HomeMy WebLinkAbout49952-Z : � TOWN OF SOUTHOLD
? 1 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#: 49952 , ..__..
Date: 10/26/202
Permission is hereby granted to:
Orient mCotta„Cottage Inc ITITIT ..........
22260 Main Rd
Orient NY 11957
To: Legalize a 12 x 24 accessory shed to an existing residence on a commercial property as
applied for. Shed must maintain a side and rear yard setback of 5 feet.
At premises located at:
Route 25 Orient
22260..... .....__........_ . ._...... _. ........ . .............. .........
SCTM # 473889
Sec/Block/Lot# 17.-6-10
Pursuant to application dated 10/1.3/2023 and approved by the Building Inspector.
To expire on 4/2612025.mmm
Fees:
AS BUILT-ACCESSORY $538.00
CO-ACCESSORY BUILDING $100.00
Total: �. $638.00
_....._...... 1 ... ...... ..............._. .
Building Inspector
TOWN OF SOUTHOLD—BUILDING DEPARTMENT
� Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959
Telephone (631) 765-1802 Fax(631) 765-9502 lett ^
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tonM. ov
r
Date Received
APPLICATION FOR BUILDING PERMIT
For Office Use Only
PERMIT NO. 49,1�a Building Inspector; i
Applications and forms must be filled out in their entirety.Incomplete
applications will not be accepted. Where the Applicant is not the owner,an
Ownef s Authorization form(Page 2)shall be completed.
Date:
OWNER(S)OF PROPERTY:
Name:Orient Cottage Inc sCTM#1000-17.-6-10
Physical Address:22260 Main Road, Orient NY 11957
Phone#:917-509-8751 Email:c@rigasco.com
Mailing Address:as above
CONTACT PERSON:
Name-Constantine Rigas
Mailing Address:22260 Main Road, Orient NY 11957
Phone#:917-509-8751 Email:c@rigasco.com
DESIGN PROFESSIONAL INFORMATION:
Name:Joseph Fischetti PE
Mailing Address: 1725 Hobart Road, Southold NY 11971
Phone#:516-848-6764 Email:
CONTRACTOR INFORMATION:
Name:Cconstantine Rigas
Mailing Address:22260 Main Road, Orient NY 11957
Phone#:917-509-8751 1Email:c@rigasco.com
DESCRIPTION OF PROPOSED CONSTRUCTION
WNewStructure LJAddition LJAlteration ❑Repair ❑Demolition Estimated Cost of Project:
❑Other As Built-New Accessory Shed $15,000
I
Will the lot be re-graded? ❑Yes WNo Will excess fill be removed from premises? SiYes []No
1
PROPERTY INFORMATION
Existing use of property: Intended use of property:
Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to
B zone i
this property? ❑Yes 10 No IF YES, PROVIDE A COPY.
M 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,
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 210AS of the New York State Penal Law.
Application Submitted By(Print name): �� �� []Authorized Agent Downer
Signature of Applicant:: Date:
STATE OF NEW YORK)
SS:
COUNTY OF
c^•� \`' ` being duly sworn, deposes and says that (s)he is the applicant
(Name of individual signing contract)a6ove named,
O /
(S)he is the
� ' C-Q
(Contractor,Agent,Cc rporate Officer, etc.)
of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this
application;that all statements contained in this application are true to the best of his/her knowledge and belief;and
that the work will be performed in the manner set forth in the application file therewith.
Sworn before me this
S&YA day of VC 1 , 202
Notary Public
CHRISTINE FOSTER
Notary Public,State of New York
No,pi 06177911
Qualified in StsWk Crrrnly
Commission Expin November 14,20D
2
S.C.T.M. NO. DISTRICT: 1000 SECTION: 17 BLOCK: 6 LOT(S)--10
SIN
RDAD
L,
LAND N/F
OF
SUSAN GRELLA RODRIGUQ �� ,• � �� "� � o
rbiO �6 / .� AS Built �s„1
ON 9 7 �'tea'
/
PATIO
FRAME STORAGE 1
BUILDING W/CONC
FOUNDATION
Is
�w � � .•'”*r � •,
LAND N/F + .OA� r
OF .
O
GULSEN & LARS WESIVIND ({p-
FND. LOC. / FINAL 09-30-23 'A ,
FND. LOC. & UPDATE SURVEY 05-20-23 'THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL
UPDATE SURVEY 01-18-20 LOCA7101VS SHOWN ARE FROM FIELD OBSERVA71ONS
AND OR DATA OBTAINED FROM OTHERS
AREA: 17,782.83 SQ.FT. or 0.41 ACRES ELEVA7701V DATUM.•
UNAUTHORIZED ALTERA77ON OR ADD17701V TO THIS SURVEY IS A WOLA71ON OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF 77415 SURVEY
MAP NOT BEARING 774E LAND SURVEYORS EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VAUD TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN
ONLY TO 7HE PERSON FOR WHOM 774E SURVEY IS PREPARED AND ON HIS BEHALF TO THE 7777E COMPANY, GOVERNMENTAL AGENCY AND LENDING INS77TV77ON
LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTITUTION, GUARANTEES ARE NOT TRANSFERABLE.
THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM 774E PROPERTY LINES TO-7HESD?U0,IIIRF,„S„ARE--FOR A3pECIFIC PURPOSE AND USE THEREFORE THEY ARE
NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE ERECTION OF FENCES, ADD1770NAL STRUCTURES OR AND 0774ER IMPROVEMENTS. EASEMENTS
AND OR SUBSURFACE S7RUCfiIIRES RECORDED OR UNRECORDED ARE NOT GUARAN
TEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE TIME.OF SURVEY
SURVEY OF: DESCRIBED PROPERTY CERTIFIED TO: ORIENT COTTAGE INC;
MAP OF:
FILED: �
SITUATED AT: ORIENT ;
TOWN OF. SOUTHOLD KENNETH M WO'YCHUK !:AND SURVEYING, PLLC
SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design
" P.O. Bog 153 Aquebogue, New York 11931
PHONE (931)298-1588 FAX (831) 298-1588
7FILE # 15-104 SCALE: 1"=30' DATE: JUNE 24, 2015 N.Y.S. LISC. NO. 050882 maintaining the records of Hobert J. Hennessy & Kenneth Y. woychuk
A Rs
Simpson HOU Simpson HOU I I I I I I
Hold Down Hold Down
I fill
2x12 OF#2 CJ @ 16"00
DESIGN/BUILD
to be installed for storage
Asphalt Roofing Shingle
12 1 1 1 1
LL over full
Ice & Nater Barrier on
3/4" COX Sheathing
Joseph i=ischetti P . E .
• PROFESSIONAL ENGINEER
(2)2x6CedarSiding with
(2) 1-3/4x16 ML Ridge
Galvanized Anchor Bolts
Post to Blueskin Underlayment,
with Washers and Plates N
CNI as per code Ridge 3/4" COX Sheathing and
2x6 Stud Nall (Typ)
2x6 ACQ 5111 Plate
Termite Shield
10/7/23
Sill Seal
fx
8" PC Wall with#4 4" concrete slab, reinforced over
compacted soil and RCA base
rebar horizontal
and vertical m
Simpson HOU Simpson HOU
old Down Hold Down
(3) 1-3/4xq-1/2 LVL Header
— — 16"x 8"footing with
8050
keyway and (2)#4 rebar AS BUILT SHED
21 21
FRONT ELEVATION / 5ECTION 22260 Main Road
21112"Ile 1011, *21 1/211) 12' ROOF PLAN 5CALE: 1/4" 1 ' Orient NY 11957
12'2 FLOOR PLAN 50ALE: 1/4" = 1'
50ALE: 1/4" = 1 '
FOUNDATION PLAN
50ALE: 1/4" = 1' PROJECT TEAM:
12 Designer/Builder
RIGAS CO
I I I I
22260 main road, orient ny 11957
631 323 8022
1 T I I I I I I I I I I c@rigasco.com
T—
Engineer
Joseph Fischetti, P.E.
1725 Hobart Rd, Southold NY 11971
631 765 2954
L
11 1 1 - T I I I I I t T I I I
LEFT ELEVATION RIC-714T ELEVATION REAR ELEVATION
5CALE: 1/4" = 1' 50ALE: 1/4" = 1' 50ALE: 1/4" = 1' Scale as Noted
oil
A S
- j
Al
-so
WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS
USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT & GOOD CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY.
KING STUDSRIGAS
♦
•
RAFTER WALL STUD
ENDWALL
CRIPPLE STUD
•
BOTTOM PLATE DESIGN/BUILD
RIDGE •
TUB
LEDGER B ATH
� • HEADER • ;
DOUBLE JOIST
SIDEWALL
RAFTER
JACK STUDS
FLOOR JUSP NUMBER DESCRIPTION APPLICATION
1ST. ADS5 HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS Joseph Fischetti FE
ANCHOR TO FOUNDATION W/ ANCHOR BOLTS BATH / SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT • •
CONNECT TO 1 SIDE OF ALL CORNERS ON LOCATION USP NUMBER DESCRIPTION APPLICATION LOCATION USP NUMBER DESCRIPTION APPLICATION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR
2ND. ADS5 HOLD DOWN BOTH BOT. PLATE OF 2ND FLOOR AND TOP ALL OPENINGS LSTA12 1-1/4"x12" 20ga. STRAP APPLY TO EACH JACK STUD ROOF LSTA24 1-1/4"x24" 20ga. STRAP PPLY OVER RIDGE TO EACH RAFTE 2x6-2x8 LS26 18ga. SLOPE HANGER PPLY TO EACH RAFTER / LEDGER JOIST DIRECTION WITH (2) JOISTS. UNDER WALL.
ANCHOR PLATES OF 1ST. FLOOR. CONNECT THROUGH FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS, PROVIDE
E FLOORS TO EACH OTHER W/ THREADED ROD. ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD 2X10 LS210 118go. SLOPE HANGER VPPLY TO EACH RAFTER / LEDGER BLOCKING 024"OC PROFESSIONAL ENGINEER
WALL STUD
THROUGH—ROOF EXHAUST
VENTS SELECTED AND
LOCATED BY CONTRACTOR
METAL STRAP
CRICKET AT TOP—SIDE OF VENTILATION CHANNEL
RIM BOARD Q HIMNEY AS REQUIRED
RAFTER
SILL PLATE(S)
' WALL SHEATHING RAFTERS MAINTAIN
•. . , •. • '. , •. VENTILATION
SIDEWALL FLASHING WOOD JOIST
FOUNDATION ' ' ' TOP PLATE B LOC KING
' - - - FINISH WALL AND MOISTURE 2x4 LEDGER BLOCKING
STAPPING TO BE ATTACHED TO WALL STUDS 048"OC BARRIER TO LAP FLASHING 2x4 SOFFIT JOIST
AND ALL WINDOW DOOR OPENING JACK STUDS 4
AT WALL W MAINTAIN GAP ATTIC SHALL FR PROVIDED WITH A FASCIA 10/7/23
/ BETWEEN WALL FINISH AND MINIMUM NET FREE VENTILATING AREA
FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION ROOFING TO AVOID SOAKING WALL STUD NOT LESS THAN 1/150 OF THE AREA OF GUTTER
THE SPACE VENTILATED. ALL OPENINGS WOOD GIRDER
INSTALL 4'0" O.C. �.' SHALL BE COVERED WITH CORROSION— ONTIN. SCREENED VENT
4" — 8" LSTA24 1-1/4"x24" 20ga. STRAP AND JACK STUDS ' RESISTANT METAL MESH WITH MESH ONT1N. SOFFIT / EXT. PLYWOOD
N ALL OPENINGS *4 FLASHING
PROVIDE HEMMED EDGE AT OPENINGS OF 1/4 INCH IN DIMENSION.
FLASHING TO FORM CHANNEL LOCATION USP NUMBER DESCRIPTION APPLICATION
INSTALL 4'0" O.C. AND SO AS TO MAINTAIN AIR SOFFITED EAVE
8" — 14" LSTA30 1-1/4"x30" 18ga. STRAP AND JACK STUDS , GAP TO PREVENT CAPILLARYCONNECT TO
ON ALL OPENINGS / ��„ ACTION 4" — 6" RAFTER RT70 10-3/4" x 18ga. TYDOWN ANCHOR EACH RAFTER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND
INSTALL 4b" O.C. , ' CONNECT TO ROOF VENTILATION / OVER BEARING WALLS AND HEADERS
14" — 16" LSTA36 1-1/4"x36" 18ga. STRAP AND JACK STUDS ,� ' 8" — 12" RAFTER RT20 1-1/8" x 20ga. TYDOWN ANCHOR EACH RAFTER SOFFITED EAVE DETAIL
ON ALL OPENINGS ,'� KEEP ROOFING NAILS OUT
OF FLASHING
2ND. FLOOR WALL
ROOFING LAPS BASE
FLASHING 4 INCHES AS BUILT SHED
RAFTER
BASE FLASHING WRAPS CORNERS, RIDGE CAP OF SAME
/ / EXTENDS UNDER SHINGLES AT MATERIAL AS ROOFING
SIDES 4 INCHES AND LAPS NAILED TO SHEATHING 22260 Main Road
SHINGLES AT BASE MIN. 4 INCHES THROUGH VENT ■
WOOD JOIST
TOP PLATE op
Orient NY 11957
GIRDER/HEADER
SIDE WALL FLASHING
1ST. FLOOR WALL STAPPING TO BE ATTACHED TO WALL STUDS 048"OC WOOD JOIST
AND ALL WINDOW/DOOR OPENING JACK STUDS METAL FLASHING AT ALL EAVES, SIDEWALLS, WALL STUD
FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION AND RAKES -- PROVIDE HEMMED EDGES SO RAFTERS
AS TO FORM DRAINAGE CHANNELS AND
INSTALL 4'0" O.C. PREVENT CAPILLARY ACTION
4" — 8" LSTA36 1-1/4"06" 18go. STRAP AND JACK STUDS LOCATION USP NUMBER DESCRIPTION APPLICATION PRE—MANUFACTURED KEEP SHEATHING MIN. 1-1/2-
ON ALL OPENINGS CONNECT EACH RIDGE VENT FOLDS FROM PEAK TO ALLOW FREE ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH
RAFTER/PLATE RT15 TYDOWN ANCHOR OVER RIDGE TOTHE PROPER STEEL CONNECTOR.
INSTALL 4'0" O.C. RAFTER TO PLATE CONFORM TO SLOPE AIR PASSAGE IF ABLE, SET FIR JOISTS APROX. 1/2" HIGHER THAN LVL HEADERS
8" — 16" MSTA48 1-1/4"x48" 16go. STRAP AND JACK STUDSI
PLATE/WALL SPTH4 STUD PLATE ANCHOR CONNECT OVER OF ROOF TO ALLOW FOR SHRINKAGE. & REDUCE BUMP OUTS
ON ALL OPENINGS
PLATES TO EACH STUD PROJECT TEAM.
DBL. SILL PLATE
TERMITE SHIELD I �--- SUBFLOOR
SILL GASKET WOOD JOISTS
%
•
/�2x6 /2x8 CONTINUOUS WOOD PLATE ' •
CONC. SLAB GASKET ` ' ' Desi ner/Builder
TYP. CONC. FOUNDATION /► ,;.'• , �
DAMPPROOF EXTERIOR 6 MIL POLY - V� I BOLTED TO STEEL BEAM WITH g
6MIL POLY ON EXTERIOR V GRANULAR FILL ' .�
1/2 " DIA. BOLTS ® 48" o.o. STAG.
' V STEEL COLUMN !•� '�
e A > • 4 I • 4 e' ► ROOF JAC K ♦ ,` '
CONC. SLAB ' 'q �r ° f.� �. 11 11 STEEL BEAM R I GAS C O
a! ° � ^ �.O � ANCHOR BOLT EMBEDMENT: I' � 4" x 1 4" x 8" STEEL
COMPACT FILL , ie r BLOCK WAPOURED LL:- :15" ROOFING LAPS ,�. TOP AND BOTTOM PLATE
22260 main road, orient n`/ 11957
KEYWAY FOOTING m V A • 4 • FLASHING AT .� WITH 1/2" x 6" ANCHOR BOLT �7
° �'!a •• CONC. FTG. 'q I L e' USE WITH 3x3 SQUARE WASHERS SIDES AND TOP ,
wlel� ,; , w w ' O ANCHOR BOLT CONNECTION (USP LBPS58 OR BP583) . 1/2" GROUT 631 323 8022
c
ri
[� REINFORCING BAR FOUNDATION /8" DIA. ANCHOR BOLT I vnasco.com
•
�
DRAIN TILE • p • ANCHOR BOLT CONNECTION 3" STEEL COLUMN SUPPORTING MAXIMUM SPACING FLASHING LAPS ( 10 KIPS )
SILL PLATE TO FOUNDATIONROOFING AT BOTTOM
CRAWL SPACE OR FOUNDATION) 1 STORY 72" OC
NEEDED FOR STRUCTURAL BRACING. SILL PLATE TO FOUNDATION 2 STORIES 36" OC TYPICAL BEAM DETAIL
WHERE NEEDED TYPICAL FOUNDATION. APPLY PILASTERS MIN. 3" STEEL COLUMN ANCHORED TO 24"x24"x12" CONC. FTG. CRA SPACE OR FOUNDATION STEEL / BOTTOM BEARING
ALL BOTTOM PLATE TO FOUNDATION 1-2 STORIES 57" OC ROOF JACKS & VENTDETAILSLAB—ON—GRADE Engineer
r—SUBFLOOR
CONC. SLAB I DOOR FRAME
C
COMPAT FIL` L/"" � DOORGARAGE JOIST Joseph Fischetti, P.E.
USE 2X8
- - FOR BLOCKOUT STEEL BEAM 1725 Hobart Rd, Southold NY 11971
_ lo 4" su'B 6317652954
• _" � P.T. PLATE W/ 6X6 WMM � SLOPE
/AC
4"DRIVEWAY1/2" AIR E �`, 4 I • e NOTCH JOIST AND ADJUST HEIGHT
7 1 (WITH A NAILING PLATE IF NEEDED)
,fit�' AT END ANDES OF WOOD ,•q •,• -.4 �• • s.• :• •••� • ' TO BE APROX. 1/2" OR HIGHER THAN
a STEEL BEAM TO ALLOW FOR SHRINKAGE
PROVIDE STRAPPING TO KEEP JOISTS ALIGNED
GRAD � 4 --a�r---cr--=--� = 4 * 4 4_ ���.� = BEAMS •sO p•sO • • ( )
12" ;. = 6X6 W.W.M. r 4 :— 4 — — 4 a• ° • _iii 4 e' °O .4 —
MIN. e0 .e& e0 °� '• �'q �'e �' A ����NOTCH BEAM FOR MUDSILL IF REQUIRED -- MAXIMUM q q •O ° w v SUB FLOOR
•< 4 REINFORCING BAR : �. NOTCH EQUALS 1/4 DEPTH OF BEAM r •� e .° a �° ��—�� IST
•Q • REINFORCING BAR • e �--1�
DRAIN WILE I1 i■I a SHEET METAL / 30# FELT UNDER BEAM AT POINT ' 4 L�' O• °O•° (� STEEL BEAM
12" OF CONTACT WITH CONCRETE OR CONC. BLOCK 44
4 at 3" PLATE (BOLTED TO BEAM)
TYPICAL CONC. MONOLITHIC FOUNDATION. REINFORCE WITH (2) #4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. •w �w SHIMS TO LEVEL BEAM
REINFORCE FOOTING WITH (2) #4 REINFORCING BARS.
3" MINIMUM BEARING SURFACE FOR WOOD BEAM GARAGE DOOR BLOC KOUT
BEAM POCKET
Scale as Noted
� rr J
41 ApA2
NOTES WIND FRAMING NOTES NAILING SCHEDULE a PLAN CONTENTS:ENERAL 1) RIDGE-TO-RAFTER ASSEMBLY: ROOF FRAMING: OCCUPANCY CLASSIFICATIONRESIDENTIALR3
1-1/4"x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. NAIL NAIL BUILDING USE RESIDENTIAL DWELLING
When a collar tie is used in leu of a ridge strap,the number of 10d common nails required JOINT DESCRIPTION QTY SPACING NOTES
in each end of the collar tie need not exceed the tabulated number of 8d nails in the strap. RAFTER TO 8'WALL: 3-8d COMMON EACH BUILDING HEIGHT (SEE PLANS)
CONSTRUCTION NOTES: TOP PLATE 10'WALL:48d COMMON RAFTER TOE-NAIL TOTAL SQ. FT.OF CONSTRUCTION (SEE PLANS)
1).The information within this set of construction documents is related to basic design 2). RAFTER-TO-WALL ASSEMBLY: CEILING JOIST 8'WALL: 3-8d COMMON EACH DESIGN CRITERIA (UNIFORM CODE) 2020 IRC,2020 NYS UNIFORM FIRE PREVENTION AND BUILDING CODE
intent and framing details.They are intended as a construction aid,not a substitute Lateral framing and shear wall connections for rafter,ceiling or truss to top plate shall be in TO TOP PLATE 10'WALL:4-8d COMMO JOIST TOE-NAIL
for generally accepted good building practice and compliance with current New York accordance to table 3.3.When a rafter or truss do not fall in line with studs below, rafters FRAMING ELEMENTS AS PER FLOOR PLANS,CROSS SECTION, DETAILS,AND GENERAL NOTES RIGAS
State building codes.The General Contractor is responsible for providing standard or trusses shall be attached to the wall top plate and the wall top plate shall be attached to CEILING JOIST TO AS PER TABLE 3.7 EACH FACE DESIGN LIVE LOAD(PSF)8301.5
construction details and procedures to ensure a professionally finished,structurally the to the wall stud with uplift connections. Roofs overhanging the rake side of the building PARALLEL RAFTER WFCM-SBC LAP NAIL DESIGN DEAD LOAD(O 8301ALLS ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS 8301.7
P g g 8 UNINHABITABLE ATTICS(NO STORAGE) 10 EXTERIOR(LIGHT FRAME)WOOD WALLS 15 RAFTERS GREATER THAN 3:12 PITCH t/180
sound and a weatherproof completed product. shall be connected with uplift connections in accordance with table 3.3c. CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE UNINHABITABLE ATTICS(STORAGE) 20 EXTERIOR(LIGHT FRAME)STEEL WALLS 14 MO FINISHED CEILING) DESIGN/BUILD
2).The General Contractor is responsible for ensuring that all work and construction 3).WALL-TO-WALL ASSEMBLY: OVER PARTITION WFCM-SBC LAP NAIL HABITABLE ATTICS AND 30 INTERIOR(LIGHT FRAME)WOOD WALLS 10 INTERIOR WALLS AND PARTITIONS HA80
meets current federal, state,county and local codes,ordinances and regulations,etc. Wall studs above and studs below a floor level shall be attached with uplift connections in COLLAR TIE AS PER TABLE 3.4 EACH FACE ATTICS WITH FIXED STAIRS INTERIOR(LIGHT FRAME)STEEL WALLS 5 FLOORS L/360
These codes are to be considered as art of the specifications for this building and accordance with table 3.3b.When wall studs above do not fall in line with studs below,the TO RAFTER WFCM-SBC END NAIL EXTERIOR BALCONIES AND DECKS 40 MASONRY WALLS(8"THICK) 80 CEILINGS(PLASTER,STUCCO) L/360
p p $
should be adhered to even if invariance with the plan. studs shall be attached to a common member in the floor assembly with uplift connectors in BLOCKING 2-8d COMMON EACH 70E FIRE ESCAPES 40 CONCRETE WALLS(6-THICK) 85 CEILINGS(GYPSUM) L/240
GUARDS AND HANDRAILS 200
accordance with table 3.3. TO RAFTER END NAIL SIP WALLS 10 ALL OTHER STRUCTURAL MEMBERS L/240
3). Dimensions shall take precedent over scaled drawings. RIM BOARD EACH END
GUARD IN-FILL COMPONENTS 50 VEHICLE GARAGES(8301.5)PER 20 SQ.IN.2000lbs EXTERIOR WALLS(PLASTER,STUCCO) 1-1/360
PASSANGER VEHICLES 50
4 WALL ASSEMBLY TO FOUNDATION: 2-16d COMMON EXTERIOR WALLS(BRITTLE FINISHES) H/240
(DO NOT SCALE DRAWINGS). ) TO RAFTER END NAIL
First wall studs shall be connected to the foundation,sill plate,or bottom plate with uplift STAIRS 40NON-SLEEPING ROOMS 40 EXTERIOR WALLS(FLEXIBLE FINISHES)
X20 Joseph Fischetti� F. E .
4).The designer has not been engaged for construction supervision and assumes no connectors. Steel straps shall have a minimum embedment of 7 inches in concrete WALL FRAMING: SLEEPING ROOMS 30 LINTELS(SUPPORTING MASONY WALLS) L/600
responsibility for construction coordinating with these plans,nor responsibility for foundation and slab-on-grade, 15 inches In masonry block foundations,or lapped under NAIL NAIL
construction means, methods,techniques,sequences,or procedures,or for safety the plate and nailed in accordance with table 3.3b.When steel straps are lapped under the JOINT DESCRIPTION QTY SPACING NOTES ROOF GROUND SNOW LOAD 20
precautions and programs in connection with the work.There are no warranties for a bottom plate, 3 inch square washes shall be used with the anchor bolts.Anchor bolt EXPOSURE CATAGORY (DESIGNED FOR EXPOSURE C)
specific use expressed or implied in the use of these plans. spacing is to be spaced and sized in accordance to table 3.2a. In addition to spacing, TOP PLATE E 2-16d COMMONPER FACE NAIL PROFESSIONAL ENGINEER
anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all TOP PLATE FOOT SEE NOTE: LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION
comers. TOP PLATES AT JOINTS FACE (ROOF-FOUNDATION DETAIL PAGE&GENERAL NOTE PAGE
5). Refer to the Window and Door schedule for exterior openings. 4-16d COMMON
INTERSECTIONS EA. SIDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE
6).The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5).TYPE I EXTERIOR SHEARWALL CONNECTIONS: STUD TO 24" FACE
T 1 exterior shear walls with a minimum of 7/16 inch wood structural panel on the exterior 2-16d COMMON EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE
or exceeds manufacture's specifications and applicable codes. Type P STUD O.C. NAIL Sym.:
attached with 8d common nails at 6"o.c. at the panel edges and 12"o.c. in the field,and FIRE PROTECTION SMOKE ALARMS TO COMPLY WITH NFPA 72 AND NYS R314 NYS.
FACE O.C.7).The General Contractor is to consult with the owner for all built-in items 1/2 inch gypsum wallboard on the interior attached with Sd cooler nails at 7"o.c.at panel HEADER TO 16d COMMON 16" SMOKE&CO2 DETECTORS ® CARBON MONIXIDE ALARMS TO COMPLY WITH 8315 NYS.
such a5 bookcases,shelving, pantry,closets,trims,etc. edges and 10"o.c. in the field shall be in accordance with the length requirements specified HEADER ALONG EDGES NAIL
in table 3.15a-b. TOP OR BOTTOM 2-16d COMMONPER 2x4 STUD END TRUSS DESIGN N/A-STANDARD STICK FRAME CONSTRUCTION
8).Wind load requirements shall be taken into account during construction. PLATE TO STUD 3-16d COMMONPER 2x6 STUD NAIL ENERGY CALCULATIONS 2020 ENERGY CONSERVATION CONSTRUCTION CODE NYS 19 NYCRR PART 124
6).TYPE 11 EXTERIOR SHEARWALt CONNECTIONS:
FOUNDATION NOTES: Type 11 exterior shearwalls shall meet the requirements of table 3.15a-b times the appropriate FLOOR JOISTBOTTOM PLATE TO:BAND JOIST, 2-16d COMMO PER FACE NAIL CLIMATIC & GEOGRAPHIC DESIGN CRITERIA
,
length adjustment factors in table 3.16. END JOIST BLOCKING FOOT SEE NOTE: 1,2
1).The General Contractor and Mason to review plans,elevations,details and notes to GROUND WIND SEISMIC FROST WINTER ICESHIELD
determine intended heights of finished floor(s)above typical grade. SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT FLOOD O/723
7). INTERIOR SHEARWALL CONNECTIONS: FLOOR FRAMING: HAZARDS /
Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED
2).All footings to rest on undisturbed (virgin) soil. interior shearwalls are used.Sheathing and connections shall be in accordance with JOINT DESCRIPTION NAIL NAIL NOTES
2.4.4.2 and 2.2.4 respectively. QTY. SPACING 20 PSF 130 B SEVERE 3 FT. MODERATE SLIGHT TO 17 NONE -
3). Provide 1/2"expansion joint material between concrete slabs and abutting JOIST TO: PER TOE TO HEAVY MODERATE
concrete or mason walls occurin In exterior or unheated interior areas. SILL,TOP PLATE OR GIRDER 4-8d COMMON JOIST NAIL ROOF SHEATHING REQUIREMENTS FOR WIND LOADS:
masonry g 8).CONNECTIONS AROUND EXTERIOR WALL OPENINGS:
Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING EACH TOE
4).Any new concrete walls being attached to existing concrete structure shall with table 3.5.Window sill plates shall be have steel connectors in accordance with table TO JOIST 2-8d COMMON END NAIL SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES
be installed with#5 re-bar, 18"long at 12"o.c.. Use approved epoxy for installation. 3.5AT PANEL EDGES SUPPORTS IN THE PANEL FIELD
BLOCKING EACH TOE
5). Unless otherwise noted,all slabs on grade to be 3000 p.s.i..Concrete to be 2-8d COMMON 4' PERIMETER EDGE ZONE 8d COMMON 6"O. 8d COMMON 6"O.C. SEE NOTES: 1,3
9 CATHEDRAL CEILING ASSEMBLY: TO JOIST END NAIL @ @
poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing. Interior slabs ) BLOCKING TO: EACH TOE @ " @ SEE NOTES: 1 (BOTH FIELDS)
to be minimum 3-1/2 inch thick.All fill to be compacted to 95%relative density with Where a ridge is to be used as a structural beam,the rafters shall either be notched and 3 -16d COMMONINTERIOR ZONE 8d COMMON 6 O. 8d COMMON 12 O.C.
P NOTE:2 FOR PANEL FIELD
6"maximum lifts (layers). anchored on top of the beam or slope connectors shall be attached to each rafter-to-ridge SILL OR TOP PLATE BLOCK NAIL AS BUILT SHED
along the open ceiling part of the building.Connections to the ridge and wall shall be be LEDGER STRIP EACH FACE GABLE ENDWALL RAKE AND RAKE TRUSS 8d COMMON @ 4"O.C. 8d COMMON @ 4"O.C. SEE NOTES: 1,3
6).Crawl spaces to be provided with a minimum 18"x24"access opening. Install one attached with the above requirements. TO BEAM 3-16d COMMON JOtST NAIL
8x16 cast iron foundation vent for every 150 sq.ft.of area. NOTES
DECK AND COVERED PORCH NOTES: JOIST ON LEDGER 3 -8dCOMMON PER TOE
7). Dampproof exterior of foundation with bituminous coating as required by current TO BEAM JOIST NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY.
N.Y.S. Residential Construction Code.A 6-mil polyethylene film shall be applied over 1). Unless otherwise noted,all framing material to be#1 ACQ pressure treated lumber. BAND JOIST PER END 22260 Main Road
the below grade portion of exterior walls prior to backfilling. All fasteners,hangers and anchors to be galvinized or stainless steel. TO JOIST 3-16d COMMONJOIST NAIL 1). For roof sheathing within 4 feet of the perimeter edge of the roof, including 4 feet on each side of the roof peak,
8). Drainage as required by current N.Y.S. Residential Construction Code. 2).Girders for deck joists to be bolted to each post with washers and nuts. BAND JOIST TO:SILL OR TOP PLATE FOOT SEE NOTE:-16d COMMO PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used.: 1 Orient NY 11957
Girders on concrete piers shall be anchored with proper steel connectors anchored 2).Tabulated 12 inch o.c. nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49.
FRAMING NOTES into concrete with a minimum 1/2"dia x 7"long anchor bolt with washers and nuts. For framing members with <0.42<G<0.49,the nail spacing shall be reduced to 6 inches o.c.
1).All framing techniques and methods as prescriptive design of current SBC High Wind " " " NAIL NAIL
3). Posts supporting girders shall be anchored to a 12 x12 x12 thick concrete footing. JOINT DESCRIPTION Q.n, SPACING 3 .Tabulated 4 inch o.c. nails spacing assumes sheathing to rafter/ framing members with G>0.49. For
Edition Wood Framing Construction Manual. Use a minimum 1/2"dia x 8"long anchor bolt with washers and nuts. Footings Shall be 3 ft. ) P g g g
below rade. Porches with covered roofs shall have 12"dia.concrete piers for the girders. AS PER TABLE 3.8 framing members with 0.42<G<0.49,the nail spacing shall be reduced to 3 inches o.c.
2). Unless otherwise noted,all framing and structural wood material to be#2+BTR. g P g STRUCTURAL PANEL 8d WFCM-SBC WALL SHEATHING REQUIREMENTS FOR WIND LOADS:
Douglas Fir. 4). Deck joists to have blocking at 8'0 o.c.. CEILING SHEATHING
NAIL SPACING NAIL SPACING AT INTERMEDIATE
3). Floors,walls,ceilings and rafters to be spaced at 16 inches o.c.unless noted SHEATHING LOCATION NOTES
5).A minimum of 10 inch flashing shall be installed between the building and ledger. NAIL NAIL AT PANEL EDGES SUPPORTS IN THE PANEL FIELD
otherwise. Ledger to be fastened to building with 1/2"dia. bolts with washers and nuts JOINT DESCRIPTION QTY SPACING SEE NOTES: 1, 3 (BOTH FIELDS)
g g 4'EDGE ZONE 8d COMMON @ 6"O.C. 8d COMMON @ 12"O.C.
where needed. GYPSUM
4). Unless otherwise noted all bearing wall headers to be (2)2x10#2+BTR. Doug. Fir. 5d COOLERS 7" O.C. EDGE NOTE: 2 FOR PANEL FIELD PROJECT TEAM:
Bearingwall headers to have 2 jack studs and 2 full length studs on each side of all WALLBOARD 10"O.0. FIELD INTERIOR ZONE 8d COMMON @ 6"O. 8d COMMON @ 12"O.C. SEE NOTE:3
( )) ( ) � 6).Concrete piers shall be a minimum 6"above grade.
openings. LVL headers to have (3)jack studs and (2) full length studs on each side of WALL SHEATHING: NOTES
openings. Bearing wall window sills shall also have (2)window sill plates for 2x4 wall 7).All joists to be supported with hangers and anchors. Each Joist shall also be anchored
openings between 4'1 and 6'0 and 2x6 wall openings between 5'11 and 8'9. Provide fire to girder(s). JOINT DESCRIPTION NAIL NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY.
and blocking where applicable. QTY. SPACING
8).Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL 8d COMMON AS PER TABLE 3.9 1). For wall sheathing within 4 feet of the corners,the 4 foot edge zone attachment requirements shall Designer/Builder
5).All flush beams/headers to be installed with heavy duty galvinized hangers and PANELS WFCM-SBC
PP connecting joists. 7/16"OSB 3"O.C. EDGE
6d COPLUMBING NOTES be used.
anchors where applicable to all connectin
6). Double up floor joists under walls that run parallel to the floor joist and under bathtubMMO. 1).All water supply,drainage and venting to be installed as per N.Y.S. Residential PLYWOOD 6"O.C. FIELD 2).Tabulated 12 inch o.c.nail spacing assumes sheathing attached to stud framing members with
Floors to have ceramic tile installed shall be verified for proper load capacity unless noted Construction Code. GYPSUM 7" O.C. EDGE G>0.49. For framing members with 0.42<G<,the nail spacings shall be reduced to 6 inches o.c. RI GAS CO
WALLBOARD Sd COOLERS 10"O.0. FIELD
on plans. 3). For exterior panel siding,galvinized box nails shall be permitted to be substituted for common nails. 22260 main road orient ny 11957
7).Provide 2-1-3/4"thick microlams (height to match floor joists) around stairwell and/ r 2).Verify septic system with the Engineer for Suffolk County Health Department approval. FLOOR SHEATHING:
other access openings unless otherwise noted (typical). 6313238022
3). If wall studs,plates or joists are cut out during installation for any plumbing related work, NAIL NAIL
provide adequate bracing and plates to protect and secure the structure.Vers with the JOINT DESCRIPTION 1).PROVIDE 5/8"TYPE-X SHEE7ROCK FIRE STOPPING AT 100 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. C@rlgaSCo"Com
8). Dormers running up roof rafters are to be supported by double rafters on either side P q g P P Verify QTY. SPACING 2).USE SIMPSON HANGERS AND ANCHORS WITH 2-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ.
where applicable unless otherwise noted. state code and manufacture's recommendation for maximum hole size and spacing permitted. STRUCTURAL PANELS 6"O.C. EDGE EGRESS OPENINGS MIN.5.0 SQ GRADE FLOOR 3).INSTALL 1-Cot DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR
HVAC SYSTEM NOTES 8d coMMo " (5.7 SQ.FT.2ND.FLOOR)
1"OR LESS 12 O.C. FIELD MIN. SQ.F .2ND
9). Provide blocking/bridging in floor joists at 8'0 o.c.. Use solid blocking in floor joists NOTES: AFF NYS Residential Code R302.11-FIREBLOCKING REQUIRED
under all bearing walls. 1).Mechanical subcontractor is responsible for adhearing to all applicable codes and safety Fireblocking shall be provided to cut off all concealed draft openings(both vertical and horizontal)
requirements. I NOTE: and to form an effective fire barrier between stories,and between a top story and the roof space.
10). Provide insulation baffles at eave vents between rafters. Install draft blockingas Firebloddng shall be provided in wood-frame construction In the follows locations.
THESE NOTES ARE ONLY TO BE REFERRED TO IF CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY `�
Engineerneeded. 2). HVAC subcontractor is to fully coordinate all system data and requirements with the MENTIONED IN SCHEDULE NOTES ONLY. EXISTING CONDITIONS.MINIMUM 3000#CAPACITY. 1).In concealed spaces of stud walls and partitions,including furred spaces,at the ceiling and floor
equipment supplier. levels.Concealed horizontal furred spaces shall also be fireblocked at Intervals not exceedsng 10
11). Unless otherwise noted,all roofs and walls to have a minimum 1/2"thick,4-ply Fir 1).Nailing requirements are based on wall sheathing uueet.Batts le blankets of mineral or glass fiber shall be allowed as fireblodcing in walls constructed
CDX exterior sheathingrade plywood. Plywood to cover over plates and headers. SOIL COMPACTION: ng parallel rows of studs or staggered studs.
g P Y'W Yw P 3). HVAC subcontractor to provide final system layout drawing and submit it to the General nailed 6"on-center at the panel edge.If wall sheathing (�
Contractor and owner for final review and approval. is nailed 3"on-center at the panel edge to obtain higher 1).NEW FILL TO BE CLEAN OF ORGANIC MATERIAL CONTRACTOR 2).At all interconnections between concealed vertical and horizontal spaces such as occur at soffits. Joseph F i S C h ells P E
12).Unless otherwise noted use 3/4"thick T&G PTS Fir or Advantech plywood subfloor TO VERIFY EXISTING SOIL CONDITIONS PRIOR TO FILL drop ceilings and cove ceilings.
ELECTRICAL NOTES' shear capacities,nailing requirements for structural REMOVE AND ADD ADDITIONAL FILL AS NEEDED.
adhered with PL4o0 adhesive and screwed to floor joists. Finished floor to be installed members shall be doubled,or alternate connectors, 3).In concealed spaces between stair stringers at the top and bottom of the run.Enclosed spaces 1725 Hobart Rd Southold NY 11971
over subfloor as per manufacture's instructions. such as shear plates,shall be used to maintain load path. 2).COMPACTION OF NEW FILL SHALL BE AT LEAST 95%PROCTOR under stairs shall comply with current N.Y.S.Residential Code. s
1).All electrical to be installed as per N.Y.S. Residential Construction Code. P P DENSITY(PER ASTM D 698 AND ASTM D 1557). COMPACT THE 631 765 2954
13).All bathroom walls to have 1/2"thick moisture-resistant sheetrock.Garage walls and SOIL AT 12"LIFTS(TYPICAL).CONTRACTOR TO HAVE FILL 4).At openings around vents,pipes and ducts at ceiling and floor level,to resist the free
2).When wall sheathing is continuous over connected r'g P Pe g passage of
ceilings and over furnace to have 5/8"thick type-x sheetrock.All other parts of building 2).All electrical work shall be approved by a qualified Underwriter. TESTED BY A PROFFESSIONAL AGENCY FOR COMPACTION. Flame and products of combustion.
members,the tabulated number of nails shall be permitted 3).DO NOT BACKFILL UNTILL FIRST FLOOR DECK CONSTRUCTION, 5).For the firebloddng of chimneys and fireplaces,as required by current N.Y.S.Residential Code.
to have regular 1/2"sheetrock.All walls to be taped and finished. 3).All electrical work to comply with 2014 NEC. to be reduced tol -16d nail per foot. INCLUDING SUBFLOOR,IS COMPLETE.
14).All roof with a pitch less than 4:12 shall be installed with an Ice&Water barrier or
approved equal. Flat roofs shall be applied with a Fiberglas base sheet with an EPDM 4). Install Smoke detectors and Carbon Monoxide detectors throughout as per section R314
torch down type material over. and R315 of IRC.
16).All sill plates and wood in contact with concrete to be pressure treated.Sill plates to EXTERIOR FIBERGLASS COLUMNS TO BE HB&G
be installed with a foam sill gasket and cop-r-tex termite shield or approved equal. OR APPROVED EQUAL INSTALL WITH CAP
AND BASES.USE WITH FLASHING CAPS TO
COVER TOP
Scale as Noted
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