HomeMy WebLinkAbout43000-Z Sif-MI TOWN OF SOUTHOLD
BUILDING DEPARTMENT
C TOWN CLERIC'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#: 43000 Date: 9/5/2018
Permission is hereby granted to:
Suffolk County
300 Center Dr
Riverhead, NY 11901
To: construct bird blind as applied for with flood permit per DEC approval.
At premises located at:
650 Albertson Ln., Greenport
SCTM # 473889
Sec/Block/Lot# 53.-1-1.7
Pursuant to application dated 6/19/2018 and approved by the Building Inspector.
To expire on 3/6/2020.
Fees:
Total: $0.00
Bu i spector
N-4y3000 6LI"r) d
Ellil ILE) 1 r4c,
IF' 1:= IF[ F*4 1 "r
ISSUED TO 5(AFF-01K OWn+qDATE q '5 -19
ADDRESS (o5oAlbeHsm ce-fenporf
This notice must be displayed during construction
and returned to Building Dept. to get a certificate of
occupancy upon completion of work.
BUILDING INSPECTOR'S OFFICE, TOWN OF SOUTHOLD
SOUTHOLD, N.Y.
Exp.- 3 -6-'ZO
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 `. =` "" + t'. .v, 1 Planning Board approval
FAX: (631) 765-9502 , Survey
Southoldtownny.gov --PERMIT NO: ':
�'' Check
Septic Form
I N.Y.S.D.E.C.
Trustees
C.O.Application
r, Flo'od Per rpt,
Examined ,20 Single,&S'eparafe'
Truss Identification Form
Storm-Water Assessment Form
Contact:
Approved 20 JUN 9 2018 Mail to:
—7 r!
Disapproved a/c 3e.etor
Tll,* ' / 5-q54
$UIL]) .
TOWN OFOLD Phone:
Expiration ,20
Buil
APPLICATION FOR BUILDING PERMIT a
Date-61-15 • i, 20
INSTRUCTIONSI.
a. This application Mfi7ST�e completely filled',in by typewriter or in ink and su'brrii ec fo 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'hu�'�i W on pr6htses,7relationship 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
shal l be kept orr 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
jgues d�Certificate pf Qecupanc
y'
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
properly 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 ew 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 ofthe Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or
RegitMibfis; for tlie,cons ru tion of buildings, additions, O'?ralterations or for removal or demolition as herein described. The
applicant agrees-to cp, iplywith all applicable laws, ordinances,building code,housing code-,and regulations, and to admit
aiatliorized'inspectors on premises and in building for necessary inspections.
(Al^ 'o-f �OQ+41bl,�
(Signature•of applicant or name,if a corporation)
83T283W W i JVi 1>1 c a
ailina dress of applicant)
rh<.�Y WOO tc9trat2 ,oi1u:�9' U���
State whether applicant is owner, lessee, agent, aTfi ; 4t4'neera, general contractor, electrician, plumber or builder
��V17�cr' ymuoo �1o)tuc n� .. �,. :s�i:,
Name of owner of premises
(As on the tax-roll or latest deed) •.;e
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' " Block Lot
5'3
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 MzU r uw
b. Intended use and occupancy y4AIr P�-r Ce iryy.
3. Nature of work(check which applicable):New Building Addition Alteration
Repair Removal Demolition Other Work—1 rnLw&_P- i(d Rheg=j
• d ® (Description)
4. Estimated Cost 10 Q� 3G Fee
(To be paid on filing this application)
5. If dwelling, number of dwelling units fx F `='"� on each floor
If garage, number of cars I
6. If business, commercial or mixed occupancy, specif �Wture tangUttent of ch type of use.
7. Dimensions of existing,structures, if any:Front a •;- ,Rar Depth
Height Number of Strider
Dimensions of same structure with alterations or additions: Front Rear
Depth Height Number of Stories
8. Dimensions of en 'rip new construction:Front A Rear. -_15 Depth
Height Number of Stories
9. 4 Size of lot: Front/{0.'4 4W Rear_ 92 d- 1 330_`Depth 719' � r
10. Mte of Purchase.21-64l e�L!R lI off. Name of Former Owner
11. Zone or use district in which premises are situated t.TD I
12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO
13. Will lot be re-graded? YES NOXWill excess fill be removed from premises? YES NO
14.Names of Owner of premises /d"4t6'f Shcc.e 'Address, Phone No. 1)6r"q"yy
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 k' NO
* IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. p C V f
b. Is this property within 300 feet of a tidal wetland? * YES .k NO �1
* IF YES, D.E.C.PERMITS MAY BE REQUIRED. 14�E�-/►.
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 dny4o, e anlg arfc iesirieflons`WithTespect to this pproppertrryy? * YES NO
* KEVIN W. WEBSTEA
IF YES,PROVIDE A COPY. ,
.", �.• �� t:Notary Public, State of Now York
STATE OF NEW YO}ZK) No. 01WE636S673
SS: Qualified in Suffolk County v i%
COUNTY OFF Commission Expires-Oct. 10, dal
V C7 :3ie d—,�C being duly sworn, deposes and says that(s)he is the-applicant
(Name of ind'iv dual signing contract)above named,
(S)He is the IQ 10
NJ (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 blest of his knowledge and belief; and that the work will be
performed in the manner set forth in the application filed therewith.
Sworn,jo before me this,--
day of 201'g__
Notary Public < , 'Si ature,of Applicant
S
OUP 8' -0" NTS 3' -0" 4' -0"
STED
USE IS UNLAWFUL f 2 x 6 JOISTS AT 16" O.C. SOUTHOLD TOWN
w/ METAL JOIST HANGERS
WITHOUT CERTIFICATEENGINEERING DEPARTMENT
� AT EACH END.
OF OCC 2 -2 x 12 BOX BEAM OSUFFQ/r
co
o
RETAIN STORM WATERRUNOFF o
PURSUANT TO CHAPTER"2436 tO
OF THE TOWN CODE.. . , Z
C PROPOSED:
--. _ 2 x 12 JOISTS AT 16" O.C.w/METAL ': TIMBER BIRD BLIND
JOIST HANGERS AT EACH END. \ -
Lu
J
co m DRAWN: James A.`Richter, RA
z
SCTM P.
A _® \ a - A Lu 1000 -xx xx -xx
f _ ADDRESS:
- CO � CV
2
~ \ \
Fo- w = qI
Z FLOOD ZONE PROFESSIONAL SEAL:
`CT � Y WITH CHAP
TER
.D Aq �.
co
DAMAGE PRIE
N a t of 1") TOWN C„: I}1
N F- ;
A PR VED S NO (� 2 -2 x 12 BOX BEAM f 7
DATE: t3. :# ��� c
FEE:
��0. 02
� - � BY:
NOTIFY. BUILDING DEPAR NT AT 6 x 6 TREATED WOOD POST
765-1802. $AM, TO 4 PM FOR THE TYPICAL AT ALL LOCATIONS
FOLLOWING INSPECTIONS:
t:,FOUNDATION - TWO REQUIRED 2 x 12 STAIR STRINGER �AY to SOUND
FOR POURED CONCRETE
2.'ROUGH'e_FRAMING & PLUMBING TRAIL PROJ
4. FINAL • CONSTRUCTION MUS ECT
3. INSULATION u COMPLY ITH ALL CODES OF STANDARD
BE COMPLETE FOR C.O.. YPICAL FOUNDATION PLAN ��, NEW TE & TOWN CODE DETAILS
ALL CONSTRUCTION SHALL ME AS REQUIRED AND CONDITIONS Im
REQUIREMENTS OF THE CODES OF NEW Scale: 3/S�v - 1 ■-0 11 Z6A DATE:
YORK STATE. NOT RESPONSIBLE FOR DRAWING:
DESIGN OR CONSTRUCTION ERRORS. 07-20-16
REVISED:
-Awl.
N.Y.S.DEC SHEET# 1 of 3
8' -0" NTS 3' -0" 4' -0"
STED
LINE OF ROOF OVERHANG SOUTHOLD TOWN
l
ENGINEERING DEPARTMENT
o sUFRZ,r
i I
Zo� �
-. .. . �. _•.. � � - I it , is � i � _ � ; ,. _ , _
PROPOSED:
J TIMBER BIRD BLIND
A _ Z I I II I I I DRAWN
r 2 x 6 1 R T D f 1N O I o A James A. Richter, RA
j DD C
SCTM#:
00 1000 xx xx xx =
I k;
ADDRESS:
z
y t
PROFESSIONAL SEAL:
.0.Aq��'yi
• I � �
LINE OF ROOF OVERHANG
2 x 4 STUDS @ 16" O.C. —
3/4 " ESTERIOR GRADE — — BAY to SOUND
T-111 PLYWOOD SIDING
x TRAIL PROJECT
°° STANDARD
n. @
DETAILS-
0
TYPICAL FLOOR PLAN ; DATE: 16 DRAWING:
07-20-
Sale. 3/8" = V-Owl REVISED: A=2
SHEET# 2 of 3
I
ASPHALT ROOL ROOFING ON 30# FELT
5/8 " PLYWOOD ROOF SHEATING
2 x 10 FASCIA --;
I '
SOUTHOLD TOWN
BOTTOM OF GIRDER
I I ENGINEERING DEPARTMENT
2 x 8 JOISTS AT 16" O.C. w/SOLID
BOTTOM OF GIRDER BLOCKING AT CENTER SPAN.
2 -2 x 12 GIRDER THROUGH BOLTED Qj
TO POST WITH 2 - 1/2" 0 GALV. BOLTS o
LINE OF CONTINUOUS TIMBER 2 x 4 STUDS @ 16" O.C. HAND RAIL @ STAIR& LANDING v�o
2 x 12 TOP RAIL ��01
J TOP OF SOLID RAIL
PROPOSED:
ESTERIOR GRADE - r; `TIMBER BIRD BLIND
T-111 .PLYW6OD SIDING Y DRAWN: James A. Richter, RA
SCTM
TOP OF PLATFORM - v ^l 1000 -XX -XX -XX
_ f' TOP OF PLATFORM
I - ADDRESS
2 x 6 TREATED °O
I WOOD DECKING °O
04
2 x 12 BOX BEAM 2 x 6 TREATED WOOD DECKING
LANDING
PROFESSIONAL SEAL:
2 x 12 JOISTS AT 16" O.C.w/METAL
JOIST HANGERS AT EACH END. _2 x 12 BOX BEAM .D A/9'C+
00 2 -2 x 12 GIRDER THROUGH BOLTED co
TO POST WITH 2 - 1/2" 0 GALV. BOLTS 00
2x6 JOISTS AT
2 x 12 STAIR STRINGER 16 O.C. w/METAL CD
JOIST HANGERS
AT EACH END.
GRADE GRADE
-'iil'III-1111�I I I��I I I�III'III�111"I I I�l i l'Ti'I I I ►TI'I I I III=1 f l"I I_I'III I I I III'ITI-11 I I'l l�l=l�l'Ti_ I I'1►1=�I�-'- BAY to SOUND
1-11,1=111-11 F I I I . .I 11=1 I I I I I-1 1_ I I I
0
TRAIL PROJECT
STANDARD
6 x 6 TREATED WOOD POST _,Z_
DETAILS
BOTTOM OF POST
DATE: DRAWING:
07-20-16
TYPICAL- CROSS SECTION REVISED: A=3
A_� '' SHEET# 2 of 3
Scale: 3/8" = 1 '-0"
COMPLIANCE WITH 2O15 I.B.C. CODE OF NEW YORK STATE, LATEST EDITION
Ground Wind Scismic Weathering Frost Termites Decay Winter Ice Shield Flood NAILING SCHEDULE — MINIMUMS — I.B.C. CODE 2015 N.Y.S. EDITION --
Snow Speed Design Line Design Underlayment Hazards
Load (MPH) catngory Depth Temp. Required (NOT INCLUDING UPLIFT & HOLD DOWN CONNECTIONS STE
45 PSF 130 B severe 36" Moderate Slight- 11'F yes N r A ROOF RAFTERS TO RAFTERS @ RIDGE
-Heavy Moderate DESCRIPTION-GALV.COMMON NAILS #NAILS NAIL SPACING SOUTH 0 LD TOW N
ROOF/CEILING: + 6 ROOFING NAILS PER SHINGLE 4-8d COMMON NAILS IN EACH END
COMPLIANCE WITH CODE ROOFING SHINGLES I 8d 6"O.C.EDGE, 12"O.C.FIELD OF 1 x 20 Ga.STRAP 16"O.C.OR ENGINEERING DEPARTMENT
IT IS THE INTENT OF THESE DOCUMENTS THAT ALL WORK SHALL COMPLY WITH THE 2015 I.B.C.AND STRUCTURAL SHEATHING-INTERIOR ZONE 2x4 COLLAR TIES IN UPPER 1/3 OF
8d 6"O.0 EDGE, 12"O.C.FIELD ROOF @ 16^O.C.
THE 2017 SUPPLEMENTAL CODES FOR THE STATE OF NEW YORK. STRUCTURAL SHEATHING-4'PERIMETER ZONE 8d 6"O.C.EDGE, 6"O.C.FIELD �cFQ�
BY USING W.F.0 M WOOD FRAME CONSTRUCTION MANUAL 1995 EDITION USING PRESCRIPTIVE 130 mph - SHEATHING - 4'PERIMETER ZONE 8d 6"O.C.EDGE, 6"O.C.FIELD
j ROOF RAFTERS TO WALL STUDS
DESIGN METHOD. USE 2'DIAMETER x 12"-"J"BOLT @ 4'-0"O.C. into FOUNDATION WITH 4"x 4"x 1/2" SHEATHING @FLUSH AND FLYING GABLES 8d 4"O.C.EDGE, 4"O.0 FIELD
B.P.PLATE OVER SILL PLATE. USE 1-1/4"x 20 GAGE STRAPS @ EACH JOINT,SILL PLATE TO FIRST 130 mph-@ FLUSH AND FLYING GABLES 3-8d PER RAFTER 4-8d COMMON NAILS IN EACH END
FLOOR WALL STUDS,1st FLOOR WALL STUDS TO 2nd FLOOR WALL STUDS,WALL STUDS AND TOP RAFTER/TOP PLATE(toe nailed) 3-8d PER JOIST OF 1-a'x 20 Ga.STRAP 16"O.C.OR
PLATE TO ROOF RAFTERS AND OVER RIDGE AT EACH RAFTER OR 2x6 COLLAR TIE IN UPPER THIRD CEILING JOIST/PARALLEL RAFTER(face nailed) 3-16d EACH LAP IF C J.NOT ON PLATE USP RT10 OR SIMPSON LTS16-
OF ATTIC AT 16"O:C. CEILING JOIST LAP AT PARTITION(face nailed)` 3-16d EACH LAP NAILS PER MANUFACTURER. Jn,
ASPHALT SHINGLES FOLLOW NAILING SCHEDULE R905.2.6 MINIMUM 6 FASTENERS PER SHINGLE, COLLAR TIE TO RAFTER(face nailed) 2-10d PER TIE 3-10d REQ @ 120 mph Zone �C
30#BUILDING FELT,INSTALL PER R905.2.7(ICE SHIELD REQUIRED FOR 1st 24"ABOVE START OF BLOCKING TO RAFTER(face nailed) 2-8d EACH END STUDS TO STUDS @ SECOND FLooR
INTERIOR WALL) BUILDING CODE-TABLE R301.2(2)WINDOWS TO MEET D P.RATING OF 40 MINIMUM RIM(fascia)TO RAFTER(end nailed) 2-16d EACH END PROPOSED
GYPSUM BOARD-CEILING 5d cool 7"O.C.EDGE, 10"O.C.FIELD 4-_8d COMMON NAILS 1_N EACH END TIMBER BIRD BLIND
TABLE 1609.1.4 WALL: OF 1-at"x 20 Ga.STRAP. -
WINDBORNE DEBRIS PROTECTION FASTENING GYPSUM BOARD-WALL 5d cool 7"O C.EDGE, 10"O.0 FIELD
SIMILAR @ GABLE END WALLS. DRAWN James A. Richter, RA
SCHEDULE FOR WOOD STRUCTURAL PANELS a,b,o STRUCTURAL SHEATHING- 8d 6"O.0 EDGE, 12"O.C.FIELD sc1Nx
TOP PLATE TO TOP PLATE(face nailed) 2-16d PER FOOT STUDS TO BOX BEAM&FOUNDATION 1000 -XX-XX-XX
FASTENER SPACING'inches TOP PLATE AT INTERSECTIONS(face nailed) 4-16d JOINTS-EACH SIDE AooaEss
( ) STUD TO STUD(face nailed) ( 2-16d 24"O.C. 4-8d COMMON NAILS IN EACH END
FASTENER 2 Feet< 4 Feet 6 Feet HEADER TO HEADER(face nailed) 16d 16"O.0 ALONG EDGES OF 1-a^x 20 Ga.STRAP @ 16"O.C.
Panel •. WRAP UNDER SILL OR USE USP MP4F OR -
TYPE Span Panel Panel Panel TOP/BOTTOM PLATE TO STUD(end nailed) } 16d PER STUD SIMPSON LTP4 PLATE 32"O.C.-
<2 Feet Span Span Span TOP/BOTTOM PLATE TO STUD(toe nailed) ( 2-10d PER STUD
2'Feet 6 Feet 8 Feet BOTTOM PLATE TO,FLOOR JOIST/RIM. y 2-16d PER FOOT 5/8"ANCHOR BOLTS @ 48"O.C.WITH 3"x
FLOOR: 3"SLOTTED SQUARE WASHERS- PROFESSIONAL SEAL:
2 z#6 Wood 16 16 12 9 STRUCTURAL T&G SUBFLOOR-GLUED& 8d 6"O.C.EDGE, 12"O.C.FIELD USP/SIMPSON LBPS 5/8".
Screws JOIST TO SILL/PLATE/GIRDER nailed) 4-8d
( ) PER JOIST
BRIDGING TO JOIST(toe nailed) ; 2-8d EACH END ALL STRAPPING TO BE
2 z#8 Wood BLOCKING TO JOIST toe Waded 2_gd GALVANIZED ASTM GRADE 33
Screws 16 16 16 12 ( ) EACH END MINIMUM.Typical
BLOCKING TO SILL OR TOP PLATE(toe nailed) • 3-16d EACH BLOCK
LEDGER STRIP TO BEAM(face nailed) 3-16d EACH JOIST
For Sh 1 inch=25.4 mm, 1.foot=304.8 mm, 1 pound=0.454 kg. JOIST ON LEDGER TO BEAM(toe nailed) 3-8d PER JOIST
1 mile per hour= 0.44 m/s. BAND JOIST TO JOIST(end nailed) 3-16d PER JOIST
a. This table is based on a maximum wind speed(3-second gust)of 130 BAND JOIST TO SILL/PLATE(toe nailed) 2-16d PER FOOT D
mph and mean roof height of 33 feet or less.
b. Fasteners shall be installed at opposing ends of the wood structural I-JOISTS IF APPLICABLE TO BE IN CONFORMANCE
panel. WITH MANUFACTURERS INSTRUCTIONS.
c. Where screws are attached to masonry or masonry/stucco,they shall S EP - 5 2010
be attached utilizing vibration-resistant anchors having a minimum A�
withdrawal capacity of 490 pounds.
TABLE R301.5 TYPICAL FRAMING NOTES: B�D�GD �D
MINIMUM UNIFORMLY DISTRUBUTED LIVE LOADS 1) ALL FRAMING TECHNIQUES AND METHODS AS PRESCRIPTIVE DESIGN OF CURRENT S.B.0 HIGH WIND EDITION WOOD FRAM4T®rfti'r�Rr® §PA
MANUAL.
(in pounds per square foot) 2) UNLESS OTHERWISE NOTED,ALL FRAMING AND STRUCTURAL WOOD MATERIAL TO BE#2+BTR.DOUGLAS FIR. +
3) FLOORS,WALLS,CEILINGS AND RAFTERS TO BE SPACED AT 16 INCHES ON CENTER UNLESS OTHERWISE NOTED.
4) UNLESS OTHERWISE NOTED,ALL BEARING WALL HEADERS TO BE(2)2x10#2 BTR.DOUGLAS FIR. BEARING WALL HEADERS TO HAVE MINIMUM
USE LIVE LOAD OF (2)JACK STUDS AND TWO FULL LENGTH STUDS ON EACH SIDE OF ALL OPENINGS. LVL HEADERS AND GIRDERS TO HAVE(3)JACK STUDS
Exterior Roof System 100 AND(2)FULL STUDS ON EACH SIDE OF OPENINGS. BEARING WALL WINDOW SILLS SHALL ALSO HAVE(2)WINDOW SILL PLATES FOR 2x6 WALL ®
OPENINGS. PROVIDE FIRE STOP AND SOLID BLOCKING WHERE APPLICABLE.
Elevated Floor System 100 5) ALL FLUSH BEAMS/HEADERS TO BE INSTALLED WITH HEAVY DUTY GALVANIZED HANGERS AND ANCHORS WHERE APPLICABLE TO ALL
CONNECTING JOISTS.&GIRDERS.
For SI: 1 pound per square foot=0.0479 kN/l�l,1square inch =645 mr�l. 6) DOUBLE ALL FLOOR JOISTS UNDER PARALLEL WALLS AND UNDER BATHTUB. FLOORS TO HAVE CERAMIC TILE INSTALLED SHALL BE VERIFIED
1 pound =4.45 N FOR PROPER LOAD CAPACITY. AY to SOUND
7) PROVIDE BLOCKING/BRIDGING IN FLOOR JOISTS AT 8'-0"ON CENTER. USE SOLID BLOCKING IN FLOOR JOISTS UNDER ALL BEARING WALLS.
a. Elevated garage floors shall be capable of supporting a 2,000 pound 8) PROVIDE INSULATION BAFFLES AT EAVE VENTS BETWEEN RAFTERS. INSTALL DRAFT BLOCKING AS NEEDED. TRAIL PROJECT
load applied over a 20 square inch area. 9) UNLESS OTHERWISE NOTED,ALL ROOFS ANDVALLS TO HAVE A MINIMUM 1/2^THICK,4-PLY FIR CDX EXTERIOR GRADE PLYWOOD SHEATHING.b. No storage with roof slope not over 3 units in 12 units. PLYWOOD TO COVER OVER ALL PLATES AND HEADERS. BUILDING CODE
c. Individual stair treads shall be designed for the uniformly distributed live 10) UNLESS OTHERWISE NOTED,USE 3/4"THICK,T&G PTS FIR OR ADVANTECH PLYWOOD SUBFLOOR ADHERED WITH PL 400 ADHESIVE AND
load or a 300-pound concentrated load acting over an area of 4 square SCREWED TO FLOOR JOISTS. FINISHED FLOR TO BE INSTALLED OVER SUBFLOOR AS PER MANUFACTURE'S INSTRUCTIONS AND COMPLIANCE
inches,whichever produces the greater stresses. SPECIFICATIONS.
d. A single concentrated load applied in any direction at any point along 11) ALL BATHROOM WALLS TO HAVE 1/2"THICK MOISTURE-RESISTANT GYPSUM WALLBOARD. GARAGE WALLS AND CEILINGS AND OVER FURNACE
TO HAVE TWO LAYERS OF 518"THICK TYPE-X GYPSUM WALLBOARD. ALL OTHER PARTS OF BUILDING TO HAVE REGULAR 112"GYPSUM DATE DRAWING
the top. WALLBOARD. ALL WALLS TO BE TAPED,SPACKLED&PAINTED. 07�20��c
V
e. Attics constructed with wood trusses shall be designed in accordance 12) ALL ROOFING SHALL BE INSTALLED WITH A N ICE&WATER SHIELD OR APPROVED EQUAL.
f. See Section R502.2.1.for decks attached to exterior walls.with Section R802.11. 13) AGASKET AND COP-R TEX TERMITE SHIELD OIR APPROVED EQUAL.LL SILL PLATES AND WOOD IN CONTACT WTH CONCRETE TO BEPRESSURE TREATED. SILL PLATES TO BE INSTALLED WITH A FOAM SILL R A=4
09 VISEpow v_A Q
�F 1 SHEET#4 of 4