HomeMy WebLinkAbout42401-Z TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST
BUILDING DEPARTMENT Do you have or need the following,before applying?
TOWN HALL Board of Health
SOUTHOLD,NY 11971 4 sets of Building Plans
TEL:(631)765-1802 Planning Board approval
FAX:(631)765-9502 Suivey
SoutboldTown.NorthFork.net PERMIT NO. Check
Septic Form
N.Y.S.D.lx.t_:.
Trusten
Flood
ermit
FxaimA - '201 Storm-Water nWater Assessment Form
Contact:
Appro^ed ..;,20 Mail to 9 UK '�d(A/
Disapproved alc,.....
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APPLICATION FOR BUILDING PERMIT
Date20 O
INSTRUCTIONS
T a 'l"bis xpplic��atio,t,,MIJS'T lbe completely filled Sax by typewriter or iri ink aibd subinrtted to the Building Inspector widi 4
at t; 1; to stale Fee accordirig to schedule
. °,' Cation of lot and of buildings on premises,relationship to adjoining premises or pubbc 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 budding 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.
( ature of applicant or name,if a co...
Sign pp corporation)
r ...
(Mailing address of applicant)
State whether applicant is owner,lessee,agent,architect,engineer,general contractor,electrician,plumber or builder
Name of owner of premises ___W_ i ... ........ _. —
(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 Ni
Other Trade's License No.
1. Location of land on whi h pray, Cased work ww ll be doibe.
h �
House Number Street Hamlet
�ll ' __.. ` ...�
County Tax Map No. 1000 Section ''> � 'lloc_ww� � Lot
Cnhrlivicinn Fi1Pr1 Man Nn T At
2. State existing use and occupancy of premises and intend use and occupancy
ccu anc of
proposed consttio :
a. Existing use and occupancy
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b. Intended use and occupancy
checkwhichlaPP applicable): De New Addition Alteration C
3.
utkmk•
Re air_•••._ Other Work
e o work(� .
� atB
(Description)
I
4. Estimated Cost_ _ Fee
.....�..... ........
(To be paid on filing this application)
5. If dwelling,number of dwelling units Number of dwelling units on each floor
If garage, number of cars
6. If business,commercial or mixed occupancy,specify nature and extent of each type of use.
7 Dimensions
ions of existing structures,if any Fronk_1 Rear_ s
_ Depth
HeightNumber of Stories ,
Dimensions of same structure with alterations or additions: Front bear
Depth Height Number of Stories
Nurrtber of torie
Height t wit nstratctior.Front � i .gear r Depth
8. Dimensions of t"ntir�. ..
9. Size of lot:Front ;�" d Rear Dcpt:h f r J' u f r
10.Date of Purchase Name of Former Owner
11.Zone or use district in which premises are situated -y
12.Does proposed construction violate any zoning law,ordinance or regulation?YES NO
IJ. Will lot be re-graded?YES_•.• �NO D ill axcess fill be removed fi'orn premises?YES NO
14.Names of Owner ofrt„n�tscs_ rr
P " � Address ` .. 'wt I Phone No.
Name of Architect r � Adcl�ress � ��� ( _Phone No
Name oft„rchite t r t � � Address a -'hone No
15 a.Is this property within 100 feet of a tidal wetland or a freshwater wetland?*YES NO
*IF YES,SOUTFIOLD TOWN TRUSTE ES&D,E.C.PERMI'MI" MAYBE REQUIRED.
b.Is this property within 300 feet of a tidal wetland?* YES X, NO
*IF YES,D.E.C.PERMITS MAY BE REQUIRED. S t , P O C1
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 NoJC
*IF YES,PROVIDE A COPY,
STATE OF NEW YORK)
SS.
COUNTY OF� ) W •l
CCNNI D, H
ame�of ind� i signing cant above name being duly sworn,deposes and s ( j th8 m�
(N g 8 ) d No.01 Q f 50York
ualified in
(S)He is the ., l •,' commis-"Si _ County
(Contractor,Aged Corporate Officer,etc.) .o �llt 1 , ,6 t
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.
SworrTM before me this,-
day o f" i ek
w n/ Il
t"
m
Notary Public Sign Mare 0 plicant
Scott A. Russell � �� m � �������
SUPERVISOR
MANNA\G]EM]EIN
SOUTHOLD TOWN HALL-P.O.Box 1179
N ;
53095 Main Road-SOUTHOLD,NEW YORK 11971 t S w Town of Southold
CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET
( TO BE COMPLETED BY THE APPLICANT )
DOES S PROJECT rNVOLVE ANY OF THE FOLLOWING
Yes No (CF{£CK ALL THAT APPLY)
( A. Clearing, grubbing, grading or stripping of land which affects more
than 5,000 square feet of ground surface.
B. Excavation or filling involving more than 200 cubic yards of material
within any parcel or any contiguous area.
EIP C. Site preparation on slopes which exceed 10 feet vertical rise to
100 feet of horizontal distance.
❑' D. Site preparation within 100 feet of wetlands, beach, bluff or coastal
erosion hazard area.
E. Site preparation within the one-hundred-year f loodplain as depicted
on FIRM Map of any watercourse.
F. Installation of new or resurfaced impervious surfaces of 1,000 square
feet or more unlessrior approval of a Stormwater Management
P PP g
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 .......
i of a Stormwater Management Control Plan
and a completed Check List Form to the Building Department with ,your Building Permit Application.
APPLICANT: (Property Owner, ign ProfessionaL Agent,Contractor,Other) S.C.T.M. #' 1000 Date:
District
s .
"" Section Block Lot
Contact Information
Reviewed By:
Date: �'
Pro)crty .Address " Location of Construction Werk: —
Approved for processing Building Permit.�2AI Storm
Management Required.
Stormwater Management Co
ntrol Plan is Required.
g �
(Forward to Engineering Department for Review.)
FORM * SMCP-TOS MAY 2014
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Town Hall Annex Telephone(631)765-1802
54375 Main Road ' �r`; Fax(631)765-9502
P.O.Box 1179II
1
Southold, NY 11971-0959 `
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50
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BUILDING DEPARTMENT
TENT
NOTICE OF UTILIZATION OF I TRUSS TYPE CONSTRUCTION, PRE-ENGINEERED
WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION
Fate:
Owner:
Location of Property:
Please take notice that the (check applicable line):
New commercial or residential structure
Addition to existing commercial or residential structure
Rehabilitation to an existing commercial or residential structure
to be constructed or performed at the subject property reference above will utilize
(check applicable line):
Truss type construction (TT)
mmIT_m ........ Pre-engineered wood construction (PW) n 6�R--
�__ Timber construction (TC)
in the following location(s) (check applicable line):
IT Floor framing, including girders and beams (F)
_...,.,._ Roof framing (R)
Floor and roof framing (FR)
Signature:
Name (person submittng this form):
Capacity(check applicable line):
Owner
Owner representative
TrussReg15.docx Effective 1/1/2015
2/18/2018 ADVANTAGE 38 LEDGEWOOD DR.
ESTIMATE SMITHTOWN NY 11787
PAGE 1 OF 1 ELECTRJC HN�C, EMAIL -
WWW.ADVANTAGELEC.COM 631-543-1276 ADVANTAGELEC@GMAIL.COM
Customer Name SUSAN ODELL Permit Number
Address INDIAN NECK RD Est Start Date
City/State/ZIP PECONIC Phone
QUANITY PRICE TOTAL
$
DISCONNET POWER TO GARAGE $ _
MAKE SAFE $
JOB COMPLETE 2/8/18 $
$ 250
$
TOTAL $ 250
Of,[t7-,
B 2 0 2018
OFSOUrHOLD
PAGE 1 OF 1
Form No.6
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
TOWN HALL
765-1802
APPLICATION FOR CERTIFICATE OF OCCUPANCY
This application must be filled in by typewriter or ink and submitted to the Building Department with the following:
A. For new building or new use:
1. Final survey of property with accurate location of all buildings,property lines, streets,and unusual natural or
topographic features.
2. Final Approval from Health Dept.of water supply and sewerage-disposal(S-9 form).
3. Approval of electrical installation from Board of Fire Underwriters.
4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead.
5. Commercial building, industrial building,multiple residences and similar buildings and installations,a certificate
of Code Compliance from architect or engineer responsible for the building.
6. Submit Planning Board Approval of completed site plan requirements.
B. For existing buildings (prior to April 9, 1957) non-conforming uses,or buildings and"pre-existing"land uses:
1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic
features.
2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is
denied,the Building Inspector shall state the reasons therefor in writing to the applicant.
C. Fees
1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00,
Swimming pool$50.00, Accessory building$50.00,Additions to accessory building$50.00,Businesses $50.00.
2. Certificate of Occupancy on Pre-existing Building- $100.00
3. Copy of Certificate of Occupancy- $.25
4. Updated Certificate of Occupancy- $50.00
5. Temporary Certificate of Occupancy-Residential$15.00, Commercial$15.00
,
Date. � ��
New Construction: Old or Pre-existing Building: (check one)
mm
Location of Property: 41 ...... a G. ..
House No... ._. ._.. ......_.
S eet Hamlet
Owner or Owners of Property:
Suffolk County Tax Map No 1000 Section Block ,Lot
Subdivision Filed Map. Lot:
Permit No. M Date of Permit. Applicant:
Health Dept. Approval: Underwriters Approval:
Planning Board Approval:
µ,
Request for: Temporary Ceftificate Final Certificate: ITm �.� (check one)
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Fee Submitted: $ .... w
Applicant Signatu.c; .........
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` EXI5TING GARAGE
TO BE REMOVED
° 1 PPOP05ED NEW
SITE PIAN
GARAGE
SCALE z"= '-O" I V
5CTM 1000 8G-07-3.1
Information taken from
survey prepared by ` w4
John Metzger,Peconle 5urveyor5
Southold,New York I y
dated September 8,2004
PROPERTY AREAS'
Exi5tmg Lot area: 157,1 GG56i.ft. I
House(exi5tmg): 1869 5q.ft
Garage(ex15t1n6j): 2 1 G 5q.ft. I
Total area: 2085 EXISTING HOU5E
Exi5ting lot coverage: I.3% TO REMAIN
New Garage: 384 5q.ft.
Existing garage to be removed
Area bemg demoh5hed: 2 1 G5q.ft.
Total Area: 2253 5q.ft.
TOTAL LOT COVERAGE: 1.4%
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PROVIDE SIMPSON PHD5 I I SIMP50N C520 I WALL LEGEND: v
CONNECTOR NEW CONSTRUCTION N � Ln
HOLDDOWN (TYP. 2) � � —
ANCHORS AT ALL CORNERS
THROUGHOUT I 2x8 C I J. @ I G" O.C. I 2"X 4" STUD FRAME EXTERIOR WALL
@ I G" OC w/2"CDX PLYWOOD SHEATHING
DIAMETER ANCHOR BOLTS
s I I TO EXTERIOR t SIDING AS SELECTED W
w/7" MIN. DEPTH @ 48"O.C. Z
w/ MIN. 3"x3"x8" WASHER @ PLATE ( I PROVIDE 2- 2"X 10" HEADERS W
ABOVE ALL WINDOWS� DOORS L Q�
UNLESS OTHERWISE NOTED
2x8 RR @ I G"0,C, O Q
UNEXCAVATED I I7 PROVIDE WIRING FOR OVERHEAD lL 0
GARAGE DOORS AS PER O
MANUFACTURER SPECIFICATIONS �
IN ACCORDANCE WITH THE
POURED CONCRETE, MONOLITHIC RESIDENTIAL ELECTRICAL CODE
SLAB * FOOTING; PROVIDEo m ' OF NEW YORK STATE
SECTION
secA q #4 REBAR IN FOOTING, VERTICAL N m 3 a
N HORIZONTAL THRU BASE GA GE ~ ( ROOF NOTE:
(TYPICAL ALL AREA5) 13 9'-4" +/- CEI ING HEIGHT I GAF 30 year architectural asphalt
4" POURED CONCRETE SLAB ABOVE GA AGE SLAB roof Shingle over entire roof area.
ON COMPACTED FILL WITH I I I 15# felt over 8" CDX Plywood
W.W.M. GXG/ IOX 10
GAUGE WIRE (TYP. ALL AREAS sheathing with Ice * Weather 5heild w
WITHIN GARAGE) ( at all perimeters and valleys. p— Ln
2x8 RR @ 16 O.C.
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RUNOFF NOTE:
Gutters continuously around; 0 m
Leader locations a5 per
Installer ILLI
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RUNOFF CALCULATIONS: 3
9-0"X 7'-G" DOOR w/ z
2- 2x 12 HEADER if I 439 x . I G7 x 7.5 = 550 gallons of runoff
C520 STRAPPING (�
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a-4 1/2" 9'-3" 3-4 112"
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3'-0" POURED CONCRETE j
APRON @ GARAGE DOOR
FOOTING PLAN GARAGE FLOOR PLAN
SCALE: ' — 1 '-0" SCALE: 4" = I '-O"
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GENERAL NOTES:
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• The information on this set of construction documents is to relate basic design FRAMING NOTES: Q
intent and framing details. They are intended as a construction aid, not as a Lli wO LLJ
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substitute for generally accepted good building practice and are in compliance with • All lumber is to be Douglas Fir#2 or better at I G"on center ~O (V
current New York State building codes. The general contractor is responsible for z 6
providing standard construction details and procedures to ensure a professionally • All wood framing in contact with concrete or masonry is to be-pressure treated. 'ACQ'designation N
finished, structurally sound and weatherproof completed product. refers to current arsenic-free treated wood standards and shall take the place of'CCA O Q — z
• g General contractor to coordinate all subcontractors, schedulinof work and . All straps, connectors, plates, bolts, nails, etc. are to be galvanized. Designated connectors,straps, "
interaction between trades. O
etc. on these drawings are my by Simpson unless otherwise indicated. All connectors, straps, etc. are to be z
• The contractor is responsible for ensurmg that all work and construction meets nailed/bolted in accordance with the manufacturer's specifications. L LLJ
or exceeds current federal, state and local codes, ordinances and regulations, etc. Q
These codes are to be considered as part of the specifications for this building plan. • Solid blocking is to be installed every 6-0"max, or mid span of all floor joists with spans exceeding
8'-0". Blocking is to be installed at all point load bearing points.
• If in the course of construction, a condition exists which disagrees with that as
indicated on these drawings, the contractor shall stop work and notify the designer . All exterior wall headers to be as indicated on floor plans 4 sections. All headers exceeding —
*the engineer immediately. Should he fail to follow this procedure and continue work, 5-0"shall have a double hack stud with a single king stud*on exterior walls provide double sill plate(typical). m
he shall assume all responsibility and liability arismg therefrom.
• Dimensions take precedent over scale- DO NOT SCALE DRAWINGS. ELECTRICAL NOTES:
• The desl ner has not been en a ed for construction su ervision and assumes no ARCHITECTURAL ASPHALT O
9 9 9 P 2x 10 RIDGE; O
res onslbdity for construction coordmatm with these plans, nor res onsibilit for • All electrical work to be BOARD OF FIRE UNDERWRITERS approved and to include ROOFING WITH 15# FELT p�
p g p p y installation of fixtures*specifications as indicated on plans. Li ht fixtures to be supplied by
SIMPSON CS20 u O
construction means, methods, techniques, sequences or procedures or for safety f p g pp OVER 8" CDX PLYWOOD CONNECTOR —
precautions and programs in connection with the work indicated. There are no owner and installed by contractor. GFI outlets required at bathrooms and exterior areas. Install WITH ICE WEATHER SHIELD 6 Z U
warranties for a 511 use expressed or implied in the use of these lans. all outlets as per code. All work is to be done in strict accordance with the New York State Code O e
p p p p p @ PERIMETERS t VALLEYS 03
by a licensed electrician. All new switches 4 outlets to be Levition,standard,supplied installed 2x4 5TRONGBACK j U
FOUNDATION NOTES: by contractor. Contractor to do all hook-ups as required for bathrooms. G� \6 Off' �I 6 O.C. BOLTED TO
BOLT ALL AREAS TO RR w/2- 2' CB ��Cd C.J. R.R.
• General contractor to review plans, elevations and details to determine TYPICAL I G" O.C.
intended heights of finished floor above typical grade.
I x6 FASCIA ON EXPOSED 2x8 CJ @ I G" OC W
• Footings shall bear on undisturbed soil within bearing capacity of 1.5 tons/sq.ft. RAFTER TAILS 2x6 ON FLAT Z LLl
• Concrete shall be PROVIDE 50LID BLOCKING ACROSS CJ
FC = 3,500 PSI @ 28 days LL_!
BETWEEN ALL RAFTERS N (S)• Concrete on 4"sand or gravel fill minimum, with GxG - 10/10 Welded wire mesh 2x4 STUD FRAME EXTERIOR WALL
reinforcement. Interior slabs to be placed on G mil. stabilized polyethylene vapor SIMPSON H7 CONNECTOR GARAGE @ I G" O.C. w/2" CDX PLYWOOD v
barrier. Welded wire mesh is to be,placed in the top third of the slab and is to be UNHEATED, UNFINISHED SHEATHING. HOUSE WRAP*SIDING O
adequately supported by precast concrete bar supports to assure that the reinforcement 2- 2x 10 HEADER ABOVE AS SELECTED �/
Is held in position during concrete placement and finishing. WINDOWS * DOORS;
PROVIDE C520 STRAPPING 2"X G" ACID SILL PLATE
• General contractor to install cop-r-tex(or copper)sheet metal termite shields OVER TERMITE SHIELD
between all wood surfaces that are exposed to concrete or masonry surfaces. OVER SILL SEAL;
PROVIDE 51MP50N C520
NAILING SCHEDULE W/ LPT4 CONNECTORS
2015 WOOD FRAME CONSTRUCTION MANUAL g" DIAMETER ANCHOR BOLTS
JOINT DESCRIPTION NAIL QUALITY NAIL SPACING o W/ 7" MIN. DEPTH @ 48"O.C.
7- �p 4 POURED CONCRETE 5LAB W/ MIN. 3"X3"x8' WASHER @ PLATE
ROOF FRAMING ON COMPACTED FILL WITH �
W.W.M. G X G/ lox 10 LO
RAFTER TO TOP PLATE TOE NAILED 8'-0"WALL:3-8d PER RAFTER POURED CONCRETE, MONOLITHIC
1'-G' GAUGE WIRE (TYP. ALL AREAS in
1o'-o"WALL:3-8d FER RAFTER SLAB* FOOTING; PROVIDE
CEILING J015T TO TOP PLATE TOE NAILED 8'-O"WALL:3-8d PERJO15T WITHIN GARAGE) #4 REBAR IN FOOTING, VERTICAL (f�
I O'-O"WALL:4-8d PER J015TO
� HORIZONTAL THRU BASE
CEILING JOIST TO PA2ALLEL RAFTER FACE NAILED SEE TABLE 3.7 EACH LAP (TYPICAL ALL AREA5)
CEILING JOIST LAPS OVER PARTITIONS FACE NAILED SEE TABLE 3.7 EACH LAP
COLLAR TIE TO RAFTER FACE NAILED SEE TABLE 3.4 PER TIE LU
BLOCKING TO RAFTER TOE NAILED 2-8d EACH END BUILDING S ECT I O N "All W
RIM BOARD TO RAFTER END NAILED 2-I Gd EACH END
3
WALL FRAMING SCALE: 1' = I '-O" z
TOP PLATE TO TOP PLATE FACE NAILED 2-1 Gd PER FOOT ((�
TOP PLATES AT INTER5ECTION5 FACE NAILED 4-1 Gd JOINTS-EACH 51DE LLJ
STUD TO STUD FACE NAILED 2-1 Gd 24"O/C
HEADER TO HEADER FACE NAILED I Gd I 001C ALONG EDGES Q
TOP OR BOTTOM PLATE TO STUD END NAILED 2-I Gd PER 2X4 STUD
3-I Gd PER 2XG STUD
4-I Gd PER 2X8 STUD
BOTTOM PLATE TO FLOOR JOIST, CLIMATIC AND GEOGRAPHIC DE51GN CRITERIA
BANDJOIST,END JOIST,OR BLOCKING FACE NAILED 2-I Gd PER FOOT
GROUND SNOW LOAD 20 lbs
FLOOR FRAMING BA5'C WIND 5PEED 130 mph
JOIST TO SILL,TOP PLATE,OR GIRDER TOE NAILED 4-8d PER JOIST Exposure Category B
BRIDGING TO JOIST TOE NAILED 2-8d EACHEND GENERAL WIND PROTECTION CONNECTION NOTES
BLOCKING TO JOIST TOE NAILED 2-8d EACH END 5E15M C DF5!GN CATEGORY B Adapted from Standard for Hurricane Resistant Residential Construction; 55TD
BLOCKING TO SILL OR TOP PLATE TOE NAILED 3-1 Gd EACH BLOCK WEATHERING SEVERE 10-99 and 201 5 513C High Wind Edition Wood Frame Construction
LEDGER STRIP TO BEAM FACE NAILED 3-1 Gd EACH J015T FR05T LINT DEPTH 3'-0" Fasteners and Connectors for Wood Frame Construction 0
JOIST ON LEDGER TO BEAM TOE NAILED 3-8d PER JOIST TERMITE MODEPATE TO HEAVY Z
BAND J015T TO JOIST END NAILED 3-I Gd PER JOIST
BAND JOIST TO SILL OR TOP PLATE TOE NAILED 2-1 Gd PER FOOT ICE BARZIEK REQUIR-ED YES I . A continuous load path between footings, foundations walls, floors, studs and
roof framing shall be- provided. 0
ROOF SHEATHING DE51GN LOAD CALCULATIONS Z
4'PERIMFTER EDGE ZONE- I G"O/C-G"AT PANEL EDGES 2. Approved connectors, anchors and other fastening devices not included in {—
STRUCTURAL PANELS 8d AND AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD
MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS(Ibsf) the Standard Building Code, Section 2306 of IBC shall be used in accordance
INTERIOR ZONE- I G"O/C-G"AT PANEL EDGES AND 12"AT
8d INTERMEDIATE SUPPORTS IN THE PANEL FIELD EXTERIOR BALCONIES GO with manufacturers recommendations. 0
FOR ROOF SHEATHING WITHIN 4'-0"OF THE PERIMETER EDGE OF THE ROOF,INCLUDING 4'-O"ON EACH 51DE OF THE ROOF PEAK,THE 4'-0"PERIMETER DECKS 40 z
EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BE USED. 3. Metal plates, connectors, Screws, bolts, and nails exposed directly to the Q
ATTICS WITHOUT STORAGE I O weather or subject to salt corrosion in costal areas, shall be Stainless steel or U
CEILING 5HEATHING ATTICS WITH STORAGE 40 hot dipped galvanized. z
GYPSUM WALLBOARD 5d COOLERS 7"EDGE/ 10'FIELD ROOM5(OTHER THAN SLEEPING ROOMS) 40
SLEEPING ROOMS 30 4. Where windows and doors interrupt wood structural panel sheathing and
WALL SHEATHING OF BEV' �+ ° 6n >
siding, framing anchors or connectors shall be provided at the top and bottom �`� r LU 3
STRUCTURAL PANELS 1/2„ I I ga.Galy.Roofing nail 3"EDGE/G"FIELD TABLE R30 1 .7 �P , )'
(.12'k l.5"L.x.7/1 G"head) of cripple studs, header studs, and at least one stud at each side of opening.
25/32" 1 1 ga.Galy.Roofing nail 3"EDGE/G"FIELD ALLOWABLE DEFLECTION OF 5TRUC—URAL MEME6ER5
(.12 x 1.75"L.x.3/8"head) 5. Ridge straps shall be attached to each pair of opposing rafters except wherer, ,1, ;':;• Cie- , LU 41
STRUCTURAL MEMBER ALLOWABLE DEFLECTION ,� 1 '4 t} ,�i ��
FIBERBOARD PANELS 7/10' Gd 3"EDGE/G"FIELD
collar ties Of I xG or 2x4 lumber Is located in upper third Of attic space and Ln
25/32" 8d 3"EDGE/G"FIELD Rafte-=haw slopes c -eater' ly 180
attach to each pair of rafters. �� �`� r_',;�-.• �� �'
GYPSUM WALLBOARD 5d COOLERS 7"EDGE/ 10'FIELD Itia.1 3112 w th no hni>hed cell nq L
G. Uplift connectors shall be provided at each rafter bearing.
4'EDGE ZONE- 10 O/C-G"AT PANEL EDGES AND 12"AT O 7' Alf
atf,�a�-,I�ed to_afters A
HARDBOARD 8d INTERMEDIATE SUPPORTS IN THE PANEL FIELD RO -SS U
INTERIOR ZONE- I G"O/C-G"AT PANEL EDGES AND 1 2"AT nterior ivallti - artitirn s Hj 180 7. Floor to floor hold-downs to be provided every 48, and every I G" within 4' /'
z
8d INTERMEDIATE SUPPORTS IN THE PANEL FIELD Floorplastered cc lin.. 3ia
s L/ 0 of exterior corners.
FLOOR 511EATHING
All ctner strjcau•al memebers U240 z
5TRUCTURAL PANELS- I"OR LE55 8d G"EDGE/ 1 2"FIELD Ext.-nor walls writh Flaster or 1-1/350 8. 5111 Plate to Foundation Anchorage: 5111 plate Shall be-anchored to the
stucco finish foundation with anchor bolts having a min. bolt diameter of 5/8"and 3"x 3"x
Exterior walls- wind loads with U240 1/8" washers. A minimum of one anchor bolt shall be provided within G to 12
Nailing requirements are basedon 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 brittle-inlshes inches of each end of each plate. Anchor bolts shall have a minimum embedment PAGE:
higher shear capacities,Wading reguimrements for structural members shall be doubled,or al
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. Ext-.-f or.Walls- wind loads"Vith L/120 of 7 Inches in concrete/ masonry foundations. Anchor bolts Shall be- located
flexible finishes within 12 inches of corners and at spacing not exceeding 4 feet on center. 3