HomeMy WebLinkAbout41003-Z Town of Southold 2/1/2018
P.O. Box 1179
53095 Main Rd
-� Southold,New York 11971
* i
CERTIFICATE OF OCCUPANCY
No: 39488 Date: 2/l/2018
THIS CERTIFIES that the building ADDITION/ALTERATION
Location of Property: 48400 Route 25, Southold
SCTM#: 473889 See/Block/Lot: 70.-7-13
Subdivision: Filed Map No. Lot No.
conforms substantially to the Application for Building Permit heretofore filed in this office dated
9/13/2016 pursuant to which Building Permit No. 41003 dated 9/20/2016
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:
ADDITION AND ALTERATIONS INCLUDING SIDE ENTRY LANDING TO AN EXISTING ONE FAMILY
DWELLING AS APPLIED FOR
The certificate is issued to Helf Jr,John
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL
ELECTRICAL CERTIFICATE NO. 41003 12-12-2017
PLUMBERS CERTIFICATION DATED 12-21-2017 fi VQ(ge J BeWy Jr
OA th ed Signature
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
TOWN CLERK'S OFFICE
SOUTHOLD, NY
BUILDING PERMIT
(THIS PERMIT MUST BE KEPT ON THE PREMISES
WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS
UNTIL FULL COMPLETION OF THE WORK AUTHORIZED)
Permit#: 41003 Date: 9/20/2016
Permission is hereby granted to:
Helf Jr, John
48400 Route 25
Southold, NY 11971
To: construct additions and alterations to existing single-family dwelling as applied for.
At premises located at:
48400 Route 25, Southold
SCTM # 473889
Sec/Block/Lot# 70.-7-13
Pursuant to application dated 9/13/2016 and approved by the Building Inspector.
To expire on 3/22/2018.
Fees:
CO -ADDITION TO DWELLING $50.00
SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $730.00
Total: $780.00
spector
Form No.6
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
TOWN HALL
765-1802
APPLICATION FOR CERTIFICATE OF OCCUPANCY
This application must be filled in by typewriter or ink and submitted to the Building Department with the following:
A. For new building or new use:
1. Final survey of property with accurate location of all buildings,property lines, streets,and unusual natural or
topographic features.
2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form).
3. Approval of electrical installation from Board of Fire Underwriters.
4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of I%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 Occupancy- Residential $15.00,Commercial $15.00
D te. - — 13- 5d -V to
New Construction: Old or Pre-existingBuilding:Bug (check one)
Location of Property: QavX--t 2-1;—
House No. Street Hamlet
Owner or Owners of Property: St*� CA
Suffolk County Tax Map No 1000, Section ()-)D •0l0 Block p-7.CrO Lot 013 .D 0 0
Subdivision Filed Map. Lot:
Permit No. 00 Date of Permit. Applicant: StIlr/ rA. N�,MV=r =3z
Health Dept. Approval: Underwriters Approval:
Planning Board Approval:
Request for: Temporary Certificate Final Certificate: (check one)
Fee Submitted: $ /O
Appli nature
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Town Hall Annex Telephone(631)765-1802
54375 Main Road Fax(631)765-9502
P.O.Box 1179 roger.richertl�D-town.southoId.nV.us
Southold,NY 11971-0959 Q
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
CERTIFICATE OF ELECTRICIAL COMPLIANCE
SITE LOCATION
Issued To John Helf Jr.
Address: 48400 Route 25 city Southold st: New York zip: 11971
Building Permit#- 41003 Section: 70 Block: 7 Lot: 13
WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE
Contractor: HOME OWNER DBA: License No:
SITE DETAILS
Office Use Only
Residential X Indoor X Basement X Service Only
Commerical Outdoor X 1st Floor X Pool
New Renovation 2nd Floor Hot Tub
Addition X Survey Attic X Garage
INVENTORY
Service 1 ph Heat Duplec Recpt 1 1 Ceiling Fixtures 5 HID Fixtures
Service 3 ph Hot Water GFCI Recpt 2 Wall Fixtures 4 Smoke Detectors 1
Main Panel A/C Condenser 1 Single Recpt Recessed Fixtures 15 CO Detectors
Sub Panel 100A A/C Blower 1 Range Recpt Fluorescent Fixture Pumps
Transformer Appliances Dryer Recpt Emergency Fixture Time Clocks
Disconnect Switches 14 Twist Lock Exit Fixtures �] TVSS
Other Equipment: 1- Combination Smoke/CO Detector, 1- Paddle Fan, 1- Exhaust Fan,
Electric Radiant Floor Heat(1), 4- ARC Fault Circuit Breakers.
Notes:
Inspector Signature: Date: December 12, 2017
0-Cert Electrical Compliance Form.xls
Town Hall,53095 Main Road ► Fax(631)765-9502
P.Q.Box 1179 �'� � Telephone(631)765-1802
Southold,New York 11971-0959
BUILDING-DEPARTMENT
TOWN OF SOUMOL2
CERTIFICATION
Date: `� i g/ . 20/ 7
Building Permit No. _ �to 0 3
Owner. rn AC- r .Y Q-
(please print)
Plumber. 6,6047-1 & . acrrz
lease print)
I certify that the solder used in the water supply system contains less than 2/1.0 of I%
lead.
hers SiWA e
Sworn to before me thisL
day of - , 20_a_
qtr-!�LBER�v r�rf7;=
MO1M►rb.01 ��93
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Notary Publi County X1, 2 JAN 2 6 2018
TO-W-14 OF SO u I HUID
V� OF SOUTyO
cOUIli'1
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
ZFO
INSPECTION
NDATION 1ST [ ] ROUGH PLEIG.
[ FOUNDATION 2ND [ ] INSULATION
[ ] FRAMING / STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
REMARKS:
DATE D 8 INSPECTOR -�
OF SOUIyo<o
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PL13G.
[ ] FOUNDATION 2ND [ ] INSULATION
( ] FRAMING / STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
KELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
REMARKS:
DATE '> >� ) 7 INSPECTOR 4
` D-O L O��Of SO(/Tyo
H �
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPEC ION
[ ] 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: r"m 0 rdlike
f Q/�Sv
DATE (.0 INSPECTOR
pf SOUryolo
O
LAI
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) ELECTRICAL (FINAL)
REMARKS:
DATE IL INSPECTOR
1�
1 of SObT�°
ti 6
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
[ ] FOUNDATION 1ST [ ] OUGH PLBG.
( ] FOUNDATION 2ND [ INSULATION
[ ] FRAMING / STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] RgE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ 7RICAL (FINAL)
REMARKS: � �� Q �
DATE INSPECTO
167 Irg SOIR
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TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] SULATION
[ ] FRAMING / STRAPPING FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
( ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
REMARKS: DiL"m C/
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Jm %
DATE INSPECTOR
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STATE ENERGY r-'ODF,
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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) 7,65-9502 Survey
SoutholdTown.NorthFork.net PERMIT NO. Check
Septic Form
N.Y.S.D.E.C.
Trustees
C O.Application
Flood Permit -
Examined 20 Single&Separate
V IV Ab
Storm-Water Assessment Form
j� Contact:
Approved �/ ,20 Mail to:'SyHrl M • 1416L-P- Z-(L
Disapproved a/c t 4"Cep 1,01ArF, 2'y',
ti n 10 Phone: (,&—'I $°t 1 Q
Expiratio 2
B ' din pector
SEP i 3 �9. 16
APPLICATION FOR BUILIDING PERMIT
BUILDP G DEPT.
Date �'z.—S�P� , 20 k te_
TOWN OF SOUTHOLD, INSTRUCTIONS
a. This application MUST be completely filled iii by typewriter or in ink and submitted to the$uilding 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.
(Sig a 'cant or n e,if a corporation)
14 W-tyo A%� 2�' , .Se� w4 11R'1
(Mailing address of applicant)
State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder
Name of owner of premises � �� 0 - L6--%-5 J2
(As on the tax roll or latest deed) 3
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:
House Number Street Hamlet
County Tax Map No. 1000 Section Cs`to .6o Block 0"7 •W Lot 013.DOO
Subdivision Filed Map No. Lot
2. State existing use and occupancy of premises and intended use and occupancy of proposed co struction:
a. Existing use and occupancy �'4'r,�nP�1 ?, sasepzclr- r�Q F"aM�t.�✓t *es.)
b. Intended use and occupancy 06q *T-xjjj To jj�jg T�a4e-AW S� �pQMMA S7X�
3. Nature of work (check which applicable): New Building Addition Alteration
Repair Removal Demolition Other Work
(Description)
4. Estimated CA I S-o ,=-o . oo Fee
(To be paid on filing th's pplica ' n)
5. If dwelling, number of dwelling units Number of dwelling units on each floor .3
If garage, number of cars A
6.` If business, commercial or mixed occupancy, specify nature and extent of each type of use. r31.A
7. Dimensigns of existing structures, if any: Front 62. 00 Rear UJ f '•
Rear 2.'D 1 Depth 3kOI p
Height 1$ ' lou Number of Stories t Q- H- I `
DLI /
Dimensions of same structure with alterations or additions: Front Rea
Depth \.0\0 �,pHeight 17 , � Numbe .of Stories 'JC'A
"j ,
u � t� � q
8. Dimensions of entire new construction: Front X S! b Rear J Depth 30 D
Height Iko a'S�9" o* Number of Stories �� f
4
9. Size of lot: Front at w •y' Rear 1.2�t Ja . d! ' Depth a Cif1(,Lkr< 3LI 3 •Hb
10. Date of Purchase NWA - Avo°I Name of Former Owner AL'LGSA 2A2EG4„� (S4<DQQXW1 -,A)
11. Zone or use district in which premises are situated I OVD
12. Does proposed construction violate any zoning law, ordinance or regulation? YES NONX
13. Will lot be re-graded? YES NO% _Will excess fill be removed from premises? YES A NO
14. Names of Owner of premises S> vj A. aPLV'-Z ddress_Lbgt-o JZT W Phone No. -'1 W%R1g
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)e
* 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 coveriants and restrictions with respect to this property? * YES NO X
* IF YES, PROVIDE A COPY.
STATE OF NEW YORK)
SS:
COUNTY OF )
S1rh-� 0 . S' Zz being duly sworn, deposes and says that(s)he is the applicant
(NMofiindividual signing contract)above named,
CONNIE D.BUNCH
(S)He is the UW Nrce_ Notary Public state of York
(Contractor, Agent, Corporate Officer, etc.) AA
Oualified in Suffolk County
Commission Expires April 14,2 -,�3
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 t before me thi
�J day of0
Notary Public re of licant
SIFOIRLAAWATEK
Scott A. Russell
_ p M[ANA(G)EACENT
SUPERVISOR �, + ,� 1 - (-'
SOUTHOLD TOWN HALL-P.O.Box 1179 jVJ
53095 Main Road-SOUTHOLD,NEW YORK 11971 Town of Southold
CHAPTER 236 - STORM-WATER MANAGEMENT WORK SHEET
( TO BE COMPLETED BY THE APPLICANT )
DOES THIS PROJECT INVOLVE ANY OF THE FOLLOWING:
(CHECK ALL THAT APPLY)
Yes o
❑ A. Clearing, grubbing, grading or stripping of land which affects more
than 5,000 square feet of ground surface.
❑[ B_ Excavation or f illing involving more than 200 cubic yards of material
within any parcel or any contiguous area.
❑[2 C. Site preparation on slopes which exceed 10 feet vertical rise to
100 feet of horizontal distance_
E] D. Site preparation within 100 feet of wetlands, beach, bluff or coastal
erasion hazard area.
❑�' E. Site preparation within the one-hundred-year floodplain as depicted `
Elb F. Installation of new or resurfaced impervious surfaces of 1,000 square
feet or more, unless prior approval of a Stormwater Management
Control Plan was received by the Town and the proposal includes
in-kind replacement of impervious surfaces.
If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name,
Signature, Contact information, Date & County Tax Map Number! Chapter 236 does not apply to your project.
If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan
and a completed Check List Form to the Building Department with your Building Permit Application.
S.0-T.M. 1000 Date
APPLICANT: (Property owner,Design Professional.Agent,Contractor,Other) tact
NAME Section Block Lot
tP.M.t
FCR BLIiLDING DEPARTMENT USE OtiL"
Contact Inforrtution: bk
.7a�•m�.,,•onr
Reviewed By:
Date:
Property Address / Location of Construction Work: — — — — — — — Date:
— — — — — — —
Approved for processing Building Permit.
12-*1'�'� -Z< _ — Stormwater Management Control Plan Not Required
j j Stormwater Management Control Plan is Required
Ll (Forward to Engineering Department for Review.)
FORM ' SMCP - TOS NtA.Y 2014 "
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Town Hall Annex J [ lx[ Telephone(631)765-1802
54375 Main Road N y� 7
P.O.Box 1179 Q r0 ef.flChert
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Southold,NY 11971-0959 O
1�c0UN1`(, I U ) C, �-�Lrm D
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JAN 9 2017
BUILDING DEPARTMENT
TOWN OF SOUTHOLD BUUMINGDEFT.
APPLICATION FOR ELECTRICAL INSPECTION TOWNOFSOUMIX"
REQUESTED BY: Joey C Date:
Company Name:
Name:
License No.:
Address:
Phone No.: _ oZs :j�j?j Gel( 6
JOBSITE INFORMATION: (*Indicates required information)
'Name: :3�%ArJ t/1 , 445%_'F- S(l
*Address: �-t 2�`-lo v Q,w► So v�-t-,,1�p t-1�1
*Cross Street: cvQO--T-s � ' 5,srr,A LAal,-4 goo
*Phone No.: V 31--1
Permit No.: -41 b o,3
Tax-Map District: 1000 . Section: -10 Block: Lot: 13
*BRIEF DESCRIPTION OF WORK(Please Print Clearly)
& t>0 1,, -9J 2,
es,C boD- -rse.-�
(Please Circle All That Apply)
*Is job ready for inspection: YES NO Rough In Final
*Do you need a Temp Certificate: YES / NO
Temp Information (If needed)
*Service Size: 1 Phase 3Phase 100 150 200 300 350 400 Other
*New Service: Re-connect Underground Number of Meters Change of Service Overhead
Additional Information: PAYMENT DUE WITH APPLICATION
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82-Request for Inspection Form ��
.�,��os�F�ocx o
Town Hall Annex � Gy��� Telephone(631-1802
54375 Main Road Fax(631) 734-9502
P- O. Box 1179 CZ)
Southold, NY 11971-0959
BUILDING DEPARTMENT
NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION, PRE-ENGINEERED
WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION
Date: IZ- S'E'p"� \,Le
Owner: M . � ,
Location of Property: ytcbVtVO 2otzvu— �23-3 01-1 1
Please take notice that the (check applicable line):
New residential structure
Addition to existing residential structure
h
Rehabilitation to an existing residential structure
to be constructed or{performed at the subject property reference above will utilize
(check applicable line):
Truss type construction (TT)
X Pre-engineered wood construction (PW)
Timber construction (TC)
in the following location(s) (check applicable line):
C Floor framing, including girders and beams (F)
Roof framing (R)
Floor and roof framing (FR)
Signa
Name (pe bmittl `Som M . AIEu;:' z-34
Capacity(check applicable line):
Owner
Owner representative i
TrussResReg15.docx Fffec!ive 111,2015
6" DIAMETER
REFLECTIVE RED ROMAN ALPHANUMERIC
PANTONe DESIGNATION OF CONSTicUCTivid
(PMS) 9187 TYPE BASED ON SECTION 602 OF
THE BUILDING CODE OF NEW
YORK STATE
2" MIN. REFLECTIVE
WHITE
= 1R
4
1/2" STROKE
--- --- ------'-- - VESiGN-i'1'M-FOR7ST`RtJL'7`liiti4t
COMPONENTS THAT ARE OF
TRUSS CONSTRUCTION
"F" FLOOR FRAMING, INCLUDING
GIRDERS AND BEAMS
"R" ROOF FRAMING
"FR" FLOOR AND ROOF FRAMING
TRUSS IDB\fi1FICATION SIGN
CON/PUANCE 1MTH 19 N YCRR PART 12651 l t,-
rnrmscoLE
CODES DIVISION ELE TRUSS IDENTIFICATION SIGN DATE:03(08(2005
NEV'It` YORK STATE DEPARTMENT OF STATE
1 i
DIVISION OF CODE ENFORCEMENT
AND ADMINISTRATION
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SCALE: ` `{`c_.�- 6APPROVED BY: DRAWN BY TA-�(I-.k
DATE : `� q f L REVISED q1 0
11 0�
DRAJING NUMBER
no
� � 0 ED AS NOTED RETAIN STORM WATER RUNOFF
PURSUANT TO CHAPTER 236
DATE:. Z 6.P.#_01M OF THE TOWN CODE.
FEE:—lia- SY:
NOTIF BUILDING DEPART zi C AT
765-1802 6 AM TO 4 PM FOR THE
FOLL(' ,I;4G INSPECTIONS:
1. F :DATION - TWO REOU'::iE':
i"OURED CONCRETE PLUMBER
' CERTi-r,',-
2. n�LGH - FRAMING & PLUMPN, ONLEADN ,
NcF,
. INSULATION
4. FINAL - CONSTRUCTION MUST CERTIFICATEOFOCCUP14 CE
Y
PE COMPLETE FOR C.O. SOLDER USED IN (MATER
ALL CONSTRUCTION SHALL P,!rFT T: SUPPLYSYSTEM CA I'# OT
REQUIREMENTS OF THE CODES OF NEV,,' EXCEED 2110 OF 1% L EA D.
YORK STATE. NOT RESPONSIELI FOR
DESIGN OR CONSTRUCTION ERRUrr
PLUMBING
COMPLY WITH ALL CODES OF ALL PLU.,S;r,G WASTE
NEW YORK STATE & TOWN CODES &WATER LINES NEED
AS REQUIRED AND CONDITIONS OF TsrisvG BEFORE couERlNG;v'
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vin Yti Y u
;Russ PLAcaRuIN'S ri-o'QuaREo
n
ELECTR!CAL
INSPECTION REQUIRED
OCCUPANCY OR
USE IS UNLAWFUL
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GENERAL NOTES:
ELECTRICAL NOTES: WINDOW AND DOOR SCHEDULE
• The information on this set of construction documents is to relate basic design
Intent and framing details. They are intended as a construction aid, not as a • All electrical work to be BOARD OF FIRE UNDERWRITERS approved and to Include
substitute for generally accepted good budding practice and are In compliance with 4 , r ;_.i
res o be lied • :� t fi M
current New York State budding codes. The general contractor is responsible for installation of fixtures t speafications as Indicated on plans. Light fixtures t b pp by 1
providing standard construction details and procedures to ensure a professionally owner and Installed by contractor. GFI outlets required at bathrooms and exterior areas. Install " . w <ac R ., 1 '
finished, structurally sound and weatherproof completed product. all outlets as per code. All work is to be done In strict accordance with the New York State Code
by a licensed electrician. All new switches 8 outlets to be Levition,standard, supplied f Installed TW2852 TILTWASH G.G9 1 2.CG 20 4 24.7 -2G.9 30 3
• General contractor to coordinate all subcontractors, scheduling of work and by contractor. Contractor to do all hook-ups as required for bathrooms. TW2G4 10 TILTWASH 5.08 9.01 10 4 25.9 -28.1 30 2
interaction between trades.
TW210410 TILTWASH 5.81 10.45 20 4 24.7 -2G.9 30 2 EGRESS
• The contractor rs responsible for ensuring that all work and construction meets FRAMING NOTES: TW2G4G TILTWASH 4.G9 8.31 10 4 25.9 -28.1 1 TEMPERED
or exceeds current federal, state and local codes, ordinances and regulations,etc.
These codes are to be considered as part of the specifications for this building plan. • All lumber is to be Douglas Fir#2 or better at I G"on center AXW28 1 AWNING 3.51 5.81 10 4 25.9 -28.1 30 4
AW31 AWNING 3.G8 G.31 10 4 25.9 -28.1 30 2
• If in the course of construction, a condition exists which disagrees with that as • All wood framing in contact with concrete or masonry Is to be pressure treated. 'ACQ'designation
Indicated on these drawings,the contractor shall stop work and notify the designer refers to current arsenic-free treated wood standards and shall take the place of'CCA'
S the engineer Immediately. Should he fail to follow this procedure and continue work, FWGGOG I I FRENCHWD.GLIDEN 13.48 17.38 20 4 24.7 -2G.9 40 1
he shall assume all responsibility and liability arismg therefrom.
• All TJI's are to be installed in accordance with the manufacturer's specifications and shall Include
• Dimensions take precedent over scale-DO NOT SCALE DRAWINGS. squash blocking web stiffeners at bearing points on girders and other load bearmg areas ALL WINDOWS TO BE ANDERSEN,400 SERIES, UNLESS OTHERWISE SPECIFIED
• The designer has not been engaged for construction supervision and assumes no Structural Steel A5TM A3G - FY= 3G K51 WINDOWS TO BE WHITE EXTERIOR, PREFINISHED WHITE INTERIOR; TRADITIONAL STYLE, WHITE FINISH LOCKS t HARDWARE AND FULL EXTERIOR SCREENS
responsibility for construction coordinating With these plans, nor responsibility for SUPPORT MULLIONS AS INDICATED ON FLOOR PLANS
construction means, methods,techniques, sequences or proceedures or for saftey • All straps, connectors, plates, bolts, nails, etc. are to be galvanized. Designated connectors,straps,
precautions and programs in connection with the work indicated. There are no etc. on these drawings are my by Simpson unless otherwise indicated. All connectors, straps, etc.are to be
warranties for a specific use expressed or Implied In the use of these plans. nailed/bolted in accordance with the manufacturer's specifications. CALCULATIONS FOR WINDOWS BASED UPON EXP05U KE B MUST HAVE PG UPGRADE KIT.
• Contractor to provide hardwired smoke detectors,With battery back or.and With COEFFICIENT 1.0 WITH 120 mph BASIC WIND SPEED. AS PER E MEETS NY STATE EGRESS REQUIREMENTS
no intervening switches,on all floors and In each bedroom. Verify with local code All floor sheathing Is to be 4"AC type plywood,tongue t-groove and shall be glued and screwed to TABLE R 301 .2 (2) NEW YORK STATE BUILDING CODE. FOR HABITABLE SPACE.
requirements as per Section R3 17 New York State Residential Construciton Code. the floor Joists(G'o.c. edges t 12*o.c.field)
Install carbon monoxide detectors as per code. CUSTOM GRILLES-SEE ELEVATIONS
FOUNDATION NOTES: Solid blocking Is to be Installed every 8'-0"max. or mid span of all floor Joists With spans exceeding
8'-0'. Blocking 15 to be Installed at all point load bearing points. WALL OPENINGS INCLUDING WINDOWS AND DOORS SHALL BE PROTECTED WITH REMOVEABLE 5/8"WOOD STRUCTURAL PANELS
• General contractor to review plans, elevations and details to determine Install double Joists under all partitions running parallel WITH MAXIMUM OF 8'-0"SPAN. FASTENERS FOR SPANS UP TO G'-O"SHALL BE 2 112 -#8 WOOD SCREWS AT I G"O/C, FASTENERS
Intended heights of finished floor above typical grade. FOR SPANS UP TO 8'-0"SHALL BE 2 112"-#8 AT 12"O/C. TABLE 30 1.2.1 .2
• All exterior wall headers to be 2-LVI25 as indicated on floor plans#sections and all Interior
• Footings shall bear on undisturbed roll within bearing capacity of 1.5 tons/sq.ft. headers are to be-2-2'x 8'unless otherwise noted. All headers exceeding 5'-0'shall have a double ALL UNITS MUST MEET OR EXCEED THE MINIMUM DESIGN PRESSURE REQUIRED,ANY MULLED UNITS MUST MEET OR EXCEED
• Concrete shall be FC = 3,500 PSI @ 28 days Jack stud with a single king stud*on exterior walls provide double sill plate(typical). 1.5 TIMES THE DESIGN PRESSURE REQUIRED AND MUST TRANSFER LOADS TO THE ROUGH OPENING SUBSTRATE. ALL EXTERIOR
• Provide insulation baffles at eave vents between rafters and soffit vents as indicated GLAZING MUST MEET ASTM E 1996 TEST REQUIREMENTS AS PER NEW YORK STATE RESIDENTIAL CONSTRUCTION CODE.
• Concrete on 4'sand or gravel fill minimum, with GxG - 10/10 welded wire mesh on plans REFER TO SECTION R 1609.1 .4 FOR ALTERNATIVE OPENING PROTECTION.
reinforcement. Interior slabs to be placed on G mil. stabilized polyethylene vapor
barrier. Welded Wire mesh is to be placed In the top third of the slab and Is to be Exterior flashing is to be adequately installed at all connections between roofs,walls, ALTERNATIVE FOR OPENING PROTECTION
adequately supported by precast concrete bar supports to assure that the reinforcement chimneys, projections and penetrations as required by approved constretion practices.
Is held in position during concrete placement and finishing.
FLOOR PLAN NOTES: WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/I 6"AND MAXIMUM PANEL SPAN OF 8'-0" REScheck Software Version 4.6.2
SHALL BE PERMITTED FOR OPENING PROTECTION IN ON AND TWO STORY BUILDINGS. PANELS /� �} j
• Isolation joints are to be Installed between the slab and the walls. Use reformed Compliance �e! Lifie�te
j preformed BE PRECUT TO COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED.
Joint filler that is to be cut 1/2"below the slab surface and the resulting joint is to be fil►ed Dimensions shall take precedent over scale drawings, DO NOT SCALE DRAWINGS (REFER TO SECTION 1609.1.4 AND I GO9.G.5 AND TABLE I GO9.1.4)
with an elastomeric joint sealant.
• All interior walls to be covered with�'gyspusm board with metal corner reinforcing. All TABLE I G09. 1 .4
NO
• General contractor to Install cop-r-tex(or copper)sheet metal termite shedds W NDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS
between all wood surfaces that are exposed to concrete or masonry surfaces. drywall products. Including gypsum board, screw,joint compound,tapes t trim shall be U.S.
PfOjeCt Helf Residence
Gypsum Co. or approved equal. All Joints shall recieve 3 coats ofjoint treatment. Sand final
FASTENER SPACING(INCHES)
Dampproof exterior of foundation wall with a bituminous coating; Foundation PANEL SPAN<2' 2'-0'<PANEL 4'-O"<PANEL G'-0"<PANEL
coat to a uniform smooth surface. All walls, telling and interior of closets to be taped and Energy Cade: 2010 New York Energy Conservation•
excavation Is not to be backfilled riot to the installation of the floor framm 5packled, 3 coats, ready for paint. FASTENER TYPE O" SPAN<4'-0" SPAN<G'-0" SPAN<B'-0" �atIory Suffolk County,New York
p g' Construction Type: single-faraNy
:- Insulation ratmg5 and installation locations as indicated on floor plans t sections 2 1/2"#G WOOD SCREWS I G I G 12 9 P-,;-Type. Addition
PLUMBING * HVAC NOTES: ,
Clavate Zone: 4 (5750 HDD)
Perrni4 Dice:
• Walls common to garage and house to have a layer of a fire rated gypsum board at 2 1/2"#8 WOOD SCREWS I G 16 I G 12 Pemyt Number'
• All plumbing work shall be done by a duly licensed plumber and must conform and adhere garage side with 5'-0'return on adjacent walls t ceiling. Provide 2 layers of g"fire rated
to all New York State building codes t.saftey requirements. A.THIS TABLE IS BASED ON A MAXIMUM WIND SPEED(3 SECOND GUST)OF 130 MPH AND MEAN ROOF ::orst-jdion Site: OwrerjAgent Oes gnerrCortrac:or:
sum board on all en Ineered lumber as required manufacturers specifications qyp g q by p HEIGHT OF 33'-0"OR LESS "3 n ECSC )'?If'
• If wall plates or joists are cut dunng the Installation of plumbing fixtures or equipment B. FASTENERS SHALL BE INSTALLED AT OPPOSING ENDS OF THE WOOD STRUCTURAL PANEL. Scuthcid.NY Southold.NY
• All bath*kitchen area walls and ceilings adjacent to wet areas to have water resistant C. WHERE SCREWS ARE ATTACHED TO MASONRY OR MASONRY/STUCCO,THEY 5H ALL BE
contractor must provide appropriate bracing to tie framing back together. drywall,and provide wonderboard for all areas set to recieve tile. ATTACHED UTILIZING VIBRATION RESISTANT ANCHORS HAVING A MINIMUM WITHDRAWL
CAPACITY OF 490 LBS.
• Baseboard heating Is to be hot water and zoned. Plumbing contractor Is to C-CA;r : %9%Baf-T116•wC•de Meiom VA tsz Yo UA- 137
adequately size the system and place the baseboards In an unobstructive location in each room
'n-e'e Beet ar ware 71v11 Curie rNau rlNeRt haw dax m cai*vranoe Vie h•t6t is hQ7ld an code trade-00i rifet
required to recieve heat. Minimum of one thermostat for each zone will be required. 'r6-31:.•7rm:xare-:-ranee,"',"xar ev,etoani antaaera�e
• Mechanical subcontractor is responsible for adhering to all applicable codes and Envelone ASSemblies
raftely requirements.
• HVAC subcontractor to fully coordinate system data k requirements With the
equipment supplier and to provide final system layout drawing and submit it to general contractor, z acr 1:�.li-Wold JoisvTnrss:0var uncondameec Soace ,ii
owner and equipment supplier for final review d approval. 171 4"o ROOF VENT ri
4"o ROOF VENT "1:Wood Frame 16"o c 730 19.0 00 0 060 36
Roof f 'fndow 1::°inyltri'berglass F•ame:Doubfe Pone with Low-c- 95 0 320 27
Door I Glass Al 0 310 13
4 4 -�1 AIr7 e r•T_4e 'S': SC J r,3 11)C35 25
__ - .. 'ni'': �f,4 j.'C LC:E •a,w.y:Es'sr E;:ri E_f.er?,'.7�-:;:E-�_' t.. ..z f'a - .a`�C-. a.:C.�.,
catc-itatons sub•miited with the oerinit apo4canon The or000sed buildino has been designed to meet the 2010 New Yory Enemy -
_c-ser:a:icr C Dr;: r-�cce kL rer-a-cs r-FcS'.ra':v`:Es c i:.5_=r i t7-ar-a't:::h a rrsrja:c;-Ea_ e'Eit;I'^E3 i-,
ATTIC „_ s
_ :tie �,�,r aty'i t•::i
BATH I LAUNDRY KITCH BAT 2 BATH 3
EXISTING EXI5TING EX151 G NEW
di 311
1 1/4 11/4 1 12 11/4 F,A.I.
1 1/4 1 12 1 1/4 1 1/4 1 12
W.
0 o M. D.W. SINK o 0
SHOWER
17 V-6-1 10
FIRST FLOOR
Fr,.EC: :E FE'�E:Cfi":iE ?F•G��j3tE �•_'mac• 15
Gaya f'enime:i..n:t ecl-ck aa;e:of 5
11/4 3 2 2 2 11/4 113 2111114 32
C.0.1 4
4 _ TO SUFFOLK COUNTY
DEFT.OF HEALTH
4"C.I.HOUSESERVICES APPROVED
TRAP JF SANITARY SYSTEM.
BASEMENT
, ° R'
.:,tm�'��'a.�4 >u ���°.,,*�,, �Q- C Iii�� �v�•.►.i �c� F �fL_
PLUMBING RISER DIAGRAM
,,,� �:�,.q 1. rvt nT� r�r�.� 5�-�•�� � Y
NOT TO SCALE
SLOPE" 1/4" PER FOOT PITCH TO ,
DRAIN
, 'oFESSOt . r .
i I I I
NAILING SCHEDULE
2001 SBC HIGH WIND EDITION WOOD FRAME CONSTRUCTION MANUAL
JOINT DESCRIPTION NAIL QUALITY NAIL SPACING
RAFTER
NOTCHED RAFTER ROOF FRAMING
RAFTER RAFTER RAFTER TO TOP PLATE TOE NAILED 8'-O"WALL: 3-8d PER RAFTER
RIDGE RIDGE
TOP PLATE 10'-0"WALL:4-8d PER RAFTER
TOP PLATE o CEILING JOIST TO TOP PLATE TOE NAILED 8'-0"WALL:3-8d PERJO15T
WALL STUD 10'-0"WALL:4-8d PER J015T
WALL STUD CEILING JOIST TO PARALLEL RAFTER FACE NAILED SEE TABLE 3.7 EACH LAP
46 CEILING J015T LAPS OVER PARTITIONS FACE NAILED SEE TABLE 3.7 EACH LAP
TYPICAL RIDGE TO RAFTER STRAPPING TYPICAL RIDGE BEAM TO RAFTER STRAPPING TYPICAL RAFTER TO WALL STUD CONNECTION ALTERNATIVE RAFTER TO WALL STUD CONNECTION COLLAR TIE TO RAFTER FACE NAILED 5EE TABLE 3.4 PER TIE
BLOCKING TO RAFTER TOE NAILED 2-8d EACH END
RIM BOARD TO RAFTER END NAILED 2-1 Gd EACH END
99 WALL FRAMING
TOP PLATE TO TOP PLATE FACE NAILED 2-1 Gd PER FOOT
2ND. FLOOR WALLSTUD KING STUDS TOP PLATES AT INTERSECTIONS FACE NAILED 4-1 Gd JOINTS-EACH SIDE
STUD TO STUD FACE NAILED 2-I Gd 24'O/C
WOOD J015T WOOD JOIST 2ND. FLOOR PLATE CRIPPLE STUD HEADER TO HEADER FACE NAILED I Gd I G"O/C ALONG EDGES
SUBFLOOR
RIM BOARD HEADER TOP OR BOTTOM PLATE TO STUD END NAILED 2-1 Gd PER 2X4 SCUD
BLOCKING IOIST HANGER
3-1 Gd PER 2XG STU D
GIRDER/HEADER I ST. FLOOR TOP PLATES JACK STUDS 4-1 Gd PER 2X8 STUD
WOOD GIRDER WOOD JOIST BOTTOM PLATE TO FLOOR JOIST,
I ST FLOOR WALL STUD BANDJOIST,END JOIST,OR BLOCKING FACE NAILED 2-1 Gd PER FOOT
TYPICAL HEADER CONNECTION
JOIST FRAMING OVER WOOD GIRDER JOIST FRAMING FLUSH WITH GIRDERMFADER FLOOR FRAMING
J015T TO SILL,TOP PLATE,OR GIRDER TOE NAILED 4-8d PER JOIST
TYPICAL MULTI-STORY CONNECTIONS BRIDGING TO JOIST TOE NAILED 2-8d EACH END
BLOCKING TO J015T TOE NAILED 2-8d EACH END
METAL HOLD- BLOCKING TO SILL OR TOP PLATE TOE NAILED 3-1 Gd EACH BLOCK
WALL STUD DOWN STRAP LEDGER STRIP TO BEAM FACE NAILED 3-1 Gd EACH J015T
BOTTOM PLATE
SUB FLOOR 38-1 Gd 51NKPR— J015T ON LEDGER TO BEAM TOE NAILED 3-8d PER J015T
WALL STUD4DOUBLE JOIST IST.FLOOR WALL STUD NAILS AS PER /-3-2"x4"WD STUD BAND JOIST TO JOIST END NAILED 3-I Gd PER JOIST
BOTTOM PLATE MANUFACTURER @ CORNER TYP.
DOUBLE JOIST ro awn 2"x4"SILL BAND JOIST TO SILL OR TOP PLATE TOE NAILED 2-1 Gd PER FOOT
I ST. FLOOR PLATE PLATE
SUBFLOOR
RIM BOARD RIM JOIST TYP. ROOF SHEATHING
DOUBLE JOIST FOR NON-BEARING WALLS DBL.SILL PLATE STRUCTURAL PANELS
DOUBLE SILL PLATE 4'PERIMETER D ON - I G"O/C-G"AT PANEL EDGES
ANCHOR BOLT (1)#4 RPBAR IN
DOUBLE JOIST FOR UNDER A BATHTUB FOUNDATION WALL 5HEAKCONE-MIN. ad AND AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD
e 12"LENGTH INTERIOR ZONE- I G"O/C-G"AT PANEL EDGES AND 12"AT
PROVIDE 1/2"SPACING 30"MIN.- FOUNDATION
BETWEEN THE END STUD PEBAP LENGTH WALL TYP. 8d INTERMEDIATE SUPPORTS IN THE PANEL FIELD
44;v
AND THE 2 OTHER STUDS 1/2"MIN. FOR ROOF SHEATHING WITHIN 4'-0"OF THE PERIMETER EDGE OF THE ROOF,INCLUDING 4'-0"ON EACH SIDE OF THE ROOF PEAK,THE 4'-0"PERIMETER
FOR ALLOWING CONNECT CORNER STUD FROM CORNER
SILL GASKET HOLDDOWN INSTALLATION TO TRANSFER SHEAR IST. FLOOR TO FOUNDATION CONNECTIONS EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BE USED.
® C FASTEN WITH(2) 1 Gd
TERMITE COMMON NAILS @ 6"O.G. METAL HOLD-DOWN/UPLIFT ANCHOR
CEILING SHEATHING
DBL.SILL PLATES
tSHIELD
GYPSUM WALLBOARD 5d COOLERS 7"EDGE/ 10"FIELD
(TO OVERLAP JOINTS) SIDEWALL ENDWALL WIND RESISTANT CONSTRUCTION CONNECTORS
FOUNDATION WALL
SHEAR WALL CORNER CONNECTION CONNECTION LOCATION: PART NUMBER: NOTES: WALL SHEATHING
RIDGE-TO-RAFTERS C520 @ 2 II" — APPLY TO EACH PAIR OF RAFTERS STRUCTURAL PANELS 8d 4'FQaF ZONE- I G"O/C-G"AT PANEL EDGES AND 12 AT
INTERMEDIATE SUPPORTS IN THE PANEL FIELD
SILL PLATES TO FOUNDATION ANCHORING RAFTER-TO-WALL H7 APPLY TO EACH RAFTER 8d INTERIOR ZONE I G"O/C G"AT PANEL EDGES AND 12'AT
APPLY TO EACH RAFTER INTERMEDIATE SUPPORTS IN THE PANEL FIELD
RAFTER TO-PLATE H8 or H2.5 FIBERBOARD PANELS 7/1 W Gd 3"EDGE/G"FIELD
CONSTRUCTION DETAILS WIND LOAD PATH CONNECTION DETAILS PLATE-TO-WALL STUD 0520 @ 18" APPLY TO EACH WALL STUD 25/32" ad 3"EDGE/G"FIELD
NOT To SCALE GYPSUM WALLBOARD 5d COOLERS 7"EDGE/ 10"FIELD
2ND. FLOOR WALL-TO-I ST. FLOOR WALL LFfA or C520 3G" APPLY TO EACH WALL STUD 8d 4'EDGE ZONE- I G'O/C-G"AT PANEL EDGES AND 12'AT
HEADER-TO-JACK STUD C520 @ 12" APPLY TO EACH JACK STUD HARDBOARD INTERMEDIATE SUPPORTS IN THE PANEL FIELD
8d INTERIOR ZONE- 1 G"O/C-G"AT PANEL EDGES AND 12"AT
CRIPPLE STUD-TO-HEADER H3 APPLY TO EACH CRIPPLE STUD INTERMEDIATE SUPPORTS IN THE PANEL FIELD
SHEAR WALL HOLDDOWN ANCHOR 55TB 1 G APPLY TO EACH 51DEWALL END
WRAP UNDER DOUBLE SILL PLATE FLOOR SHEATHING
GENERAL WIND PROTECTION CONNECTION NOTES 15T. FLOOR UNDER 51LL PLATE C520 (USE WITH 3" SQUARE WASHERS) STRUCTURAL PANELS- I"OR LE55 8d G"EDGE/ 12"FIELD
Adapted from Standard for Hurricane Resistant Residential Construction; 55TD
10-99 and 1995 SBC High Wind Edition Wood Frame Construction USE THE FOLLOWING OR APPROVED SIMPSON METAL CONNECTORS FOR PROPER WND RESISTANT CONSTRUCTION. Nailing requirements are based on wall sheathing nailed G inches O.C.at the panel edge. If wall sheathing is nailed 3 inches O.C.at the panel edge to obtain
Fasteners and Connectors for Wood Frame Construction FOLLOW MANUFACTURE'S RECOMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. higher shear capacities,nailing requirements for structural members shall be doubled,or alternate connectors,such as shear plates,shall be used to maintain the
load path.
I . A continuous load path between footings, foundations walls,floors, studs and
When wall sheathing is continuous over connected members,the tabulated number of nails shall be permitted to be reduced to I-I Gd nail per foot.
roof framing shall be provided.
DE51 GN LOAD CALCU LATI ONS ' Corrosion resistant I I gage roofing nails and I G age staples are permitted,check IBC for additional requirements.
2. Approved connectors, anchors and other fastening devices not Included in
the Standard Building Code, Table 2306.I shall be installed In accordance with MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS(Ibsf)
manufacturer's recommendations. EXTERIORBALCONIE5 Go CLIMATIC AND GEOGRAPHIC DE51GN CRITERIA
3. Metal plates, connectors, Screws, bolts, and nails exposed directly to the DECKS 40 WEATHERING SEVERE
weather or subject to salt corrosion in costal areas, shall be stainless steel or ATTICS WITHOUT STORAGE 30 FROST LINE DEPTH 3'-0"
hot dipped galvanized. ATTICS WITH STORAGE 40 TABLE 8301 G
TERMITE MODERATE TO HEAVY
.
4. Where windows and doors interrupt wood structural panel sheathing and ROOMS(OTHER THAN SLEEPING ROOMS) 40 DECAY SLIGHT TO MODERATE
siding, framing SLEEPING ROOMS 30 anchors or connectors shall be provided at the top and bottom ALLOWABLE DEFLECTION OF STRUCTURAL MEMEBERS WINTER DESIGN TEMP. 11
of cripple studs, header studs, and at least one stud at each side of opening. STRUCTU RAL MEMBER ALLOWABLE DEFLECTION ICE SHIELD UNDER- A5 PER MANUFACTURER'S
CRITERIA FOR CALCULATION OF DEAD LOAD LAYMENT REQUIRED SPECIFICATIONS/STATE CODE
5. Ridge straps shall be attached to each pair of opposing rafters except where ACTUAL WEIGHTS OF MATERIALS REFERENCED TO A.I.A. Rafters haven Slopes reater U 180
collar ties of I xG or 2x4 lumber 1s located in upper third of attic space and ARCHITECTURAL GRAPHIC STANDARDS than 3/I 2 with no finished cellln FLOOD HAZARDS
attach to each pair of rafters. attached to rafters
G. Uplift connectors shall be provided at each rafter bearing. SNOW Interior walls*partitions H/180
7. Floor to floor hold-downs to be provided every 48, and every I G" within 4' GROUND 5NOW LOAD 45 lbs. Floors t pla5tered ceilincj5 U3GO
of exterior corners. All other structural memebers L/240
Exterior walls with plaster or H/3GO
e: 5111 late shall be anchored to the
8. 5111 Plate to Foundation Anchora SEISMICn ;� � R �
g p CATEGORY B stucco finish
foundation with anchor bolts having DESIGN a min. bolt diameter of 5/8"and 3"x 3"x
e" -s J. *y
1/8" washers. A minimum of one anchor bolt shall be provided within G to 12Exterior walls- wind loads with U240
brittle finishesR—
inches of each end of each plate. Anchor bolts shall have a minimum embedment WIND
of '' inches in concrete/mason foundations. Anchor bolts shall be located �"+
masonry WIND SPEED 120 m h Exterior walls- wind loads with U 120 r;1 � �"�-"� �1 :��- Mnz� 2�A�!
within 12 inches of corners and at spacing not exceeding 4 feet on center. EXPOSURE CATEGORY B flexible finishes
? -"`
�:1
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