF RAFTERS
Header to Header Face Nailed 16d 16 o.c. along edges
Top of Bottom Plate to Stud end Nailed 2-16d Per 2x4 Stud
3-16d Per 2x6 Stud ICE SHIELD UNDERLAYMENT REQUIRED
4-16d Per 2x8 Stud
RRICANE CLIP
`O TYP.
Bottom Plate to Floor joist, Band Joist, End Joist, or Blocking (Face Nailed) 2-16d 1,2 Per Foot
I
Floor Framing / ALTERNATE POSITION
Joist to Sill, Top Plate or Girder Toe Nailed 4-8d Per Joist OF HURRICANE CLIP.
Bridging to Joist Toe Nailed 2-8d Each End USE SIMPSON H3
Blocking to Joist Toe Nailed 2-8d Each End
Blocking to Sill or Top Plate Toe Nailed 3-16d each block
Ledger Strip to Beam Face Nailed 3-16d each joist HE
SIMPSON H2 HURRICANE CLIP MST37 METAL
Joist on Ledger to Beam Toe Nailed 3-8d per joist NAILED FROM RAFTER TO STUD. ROVIDE 8d COMMON NAILS ® U STRAP @JACK
Band Joist to Joist End Nailed 3-16doist er TYPICAL ALL RAFTERS. (5) 8d 4" O.C. AT EXTERIOR EDGE OF POST W/(4) 8d
p j NAILS EACH END. ALL SHEATHING NAILS @ 48"
Band Joist to Sill or Top Plate Toe Nailed 2-16d per foot EACH END TYP.
Roof Sheathing APA RATED PLYWOOD TP
EXTEND TO TOP OF TOP PLATE
Structural Panels 8d 6 Edge 6 Field
Diagonal Board Sheathing
11 "x6" or 1x8 2-8d Per Support
1 "x10" or Wider 3-8d Per Support STRAP TO STUD
W/ (4) 8d NAILS
OP OF
Ceiling Sheathing SIMPSOIJ MST27 1 1/2" WIDE FOUNDATION
Gypsum Wallboard 5d coolers 7 Ede 10 Field (4) 4d NAILS
WRAP & NAIL STRAP
yp g - 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
- Fiberboard Panels AIL SHEATHING TO SILL PLATE FLOOR JOIST
8d NAILS @ 4" O.C.
7/16" 6d 3 Edge 6 Field (2) # 5 REBAR D D p D ° D D D D p ° • D ° D D
• D D p D D p D p ° • D p p p O p D D p D p p • D ° D
25/32' Sd 3 Edge 6 Field D D X 6 SILL PLATE D• Dp p D °DD D pDp p °D D V p V V ° D• Vp ° Do°C •° D• Dp p p °Dp ^ D D pD D p pD• D p Oppp p D• pp p
pDp ° ACQ TREATED. ° pD D. DD V D DD,• D D D po D a D °a DDDDD ° D• D ° D Dp ° D D D p pDp • D p OD Dp D • D °• p DP °D D
D p D p p • D ° D p D p Dp p D .p p • D D p p D• p p D p D p p D D • D
D D D p • D p DD p p p D D p p • D.. p pD .p p DD D D D D 0
D D D D p D p • D p D p p Dp D p • D p D D D
Dp • D G DD D p,pDa D , pDp p D• Dp p D pD,• D D p D p. D • D p DDpp p D• D ° °pDp p D D p D °Dp •. D O pD
pp • D ° D p D pD D D D p ° a'D ° pD p • p p Dp D D. p •'D D D p0 aD.
Gypsum Wallboard 5d coolers 7 Edge 10 Field D / D • D D ° V. p ° D D D D ° D ° D ° • p ° D
p p p D D p D• D p D p D D p p D p D D p p.o • p p D p D p p• D p D p p p D p D D D p D
SEE FOUNDATION DWG. Da p p ff 1f p DpDpp p D•'Dp p D pDp • D . D p p p a p ° _pD D• p p ° p• Dp 'VV
D D p p p p pD
HardBoard 8d 6 Edge 12 Field ° D X 12 A.B. @ 48 D.C. p D• D p D D D ° p • Dp p pD p p °• p ° Dp p D p p p p D ° p • D p pp p p D• p p
FOR DESIGN D° D • D D D p p ' D
pDp W/ FENDER WASHER. ° D D Dp D D p� D •pp p DD D pD D• D p pD ° pp D p D p pD D pD D p D• p p pD'C p D
D D p a D p p • D p D. D• D p p D D p • p D pD p • D p pDp p D D pD
• D a D
D D D'p p ° • DD p pDp p p p D Dp D p p ° O • D ° p° O p ' • D ° Dp p D p D Dp ID ',IV,
°p D • p O • D p D D p p p p D• D p D p D p V p D• D p O D °D p • D P O D °O D D• D P p D p D p.D D• D p ° °O p p p p D a D D p D °D p •p V. D
Particleboard Panels 8d 6 Edge 12 Field
Diagonal Board Sheathing 1x6 or 1 "x8 2-8d per support
SECTION DIAGRAM ELEVATION DIAGRAM
11 "x`10" or wider 3-8d per support
Floor Sheathing IOLD DOWN AND SHEAR CONNECTION CRITICAL PATH
Structural Panels
1 or less 8d 6 Edge 12 Field
greater than 1 10d 6 Edge 6 Field
Diagonal Board Sheathing
11 "x6" or 1x8 2-8d per support a a ° a
1"x10" or wider 3-8d per support a
a a a
xxR❑❑F SHINGLES
PLYWOOD SHEATHING
FASTNERS FOR ALL ROOF SHINGLES SHALL BE GALVANIZED STEEL, STAINLESS STEEL, 2 X 6 STUD WALL STA15-20 GAUGE
ALUMINUM OR COPPER ROOFING NAILS MIN. OF 12 GAUGE SHANK WITH A MIN. OF 3/8" HEAD 10 0 W (4) d STUD METAL STRAP EACH
OR
_ / (4) 8d NAILS + 12 FROM EACH CORNER
ATMF1667 OF A LENGTH TO PENETRATE THR❑UGH THE ROOFING MATERIALS AND A MIN ❑F WRAP AROUND SILL PLATE. USE
3/4" INT❑ THE ROOF SHEATHING, WHERE THE ROOF SHEATHING IS LESS THAN 3/4" THICK THE h 7:hl 2 X 6 TREATED (4) 8d NAILS INTO SILL PLATE.
SILL PLATE i PERMIT SET 13 NOVEMBER 2021
FASTNER SHALL PENETRATE THROUGH THE ROOF SHEATHING 10 0 NAIL SHEATHING TO SILL
ff N0. ISSUANCE DATE
]00 � < 30 0 PLATE USING Sd NAILS @ 4 O.C.
° ° ° (2) #5 REBAR CONTINUOUS RELEASES
R905,26: ASPHALT ROOF SHINGLES SHALL HAVE A MINIMUM ❑F 6 FASTNERS PER SHINGLE ° ° a ERMITE SHIELD AND
SILL SEAL.
GABLE ROOFS Z5/8" DIA. x12" A.B. @48" SEAL.
HIP ROOFS PROVIDE Sd COMMON NAILS @ 4" O.C. f, ff RED
D.C. - TYP. +12 FROM GRADE 6 MIN. BELOW '(E q,q
f 0 10 0< 30 0 AT HIGH PRESSURE ZONE. EACH CORNER. W/ FENDER WASHER. TOP OF CONC. �C?��pM C
a a a a @ 6" O.C. AT ALL OTHER PORTIONS OF THE \�, \ \ �
ROOF TYP. �� 0:-)4
a a
WATERPROOF ALL r
1/2" EXPANSION SEAL a . URFACES BELOW w NSA
jOff GRADE (TYP.) 0 9��.0�2427
-0 4" CONC. SLABNEW
7]h W/6X6 #10/#10 WWM
PROVIDE 8d NAILS @ 4" O.C. AT PERIMETER INTERIOR
f 0 0 0 45 0 PORTIONS OF PANELS IN HIGH PRESSURE ZONES. I .
• •<` 2" X 4" KEYWAY
. D
17
NOTE a = 4 FT. IN ALL CASES (2) #5 REBAR
GABLE ROOFS CONTINUOUS pDp D•
10' 0 < 45 0 X 16 PC. FTG. SET ON
UNDISTURBED SOIL
SET 36" BELOW GRADE
NAILING DIAGRAM FOR COMPONENT AND CLADDING PRESSURE ZONES FOUNDATION SECTION DIAGRAM
PROJECT:
Blue Horizon Bluffs
Garage
WINDOWS - GLAZED OPENING
FOR NEW CONSTRUCTION , EXTERIOR WINDOWS MUST BE PROTECTED VIA GLAZING MEETING . . . . _ . . . . . .
THE LARGE MISSILE TEST CERTIFICATION OF ZONE 11 ASTM E 1886-97 AND ASTM E 1996-99 6" - EACH WINDOW TO RECEIVE
OR VIA STRUCTURAL SHUTTERS WITH ATTACHMENT HARDWARE PROVIDED. NEW STRUCTURES -WIDT7/16" THICK x SIZE OF
8' MAK. SAN WI7/16'
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 ll, MISSILES CAN BE USED AT A DISTANCE GREATER THAN ONE MILE OF THE COASTLINE. PROVIDE #8 CORROSION
RESISTANT WOOD SCREWS w/
2" EMBEDMENT
1 2 8" O,C, AROUND PERIMETER DRAWING NAME:
PROTECTIVE PANELS TO BE PROVIDED FOR ALL AREAS BY ❑F- WINDOW
A — CLEAR SHIELD HURRICANE + SECURITY PANELS — 631 — 287 5060WIND DIAGRAMS
OR . . . . . . . .
B — QUICK GUARD STORM PANELS. 631 — 287 5330
OR tD
C — PLYWOOD PANELS AS PER CODE
PROTECTION DEVICES TO BE IN ACCORDANCE WITH LARGE MISSILE TEST OF HURRICANE SHUTTER D ETAI L
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 8Y: ACV CD SCALE: SHEET:
CURRENT O �[
ISSUE DATE: . J
28 South Harbor Rd.
outhold,NY 11971
631.806.2537
� 115
COQ, _.. �. - . ; "• " • . . �QQ- �p�p�°\\N�•
�o
• -� SEE ENGINEERING PLAN FOR
DD O, SEPTIC & DRAINAGE DESIGN
NO G UND.DISlijR^BAN E
LANWARD Op 100, n
CREST LUFF S BACK
DURINGIC STRU TIONM -
�INF�F ANY GROI ND ISTURBANCE " :A ti
o �\
p�gNTF�cF� �4TOITRI S APPROV A F ��$P ' SFr IV
jRIP op A Fss
R O\ ,.
O"
FTeq C \.\•\.a\ ::::\\\\
` p
h o \. �D•
HAY BALES&PROJECT \ O \ poR
LIMITING SILT FENCE
TO BE 1'FROM TOP OF ham ' \ POOL GATE
\�\ �
BLUFF SETBACK `� \ ��\ . \ ^ wq<fC oii
PER NYS CODE
A \\\\ P\a
POOL FENCING
1,-
7
PER NYS CODE
a
OUTDOOR
SHOWER
�, 70 oo< \ ,i
PROPOSED STAGING
\ SID
AREA
RETAINING i1 \
WALL ' \ / fir\ '•. yy��,, }}
31,
PROPOSED
T /
CONCRETE WASHOUT
c\\\\ F',.
IMM'
M ` ` \\
\� Ff
\ 7 '• a / /
\ 2 BUILDING PERMIT REVISIONS 13 NOVEMBER 2021
1 BUILDING PERMIT 13 SEPTEMBER 2021
NO. ISSUANCE DATE
�— —� RELEASES
• . SEAL:
C. vo/ yid
ON
9T�O�242�
NEw
1 SITE PLAN
SCALE: 1/32"=1'-0"
PROJECT:
Blue Horizon Bluffs
COVERAGE CALCS:
50,657 SF TO TOP OF BLUFF Peconic, NY
20% = 10,131 SF
1ST 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: CD
SCALE: 1/32" "=1'-0SHEET:
PROJECT No 9/22/2020 1 00
528 South Harbor Rd.
Southold,NY 11971
P:631.806.2537
01 41'-6 1/4" 15'-4" 8'-01/2" 01
11'-6 7/8" 20'-7 1/2" X. 21'-1 1/2" 01 3'-6 3/8" 01
15 16
HANDRAIL PER
NYS CODE
P.G. TAR DN
1 I rY'
N
r
1'� OVERHEAD h Li
20 GARAGE DOOR o
rA
W
U- oC lJ
V) O
m aR/ STORAGE - UNFINISHED I co
Q (W/ FULL BASEMENT) Ln
Uj
elf U GARAGE '
co
X N O l a o
L Ln 4 o�
OVERHEAD
r X
GARAGE DOOR LO
60
cV
O
i
14 13 11
11'-6 7/8" 20'-7 1/2" 9'-3 7/8" 11'-9 5/8" 11'-6 7/8"
41'-61/4" eloo 23'4112"
64'-10 3/4"
DIA.STL.COL.
4"x4"x a
4 FIRST FLOOR PLAN AS INDICATED ON 1-x1'4411
■SCALE:1/4"=V-0" STEEL BASE PLATE
4"CONC.SLAB W/
7.4" 6X6#10/#10
WWM REINFORCING
- 6"COMPACT SAND
AL
VAPOR BARRIER
3" 10"X10"X5/8"STL.
BASE PLATE
0
(4) 1/2"X12„
ANCHOR BOLTS
(4)#5 RIEBARS
EACH WAY
UNDISTURBED SOIL
AS NOTED
3 TYP. COLUMN FOOTING
41'-6 1/4" 15'-4" 8'-01/2" SCALE: 1 1/2"=V-0"
— — — -- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — -�
r — — — — — — — — — — — — —
I °
I — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —
— — — — — — —
I - - - - - - — — —
3X71 -
P OF FOUND,WALL o
ELEV:-0'-3314" - - - - - - - - - - - - - - - - - --- - � M — CS 20X36EVERY 32"O.C.
USE WRAP STRP W/GRACE
TOP OF FOUND.SHELF _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ __ 'TOP OF FOUND.WALL VYCOR IN CONTACT W/
ELEV:-1'-:
3 5/8" 3'-0" 3'-0" I F- — — — — — — -I ELEV:4-3 3/4" o PRESSURE TREATED WOOD
TOP OFFOOTING I I I I 5/8" DIA.X 12" HOT DIPPED
ELEV.-'12'-1 3/4" — — I I I I GALVANIZED A.B.@4 8"O.C.
OFROM EACH ORE N 12"
CORNER
' ' W/3"x3"x3/16"SQ.WASHER
in o o �
I 1 CLIENT MTG 05 MAY 2021
L„ I I M I I M I I I 1° TOP OF 1ST FLOOR SUBFLOOR � 3„
w L _ _ _ L _ _ _ -J I i I ( _ ELEV: 0'-0" - q CDX PLYWOOD N0. ISSUANCE DATE
SLAB ON GRADE -
N o I I I I m COP-R-TEX TERMITE SHIELD
RELEASES
CD o <3*
4"X4"STEEL 4"X4"STEELLn I ( I I
Ln COL. BASEMENT COL. I I I I , (2) #5 REBARS SEAL:
I ) 4 P.C. SLAB I
�
° ° ° �VkED AR
1 11 I I I I I n $„ 4..
��5 PM C' vp(p'�i�,
#5 REBAR
16"O.C.VERTICALLY
L— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —
I- - - - - - - - - - - - - - - - - - - - - - - - - - - -- J ' ° 12"O.C.HORIZC)NTALLY
i I \
5/8" DIA.X 12" HOT DIPPED >`
— — — — -- — — — — — —— — — — — — — — — — — — — — — — — — — —
— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —
S
GALVANIZED A.B. @4 8"O.C. 9TH �3242�
° TYP. NOT MORE THAN 12" OF NEW
FROM EACH CORNER
41'-6 1/4" 23'-4 1/2"
\.\
° ° ° W/3"x3"x3/16"SQ.WASHER
14 01
64'-10 3/4" \ ° as 12" POURED CONCRETE WALL
\\ \ ° 3'SPLICE ON REBAR PROJECT:
WATERPROOF ALL SURFACES Blue Horizon Bluffs
BELOW GRADE W/WARM N DRI
° a; 414 3" COMPACTED CLEAN SAND BACKFILL GarageBASEMENT PLAN \
°
3m SCALE: 1/4"=1'-0" \ \ \ a
\ 4"CONC.SLAB
6X6#10/#10
° _ ° ° WWM REINFORCING
°
° a ° � � Peconic, NY
a .. °
a o 0
3" ° ° VAPOR BARRIER
.. - d °
a ° COMPACT SAND DRAWING NAME:
KEY WAY PLANS
(3)#5 REBAR
1'-6" UNDISTURBED SOIL
DRAWING NUMBER:
TYP. FOUNDATION WALL DRAWN BY: SET:
SCALE: 1 1/2"=V-0"' CHECKED BY:
SCALE: 1/4"=V-011 SHEET:
����JJJJ
PROJECT No 9/22/2020
- 201
28 South Harbor Rd.
outhold,NY 11971
631.806.2537
MAX BLDG HGT
ELEV: 55' Y
MAX BLDG HGT MAX BLDG HGT
— - -- - - - - - - - - - - - - - - - - - - - - - - - - - -
ELEV: 55' ELEV: 55'
TOP OF PL - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
- - - - - - - - ' - - - - - - - - - - - - - - - - - - - - - - - - TOP OF PL TOP OF PL
ELEV 14 13/4" ELEV 14 13/4"
ELEV: 14'-13/4" _.__. . _.._. _.... ...
_ _. _...._. _.._.... ._..... . _ .. .......
o .... .
M - a X 8 VGC - - -_... .. - -- --- - -....... .............._. ....... ... -- - -- .. .---- ..- ... ..... -- ---- _ 1"X8".._HORIZ._--- -- ...... ....... __.
N CEDAR TRIM _.. _ _._.. T&G VGC... _' _ T&G VGC 4 X 1 _
"'X - CEDAR SIDING 0 VGC
1"X8" �
CEDAR TRIM
TOP OF PL 6 VGC _.... _ - - - - -... _ _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ - - - - _. _ _ _ - - - - - - -
A TOP OF P
- - - -
- - - - - - - - _.. . .. . _ _ ..... ELEV 36 101/2 ELEV
- - -C�BAR-TRfM- CEDAR SIDING _. _.......... . . - - ,�„X 2, 036'-101/2"
ELEV: 36'-101/2" _ .. _.. 4 -
"VGC
RTRI
O N
v 1"X6"VERT.
60 T&G VGC -
104
CEDAR SIDING.
" A
TOP OF 1ST FLOOR FFE
1.. 6„VERT.
ELEV: 28.5 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
- - - - - - - - - - - VGC
CE AR SIDING
TOP OF EXIST.GRADE I
ELEV: 28'
BOT OF BASMENT CLG
ELEV: 27'-21/2" I TOP OF 1ST FLOOR FFE TOP OF 1ST FLOOR FFE
I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
- Y ELEV: 24.5' ELEV: 24.5'
- - - - - - - - - - - -
\-(�-
o I I TOP OF EXIST.GRADE I I TOP OF EXIST.GRADE
\*-ELEV: 24' I I ELEV: 24'
Zo
I I
TOP OF BASEMENT FFE I _ TOP OF FOOTING I I I TOP OF FOOTING
ELEV: 18'21/2" - - - - -
ELEV: 18'-21/2" ELEV: 18'-21/2"
O
0
m m
r- D
< m
2 SOUTH ELEVATION
. SCALE: 1/4"=1'-0"
3 WEST ELEVATION
. SCALE: 1/4"=V-0"
_ MAX BLDG HGT MAX BLDG HGT
- - - - - - - - - - - - - - - - - - - - - - - - - -
_ ELEV: 55' ELEV: 55'
MAX BLDG HGT _ -
ELEV: 55'
TOP OF PL _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - - - - - - - - - - - - - - - - - - - - - P - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 1 CLIENT MT 2021
- - - - - - - - ELEV: 14-1 ELEV. /4 NO. ISSUANCE G MAY
ELEV: 14'-1 3/4"
EPDM RUBBER 3/4" 14'-1 3 "
ROOFING - - - RELEASES
A NO .. ... .. ..
b N _... .. .. .... .._.....1"X8" HORIZ......._. . . .._.
_.._....
- a"X 10"VGC T&G VGC. . SEAL:
_.. . - .
TOP OF PL _ TOP OF PL _ _ TOP OF PL - CfDAR TRfM __ CEDAR SIDING- - - - - - - - - _ - - - - (ERE ARC
ELEV: 36'-101/2" _.. _ __.... ... .. . - _.. . _... ......... _._. - - - ELEV. 36-101/2 ELEV. 36-10 1/2 _.- - -..._.4,.X2 t`��OPMC Oti��t�
"VGC �
(AL)AK I KIM
o 'a"X 8°,VGC
CEDAR TRIM
02 iv 1"X6`'VERT.
A T&G VGC 0
1X6"'VERT. v '9r 3242 OQ'
T&G VGC CEDAR FO \(�l
n, 101 106 CEDAR SIDING
104 SIDING F NE
N : : [V
Su '
M
4.A
b"VGC TOP OF 1ST FLOOR FFE TOP OF 1ST FLOOR FFE
CEDAR TRIM T - - _ - - - - - - - ELEV: 28.5' ELEV: 28.5' PROJECT:
I N TOP : EXIST.GRADE TOP OF EXIST.GRADE I I Blue Horizon Bluffs
ELEV: 28 ELEV: 28' I I
BOT OF BASMENT CLG BOT OF BASMENT CLG I I
P OF 1ST FLOOR FFE I ELEV: 27'-2 1/2" ELEV: 2T-2112" I I Garage
TO
ELEV: 24.5' - - I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
- - - - - - - - - - - - - - - - -
TOP OF EXIST.GRADE I I I _ ~-
i I I I o I I
ELEV: 24' I I I I o
I I
I I Peconic, NY
TOP OF BASEMENT FFE TOP OF BASEMENT FFE
TOP OF FOOTING - - - - - - - _ - - - - - - - - - - - - - - - - - - (- - - - - - ELEV: 18'-21/2" ELEV: 18'-21/2"
ELEV: 18'-2 1/2" - - - - - - - - - - - - - - - - - - - - - - - - - - - -- -- -
- - - - - - - - - - - - - - -T - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
DRAWING
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
DRAWING NAME:
ELEVATIONS
4 EAST ELEVATION . NORTH ELEVATION
■SCALE. 1/4 -1 0
DRAWING NUMBER:
DRAWN BY: SET:
CHECKED BY: D
SCALE: 1/4"=1'-0" SHEET:
PROJECT No 9/22/2020 o 1
28 South Harbor Rd.
Southold,NY 11971
631.806.2537
EPDM RUBBER ROOFING
OVER 3" PLYWOOD SHEATHING
OVER 2"X10" ROOF RAFTERS
101 106 104
TILE FLOORING OVER
PLYWOOD SUBFLOOR
ON 12'TJI F.J.W/PTD.BD.
P.C.FOUNDATION
WALL
Z4" P.C.SLAB
1 LONGITUDINAL SECTION
■SCALE:1/4"=1'-0"
EPDM RUBBER ROOFING EPDM RUBBER ROOFING
OVER 4" PLYWOOD SHEATHING OVER 4" PLYWOOD SHEATHING
OVER 2"X10" ROOF RAFTERS OVER 2"X10" ROOF RAFTERS
TOP OF PL _ _ _ _ _ _ _ _ _ _ _ _ _ _ TOP OF PL
- - - - - - - - - - - - - - - - - - - - - - -
- - - ELEV: 14'-1 3/4" ELEV: 14'-1 3/4"
w
o
o_
TOP OF PL
ELEV: 36-101/2"
TOP OF PL
- - - - - - - - - - - - -
ELEV: 36-101/2"
cq
1 CLIENT MTG 05 MAY 2021
.. ..-----. ..... W
NO. ISSUANCE DATE
RELEASES
TOP OF 1ST FLOOR FFE SEAL:
F.1.EV: 24.5'
- - - - - - - - - - -
0c. VO4
TILE FLOORING OVER
P.C. FOUNDATION 4"PLYWOOD SUBFLOOR
WALL ON 12'TJI F.J.W/PTD.BD.
TOP OF 1ST FLOOR FFE o
ELEV: 24.5' 032421
pF NEW
P.C. FOUNDATION 4" P.C.SLAB �,
WALL o
PROJECT:
TOP OF FOOTING _ _ _ _ _ _ _ _ _ _ _ _ TOP OF FOOTING
- - Y ELEV: 18'-2112" ZELEV: 18'-21/2" Blue Horizon Bluffs
4" P.C.SLAB
Garage
Peconic, NY
2CROSS SECTION NO.13 CROSS SECTION NO.2
SCALE:1/4"=V-0" . SCALE: 1/4"=1'-0"
DRAWING NAME:
BLDG SECTIONS
DRAWING NUMBER:
DRAWN BY: SET:
CHECKED BY: CD
SCALE: 1�4"=1'-�' SHEET:
PROJECT No 9/22/2020 302
28 South Harbor Rd.
outhold,NY 11971
631.806.2537
EPDM RUBBER
ROOFING
oO .� INSULATION BAFFLES
AS REQ'D
\` DRAFT STOP AS REQ'D
CEDAR FASCIA BD
TOP OF 2ND FLOOR PLATE 4 °\ \ 1 \ SIMPSON HURRICANE CLIP
11
E LEV: 11'-11 1/4" 3/4"
2"X10" RR
3/4"AIR SPACE
( EPDM RUBBER
ROOFING `
2"X10" RR
INSULATION BAFFLES
AS REQ'D
DRAFT STOP AS REQ'D
CEDAR FASCIA BD _
°
SIMPSON HURRICANE CLIP TOP OF 2ND FLOOR PLATE
CEDAR SOFFIT BD
10
11/8
1"AIR SPACE V. N
m
00
I
I
i�
PTD.G.W.B
PTD.WD. BASE
CS 20 X 36 EVERY 32"O.C. CS 20 X 36 EVERY 32"O.C.
USE WRAP STRP W/GRACE USE WRAP STRP W/GRACE
VYCOR IN CONTACT W/ VYCOR IN CONTACT W/
PRESSURE TREATED WOOD PRESSURE TREATED WOOD
5/8" DIA.X 12" HOT DIPPED 5/8"DIA.X 12" HOT DIPPED
_ GALVANI7FA.B.@4.8-Q.C. GALVANIZED A.B.@4 R"n
TOP OF 1 ST FLOOR SUBFLOOR TYP. NOT MORE THAN 12" TYP.NOT MORE THAN 12" TOP OF 1 ST FLOOR SUBFLOOR
FROM EACH CORNER FROM EACH CORNER
M W/3"x3"x3/16"SQ.WASHER W/3"x3"x3/16"SQ.WASHER _..... . . M
m d 1 -560 SERIES q"CDkPPAVOOD 4"CDX PLYWE)O 11 $"T" '60 SERIES m
° . COP R-TEX TERMITE SHIELD COP-R-TEX TERMITE SHIELD
8' ol 4 (2) #5 REBARS -
° 8
`� d (2) #5 REBARSco
�d #5 REBAR #5 REBAR
d .
16"O.C.VERTICALLY 16"O.C.VERTICALLY _............. . ... d
12"O.C.HORIZONTALLY 12"O.C. HORIZONTALLY
\\\ \\ \
1 CLIENT MTG 05 MAY 2021
\\ \\ 5/8"DIA.X 12" HOT DIPPED 5/8"DIA.X 12" HOT DIPPED \ \
NO. ISSUANCE DATE
\ \ e d d GALVANIZED A.B.@4 8"O.C. GALVANIZED A.B.@4 8"O.C.
d TYP.NOT MORE THAN 12" TYP.NOT MORE THAN 12" d ' . d/ \ \ \ RELEASES
FROM EACH CORNER FROM EACH CORNER
A
° e W/3"x3"x3/16"SQ.WASHER W/3"x3"x3/16"SQ.WASHER 1� °
d SEAL:
Aq
12" POURED CONCRETE WALL 12" POURED CONCRETE WALL °��a \\\ \\ �t?�QP10 C. VO4
a
a
d
* r
9�. 032421 Q�
\� - � SIJ °f l \ \\ \\ FoF NES�o
99
3' d d 34 \ \\
d \
° \
d �
PROJECT:
dd JAI I d n .OA \ \
° ° d ° d e d ° ° Blue Horizon Bluffs
° a _� 4"CONC.SLAB 4"CONC.SLAB —�� d ° °
TOP OF FOOTING ° d °° ° ° d I Id TOP OF FOOTING Garage
\ ° a a °d n' ' 6X6#10/#106X6#10/#10 '�' ° ' d
WWM REINFORCING WWM REINFORCING d d ° d \
0o \ ,\! ° VAPOR BARRIER VAPOR BARRIER $ ° ° A 00
d d °° COMPACT SAND COMPACT SAND dd Q a w
° d ° KEY WAY KEY WAY d d d
(3)#5 REBAR
(3)#5 REBAR
_.
Peco
nic, Y
V-6" 1'-6" ol
DRAWING NAME:
WALL SECTIONS
1 WALL SECTION NO.12WALL SECTION NO.2
SCALE: 11/2"=V-0" SCALE:11/2"=V-0"
DRAWING NUMBER:
DRAWN BY: SET:
CHECKED BY: C"DSCALE: 1 1/2 =1-0SHEET::
PROJECT No 9/22/2020 - 491
I