HomeMy WebLinkAbout42471-Z TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST
BUILDING DEPARTMENT Do you have...ed the following,before applying?
TOWN EL4,LL Roard.1711.9th
SOUTHOLD,NY 11971 4sets ofBuildmgPlans
___
TEL:(631)765-1802 Planning Board approval
FAX:(631)765-9502 Survey
Southoldtowurty.gov PERMIT NO. Check
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APPLICATION FO ING PERMIT
INSTRUCTIONS
This application MUST be completely filled in by typewriter or in ink and submitted m the Building Inspector with 4
sets of plans,accurate plot plan to scale.I=according to schedule.
b.Plot plan showing location of lot and of buildings on premises,rehaimuship to adjoining premises or public streets or
and waterways.
c.The work covered by this application may not be commenced before issuance of Building Permit
d.Upon approval of this application,the Building Inspector will issue a Building patient to the applicant.Such a permit
shall be kept on the premises available for inspection throughout the work.
e.
No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector
issues a Certificate of Occupancy.
E Every building permit shall expire if the work authorized has not commenced within 12 months after the date of
issuance or has not been completed within 18 months from such date.If an zoning amendments or other regulations affecting the
property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an
addition six months.Thereafter,a new permit shall be required,
APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursmant 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,or alterations or for removal or demolition as berem described.The
applicant agrees to comply with all applicable laws,ordinances,building code,homing code,and regulations,and to admit
authorized inspectors on premises and in building for necessary inspections.
(Signature of applicant or came,if corporation)
S- -7 /V, /I c 4 q-9 1 vj>�7/2
mm (Mailing address of applicant)
State whether applicant is owner,lessee,agent,architect,engineer,general contractor,electrician,plumber or builder
Name of owner ofpremises MAP-% RV5H 'TiDPa) SA41A' SAPAr4� 000
V
(As on the tax roll or latest deed)
If applicant is a corporation,signature of duly authorized officer
(Name and tide of co
orate officer)
Builders License No.
Plumbers License No.
Electricians License No.
Other Trade's License No.
1. Location offlan:5don7- whid pro47ed k ill b d
19 W w`
HouseNumberStreet Hamlet
County Tax Map No.1000 Section Block f Let
Subdivision Filed Map
2. State existing use and occupancy of prernocs d inland d use and occupancy of proposed construction:
a. Existing use and occupancy
b. Intended use and occupancy_L,k 6 "fi.. ..a �.� _.-�........_
�v A „�{r ,�l5�",l. I �..��
i
3. Nature of work(chec which oval_1pplicable):New Bid ldmgw ...-_ Addiklon V Aheration
RepDemolitionWork
_ Other —..--......_.
4. Estimated Cost 9S Dcid` (Descnpticn)
Fee
5. If dwellin number of dwellin units (Io be paid on filing this application)
g g Number of dwelling units on each floor
If garage,number of cars ------ --
6. If business,commercial or mixed occupancy,specify muse and extent of each type of use.
7. Dimensions of oxisting.stmetures,ifarty:Front Rcrr Depth
Height Number of Stories
Dimensions of same structure with alterations or additions:Front Rear
Depth Height Number of Stories
8. Dimensions of entire new construction:FronC Rear Depth
Height Number of Stories
9. Size oflot:Frone. Depth
10.Dateof'Purchase a 16 15f Name of Former Owner lJ rn:V� ,t3y) DIRr� 13GADp5..._
11.Zone or use district in which premises are situated
12.Does proposed construction violate any zoning law,ordinance or regulation?YES_NO"
13.Will lot be re-graded?YES..1//NO_Will excess fill be removed from premises?YES_NO r�
14.Names of0wnerof rmiises'Tobtj !;A'IE4- �.5-6"e,5{: Phonallo.�� T 7
P Adciness di 3
Name of Contract �r' 21 T '�honcNo 2,SFy�i'T�/
Name of Contract bv'I"lo ux. Jb�e,r�:. Address a`(77 tGrtlC PtaonoNo.. '" 1 5" ")..
15 a.Is this property within 100 feet of a tidal wetland or a freshwater wetland?*YES 101/
•IF YES,SOUTHOLD TOWN TRUSTEES&D.E.C.PERMITS MAY BE REQUIRED.
b.Is this property within 300 feet of a tidal wetland?•YESNO
•IF YES,D.E.C.PERMITS MAY BE REQUIRED. - _
16.Provide survey,to scale,with accurate foundation plan and distances to property lines.
17.If elevation at any point on property is at 10 feet or below,must provide topographical data on survey.
18.Are there any covenants and restrictions with respect to this property?•YES NO
•IF YES,PROVIDE A COPY.
STATE OF NEW YORK)
COUNTY OPS+
--.---.._....,. .._..... being duly sworn,deposes and says that(s)he is the applicant
{Name of individuaY srgnmg contract)abavc anicd, //j� /y ..
(S)He is thef� ---- IJ Z✓�B f
....�' CaniracC pent Corporate Officer,etc.)
of said owner or owners,and is duty authorized to perform or have performed the said work and to make and fife this application;
that all statements contained in this application are true to the best of his knowledge and belief,and that the work will be
Performed in the manner set forth in the application filed therewith.
Swn to before me this
da of C"
34-11-
Gt, �
Notary Public Signature of Applicant
F-rM No.6
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
TOWN HALL
765-1802
APPLICATION FOR CERTIFICATE,OF OCCUPANCY
This application must be filled in by typewriter or ink and submitted to the Building Departmentwith the following:
A. For new building ar new use:
1. Final survey ofpr€p,rty will,accttrate location of all buildings,property lines,streets,and unusual natural or
topographic features.
2- Final Approval from Health Dept.ofwater supply and Sewerage-disposal(S-9 form).
3. Approval o:f electrical installation from Board of Fire Underwriter
4. Sworn statement from plumber certifying that the solder used in system contains less than 2110 of I%lead-
s.
s. Commercial building m industrial building,multiple residences and similar buildings and installations,a certificate
of Code Compliance from architect or engineer responsible for the building.
6. Submit Planning Board Approval of completed site plan requirements.
B. For existing buildings(prior to Apr11'9,1957)non-conforming uses,
features, or buildings and"pre-eidsting•'land uses:
1 Accurate survey 02 property allowing all property lines,,streets,building and unusual natural or topographic
2. A properly completed application and eouscnt to inspect signed by the applicant.If a Certificate of Occupancy is
denied,the Building Inspector shall stats*the reasons therefor in writitrg to the applicant.
C. Fees
J. Certificate of occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwel ling$50.00,
.
Swimming pool$50.00,Accessory budding 550.00,Additions to accessory building$50.00,
2. Certificate of Occupancy on Pre-existing Building- $100.00 Businesses$5(}.00
3. Copy of Certifica't'e of occupancy-$.25
4. Updated,Certificate of Occupancy- g;;gt}.00
5. Temporary Certificate of Occupancy_Residential$15.00,Commercial$15.00
Date._ 2
New Construction: --——
—Old or pre existing Building� (check one
Location of Property: �r-2.) �7LJetG )
HouseS.ttrreeott
^Hamlet
Owner or Owners of property: �h15 j� 113tlri 54OU 5410941 �JO
Suffolk County Tax Map No 1000,Section Block _
Subdivision .`_.-
- Filed Map._— Lot:
Permit No. p� Date of Pemtit. —
_Applicant:/t0lJc%'rt� dJ�l✓8��s9
Health Dept.Approval: Underwriters Approval: -- — ——
Planning Board Approval: —
Request for: Temporary Certificate
Final Certificate: (check one)
Fee Submitted:$
Applicant Signature
%a
Scott A. Russell ' , STOR M MAT EIR,
SUPERVISOR MANAGEMENT
SODTHOLD TOWN HALL-P.O.Box 1179
s3atsMain aoaa-sot rHoLD,vewvoxx 11971 Town of Southold
CHAPTER 236 - STORMWA.TER MANAGEMENT WORK SHEET
(TO BE COMPLETED BY THE APPLICANT)
DOES THIS PROJECT INVOLVE ANY OF THE FOLLOWING-
Yo, No (CHECK VLL THAT.APPLY'
® A.Clearing,grubbing,grading or stripping of land which affects more
j than 5,000 square feet of ground surface.
❑( B. Excavation or filling involving more than 200 cubic yards of material
❑IEiwithin any parcel or any contiguous area.
C, Site preparation on slopes which exceed 10 feet vertical rise to
� 100 feet of horizontal distance.
D, Site preparation within 100 feet of wetlands,beach,bluff or coastal
erosion hazard area.
®ffE. Site preparation within the one-hundred-year floodplain as depicted
on FIRM Map of any watercourse.
❑QfF. Installation of new or resurfaced impervious surfaces of 1,000 square
feet or more,unless prior approval of a Stormwater Management
Control Plan was received by the Town and the proposal includes
in-kind replacement of impervious surfaces.
If you answered NO to all of the questions above,STOP! Completethe Applicant section below with your Name,
Signature,Contact Infatuation,Date&County Tax Map Nmnber! Chapter 236 does ran apply to your project.
If you answered YES to one or more of the above,please submit Two copies of a Stormwater Management Control Plan
and a completed Check List Form to the Buildiag Department witE—your Building Permit Application.
S.CT.M. IOQQ Opo-,,.
APPLICANT:IPr p-.- �nr.
0 rD gnPtto
�)rd— t Ag nt.Co t,ct ` 1000
NAME ._ t—'-AA V�2 Ji31 � L'7 1 349•.J �'1`�U
it � nF.. srioo Block Lot
l >7� i y p
11(A Ifl lBD[N� PJIG' RPtl II f�V�SR l f
— — — — — — Ret reit ed B}^
— — Date JA0
Property Addres,P Locafinn of(onslructltrrI Worl: _ _ _ _ _ _ _ _ _ _ _ _ _
Approved for processing Building Permit.
{%�'" C-•./I,, 4 / ? Stornmater Management Control Plan Not Required. 'l
StormwaterManagement Control Plan isRequired.
Worvtattl to Engineering Department for Ret tew.l
PORM `SMCP TOS M.1Y 2014
--- THE EXISTENCE OF RIGHTS OF WAY UNAUTHORIZED ALTERATION OR ADDITION
DRAWN MM CHECKED MM DATE A.2018 DRAWING @ JOB NO. 18-0020 AND/OR EASEMENTS OF RECORD IF TO THIS SURVEY IS A VIOLATION OF
ANY, NOT SHOWN ARE NOT SECTION 7209 OF THE NEW YORK STATE
GUARANTEED. EDUCATION LAW.
COPIES OF THIS SURVEY MAP NOT BEARING
THE LAND SURVEYOR'S INKED SEAL OR
Premises known as: EMBOSSED SEAL SHALL NOT BE CONSIDERED
TO BE A VALID TRUE COPY.
225 Pine Street, Mattituck
GUARANTEES INDICATED HEREON SHALL RUN
ONLY TO THE PERSON FOR WHOM THE SURVEY
IS PREPARED, AND ON HIS BEHALF TO THE
h .�$ c� X'• A TITLE COMPANY, GOVERNMENTAL AGENCY AND
�•y6• k• f� ger< �, t'V LENDING INSTITUTION LISTED HEREON, AND
TO THE ASSIGNEES OF THE LENDING INSTI—
tp'i- 0, > TUTION. GUARANTEES ARE NOT TRANSFERABLE.
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Survey of Described Property
oge°o ��('� situate at
�oC Mattituck
Q Town of Southold
t-� Michael W. Minto, L.S.P.C. Suffolk County, New York
LICENSED PROFESSIONAL LAND SURVEYOR
NEW YORK STATE LICENSE NUMBER 050871 District 1000 Section 141 Block 1 Lot 36.3
87 Woodview Lane Scale 11"= 30' Surveyed January 16, 2018
Certified to: Centereach, N.Y. 11720 GRAPHIC SCALE
SARANN MAPPE NOON, JOHN WESLEY SAUER AND MARY CECELIA BUSH PHONE/FAX. (631) 580-1202
20
ABSTRACTS INCORPORATED (W603058) CELLULAR: (631) 766-9714 3° o I as sI I
WESTCOR LAND TITLE INSURANCE COMPANY EMAIL: mikemintolspc®gmail.com
GUARANTEED RATE, INC. ITS SUCCESSORS AND/OR ASSIGNS, AS THEIR INTERESTS MAY APPEAR ( IN FEET )
1 inch = 30 ft.
Boulevard Planning, P.C.
Construction Consultants
GENERAL NOTESROOF BOARD NAILING SCHEDULE Wood Frame Construction Manual 516-877-2001
l N.T.S.
1995 SBC High Wind Edition TABLE 3.1
- AFTER TIE ��-�'�• -" � ' 3��.�
1. CONTRACTOR SHALL CHECK AND VERIFY ALL CONDITIONS TO THE SITE
PRIOR TO STARTING OF WORK AND HE SHALL FAMILIARIZE HIMSELF WITH STEEL BLOCKING 2 BAYS Joint Description Number of Nails Nail Spacing
THE INTENT OF THESE PLANS AND MAKE WORK AGREE WITH SAME.
BACK @ 4'-0" O.C. ROOF FRAMING ADDITION
2. CONTRACTOR OR OWNER SHALL OBTAIN A BUILDING PERMIT FROM THE 1. ALL STEEL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE - - Rafter to Top Plate Toe-nailed 3 - 8D per rafter
TOWN OR VILLAGE PRIOR TO STARTING WORK. (IF REQUIRED) "SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL - Ceiling Joist to Top Plate (Toe-nailed) 3 - 8D per joist
STEEL FOR BUILDINGS". STEEL SHALL CONFORM TO ASTM A-36 AND A-501 - ATTIC TO
3. CONTRACTOR SHALL OBTAIN ALL REQUIRED APPROVALS, PERMITS, TRAP TIE Ceiling Joist to Parrallel Rafter (Face-nailed) 4 - 16D each lap
CERTIFICATES OF OCCUPANCY, INSPECTION APPROVALS, ETC., FOR WORK CONCRETE AND MASONRY
LINK# 1 - ATTACHMENT 0 SHEATHING Ceiling Joist Laps over Partitions (Face-nailed) 4 - 16D each lap
PERFORMED FROM AGENCIES HAVING JURISDICTION THEREOF. - TO ROOF RAVING
4. ALL WORK SHALL CONFORM TO THE NEW YORK STATE UNIFORM FIRE 1. ALL FOOTINGS SHALL BEAR ON VIRGIN OR UNDISTURBED SOIL OF 2,000 PSF BLOCKING 2 BAYS Collar Tie to Rafter (Face-nailed) 4 - 16D per tie
BEARING CAPACITY. THE CONTRACTOR SHALL VERIFY THE LEVEL OF LINK 2 - C NNECTION OF RAFTER 225 Pine Street
PREVENTION AND BUILDING CODE AND ALL RULES AND REGULATIONS OF THE ACCEPTABLE BEARING STRATA IN THE FIELD. # & THE TOP OF WALL BACK @ 4'-0" O.C. Blocking to Rafter (Toe-nailed) 2 - 8D each end
TOWN OF SOUTHOLD. Rim Board to Rafter End-nailed
2. ALL CONCRETE WORK SHALL CONFORM TO THE REQUIREMENTS AND ( ) 2 - 16D each end Mattituck NY
5. IF IN THE COURSE OF CONSTRUCTION A CONDITION EXITS WHICH RECOMMENDATIONS OF ACT-301-84. "SPECIFICATIONS FOR STRUCTURAL LINK# 3 - CONNECTION OF TOP WALL FRAMING
DISAGREES WITH THAT AS INDICATED ON THESE PLANS, THE CONTRACTOR CONCRETE IN BUILDINGS" (fc=3,500 PSI), REINFORCING STEEL, IF ANY, SHALL ------------'LATE 0 STUD
SHALL STOP WORK AND NOTIFY THE ARCHITECT. SHOULD HE FAIL TO CONFORM TO ASTM A-615 GRADE 60. TOP PLATE
FOLLOW THIS PROCEDURE, AND CONTINUE WITH THE WORK, HE SHALL __ _ _ _ __ TOP OF PLATE SECOND FLOOR To Plate to To Plate Face-nailed 2 - 16D per foot
ASSUME ALL RESPONSIBILITY AND LIABILITY ARISING THEREFROM. 3. ALL MASONRY UNITS SHALL BE CLEANED OF ANY DIRT OR DUST PRIOR TO ELEVATION VARIES LINK# 4 - CONNECTION OFTRAP TIE Top Plates at Intersections Face-nailed 4 - 16D joints - each side
6. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS SUPERCEDE SCALED INSTALLATION TO ENSURE A SECURE AND PROPER BOND. SHEATHING TO HEA R
16D 24" o.c.
DIMENSIONS. ARCHITECT HAS NOT BEEN RETAINED FOR ON SITE LINK# 5 - CONNECTION F HEADER Stud to Stud (Face-nailed) 2 -
INSPECTIONS AND/OR OBSERVATIONS OF THE CONSTRUCTION, MECHANICAL TO ADJACENT EXTEf�l R WALL ILL BLOCKING 2 BAYS
Header to Header Face-nailed) 16D 6" o.c. along edge
7. DRAWINGS AND SPECIFICATIONS AS INSTRUMENTS OF SERVICE ARE AND 1. RADIATORS AND BASEBOARD CONVECTORS SHALL BE LOCATED BELOW WINDOWS BACK @ 4'-0" O.C. Top or Bottom Plate to Stud (End-nailed) 2 - 16D per 2x4 stud
SHALL REMAIN THE PROPERTY OF THE ARCHITECT WHETHER THE PROJECT WHERE POSSIBLE OR ADJACENT TO DOORS AND WINDOWS. SIZE OF
FOR WHICH THEY ARE MADE IS EXECUTED OR NOT. THEY ARE NOT TO BE CONVECTORS TO BE CALCULATED BY THE PLUMBING AND/OR HVAC 3 - 16D per 2x6 stud
USED ON ANY OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT EXCEPT CONTRACTOR. 4 - 1 per 2x8 stud
BY AGREEMENT IN WRITING AND WITH APPROPRIATE COMPENSATION TO THE
ARCHITECT. 2. FIRST AND SECOND FLOORS SHALL BE ZONED SEPARATELY. Bottom Plate to Floor joist,
8. OMISSIONS OR ERRORS CONTAINED IN THE DRAWING AND SPECIFICATIONS DO 3. HVAC DUCTS TO BE HIDDEN WITHIN WALLS AND CLOSETS WHEREVER POSSIBLE. FIRST FLOOR ,,---STUD TO FLOOR Bandjoist, Endjoist or Blocking (Face-nailed) 2 - 16D 1,2 per foot
NOT RELIEVE THE CONTRACTOR FROM COMPLIANCE WITH ALL APPLICABLE FINAL LOCATIONS SHALL BE APPROVED BY THE ARCHITECT AND/OR OWNER. LINK# 6 - CONNECT( N OF WALL CONNECTION FLOOR FRAMING
STATE AND LOCAL CODES. TO FLOOR FRAMING T T
9. ALL WORK SHALL BE PERFORMED IN A WOIRKMANLIKE MANNER AND THE SITE 4. EXPOSED DUCTS IN CRAWL SPACES OR ATTIC AREAS SHALL BE INSULATED. I I N DATE.
LINK 3 - CONNECTION OF TOP BLOCKING 2 BAYS Joist to Sill, To Plate or Girder Toe-nailed 4 - 8D per joist
SHALL BE CLEANED UP AT THE END OF EACH WORK DAY, CLEAR OF ANY FINISH SECOND FLOOR # _
HAZARDOUS CONDITIONS. N.Y.S. ENERGY CODE STATEMENT ELEVATION +8r-16 ___ _'----- � -�'LAfiE -Te BACK @ 4'-0" O.C. Brid in to Joist Toe-nailed) 2 - 8D each end
10. THE CONTRACTOR SHALL ENSURE THAT ALL REQUIRED INSPECTIONS ARE ----------- -------------------- Blocking to Joist (Toe-nailed) 2 - 8D each end
CALLED FOR IN A TIMELY MANNER. 1. THE ARCHITECT HAS EXAMINED THESE PLANS AND SPECIFICATIONS AND, TO LINK# 4 - CONNECTION 0
THE BEST OF HIS KNOWLEDGE, THEY COMPLY WITH THE REQUIREMENTS WITH SHEATHING 0 HEADER Gable End Wall Bracing Blocking to Sill or Top Plate (Toe-nailed) 3 - 16D each block
11. THE CONTRACTOR SHALL ENSURE THAT ALL TRADES COOPERATE TOGETHER THE NEW YORK STATE ENERGY CONSERVATION CODE.
TO SATISFY THE PROPER COMPLETION OF WORK OF EACH OF THE TRADES. HEC5,1 Ledger Strip to Beam (Face-nailed) 3 - 16D each joist
SHALL ADVISE THEM OF CONDITIONS NECESSARY FOR THE PROPER LINK 5 - CONNECTION F HEADERULU N.T.S.
INSTALLATION OF EACH TRADE. CARPENTRY # TO ADJACENT EXTEf� R WALL Joist on Ledger to Beam Toe-nailed) 3 - 8D per joist
1. ALL LUMBER SHALL BE NUMBER 2 DOUGLAS FIR OR 1,200 PSI HEM-FIR. Band Joist to Joist (End-nailed) 3 - 16D per joist
2. ALL JOISTS SHALL HAVE SOLID BRIDGING AT 8'-0" O.C. Band Joist to Sill or Top Plate (Toe-nailed) 2 - 16D per foot
3. ALL EXTERIOR AND BEARING WALLS SHALL HAVE "CATS" AT MIDPOINT. ALL ROOF SHEATHING
DOOR OPENINGS, ARCHES, AND WINDOWS SHALL HAVE "CATS" ON EACH SIDE, SIMPSON STRONG-TIE 1'-0"
WOOD FRAMING CS16 CONNECTOR MIN. Structural Panels 8D 6" edge/ 6" field
4. ALL PLATES AND SLEEPERS SHALL BE PRESSURE TREATED LUMBER. LINK# 6 - CONNECTION OF ALL Diagonal Board Sheathing
5. UNLESS OTHERWISE NOTED, ALL PLATES ARE TO BE SECURED TO THE
1. DESIGN LOADS: FIRST FLOOR - 40#/SF LIVE LOAD - 20#/SF DEAD LOAD - 60#/SF TOTAL TO FLOOR FR ING USE 22 - 10d x 1 1/2 1" x 6" or 1" x 8" 2 - 8D per support
ROOF - 15#/SF LIVE LOAD - 20#/SF DEAD LOAD - 35#/SF TOTAL FOUNDATION WITH " DIAMETER GALVANIZED "J" BOLTS @ 4'-0" O.C. GALVANIZED NAILS pp
SECOND FLOOR - 30#/SF LIVE LOAD - 20#/SF DEAD LOAD - 50#/SF TOTAL 6. ALL PLATES AND SLEEPERS OR ANY OTHER WOOD IN CONTACT WITH FINISH FIRST FLOOR_____ LINK 7 - CONNECTION F JOIST 1" x 10" or wider 3 - 8D per support
CEILING - 20#/SF LIVE LOAD - 20#/SF DEAD LOAD - 40#/SF TOTAL CONCRETE, CONCRETE BLOCK, MORTAR, SOIL, TERMITE SHIELDS, ETC. SHALL BE 10ELEVATI0_N_+0 O T TO PLATE =;
PRESSURE TREATED LUMBER. CEILING SHEATHING
2. DESIGN TIMBER STRESS - DOUGLAS FIR SOUTH, NO. 2 GRADE FB = 7. ALL PLATES SHALL SIT ON ALUMINUM TERMITE SHIELDS. GRADE -'L: Gypsum Wallboard 5D coolers 7" edge/ 10" field
825 PSI, E = 1,200,000 PSI. 8, ALL OPENINGS SHALL BE DOUBLE FRAMED, ALL AROUND. CLEAR
9. TREATED LUMBER SHALL BE SOUTHERN YELLOW PINE, PRESSURE TREATED, 40 LINK# 8 - CONNECTION OF WALL j' SPAN WALL SHEATHING
3. ALL HEADERS SHALL BE (2) 2"X6" @ 2"X4" WALLS & (3) 2"X6" WALLS TO FOUNDATION
@ 2"X6" WALLS UNLESS NOTED OTHERWISE. YEARS MINIMUM.
Structural Panels 8D 6" ed e 6" field
4. ALL HEADERS SHALL BEAR ON 4"X4" POST @ 2"X4" WALLS OR 4"X6'
10. ALL JOISTS ALIGNED WITH PARTITIONS ABOVE SHALL BE DOUBLED.
POST @ 2"X6" WALLS UNLESS NOTED OTHERWIISE. 11. UNLESS OTHERWISE NOTED, ALL OPENINGS SHALL HAVE MINIMUM 2-2X8 Fiberboard Panels
HEADERS WITH �" PLYWOOD PLATES, GLUED AND SPIKED BETWEEN THE 16" 6D 3" edge 6" field
7
5. ALL COMPONENTS SHALL BE ANCHORED AND CONTINUOUSLY MEMBERS. / /
CONNECTED FROM THE FOUNDATION TO THE ROOF TO PREVENT 12. ALL WOODEN HEADERS SHALL BEAR ON 4X4 POSTS, MINIMUM.
25/32" 8D 3" edge / 6" field
COLLAPSE OR PERMANENT LATERAL MOVEMENT UNDER WIND FORCES. 1'-O"
6. FASTENERS AND CONNECTORS TO FLOOR BEAMS AND BRACING 13. ALL FLITCH PLATE HEADERS SHALL BEAR ON 4X6 POSTS, MINIMUM. i MIN. Gypsum Wallboard 5D coolers 7" edge/ 10" field
SHOULD BE OF CORROSION RESISTANT MATERIALS AND SHOW NO FINISHES PROVIDE MINIMUM 1 Hardboard 8D 6" edge/ 6" field
EVIDENCE OF CORROSION OR DETERIOATION WHICH MIGHT REDUCE END DISTANCE
'k THE ABILITY OF THE STRUCTURE TO RESIST WIND EFFECTS. 1. UNLESS OTHERWISE NOTED, ALL MOLDINGS AND FINISH MATERIALS SHALL �L------------------- EQUAL NUMBER OF Particleboard Panels 8D 6" edge/ 6" field
7. ALL FASTENERS AND CONNECTORS INCLUDING NAILS, BOLTS, STEEL
MATCH EXISTING AS CLOSELY AS POSSIBLE AND SHALL BE APPROVED BY THE
OWNER. �------------------- SPECIFIED NAILS IN °° Diagonal Board Sheathing
WIND ANCHORS, AND TRUSS PLATES ARE TO DIE HOT DIPPED GALVANIZED.
IF IN CONTACT W/ AQC LUMBER ALL FASTENERS AND CONNECTORS SHALL 2, ALL SHEETROCK SHALL BE POWER-SCREWED IN PLACE. ALL SHEETROCK
1
BE STAINLESS STEEL OR DOUBLE GALVANIZED (COATING. JOISTS SHALL BE TAPED AND SPACKLED WITH THREE COATS OF JOINT x 6' or 1" x 8" 2 - 8D per support
COMPOUND, SANDED AND READY FOR PAINT. 1" x 10" or wider 3 - 8D per support
BLOCKING ON 2-FOOT CENTERS BETWEEN THE RAFTERS AT EACH
8. GABLE ROOFS SHALL BE STABILIZED BY INSTALLING 2x4 INCH 3. PLYWOOD SUB-FLOORS SHALL BE POWER-SCREWED DOWN TO JOISTS OR NOTE:
SLEEPERS.
STRAP TIES TO BE PLACED FLOOR SHEATHING
GABLE END FOR A DISTANCE OF 8 FEET TOWARD THE BUILDING 4. ALL TUBS AND SHOWER ENCLOSURES AND PLATFORMS SHALL BE COVERED AT 16" O.0 Structural Panels
INTERIOR FROM EACH GABLE END. 2 Critical Load Path
WITH "WONDERBOARD". ALL OTHER BATHROOM WALLS SHALL BE COVERED WITH
9. MAINTAIN 2" MINIMUM CLEARANCE BETWEEN ALL STRUCTURAL FRAMING1" or less 8D 6" ed e 12' field
WATER-RESISTANT (BLUE) SHEETROCK.
MEMBERS AND FIREPLACE OR CHIMNEY MASOINRY. 5. IN AREAS WHERE WALLS ARE REMOVED, FINISH FLOORS SHALL BE CS1 N.T.S. DRAWING IS DIAGRAMMATIC ONLY & IS NOT REFLECTIVE OF ACTUAL MEMBER SIZES r8-� Typ• trap Roo Wa Tie Detail greater than 1" 10D 6" edge / 6" field
10. ALL FLOOR JOISTS SHALL BE LATERALLY SUPPORTED BY BRIDGING OR "TOOTHED-IN" TO MATCH EXISTING FINISH FLOORS. OR TYPES. FOR THIS PARTICULAR PROJECT SEE FLOOR PLANS & SECTIONS.
BLOCKING @INTERVALS NOT EXCEEDING EIGHIT FEET. CS 1 Diagonal Board Sheathing
11. ALL RAFTERS SHALL BE ANCHORED TO FRAMED WALLS WITH "HURRICANE 6. UNLESS OTHERWISE NOTED, ALL CLOSETS SHALL HAVE A POLE HUNG AT 5'-6"
CLIPS" @ 16" ON CENTER. WITH A SHELF OVER THE POLE. 1" x 6" or 1" x 8" 2 - 8D _per support
CS20 x 18" MIN. ICE & WATER SHIELD TO BE
12. ALL "MICRO=LAM" LAMINATED VENEER LUMBER TO BE DOUGLAS FIR AS
7, ALL NEW WORK SHALL RECEIVE ALUMINUM GUTTERS AND LEADERS. 1" x 10" or wider 3 - 8 p ppD er support-
MANUFACTURED
u ort
MANUFACTURED BY TRUS JOIST CORP, OR EQUAL. SIZES AS INDICATED ON 8. UNLESS OTHERWISE NOTED, ALL NEW BATHROOMS SHALL HAVE A TOWEL BAR, 24" FROM EDGE OF ROOF
METDRIP
PLANS. MICRO-LAM INSTALLATIONS SHALL BE IN STRICT CONFORMANCE TWO SOAP DISHES, A TOOTHBRUSH HOLDER AND A TOILET PAPER HOLDER, . 2" TOP LAP 1. Nailing requirements are based on wall sheathing nailed 6" on-center at the panel edge. If wall sheathing is
WITH MANUFACTURERS SPECIFICATIONS AND RECOMMENDATIONS. MINIMUM. ED OVER 4" TOP LAP nailed 3" on-center oth the panel edge to obtain higher shear capacities, nailing requirements for structural
13. ALL METAL JOIST HANGERS AND OTHER METAL CONNECTORS REQUIRED 9. UNLESS OTHERWISE NOTED, ALL NEW POWDER ROOMS SHALL HAVE A TOWEL FET D UNDERLAYMENT 15 LB members shall be doubled, or alternate connectors, such as shear plates, shall be used to maintain the load
ASPHALT FELT
SHALL BE "SIMPSON STRONG-TIE CONNECTORS" OR EQUAL AND SHALL BE
BAR, SOAP DISH, TOOTHBRUSH HOLDER AND TOILET PAPER HOLDER, MINIMUM. ALONG RAKE 2. WfP wall sheathing is continuous over connected members, the tabulated number of nails shall be permitted to
CAPABLE OF HANDLING LOADS @ CONNECTION POINTS. INSTALLATIONS SHALL be reduced to 1 - 16D nail per foot.
BE IN STRICT CONFORMANCE WITH MANUFACTURERS SPECIFICATIONS. ELECTRICAL 1" WOOD
14. DOUBLE JOISTS UNDER ALL PARTITIONS PARALLEL TO SAME AND AROUND ° o DECK
ALL OPENINGS. 1. ALL ELECTRICAL WORK SHALL BE DONE AS PER GOVERNING LOCAL CODE. (VARIES) 11 Wind-Bourne Debris Protection John E. Stumpf, P.C.
15. PLYWOOD DECKING SHALL BE EXTERIOR GRADE PLYWOOD . 2. ELECTRICAL SMOKE AND CARBON MONOXIDE DETECTORS SHALL BE INSTALLED , . ... CS 1
AS PER NEW YORK STATE CODE REQUIREMENTS.
ASPHALT ROOFING 3. EXISTING ELECTRICAL SERVICE SHALL BE RELOCATED AS REQUIRED TO METAL •ARCHITECTS•ENGINEERS
FACILITATE NEW CONSTRUCTION. LOCATION SHALL BE APPROVED BY THE J .:<...A,° DRIP
1. ASPHALT SHINGLES SHALL HAVE SELF-SEAL STRIPS OR BE INTERLOCKING. ARCHITECT AND/OR OWNER. m NAILING -LAND SURVEYORS
2. FASTENERS FOR ASPHALT SHINGLES SHALL IBE GALVANIZED STEEL, STAINLESS STEEL, 4. ELECTRICAL SERVICE SHALL BE UPGRADED TO ACCOMODATE THE NEW °° 9" STARTER STRIP WIND-BORNE DEBRIS PROTECTION FASTENING SCHEDULE
OR COPPER ROOFING NAILS - MIN. 12 GAUGE SHANK WITH A MIN.3/8" DIA. HEAD.
CONSTRUCTION AND REPLACED WERE DEFICIENT °° LSU28 HANGERS OR COURSE OF FOR WOOD STRUCTURAL PANELS a,b,a,d 725 Franklin Ave.
3. ASPHALT STRIP SHINGLES SHALL HAVE A MINIMUM OF SIX FASTENERS PER SHINGLE. 5. ANY ALUMINUM WIRING ENCOUNTERED DURING CONSTRUCTION SHALL BESHINGLES INVERTED AS PER TABLE R301.2.1.2
REMOVED AND REPLACED WITH STANDARD BX OR ROMEX WIRING. �4Ridge strap/ teco START FIRST COURSE WITH FULL STRIP FASTENER SPACING Garden City, NY 11530
GLAZINGCS 1 IMPSON STRONG-TIE FASTENER PANEL SPAN 4 FOOT 6 FOOT
PLUMBING PER RAFTER INSTALLED UNDER PLYWOOD START THIRD COURSE START SECOND < PANEL SPAN < PANEL SPAN Telephone Fax
1. IDENTIFICATION. EXCEPT AS INDICATED IN SECTION R308.1.1 EACH WITH CEILING COLLAR TIES AT 32" O.C. WITH FULL STRIP COURSE WITH FULL TYPE < 4 FOOT < 6 FOOT < 8 FOOT
PANE OF GLAZING INSTALLED IN HAZARDOUS LOCATIONS AS DEFINED IN 1. EXISTING HOSE BIBS SHALL BE RELOCATED AS REQUIRED. CS20 x 18" MIN. WITH (7) 10D COMMON NAILS MINUS FIRST TAB STRIP MINUS 1/2 TAB 2 1d2)) 6 516'-g77-O400 516-746-8622
SECTION R308.4 SHALL BE PROVIDED WITH A MANUFACTURER'S OR INSTALLER'S 2, UNLESS OTHERWISE NOTED, ALL PLUMBING SHALL BE AMERICAN STANDARD OR WOOD SCREWS 16 12 9' 631-734-2011 516-538-4090
LABEL, DESIGNATING THE TYPE AND THICKNESS OF GLASS AND THE SAFTEY GLAZING KOHLER. 3 Hurricane Cli Detail NOTE:
STANDARD WITH WHICH IT COMPLIES, WHICH IS VISABLE IN THE FINAL 3. PLUMBING PERMIT TO BE FILED SEPARATELY BY THE CONTRACTORS PLUMBER. ALL ROOF SHINGLES SHALL HAVE A MINIMUM OF SIX FASTENERS PER SHINGLE. 'W
1/2 S
INSTALLATION. THE LABEL SHALL BE ACID ETCHED, SAND BLASTED, CSl SIMPSON STRONG-TIE - (H-2) FASTENERS SHALL BE MIN. 12 GAUGE SHANK GALVANIZED NAILS W/ MIN. 3/8" DIA. HEAD WOOD SCREWS 16" 16" 12" Internet: www.blvdplan.com
CERAMIC-FIRED, EMBOSSED MARK, OR SHALL BE OF A TYPE WHICH ONCE APPLIED
CANNOT BE REMOVED WITHOUT BEING DESTROYED. 4. COPPER PIPING SHALL BE USED FOR ALL WATER SUPPLY.
a: This table is based on 100 mph wind speeds and a 33-foot mean roof height.
9 Asphalt Roof Shingle Detail
EXCEPTION: TEMPERED SPANDREL GLASS MAY BE IDENTIFIED BY THEMANUFACTURER . b: Fasteners shall be installed at opposing ends of the wood structural panel.
c: Nails shall be 10d common or 12d box nails. THESE PLANS AND SPECIFCATIONS ARE INSTRUMENTS OF SERVICE
WITH REMOVABLE PAPER LABEL C S 1 d: Where screws are attached to masonry or masonry/stucco, they shall be attached utilizing vibration-resistant anchors AND ARE THE PROPERTY OF BOULEVARD PLANNING P.C.
having a minimum ultamite withdrowl capacity of 490 pounds. INFRINGEMENTS WILL BE PROSECUTED.
SHINGLE CAP
RIDGE VENT PROVIDE SOLID BRIDGING
20 GA. COIL STRAPPING @ 16" OC 1/2" SPACING ALLOWS o
BY " SIMPSON STRONG TIE" SIMPSON STRONG-TIE - (H-2.5) HOLDOWN INSTALLATIION
ENDWALL , ' R EID q hDATE: 2 - 28 -18
F1 4C, DATE:
C9 ��
HIP RAFTER • ' \�� � �� DR. BY. E.S.
EXHAUST AIR CORNER STUD CONNECTED
ASPHALT SHINGLES 1/2" PLY ROOF TO TRANSFER SHEAR
FELT PAPER SHEATHING (TYP.) 4C SCALE: AS NOTED
MTS12 I° HCP2 1.0 R FTER • •• 12 Desian Criteria o N k CHKD
bb ./7
.S.
° ° o • CS 1 AMERICAN FOREST AND PAPER ASSOCIATION (AF&PA) WOOD
FRAME CONSTRUCTION MANUAL FOR ONE- AND TWO-FAMILY
N HOEDOWN . • 2-16d COMMON NAILS @6" DWELLINGS (WFCM) 1995 HIGH WIND EDITION
SIMPSON.. LTT 1 31 O.C. CLIMATIC AND GEOGRAPHIC DESIGN
L.V.L RIDGE CRITERIA
W/ LSU26 HANGERS orWIND SUBJECT TO DAMAGE FROM
LOOD
2-2"x TOP PLATE �/ LSU28 HANGERS ai➢EWA� �tid q ICE SHIELD HAZARDS
�v
<< SNOW DESIGN FROST LINE DESIGN MENT OUTSIDE
1 H1 Rafter Connection Simpson Strong-Tie LOAD SPEED(mph) CATEGORY WEATHERING DEPTH TERMITE DECAY TEMP REQUIRED 500 YR
P 5 Ridge Vent W/ Strap Detail 6 p �oTypical Corner Stud Holdown Detail 45 PSF 110 MPH B SEVERE 3 FT MODERATEHEAW SLIGHTNODERATE 11 REQUIRED FLOODPLAIN PROJECT NUMBER SHEET NUMBER
CS1
CS 1 SIMPSON STRONG-TIE- LSU26 HANGERS CS 1 At Cantilever SIMPSON STRONG-TIE - (H-2.5) CS 1
1806C- 1
Boulevard Planning, P.C.
Construction Consultants
516-877-2001
RIDGE STRAPPING
ADDITION
TO
WIN DOW S 1 LL PLATE GENERAL WIND PROTECTION CONNECTION NOTES HOLDDOWN ANCHORS RAFTER TO WALL RAFTER TO WALL 225 Pine Street
RAKE OVERHANG REQUIRED FOR CONNECTIO / ONNECTION ASSEMBLY FOR ALL CONNECTIONS AND TECHNIQUES TO BE IN ACCORDANCE WITH THE Mattituck, NY
OUTLOOK CONNECTIONS TYPE I � II SHEAR _ FOLLOWING MANUALS.
CONNECTIONS HEADER SPAN UPLIFT Ibs WALLS A) 1995 SBC HIGH WIND EDITION WOOD FRAME CONSTRUCTION.
(6" PANEL EDGE B) 55TD 10-99 STANDARD FOR HURRICANE RESISTANT RESIDENTIAL CONSTRUCTION.
C) ASCE 7-02 (REVISED FROM 7-98) MINIMUM DESIGN LOADS FOR BUILDINGS AND
RAFTER UPLIFT 2' 254 NAILING) OTHER STRUCTURES
SPAN LBS 4' 504 j
1 2 O.C. 361WALL OLDOWN CAPACI
6' 762
HEIGHT L55 1
16" O.C. 481 81 10168 3375 THE GENERAL CONTRACTOR AND FRAMER SHALL REFER TO ABOVE MANUALS FOR WIND
PROTECTION FOR PROPER INSTALLATION ALL OTHER CONSTRUCTION SHALL BE IN
10, 1 270 9' 3800 1 1 ACCORDANCE WITH NEW YORK STATE RESIDENTIAL CONSTRUCTION CODE.
12 1524 10, 4225 WALL TO WALL HOLDDOWN5 WHERE REQUIi�E I WALL TO WALL
14 1 778 CONNECTIO ! -CONNECTION REVISIONS: DATE:
i I I,I
16' 2032 ' 1 ) RIDGE TO RAFTER ASSEMBLY.
- - 1 - 1/4" x 20 GAUGE METAL STRAP SHALL BE ATTACHED TO EACH PAIR OF RAFTERS.
WHEN A COLLAR TIE IS USED IN LIEU OF A RIDGE STRAP THE NUMBER OF I Od
COMMON NAILS REQUIRED IN EACH END OF THE COLLAR TIE IS NOT TO EXCEED
THE TABULATED NUMBER OF 8d IN THE STEEL STRAP.
i '
2) RAFTER TO WALL ASSEMBLY.
UPLI ET CONNECTIONS EOR RAFTER TO WALL, WALL LATERAL FRAMING AND SHEAR CONNECTIONS FOR RAFTER, CEILING, JOISTS OR
TRUSS TO TOP PLATE SHALL BE IN ACCORDANCE TO CHART INCLUDED.
TO WALL, AND WALL TO FOUNDATION USE 4-8d COMMON NAILS PER RAFTER AND/OR CEILING JOIST TO TOP PLATE
CONNECTION CAPACITYMIN. 8d NAILS NOTES CONNECTION AT WALL HEIGHTS UP TO I O' AND AT RAFTER/CEILING J0I5T5
ROOF SPAN L135 REQUIRED SPACING @ I G" O.C. FOR AN ALTERNATIVE FOR LATERAL AND SHEAR CONNECTION
12' 427 4 HOLDDOWN5 WHERE REQUIRED 1 WHEN RAFTER OR TRUSS DO NOT FALL IN LINE WITH STUDS BELOW, RAFTERS OR
WALL TO FOUNDATIO ALL TO FOUNDATION TRUSSES SHALL BE ATTACHED TO THE WALL STUD WITH UPLIFT CONNECTIONS.
16' 526 5 CONNECTIO ONNECTION
20' 626 5 iN - 3) WALL ASSEMBLY TO WALL ASSEMBLY.
'z24 726 6 - WALL STUDS ABOVE AND STUDS BELOW SHALL BE ATTACHED WITH UPLIFT
CONNECTORS.
28' 826 7 GIRDER 5TRAPPIN WHEN WALL STUDS ABOVE DO NOT FALL IN LINE WITH STUDS BELOW, THE STUDS
32' 927 8 SHALL BE ATTACHED TO A COMMON MEMBER IN THE FLOOR ASSEMBLY WITH UPLIFT
36' 770 7 12" O.C.
CONNECTIONS.
TYPICAL WIND LOAD PATH 4) WALL ASSEMBLY TO FOUNDATION.
FIRST FLOOR WALL STUDS SHALL BE CONNECTED TO THE FOUNDATION, SILL PLATE, OR
SCALE: N.T.S. BOTTOM PLATE WITH UPLIFT CONNECTORS. STEEL STRAPS SHALL HAVE A MINIMUM
EMBEDMENT OF 7 INCHES IN CONCRETE FOUNDATIONS AND SLAB-ON-GRADE, 15
RIDGE STRAPPING HEADED GIRDER CONNECTIONS INCHES IN
MASONRY BLOCK FOUNDATIONS, OR BE LAPPED UNDER THE PLATE AND NAILED IN
FOR I G" O . C . RAFTER5 ROOF HEADER UPLIFT LATERAL ACCORDANCE WITH TABLE 3.3B OF SBC 1995 HIGH WIND EDITION WOOD FRAME
SPAN SPAN LB5 LB5 CONSTRUCTION MANUAL. WHEN THE STEEL STRAP IS LAPPED UNDER THE BOTTOM PLATE
ROOF ROOF CONNECTION CAPACITY 3" SQUARE WASHERS SHALL BE USED IN THE ANCHOR BOLTS AND THE ANCHOR BOLT
PITCH SPAN 1_135 2' 469 254 HEADER 5TRAPPIN SPACING SHALL NOT EXCEED 72" O.C. FOR BUILDINGS WITH A CRAWL SPACE OR
12' 644 4' 939 504 BASEMENT. BUILDINGS WITH A SLAB-ON-GRADE SHALL HAVE ANCHOR BOLTS AT A
3: 1 2 16' 85(5 6' 1408 762 SILL CONNECTOR MAXIMUM OF 32" O.C. STEEL STRAPS EMBEDDED IN OR IN CONTACT WITH
SLAB-ON-GRADE
20' 1073 20' 8 1878 1016 OR MASONRY BLOCK FOUNDATIONS SHALL BE HOT DIPPED GALVINIZED COATED.
24' 1 287 10' 2347 1 270 HOLDDOWN ANCHOR LDDOWN ANCHORS
12' 508 12' 2817 1524 j 5) HOLDDOWN5.
16' 678 14' 3286 1778 !I HOLDDOWN SHALL BE PROVIDED AS SPECIFIED IN THE SHEAR WALL REQUIREMENTS OF
TABLES 3.5A-15 FOR WALL TYPE I OR TABLE 3. 1 6 FOR WALL TYPE II SELECTED IN John E. Stumpf, P.C.
20' 847 1 6' 3756 2032 W Y ACCORDANCE WITH 3.4.4.2 FROM THE SBC 1995 HIGH WIND EDITION WOOD FRAME
4: 12 2' 620 254 -ARCHITECTS-ENGINEERS-
24' 1017 CONSTRUCTION MANUAL. A CONTINUOUS LOAD PATH FROM THE HOLDDOWN TO THE
28' 1186 4' 1239 504 FOUNDATION SHALL BE MAINTAINED. WHERE A HOLDDOWN RESISTS THE OVERTURNING -LAND SURVEYORS-
LOAD FROM THE STORY OR STORIES ABOVE, THE HOLDDOWN SHALL BE SIZED FOR THE
32' 1357 6' 1859 762 725 Franklin Ave.
TYPICAL SHEAR WALL ASSEMBLY REQUIRED HOLDDOWN CAPACITY TENSION CAPACITY AT ITS LEVEL. PLUS THE REQUIRED Garden Cit NY 11530
121 35281 2475 IOIG HOLDDOWN TENSION CAPACITY OF THE STORY OR STORIES ABOVE. y'
28'
16' 523 10' 3098 1270 SCALE: N.-.S.
Telephone Fax
12' 3718 1524 6) CONNECTIONS AROUND WALL OPENINGS. 516-877-0400 516-746-8622
20' 653 HEADER AND/OR GIRDER CONNECTION SHALL BE ATTACHED WITH UPLIFT CONNECTIONS. 631-734-2011 516-538-4090
5: 1 2 24' 783 14' 4338 1778 MIN . NAIL S PAC I N G FOR WALL 5 H EATH I N G
28' 91 5 16' 4958 2032 7) WINDOW SILL PLATES.
Internet: www.blvdplan.com
32' 1045 2' 770 254NAIL SPACING AT NAIL SPACING AT INTERMEDIATE WINDOW SILL PLATES ALSO SHALL HAVE STEEL CONNECTIONS.
LO I PANEL EDGE5 5UPPORT5 IN THE PANEL FIELD 2x4 WALL SILL PLATE (FLAT), I -PLY FOR OPENING UP TO 4'- 1 " AND 2-PLY FOR
36' 1 1 76 4' 1 540 504 , „ THESE PLANS AND SPECIFCATIONS ARE INSTRUMENTS OF SERVICE
4' EDGE ZONE 6" O.C. 1 2" O.C. OPENING UP TO 6-0 AND ARE THE PROPERTY OF BOULEVARD PLANNING P.C.
12' 351 6' 2310 762 2x6 WALL SILL PLAT (FLAT), I -PLY FOR OPENINGS UP TO 5'- 1 1 " AND 2-PLY FOR INFRINGEMENTS WILL BE PROSECUTED.
16' 4683 6' (5' 3081 1 01 6 INTERIOR ZONE 6" O.C. 12" O.C. OPENING UP TO 8'-9"
20' 585 10' 3851 1270
8) CATHEDRAL CEILINGS.
6: 12 24' 702 1 2' 462 1 1 524 �,° E,sr� ij. DATE: 2 - 28 -18
WHERE RIDGE 15 TO BE USED AS A STRUCTURAL BEAM, THE RAFTERS SHALL BE ' �
28' 819 14' 5391 1778 NOTCHED AND ANCHORED ON TOP OF THE BEAM OR SLOPE CONNECTORS SHALL BE DR. BY: E.S.
16' 6 16 I 2032 Al-
CONNECTIONS
TO EACH RAFTER TO RIDGE ALONG THE OPEN CEILING PART OF THE BUILDING. _l
32' 936
CONNECTIONS TO THE RIDGE AND WALL SHALL BE THE SAME AS ABOVE REQUIREMENTS. M $ k � SCALE: AS NOTED
36' 1053 MIN . NAIL SPACING FOR ROOF SHEATHING W/ '� °
12' 326 ROOF. RAFTERS @ I G�� O . C . 9) A MINIMUM OR THREE (3) STUDS SHALL BE PROVIDED AT EACH CORNER IN AN CHKD: J.S.
16' 435 EXTERIOR
20' 544 NAIL SPACING AT NAIL SPACING AT INTERMEDIATE HEADER UNLESS OTHERWISE NOTED.
WALL. USE TWO (2) JACK STUDS ON EACH 51DE OF ALL WALL OPENINGS REQUIRING A
LOCATION PANEL EDGES SUPPORTS IN THE PANEL FIELD
7: 12 24' 652
_ USE TWO (2) FULL LENGTH STUDS ON EACH 51DE FOR OPENINGS UP TO G'-0" AND
28' 76 I 4' PERIMETER EDGE ZON 6" O.C. 6" O.C. THREE (3) FOR LARGER OPENINGS UNLE55 OTHERWISE NOTED.
12: 12,
32' 870 INTERIOR ZONE 6" O.C. 1211 O.C.
36' 979
GABLE END WALL 4" O.C. 4" O.C.
PROJECT NUMBER SHEET NUMBER
RAKE * RAKE TRU55
1806C-2
Boulevard Planning, P.C.
Construction Consultants
516-877-2001
S
Sgo
.� ADDITION
TO
1-11 41-5
TAX LOT 3G.4 SITE AND ZONING DATA 225 Pine Street
ADDRESS: DISTRICT: TOWN OF SOUTHOLD 255 PINE STREET,MATnTUCK,NY 11952
ZONING DESIGNATION: R-40 Mattituck NY
/`,/I/• SITE COMPUTATIONS
LOT SIZE 24,998.00 SOFT.
EX.HOUSE 1,799.00 SOFT.
A�� PROPOSED EXTENSION 303.3 SOFT.
ROOF LINE 9L'�i<. LOT COVERAGE NEW PORTICO N/A
NEW GARAGE N/A
TOTAL 2,102.3 SOFT.
T COVERAGE 2,1023 SQ.FT./24,9980 SOFT.-8.4%
OVERHANG MAX LOT COVERAGE(280 Attach.3)1202 THE AREA OF THE LOT (.2 (24,998.0 SF)=4,999.6 SF.
\ ( ` ZONING REQUIREMENTS FOR R-40 REQUIREMENTS EXISTING CONDITIONS PROPOSED CONDITIONS REMARKS
\\�( 3 2� O^ ^QY ` MIN.LOT AREA AREA PER DWEWNC UNIT N N/A. N/A. N/A.
CROSS AREA 40,0,0 00 SF. 24,998.0 SF. 24,998.0 SF. EX.NON—COMPLY
2
06 V MIN.LOT WDTH 150 FT. 158.66 FT. 158.66 FT. COMPLY
\\ `y\ O FRONT YARD SETBACK(280 Attach.3 50 FT, 40.8 FT, 40.8 FT. EX.NON—COMPLY
O REAR YARD SETBACK 280 Atto6.3 50 FT. 9535 FT. 95 75 FT. COMPLY
0 p(� r- J O (Y) `�'O NUMBER OF SIDE YARDS 280 Attach.3 2 2 2 COMPLY
MIN SIDE YARDS MIN 2 11DTH OF 1ST YARD 15 FT. 38.1 FT. 38.1 FT. COMPLY
MIN.WIDTH OF YARDS20 FT. 54.33'FT. 4025 FT. COMPLY
GROSS LOT COV.(280 Attach,3) 20% 7.10% 8.4% COMPLY
MAXIMUM HE1f,HT 35 FT. 29 FT 29 FT. COMPLY
MAXIMUM NUMBER OF STORIES 2-1 2 2-1 2 2-1 2 COMPLY
FRAM STORY �� 20 �Q�PP� Oa G�,�� bac REVISIONS: DATE:
OZ l � RESIDENCE
EXPAND ASPHALT 370
5� DRIVEWAY AND
\ 0 ��'� REPLACE WOOD O'
\ O
� O
0 +`+(+ 2 CURB ,
0 \ / 2� NEW WOOD
LANDING/STEPS
G E( ONE STORY WOOD
\p� - G���� FRAME ADDITION
4D 00 (303.3 SF)
NEW
1-1 EXTEND BASEMENT LAND NOODEPS
06� ENTRANCE STAIRS
5
�• ` ^P 00\'t o
370 ��3
0.1 � uP
TAX LOT 37.2 .
v�
EXIST.
P " BATH, EXIST.
QEXIST. LAUNDRY
�O DOOR
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IQ QI QI I
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Im CDLU
ml
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Lu
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Proposed Site Plan I N I I 77 FRAME AND INSULATE _
rn EXISTING GARAGE DOOR
zN I z I _ — — � iN — _ — EXISTING RIDGE BEAM X
-J n • I SCALE: 1 /16"= I N i i D X �_________________________ N John E. Stumpf, P.C.
o I
z II o N ° I' BY 4" WINDOW z •ARCHITECTS•ENGINEERS-
NEW 2K6 C.J. I m2 I r -LAND SURVEYORS -
TYPICAL ROOF CONSTRUCTION
JOIST @ II 6"0.7' IN=
� 4 LALLY COLUMN
- NEW ASPHALT SHINGLE ROOF I 725 Franklin Ave.
151b FELT UNDERLAYMENT I I I z I LINE OF EXISTItJG EXTERIOR WALL �- 4" LALLY COLUMN Garden City, NY 11530
36 WIDE STARTER STRIP OF WEATHERWATCH 6X6 WOOD COLUMN
® -
19" WIDE FELT PARALLEL TO EAVES I --— — — — — — — —
Boulevard Planning, P.C.
Construction Consultants
516-877-2001
------------------ — RIDGE
--------
ADDITION
REScheck Software Version 4.6.5
Compliance Certificate TO
CONNECT PROPOSED RIDGE TO EXISTING RIDGE
Project
Energy Code: 2015)ECC TYPICAL ROOF CONSTRUCTION
Location: Mattituck,New York -NEW ASPHALT SHINGLE ROOF 225 Pine Street
Construction Type: Single-family - 151b FELT UNDERLAYMENT
Project Type: Addition 30"WIDE STARTER STRIP OF WEATHERWATCH
Climate Zone: 4 (5331 HDD) 19"WIDE FELT PARALLEL HE EAVES Mattituck NY
Permit Date: -3/4"CDX PLYWOOD SHEATHING
Permit Number: 2"X 12 RR's @ I G"O.C.
Construction Site: Owner/Agent: Designer/Contractor: -2X 10 CJ's @ 16"O.C.
-2X4 COLLAR TIES @ 24"O.C.
1/2"5HEETROCK
R-38 BATT IN5UL
Compliance, 36.4%Better Than Code Maximum UA: 66 Your UA; 42 Maximum SHGC: 0.40 Your SHGC: 0.40
The%Better or Worse Than Code Index reflects no,close to compliance the house h based on Code trade-Off rules.
it DOrS NOT provide an estimate or energy use or cost relative to a minimum-code home.
I
I
Envelope Assemblies
' I
14,
Second Floor
- --------------- -
II 111111 11111
-
�w
Wall 1:Wood Frame.16"o.c. 425 13.0 13.0 0.038 14 ------------------------------ � - - - - - - -------------------------------
Window 1:Wood Frame:Double Pane with Low-E 36 0.300 11 .] LLLLL #A#I>SHGC:0.40 ---------- ----------- ------- 1
Door 1:Solid 30 0.250 8 8Rr-
1I 1 W VI S I ON S: DATE:
Floor 1:All-Wood)oist/Truss:Over Unconditioned Space 281 30.0 30.0 0.016 4
Ceiling 1:Cathedral Ceiling 281 30.0 30.0 0.017 5 p
RAILING
Compliance Statement:The proposed building design described here Is consistent with the building plans,specifications,and other
calculations submitted with the permit application.The proposed building has been designed to meet the 2015 IECC requirements in
REScheck Version 4.6.5 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist.
Name-Title Signature Date
E• T(f, ��\ \ First Floor 1
----------------------- —----- ------------- -�i
v v Grade
S� 410 31` i Q PROPOSED FOUNDATION--►
• 02 6 �� �\/ n I EXISTING FOUNDATION
OFN /�//�//
Project Title: Report date: 02R8/18�'"
Data filename:Untitled.rck Pagel of 9 12-Gu
PROVIDE 24"LONG#4
REBARS @ 12"O.C. -■ EXISTING FOUNDATION —=
VERTICALLY(TYP.)
Exterior Entrance Section
SCALE: 1/4"=1 '-0" Proposed Front ElevationI L______________________________________�
SCALE: 3/16"=1'-0"
RIDGE
------------------------------------------------------------ ----------------------29-.
I
I
' I I
I
I i I I
II I I I
I I I
11 i i I
II I I
John E. Stumpf, P.C.
II
I TYPICAL WALL CONSTRUCTION
NEW VINYL CLAD ALUM SIDING W/
BUILDING PAP
!
I 5#B ER OVER I" •ARCHITECTS-ENGINEERS-
POLYSTYRENE INSUL. BD ON 4"EXTERIOR
GRADE PLYWOOD 5H EATING ON 2"XG" •LA Y
ND SURVEYORS
REBARS @ 12" O.C. STUDS @ I E"
"
PROVIDE 24LONG #4
VERTICALLY(TYP.) -(2) 2"xG"TOP PLATE 725 Franklin Ave.
REBARS @ 12° O.C. II I I I -2"X6"ACQ SOLE PLATE
VERTICALLY (TYP.) - IR-1 1 3 6 W/6"GYP. ON INTERIORGarden City, NY 11530
BATT INSUL, BETWEEN STUDS..
I I I I I 12 12 '
I
Telephone Fax
EXISTING 8" DWELLING FOUNDATION I I Second Floor 516-877-0400 516-746-8622
------------- ----------------------- - - ---- ------------------- -- ----------------------------
WITH SPREAD FOOTING I I ------- ------ - I I'- 631-734-2011 516-538-4090
1 - - ' _12�
- Internet: viww.blvdplan.com
1 — 4" CONCRETE SLAB
0 GRADE
W/6x6-W l .4xW I .4-WWF I W/#4 VERT.
I 6" ON NEW 8" FDN. WALLPH
THESE PLANS AND SPECIFICATIONS ARE INSTRUMENTS OF SERVICE
I ° 1 II
OVER 4" CRUSHED I G"x 12" CONT. FTG. ARE
PLANNING P.C.
STONE OVER G MIL I I REINF. W/(3)#4 LWB #4 INFRINGEMENTS WILL BE PROSECUTE
2"1 81l 12111 MOR 8'ARRIE I @ 24" SWB. (TWP.)
DEEP
]= I I ---- - ----------------------------------------------- ---------- First Floor
II Ah
D
D p. v D I'- I I' �;� ' DATE: 2 - 28 -18
1 I I ----- - - - - y- -------- --------------- ---------Grade
I ° a a 1 1 c o 8 D o o v D o, it ,� i DR. BY: E.S.
1 p D P�OPQSED FOUNDATION--6— Qit } .k4.
�j. N°
e 021 �Q
SCALE: AS NOTED
— — — — — — — — — — —
EXISTING FOUNDATION - OF N
J I I CHKD: J.S.
HOLD DOWN (TYP.
f� NEW I'-G" WXI'-O"H I EXTERIOR STAIRWELL
EA. CORNER) CRAWL SPACE VENT I ACCESS
t�o11401 1 L-----------------------------------
P -oposed-Fonndap
SCALE: 1/4"=V-0"'-0" -
Proposed Left Elevation
SCALE: 3/16"=1'-0"
PROJECT NUMBER SHEET NUMBER
1806All