HomeMy WebLinkAbout43831-Z PZM
gtlFFat CpGd Town of Southold 7/29/2021
a P.O.Box 1179
o _ 53095 Main Rd
Southold,New York 11971
CERTIFICATE OF OCCUPANCY
No: 42205 Date: 7/29/2021
THIS CERTIFIES that the building AS BUILT ALTERATION
Location of Property: 7185 Great Peconic Bay Blvd.,Laurel
SCTM#: 473889 Sec/Block/Lot: 126.40-12.1
Subdivision: Filed Map No. Lot No.
conforms substantially to the Application for Building Permit heretofore filed in this office dated
1/6/2017 pursuant to which Building Permit No. 43831 dated 6/5/2019
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:
"as built"complete new roof rafter system as applied for.
The certificate is issued to 27 Bay Ave LLC
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL
ELECTRICAL CERTIFICATE NO.
PLUMBERS CERTIFICATION DATED
At 'z d ignature
--�' _`t-`� TOWN OF SOUTHOLD
FFOj�-co ,
ay BUILDING DEPARTMENT
TOWN CLERK'S OFFICE
y • ��fi 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#: 43831 Date: 6/5/2019
Permission is hereby granted to:
27 Bay Ave LLC
PO BOX 609
Shirley, NY 11967
To: Legalize "as built" alterations to an existing single family dwelling as applied for.
Replaces BP#41683
At premises located at:
7185 Great Peconic Bay Blvd., Laurel
SCTM #473889
Sec/Block/Lot# 126.-10-12.1
Pursuant to application dated 6/5/2019 and approved by the Building Inspector.
To expire on 12/4/2020.
Fees:
PERMIT RENEWAL $224.50
Total: $224.50
Building Insp or-
�g�FFoc�c TOWN OF SOUTHOLD
BUILDING DEPARTMENT
y 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#: 41683 Date: 5/31/2017
Permission is hereby granted to:
27 Bay Ave LLC
47 Argyle Dr
Shirley, NY 11967
To: legalize "as built" alterations to an existing single family dwelling as applied for.
At premises located at:
7185 Great Peconic Bay Blvd., Laurel
SCTM # 473889
Sec/Block/Lot# 126.-10-12.1
Pursuant to application dated 5/24/2017 and approved by the Building Inspector.
To expire on 11/30/2018.
Fees:
AS BUILT - SINGLE FAMILY ADDITION/ALTERATION $400.00
CO -ALTERATION TO DWELLING $50.00
$450.00
dL
Building I Inspector
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 Iess 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- $100.00
3. Copy of Certificate of Occupancy-$.25
4. Updated Certificate of Occupancy- $50.00
5. Temporary Certificate of Od'cupancy-Residential$15.00,Commercial$15.00
Dat �hy))
New Constriction: Old or Pre-existing Building: (check one)
Location of Property: (,YJ
House No. StreU
Hamlet
Owner or Owners of Property: CC, lel/ Ce
` Suffolk County Tax Map No 1000, Section It Block O Lot
Subdivision Filed Map. Lot:
Permit No.�Q Date of Permit. Applicant:
Health Dept.Approval: Underwriters Approval:
.Planning Board Approval:
Request for: Temporary Certificate Final Certificate: (check one)
Fee Submitted:$
pp -cant gnature
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TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] INSULATION
[1!'] FR_ AMIING / STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
REMARKS: 1wlf l Goy g - U)
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DATE 6""y- INSPECTOR
�OE'SOUIy
UOUM'10c�
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] INSULATION
[ ] FRAMING / STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELE RICAL (FINAL)
REMARKS: `�
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DATE �� � INSPECTOR
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TOWN OF'SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION,
[ ] FOUNDATION 1ST [ ] ROUGH PLEIG.
[ ] OUNDATION 2ND [ ] INSULATION
FRAMING / STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
REMARKS: fftm,
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DATE !3 INSPECTOR
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TOWN OF SOUTHOLD BUILDING DEPT.
�`�couNty 765-1802
INSPECTION
[ ] FOUNDATION IST [ ] ROUGH PL13G.
[ ] FOUNDATION 2ND [_ ] SULATION/CAULKING
[ ] FRAMING /STRAPPING [Vi FINAL A Lot 4pl-* 4x/
11
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFE Y INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] PRE C/O
REMARKS:
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DATE y 1 Y INSPECTOR
OF SOUTyo{o
# # TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
[ ] FOUNDATION 1 ST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] NSULATION/CAULKING
[ ] FRAMING/STRAPPING [ FINAL
[ ] FIREPLACE & CHIMNEY= j ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] PRE C/O
REMARKS:
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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 119714 5 is of Building Plans
TEL: (631) 765-1802 anning Board approval
FAX: (631) 765-9502 ---Survey
SoutholdTown.NorthFork.net PERMIT NO. Check
Septic Form ,
N.Y.S.O.E.C.
ustees
drCO.
D F Application
Flood Permit
Examined ,20 mangle&Separate
JAN 6 2017 �rm-water Assessment Form
Contact: f�
Approved ,20 BUILDING DEPT. I`'I
Disapproved a/c TOWN OF SOUTHoLD
7PIPhoneOH 9-2—f2-91
Expiration ,20Ph
Buil i n pector
APPLICATION FOR BUILDING PERMIT
Date , 20L–�—
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 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.
(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 (',�}� a up, ,
(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—V I
House Number Street ; r amlet
County Tax Map No. 1000 Section Z(9 Block' I Lot 1 Z • D
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
b. Intended use and occupancy
3. Nature of work(check which applicable):New Building Addition Alteration
Repair Removal Demolition ther Wor — Co 6,f C&
t 7,"1, fY" (Description)
4. Estimated Cost ' I`r pFe ''�-� ` ' �'1
�J I (To b" kl on filing this application)
5. If dwelling, number of dwelling units ``�Namber(of dwelli� g'tlnits#oneach floor
If garage, number of cars
6. If business, commercial or mixed occupancy, specify na?uf6 and'extdWbf each►type of use.
41.: ,"s.ki�bWa�;
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
9. Size of lot: Front Rear Depth
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 1--'13. Will lot be re-graded? YES NO Will excess fill be removed from premises?YES NO_L Z
14.Names of Owner of premises Address Phone No.
Name of Architect Address Phone No
Name of Contractor 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 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 V
* IF YES, PROVIDE A COPY.
STATE OF NEW YORK)
COUNTY OF":
Sand C- Pa a being duly sworn, deposes and says that(s)he is the applicant
(Name of individual signiP4 sign' contract) above named,
(S)He is the Dwlle 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
+y' day of 20_[7_
X Pa-
Notary Pub is TRACEY L. D Signature of Applican
NOTARY PUBLIC,STATE OF NEW YORK
NO.01 DW6306900
QUALIFIED IN SUFFOLK COUNTY
COMMISSION EXPIRES JUNE 30,2A/3
BOARD MEMBERS 5 Southold Town Hall
Leslie Kanes Weisman,Chairperson 0���� $UU�yOI 53095 Main Road- P.O. Box 1179
O Southold,NY 11971-0959
Patricia Acampora � � Office Location:
Eric Dantes 042 Town Annex/First Floor,
Robert Lehnert,Jr. � • �O� 54375 Main Road(at Youngs Avenue)
Nicholas Planamento ��yCOUNTYSouthold,NY 11971
S � n ,
gEn`�'J `� http://southoIdtownny.gov
D ��// D
ZONING BOARD OF APPEALS
JUL 2 8 2021 TOWN OF SOUTHOLD
Tel.(631)765-1809 -Fax(631)765-9064
July 15, 2021
tMDING DEPT-
S anjaOLtyr�in F 501-'a` IOLD
7185 Peconic Bay Blvd,
Laurel-NY 11948
RE: Appeal#7057, Sandra Pagano/27 Bay Avenue LLC
7185 Great Peconic Bay Boulevard, Laurel
SCTM No. -1000-126-10-12.1
Dear Ms. Lynn;
The following resolution was adopted by the Zoning Board of Appeals on July 15, 2021:
WHEREAS, the Town of Southold Zoning Board of Appeals ("the Board") has received a written
request for an extension of variance relief from the applicant on File No. 7057, Sandra Pagano/27 Bay
Avenue, LLC, 7185 Great'Peconic Bay Boulevard, Laurel, more-particularly known as SCTM No.
100,0-126-10-12.1;
WHEREAS,the Board notes, and the applicant acknowledges, that the request for an extension has
been made after the date on which the variance expired, and;
WHEREAS, Section 280-146 (B) requires that a written request for an extension be made prior to
the expiration of the variance, and;
WHEREAS, the applicant has requested that he/she not be required to reapply for the expired
variance relief on various grounds, including but not limited to: the completion of the project, the
recent expiration of the variance, and a delay caused by a shutdown of construction due to the
COVID-19 pandemic, and;
WHEREAS, the Board, pursuant to Section 280-146 (B)has the power to vary any regulation
contained in Chapter 280 so'that the spirit of the chapter is observed, public safety and welfare
preserved and that substantial justice is done, including the requirement that a written request for an
extension must be provided prior to expiration of the variance, and;
s
Resolution—Pagano - Extension
SCTM No. 126-10-12.1
Page 2
WHEREAS, the Board has determined that based upon the factors set forth by the applicant as cited
above, that in this instance it is necessary for the Board to vary the requirement that a written request
for an extension be made prior to the expiration of a variance, therefore be it;
RESOLVED,the Board with regard to the request for an extension of the variance granted in File
No. 7057 elects to vary the requirement that a written request must be made prior to the expiration of
the variance, and be it further;
RESOLVED, the Board hereby grants a sixty (60) day extension of the variance relief granted in
File No. 7057, from this date, to expire on September 13, 2021.
Please contact our office if you have any questions or concerns.
Si ely,
C
I ie K. Wei an
Chairperson
BOARD MEMBERS Southold Town Hall
Leslie Kanes Weisman Chairperson SOF so Southold 53095 Main Road•P.O.Box 1179
� h�� �l0 Southold,NY 11971-0959
Patricia Acampora Office Location:
Eric Dantes c, Town Annex/First Floor,Capital One Bank
Gerard P.Goehringer 54375 Main Road(at Youngs Avenue)
Nicholas Planamento Cou V,N Southold,NY 11971
D RCIEVE http://southoldtownny.gov
ONING BOARD OF APPEALS
MAY 2 4 2017 TOWN OF SOUTHOLD
Tel.(631)765-1809•Fax(631)765-9064 ECE9VED
BUILDING DEPT. •� 2j,30a4-YL,
TOWN OF SOUTfibJqJNGS,DELIBERATIONS AND DETERMINATION P, -2 4/ )2011
VA
MEETING OF MAY 18,2017
ZBA FILE#7057 sYuthold Town Clerk
NAME OF APPLICANT: Sandra Pagano /27 Bay Ave.,LLC
PROPERTY LOCATION: 7185 Great Peconic Bay Boulevard,Laurel,NY 11948. SCTM#1000-126-10-12.1
SEQRA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this
application and determines that this review falls under the Type II category of the State's List of Actions, without
further steps under SEQRA.
SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was referred as required under the Suffolk
County Administrative Code Sections A 14-14 to 23, and the Suffolk County Department of Planning issued its
reply dated March 13, 2017 stating that this application is considered a matter for local determination as there
appears to be no significant county-wide or inter-community impact.
LWRP DETERMINATION: The relief, permit, or interpretation requested in this application is listed under the
Minor Actions exempt list and is not subject to review under Chapter 268.
PROPERTY FACTS/DESCRIPTION: The applicant's parcel is a non-conforming 11,585 square feet rectangular
lot in the R40 Zoning District, running perpendicular to the road with 62.7 feet on Great Peconic Bay Boulevard.
The eastern lot line is 197.7 feet running parallel with a neighboring 25 feet wide right of way servicing homes to
the north and east who share the benefit of this right of way. The northern lot line is 53.97 feet shared with a
residence with accesses to their property via the right of way and the western lot line is 228.25 feet shared with a
third neighbor. The lot is improved with a 1 story masonry and frame, single family house and accessory detached
garage. At its closest to the road, the house is set back 39.6 feet and on the west side is 19.3 feet from the lot line,
however, on the east side, the house is 3.1 feet from the lot line. The property is enclosed with a chain link fence.
Additionally, a taller, wooden stockade fence exists on the west side behind the residential facade and on the north
side, as shown on the survey prepared by Nathan Taft Corwin III,LS, dated February13, 2017.
BASIS OF APPLICATION: Request for a Variance from Article XXIII, Section 280-124 and the Building
Inspector's January 18, 2017 Notice of Disapproval based on an application for a permit to legalize "as built"
additions and alterations to an existing single family dwelling, at: 1) less than the code required minimum side yard
setback of 10 feet; at: 7185 Great Peconic Bay Boulevard, Laurel,NY. SCTM#1000-126-10-12.1.
RELIEF REQUESTED: The applicant requests a variance to legalize as-built additions and alterations to an
existing single family dwelling, which includes replacing an existing flat roof with a gable roof increasing the
overall elevation to 16 feet, 10 inches. The improvements will result in the east side yard setback, along the right
of way, of 3.1 feet where the code requires 10 feet. The new roof will cover a rear open porch, as well.
Pgge 2,May 18,2017
#7057,Pagano
SCTM No. 1000-126-10-12.1
ADDITIONAL INFORMATION: While several neighbors spoke publicly at the hearing or offered comments in
writing voicing their concerns, it is important to note that the subject property was, prior to the current ownership,
in a terrible state of neglect and disrepair. Moreover, the residence was built with a flat roof prior to Zoning and
has a legal Pre-Certificates of Occupancy. The most salient point offered in opposition to the applicant's request
for a variance is that immediate neighbors who share the right of way to access their property, have concern over
drainage and storm water run-off. It is stated that pooling of water and snow-melt have adversely impacted access
to their homes caused by a traditional, pitched roof built without Town permits and that the problem did not exist
prior to unauthorized building. When asked about gutters and a drainage plan to alleviate this concern, the
applicant indicated that she would install gutters along the roof edge and appropriate drywells to collect storm-
water runoff and snow-melt limiting the possibility of any pooling onto the right of way owned by neighbors.
FINDINGS OF FACT/REASONS FOR BOARD ACTION:
The Zoning Board of Appeals held a public hearing on this application on May 4,2017 at which time written and
oral evidence were presented. Based upon all testimony,documentation, personal inspection of the property and
surrounding neighborhood, and other evidence,the Zoning Board finds the following facts to be true and relevant
and makes the following findings:
1. Town Law 4267-b(3)(b)(1). Grant of the variance will not produce an undesirable change in the character of
the neighborhood or a detriment to nearby properties. Great Peconic Bay Boulevard is a unique road running
parallel to the Peconic Bay. Residences on the south side of the road typically are `bay front' and are located on
larger and deeper lots, although still quite narrow in width. However, residences located on the north side of the
road, like the applicant's, tend to be on lots that are smaller, substantially narrow and irregularly shaped and often
share rights of way or other means of access to residential lots behind houses that front along the street.. Many
homes on both sides of the road were developed prior to Zoning, with set-backs similar to the applicant's, and are
of varied housing styles and sizes. However,with one major difference: all neighboring homes have pitched roofs.
Furthermore, neighboring homes are set further back and away from lot lines and or the right of way to the east of
the applicant. The proposed addition will have little or no visual impact on neighbors or those using Great Peconic
Bay Boulevard.
2. Town Law 4267-b(3)(b)(2). The benefit sought by the applicant cannot be achieved by some method, feasible
for the applicant to pursue, other than an area variance. The existing residence was built close to the property line
prior to Zoning with a flat roof, on a small and narrow lot. The applicant's proposed renovations are the only
logical solution to remedy conversion of a flat roof to a low gable roof.
3. Town Law 4267-b(3)(b)(3). The variance granted herein is mathematically substantial, representing 69%relief
from the code. However, the residence was built prior to Zoning and no other variance to date has been issued for
this property. The applicant is not increasing the non-conformity; they propose to maintain the existing setback of
3.1 feet from the eastern property line adjacent to the neighbor's right of way which is approximately 25 feet wide.
The purpose of the request is to allow the applicant to improve their residence with the installation of a pitched roof
in lieu of the existing flat roof.
4. Town Law 4267-b(3)(b)(4) No evidence has been submitted to suggest that a variance in this residential
community will have an adverse impact on the physical or environmental conditions in the neighborhood. The
applicant must comply with Chapter 236 of the Town's Storm Water Management Code and install appropriate
commercial grade roof gutters and dry well to ensure storm water run-off and snow-melt from the subject property
will not adversely impact the adjacent property owners who benefit from the 25 feet wide right of way.
Page 3, May 18,2017
#7057,Pagano
SCTM No. 1000-126-10-12.1
5. Town Law 4267-b(3)(b)(5). The difficulty has been self-created. The applicant purchased the parcel after the
Zoning Code was in effect and it is presumed that the applicant had actual or constructive knowledge of the
limitations on the use of the parcel under the Zoning Code in effect prior to or at the time of purchase.
6. Town Law &267-b. Grant of the requested relief is the minimum action necessary and adequate to enable the
applicant to enjoy the benefit of additions and alterations to a single family residence while preserving and
protecting the character of the neighborhood and the health,safety and welfare of the community.
RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under
New York Town Law 267-B, motion was offered by Member Planamento, seconded by Member Dantes, and duly
carried,to
GRANT the variance as applied for, and shown on the survey prepared by Nathan Taft Corwin III, L.S. dated
February 13,2017 and architectural plans prepared by Jeff A.Zahn,Architect, dated December 19,2016.
Any deviation from the survey, site plan and/or architectural drawings cited in this decision will result in delays
and/or a possible denial by the Building Department of a building permit, and may require a new application and
public hearing before the Zoning Board of Appeals.
Any deviation from the variances)granted herein as shown on the architectural drawings, site plan and/or survey
cited above, such as alterations, extensions, or demolitions, are not authorized under this application when
involving nonconformities under the zoning code. This action does not authorize or condone any current or future
use, setback or other feature of the subject property that may violate the Zoning Code, other than such uses,
setbacks and other features as are expressly addressed in this action.
The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration that does
not increase the degree of nonconformity.
Pursuant to Chapter 280-146(B) of the Code of the Town of Southold any variance granted by the
Board of Appeals shall become null and void where a Certificate of Occupancy has not been
procured, and/or a subdivision map has not been filed with the Suffolk County Clerk,within three
(3)years from the date such variance was granted. The Board of Appeals may, upon written
request prior to the date of expiration, grant an extension not to exceed three (3) consecutive one
(1)year terms.
Vote of the Board.- Ayes: Members Dante, Goehringer and Planamento. (Chairperson Weisman and Member
Acampora were absent). This Resolution was duly adopted (3-0).
Eric Dantes, Vice Chair
Approved for filing .S / 12-/2017
o�cola FFG
Town Hall Annex �� yam► Telephone(631)765-1802
54375 Main Road :7--) .c Fax(631)765-9502
P. O. Box 1179 y =
Southold, NY 11971-0959 _
41-
ol
BUILDING DEPARTMENT
NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION, PRE-ENGINEERED
WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION
Date:
Owner:
Location of Property:
Please take notice that the(check applicable line):
New commercial.or residential'structure
Addition to existirig'commercial or residential structure
Rehabilitatioh,to,an existing commercial or residential,structure
to be consttuct6d'or performed at the subject property referende above will utilize
(check applicab!j�lin'e):
Truss type construction (TT)
Pre-engineered wood construction (PW)
Timber construdtion (TC). ,
in the following locations) (check applicable line):
Floor framing, including girders and beams (F)
Roof framing (R)
Floor and roof framing (FR)
Signature:
Name (person submittin is form):
Capacity(c applicable line):
Owner
Owner representative
TrussRegl5.docx Effective 1/1/2015 \
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SURVEY OF PROPERTY
SITUATE
LAUREL
N%$NED1�T TOWN OF SOUTHOLD
>; o' E \ SUFFOLK COUNTY, NEW YORK
69.119 f °5 . e S.C. TAX No. 1000- 126-10-12.'1
53 ',.N \ I SCALE 1 "=30'
aoo FEBRUARY 13, 2017
1g 5 o GpRpG� ` f
s�y vry 103 O: \ AREA = 11,585 sq. ft.
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�"J STANDARDS FOR TITLE SURVEYS AS ESTABLISHED
4�G 4 BY THE LIALS. AND APPROVED AND ADOPTED
VolFOR SUCH USE BY THE NM YORK STATE LAND
NG q� ay QJ TITLE ASSOCIATION. -
�\ '\ • •`[yam+ ;,a ',
° y\• Bldg Dept copy from ZBA
• a �� e ,� Final reviewed c�u7cuments
ZBA File# OS ;
Date:,S
• may ,
FI-4t. O
Lic. No. 50467
UNA
TO THISOSU ERVEY ALTERATION
ADDITION
AA VIOLATION OF
Na a '• �'O TO�o�QY �� EDUCATION209 LAW.OF THE NEW YORK STATE Nathan Taft Corwin III
CPPG) �v� -e' COPIES OF THIS SURVEY MAP NOT BEARING
�a THE LAND SURVEYOR'S INKED SEAL Land Surveyor
N� ! ". EMBOSSED SEAL SHALL NOT BE CONSIDERED• p e - TO BE A VALID TRUE COPY.
•' •, j CERTIFICATIONS INDICATED HEREON SHALL RUN
ONLY TO THE PERSON FOR WHOM THE SURVEY
• IS PREPARED, AND ON HIS BEHALF TO THE
a, O TITLE COMPANY. GOVERNMENTAL AGENCY AND Title Surveys — Subdivisions — Site Plans —. Construction Layout
_ LENDING INSTITUTION LISTED HEREON. AND
• TO THE ASSIGNEES OF THE LENDING INSTI—
TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. PHONE (631)727-2090 Fax (631)727-1727
• ••• An OFFICES LOCATED AT MAILING ADDRESS
Y THE EXISTENCE OF RIGHTS OF WAY 1586 Main Road P.O. Box 16
AND/OR EASEMENTS OF RECORD, IF Jamesport, New York 11947 Jamesport, New York 11947
ANY, NOT SHOWN ARE NOT GUARANTEED.
37-028
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TABLE 3.1 FRA I I O I 0 7 0 5
FASTENER SCHEDULE FOR STUGTURAL MEMBERS }
JOINT DE5GRIPTION NUMBER AND TYPE FASTENER OF NAIL SPAGIN6
SIMPSON LSTA 30-186A. • ® •
ROOF FRAMING I. ALL FRAMING LUMBER2" x 5" RR a I6" O.G. RIDGE STRAPS AT EA.TO BE GRADE STAMPED DOUGLAS FIR-LARCH � RAFTER
3-Sd Par rafter STRUCTURAL GRADE NO. 2 OR BETTER.
Rafter to To Plate oe-Walled 2. ALL EXTERIOR FRAMING TO BE STRUCTURAL GRADE GGA TREATED LUMBER. TYP. ROOFING OR
Geilin Joist to To Plate oe.-nailed 3-Sd er oist
Gellina Joist to Parallel Rafter (Face-nailed) 4-Ibd each lop 3. ALL SHEATHING TO BE AP.A. RATED, EXPOSURE 1 1/2" MIN. THICKNESS.
cl-Illing Joist Las over Partitions ace-nailed 4-16d each lop PERIMETER PANELS AT ED 6E OF ROOF d WALL CORNERS TO BE NAILED ® 4" 0. 1" MIN. AIR SPACE 2"x4" GOLLAR TIES AT / \
Collar Tie to Rafter Face-nalled 4-Sd per tie ALONG EDOE5 4 6" O.G. IN FIELD W/ SOLID BLK6. UNDER ALL SEAMS. ABOVE INSUL• 16" O.G. ;" DOWN
E31ockina to Rafter (Toe-nailed 2-8d each end 4. USE SOLID BLOCKING OR X- BRACING BETWEEN ALL 1015T5 ® 5'-0" MAX. 5PACI
Rim Boord to ROM511- tinealie9d -lbd each end 5. PROVIDE DOUBLE FRAMING UNDER ALL POSTS 8 PARALLEL PARTITIONS. BETWEEN RIDGE AND ���� Q❑ �QG�il�l9 Q❑Q❑Q❑
WALL FRAMING 6. ALL FLUSH WD. CONNECTIONS TO BE FASTENED W/ RATED 6ALV. METAL GEILIN6 J015T5. LaGC�Gi1�4�C�Lf
Top Plate to Top Plate ace-nailsd) _12-lbdi l2er foot CONNECTORS BY 51MP50N (OR EQUAL).
I/2" 6A.13.
Top Plate at Intersections oe-nailed 4-Ibd loints - each side
Stud to Stud ace-Walled i6d 24" o.. O L A Z I '}� O N®7 5 "
Header 5t Header ace-nailed 2-I6d Ib o c. alon ed es I�J R-2 INSUL. 5HEATHIN6 + + +:++] 1�f) G30O LQ[n�OO G3C QMC[�1MC
LAO BOLT NAILER W/ (2)
�� (OPTIONAL) „ �� �� G�3�MC�G3G;lC�LaDg �.1C�'UG�J�'IO�a 9 41��
To or Bottom Plate to Stud (End-nalled 2-Ibd per 2x4 stud R-Iq 3/8 (P x 4 1/2 BOLTS a 32 O.G.
INSULATION C6�3f10[7 `7000�5�
3-I6d er 2x6 stud
4-I6d 12er 2x8 stud WINDOWS / 5L. 6L. DOORS AS MANUF. BY ANDERSEN, A-SERIES W/
IN50L. 6LA55, IMPACT RESISTANT 4 DE51ON PRESSURE RATED AS REQ'D TECO EA. R.R. TO 2"x8" NAILER
Bottom Plate to Floor Joist,Band oist,End olst or Blockingace-nalled - per foot BY CODE OR USE: STRUCTURAL PANELS FOR STORM PROTECTION- TYP. EXT. L /��o
FLOOR FRAMING PROVIDE PRECUT, PREDRILLED PL'rHOOD, -7/I6" THICK. WALL (2"x4"
Joist to 5111, ToI2 Plate or alyder oe-nailed 4-8d per Joist INCLUDE ATTACHMENT HARDWARE: IN ATTIC
Bridging to Joist Toe-nailed 2-8d each end 2 1/2" NO.5 WD. SCREWS a 16" O.G. F/SPANS UP TO 6 FEET
AND ® 12 O.G. F/ SPANS BETWEEN b 4. 8 FEET. � SPACES) ��vas y �
2-8d each end 11 ���
Blockingto Joist oe-nalled
each block BUILDER TO VERIFY 8 CONFORM TO ALL REOUIREMENT5. REVIEW OPTIONS �/ G
Blockin to 5111 or To Plate ce-Haile - T I F, I N5UL, RAfT R
Led er 5tri to Beam Face-nailed 3-I6d each oist WITH OWNER. I
Joist on Ledger to Beam Toe-nailed 3-8d par Joist OPTION: PROV. I"x4" PICTURE-FRAME TRIM (ALUM. GLAD) TO ATTACH STRUCT.
Band Joist to Joist nd-nailed 3-16d 1por Joist PANELS. PREDRILL HOLES F/ HARDWARE, PROV. PLASTIC INSERTS TO PROTECT
Band Joist to 5111 or Top Plate (Toe-nailed) 12-Ibd 1per Joist
FROM WEATHER, ETC. (VERIFY DETAILS)
ROOF: SHEATHING c r
Structural Panels
Ia onal and eat m � 6" edge /6" field
"xb" or I„x8„
2-8d er sv ort f _
" 3-8d per support C L I �'A T I C `�f1 � ®0 AF H I � MAINTAIN I CLEAR
I xl0 or wider \ \C �;
�I FOR VENTILATION. ,�`��
CEILING SHEATHING � � I �I � CRITERIA :
euRsum Wallboard Sd coolers �" ed e / 10" field � NOTCH RR F/ 2.
SHEATHING "r6
WALL SHEATHING TECO �P
EA. JST. 2- 51MPSON "H2"
e
Structural Panels 8d b" ed / 12" field AMERICAN FOREST AND PAPER ASSOGIATION (AF$PA) CONNECTORS ® 16" O.G.
Fiberboard Panels HOOD FRAME CONSTRUCTION MANUAL FOR (ONE EACH SIDE) ❑
"1/16" 6d 3" e ed /6" field ONE AND TWO- FAMILY DWELLIN65. (2001 EDITION) UMUR]
25/32" bd 3" ed e /b" field
R-30 1N5UL, 21Ix6.1
sum Nallboard 5d coolers e Cie, O le
Hardboard ad 6" edge, / 12" field 12-111-16 155UE:D FOR PERMITS
Sd / GROUND SNOW LOAD 30 PSF
Diagonal Board SheathingAND CONSTRUCTION.
Particleboard Panels b" ede 12" field
„ „ ,� 2-8d per support WIND SPEED . NORTHPORT 120 MPH (3 SECOND GUST) TYP. ROOF. TIES:
I xb or I x8 5IMP50N I'M" 1'-4"
i"xl0" or wider 3-8d 112er supRort WIND EXPOSURE CATE60RY B ( SUBURBAN, SEMI-WOODED) CONNEGTOR5 a 16" O.G. oe
FLOOR SHEATHING SEISMIC DE51ON GATEGORY G U.N.O. "X4"
Structural Panels WEATHERING AREA SEVERE
I" or less od 6" cdcle 12" field
neaater than I Wed e /b" field ICE SHIELD YES
Diaconal Board Sheathing
per support FROST LINE DEPTH 3'-O" 1'-4"
I xb or 1"X-5" - P pP
x O or wider 3-5d per support TERMITE AREA MODERATE TO HEAVY U.N.O.
ROOF SHINGLES I DEGAY AREA 5LI&HT TO MODERATE
T"Iiiil"'P
eoly. stlmin. 12 ga. shank w/a min. 3/8" did. head. faste
iner shall penetrate WINTER DE516N TEMP 11 ®® / ® ® ®®
Asphalt roof shingles through ko, roofing materials and a min. of 3/4" into roof sheathing and shall11
roofinq manufacturer and provide no less than 4 fasteners per strip shingle.
1 Nailing requirements are based on wall sheathing nailed 6" on center at the panel edge. if wall sheathing is nailed
3" on center at the panel edge to obtain higher sheen capacities,nailing requirements for structural members a®L7) '�I� N O T 5
shall be doubled,or alternate connectors,such as shear plates shall be used to maintain the load path. I �I
21,+en wall sheathing Is continuous over connected members,the tabulated number of nails shall be permitted to be
reduced to I-16d nail per foot. R302A Wall and ceiling finishes not including trim, door, and window frames shall have DOUBLE TOP PLATE
a flame-spread classification of not greater than 200. Wall and ceiling finishes shall
have a smoke-developed index of not greater than 450.
8302.14 Combustible insulation shall be separated a minimum of 3 inches from
recessed lighting fixtures, fan motors, and other heat-producing devices or HEADER
}�I NOTE
separated to accordance with the conditions Stipulated in the fixtures listing.
1 �l I Recessed lighting installed 1n the building thermal envelope shall meet the _
requirements of Section NI102.4.5 O FULL HE16HT
1. All work shall comply with the 2015 International Residential Code for one and 8305 Glazing at hazardous locations shall have glazing protection in conformance STUD
two family dwellings, the 2001 Wood Frame Gonstruction Manual and the A5GE-7-05. with r305. In general, glazing in all doors and fixed side panels, 6lazings less than
Contractor shall coordinate any and all inspections as required to obtain certificate 60" above surfaces of tubs showers, etc. ®lazing within 24" arc of doors in closed '
1- " x 18 6AU6E HEADER TO STUD:
of occupancy on behalf of the owner. position with sills less than 60" above floor. 6lazings over q square feet and less .- JACK STUD
2. All work shall comply with the New York State Energy Conservation Code. See than 15" above finished floor. blazing near stairways/landings. See complete text of STEEL COLIED BY 51MP50N L5TA21 CONNECTOR
note 5. 8308.4. 61azing for specifics on locations and exceptions. TVP. FLOOR STRAP NO. 0518
3. All electric work shall comply with the National Electrice code. Electrician shall 't I6-IOD FASTENERS
obtain fire underwriters c:ertiftcate for all electric work and shall submit to owner. J015T BY 51MP50N
8308.6 Skylights and sloped glazing shall comply with this section and have fully UNDER JOIST(12
Provide all outlets and junction boxes requ'red for all appliances, pumps, equipment, tempered glazing. END LENGTH) 16"
etc. Contractor shall review service requirements, all lighting, outlets, fixtures, phone LHOW SILL
jacks, T.V. cable jacks, etc. with owner as required for the full installation and R30q Garage opening protection and separation required to be as noted and in 0 G' E
satisfaction of owners requirements and code compliance and shall provide same. conformance with R30cl. Garage floor surfaces shall be sloped to facilitate the BOX BEAM. 5TUD TO PLATE:
Architect is not responsible for electrical designs for this project in any capacity. movement of liquids to drain toward the main vehicle entry doorway. MATCH FJ C)
4. All plumbing work shall comply with the National Plumbing Code and all local codes. SIMPSON "HDUS" UPLIFT
Contractor shall review with the owner the requirements for plumbing installations 831011 All emergency escape and rescue openings shall have a minimum net clear
Including but not limited to fixtures, trim, accessories, etc, and requirements for water opening of 5.7 square feet. 24" minimum clear opening height, 20" minimum clear CONNECTOR W/ R" ER5
service and domestic hot water. Architect is not responsible for any plumbing systems opening width, 44" max still height. TYPICAL IN CORNERS v <
in any capacity. Contractor shall provide sanitary system in accordance with the OF BUILDING AND AT �J l
owners approved site plan and shall coordlinate all inspections required for approval FINAL, INSTALLED 5TAIRWAY5, HANDRAILS, 6UARD5 SHALL BE INSTALLED IN FULL BOTTOM PLATEENDS OF SHEARWALLS. Il��ii
H
of same. And surveys indicating final tank locations shall be by owners surveyor. CONFORMANCE WITH THIER RESPECTIVE CODE SECTIONS. ARCHITECT IS NOT AIN �
Contractor shall provide surveyor with information as required. RESPONSIBLE FOR THESE INSTALLATIONS. r F1 _
5. All H.V.A.C. work shall comply with Article 10 of the N.Y.S. Uniform Fire Prevention FLOOR •f O LOOK v <
and Building Code and Energy Code. Contractor shall review all mechanical systems 83113 Stairways shall not be less than 36 Inches In clear width at all points above the I /�
with owner for type of system to be provided (I.E. oil, gas, or electric hot water or permitted handrail height and below the required headroom height. Handrails shall not �I T`1'�1 0AL RAM I NC--7 1�)IE7A I L mO 1.0
air, etc) including air conditioning requirements. Architect is not responsible for project more than 4.5 Inches on either sideof the stairway and the minimum clear '�%®I�ll�l t�T i ®�� /� 'AIi7a � CD "- Q
hooting or air conditioning syste9ms in any capacfty. width of the stairway eat and below the, handrail height, Including tr`eada and londinga, I" = I'-O" / AT Y BALL, OF N I N 5 AIN
6. Owner shall obtain anis and all required permits prior to allowing contractors to shall not be less than 31.5 Inches where a handrail is installed on one side and 27 1(� , U J- l._1
proceed with any of the work. inches where handrails are provided on both sides. The maximum riser height shall be
7. All site work Including sanitary system, utilities, easements. setbacks, elevations, 8.25" and the minimum tread depth shall be q" in conformance with R314.2. Minimum 1 - 1 _O < Z
drainage, retaining walls, etc. shall be In accordance with a site plan prepared by the headroom 6'-5'. All stairs shall be provided with illumination in accordance with CD Z <
owners surveyor. The Architect Is not responsible for site designs of any type in any Section R303.4. Enclosed accessible space under stairs shall have walls, under stair TVP. EXT. WALL
'-'-'
capacity. surface and any soffits protected on the enclosed side with 1/2-inch gypsum board.
8. All work shall be performed by licensed contractors whom are experienced with TR"JAS PL.ACARDING C1EQU"l"=� C�
the type of work being performed. All contractors shall maintain liability insurance and R311.7.8 Handratis having a minimum and maximum helhts of 34 inches and 38 inches, ly1f" �" ~J 0
workers compensation insurance In connection with all work being performed in respectively, measured vertically from the nosing o R-15 BATT the treads shall be provided on E- � �'h� €��� F-i Z
project. at least one side of stairways. All required handrails shall be continuous the a-•full ,
q. All materials, systems, equipment, fixtures, etc. shall be installed in strict length of the stairs with two or more risers from a point directly above the top riser I DA _ ') i I B.P.tt O O
compliance with the manufacturers written specifications and Installation Instructions of a flight to a point directly above the lowest riser of the flight. Ends shall be EXIST. FLOOR - nl
LU
including all clearances for service, etc. returned or shall terminate in newel posts or safety terminals. Hondralis adjacent to JOIST O z F ? BYE U
10. All contractors shall warrant their work In writing to the owner for a minimum a wall shall have a spce of not less than IS Inches (35mm) between the wall and the I -� N I: Y• BUILDii,i;:, DEPAi-IiMENT AT N OL O
period of two years. handrail. The handgrip portion of handrails shall have a circular cross section of 1-1/4 763)-1202 8 AM TO 4 P.M FOR THE OCCUPANCY OR FSI , Q
11. The Architect shall not have control or charge of and shall not be- responsible inches minimum to 2-5/5 Inches maximum. Edge radius of I/5". ( FIRST FLOOR FO?-!.OWING INSPECTIONS: _ry 111
for construction means, methods, techniques, sequences, or procedures, or for safety
,� 1. FOUNDATION - TWO REQUIRED f ' T_
programs in connection with the work or for acts or omissions of the contractor, 8312 Guards are to be a minimum of 36 Inches (g14mm) In height. Open sides of stairs 0-O FOR POURED CONCRETE E IS UNLAWFUL O
subcontractors or any person performing any of the work, or for the failure of any of with a total rise of more than 30 inches above the floor or grade below shall have /q' _
them to carry out the work In accordance with the Intent of the contract documents in guards (each side) not less than 34 Inches In height measured vertically from the 2. ROUGH - FRAMING & PLUMBING (��ITUUUT CERTIFICATE [ O
that sold responslbllty Is the sole responsibility of the contractor, nosing of the treads. (Second story guards are recommended to be, higher) I 3. INSULATION
12. All exterior doors, roofing shingles, trim, siding, etc. shall be reviewed and I x 18 6AU6E STEEL CONSTRUCTION MUST
I�- -� 4. FINAL - CGi�..� � OF OCCUPANCY
alopIroved " owner. 8314 Single and multiple-station smoke alarms shall be installed in each sleeping 2 COLIED STRAP WRAPPED °.E COMPLETE FOR G.O.
13. All interior finishes Including but not limited to walls, flooring, tile, etc. shall be room, outside of each separate sleeping area in the immediate vicinity of the UNDER 51LL AND OVER
reviewed with and approved red owner. p;l_L CONS T f iUCTION SHALL MEET THE _ [�
pp by bedroom, on each additional story of the dwelling, including basements. The alarm R-30 IuSUL. EACH STUD w/ 12" MIN. - �
14. All miscellaneous interior items including but not limited to doors, trim, fireplaces. devices shall be interconnected in such a manner that the activation of one alarm will W/VAPOR BARRIER UP o o STUD BEARING. NO. G518 REQUIREMENTS OF THE CODES OF NEWRUNOFF " V
FETAIN STORM WATER a a
closet shelving, kitchen ceabtnets, shelving. hardware, etc. shall be reviewed with and activate all of the alarms in the individual unit. The alarm shall be clearly audible in all BY 51MP50N YORK STATE. NOT RESPONSIBLE FOR
approved by owner. bedrooms over backround noise levels with all intervening doors closed. All smoke PURSUANT TO CHAPTER 236
15. Where existin walls, posts etc. are removed it 1s the responsibility of the DESIGN OR CONSTRUCTION ERRORS.
9 F P y alarms shall be listed and Installed In accordance with the provisions Of this code G1544 ANCHOR BY OF THE TOWN CODE,
contractor to provide temporary support, shoring, bracing, etc, as required. and the household firewarning equipment provisions of NFPA72. a PIM eagMf#o 1622
a 51MP50N. TVP.
8315 Carbon monoxide alarms shall be installed outside each separate sleeping area Ll GRADE
in the immediate vicinity of the bedrooms. Where a fuel-burning appliance is located °.' , +' r'yi� ES
�I y g Pp 12 DIA. 50NOTUBE W/ �`-' '°' ' ° ' `-° ;�:L.� '' '`� `� aF PROJEGT5-1622
��51�i� L-C�A�5: within a bedroom or its attached bathroom, Ca Carbon monoxide alarm shall be _ ' - @Q� V�J�o
�I Installed within the bedroom. Carbon monoxide alarms shall be Ilsted In accordance 3500 f�51 GONG. MIN. 36" ���'J YO-""' ;� I.r ,: c T®Vi1`i� CODES
with UL 2034 and UL 217. BELOW 6RADE. n,. �� ftp A-IDW6
m ,�S RFQ'JIRED AP,F) OF
LIVE DEAD R702.7 A vapor retarder are required on the interior side of frame walls In Climate 3GUTPOLDTG''I'NZ'-A
514011 LOAD, Zones 5, 6, 7, 8 and Marine 4 with the exception of basement walls and below rade
30 10 ROOF : p 9 ° a a , ,• i ,T,,,e l � , �� ,
PER .12 PITCH portion of any wall.
40 10 DECKS / PORCHES
RS07.1 Attic access. An attic access opening p enin shall be provided to attic areas that ��~`'( �` '.,`i
40 10 ROOMS OTHER THAN SLEEPING ROOMS P
exceed 30 square feet and have a vertical height of 30 inches or greater. The
30 t0 5LEEPIN6 ROOMS rough-framed openinh shall not be less than 22 inches by 30 Inches and shall be -
20 10 ATTICS WITH 5TORA6E located in a hallway or other readily accessible location. A 30-inch minimum
unobstructed headroom In the attic space shall be provided at Some point above the f
10 10 ATTICS WITHOUT 57ORA6E access opening. See Section M1305.1.3 for access requirements where mechanical
equipment is located In attic.
RIOOIJ Masonry chimneys shall be constructed, anchored, supported, and reinforced
as required 1n this chapter and the applicable provisions of Chapters 3, 4, and b with
applicable clearances to combustibles and flrestopping.
,. 3. aCG`� a0oo I of 3
REMOVAL N07r=5:
I. CONTRACTOR SHALL COORDINATE AND VERIFY REMOVAL OF ANY
EXI5TIN6 CONSTRUCTION THAT 15 NECE55ARY TO COMPLETE NEW
WORK. CONTRACTOR SHALL BE RE5PON51BLE FOR THE REMOVAL
LIMITS OF ALL EX15TINO CONDITIONS THAT INTERFERES WITH THE
CONSTRUCTION OF NEW WORK.
2. ALL MATR►AL REMOVED SHALL BE PROPERLY AND LEGALLY
D15PO5ED OF.
,off 'I LQo �La[n](�l9 G1o0oG10
laG3MOVEO4
FOUNI:)A71 ON N07E5: Rig aoQaoa1EMW1EMuc
npWR 3G(1s%p9 MW T T @@I
FND./ FTC- .: 63�4�7��100�4�
b" THICK GMU FND. WALL (or P.G. WHERE NEN w/TYP. ANCHOR BOLTS,
ON CONTINUOUS Ib"w. x 8"d. P.G. FOOTING; TO A MIN. DEPTH OF 3b"
BELOW GRADE - ON UNDISTURBED GLEAN 6RANULAR 501L w/ MIN. I TON (`�(�/1 n ❑
PER S.F. BRC. CAPACITY. OPT. REBAR: 2-#5 BARS, HORIZONTAL - ❑
CONTINUOUS AT TOP 4 BOTTOM OF WALL AND/OR IN FTG. w/ MIN. 3"
�{'-O I/2° COVER. �� �r,�.EB All-? ,
SILL/TYP. ANGHOR B0LT5: s °
2-2"x 6" (or 1-2xb MIN) PRES5URE-PRE5ERVATIVE-TREATED (PPT) SILL
12" DIA. 50NOTUBE 30 YR. ARCHITECTURAL PLATE, (PROV. TYP. SILL/WALL TIES, WHERE REQ'D) OVER TERMITE ° f
W/ 3500 P51 GONG. ASPHALT ROOF SHIN6LE5 SHIELD AND SILL SEALER w/ 5/a"dia. ANCHOR BOLTS (l"MIN. EMBEDMENT
OVER 15 LB. FELT d " MIN. ��
MIN. 36 BELOW GDX PLYWD. SHEATHING. AND 12" MAX. FROM EACH END AND 3 SQUARE WASHERS) ® 36 o.c. � 28 o.c. WITHIN 8 FT. OF CORNERS
NATE
- - - - - - - - - - _ - - - - - - - - - - - - - - - - -GRADE (TYP. 8) - - - - SPLACEMENT WHOLD-DOVsIN HEARWALL STUD BRACKETS.BOLTS, A5 REQ'DF SILL �TO CONNECT TO
I- '7 5. (5 E DETAILS).
- O (2) 2"XIO" - - - - - - - - - - - - -- -- - - - - - - - - - �` : �%`D
SILLMALL TIES:
REQUIRED ONLY AT ROOF BEARING WALL5: PROVIDE 5IMP50N G520, '
I I I I (20 Gage), 1 1/4" STEEL STRAP TIES a I6"oc (AT EA. 5TUD w/MIN. 5- tad
4"x4" NO. P05T I I I NAILS, EA. END) WRAPPED UNDER 4 UP IN51DE FACE OF SILL, CUT TO
LENGTH A5 REQ'D. (SEE DETAIL)
j
COVERED PORCH HOLD-DOWN BOLT:
BELOW SIMILAR TO TYP. ANCHOR BOLT, EXCEPT SPACED AS REQ'D. TO
I I o I I ANCHOR SHEARWALL 5E6MENT5. (SEE 5TND. DETAILS). CONTRACTORS a��
A I ( A MUST COORDINATE PLACEMENT OF ALL BOLTS (BEFORE GON5T) TO
2"xb" R.R. ® Ib"O.G. -3 I I -3 INSURE ALIGNMENT OF BOLTS t STUD BRACKETS. OPTION: (INSTEAD
2"x(o" G.J.
OF HD2A's 8 BOLTS): USE STRAP TIE HOLDOWN, 51MP50N 5THDIO 12-1q-Ib ISSUED FOR PERMITS
® ib"O.G. I I
EMBEDED IN FND. WALL 8 EXTENDED UP OUTSIDE FACE OF WALL AS AND GON5TRUGTION.
REGD. [SEE FLOOR PLAN FOR 5HEARWALL 5EOMENT5].
I I I I
GONGRETE:
ALL CONCRETE TO BE STONE A66REOATE, WITH A MINIMUM (28 DAY)
I I L - - - - - - - - - - - -I STRENGTH OF 3000 PSI, EXCEPT USE 3500 P51, FOR ALL EXTERIOR
U5E5; INGLUDING 6ARAOE SLAB, ETC.
2"x4" WD. FRAMED
WALL TO FOLLOW I I I
16"O.G. �S ® I SLOPE OF ROOF a I I I C O N C R 7 N 0 7 5:
EDGE OF EXIST. I
ROOF LINE i i I E--LINE OF NEW ROOF 1. ALL GONGRETE WORK SHALL CONFORM TO AGI 301-GG;
I GONGRETE SLABS SHALL BE 3500 PSI STONE GONGRETE; ALL
EXTERIOR GONGRETE WORK SHALL BE 4000 PSI AIR-ENTRAINED.
SLABS ON GRADE SHALL BE NORMAL WEIGHT GONGRETE.
2"W oG R-5 I I I PITCH I 2. ALL REINFORGEMENT SHALL BE DEFORMED TYPE
INTERMEDIATE GRADE NEW BILLET STEEL GONFORMIN6 TO A5TM
��LgBp� ROOF i I A-615 GRADE 60.
3. TEMPERATURE RE I NFORGEMENT, 5PL I GES, SUPPORTS FOR
- I I REINFORGEMENT SHALL GONFORM TO REG2UIREMENT5 OF AGI-318
I � i I I
" GDX PLYWD. L - 4. GONTINUOU5 REINFORGEMENT5 SHALL BE LAPPED 4&
O o I 5HEATHING OVER I I PROVIDE CRICKET a DIAMETERS AT 5PLIGE5 AND GORNER5 AND HOOKED AT NON-
EXIST. WD. ROOF I EXIST. CHIMNEY I CONTINUOUS ENDS OR EXTENDED 24 BAR DIAMETERS UNLESS
DECKING.
I-I GONTINOUS RIDGE I OTHERWISE NOTED. DETAILING OF ALL REINFORGEMENT SHALL
4s
VENT BY COBRA I BE IN AGGORDANGE WITH A61 5P-66. (88)
I OR EQUAL. I 5. PROVIDE TWO #5 ALL SIDES FOR OPENIN55 IN GONGRETE
I I WALLS UNLESS OTHERWISE NOTED. EXTEND BARS 2'-0" BEYOND
I I I OPENING; HOOK ENDS.
I I 6. PROVIDE SLEEVES AND BOX OUT FOR OPENINGS FOR
MEGHANIGAL TRADES. OPENINGS SHALL BE PLAGED 50 AS NOT
2"x4" STUDS ® I PROVIDE STEP
TO AFFEGT THE STRENGTH OF 5TRUGTURAL MEMBERS.
16" O.G. I I FLA5HIN6 ® EXIST.
I I I CHIMNEY.
I LX O 6 r-RAK O N07F.5:
I I
DWELLING 1. ALL FRAMING LUMBER SHALL BE GRADED STAMPED DOUGLAS
I
FIR-LARGH 5TRUGTURAL GRADE NO.2 OR BETTER. ^Q
I i I PITCH > 2. ALL 5HEATHIN6 TO BE APA RATED, EXPOSURE I. 5/8" MIN.
THIGKNE55 OR AS NOTED.
I ( 3. ALL 5UBFLOORING TO BE APA RATED 5TURD-I-FLOOR.
rJ I 2®Ib,�G RS I L i I EXPOSURE I. 3/4" MIN. THIGKNE55. ALL EDGES OF PLYWOOD TO I-I
BE SET ON 50LID BLOCKING. GLUE AND NAIL PLYWOOD ..
I I i I 5UBFLOOR TO FLOOR JOISTS.
I I ( I 4. ALL HEADERS 6'-0" AND OVER SHALL BE SUPPORTED WITH O d)
DOUBLE UPRI6HT5, a'-O" AND OVER WITH TRIPLE UPR16HT5. ALL
HEADERS SHALL BE A MINIMUM OF 2-2X8 OR A5 5HOWN ON ~
2'-10" 4'-I" 4" 10'-3" 10'-3" 4" 4'-10 3/4" i'-I"I
DRAWIN05. L-' Z
O.H. 0• •I I I 5. SOLID BLOGKIN6 SHALL BE PROVIDED FOR ALL JOISTS AND
FLOOR BEAMS AS PER N.Y.S. CODE OR AS NOTED a 8'-0" O.G. <
PROVIDE 2" AIR SPACE FOR AIR CIRCULATION IN ROOFS. CLL - - - - - - - - - - - -- - - - - - - - - - - - -L - J 6. DOUBLE FRAMING AROUND OPENIN65(skylights,stairs etc) OR A5 CL
I O s I NOTED ON DRAWINGS.
- - - - - - - - -7. DOUBLE UP FRAMIN6 ON ALL POSTS AND PARALLEL PARTITIONS 7 rJ
- - - - - - - - - - - - - - - - - - - - - - - - - - OR AS NOTED ON DRAWIN65.
8. ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED WITH O O
RATED (SALVANIZED METAL CONNECTORS BY "51MF'5014" OR
V
NOTE: APPROVED EQUAL. cV
!k®® �� I �� ���� ®® ���{�I 1. PROVIDE NEW ALUM. GUTTERS 8 a. PLYWOOD SHEATHING TO BE NAILED WITH 8D ® 4" O.G. N Z
I>I LEADERS. EXTERIOR ED6E5 AND 6D ® 12" O.G. INTERMEDIATE.
I--)
2. ALL PLUMBING VENTS SHALL BE 10. ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE AND <
1 SCALE: 1/4" = 1'-0" SCALE: 1/4" _ ('-O" EXTENDED THROUGH NEW ROOF ry
A5 PER CODE. STUD WITH GALVANIZED HURRICANE TYPE H7 GONNEGTOR5 BY
"SIMPSON" OR APPROVED EQUAL. - U-
11. ALL PRE-ENGINEERED LUMBER SHALL BE "TRUSS JOIST" TJ G30 -
5ERIE5 WOOD-I-BEAMS AND LVL PRODUCTS OR EQUAL. ALL
JOISTS, 61RDER5 AND HEADERS SHALL HAVE BEARING a
STIFFENERS INSTALLED AS PER MANUFACTURERS @ d
RECOMMENDATIONS. WEB STIFFENERS SHALL BE REQ'D AT ALL d v
LOAD AND BEARING POINTS AT A MINIMUM. A 51N6LE 1-3/4" LVL
RIM JOIST SHALL BE REQ'D AT FLOOR PERIMETERS. HANDLING,
5TORA6E, AND ERECTION OF COMPONENTS SHALL BE AS PER P12@0[R@V#o 1624
MANUFACTURERS RECOMMENDATIONS.
12. ALL MULTIPLE LVL PRODUCTS TO HAVE 2 ROWS OF 1/2" DIA.
MACHINE BOLTS 0 12" O.G. o PROJEGT5-1624
13. PROVIDE FIRESTOPPINC AT ALL LEVEL PENETRATIONS. A-2.DW6
14. BRID61146 TO BE PROVIDED FOR ALL J015T5 AND FLOOR
BEAMS, 5PACIN6 NOT TO EXCEED 8'.
DD G3LQ nM10[�nlC�#o
ROOF I NC-7 NOT 5:
I. ALL ROOF SLOPE AREAS SHALL BE 40 YR. ASPHALT 5HIN6LE5 BY
TIMBERLINE, COLOR TO MATCH EXIST. ON 30 LB. FELT AND 3/4"
GDX. PLYWOOD.
2. PROVIDE GRADE IGE 8 WATER SHIELD AT LOWER 36" OF ALL
5LOPED ROOF AREA5 AND AT ALL VALLEY5.
�aC C4 a000 2 of 3
WD 510IN6 A5
SELECTED BY 12"Ab" VENT RIDGE
VENT
OWNER TO MATCH
EX15TINC b" ALUM.
T`I'=IGAL �IOTEB: > ° z TRIM z
Lu I-
12 zv
EXT. NALL: HEADER: MASONRY �±5
�� �� �� CHIMNEY TO CRICKET PROVIDE BLIND �
2"xb" STUDS @ ib"o.c. (8' HT. ® Ist FLR) w/ R-la INSUL. MIN. HEADERS: 3-2 x8 AT 2xb WALLS, AND 2-2"x5" AT 2x4 BE EXTENDED FLASHING
5HEATHING: 1/2" MIN. GDX PLYWOOD, EXTEND TO COVER FULL WALL5/PARTITION5, UNLESS NOTED OTHERWISE (U.N.0). SPANS OF A5 PER v
TOP, SOLE # SILL PLATES. THEN COVER w/ 15 LB. FELT or TYVEK b'-O" AND OVERI SUPPORT w/DBL. STUDS, W-O" AND OVER] CODE.H.P. MEMBRANE (OR EQUAL). VERIFY 51DIN6/REQMT5. d ALL SUPPORT w/ TRIPLE STUDS. PROVIDE METAL TIES (5IMP50N
FINISH TRIM (AS APPROVED BY OWNER). L5TA21, or EQUAL) FROM HDR. TO JAGK 5TUDS AT EXTERIOR GQG3C�G7�QL�C�lJ
WALL5 5UPPORTIN6 ROOF 5TRUGTURE.
ROOFINGI:
ARGHITEGTURAL GRADE (MIN. 30 YR. RATING) ROOF 5HIN6LE5 FASGIR/ SOFFIT: now Q m1g'%[0q La�IC1 m
FASCIA [ �MCGG[1CG1D �nl�l 9 ° o
(A5 SELECTED BY OWNER) OVER 15 LB. FELT d 1/2" MIN. GDXi"xb" FASCIA w/ 2"x SUB-FASCIA (A5 NEEDED), SOFFIT: MATERIAL ------- WRAPPED IN
PLYWD. 5HEATHIN6. USE b NAILS PER 5HIN6LE 4 PROVIDE ICE (TBD) w/ CONTINUOUS 5GREENED VENT, VERIFY ALL DETAILS, TRIM, — ALUM.
SHIELD UNDERLAYMENT AT FIRST 24" MIN. FROM ALL ROOF FTG. - OPT. VERSATEX TRIMBOARD (or equal) AND/OR T6 WOOD = X
EDGES/BREAKS. ALL FASTENERS 8 FLASHING TO BE CORROSION TRIM AS SELECTED. INGLUDE 6UTTER5 4 LEADERS, AS - uj CD
RESISTANT. APPROVED BY OWNER. OMQ L�o
ROOF TIES: SUB-FLOOR:
PROVIDE SIMPSON, C520 STRAPS, OUT TO LENGTH F/ MIN. 8- 5d z w3
NAILS BL
EACH END OF STRAP, AT EACH RAFTER ® Ib"o.c. USED TO THICK, A.P.A. RATED PLYWOOD, ALL OR OVER SOLID -- p
TIE ROOF RAFTERS TO WALL STUDS, BELOW. VERIFY PROPER BLOCKING, GLUE 8 NAIL PLYWOOD TO FLOOR JOISTS/FRAMIN6. -
ALIGNMENT OF STUDS 4 RAFTERS FOR CONNECTION OF TIES. (VERIFY SPECIFIC UNDERLAYMENT REQUIREMENTS FOR ALL FINISH ' .
FLOOR MATERIALS AS SELECTED BY OWNER).
WALL TIES: -- — -4
RIM B0,4RD:
"
REQUIRED ONLY ON (2 STORY HTS ROOF SUPPORT HALLS : AT TJI ENGINEERED FLR. JOISTS, BY WEYERHAEUSER, ]LEVEL;USE GRADE
WHERE UPPER LEVEL STUDS AL16N WITH LOWER LEVEL STUDS: TIE MIN. I" e-RIM BOARD (or EQUAL) EXCEPT AT PORCH d DECK —
STUDS T06ETHER w/ 51MP50N G520 STRAPS 0 ib"o.c. USE MIN. NAILER5; USE V4" RIM BOARD. ALL INSTALLATION DETAILS MUST ®u fi I ® EXISTING WD. SIDING
'7-6d '5
-8d NAILS, EACH END OF STRAP. (SEE STANDARD DETAILS, rOLLOPq MPR. PECiPIGATION'5. U5E 2-2x4 VERT. 5QBL
UA5H OCKS
1
(PER JST) UNDER ALL BEARING PARTITIONS 8 POSTS.
51LL/HALL TIES:
REW
Q'D. ONLY AT ALLS SUPPORTIN6 ROOF STRUCTURE : USE SMOKE DETECTORS: 5
5IMP50N 6520, 20 6AOE STEEL STRAPS ® Ib"o.c., GUT TO LENGTH INGLUDING GARBON MONOXIDE DETEGTION: PROVIDE BOTH RIDGE
VENT
AS REQ'D. FOR-7-90 NAILS, EA. END. WRAP FROM UNDER A5 PER CODE, TO BE HARD-WIRED AND INTERGONNEGTED.
ANCHORED SILL 8 UP OUTSIDE FACE OF WALL, IN LINE w/ STUDS. (NOTE: ALL DEVIGE5, MAY NOT BE 5HOWN: VERIFY ALL - tttLLL
(SEE DETAIL, DWG. 1) LOCATIONS, ON ALL LEVELS). z — -_-- ____-- _ __-- - - ----. - - --.---- --
PORCH COLUMN: -------------- -- ---- 30 YR.
—
OPT: ARCHITECTURAL
Cao
b"x b" PERMAGA5T LOAD BEARING COLUMN [MIN. 3000 LB. z v --- --_--- ----------------------_..--=-=-- ----- _e__— - - -- --- -__
- ------ __-:----_:— _- - — - - --- ROOF
CAPACITY] BY HBrJ:6 (OR EQUAL) AS SELECTED, VERIFY ALL - ---— ----- - - — --------- —-- — -- —_-_-_ ---- -_-- __ - -- SHINGLET 12-la-Ib ISSUED FOR PERMITS
OPTIONS. U1 --- --- _--.--_ ____—_-,_ - - - -- --- --__
TABLE 3.1
AKNO
I �O 1 �®7 5 :
FASTENER SCHEDULE FOR STUCTURAL MEMBERS
JOINT DESCRIPTION
NUMBNAIL SPACING
ER AND TYPE OF SIMPSON LSTA 30-IBGA.
FASTENER
ROOF FRAMING I. ALL FRAMING LUMBER TO BE GRADE STAMPED DOUGLAS FIR-LARGH 2" x 8" RR ® I6" O.G. RIDGE STRAPS AT EA.
STRUCTURAL GRADE NO. 2 OR BETTER. RAFTER.
Rafter to ToI2 Plate Toe-nailed) 12or rafter 2. ALL EXTERIOR FRAMING TO BE STRUCTURAL GRADE GGA TREATED LUMBER. TYP. ROOFING OR �\
CallingJoist to To Plate Toe-nailed 3-8d -per 01st
Cellin Joist to Parallel Rafte:r Face-nailed 4-Ibd each la 3. ALL SHEATHING TO BE AP.A. RATED, EXPOSURE I, I/2" MIN. THICKNESS.
ceiling Joist Laps over Partitions Face-nalled 4-Ibd each IaI2 PERIMETER PANELS AT EDGE OF ROOF 4 WALL CORNERS TO BE NAILED ® 4" 0, 1" MIN. AIR SPACE 2"x4" COLLAR TIES AT / \
Collar Tie to Rafter ace-nailed 4-8d er tie ALONG EDGES 6" O.G. IN FIELD W/ SOLID BLKG. UNDER ALL SEAMS. ABOVE INSUL. I6" OGl" DOWN
Blockingto Rafter Toe-nalled 2-Sd each end 4. USE SOLID BLOCKING OR X- BRACING BETWEEN ALL JOISTS ® 5'-0" MAX. SPAGI O.G. 3
Rim Board to Rafter d-nailed 2-Ibd I each end 5. PROVIDE DOUBLE FRAMING UNDER ALL POSTS $ PARALLEL PARTITIONS. BETWEEN RIDGE AND
KAL.L FRAMING 6. ALL FLUSH WD. CONNECTIONS TO BE FASTENED W/ RATED GALV. METAL GEILING JOISTS.
ToI2 Plate to Top Plate Face-nailed 2-16d er foot CONNECTORS BY 51MP50N (OR EQUAL).
I/2" G.W.B.
L�1G3C�H1�4CC�4
Top Plate at Intersections Toe-nailed 4-I6d I joints - each side
Stud to Stud ceder ailed I6d 24 o.c. O L A Z I '� I O '� I®7 5 " R-2 IN5UL. SHEATHING + + +
Header to Header Face-nailed 2-Ibd Ib" o.c. alonged es I� I� '
(OPTIONAL) LAG BOLT NAILER W/ (2) G30Mf�G3G�IC�QDo 9
To or Bottom Plata to Stud End-nails 2
2-I6d per x4 stud I3�83/&"4> X 4-I/2" BOLTS � 32° O.G.
3-I6d er 2x6 stud INSULATION
4-I6d per 2x8 stud WINDOWS / 5L. GL. DOORS AS MANUF. BY ANDERSEN, A-SERIES W/
IN51JL. CLASS, IMPACT RESISTANT 4 DESIGN PRESSURE RATED AS REa'D "
Bottom Plate to Floor Joist,Band oist,End oist or Blockingace-nailed - per foot BY CODE OR USE: STRUCTURAL PANELS FOR STORM PROTECTION- TYP. EXT. TECO EA. R.R: TO 2x8" NAILER �� n n °
FLOOR FRAMINcS PROVIDE PRECUT, PREDRILLED PLYWOOD, 7/16" THIGK. WALL (2"x4" [%%L
Joist to Sill Top Plate or Girder Toe-nailed 4-8d l2er Joist INCLUDE ATTACHMENT HARDWARE: IN ATTIG
2 1/2" NO.S WD. 5GREW5 a 16" O.G. F/ SPANS UP TO 6 FEET, SPAGES) =- "
BrIcIclincl to Joist Toe-nailed 2-8d each end AND ® 12" O.G. F/ 5PAN5 BETWEEN b 4 8 FEET.
Blocking to Joist Toe-nalled 2-5d each end :
13lockine to 5111 or T012 Plate (Toe-nalled) 3- each block BUILDER TO VERIFY 4 CONFORM TO ALL REQUIREMENTS. REVIEW OPTIONS e, ��,/�. ����. � _
Led er Stripn
to Beam Face- ailed I
3-I6d each 01st WITH OWNER. I ��
111 - 1'-011 1 ��
07
Joist on Ledger to Beam To -Haile 3-8d er Joist OPTION: PROV. 1"x4" PIGTURE-FRAME TRIM (ALUM. GLAD) TO ATTACH 5TRUGT. '
Band Jorat to Jolet End-nallod a-16,d r 'ort
Band Joist to Sill or Top Plate Toe-nailed 2-I6d 112or Joist PANELS. PREDRILL HOLES F/ HARDWARE, PROV. PLASTIC INSERTS TO PROTECT
6 +.
FROM WEATHER, ETC. (VERIFY DETAILS) • ,,
ROOF SHEATHING
f
Structural Panels lbd 6" ed e /b" field T
Plocional Board Sheathing
I.Ixb" or I..X&.. 2-8d ort MAINTAIN I" CLEAR
I"xIO" orwider per support
FOR VENTILATION.
C,WLINcS SHEATHING '�
D � I �I � � I � I � : .. NOTCH RR F/
sum Wallboard 5d coolers 7 e / 10" field SHEATHING" ed "3"61
WALL SHEATHING TECO �(?
ruc ura Panels edcle le Id AMERIGAN FOREST AND PAPER ASSOCIATION (AF4 PA) EA. _15T. 2- 51MP50N "H2"
Fiberboard Panels "
WOOD FRAME GONSTRUGTION MANUAL FOR CONNECTORS ® Ib O.G.
❑
7116" (ONE EACH SIDE)bd 3" edge /6" field ONE AND TWO- FAMILY DWELLINGS. (2001 EDITION)
25/32" Sd 3" edge /b" field
2"xb"
R-30 INSUL.J
G.J. 12-Icf-I6 ISSUED FOR PERMITS
Oupsum Wallboard 5d coolers 7" ed e / 10 field
Hardboard 8d 6.11 ed a 12 lend
AND CONSTRUCTION.
Particleboard Panels 8d 6" edge / 12" field GROUND SNOW LOAD 30 P5F
Placional Board 5hoothing WIND SPEED . NORTWORT 120 MPH (3 SECOND GUST)
2-8d per support TYP. ROOF. TIES:
I"xb" or 1"x8" 51MP50N H7
I"xl0" or wider 3-8d per sul2l2ort WIND EXPOSURE CATEGORY B ( 50BURBAN, SEMI-WOODED) CONNECTORS ® I6" O.G. JI
FLOOR SHEATHING SEISMIC DESIGN CATEGORY G U.N.O. "X4"
Structural Panels
I" or less 8d b" ed e / 12" field WEATHERING AREA SEVERE
reater than I" IOd 6" ed e /6" field ICE SHIELD YES D
Dta onal Board Sheathing
1"W' or I"x5" 2-&d per support FROST LINE DEPTH 3'-0
" 1'-4"
1"AO" or Hider 3-8d per supportU.N.O.TERMITE AREA MODERATE TO HEAVY JUN N
I� I �w� 1 8 201
ROOF SHINGLES DECAY AREA SLIGHT TO MODERATE ®I�l I�1. T ®Y�4 ®® ' e
'
TY�. fi�®® lel/ G.�l. ll
Asphalt roof shingles roofing manufacturer and provide and no less than 4 fasteners per strip shingle. TOWN��a, �,.
Galy. stn. min. 12 go. shank w/a min. 3/8 dia. head. fastener shall penetrate WINTER DESIGN TEMP
P 9 through the roofin materials and a min. of 3/4" Into roof sheathing and shall
1 Nalling requirements are based on wall sheathing nailed b" on center at the panel edge. If wall sheathing Is nailed
3" on center at the panel edge to obtain higher shear capacities,nailing requirements for structural members I
shall be doubled,or alternate connectors,such as shear plates shall be used to maintain the load path.
s When wall sheathing Is continuous over connected members,the tabulated number of nails shall be permitted to be DOUBLE TOP PLATE
reduced to I-16d nail per foot. 8302.9 Wall and ceiling flnishes not Including trim, door, and window frames shall have
a flame-spread classification of not greater than 200. Wall and ceiling finishes shall
have a smoke-developed index of not greater than 450.
8302.14 Combustible insulation shall be separated a minimum of 3 inches from
recessed lighting fixtures, fan motors, and other heat-producing devices or HEADER
separated in accordance with the conditions stipulated in the fixtures listing.
Recessed lighting installed in the building thermal envelope shall meet the -
4 requirements of Section N1102.4.5 O z_ FULL HEIGHT
I. All work shall comply with the 2015 International Residential Code for one and STUD
p y � 8308 Glazing at hazardous locations shall have glazing protection in conformance
two family dwellings, the: 2001 Wood Frame Construction Manual and the A5GE--1-05. with r30b. In general, glazing in all doors and fixed side panels, Giazings less than
Contractor shall coordinate any and all inspections as required to obtoln certificate 60" above surfaces of tubs showers, etc. Glazing within 24" arc, of doors in closed
of occupancy on behalf of the owner. 1-4" x 18 GAUGE -HEADER TO STUD:
2. All work shall comply with the New York State Ener Conservation Code. See than lb" with sills less than r. above floor. Giazings over 9 square feet and less STEEL GOLIED JACK STUD BY 51MP50N L5TA21 CONNECTOR
p y 9y than 18 above finished floor. Glazing near stairways/landings. See complete text of
note 5. 8305.4. Glazing for speciflGs on locations and exceptions. TYP. FLOOR STRAP NO. G515 W/ I6-I00 FASTENERS
3. All electric work shall comply with the National Electrice Godo. Electrician shall JOIST BY SIMP50N
obtain fire underwriters, certificate for all electric work and shall submit to owner. R308.b Skylights and sloped glazing shall comply with this section and have fully UNDER JO15T(12"
Provide all outlets and Junction boxes required for all appliances, pumps, equipment, tempered glazing. END LENGTH) 16"
etc. Contractor shall review service requirements, all lighting, outlets, fixtures, phone WINDOW SILL
Jacks, T.V. cable jacks, etc. with owner as required for the full installation and 8309 Garage opening protection and separation required to be as noted and in O.G. PLATi=
satisfaction of owners requirements and code compliance and shall provide same. conformance with 8309. Garage floor surfaces shall be sloped to facilitate the I BOX BEAM. STUD TO PLATE:
Architect is not responsible for electricall designs for this project in any capacity. movement of liquids to drain toward the main vehicle entry doorway. MATCH FJ
4. All plumbing work shall comply with the National Plumbing Code and all local codes. 51MP50N "HOU5" UPLIFT
Contractor shall review with the owner the requirements for plumbing installations 8310.1.1 All emergency escape and rescue openings shall have a minimum net clear
including but not limited to fixtures, trim, accessories, etc. and requirements for water opening of 5.7 square feet. 24" minimum clear openin height, 20" minimum clear CONNECTOR G �" DIA. 1�
service and domestic hot water. Architect 15 not responsible for any plumbing systems opening width, 44" max still height. g g TYPICAL IN CORNERS <
in any capacity. Contractor shall provide sanitary system In accordance with the OF BUILDING AND AT PTS \
owners approved site plan and shall coordinate all inspections required for approval FINAL, INSTALLED 5TAIRWAY5, HANDRAILS, GUARD5 SHALL BE INSTALLED IN FULL BOTTOM PLATE ENDS OF SHEARWALL5. 1-1--I �`
LU ks)
of some. And surveys lindicating final tank locations shall be by owners surveyor. CONFORMANCE WITH THIER RESPECTIVE CODE SECTIONS. ARCHITECT 15 NOT
Contractor shall provide surveyor with information as required. RESPONSIBLE FOR THESE INSTALLATIONS. --� --�
5. All H.V.A.G. work shall comply with Article 10 of the Nx.S. Uniform F1re PreventionI
and BuildingCode and Ener Code. Contractor shall review all mechanicals stems 8311.7 Stairways shall not be less than 36 inches in clear width at all oints above the FL-COR TO FL.CCR
with owner for type of system to be provided (I.E. oil, gas, or electric hot water or permitted handrail height and below the required headroom height. Handrails shall not I /' �IIGG T i F I CAL RA l"I I I S �r=7AIL Q O Uj
air, etc.) including air conditioning requirements. Architect is not responsible for project more than 4.5 inches on either sideof the stairway and the minimum clear
heating or air conditioning systems in any capacity. r width of the stairway at and below the handrail height, including treads and landings, I" = I'-O" A7 Y`4l�tJ��1 Oil l I�l� Q
� (� \
6. Owner shall obtain any and all required permits prior to allowing contractors to shall not be less than 31.5 inches where a handrail is installed on one side and 27 1-
proceed with any of the; work. inches where handrails are provided on both sides. The maximum riser height shall be I" = I'-O" W � Z
7. All site work inGluding sanitary system,utilities, easements. setbacks, elevations, 825" and the minimum tread depth shall be 9" in conformance with 83142. Minimum ,�J Z
drainage, retaining walls, etc. shall be in accordance with a site plan prepared by the headroom 6'-5'. All stairs shall be provided with illumination in accordance with (4
owners surveyor. The Architect is not responsible for site designs of any type in any Section R303.4. Enclosed accessible space under stairs shall have walls, under stair TYP. EXT. WALL O �
capacity. surface and any soffits protected on the enclosed side with 1/2-inch gypsum board. f
8. All work shall be performed by licensed contractors whom are experienced with mLU
`u ►.'� �j'
the type of work being performed. All contractors shall maintain liability insurance and 8311.7.8 Handrails having a minimum and maximum heights of 34 inches and 38 inches, R-15 BATT F-i
workers compensation Insurance in connection with all work being performed to respectively, measured vertically from the nosing o the treads shall be provided on
project. at least one side of stairways. All required handrails shall be continuous the full I I 1
9. All materials, systems, equipment, fixtures, etc. shall be Installed in strict length of the stairs with two or more risers from a point directly above the top riser
compliance with the manufacturers written specifications and installation instructions of a flight to a point directly above the lowest riser of the flight. Ends shall be EXIST. FLOOR - `,,/ LH
Including all clearances for service, etc. returned or shall terminate in newel posts or safety terminals. Handrails adjacent to JOIST ( O z N
10. All contractors shall warrant their work in writing to the owner for a minimum a wall shall have a spce of not less than 1.5 inches (35mm) between the wall and the -� O
period of two years. handrail. The handgrip portion of handrails shall have a circular cross section of 1-1/4
11. The Architect shall not have control or charge of and shall not be responsible inches minimum to 2-5/5 inches maximum. Edge radius of I/5". I FIRST FLOOR LH
programs
construction means, methods, techniques, sequences, or procedures, or for safety j�
programs in connection with the work or for acts or omissions of the contractor, 8312 Guards are to be a minimum of 36 inches (914mm) in height. Open sides of stairs O'-O" ,{� OI
subcontractors or any person performing any of the work, or for the failure of any of with a total rise of more than 30 inches above the floor or grade below shall have f _W
O
them to carry out the work in accordance with the intent of the contract documents in guards (each side) not less than 34 inches in height measured vertically from the I
that sold res onsibllt Is the sole responsibility of the contractor. O
p y p y nosing of the treads. (second story guards are recommended to be hlgher�
12. All exterior doors, roofing shingles, trim, siding, etc. shall be reviewed and I " x 18 GAUGE STEEL
approved by owner. 8314 Single and multiple-station smoke alarms shall be installed in each sleeping I�GOLIED STRAP WRAPPED � uU
13. All interior finishes including but not limited to walls, flooring, tile, etc. shall be room, outside of each separate sleeping area in the immediate vicinity of the UNDER SILL AND OVER Do d
reviewed with and approved by owner. bedroom, on each additional story of the dwelling, including basements. The alarm R-30 INSUL. EAGH STUD W/ 12" MIN. a
14. All miscellaneous interior Items Including but not limited to doors, trim, fireplaces. devices shall be interconnected In such a manner that the activation of one alarm will W/VAPOR BARRIER UP C O STUD BEARING. NO. G50 a [�
closet shelving, kitchen cabinets, shelving. hardware, etc. shall be reviewed with and activate all of the alarms in the individual unit. The alarm shall be clearly audible in all BY SIMPSON
approved by owner. bedrooms over backround noise levels with all intervening doors closed. All smoke o 0
15. Where existing walls, posts etc. are removed it 15 the responsibility of the alarms shall be listed and installed In accordance with the provisions of this code
contractor to provide temporary support, shoring, bracing, etc, as required. and the household frrewarning equipment provisions of NFPA72. a CB44 ANCHOR BY 1(022
a SIMPSON. TYP. GRADE
8315 Carbon monoxide alarms shall be installed outside each separate sleeping area
in the immediate vicinity of the bedrooms. Where a fuel-burning appliance is located 12" DIA. 5ONOTU5,E W/
51
ON L0A�5: within a bedroom or its attached bathroom, a carbon monoxide alarm shall be - MID IFUL[E° PROJECT5-1622
installed within the bedroom. Carbon monoxide alarms shall be listed in accordance 3500 PSI GONG:'MIN. 36" a �, O ° A-I.DWG
with UL 2034 and UL 217. BELOW GRADE.
LIVE DEADm
8702.7 A vapor retarder are required on the interior side of frame walls in Climate DQIMPOH2�#o
30 10 ROOF : sNow LOAD: Zones 5, 6, 7, 8 and Marine 4 with the exception of basement wails and below grade a a a
PER .12 RTGH portion of any wall.
40 10 DECKS / PORCHES
40 IO ROOMS OTHER THAN SLEEPING ROOMS R8o7.1 Attic access. An attic access opening shall be provided to attic areas that
exceed 30 square feet and have a vertical height of 30 Inches or greater. The
30 10 SLEEPING ROOMS rough-framed openlnh shall not be less than 22 Inches by 30 Inches and shall be
20 10 ATTICS WITH STORAGE located in a hallway or other readily accessible location. A 30-Inch minimum
unobstructed headroom in the attic space shall be provided at some point above the
10 10 ATTICS WITHOUT STORAGE access opening. See Section M1305.1.3 for access requirements where mechanical
equipment 15 located in attic.
RIOOLI Masonry chimneys shall be constructed, anchored, supported, and reinforced
as required in this chapter and the applicable provisions of Chapters 3, 4, and b with
applicable clearances to combustibles and firestopping.
Pmmmu 1�100gR I of 3
REMOVAL NOTES. I
1. GONTRAGTOR SHALL COORDINATE AND VERIFY REMOVAL OF ANY
EXI5TINO CONSTRUCTION THAT 15 NECESSARY TO COMPLETE NEW
WORK. GONTRAGTOR SHALL BE RESPONSIBLE FOR THE REMOVAL owl
LIMITS OF ALL EXISTING CONDITIONS THAT INTERFERES WITH THE
CONSTRUCTION OF NEW WORK.
2. ALL MATRIAL REMOVED SHALL BE PROPERLY AND LEGALLY
D151`05ED OF.
'aulp M. �QG�[,�19 GQoD oLQo
&G3@mDu1E@u
1=OUNI:�A7I0N NOTES: 2T9 Mmm@)m
GilnMRGumm)o mw �I @CJS
FND./ FTG.: 66 0T.TRT.291643
8" THICK CMU FND. WALL (or P.G. WHERE NEW) w/IYP. ANGHOR BOLTS,
ON CONTINUOUS I6"w. x 8"d. P.G. FOOTING; TO A MIN. DEPTH OF 36"
BELOW GRADE - ON UNDISTURBED GLEAN GRANULAR SOIL w/ MIN. I TON ��/1(� C3
PER S.F. BRIG, CAPACITY. OPT. REBAR: 2-#5 BARS, HORIZONTAL - o
CONTINUOUS AT TOP a BOTTOM OF WALL AND/OR IN FTG. w/ MIN. 3"
COVER.
a-O iI2 SI LLITYP. ANGHOR B0LT5:
�
" 2-2"x 6" (or I-2x6 MIN) PRESSURE-PRESERVATIVE-TREATED (PPT) SILL `30 YR. ARCHITECTURAL
12 DIA. SONOTUBE PLATE, (PROV. TYP. 51LL/WALL TIES, WHERE READ) OVER TERMITE
ASPHALT ROOF 5HIN6LE5 SHIELD AND SILL SEALER w/ /8 dta. ANCHOR BOLTS (7 MIN. EMBEDMENT
W/ 3500 P51 GONG. s
OVER I5 LB. FELT d " MIN. AND 3 SQUARE WASHERS) ® 36 o.c, t 28 o.c. WITHIN 8 FT. OF CORNERS
MIN. 36" BELOW �� �� ��
GRADE - GDX PLYWD. SHEATHING. AND 12" MAX. FROM EAGH END OF SILL PIECE. COORDINATE -
PLACEMENT w/HOLD-DOWN BOLTS, AS R.EQ'D. TO CONNECT TO
'7 5HEARWALL STUD BRAGKET5. (SEE DETAILS).
r _�3
- (?) 2x10 • - - - - - - - - - - - - - - - - - - _ - - -
a � F' `�'. �- - - - - - - - - - - - - - - - - - - - -� LA : 0"II �.�
REQUIRED ONLY AT ROOF BEARING WALL5: PROVIDE SIMPSON 6520,
I (20 Gage), 1 1/4" STEEL STRAP TIES a I6"1 (AT EA. STUD w/MIN. 8- 8d
4"x4" NO. P05T I I I ( I NAILS, EA. END) WRAPPED UNDER 4 UP IN51DE FACE OF SILL, GUT TO
o 1 1 1 l I LENGTH AS REQ'D. (5EE DETAIL)
I I 1 1 I I COVERED PORCH HOLD-DOWN BOLT:
I BELOW 51MILAR TO TYP. ANCHOR BOLT, EXCEPT SPACED A5 REQ'D. TO
A a I I I I ANCHOR 5HEARWALL SEGMENTS. (SEE 5TNO. DETAILS). CONTRACTORS J La
I 1 I A MUST COORDINATE PLACEMENT OF ALL BOLTS (BEFORE GON5TJ TO
2'W R.R. ® I6"O.G. I -3 I I -3 INSURE ALIGNMENT OF BOLTS $ 5TUD BRACKETS. OPTION: (INSTEAD
1 I OF HD2A'5 4 BOLTS): USE STRAP TIE HOLDOWN 51MP50N 5THDI0 12-iq-I6 ISSUED FOR PERMITS
I 2"xb" G.J. I6"O.G. I `�� 11 I AND CONSTRUCTION.
CO l$ I ( I EMBEDED IN FND. WALL 8 EXTENDED UP OUTSIDE FAGS OF WALL AS
REOV. [SEE FLOOR PLAN FOR SHEARWALL SEGMENTS]. I 6-26-17 REVISED AS PER
tI- CONCRETE: OWNER CHANGES.
ALL CONGRETE TO BE STONE AGGREGATE, WITH A MINIMUM (28 DAY)
I I I LL- - - - - - - - - - - �� U5TE5� INCLUDINGGTH OF 3 ARAGI SLAB, ET� 3500 PSI, FOR ALL EXTERIOR
I
I 2'1 WD. FRAMED I ( I I
I WALL TO FOLLOW I I I I p ^ G
2"x4" STUDS ® SLOPE OF ROOF ® I 1 I I I C�O N C�I`E T E N 0 T�15
I6" O.G. -�•� EDGE OF EXIST. I
y ROOF LINE I I I I <_ LINE OF NEW ROOF
1 I I I I I I. ALL CONCRETE WORK SHALL CONFORM TO AGI 301-ciQ;
1 I I I I I CONCRETE SLABS SHALL BE 3500 P51 STONE CONCRETE; ALL
EXTERIOR CONCRETE WORK SHALL BE 4000 PSI AIR-ENTRAINED.
2"xb' RAFTERSI I I SLABS ON GRADE SHALL BE NORMAL WEIGHT CONCRETE.
® Ib" O.G. ' I I I P� I I 2. ALL REINFORCEMENT SHALL BE DEFORMED TYPE
INTERMEDIATE GRADE NEW BILLET STEEL CONFORMING TO ASTM
I<' LINEOOE ROOF 1 I
A-615 GRADE 60.
1 l i i i 3. TEMPERATURE REINFORCEMENT, SPLICES, SUPPORTS FOR
REINFORCEMENT SHALL CONFORM TO REG2UIREMENT5 OF AGI-318
COX PLYWD. I I L 4. CONTINUOUS REINFORCEMENTS SHALL BE LAPPED 48
SHEATHING OVER I ( 1 PROVIDE
DCHIMNIEY ET ® L - I DIAMETERS AT SPLICES AND CORNERS AND HOOKED AT NON-
Ex15T. NO. ROOF I I ( CONTINUOUS EN05 OR EXTENDED 24 BAR DIAMETERS UNLESS
DECKING. CONTINOUS RIDGE ) OTHERWISE NOTED. DETAILING OF ALL REINFORCEMENT SHALL
iv ❑ VENT
BY OBRA I I BE IN AGGORDANGE WITH AGI 5P-66. (88)
OR
x
1 5. PROVIDE TWO #5 ALL 51DE5 FOR OPENING5 IN CONCRETE
WALL5 UNLESS OTHERWISE NOTED. EXTEND BARS 2'-0" BEYOND
OPENING; HOOK ENDS.
(5. PROVIDE SLEEVES AND BOX OUT FOR OPENINGS FOR
MECHANICAL TRADES. OPENINGS SHALL BE PLACED SO A5 NOT
2"x4" STUDS I I I PROVIDE STEP I TO AFFECT THE STRENGTH OF STRUCTURAL MEMBERS.
16" O.G.
FLASHING 0 EXIST. I
I I I I CHIMNEY.
1 I l i I LINE OF r-RAl�I NC NOTES:
EXISTING
I I I I I I DWELLING
1 I 1. ALL FRAMING LUMBER SHALL BE GRADED STAMPED DOUGLAS
I I I PITCH I I FIR-LARGH STRUCTURAL GRADE NO.2 OR BETTER.
2. ALL 5HEATHING TO BE APA RATED, EXP05URE 1. 5/8 MIN.
LI I THICKNESS OR A5 NOTED.
2"xb" RAFTERS I L 3. ALL SUBFLOORINO TO BE APA RATED 5TURD-I-FLOOR.,,
a Ib" O.G. I 1 I I I EXPOSURE I. 3/4" MIN. THICKNESS. ALL EDGES OF PLYWOOD TO W
I BE SET ON SOLID BLOCKING. GLUE AND NAIL PLYWOOD
SUBFLOOR TO FLOOR JOISTS.
1 i I 4. ALL HEADERS 6-0" AND OVER SHALL BE SUPPORTED WITH d)
1 I i I I I DOUBLE UPRIGHTS, Q'-O" AND OVER WITH TRIPLE UPRIGHTS. ALL O I
HEADERS SHALL BE A MINIMUM OF 2-2X8 OR AS SHOWN ON 117
I1 1
4-I 4 10-3 101-5114 4-10 3/4 I -I � I I I ( DRAWINGS. F--I ""' �
o.H 0• •I �� l I 1 I I 5. SOLID BLOGKING SHALL BE PROVIDED FOR ALL JOISTS AND C/7 r z
I I I I FLOOR BEAMS AS PER N.Y.5. CODE OR AS NOTED ® 8'-O" O.C. �T� Z
- - - - - - - - - - - - - - - - - - - - - I 1 PROVIDE 2" AIR SPACE FOR AIR CIRCULATION IN ROOFS. W D_
L -- - - - - - - -- - -- - - - - - - - - -- - -- -- - Z - - - - - - - - - - - --- 6. DOUBLE FRAMING AROUND OPENINGS(sk li hts,stairs etc) OR AS
- - - - - I - - - - - - - -- - - - - - - - - � - - - - - - - � - - - I NOTED ONDRAWINS. y9 v Lu IL
1. DOUBLE UP FRAMING ON ALL POSTS AND PARALLEL PARTITIONS — I Q
\ 2"x LED R BOARD G RE PORCH 0 OR A5 NOTED ON DRAWINGS.
IA, x 4�" AG BO S � B LOW 4 4 'Py N •i LINE OF LOWER 8. ALL FLUSH WOOD CONNEGTION5 SHALL BE FASTENED WITH O
ST GGERED 32" O �y POT �`
I ry (2) "xl0" (21 2"xl0" (2 "x10" I � m ROOF BELOW. RATED GALVANIZED METAL GONNEGTOR5 BY SIMPSON OR r ry
D_ APPROVED EQUAL. �/ Lu i Iv
' u V Q. PLYWOOD SHEATHING TO BE NAILED WITH 80 ® 4" O.G. '� Z_
NIlk EXTERIOR EDGES AND 60 a 12" O.G. INTERMEDIATE. N
10. ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE AND J(� � <
' 11 NOS STUD WITH 5ALVANfZED HURRICANE TYPE H? GONNEGTOR5 BY (� O W
101- 211 10-311101-211 12" DIA. 50NOTUBE C, IMPSON OR APPROVED EQUAL. 00 U-
00
¢ W/ 3500 PSI GONG. I. PROVIDE NEW ALUM. GUTTERS +J 11. ALL PRE-ENGINEERED LUMBER SHALL BE "TRUSS JOIST" TJI I
MIN. 36" BELOW LEADERS. SERIES WOOD-I-BEAMS AND LVL PRODUCTS OR EQUAL. ALL
GRADE (TYP. 4) 2. ALL PLUMBING VENTS SHALL BE JOISTS GIRDERS AND HEADERS SHALL HAVE BEARING O o0
1 ®� F A�a I I '}�V�O FLA 0 0 F L/N I EXTENDED THROUGH NEW ROOF
I 1 I �4 AS PER CODE. STIFFENERs INSTALLED AS PER MANUFACTURERS @ � ril
SCALE: 1/4" = I'-D" SCALE: I/4" = I'-O" RECOMMENDATIONS. WEB STIFFENERS SHALL BE REQ'D AT ALL d N
LOAD AND BEARING POINTS AT A MINIMUM. A SINGLE 1-3/4" LVL
RIM JOIST SHALL BE REQ'D AT FLOOR PERIMETERS. HANDLING,
5TORAC9E, ANP ERECTION OF GOMPONENT5 5HALL BE A5 PER p[2W19 U#p 1624
MANUFACTURERS RECOMMENDATIONS.
12. ALL MULTIPLE LVL PRODUCTS TO HAVE 2 ROWS OF 1/2" DIA.
MACHINE BOLT5 a 12" O.G. C LaD o PROJECT5-1624
13. PROVIDE FIRE5TOPPING AT ALL LEVEL PENETRATIONS. A-2.DWG
14. BRIDGING TO BE PROVIDED FOR ALL JOISTS AND FLOOR
BEAMS, SPACING NOT TO EXCEED V.
DG3/QM�7n[�C�#o
ROOr- I Ne NOTES:
I. ALL ROOF SLOPE AREAS SHALL BE 40 YR. ASPHALT SHINGLES BY
TIMBERLINE, COLOR TO MATCH EXIST. ON 30 LB. FELT AND 3/4"
GDX. PLYWOOD.
A :2
2. PROVIDE GRADE ICE d WATER SHIELD AT LOWER 36" OF ALL
SLOPED ROOF AREAS AND AT ALL VALLEYS.
gmmu mal 2 of 5
WD SIDING AS
TYP I Gr�L, NOT�5: SELECTED BY 12"xib" VENT RIDGE
OWNER TO MATCH VENT
_ EXISTING 6" ALUM. I
} O z TRIM z
O
EXT. WALL: HEADER: PROVIDE BLIND z 0
2 x6" STUDS ® I6 o.c. (8 HT. ® 1st FLRJ w/ R-IQ INSUL. MIN. HEADERS: 3-2 x8
AT 2x6 WALLS, AND 2-2 x8 FLASHING MI
AT 2x4 MASONRY - O
SHEATHING: 1/2" MIN. COX PLYWOOD, EXTEND TO COVER FULL WALL5/PARTITION5, UNLE55 NOTED OTHERWISE (U.N.0). SPANS OF CHIMNEY TO N
TOP, 50LE 4 SILL PLATES. THEN COVER w/ 15 LB. FELT or TYVEK 6'-0" AND OVER; SUPPORT w/ DBL. STUDS, a-O AND OVER;
BE EXTENDED GRI GKET - - - - - - - - - - - - - - - - - - - Wz
W.P. MEMBRANE (OR EQUAL). VERIFY 510ING/REQMT5. 4 ALL SUPPORT w/ TRIPLE STUDS. PROVIDE METAL TIES (SIMPSON AS PER
---- ---- -- -- -- -----------. 12 +5 -10
�CG�C� Q� C�LQ(n7L�lg LQo�oL°Qo
FINISH TRIM (A5 APPROVED BY OWNER). L5TA21, or EQUAL) FROM HDR. TO JACK STUDS AT EXTERIOR CODE.
WALL5 SUPPORTING ROOF STRUCTURE. -- - -
ROOFING: 2�5 MLaIM C E &WHUZ
ARGHITEGTURAL GRADE (MIN. 30 YR. RATING) ROOF SHINGLES FASGIA/ SOFFIT: G3�MCG3[ CLaD MSI f1g0�
(A5 SELECTED BY OWNER) OVER 15 LB. FELT 4 1/2 MIN. COX I"xb" FASCIA w/ 2"x SUB-FA5GIA (AS NEEDED) SOFFIT: MATERIAL 9
PLY ATHING. USE 6 NAILS PER SHINGLE 4 PROVIDE ICE ---------- ----- - -------- - - - - --- - -- ------ ---- - - -- C� 3fl 0�7�7000 r�4
ELD UNDERL ENT AT FIRST 24" MIN. FROM ALL ROOF (TBD) w/ CONTINUOUS SCREENED VENT, VERIFY ALL DETAILS, TRIM, - _ __ FASCIA
EDGE5BREAK5. ALL A5TENER5 4 FLASHING TO BE CORROSION ETC. - OPT. VER5ATEX TRIMBOARD (or equal) AND/OR T46 WOOD (2) 2"xIO" _ WRAPPED IN
TRIM AS SELECTED. INCLUDE GUTTERS d LEADERS, AS GIRDER - — ALUM. 12
RESISTANT. APPROVED BY OWNER. WRAPPED IN X
ROOF TIES: SUB—FLOOR: ALUM. - _ w z
PROVIDE SIM 520 STRAPS, GUT TO LENGTH 1 F/ MIN. 8- 8d 5�4" THICK A.P.A. RATED PLYWOOD ALL EDGES OVER SOLID - — u-
0
_
D OF STRAP, AT EACH RAFTER ® 16"o.c. USED TO 0
_
BLOCKING, GLUE 4 NAIL PLYWOOD TO FLOOR JOI5T5/FRAMING. - — w
W
TIE ROOF RAFTERS TO ALL 5TUD�3 J`ON, (VERIFY 5PEGIFIG UNDERLAYMENT REQUIREMENTS FOR ALL FINISH
VERIFY PROPER NEW 4x4 z_
- —
ALIZTII°IE1Q�F STUDS 8' PTERS FOR CONNECTION OF TIES. POST --r
FLOOR MATERIALS AS SELECTED BY OWNER). -
_ 12" DIA. 50NOTUBE
WALL TIES: RIM 80r�RD: - W/ 3500 PSI GONG.
REQUIRED ONLY ON (2 STORY HT) ROOF SUPPORT HALLS : - L J -- MIN. 50 BELOW
AT TJI ENGINEERED FLR. JOISTS, BY WEYERHAEUSER, (LEVEL;USE
WHERE UPPER LEVEL STUDS ALIGN WITH LOWER LEVEL 5TU05: TIE - -- ---- - - GRADE.
MIN. I" e-RIM BOARD (or EQUAL) EXCEPT AT PORCH 4 DECK GRADE
STUDS TOGETHER w/ 51MP50N 0520 STRAPS ® Ib o.c. USE MIN. NAILER5•USE lY4 RIM BOARD. ALL INSTALLATION DETAILS MUST ' d.
7-8d NAILS, EACH END OF STRAP. (SEE STANDARD DETAILS,
FOLLOW�MFR. SPECIFICATIONS. USE 2-2x4 VERT. SQUASH BLOGK5 r
DWG' U. (PER J5T) UNDER ALL BEARING PARTITIONS 4 POSTS. I I I I I I EXISTING WD. SIDING
SILL/WALL TIES: SMOKE PETEGTORS: ® I I I I I I I
READ. ONLY AT WALLS SUPPORTING ROOF STRUCTURE : USE
---yam
51MP50N G520, 20 GAGE STEEL STRAPS ® Ib"o.c., GUT TO LENGTH INGLUDING CARBON MONOXIDE DETECTION: PROVIDE BOTH
AS REQ'D. FOR 7-8d NAILS, EA. END. WRAP FROM UNDER A5 PER CODE, TO BE HARD-HIRED AND INTERCONNECTED. I 5 O U 7 H L \ /A 7 I O
ANCHORW
ED SILL 8 UP OUTSIDE FACE OF ALL, IN LINE w/ STUDS, (NOTEr ALL DEVICES, MAY NOT BE SHOWN, VERIFY ALL x I
(SEE DETAIL, DWG. I) LOGATIONS, ON ALL LEVELS). SCALE: I/4" = I'-O"
RIDGE 30 YR. ARCHITECTURAL
PORCH COLUMN: VENT ASPHALT ROOF o
OPT: 6"x 6" PERMAGA5T, LOAD BEARING COLUMN [MIN. 3000 LB. SHINGLE
CAPACITY] BY HB$O (OR EQUAL) AS SELECTED, VERIFY ALL - -
12 1cf Ib ISSUED FOR PERMITS
OPTIONS. z _ _ --- -- - - __-". -- --- -- -- - - -- - -- - - - AND GONSTRUGTION
-OR- (3)2"x4 B.U. POST, BOXED TO 6"x 6", VERIFY ALL 3_ —---- _------ - - - — -----.��_._:-,--- — - —.-------=—_---__--_._:---- =)�.- -
MATERIALS, TRIM, DETAILS, ETC. PROVIDE TIE-DOWN HARDWARE; w F __.___,
TOP TO HDR. rE BOTTOM TO PIER/ANGHOR BOLT A5 REQ'D. - z - -- --- =='-- ------ ^ - _--- - - _-- -- - --- - END W F GABLE
— -- - - - — -
INSTALL GOLUMN/HARDWARE AS PER MFR. SPECS. u ------ -- - _ _---.- --._ ___----- .--_.- - I I 6-26-1-7 REVISED AS PER
BEYOND. OWNER GHANGE5.
-- .—-- -___- ---- ------ - - _ ---_�_— _--
+5
FASCIA
WRAPPED IN
N ALUM.
X _
(2) 2"xk7" ®IRVER
WRAPPED IN ALUM.
I _
NEW 4"x4"
POST
12" DIA. 50NOTUBE
W/ 3500 P51 GONG.
-- -- I MIN. 36" BELOW
GRADE.
GRADE
_ _ EXISTING WD. SIDING
>N �7 L VAT I ON
SCALE: I/4" = I'-O"
RIDGE
12"Ab" VENT
VENT
WD SIDING AS IL
SELECTED BY 12 >
OWNER TO MATCH
EXISTING
CONTRACTOR
SHALL VERIFY (1
CRICKET IN FIELD THE
ADDITIONAL
HT. REQUIRED
TO THE EXIST.
001 CHIMNEY TO
MEET CODE. ' f '
RIDGE VENT VINYJ ----- -- -------- ----- ------------- - --------- � SLI
2"XIO" RIDGE SOFFIT -_ - - _- -- -- W O ~
BEAM T.O. RIDGE I� CD 'Q�- O
I6-10" FROM GRADE NEW
TYP. ROOF 4.1 "
EXIST. MASONRY
POST
CHIMNEY W < }- ks)
2 I6" O.G. :: 12 +5 1211 DIA. SONOTUBE
COLLAR TIE W/ 3500 PSI GONG.
MIN. 36" BELOW l l I-
6 a 16"o.c. TYP. ROOF TIES
It
TYP. ROOF TIES 2''x4" " GRADE Z d 2xb" GJ ®
KNEEWALL 3/4" PLYWD.ON 16O.G. ---v-- ------------- F�
B.O. HDR
[EX15T. ROOF q'-6" AFF. \
T.O. EXIST. ROOF DECK DECKING \ I EXISTING WD. SIDING l \ -
IN 2 A" GIR. :� �_
III-III W/ 2 TOP 2-q I" TRIM WRAPPED I I Z
I" TRIM WRAPPED \ �
" ALUM EXIST. ROOF PLATES IN ALUM. NORTH L X A T 1 ON D-
IN O
FRAMING TO
REMAIN. VENTED VINYL I SCALE: 1/4" = 1'-0" (N
SOFFIT ,,�4"x4" WD. P05T
WRAPPED IN I"xb" �J
EXISTING COVERED REAR TRIM I [0 O
DWELLING PORCH LINE OF GABLE I 30 YR.
END WALL I ARCHITECTURAL
BEYOND. I ASPHALT ROOF z 1Fq
SHINGLE @ Id
FIRST FLOOR 12
0'-0" ±5�-
CB44 ANCHOR BY 1P120Q4WT#o 1624
SIMPSON. TYP. - - -
------ ---------- -- ---------- - FASO I A
12" DIA. 50NOTUBE -
W/ 3500 P51 GONG. (2) 2"x10" GIRDER VINYL WRAPPED IN
MIN. 36" BELOW WRAPPED IN ALUM. SOFFIT — A-3.DWG
GRADE. - --- NEW 4"x4" POST
DWLr.11'JU�U\l�.l#o
NEW 454" - _ -- - --- - --
P05T — ---- 12" DIA. 50NOTUBE
12" DIA. 50NOTUBEW 3500 P51 GONG.
W/ 3500 PSI GONG. --- MIN. 36" BELOW
MIN. 36" BELOW -- -- ----- — ------ -- ---- GRADE.
GRADE. --
GRADE
EXISTING WD. SIDING I I
I ► AST ELEVA71 ON I 1
SCALE: 1/4" = I'-o"