HomeMy WebLinkAbout36684-Z Town of Southold Annex 6/14/2013
P.O.Box 1179
54375 Main Road
• Southold,New York 11971
CERTIFICATE OF OCCUPANCY
No: 36298 Date: 6/14/2013
THIS CERTIFIES that the building RESIDENTIAL ADDITION
Location of Property: 8925 Skunk Ln, Cutchogue,
SCTM#: 473889 Sec/Block/Lot: 104.-3-15
Subdivision: Filed Map No. Lot No.
conforms substantially to the Application for Building Permit heretofore filed in this officed dated
8/24/2011 pursuant to which Building Permit No. 36684 dated 9/12/2011
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:
covered entry addition to an existing one family dwelling as applied for.
The certificate is issued to 8925 Bay Ave LLC
(OWNER)
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL
ELECTRICAL CERTIFICATE NO.
PLUMBERS CERTIFICATION DATED
horiz d Si ature
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
TOWN CLERK'S OFFICE
o . 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#: 36684 Date: 9/12/2011
Permission is hereby granted to:
8925. Bay Ave LLC
3 Sun Haven Ln
Commack, NY 11725
To: construct front & rear open porches and alteration to sunIroom.
At premises located at:
8925 Skunk Ln, Cutchogue
SCTM # 473889
Sec/Block/Lot# 104.-3-15
Pursuant to application dated 8/24/2011 and approved by the Building Inspector.
To expire on 3/13/2013.
Fees:
SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $755.20
CO -ADDITION TO DWELLING $50.00
Total: $805.20
Building Inspector
(n 0f SOUT�OIo
N �e
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION -
I FOUNDATION 1 ST [ ] ROUGH PL13G.
[ ] FOUNDATION 2ND [ ] IN LATION
[ ] FRAMING/STRAPPING [ FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
REMARKS:
DATE `2 �' Z::::�_INSPECTOR
Form No.6
TOWN OF SOUTHOLD
BUILDING DEPARTAIEW
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 2I10 of I%lead.
5. Commercial building, industrial building, multiple residences and similar buildings and instaIlations,.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$25.00,Additions to dwelling$25.00, Alterations to dwelling$25.00,
Swimming pool$25.00, Accessory building$25.00,Additions to accessory building$25.00, Businesses$50.00.
2. Certificate of OCcupancy on.Pre-existing Building- $100.00
3. Copy of Certificate of Occupancy-$.25
4. Updated Certificate of Occupancy- $50.00
5. Temporary Certificate of Occupancy -Residential$15.00,Commercial$15.00
Date, (; / 3
New Construction: Old or Pre-existing Building: check one) ��2
Location of Property: c
House No. StreetHamlet
�'! .�
Owner or Owners of property: J S/� (�+ `c C/�,�r e
Suffolk County Tad Map No 1000, Section_ l 6 Block .3 Lot
Subdivision Filed.Map. Lot: _
Permit No. 3 `P b B Date of PeiInit.T Applicant: �^
Health]kept.Approval: Underwriters Approval:
Planning Board Approval:
Request for: Temporary Certificate Final Certificate: y (check one)
Fee Submitted: $
Applic n ignature
FIELD INSPECTXON REPORT DATE COMMENTS
FOUNDATION(IST) �
---------------------------------
FOUNDATION(2ND) t�
�O O
ROUGH FRAMING& H
PLUMBING
INSULATION PER N.Y.
H
STATE ENERGY CODE
• Y
O
FINAL
ADDITIONAL COMMENTS
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TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST
BUILDING DEPARTMENT Do you have or need the following,before applying?
TOWN HALL ' ~ Board of Health
SOUTHOLD,NY 11971 4 sets of Building Plans
TEL: (631) 765-1802 Planning Board approval
FAX: (631) 765-9502 / Survey
SoutholdTown.NorthFork.net PERMIT NO. Check
Septic Form
N.Y.S.D.E.C.
Trustees
9 99 Flood Permit
Examined ( ��7,20 Storm-Water Assessment Form
Contact: ,1
Approved 12 11 Mail to:/Lj- ,e4 sC�/f✓ e1rZ
Disapproved a/c /
Phone: 7—J` - 4
Expiratio �J
AUG 2 4 2011 Building Inspector
AP LICATION FOR BUILDING PERMIT
BLDG.DEPT.
TOWN OF SOUTHOLD
Date ezl Z.3 , 20
INSTRUCTIONS
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 bf 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, hi 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.
(Signature of applicant or name,if a corporation)
(Mailing address of applicant)
State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder
Name of owner of premises. All l /v bw e'Vo
(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:
0 92�577 s1k(iAI,Z e,
House Number Street Hamlet
County Tax Map No. 1000 Section 0`f" Block l Lot l
Subdivision Filed Map No. Lot
2. State existing use and occupancy of premises and intended use and occupancy of p-�)p�osed construction:
a. Existing use and occupancy flIV G G Al;, '4-1 (L
b. Intended use and occupancy S4--11
3. Nature of work (check which applicable): New Building Addition Alteration_
Repair Removal Demolition Other Work
(Description)
4. Estimated Cost Fee
(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
6. If business, commercial or mixed occupancy, specify nature and extent of each type of use.
7. Dimensions of existing structures, if any: Front Rear -'' ; �' ` 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: Front Rear - - Depth
Height Number of Stories
Cc
f'v2 v.E1'
9. Size of lot: Front ear Depth
10. Date of Purchase Name of Former Owner
11. Zone or use district in which premises are situated /g�- 4-6
12. Does proposed construction violate any zoning law, ordinance or regulation? YES NOX
13. Will lot be re-graded? YES NO/Will excess fill be removed from premises? YES NO
.14. Names of Owner of premi es LONAN G(N 6 Address Phone No.
Name of Architect C /L T Z Address Phone No I
Name of Contractor Address Phone No.
15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES t/NO
* IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED.
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—k—
* IF YES, PROVIDE A COPY.
STATE OF NEW YORK) CONNIE D.BUNCH
Notary Public,State of New York
SS: No.01 BU'Ig186050
COUNTY OF ) Qualffled In Suffolk Countal
Commission Expires April 14.2.L))--
G being duly sworn, deposes and says that (s)he is the applicant
(Name of individual signing contract) above named,
(S)He is the !^i
(Contractor, Agent, Corporat 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.
Swop?}to before me th'
�t day of�l 20_L)
V_&-P.
Notary`Public Signature Ypplicant
Town of Southold.
J '
g Erosion, Sedimentation & Storm-Water Run-off ASSESSMENT FORM.
PROPERTY LOCATION: S.C.T-DA#' THE FOLLOWING ACTIONS MAY REQUIRE THE SUBMISSION OF A
f' ( �}_3 /_S STORM-WATER,GRADING,DRA NAGS AND EROSION C NTROL PLAN
ems eTei— "la o3 CERTIFIED BY A DESIGN PROFESSIO AL IN THE STATE OF NEW YORK.
SCOPE OF WORK - PROPOSED CONSTRUCTION ITEM# / WORKASSESSMENI' Yes No
a. What is the Total Area of the Project parceb?
(Include Total Area of all Parcels located within Will this Project Retain Ad Stttrm-Water Run-Offthe Scope of Work for Proposed Conshiction) Generated by a Two(2 j Inch Its mall,on Site?
b.. What is the Total Area of Land Clearing (sE-(AC s) (hl$•it m will include all jrurrotf created by site A
andfoclearing and/or construction activides.as wed as all — D
construction
ction a Dishirbartce for the proposed ZSQ6s Site Improvements and the permanent creation of
construcFon activit)R
($F class) impervious surfaces.)
• .
PROVIDE BRTIEF moxcP Di saairiim m-w.Addtlgrnl as Needed) 2 Does the Site Plan aril/or Survey Show A8 Proposed
Drainage Structures Indicating Size&Location?This
Item-shall include all Proposed Grade Changes and ' .
AZO&V moo, C Cf f J o0ue7. • Slopes Controlling Surface Water Flow.
Off 3 Does the Site Plan and/or Survey describe the erosion
and sediment control practices that will be used to 1
control Ole erosion and storm water discharges. This
item must be maintained throughout the Entire
Construction Period.
4 Will I*Project Require any Land Filling,Grading or �
Excavation.where there Is a change to the Natural
Existing Grade Involving more than 200 Cubic Yards
of Material within any Parcel?
5 Will this Application Require Land Disturbing Activities Encompassing an Area in Excess of Five Thousand El L /
—
(5,000 S.F.)Square Feet of Ground Surface?
6 Is there a Natural Water Course Running through the
Site? Is this Project within the Trustees jurisdiction r
General DEC SWPPP Requirements: or within One Hundred(10(r)feet of a Welland or-
Submission of a SWPPP is required for all Construction activities Involving Sol Beach?
disturbances of one(1)or more acres;including disturbances of less than one acre that part of a larger.com a 7 Will there,be Site preparation on Existing Grade Slopes f re common plan that will ultimates disturb one or more acres of land; which Exceed Fifteen(15)feet of Vertical Rise to
including Construction activities involving soil disturbances of less than one(1)acre where i
the DEC has determined that a SPDES permit Is required for storm water discharges. One Hundred(100')of Horizontal Distance? F-1r
(SWPPP's Shall meet the Minimum Requirements of the SPDES General Permit 8 Will Driveways,Parking Areas or other Impervious
for Storm Water Discharges from Construction activity-Permit No.GP•0-40+001.) Surfaces be Sloped to Direct Stomp-Water Run-Off
1.The SWPPP shag be prepared prior to the submittal of the NOI.The NOI shag be into and/or in the direction of a Town tight-of-way?submitted to the Department prior to the comrnencementof construction activity.
Z.The SWPPP shag describe the erosion and sediment eonbd practices and where g Will this Project Require the Placement of'Material,
required,post-consbucdon storm water management practices that will be used and►or Removal Of Vegetation-and/or the Constructoni of any ✓ j constructed to reduce the pollutants in storm water discharges and to assure Item Within the Town Right o�Way or Road Shoulder
compllarce with the terms and conditions of this pema'L In bdddfon,the SWPPP:shall Area?Inc►i ItemwTow IrRigh tM Right-of-Way
R —
identily.potenIM sources bf poR07 which may reasonably be expected to affect the y Awm•)
quardy of storm water discharges. NOTE: If Any Answer to Questlons.One through Nine is Answered with a Check Mark
3.All SWPPPs that require the post-construction storm water management practice in a Box and the construction silt disturbance is between 5r000•SF.&1 Agra in area, i
component shall be prepared by a qualified Design Professional Licensed in New York a Slorm Wate,Grading,Drainage&Erosion Control Plan is Required by the Town of f
that Is knowledgeable in the principles and practices of Storm Water Management Southold and Must be Submitted for Review Prior to Issuance*(Any Building Permit.
(NOTE A Chedk Mark(.1)audit Answer/preach question is Required for a Complete AWicarm)
SI'A1-E OF NEW YORK,
COUN71T OF ............SS
17iat I, .:!. .1... l�:.lC ..SJ - Z;-being duly swom,deposes and says t
me 0f tniirrvNi uai signing Doammrmermt) ys that h 14lLhVa M WO YQermit, i
And that he/she is ................................ 2 r Notary PubBe,State of N York
the 01 BU�185050
"(orviie'Cori .•. :Agerd. .........Qualified Irit10•l(C'Cbtirtty
Owner and/or representative of the Owner or Owners,and is duly authorized to perforrg0r1WlV1R gR1&sati�woo lLManid
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 wdrk,will be performed in the manner set forth in the application filed herewith.
Sworn to before Nae this; r i
Notary Public: ....L ?.I.�!`� ......�_ i .... ........ ................ ....
(Signs of A 'cant)
FORM - 06/10
SO!/r�olo
Town Hall Annex Telephone(631)765-1802
54375 Main Road Fax(631)765-9502
P.O.Box 1179
Southold,NY 11971-0959 �l • a0
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
November 7, 2012
8925 Bay Ave LLC
3 Sun Have Lane IMA
Commack, NY 11725
TO WHOM IT MAY CONCERN:
The Following Items Are Needed To Complete Your Certificate of Occupancy:
Application for Certificate of Occupancy. (Enclosed)
Electrical Underwriters Certificate. (contact your electrician)
A fee of$50.00.
Final Health Department Approval.
Plumbers Solder Certificate. (All permits involving plumbing after 4/1/84)
Trustees Certificate of Compliance. (Town Trustees#765-1892)
Final Planning Board Approval. (Planning#765-1938)
Final Fire Inspection from Fire Marshall.
Final Landmark Preservation approval.
BUILDING PERMIT: 36684— Front and Rear Porches and Alterations to
Sunroom
SURVEY OF PROPERTY
AT PECONIC
TOWN OF SOUTHOLD
N SUFFOLK COUNTY, N.Y.
1000-104-03-15
SCALE.- 1'— 50'
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CERTIFIED TO BA y A
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THE KELSEY COMPANY J � .
CONESTOGA TITLE INSURANCE' COMPANY
AREA = 201270 SO.FT. or P CONIC SU
ANY ALTERA17ON OR ADDITION TO THIS SURWY IS A NOLAAON 1 (631) 765-5020-FA (6.��"765-1797
OF S£C77ON 7209OF THE NEW YORK STATE EDUCATION LAW. P.O. BOX 909
EXCEPT AS PER SEC77ON 7209—SUBDIW90N 2. ALL CERRRCAT)OWS 4.6205 A CRES (TO TIE LINES) 1230 TRAVELER STREET
HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF 11-103
SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR SOUTHOLD, N.Y. 11971
*HOSE VGNA7URE APPEARS HEREON.
REVISIONS:
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FOLLOWING INSPECTIONS °-'
1. FOUNDATION -TWO REQUIRED
. . FOR POURED CONCRETE
2 ROUGH-FRAMING.PLU".16'"JG.
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3. INSULATIION W
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ALH-,
August 09,2011
SHEET NUMBER:
A-3
REVISIONS:
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August 09,2011
s k x� yy SHEET NUMBER:
-4Zs, A�4
REVISIONS:
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JOB#:
< .a August 09,2011
p'' SHEET NUMBER:
REVISIONS:
10'-10"
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JOB#:
August 09,2011
.xr -+- .,•� � SHEET NUMBER:
A-6
REVISIONS:
( I � � I I !! ® I � �� I I O JJ /� //' J !r !• !'! /` / // i/ � / li`i ri' // " / // / / / / i/ //' //i///
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wood SCREWS W j
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AND NUTS 62,-0•OC.
TYPICAL MULTIPLE OPENINGS
(MORE THAN 4'-OX8'-0"OPENING)
WIND-BORNE DEI3RIS PROTECTION FOR WOOD STRUCTURAL PANEL r����•A
AS PER TABLE 1609.1.4,N.Y.S.RES,CODE:ALTERNATIVE FOR OPENING PROTECTION(IF NOT USING IMPACT GLAZING)
WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRWCRIRAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16"
AND MAXIMUM PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE-AND TWO-STORY BUILDINGS.PANELS SHALL BE PRECUT TO
COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED.(REEFER TO SECTION 1609.1.4,1609.6.5 AND TABLE 1609.1.4 OF N.Y.S.RESIDENTIAL
CONSTRUCTION CODE).THIS IS NOT A SUBSTITUTION FOR DESIGN-PRESSWRE.ALL OPENINGS MUST HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE.
ALL PANELS MUST BE CUT TO SIZE AND READY TO USE ON ANY NEW WIND)OWS AND DOORS.SHUTTERS MUST BE MARKED FOR WHAT OPENING IT IS TO COVER.
HARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION.
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�' e' e'er•' OGEE GUTTER- STANDARD 5"
"a v•� e•v• — _ _ — 24"X24"X12" NOTES;
SECTION A—A CONC.FTG. CONC. FTG. 1).EXECUTION:
CONC.FTG. '1 A).DO NOT BEGIN INSTALLATION UNTIL SUBSTRATES HAVE BEEN PROPERLY PREPARED.
_ SECTION B-B
1 d 1 2).PREPARATION:
SCALE■ 1/4" "" 1 I A).CLEAN SURFACE THOROUGHLY PRIOR TO INSTALLATION.
� B). PREPARE SURFACES USING METHODS RECOMMENDED BY THE MANUFACTURE FORACHI �
SCALE■ 1/4" 1 I PAINTCO CEALED METAL SURFACES AND SURFNG THE BEST RESULTS FOR THE ACES IN CONTACT TE UNDER THE PROJECT
DISSIMILAR
CONDITIONS. �'
�'f' METALS WITH PROTECTIVE BACKING PAINT. ✓ ,. {'� �I
C yb f
"TT66 e.r
3.INSTALLATION:
A).PERFORM WORK IN ACCORDANCE WITH CDA HANDBOOK AND THE DRAWINGS.
1).GUTTER TO BE PITCHED TOWARDS LEADER I"TO 2"FOR EVERY 40'OF RUN. g. �M Y •'r
�
2).SHEET METAL)OIN LENGTHS WITH WATERTIGHT JOINTS. " +a).���+G +. }^
s f x s DRAWN: MH/MS
a).COPPER/LEAD:FLASH AND SOLDER GUTTERS TO DOWNSPOUTS AND r +�'#';;•:�;�4�� ;�
ACCESSORIES. 'd 7)y 4 SCALE:
B).ALUMINUM:RIVET AND CAULK WITH A BUTYL SEALANT SLIP]DINT K s4 R°
CONNECTORS.; 1.,; JO$#;
3).CONNECT DOWNSPOUTS TO STORM SEWER SYSTEM AS INDICATED.SEAL
coNNEcr1DN WATERTIGHT. DRY WELLS TO BE 10'MIN. l ' August 09,2011
4).PROTECTION:
AWAY FROM HOUSE ": 'f STTEET NUMBER;
't r.� s..-•;- ,�r
A).PROTECT INSTALLED PRODUCTS UNTIL COMPLETION OF PROJECT.
B).TOUCH-UP,REPAIR OR REPLACE DAMAGED PRODUCTS BEFORE SUBSTANTIAL O r
COMPLETION. 0
O 0 'o D
REVISIONS:
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 STUDS
ENDWALL RAFTER WALL STUD i
u C CRIPPLE STUD
BOTTOM PLATE
o
RIDGE '
HEADER LEDGER BATHTUB
DOUBLE JOIST
SIDEWALL. ------(i;;:;
RAFTER
JACK STUDS
FLOOR USP NUMBER DIESCRIPTION APPLICATION
1ST. ADS5 H(OLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS
ANCHOR TO FOUNDATION W/ ANCHOR BOLTS
CONNECT TO 1 SIDE OF ALL CORNERS ON BATH / SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT
HOLD DOWN BOTH CONNECT
PLATE OF 2ND FLOOR AND TOP 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 ANCHOR PLATES OF 1ST. FLOOR. CONNECT THROUGH ALL OPENINGS LSTA12 1-1/4"x12" 20ga. STRAP APPLY TO EACH JACK STUD ROOF LSTA24 1-1/4"x24" 20ga. STRAP APPLY OVER RIDGE TO EACH RAFTE 2x6-2x8 LS26 18ga. SLOPE HANGER PPLY TO EACH RAFTER / LEDGER FOR JOIISTJOISTNOIRECTION T DIRECTLY UNDERJPARALLELI WALLSDER , PROVIDE
HE FLOORS TO EACH OTHER W THREADED ROD. ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD BLOCKING @24"OC
/ 2X10 LS210 18ga. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER Two
WALL STUD V 1
THROUGH-ROOF EXHAUST
/ VENTS SELECTED AND O
LOCATED BY CONTRACTOR
METAL STRAP Q
CRICKET AT TOP-SIDE OF VENTILATION CHANNEL
RIM BOARD CHIMNEY AS REQUIRED Z
RAFTER
E-
SILL PLATE(S) ' WALL SHEATHING RAFTERS MAINTAIN U
SIDEWALL FLASHING VENTILATION WOOD JOIST o
FOUNDATION , TOP PLATE BLOCKING
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FINISH WALL AND MOISTURE 2x4 LEDGER BLOCKING
O
STAPPIING TO BE ATTACHED TO WALL STUDS ®48"OC BARRIER TO LAP FLASHING tr IV ; 2x4 SOFFIT JOIST U
AT WALL -- MAINTAIN GAP ATTIC SHALL BE PROVIDED WITH A
AND ALL WINDOW/DOOR OPENING JACK STUDS FASCIA
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" � .'� SHALL BE COVERED WITH CORROSION- ONTIN. SCREENED VENT h'+y
4" - 8" L5TA24 1-1/4"x24" 20gO. STRAP AND JACK STUUDSDS '� RESISTANT METAL MESH WITH MESH CONTIN. SOFFIT / EXT. PLYWOOD
ON ALL OPENINGS PROVIDE HEMMED EDGE AT OPENINGS OF 1/4 INCH IN DIMENSION.
INSTALL 4'0" O.C. FLASHING TO FORM CHANNEL LOCATION USP NUMBER DESCRIPITION APPLICATION SOFFITED EAVE
8" - 14" LSTA30 1-1/4"x3O" 18gO. STRAP AND JACK STUDS AND SO AS TO MAINTAIN AIR
GAP TO PREVENT CAPILLARY " " CONNECT TO
ON ALL OPENINGS / ��„ ACTION 4 - 6 RAFTER RT10 10-3/4" x 18ga. T"YDOWN ANCHOR EACH RAFTER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND
INSTALL 4'0" 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 21-1/8" x 20ga. T"YDOWN ANCHOR pCH RAFTER SOFFITED EAVE DETAIL
ON ALL OPENINGS ,'� KEEP ROOFING NAILS OUT
2ND. FLOOR WALL OF FLASHING
ROOFING LAPS BASE
FLASHING 4 INCHES
00
RAFTER RIDGE CAP OF SAME rZ
BASE FLASHING WRAPS CORNERS,
EXTENDS UNDER SHINGLES AT MATERIAL AS ROOFING W
SIDES 4 INCHES AND LAPS NAILED TO SHEATHING Z SHINGLES AT BASE MIN. 4 INCHES THROUGH VENT
O � W
WOOD JOIST
oe
TOP PLATE •r-1 � `x
GIRDER/HEADER (U-+
SIDE WALL FLASHING cV �:)
1ST. FLOOR WALL WOOD JOIST
cc U
STAPPING TO BE ATTACHED TO WALL STUDS @48"OC
AND ALL WINDOW/DOOR OPENING JACK STUDS METAL FLASHING AT ALL EAVES, SIDEWALLS, WALL STUD
00
FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION AND RAKES -- PROVIDE HEMMED EDGES SO RAFTERS O
AS TO FORM DRAINAGE CHANNELS AND
INSTALL 4'0" O.C. PREVENT CAPILLARY ACTION
4" - 8" LSTA36 1-1/4"x36" 18ga. STRAP AND JACK STUDS LOCATION USP NUMBER DESCRIPTION APPLICATION PRE-MANUFACTURED KEEP SHEATHING MIN. 1-1/2"
ON ALL OPENINGS RIDGE VENT FOLDS / ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH
CONNECT EACH FRCM PEAK TO ALLOW FREE THE PROPER STEEL CONNECTOR.
INSTALL 4'0" O.C. RAFTER/PLATE RT15 TYDOWN ANCHOR RAFTER TO PLATE OVER RIDGE TO AIR PASSAGE IF ABLE, SET FIR JOISTS APROX. 1/2" HIGHER THAN LVL HEADERS
8" - 16" MSTA48 1-1/4"x48" 16ga. STRAP AND JACK STUDS CONFORM TO SLOPE TO ALLOW FOR SHRINKAGE. REDUCE BUMP OUTS
ON ALL OPENINGS PLATE/WALL SPTH4 STUD PLATE ANCHOR CONNECT OVER OF ROOF
PLATES TO EACH STUD
0
DBL. SILL PLATE
TERMITE SHIELD i SUB FLOOR
SILL GASKET WOOD JOISTS cn m
NEOPRENE x
CONC. SLAB '�� o � �
TYP. CONC. FOUNDATION GASKET ' ' 2x6 /2x8 CONTINUOUS WOOD PLATE ca a, cn o
DAMPPROOF EXTERIOR A 6 MIL. POLY V " � "
�, GRANULAR FILL . ., I BOLTED TO STEEL BEAM WITH O x o
6MIL POLY ON EXTERIOR , , p, ��� cz
y
V STEEL COLUMN I ,'a ,` ; 1/2 " DIA. BOLTS @ 48" O.C. STAG.
•a ^ • d ° d �, T ROOF JACK �� `�` ' „ u �✓ cu
Z [
r ° ^ CONC. SLAB 'p `•, ° I STEEL B EAM
e C COMPACT FILL ^ `, 4" x 1/4" x 8" STEEL u
` TOP AND BOTTOM PLATE u) U r'
e p ° ROOFING LAPS c*�
KEYWAY FOOTING o /� ° d ° '� FLASHING AT WITH 1/2" x 6" ANCHOR BOLT a U'
C'p ° p 00
CONC. FTG. 'p Q`p G °' USE WITH 3x3 SQUARE WASHERS SIDES AND TOP � 1/2" GROUT CA G a
Ir- n o. ° : ^ ; O ANCHOR BOLT CONNECTION ` ` 1 W
� (USP LBPS58 OR BP583)
p REINFORCING BAR I I 3" STEEL COLUMN
DRAIN TILE + p r ANCHOR BOLT CONNECTION FOUNDATION 5/8" DIA. ANCHOR BOLT I I I
SUPPORTfING MAXIMUM SPACING FLASHING LAPS ( 10 KIPS )
SILL PLATE TO FOUNDATION 1 STORY 72° OC ROOFING AT BOTTOM
CRAWL SPACE OR FOUNDATION
TYPICAL BEAM DETAIL �
TYPICAL CONC. FOUNDATION. APPLY PILASTERS SILL PLATE TO FOUNDATION MIN. 3" STEEL COLUMN ANCHORED TO 24"x24"x12" CONC. FTG. CRAWL SPACE OR FOUNDATION 2 STORIIES 36" OC STEEL / BOTTOM BEARING
WHERE NEEDED FOR STRUCTURAL BRACING.
ALL BOTTOM PLATE TO FOUNDATION 1-2 STO)RIES 57" OC O
SLAB-ON-GRADE ROOF JACKS & VENTS DETAIL
Cl�
SUB FLOOR
CONC. SLAB
6X6 10/10 WWM II DOOR FRAME
GARAGE JOIST
COMPACT FILL DOOR I
USE 2X8 STEEL BEAM
FOR BLOCKOUT
4" SLABi
W/ 6X6 WMM I I SLOPE
P.T. PLATE V
• `. \
4-DRIVEWAY - NOTCH JOIST AND ADJUST HEIGHT
1/2" AIR SPACE �� < < < ° (WITH A NAILING PLATE IF NEEDED)
Q.' AT END AND �• " ° ° n ° :< °° , ° TO BE APROX. 1/2" OR HIGHER THAN
y;•p ES OF WOOD ,p , •4 STEEL BEAM TO ALLOW FOR SHRINKAGE
G AIDE 14 'oa n"'_"<<""_"� e Q e Q 4 a ���.� BEAMS I��° D O °e ° ° (PROVIDE STRAPPING TO KEEP JOISTS ALIGNED)
,• 6X6 W.W.M. ••e - - e - - -•ye - -. �, ° ='11 d O p -_ _
MIN. ° ,°'�D -° ° D '^ d�', d�'� d /�1, e NOTCH BEAM FOR MUDSIILL IF REQUIRED -- MAXIMUM .Ll p p o 11-III SUB FLOOR
'►� d r REINFORCING BAR _ ° NOTCH EQUALS 1/4 DEPTH OF BEAM I p p' ° " °°
4 D •A REINFORCING BAR c ° �II ° O °'� �D ��-�I OIST
DRAIN TILE
12" •° s• SHEET METAL / 30# FELT UNDER BEAM AT POINT ° 6'A STEEL BEAM ,...yam rc%
e' OF CONTACT WITH CONCRETE OR CONC. BLOCK Ii-ii�111 it- I-iTi 11 ,3 t.k+ AIQ
e•! 3" PLATE (BOLTED TO BE,
TYPICAL CONC. MONOLITHIC FOUNDATION. REINFORCE WITH (2) #4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. cA SHIMS TO LEVEL BEAM bs - �
REINFORCE FOOTING WITH (2) #4 REINFORCING BARS. DRAWN: MH/MS
3" MINIMUM BEARING SURFACE FOR WOOD BEAM GARAGE DOOR BLOCKOUT
,� •r ,+y SCALE: 1/4"=1'-O"
BEAM POCKET 'r , ► $7;. JOB#:
August 04,2011
y
SHEET NUMBER:
A-8
REVISIONS:
XVIN" D LOAD P
USE THE FOLLOWING OR APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAMIMUM UPLIFT LOAD CAPACITY.
4"MAX.
jl&`IL- KING STUDS
4"DIA.MAXIMUM
RAFTER •" CRIPPLE STUD
CLIMATIC &GEOGRAPHIC DESIGN CRITERIA
GROUNC WIND SEISMIC FROST WINTER ICESHIELD FLOOD
LEDGER • • SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT HAZARDS
RIDGE HEADER LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED
45 lBS. 120 B SEVERE 3 FT. MODERATE SLIGHT TO 11 NONE -
_Z
• TO HEAVY MODERATE
RAFTER JACK STUDS
M
RAFTER-TO-LEDGER CONNECTION
LEDGER TO BE CONNECTED TO BLDG. USING 1/2"DIA. BOLTS 16"OC WITH WASHERS HEADER-TO-POST/STUD CONNECTION DECK AND COVERED PORCH NOTES:
RIDGE-TO-RAFTER CONNECTION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATIION LOCATION 1USPNUMB_ER1 DESCRIPTION APPLICATION 1). Unless otherwise noted,all framing material to be##1 ACQ pressure treated lumber.
STAIR.RAILING Ilk
LOCATION USP NUMBER DESCRIPTION APPLICATION F 2x6-2x8 LS26 18ga. SLOPE HANGER APPLY TO EACH RAFTER/LEDGER ALL OPENINGS LSTA12 1-1/4"x12"20ga. STRAP APPLY TO EACH JACK STUD All fasteners,hangers and anchors to be galvinized or stainless steel.
ROOF LSTA24 1-1/4"x24"20ga.STRAP I APPLY OVER RIDGE TO EACH RAFTER 2X10 I S210 18ga. SLOPE HANGER APPLY TO EACH RAFTER/LEDGER ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD 2).Girders for deck joists to be bolted or anchored to each post or pier with washers and nuts.
Girders on concrete piers shall be anchored with proper steel connectors anchored
1-1/2"SPACE into concrete with a minimum 1/2"dia x 7" long anchor bolt with washers and nuts.
MINIMUM 3). Posts supporting girders shall be anchored to a minimum 24N24N12"thick concrete
footing. Use a minimum 1/2"dia x 7"long anchor bolt with washers and nuts. Footings Shall ® W
HANDRAILS RAFTER be 3 ft. below grade. Q
RAFTER 4). Deck joists to have blocking at 8'0 o.c.. n
5). Flashing shall be installed between the building and ledger. Lapping up the sheathing E"
and over the ledger. Ledger to be fastened to building with 1/2"dia.bolts with washers
POST and nuts at 16"o.c.
TOP PLATE TOP PLATE •• 6). Concrete piers shall be a minimum 6"above grade. O Z
BALUSTERS
7).All joists to be supported with hangers and anchors. Each Joist shall also be anchored U
WALL STUD RIM/DECK JOIST o to girder(s). O
OPEN BALUSTEIR ATTACHED TO WALL WALL STUD
8). Covered Roofs shall be assembled and anchored the same manner as a typical building.
o F.+y
9). Use simpson hangers and anchors with Z-MAX tripple protective coating or equal
HANDRAIIL CONNECTION RAFTER TO PLATE/STUD CONNECTION for any contact with ACQ.
RAFTER TO PLATE/STUD CONNECTION LOCATION USA NUMBER DESCRIPTION APPLICATION
ALL HANDRAILS SHALL BE CONTINUOUS THE FULL LENGTH
OF THE STAIRS. HAN,lDGRIP PORTION OF ALL HANDRAILS LOCATION USP NUMBER DESCRIPTION APPLICATION CONNEfCT EACH
SHALL NOT BE LESS TfHAN 1-1/4"NOR MORE THAN 2" IN " CONNECT TO RAFTER/PLATE RT15 TYDOWN ANCHOR RAFTER TrO PLATE NAILING SCHEDULE
4 -6' RAFTER RT10 10-3/4"x 18ga.TYDOWN ANCHOR POST-TO-DECK CONNECTION
CROSS SECTIONAL DIIMENSION,OR THE SHAPE SHALL EACH RAFTER CONNECT OVER USE MIN. (2) 1/2" DIA. GALV. BOLTS WITH WASHERS AND NUTS
PROVIDE AN EQUIVALENT8"-12"RAFTER RT20 21-1/8"GRIPPING SURFACE x 20ga.TYDOWN ANCHOR
CONNECT TO PLATE/WALL SPTH4 STUD PLATE ANCHOR PLATES TO IEACH STUD ROOF SHEATHING:
EACH RAFTERNAIL JOINT DESCRIPTION QTY SPACING NOTES
STRUCTURAL PANEL gd AS PER TABLE 3.8
4"MAX. WFCM-SBC Q�
4"DIA. MAXIhMUM
GIRDER/HEADER 0O W
ROOF FRAMING: 1—Iw-i
GIRDER/HEADER W
Z ° ° ° JOINT DESCRIPTION NAIL NAIL CITY. SPACING
NOTES Q
� JOIST POST/COLUMN '° ° RAFTER TO 8 WALL: 3-8d COMMONEACH
° TOP PLATE 10'WALL:4-8d COMMON RAFTER TOE NAIL ¢ ;�
POST/COLUMN
CEILING JOIST 8'WALL: 3-8d COMMON EACH
TO TOP PLATE IU WALL: 4-8d COMMO JOIST TOE-NAIL Ct
rn U
CEILING JOIST TO AS PER TABLE 3.7 EACH FACE °O
GIRDER/HEADER PARALLEL RAFTER WFCM-SBC LAP NAIL O
CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE POST-TO-GIRDER/HEADER CONNECTION OVER PARTITION WFCM-SBC LAP NAIL 1.4
LOCATION USP NUMBER DESCRIPTION AIPPlICATION COLLAR TIE AS PER TABLE 3.4 EACH FACETO RAFTER WFCM-SBC END NAIL
DECK/PORCH RAILING SPLICED JOISTS OVER HEADER/GIRDER 4x4 SOLID COLUMN PBS44/PBSE44/KC44 POST CAP ANCHOR APPLY TO EACH COLUMN BLOCKING EACH TOE
LOCATION JUSPNUMBER1 DESCRIPTION APPLICATION
6x6 SOLID COLUMN PBS66/PBSE66/KC66 POST CAP ANCHOR APPLY'!I-O EACH COLUMN POST-TO-GIRDER/HEADER CONNECTION TO RAFTER 2 -8d COMMON END NAIL
JOIST TO GIRDER/HEADER RT10 TYDOWN ANCHOR CONNECT TO EACH JOIST HOLLOW COLUMN SIMPSON STRR1/2 H.C. ANCHOR APPLY lf0 EACH COLUMN USE MIN. (2) 1/2"DIA. GALV. BOLTS WITH WASHERS AND NUTS RIM BOARD 2 -16d COMMON EACH END
TO RAFTER END NAIL
0
N aj
a,
X U
o , " P STU WALL FRAMING: ca �' can Cp
BEARING PLATE o`
GIRDER QTY. SPACING U
JOINT DESCRIPTION NAIL NAIL NOTES '- x o 0
�• }� w � '�
TOP PLATE TO PER
Z V G
o ' • 2_16d COMMO FACE NAIL v
TOP PLATE FOOTto
o [
WOOD JOIST TOP PLATES AT 4 JOINTS FACE G °
° '• >� ' -16d COMMO
• • INTERSECTIONS EA. SIDE NAIL � _R, X
LEDGER "• .; STUD TO 24" FACE "=+
> 2- 16d COMMO '� U cn
o GIRDER/HEADER I1 CONCRETE PIER ' STUD O.C. NAIL d°` a to
HEADER TO 16"O.C. FACE N
WOOD JOIST • > HEADER 16d COMMON ALONG EDGES NAIL o ;4WOOD JOIST - >
•. ,' •. TOP OR BOTTOM 2-16d COMMO PER 2x4 STUD END P-
PLATE TO STUD 3-16d COMMO PER 2x6 STUD NAIL
L
FLUSH JOISTS WITH HEADER/GIRDER DOUBE 2x BOTTOM PLATE TO:FLOOR JOIST, BAND JOIST, 2-16d COMMO PER FACE NAIL
CEILING JOIST TO BILDG.CONNECTION ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH I (MINIMUM) END JOIST OR BLOCKING FOOT
I FOR HEADER, _HEADER/GIRDER-TO-POST CONNECTION
LEDGER TO BE CONNECTED TO BLDG. USING 1/2"DIA. BOLTS @16"OC WITH WASHERS THE PROPER STEEL CONNECTOR. I I OR BEAM �.W,
IF ABLE,SET FIR JOISTS APROX. 1/4"HIGHER THAN LVL HEADERS I LOCATION USP NUMBER I DESCRIPTION APPLICATION
TO ALLOW FOR SHRINKAGE.
REQU ROD I (2) BEAMS PAU44 OR WE44 POST/BEAM ANCHOR APPLY TO EACH PIE �
FOR STU I I (3) BEAMS PAU66 OR WE66 POST/BEAM ANCHOR APPLY TO EACH PIER 0
FLASHING TUCKED UNDER i DECK FRAMING: �
NAIL
TOP PIECE OF SIDING AND I I JOINT DESCRIPTION QTY SPACING NOTES o�
LAPPED OVER FIRST CONTIN. JOIST TO: PER TOE
N
PIECE OF SIDING BELOW THREADED ROD SILL,TOP PLATE OR GIRDER 4- 8d COMMONJOIST NAIL GG
BRIDGING EACH TOE Q
TO JOIST 2-8d COMMON END NAIL
1/2"DIA. LAG BOLTS W/WASHERS NW COUPLER NUT
CONNECTED TO BLDG. @16"OC BLOCKING EACH TOE
WOOD JOIST ENID N TO JOIST END NAIL tV/)
DISTANCE POST 2-Sd COMMON D
BLOCKING TO: EACH TOE
3•16d COMMON
BLOCKING � � SILL OR TOP PLATE BLOCK NAIL �
FLOOR FRAMING
MINIM M � s LEDGER STRIP 3-16d COMMO EACH FACE '�•�
."' `�'� o D TO BEAM JOIST NAIL
2x JOISTS . � �•° o+�o• ENrS ANCE 12"x12"x12" o
°
JOIST ON LEDGER PER TOE
•• ', � '$; CONCRETE FOOTING .. O 3 -8d COMMON
ST NAIL
BLOCKING FOR JOIST HANGER WOOD GIRDER BAND JOIST JPOEIR END
3-16d COMMO
LAG BOLTS '� ., � ° a'w:
RIM JOIST/BD. n TO JOIST 2•16d COMMO JOIST TOE NAIL t / 6 ,t
n HOLLOW COLUMN UPLIFT v v
BAND JOIST TO: PER , �
SIMPSON STRONG TIE MODEL STRRl/2 SILL OR TOP PLATE FOOT . r
° SPLICED JOISTS OVER HEADER/GIRDER INSTALL AS PER MANUFACTURE'S RECOMENDATIONS DECK POST FTG. CONNECTION
PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND LOCATION USP NUMBER DESCRIPTION APPLICATION 1"�; �. ' f' ti DRAWN: MH/MS
USE WITH RT10 TYDOWN ANCHORS r
;� SCALE: 1/4"=1'-0"
DECK/PORCH LEDGER CONNECTION 4X4 POST PAU44 OR WE44 POST/BEAM ANCHOR APPLY TO EACH FOOTING /
� .,�• ' JOB#•
6X6 POST PAU66 OR WE66 POST/BEAM ANCHOR APPLY TO EACH FOOTING +>
August 09,2011
SHEET NUMBER:
REVISIONS:
' NAILING SCHEDULE NYS CODE: 2010 EDITION PLAN CONTENTS:
Ci t I N WIND FRAMING NOTES
E S. 1). RIDGE-TO-RAFTER ASSEMBLY: ROOF FRAMING:: OCCUPANCY CLASSIFICATION R3 RESIDENTIAL
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
CONSTRUCTION NOTES. BUILDING HEIGHT (SEE PLANS)
in each end of the collar tie need not exceed the tabulated number of Sd nails in the strap. RAFTER TO 8'WALL:: 3-8d COMMON EACH TOE-NAIL
1). The information within thisTOP PLATE 10'WALL.: 4-8d COMMON RAFTER set of construction documents is related to basic design 2). RAFTER-TO-WALL ASSEMBLY: TOTAL SQ. FT. OF CONSTRUCTION (SEE PLANS)
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-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 TO TOP PLATE 10'WALL.: 4-8d COMMON JOIST PRESCRIPTIVE AS PER N.Y.S. RESIDENTIAL CONSTRUCTION CODE AND
State buildingcodes. The General Contractor is responsible for providing standard or trusses shall be attached to the wall to late and the wall to late shall be attached to CEILING JOIST TO AS PE-R TABLE 3.7 EACH FACE DESIGN CRITERIA
p p g P P p P CURRENT SBC HiGH WIND EDITION, WOOD FRAME CONSTRUCTION MANUAL
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 WIFCM - SBC LAP NAIL
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 FRAMING ELEMENTS AS PER FLOOR PLANS CROSS SECTION AND GENERAL NOTES
OVER PARTITION WIFCM - SBC LAP NAIL EXT. BALCONIES 60
2). The General Contractor is tresponsible 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 WIFCM - SBC END NAIL ATTICS w/o STORAGE 10
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
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 NAILGAURDRAILS ANY DIRECTION 200
TY
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 Q . NAIL NOTES
QTY. SPACING (DESIGNED FOR CAT.C)
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 W
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 COMMON PER FACE NAIL O
LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION O
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
5). Refer to the Window and [Door schedule for exterior openings. corners. TOP PLATES AT JOINTS FACE ROOF - FOUNDATION DETAIL PAGE & GENERAL NOTE PAGE
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 1 EXTERIOR SHEARWALL CONNECTIONS: STUD TO 24" FACE EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE
or exceeds manufacture's specifications and applicable codes. Type 1 exterior shear walls with a minimum of 7/16 inch wood structural panel on the exterior STUD 2 - 16d COMMONO.C. NAIL Sym.; W
attached with 8d common nails at 6" o.c. at the panel edges and 12" o.c. in the field, and FIRE PROTECTION
7). The General Contractor is to consult with the owner for all built-in items 1/2 inch sum wallboard on the interior attached with 5d cooler nails at 7" o.c. at panel HEADER TO 16" O.C. FACE SEE FLOOR PLANS O
gypsum p HEADER '16d COMMON ALONG EDGES NAIL SMOKE & CO2 DETECTORS
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
in table 3.15a-b. TOP OR BOTTOM 2 - 16d COMMON PER 2x4 STUD END TRUSS DESIGN N/A - STANDARD STICK FRAME CONSTRUCTION O
8). Wind load requirements shall be taken into account during construction. PLATE TO STUD 3 - 16d COMMON PER 2x6 STUD NAIL ENERGY CALCULATIONS RESCHECK
6). TYPE II EXTERIOR SHEARWALL CONNECTIONS: BOTTOM PLATE TO:
FOUNDATION NOTES: Type 11 exterior shearwalls shall meet the requirements of table 3.15a-b times the appropriate FLOOR JOIST, BAND JOIST, 2 - 16d COMMONPER FACE NAIL CLIMATIC & GEOGRAPHIC DESIGN CRITERIA a
1). The General Contractor an length adjustment factors in table 3.16. FOOT SEE NOTE: 1,2cd Mason to review plans, elevations, details and notes to END JOIST OR BLOCKING 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
7). INTERIOR SHEARWALL CONNECTIONS: FLOOR FRAMING. LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED HAZARDS
Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when
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
QTY. SPACING MODERATE SLIGHT TO
3). Provide 1/2" expansion joimt material between concrete stabs and abutting JOIST TO: PER TOE
4 - SdCOMMON
2.4.4.2 and 2.2.4 respectively. 20 CBS. 120 B SEVERE 3 FT. TO HEAVY MODERATE 11 NONE -concrete or masonry walls occluring in exterior or unheated interior areas. g), CONNECTIONS AROUND EXTERIOR WALL OPENINGS: SILL, TOP PLATE OR GIRDER JOIST NAIL ROOF SHEATHING REQUIREMENTS FOR WIND LOADS:
Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING 2 - 8d COMMON EACH TOE NAIL SPACING NAIL SPACING AT INTERMEDIATE
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 END NAIL SHEATHING LOCATION NOTES
be installed with #5 re-bar, 18"' long at 12" o.c.. Use approved epoxy for installation. 3 5 AT PANEL EDGES SUPPORTS IN THE PANEL FIELD
BLOCKING EACH TOE N
5). Unless otherwise noted, all! slabs on grade to be 2500 s.i.. Concrete to be 2 - 8d COMMON 4' PERIMETER EDGE ZONE 8d COMMON 6" O.0 8d COMMON 6" O.C. SEE NOTES: 1,3
g p• TO JOIST END NAIL @ @
poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing. Interior slabs 9}. CATHEDRAL CEILING ASSEMBLY: SEE NOTES: 1 ( BOTH FIELDS) ^$
o Where a ride 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.C. d COMMON @ 12" O.C. Q
to be minimum 3-1/2 inch thick. All fill to be compacted to 95 /o relative density with g 3 - 16d COMMON NOTE: 2 FOR PANEL FIELD
anchored on to of the beam or slope connectors shall be attached to each rafter-to-ride SILL OR TOP PLATE BLOCK NAIL
6 maximum lifts (layers). P P g
along the open ceiling part of the building. Connections to the ridge and wall shall be be LEDGER STRIP EACH FACEl
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 GABLE ENDWALL RAKE AND RAKE TRUSS 8d COMMON @ 4" O.C.O.0 Sd COMMON @ 4" O.C. SEE NOTES: l,3
JOIST NAIL J
8x16 cast iron foundation ventt for every 150 sq. ft. of area. NOTES
DECK AND COVERED PORCH NOTES: JOIST ON LEDGER 3 - 8d COMMON PER TOE •r-•i C)
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. U
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 ENDi F"
the below grade portion of exterior walls prior to backfillin . All fasteners, hangers and anchors to be alvinized or stainless steel. 3 - 16d COMMON
€, p p g g g 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, � 00 U
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: 2 - 16d COMMON PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used. E
Girders on concrete piers shall be anchored with proper steel connectors anchored SILL OR TOP PLATE FOOT SEE NOTE: 1 0
F RAM I N G NOTES " g ROOF HET 1 N� 2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49. M--i
into concrete with a minimum 1/2 dia x 7 Ion 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 QTY. SPACING 3 . Tabulated 4 inch o.c. nails spacing assumes sheathing to rafter/truss 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 grade. Porches with covered roofs shall have 12" dia. concrete piers for the girders. STRUCTURAL PANEL gd 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. WFCM - SBC WALL SHEATHING REQUIREMENTS FOR WIND LOADS:
Douglas Fir. 4). Deck joists to have blocking at 8'0 o.c..
CEILING SHEATHING: SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES
3). Floors,walls, ceilings and irafters to be spaced at 16 inches o.c. unless noted NAIL. NAIL AT PANEL EDGES SUPPORTS IN THE PANEL FIELD
g P 5). A minimum of 10 inch flashing shall be installed between the building and ledger. cv a,
otherwise. JOINT DESCRIPTION n, o
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 @ ]2" O.C. SEE NOTES: F 3 ( BOTH FIELDS)
where needed. GYPSUM 7" O.C. EDGE NOTE: 2 FOR PANEL FIELD x Un
4). Unless otherwise noted , all[ bearing wall headers to be (2) 2x10 #2 + $TR. Doug. Fir. WALLBOARD Sd COOLERS 10" O.C . FIELD INTERIOR ZONE 8d COMMON @ 6" O.0 8d COMMON @ 12" O.C. SEE NOTE: 3 p° °
Bearing wall headers to have (2) jack studs and (2) full length studs on each side of all 6). Concrete piers shall be a minimum 6" above grade. Q r-' x o
openings. LVL headers to have 3 jack studs and 2 full length studs on each side of
( )j ( ) g WALL SH EATHiN�G:
openings. Bearin wall window sills shall also have 2 window sill plates for 2x4 wall NOTES b z
g ( } P 7). All joists to be supported with hangers and anchors. Each Joist shall also be anchored openings between 41 and 6'01 and 2x6 wall openings between 511 and 8 9. Provide fire NAIL. NAIL o
to girder(s). JOINT DESCRIPTION THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. i4 r
and blocking;where applicable. QTY.. SPACING tz V m p,
8). Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL AS PER TABLE 3.9 1). For wall sheathingwithin 4 feet of the corners, the 4 foot edge zone attachment requirements shall
5). All flush beams/headers to be installed with heavy duty galvinized hangers and PANELS 8d COMIMO WFCM - SBC be used. g q a u
PLUMBING NOTES `�
anchors where applicable to alll connecting joists. 7/16" OSB 6d COMlMO 3" O.C. EDGE N
6). Double up floor joists under walls that run parallel to the floor joist and under bathtub . 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 4 r�
Floors to have ceramic the 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.
on plans.
WALLBOARD 5d COOLLERS 10" O.C . FIELD
2 . Verify septic stem with the Engineer for Suffolk Count Health Department approval. 3). For exterior panel siding, gafvinized box nails shall be permitted to be substituted for common nails.
7). Provide 2 - 1-3/4" thick miicrolams ( height to match floor joists) around stairwell and/o } �' p y g y p pP FLOOR SHEATHING:
other access openings unless otherwise noted (typical). NOTE:
3). If wall studs, plates or joists are cut out during installation for any plumbing related work, NAk1L NAIL W
provide adequate bracing and plates to protect and secure the structure. Verify with the JOINT DESCRIPTION CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY H
8). Dormers running up roof rafters are to be supported by double rafters on either side P q g P p Y QTl'. SPACING �
where applicable unless otherwise noted. state code and manufacture's recommendation for maximum hole size and spacing permitted. STRUCTURAL PANELS 6" O.C. EDGE EXISTING CONDITIONS. MINIMUM 3000# CAPACITY. U
HVAC SYSTEM NOTES 1" OR LESS 8d COm"MO 12" O.C. FIELD 00
9). Provide blocking/bridging; in floor joists at 8 0 o.c.. Use solid blocking in floor joists 1).PROVIDE 5/8"TYPE-X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. M
under all bearing walls.
NOTES• 2).USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ.
1). Mechanical subcontractor is responsible for adhearing to all applicable codes and safety 3).INSTALL 1-Cot DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR.
10). Provide insulation baffles at eave vents between rafters. Install draft blocking as requirements. THESE NOTES ARE ONLY TO BE REFERRED TO IF H
needed. 2). HVAC subcontractor is to fully coordinate all system data and requirements with the MENTIONED IN SCHEDULE NOTES ONLY.
11). Unless otherwise noted, all[ roofs and walls to have a minimum 1/2" thick, 4-ply Fir equipment supplier. 1). Nailing requirements are based on wall sheathing
CDX exterior sheathing grade plywood. Plywood to cover over plates and headers. as required by current NYs Residential code-conceaFIREBled
draft o REQUIRED
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 Fireblocking shall be provided to cut off all concealed draft openings(both vertical and horizontal) �
Contractor and owner for final review and approval. is nailed 3" on-center at the panel edge to obtain higher and to form an effective fire barrier between stories,and between a top story and the roof space.
12). Unless otherwise noted u!se 3/4" thick T&G PTS Fir or Advantech plywood subfloor Fireblocking shall be provided in wood-frame construction in the following locations. x
j ELECTRICAL NOTES: shear capacities, nailing requirements for structural �
adhered with PL400 adhesive and screwed to floor joists. Finished floor to be installed members shall be doubled, or alternate connectors, 1).In concealed spaces of stud walls and partitions,including furred spaces,at the ceiling and floor
over subfloor as per manufacture's instructions. such as shear plates, shall be usedl to maintain load path. levels.Concealed horizontal furred spaces shall also be fireblocked at intervals not exceeding 10
1). All electrical to be installed as per N.Y.S. Residential Construction Code. feet.Batts or blankets of mineral or glass fiber shall be allowed as fireblocking in walls constructed
13). All bathroom walls to have 1/2" thick moisture-resistant sheetrock. Garage walls and using parallel rows of studs or staggered studs.
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.
2). When wall sheathing is continuous over connected
members,the tabulated number of nails shall be permitted 2).At ail interconnections between concealed vertical and horizontal spaces such as occur at soffits,
to have regular 1/2" sheetrock.. All walls to be taped and finished. drop ceilings and cove ceilings. "
to be reduced toll - 16d nail per f000t. �'* A RC"
3). Install Smoke detectors and Carbon Monoxide detectors throughout as required by current P �A � C t
14). All roof with a pitch less tihan 4:12 shall be installed with an Ice &Water barrier or N.Y.S. Residential Construction Code. 3).In concealed spaces between stair stringers at the top and bottom of the run.Enclosed spaces
under stairs shall comply with current N.Y.S.Residential Code.
approved equal. Flat roofs shiall be applied with a Fiberglas base sheet with an EPDM s � ' ,► ' «` ` �. 3
4).At openings around vents,pipes and ducts at ceiling and floor level,to resist the free passage of
torch down type material over.. DRAWN: MII/Ms
flame and products of combustion. s � .,� ;._ t,°•, k.
SCALE: 1/4"=V-0"
16). All sill plates and wood !in contact with concrete to be pressure treated. Sill plates to
5).For the fireblocking of chimneys and fireplaces,as required by current N.Y.S.Residential Code. t ',.< `' r JOB#:
�= •
be installed with a foam sill gasket and cop-r-tex termite shield or approved equal. August 09,2011
r SHEET NUMBER: