HomeMy WebLinkAbout42735-Z cuffOj,�� Town of Southold 6/27/2018
G
P.O.Box 1179
0
53095 Main Rd
Southold,New York 11971
CERTIFICATE OF OCCUPANCY
No: 39736 Date: 6/27/2018
THIS CERTIFIES that the building ACCESSORY GARAGE
Location of Property: 615 East Rd., Cutchogue
SCTM#: 473889 Sec/Block/Lot: 110.-6-12
Subdivision: Filed Map No. Lot No.
conforms substantially to the Application for Building Permit heretofore filed in this office dated
5/30/2018 pursuant to which Building Permit No. 42735 dated 5/30/2018
was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for
which this certificate is issued is:
ACCESSORY GARAGE AS APPLIED FOR
The certificate is issued to Grathwohl,Laura
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL
ELECTRICAL CERTIFICATE NO. 40800 12-14-2016
PLUMBERS CERTIFICATION DATED ^
Auto ' e Signature
o�S�Ffnc��vTOWN OF SOUTHOLD
BUILDING DEPARTMENT
yz TOWN CLERK'S OFFICE
oy . 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#: 42735 Date: 5/30/2018
Permission is hereby granted to:
Grathwohl, Laura
615 East Rd
Cutchogue, NY 11935
C
To: Construct accessory garage as applied for. Replaces BP#40800 1
At premises located at:
615 East Rd., Cutchogue
SCTM # 473889
Sec/Block/Lot# 110.-6-12
Pursuant to application dated 5/30/2018 and approved by the Building Inspector.
To expire on 11/29/2019.
Fees:
PERMIT RENEWAL $165.20
Total: $165.20
BuAingnspector
o�SUFwc,r�, TOWN OF SOUTHOLD
BUILDING DEPARTMENT
TOWN CLERK'S OFFICE
co
of • 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#: 40800 Date: 6/27/2016
Permission is hereby granted to:
Grathwohl, Laura
615 East Rd
Cutchogue, NY 11935
To: construct accessory garage as applied for.
At premises located at:
615 East Rd, Cutchogue
SCTM # 473889
Sec/Block/Lot# 110.-6-12
Pursuant to application dated 6/21/2016 and approved by the Building Inspector.
To expire on 12/27/2017.
Fees:
ACCESSORY $330.40
CO -ACCESSORY BUILDING $50.00
Total: $380.40
ding I dor
Form 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 Department with the following:
A. For new building or new use:
1. Final survey of property with accurate location of all buildings,property lines, streets,and unusual natural or
topographic features.
2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form).
3. Approval of electrical installation from Board of Fire Underwriters.
4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead.
5. Commercial building,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 April 9, 1957)non-conforming uses,or buildings and"pre-existing"land uses:
1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic
features.
2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is
denied,the Building Inspector shall state the reasons therefor in writing to the applicant.
C. Fees
1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00,
Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00.
2. Certificate of Occupancy on Pre-existing Building- $100.00
- -31 _Copy of Certificafe 6f O&dpancy-$.2$--
4.
4. Updated Certificate of Occupancy- $50.00
5. Temporary Certificate of Occupancy-Residential$15.00,Commercial$15.00
Date. — _ 2`, 1
New Construction: Old or Pre-existing Building: (check one)
Location of Property:
House No. Street Hamlet
Owner or Owners of Property: lt_,�j PL- G o oc\`)e G 9 2
Suffolk County Tax Map No 1000, Section l l O Block ` Lot ^J `—
Subdivision � Filed Map. Lot:
Permit No. Date of Permit. Applicant:
Health Dept.Approval: Underwriters Approval:
Planning Board Approval:
Request for: Temporary Ce ificate Final Certificate: (check one)
•U�
Fee Submitted:$ 5�
4 4
Applicant gnature
so
Town Hall Annex Telephone(631)765-1802
54375 Main Road ir Ar Fax(631)765-9502
P.O.Box 1179 CA ® roger.richert @__town.southoId.ny.us
Southold,NY 11971-0959 a
couffm
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
CERTIFICATE OF ELECTRICIAL COMPLIANCE
SITE LOCATION
Issued To: Grathwohl
Address: 615 East Road City: Cutchogue St: New York Zip: 11935
Building Permit#: 40800 Section. 110 Block- 6 Lot: 12
WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE
Contractor: DBA: Elec Tec Inc. License No: 4814-ME
SITE DETAILS
Office Use Only
Residential X Indoor X Basement Service Only
Commerical Outdoor X 1st Floor Pool
New Renovation 2nd Floor Hot Tub
Addition Survey Attic Garage X
INVENTORY
Service 1 ph Heat Duplec Recpt 6 Ceiling Fixtures HID Fixtures
Service 3 ph Hot Water GFCI Recpt 1 Wall Fixtures 5 Smoke Detectors
Main Panel A/C Condenser Single Recpt Recessed Fixtures CO Detectors
Sub Panel 1 A/C Blower Range Recpt Fluorescent Fixture 4 Pumps
Transformer Appliances Dryer Recpt Emergency Fixtures Time Clocks 1
Disconnect Switches 6 Twist Lock Exit Fixtures TVSS
Other Equipment-
Notes:
Inspector Signature: Date: December 14, 2016
0-Cert Electrical Compliance Form.xls
ao
(R oF SOUTyO�
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
[ FOUNDATION 1 ST [ ] ROUGH PLEIG.
[ ] FOUNDATION 2ND [ ] INSULATION
[ ] FRAMING / STRAPPING [ ] FINAL
( ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
REMARKS:
DATE 07 Z9 INSPECTOR 2
SOUlyolo
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PLEIG.
[ ] FOUNDATION 2ND [ ] INSULATION
[ ] FRAMING / STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) '] ELECTRICAL (FINAL)
REMARKS:
DATE INSPECTO
pf SOUIy�
�o to
coutomm
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PLEIG.
[ ] FOUNDATION 2ND [ ] JASULATION
[ ] FRAMING / STRAPPING [ FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
REMARKS: rV � 1-16Vr
ro
'ov oV%) voC44,'ovJ L15 V�
orf I�rV11�1 i- 5;5ml1 we)..,.
DATE Y INSPECTOR
l o�aoF souryo
# TOWN OF SOUTHOLD BUILDING DEPT.
com, 765-1802
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] I ULATION
[ ] FRAMING /STRAPPING [ ?FINAL AlX-
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] CAULKING
REMARKS:
' r
DATE g INSPECTOR
JAMES J. DEERKOSKI P.E.
260Deer Drive
Mattituck,NY 11952
(631) 774 7355
Date: February 28, 2017 D [E(g[E0V[2
a
To: Town of Southold Building Dept MAR 3 0 2017
Re: Framing, Strapping Inspections BUILDING DEPT.
Grathwohl
TOWN OF SOITHOLD
615 East Rd.
Cutchogue,NY 11935
Permit#40800
This letter certifies that an inspection was performed on the detached garage at the
above mentioned property and all Framing, and strapping at the above mentioned garage
was installed as per plan and meet all state and local codes.
Any questions feel free to call.
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TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST
BUILDING DEPARTMENTDo you have or need the following,before applying?
TOWN HALL /, a� Board of Health
SOUTHOLD,NY 11971 / 4 sets of Building Plans
TEL: (631) 765-1802 Planning Board approval
FAX: (631) 765-9502 Survey
Sou tholdTown.NorthFork.net PERMIT NO. Check
Septic Form
N.Y.S.D.E.C.
Trustees
C.O.Application
Flood Permit
Examined ,20 Single&Separate
Storm-Water Assessment Form
Contact:
Approved ,20L Mail to:Q Z 5
Disapproved a/c M t-}�i),J CX_, `/ 19 3z-
Phone:
ZPhone: 63 b'"q
Expiration ,20-VCC
D CIEUVI M + f
rvt t CI q Q 1 �J M C 1� �S►Sr,
uilding I ctor iceU ° c
LIGATION FOR BUILDING PERMIT
Date 6-S , 20 6
BUILDING DEPT. INSTRUCTIONS
TOWN OF SOUTHOLD
a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4
sets of plans, accurate plot plan to scale. Fee according to schedule.
b. Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or
areas, 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 Permit 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.
f. 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 no 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 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,or 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 for necessary inspections. ��o
Signature of applicant or name,if a corporation)
Q o 12-56 . Mc,41 4--JOC f N7 f I 1 I �2
(Mailing address o appl ct ant)
State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder
Gnoc� �1 e
Name of owner of premises LVE-a
(As on the tax roll or latest deed)
If applicant is a corporation, signature of duly authorized officer
(Name and title of corporate officer)
Builders License No.
Plumbers License No.
Electricians License No.
Other Trade's License No.
1. Location of land on which proposed work will be done:
6;(5- Cc- -- ?_c)cL
House Number Street Hamlet
,.
County Tax Map No. 1000 Section t l 0 Block Lot . ' ��
Subdivision Filed Map No. Lot
2. State existing use and occupancy of premises and'intended'use and occupancy of proposed construction:
a. Existing use and occupancy S 1 f t 1 e
b. Intended use and occupancy
3. Nature of work(check which applicable):New Building Y- Addition Alteration
Repair Removal Demolition Other Work
(Description)
4. Estimated Cost /"n, 000 Fee
f (To be paid on filing this application)
5. If dwelling, number of dwelling units ! Number of dwelling units on each floor
If garage, number of cars Z-
6. If business, commercial or mixed occupancy, specify nature and extent of each type of use.
7. Dimensions of existin structures, if any: Front Rear Depth
Height Number of Stories f
Dimensions of samestructure with alterations or additions: Front ter k: :Rear, (
Depth Height Numbe�' of ones
� 4
8. Dimensions of entiretnew construction: Front 24" Rear `yn�xDepthv.;l
Height \ -0 Number of Stories m
9. Size of lot: Front Rear Depth I'�g 9 9 �01''jL�'S^;'rl •
10. Date of Purchase Name of Former Owner
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 NOK Will excess fill be removed from premises? YES NO
z-a.-'rC C0080'\e e Jr��,aj.R
14. Names of Owner of premises Gc�\4,w��.� De C�>Vr ddress 6 16, LGSfiP��. Phone No. 5t 6- 443^533 Z
Name of Architect Address Phone No -7-774--73.5 T
Name of Contractor `s )c-K-3 Address Phone No.
15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO
* IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BRREQUIRED.
b. Is this property within 300 feet of a tidal wetland? * YES NO
* 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)C
* IF YES,PROVIDE A COPY.
STATE OF NEW YORK)
SS:
COUNTY OF ) \\
pA i r,\,N 2\ \��-^C being duly sworn, deposes and says that(s)he is the applicant
(Name of individual signing contract)above named,
(S)He is the �,2n r
(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 knowledge and belief; and that the work will be
performed in the manner set forth in the application filed therewith.
Sworn to before me this
day of Jun ef 20 �O
LYNDSEY DIMON
Notary Nod. 1 6 WN6 w or Signature of Appli t
Qualified In Suffolk County
Commission,Expires 11/27/20 1'
• - - ��o�So�ryo . • •
Town Hall Annex X56
54375 Main Road ear
DP.O.Box 1179 G Q r0 er.rl 5 .soUn IS
Southold,NY 11971-0959
N V�2 9 2016 -
BUILDING DEPARTMENT BUILDING DEFT.
TOWN OF SOUTHOI D TOWN OF SOUTHOLD
APPLICATION FOR ELECTRICAL INSPECTION
REQUESTED BY: ,^V--� v--vn br,tirs`f Date:
Company Name: e
Name:
License No.: � -YYA E
Address: -
Phone No.: �5k(D 316 q ws�q'—ce
JOBSITE INFORMATION: (*Indicates required information)
*Address: f tLet
*Cross Street:
a _
*Phone No.: - -
Tax Map District: 1000 Section: 0 Block: Lot:
*BRIEF DESCRIPTION OF WORK(Please Print Clearly) e
(Please Circle All That Apply)
*Is-job ready for inspection: - ES / NO Rough In incl
*Do you need a Temp Certificate: YES QO
Temp-Information (If needed} -
*Service Size: 1 Phase 3Phase• 100 100 200 - 300- 350 400 Other
*New Service: Re-connect Underground Number of Me'ters Change of Service Overhead
Additional Information: PAYMENT DUE-WITH APPLICATION
82-Request for Inspection Form Oil a2�I b�
Town Hall AnnexTelephone(631-1802
z.'
54375 Main Road o Fax(631)734-9502
P. O. Box 1179 co Z=
Southold, NY 11971-0959
BUILDING DEPARTMENT ,
NOTICE OF UTILIZATION.OF TRUSS TYPE CONSTRUCTION, PRE-ENGINEERED
WOOD CONSTRUCTION ANWOR TIMBER CONSTRUCTION'-
Date: b
Owner:,LG�ca
f �� o
f. Location of Property: 5 � ?��- :'
:i ^� r
Please take notice that the (chedk app(cablp'line): � '
New ref al structure
,x Addition to existing residential structure
Rehabilitation to.an�existing residential structure "t"
s to be constructed or erfonned a#thetfiject`lirb �rtjrrefererice above will atilize 1 f
(check applicable line):
A `i'��.'.:
Truss type constructiori.(TT), ;r
=; (/Pre-engineered wood.ports#niction_: Pilll)
�imber construction (TC)d
in the following locations) (check applicable line): R
Floor framing, including;gTrders::and beams(F).
l,--Roof framing'(R-);.
Floor and roof framing (FR)
Signature:
Name (person submitting this forrn•): t-
Capacity(check applicable line):
Owner
Owner representative
TrussResRegl5.docx Effective 1/1/2015
rx
6" DIAMETER
REQl,'F-QT.IVE,RFQ :_: ' . ROMAN ALPHANUMERIC
PANTQRlE - •°-DES[GNATIOTI;OF'COtVSTRUCTION
(PMSjw =,rtf+y� ""` TYPE(3'AS' Ds,0I1 SECTION 602 OF
THE BUILDING CODE OF NEW
YORK STATE
2" MIN. - REFLECTIVE
WHITE .' .
1!2" STROKE
_ ._.. . ._ .._ '••DE�ity�if1:'FOI�'STft�iC"1`lfft'Ai� ._ ---._.__.�._-------, ---•—. _-- ---
. �i:_ � `. - _ _." .:�.4j1V(FdTSS•��I.�►�'�r��211`''%�1�,1:01=•. . . .. '.. . •s '. .� �
'i'RUSS CdNSTRUCTION
F"F" FLOOR FRAMING,IRPLUDING-
GIRDERS AND B,EAk9l-
'R" RR.P
"FR" F);OOR Ap`0604KAi61It+i`G
TRUSStwn wry• y ,,N. . . • -
C 'UANCE 1MTH 19 W.CRR PART.126.54�c- - ,,
CODES oIV.ISIQN DCAlV PLE TRUSS IDENlIFJGkH0N SIGN DATF-UO8(2005
• 4
NES' YORK STATE DEPARTMENT OF STATDIVISION OF CODE ENFORICEMENT
AND ADMINISTRATION
tit� :
S.C.T.M. NO. DISTRICT. 1000 SECTION: 110 BLOCK: 6 LOT(S): 12
D [Eef"Y[E
D
LAND N/F MAY 3 0 2018
OF
PAUL & LINDA WOLFROM
BUILDINGDEM
1
NS4'26, »E 4.2'
4 2' 94.5 g' TOWN OF 30UTHOLD
43 , PIPE
U.P. WOOD RAIL FENCE 0 7 N 1 g'S
00 t1Q
MON. oo ,• •.••'•.:•,:� '•SHED
•'��`3• '•.12.0'.- CONC. 2,2'W 0.6'E � a� Ig
SLAB
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ROOF OVER 8"•
CONC. PORCH
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w
Ivey,
0�
56 ��MON. �(\
THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL
FINAL SURVEY 05-18-17 LOCA77ONS SHOWN ARE FROM FIELD OBSERVATIONS
AND OR DATA OBTAINED FROM OTHERS
AREA: 17,056.79 SQ.FT. or 0.39 ACRES ELEVA77ON DATUM: ---
UNAUTHORIZED AL 7FRA 77ON OR ADD177ON TO THIS SURVEY IS A VIOLA 77ON OF SECTION 7209 OF THE NEW YORK STATE EDUCA 71ON LAW. COPIES OF THIS SURVEY
MAP NOT BEARING THE LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN
ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE 777LE COMPANY, GOVERNMENTAL AGENCY AND LENDING INS777ZI77ON
LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INS777U770N, GUARANTEES ARE NOT TRANSFERABLE.
774E OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO 7HE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE
NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE ERECTION OF FENCES, ADD177ONAL STRUCTURES OR AND OTHER IMPROVEMENTS. EASEMENTS
AND/OR SUBSURFACE S7RUffURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE 77ME OF SURVEY
SURVEY OF: DESCRIBED PROPERTY CERTIFIED TO: DALE DECASTRO;
MAP OF:
FILED:
SITUATED AT: CUTCHOGUE
TOWN OF: SOUTHOLD KENNETH M WOYCHUK LAND SURVEYING, PLLC
SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design
P.O. Box 153 Aquebogue, New York 11931
FILE # 16-119 SCALE: 1 "=20' DATE: APRIL 18, 2017 PHONE (831)298-1588 FAX (631) 298-1588
N.YS. LISC. NO. 050882 maintalninR the records of Robert J. Hennessy & Kenneth M. Woychuk
M C H
Design Services
LFEET
SITE DATA:
\IVSCTM No.: 1000-110-81-6-12 www.mchdesignservices.com
0 phone:
0
D DIMIPTION: SQ.ff.afA- LOT COVERAGE: EXLAVAM. flu- (631)298-2250
0
' \ D PROPERTY: 19057.1 SQ EE. 0.34AOIE5 email:
ESPUTEDAREA OF 3500 SQ,FL michaei@mchdesignservices.corn
DRIVEWAY AREA:684 SO,FT. GROUND 05TURBAKE
AT 100%WATER RUNOFF:115 CU.FT.
PROVIDE(1)8-DIA.X 4'DEEP DRYW ELL I
w/CATCH BASIN ^�
ORYWELLS CAPACITY:169 CU.FT. t►+ ��' \ EX611NG HOUSE: 1345.0 SQ.R. 7.9%
ROOF AREA:712 SO.FT. AP RO� D AS NOTED 1i/� /� EXOHNG PDRCH: 309 SQ.FL 01% -
0^CUPA��1 _� o� E7OSINGSHED 119.1 SQ.FL 0.7%
AT 100%WATER RUNOFF:119 CU.FT. SII/ V V
DATE: t�.P.#�
PROVIDE(1)B'DI CAPACITY:
69EP LJU. 3 O .D BY: USE IS UNLAWFUL
DRV WELLS CAPACRY:169 CU.FT. FEE:
PROPoSED GARAGE: 576 SQ.F1. 3.4% 35 N.YD. 15 N.Y0.
NOTIFY BUILDING DEPA.9T t iE .T-AT
NOTES: ` TI t�UT CE TIF I C
OGEE GUTTER-STANDARD5" 765-1802 8 A TO 4 P FOR THE ■[/'�MIIF Y VC■\/��■jw./1�
Ply kw UPA CY
I,.ExEcunoN: FOLLOWING INSPECTIONS: PROPOSE00RYWElIS: IO N.)911. 2N.YD.
A).DO NOT BEGIN INSTALLATION UNTIL SUBSTRATES HAVE REEK PROPERLY PREPARED. 1. FOUNDATION - TWO R EO U I R E D
2).PREPARATION:
A).CLEAN SURFACE THOROUGHLY PRIOR TO INSTALLATION. FOR POURED CONCRETE r
B).PREPARE SURFACES USING METHODS RECOMMENDED BY THE MANUFACTURE FOR
ACHIEVING THE BEST RESULTS FOR THE SUBSTRATE UNDER THE PROJECT CONDITIONS. 2. ROUGH - FRAMING & PLUMBING
C).PAINT CONCEALED METAL SURFACES AND SURFACES IN CONTACT WITH DISSIMILAR /� J IDEAL: 1090.4 SQ.FL V2% 45 N.9D. D N.YD.
METALS WITH PROTECTIVE BACKING PAINT. 3. INSULATION ELECTRICAL r
3.A).PERFORM
: 4. FINAL - CONSTRUCTION MUST INSPECTION RECUIISED U A
A).PERFORM WORK IN ACCORDANCE WITH CDA HANDBOOK T2-AND THE DRAWINGS. [' MEETS AND BOUNDS BY:
I).GUTTER ET L JOIN
LEN TOWARDS LEADER I HT 2 FOR EVERY 40-OF RUN. BE COMPLETE f F. 1 C.O.
Z).a).CO METAL JOIN FLASH A WITH WATERTIGHT]OTNTS. L �' RO D E R I C K VAN TUYL, P.C.
a>.�SRO/IIES.RASH AND SOLDER GUTTERS TO DOWNSPOUTS AND ALL CONSTRUCTION �H"LL MEET THE
B).ALUMINUM:RIVET AND CAULK WITH A BUTYL SEALANT SLIP JOINT -SHALL+ O
3).
CONE WNSPOUTS TO STORM SEWER SYSTEM AS INDIfA7ED.SEAL REQUIREMENTS OF THE CODES OF NEW
CONNECTION WATERTIGHT. YORK STATE. NOT RESPONSIBLE FOR TnU 3S PLACARDIR.a r.�Q! 1-1D L 1 ,1 O A ,
WELLS TO BE 10'MIN. 4).PROTECTION: / yO
AWAY FROM HOUSE 0).TOLCH-UP.REPAIORR PLACE DAMAGED PRODUCTS BEFORE SUBSTANTIALDESIGN OR CONSTRUCTION ERrRORS. DO NOT PROCEEQ W{TH11�i���ssscoMPLEnON.;;DRY
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SCALE: SEE PLAN
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SILL SEAL
. SCALE: SEE PLAN
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WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS M C H
USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT d GOOD CONSTRUCTION. FOLLOW MANUFACTURES RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY, Design Services
KING STUDS
www.mchdesignservices.com
RAFTER WALL STUD phone:
ENDWALL CRIPPLE STUD BOTTOM PLATE (631)298-2250
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RIDGE LEDGER
BATHTUB
HEADER DOUBLE JOIST email:
SIDEWALL
michael@mchdesignservices.corn
RAFTER
JACK STUDS
FLOOR USP NUMBER DESCRIPTION APPLICATION
1ST. ADSS HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS
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 DESC IPTION APPLICATION LOCATION USP NUMBER DESCRIPTION APPLICATION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR
HOLD DOWN BOTH BOT.PLATE OF 2ND FLOOR AND TOP JOIST DIRECTION WITH(2)JOISTS.UNDER WALL.
2ND. ADSS ANCHOR PLATES OF 1ST.FLOOR.CONNECT THROUGH LALLOPENINGS1
L OPENINGS LSTA12 1-1l4"x12"20ga.STRAP APPLY TO EACH JACK STUD ROOF LSTA24 1-1/4'x24"20ga.STRAP APPL OVER RIDGE TO EACH RAFTER 2x6-2x8 LS26 18ga.SLOPE HANGER APPLY TO EACH RAFTER!LEDGER
THE FLOORS TO EACH OTHER Wt THREADED ROD RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD 2X10 LS210 18ga.SLOPE HANGER APPLY TO EACH RAFTER!LEDGER FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS.PROVIDE
BLOCKING @24"OC
WALLSTUD
THROUGH-ROOF EXHAUST
VENTS SELECTED AND
LOCATED BY CONTRACTOR
METAL STRAP
CRICKET AT TOP-SIDE OF VENTILATION CHANNEL
RIM BOARD CHIMNEY RAFTER AS REQUIRED SILL PLATE(S) WALL SHEATHING RAFTERS MAINTAIN
VENTILATION WOOD JOIST
SIDEWALL FLASHING
FOUNDATION ' TOP PLATE BLOCKING
' - - - - - FINISH WALL AND MOISTURE 2x4 LEDGER BLOCKINGuj
STAPPING TO BE ATTACHED TO WALL STUDS @48"DC BARRIER TO LAP FLASHING 2x4 SOFFIT JOIST W
AT WALL--MAINTAIN GAP ATTIC SHALL BE PROVIDED WITH A • FASCIA
AND ALL WINDOW/DOOR OPENING JACK STUDS BETWEEN WALL FINISH AND MINIMUM NET FREE VENTILATING AREA - - V r ,
FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION WALL STUD NOT LESS THAN 1/150 OF THE AREA OF GUTTER v
ROOFING TO AVOID SOAKING WOOD GIRDER
INSTALL 4'0"O.C. '� THE SPACE VENTILATED. ALL OPENINGS ONTIN.SCREENED VENT
4"-8" LSTA24 1-1/4'x24"20ga.STRAP AND JACK STUDS SHALL BE COVERED WITH CORROSION-
ON ALL OPENINGS ,'�+ PROVIDE HEMMED EDGE AT RESISTANT METAL MESH WITH MESH CONTIN.SOFFIT/EXT.PLYWOOD
INSTALL 4'0"O.C. FLASHING TO FORM CHANNEL LOCATION USP NUMBER DESCRIPTION APPLICATION OPENINGS OF'4 INCH IN DIMENSION. SOFFITED EAVE
8"-14" LSTA30 1-1/4"x30"18ga.STRAP AND JACK STUDS AND SO AS TO MAINTAIN AIR CONNIECTTOI W O
ON ALL OPENINGS GAP TO PREVENT CAPILLARY 4"-6"RAFTER RT10 10-3/4"x 18ga.TYDOWN ANCHOR EACH RAFTER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND
/ ACTION ROOF VENTILATION / OVER BEARING WALLS AND HEADERS O
=ACK
CONNECTTOC4
14"-16" LSTA36 1-1/4"x36"18ga.STRAP 8"-12"RAFTER RT20 21-1/8"x 20ga.TYDOWN ANCHOR SOFFITED EAVE DETAIL
,� ' KEEP ROOFING NAILS OUT u
2ND.FLOOR WALL OF FLASHING
.' .
`' ' ROOFING LAPS BASE
FLASHING 4 INCHES \ r — JW w
BASE FLASHING WRAPS CORNERS, RAFTER RIDGE GAP OF SAME
EXTENDS UNDER SHINGLES AT MATERIAL AS ROOFING v
SIDES 4 INCHES AND LAPS NAILED TO SHEATHING �
SHINGLES AT BASE MIN-4 INCHES I THROUGH VENT !'•r�T'1
WOOD JOIST e a _hL
TOP PLATE Iii\i O(,•
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SIDE Wo4LL FL,46HING WOOD JOIST O
1ST.FLOOR WALL STAPPING TO 8E ATTACHED TO WALL STUDS @48"OC
AND ALL WINDOW/DOOR OPENING JACK STUDS METAL FLASHING AT ALL EAVES,SIDEWALLS, WALL STUD [ �1 O
FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION AND RAKES—PROVIDE HEMMED EDGES SO RAFTERS r/ l
INSTALL 410"O.C. AS TO FORM DRAINAGE CHANNELS AND
4'-8- LSTA36 1-1/4"46"1 PREVENT CAPILLARY ACTION PRE-MANUFACTURED O
8ga.STRAP AND JACK STUDS LOCATION USP NUMBER DESCRIPTION APPLICATION KEEP SHEATHING MIN.1-1/2" r 1
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 THE PROPER STEEL CONNECTOR.
INSTALL 4'0"O.C. RAFTER TO PLATE OVER RIDGE TO AIR PASSAGE IF ABLE.SET FIR JOISTS APROX,1/2"HIGHER THAN LVL HEADERS rT,
8"-16" MSTA48 1-114"x48"16ga.STRAP AND JACK STUDS CONNECT OVER CONFORM TO SLOPE TO ALLOW FOR SHRINKAGE.E REDUCE BUMP OUTS F+1
ON ALL OPENINGS PLATElWALL SPTH4 STUD PLATE ANCHOR PLATES TO EACH STUD OF ROOF
H � V
DBL.SILL PLATE OO
TERMITE SHIELD �' i F"---'SU$FLOOR
SILL GASKET - WOOD JOISTS
CONC.SLAB // GASKETNEOPRENE -"`� 12x6/2x8 CONTINUOUS WOOD PLATE r�/
TYP.CONC.FOUNDATION ( A 6 MIL.POLY V� BOLTED TO STEEL BEAM WITH `.'
DAMPPROOF EXTERIOR • _ %
V GRANULAR FILL -
6MILPOLY ON EXTERIOR .• i )•p � -- � � ( I/2"DIA. BOLTS*48"o.c. STAG.
STEEL COLUMN0
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4 4 �- -D L ROOF JACK ♦ `
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KEYWAY FOOTING ° • Q•, p Q CONC.FTG. p Q•p L e' USE WITH 3x3 SQUARE WASHERS SIDES AND TOP `� 1/2"GROUT
- :o ANCHOR BOLT CONNECTION (USP LBPS58 OR BP'583)
� REINFORCING BAR `
� FOUNDATION 518"DIA.ANCHOR BOL _ - `• I i 1
DRAIN TILE P ANCHOR BOLT CONNECTION 10 KIPS3"STEEL COLUMN
SUPPORTINGMAXIMUM SPACING FLASHING LAPS i i
SILL PLATE TO FOUNDATION 1 STORY 72"OC ROOFING AT BOTTOM '
CRAWL SPACE OR FOUNDATION TYPICAL BEAM DETAIL
TYPICAL CONC.FOUNDATION.APPLY PILASTERSSILL PLATE TO FOUNDATION 2 STORIES 36"OC
WHERE NEEDED FOR STRUCTURAL BRACING. MIN.3"STEEL COLUMN ANCHORED TO 24"x24"x12"CONC.FTG. CRAWL SPACE OR FOUNDATION STEEL / BOTTOM BEARING
WALL BOTTOM PLATE TO FOUNDATIO 1-2 STORIES 57"OC
SLAB-ON-GRADE ROOF JACKS E VENTS DETAIL
Ir---SUBFLOOR
CONC.SLAB DOOR FRAME
6X6 10110 WWM G
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BA JOIST
COMPACT FILL DOOR
USE 2X9 DRAWN BY: MH
FOR BLOCKOUT STEEL BEAM
t:' ^` • 4"SLAB v I = SLOPE
P.T.PLATE W/&X&WMM
1/2"AIR SPACE . 4"DRIVEWAY—{�► NOTCH JOIST AND ADJUST HEIGHT
° 9 ITH A NAILING PLATE IF NEEDED)
AT END AND e` ." ?I/2 . ►. •'• .' TO BE APROX.1/2"OR HIGHER THAN 6/5/2016
GRADE ° 4 '"--v-- - ----z ° • DES OF WOOD `� o 's' o •• ;• STEEL BEAM TO ALLOW FOR SHRINKAGE
o c{,o a a c %o BEAMS •e c O• • •, (PROVIDE STRAPPING TO KEEP JOISTS ALIGNED)
6X6 W.W.M. ,— — — —•; — —` �"a —' I s o `A
12" a C o o a Q O ° • LOOR
MIN. % ° ^ Q'n Q'n �' ° ���NOTCH BEAM FOR MUDSILL IF REQUIRED--MAXIMUM s
•` a SCALE: SEE PLAN
REINFORCING BAR NOTCH EQUALS 1/4 DEPTH OF BEAM e D ° e>' • I— I
DRAIN TILE •o • REINFORCING BAR e•, • c 4". c••a ° Y
12" a SHEET METAL/30a FELT UNDER BEAM AT POINT 11' €
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OF CONTACT WITH CONCRETE OR CONC.BLOCK
TYPICAL CONC.MONOLITHIC FOUNDATION.REINFORCE WITH(2)•4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. °• 3' SHIMS TO LEVEL BEAM "SAT (86i E M) SHEET N O
REINFORCE FOOTING WITH(2)-4 REINFORCING BARS. 3"MINIMUM BEARING SURFACE FOR WOOD BEAM GARAGE DOOR BLOCKOUT _� "+ +' W
BEAM POCKET V^
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GENERAL NOTE6 WIND FRAMING NOTES NAILING SCHEDULE- PLAN CONTENTS: Design Services
1).RIDGE-TO-RAFTER ASSEMBLY: ROOF FRAMING: OCCUPANCY G ASSIFICATION
1-114"x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. NAIL NAIL
JOINT DESCRIPTIO NOTES BUILDING USE
When a collar tie is used in leu of a ridge strap,the number of 10d common nails required QTY. SPACING
CONSTRUCTION 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 TOE-NAI BUILDING HEIGHT
• TOP PLATE 10'WALL:4-8d COMMO RAFTER WWW.mchdesi4nservices.com
1).The information within this set of construction documents is related to basic design 2).RAFTER-TO-WALL ASSEMBLY: TOTAL SQ. FT. OF CONSTRUCTIONphone:
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 CEILING JOIST 8'WALL:3-8d COMMON EACH TOE-NAI 631 298-2250
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 TO TOP PLATE 10'WALL:4-8d COMMON JOIST
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 CRITERIA PRESCRIPTIVE G 4-I WIND EDITION,PER N.Y.S. RESIDENTIAL CONSTRUCTION CODE AND
CURRENT SSG HICs
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 NAILWOOD FRAME CONSTRUCTION MANUAL
sound and a weatherproof completed product. shall be connected with uplift connections in accordance with table 3.3c. FRAMING ELEMENTS A5 PER FLOOR LAMS CROSS SECTION AN GENERAL NOTES email:
p p p CEILING JOIST LAP AS PER TABLE 3.7 EACH FACE michael@mchdesignservices.corr
OVER PARTITION WFCM-SBC LAP NAIL EXT, BALCONIES 60
2).The General Contractor is responsible for ensuring that all work and construction 3).WALL-TO-WALL ASSEMBLY: COLLAR TIE AS PER TABLE 3.4 EACH FACE DECKS 40
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 TO RAFTER WFCM-SBC SBC END NAIL
These codes are to be considered as part 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 ATTICS w/a STORAGE 10
should be adhered to even if in variance with the plan. studs shall be attached to a common member in the floor assembly with uplift connectors in BLOCKING 2-8d COMMON EACH TOE ATTICS w/ STORAGE 20
accordance with table 3.3. TO RAFTER END NAIL DESIGN LOAD CALCULATIONS ROOF (GROUND SNOW LOAD) 20
3).Dimensions shall take precedent over scaled drawings. RIM BOARD EACH END (LIVE LOADS PSF) ROOMS (OTHER THAN SLEEPING) 40
(DO NOT SCALE DRAWINGS). 4).WALL ASSEMBLY TO FOUNDATION: TO RAFTER 2-16d COMMON � END NAIL
First wall studs shall be connected to the foundation,sill plate,or bottom plate with uplift ROOMS (SLEEPING) 30
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: STAIRS 40
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
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 GAURDRAILS ZANY DIRECTION) 200
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 GATAG RY
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 TO 2-16d COMMONPER FACE NAIL
anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all TOP PLATE FOOT SEE NOTE:1 LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION
5).Refer to the Window and Door schedule for exterior openings. corners. TOP PLATES AT JOINTS FACE (ROOF - FOUNDATION) DETAIL PAGE t GENERAL NOTE PAGE
INTERSECTIONS 4-16d COMMON 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
or exceeds manufacture's specifications and applicable codes. Type I exterior shear walls with a minimum of 7/16 inch wood structural panel on the exterio STUD 2-16d COMMONO.C. NAIL EGRESS SEE F OOR f'1-ANS AND WINDOW SCHEDULE
attached with 8d common nails at 6"o.c.at the panel edges and 12"o.c.in the field,and FIRE PROTECTION ym"`
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 5d cooler nails at 7"o.c.at panel HEADER TO 16d COMMON 16"O.C. FACE (SMOKE t CO2 DETECTORS) SEE FLOOR PLANS
such as 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 EDGE NAIL
UJ
in table 3.15a-b. TOP OR BOTTOM 2-16d COMMON PER 2x4 STUD END TRUSS DESIGN N/A - STANDARD STICK FRAME CONSTRUCTION W
8).Wind load requirements shall be taken Into account during construction. PLATE TO STUD 3-16d COMMON PER 2x6 STUD NAIL ENERGY CALCULATIONS RESCHECK BASED ON 2010 NYSECC r Q
6).TYPE II EXTERIOR SHEARWALL CONNECTIONS: BOTTOM PLATE TO: \V/ WWj
FOUNDATION NOTES: Type 11 exteriorshearwallsshallmeettherequirementsoftable3.15a-b times theappropria PER FACE NAIL CLIMATIC & GEOGRAPHIC DESIGN CRITERIA
FLOOR JOIST,BAND JOTS 2-16d COMMO FOOT SEE NOTE:1,
length adjustment factors in table 3.16. END JOIST OR BLOCKING ^
1).The General Contractor and Mason to review plans,elevations,details and notes to GROUND WIND SEISMIC FROST WINTER ICESHIELD FLOOD FSI
determine intended heights of finished floor(s)above typical grade. 7).INTERIOR SHEARWALL CONNECTIONS: FLOOR FRAMING: SNOW SPEED DESIGN WEATHERIN LINE TERMITE DECAY DESIGN UNR QUIR D HAZARDS rT1 0
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(vlrgin)soil.(MIN.SOIL STRENGTH AT 2000psl) interior shearwalls are used.Sheathing and connections shall be in accordance with JOINT DESCRIPTION NAIL NAIL NOTES O
JOIST TO: PER TOE
2.4.4.2 and 2.2.4 respectively. QTY. SPACING20 LBS. 120 B SEVERE 3 FT. TO HEAVY MODERATE 11 YES MODERATE SLIGHT TO (`/ !( 11
3).Provide 1/2"expansion joint material between concrete slabs and abutting
4-8d COMMON
concrete or masonry walls occuring in exterior or unheated interior areas. 8).CONNECTIONS AROUND EXTERIOR WALL OPENINGS: SILL,TOP PLATE OR GIRDE JOIST NAIL ROOF SHEATHING REQUIREMENTS FOR WIND LOADS:
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 NAIL SPACING NAIL SPACING AT INTERMEDIATE P SHEATHING LOCATION NOTES
be installed with#4 re-bar,18"long at 12"o.c..Use approved epoxy for installation. 3.5. BLOCKING EACH TOE AT PANEL EDGES SUPPORTS IN THE PANEL FIEL rT,
5).Unless otherwise noted,all slabs on grade to be 3500 p.s.i..Concrete to be
9.CATHEDRAL CEILING ASSEMBLY: 2-8d COMMON 4'PERIMETER EDGE ZONE 8d COMMON 6"O.0 8d COMMON 6"O.C. SEE NOTES:1,3 h+-i
poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing.Interior slabs ) TO JOIST END NAIL @ @
Where a ridge is to be used as a structural beam,the rafters shall either be notched and BLOCKING TO: EACH TOE INTERIOR ZONE 8d COMMON 6"O.0 8d COMMON 12"O.C. SEE NOTES:1(BOTH FIELDS a
to be minimum 3-1/2 inch thick.All fill to be compacted to 95%relative density with 9 3-16d COMMON@ @ NOTE:2 FOR PANEL FIELD
anchored on to of the beam or slope connectors shall be attached to each rafter-to-ridge SILL OR TOP PLATE BLOCK NAIL
6"maximum lifts(layers). P p g GABLE ENDWALL RAKE AND RAKE TRUSS 8d COMMON 4"O.0 8d COMMON 4"
along the open ceiling part of the building.Connections to the ridge and wall shall be be LEDGER STRIP EACH FACE @ @ 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 JOIST NAIL
806 cast iron foundation vent for every 150 sq.ft.of area.
DECK AND COVERED PORCH NOTES: JOIST ON LEDGER 3-8d COMMON PER TOE NOTES F�-1
7).Dampproof exterior of foundation with bituminous coating as per TO BEAM JOIST NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. t
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 UJ O
the below rade portion of exterior walls prior to backfilling. All fasteners,hangers and anchors to be alvinized or stainless steel. 3-16d COMMON g p p g. 9 9 TO JOIST JOIST 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, . A � O
BAND JOIST TO: v PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used. ,
8).Drainage as per town and N.Y.S.Residential Construction Code. 2).Girders for deck joists to be bolted to each post with washers and nuts. 2-16d COMMO 0
Girders on concrete piers shall be anchored withproper steel connectors anchored SILL OR TOP PLATE FOOT SEE NOTE:1
P 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. T I For framing members with<0.42<G<0.49,the nail spacing shall be reduced to 6 inches o.c. 0
V
1).All framing techniques and methods as prescriptive design of current SBC High Win 4 Posts supporting girders shall be anchored to a 12"x12"x12"thick concrete footing. JOINT DESCRIPTION NAIL NAIL 3.Tabulated 4 inch o.c.nails spacing assumes sheathing to rafter/truss framing members with G>0.49.For
9 Use a minimum 1/2"dia x 7"long anchor bolt with washers and nuts.Footings Shall be 3 ft. QTY. SPACING ) P 9 9 9
Edition Wood Framing Construction Manual. g g framing members with 0.42<G<0.49,the nail spacing shall be reduced to 3 inches o.c.
below grade.Porches with covered roofs shall have 12"dia.concrete piers for the girders. STRUCTURAL PANE 8d As PER TABLE 3. WALL SHEATHING REQUIREMENTS REM ENTS FOR WIND LOADS: Q`
2).Unless otherwise noted,all framingand structural wood material to be#2+BTR. WFCM-SBC n/ r ft
Douglas Fir. 4).Deck joists to have blocking at 8'0 o.c.. CEILING SHEATHING: O 11�++0��I1 V
NAIL SPACING NAIL SPACING AT INTERMEDIATE SHEATHING LOCATION NOTES
3).Floors,walls,ceilings and rafters to be spaced at 16 inches o.c.unless noted 5).A minimum of 10 inch flashing shall be installed between the building and ledger. NAIL NAIL AT PANEL EDGES SUPPORTS IN THE PANEL FIEL
otherwise. JOINT DESCRIPTIO
Ledger to be fastened to building with 1/2"dia.bolts with washers and nuts QTY. SPACING 4'EDGE ZONE 8d COMMON @ 6"O.0 8d COMMON @ 12"O.C. SEE NOTES:1,3(BOTH FIELD
where needed. GYPSUM 7" O.C.EDGE NOTE:2 FOR PANEL FIELD
4).Unless otherwise noted,all bearing wall headers to be(2)2x10#2+BTR.Doug.Fi. 5d COOLER INTERIOR ZONE 8d COMMON r
Bearing wall headers to have(2)jack studs and(2)full length studs on each side of all WALLBOARD 10"O.0.FIEL @ 6"O.0 8d COMMON @ 12"O.C. SEE NOTE:3 v
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 SHEATHINGNOTES
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 fir 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. 1).For wall sheathing within 4 feet of the comers,the 4 foot edge zone attachment requirements shall
5).All flush beams/headers to be installed with heavy duty gaNinized hangers and PANELS WFCM-SBC be used.
anchors where applicable to all connecting joists. PLUMBING NOTES 7/16"OSB 3"O.C.EDGE
6d COMMON 2.Tabulated 12 inch o.c.nails spacing assumes sheathing attached to stud framing members with
6).Double up floor joists under walls that run parallel to the floor joist and under bathtu 9J•All water supply,drainage and venting to be installed as per N.Y.S.Residential PLYWOOD 6"O.C.FIELD ) P 9 9 9
Floors to have ceramic the installed shall be verified for proper load capacity unless not onstruction Code. GYPSUM 2).Verify septic system with the Engineer for Suffolk County Health Department approval. 5d COOLER WALLBOARD 107" O.C.EDGE G>0.49.For framing members with 0.42<G<,the nail spacings shall be reduced to 6 inches o.c.
"O.0 (FIELD.
on plans. 3).For exterior panel siding,galvinized box nails shall be permitted to be substituted for common nails.
FLOOR SHEATHING: NOTE'
7).Provide blocking/bridging in floor joists at 8'0 o.c..Use solid blocking in floor joists
under all bearing walls. 3).If wall studs,plates or joists are cut out during installation for any plumbing related work, JOINT DESCRIPTION NAIL NAIL, CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY
provide adequate bracing and plates to protect and secure the structure.Verify with the QTY. SPACING
8).Provide insulation baffles at eave vents between rafters.Install draft blocking as state code and manufacture's recommendation for maximum hole size and spacing permitt STRUCTURAL PANEL6"O.C.EDGE EXISTING CONDITIONS. MINIMUM 3000# CAPACITY.
needed. HVAC SYSTEM NOTES VOR LESS 8d COMMO 12"O.C.FIEL 1).PROVIDE 5/8"TYPE-X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS.
9).Unless otherwise noted,all roofs and walls to have a minimum 1/2"thick,4-ply Fir 1).Mechanical subcontractor is responsible for adhearing to all applicable codes and safety NOTES: 2).USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ.
CDX exterior sheathing grade plywood.Plywood to cover over plates and headers. requirements. 3).INSTALL 1 -Co2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR.
THESE NOTES ARE ONLY TO BE REFERRED 1f0 IF :
10).Unless otherwise noted use 3/4"thick T&G PTS Fir or Advantech plywood subfloo
2).HVAC subcontractor is to fully coordinate all system data and requirements with the FIREBLocKING REUIRED DRAWN BYMH
MENTIONED IN SCHEDULE NOTES ONLY. Q
adhered with PL400 adhesive and screwed to floor joists.Finished floor to be installed Fireblocking shall be provided to cut off all concealed draft openings(both vertical and horizontal)
over subfloor as per manufacture's instructions. equipment supplier. and to form an effective fire barrier between stories and between a to story and the roofspace.
P 1).Nailing requirements are based on wall sheathing P ry
.HVAC subcontractor to provide final system layout drawing and submit It to the General nailed 6"on-center at the panel edge.If wall shealthing Fireblocking shall be provided in wood-frame construction in the following locations.
)116/S12016
11).All bathroom walls to have 1/2"thick moisture-resistant sheetrock.Garage walls a ontractor and owner for final review and approval. is nailed 3"on-center at the panel edge to obtain higher
ceilings and over furnace to have 5/8"thick type-x sheetrock.All other parts of building shear capacities,nailing requirements for structurral 1).In concealed spaces of stud walls and partitions,including furred spaces,at the ceiling and floor
to have regular 1/2"sheetrock.All walls to be taped and finished. ELECTRICAL NOTES: members shall be doubled,or alternate connectoirs, levels.Concealed horizontal furred spaces shall also be fireblocked at intervals not exceeding 10
12).All roof with a pitch less than 4:12 shall be installed with an Ice&Water barrier or 1).All electrical to be installed as per N.Y.S.Residential Construction Code.
such as shear plates,shall be used to maintain loud path. feet.Batts or blankets of mineral or glass fiber shall be allowed as fireblocking in walls constructed SCALE: SEE PLAN
using parallel rows of studs or staggered studs.
approved equal.Flat roofs shall be applied with a Fiberglas base sheet with an EPDM 2).When wall sheathing is continuous over connected r
torch down type material over. 2).All electrical work shall be approved by a qualified Underwriter. members,the tabulated number of nails shall be permitted 2).At all interconnections between concealed vertical and horizontal spaces such as o r t
to be reduced tot-16d nail per foot. drop ceilings and cove ceilings. ov j�EW
13).All sill plates and wood in contact with concrete to be pressure treated.Sill plates t13).Install Smoke detectors and Carbon Monoxide detectors throughout as per section R31 be installed with a foam sill gasket and cop-r-tex termite shield or approved equal. of N.Y.S.Residential Construction Code. DEt R 0Q SHEET N O.
3).In concealed spaces between stair stringers at the top and bottom of the run es ff,
under stairs shall comply with N.Y.S.Residential Code. �r n
4).At openings around vents,pipes and ducts at ceiling and floor level,to resist r e pa 7•9,e
flame and products of combustion. (� %` a r`r
5).For the fireblocking of chimneys and fireplaces,refer to N.Y.S.Residential Cod �J'F. �o