HomeMy WebLinkAbout42999-Z 0�5�fatKc� TOWN OF SOUTHOLD
�� yy BUILDING DEPARTMENT
TOWN CLERK'S OFFICE
o • � SOUTHOLD, NY
BUILDING PERMIT
(THIS PERMIT MUST BE KEPT ON THE PREMISES
WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS
UNTIL FULL COMPLETION OF THE WORK AUTHORIZED)
Permit#: 42999 Date: 9/5/2018
Permission is hereby granted to:
Town of Southold
PO BOX 1179
Southold, NY 11971
To: construct bird blind as applied for per DEC approval.
At premises located at:
70282 Route 25, Greenport
SCTM #473889
Sec/Block/Lot# 45.-5-3.1
Pursuant to application dated 6/19/2018 and approved by the Building Inspector.
To expire on 3/6/2020.
Fees:
Total: $0.00
Buil ctor
be# qZq77a& ev'rd $lind
Ellil r4irm
IF' 1:= IF , 111RA I "T
ISSUED TO ��N vt 34%id DATE �Sr
ADDRESS 702-o?Z 91257S C&>WAAW�
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 - C-20
TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST
BUILDING DEPARTMENT Do you have or need the following,before applying?
TOWN HALL Board of Health
SOUTHOLD,NY 11971 4 sets of Building Plans
TEL: (631) 765-1802 Planning Board approval
FAX: (631) 765-9502 Survey
Southoldtownny.gov PERMIT NO: Check
Septic Form
N.Y.S.D.E.C.
Trustees
C.O.Application
Flood Permit
rp ��C� V
Examined ,20 V r SingleUi Separate`
1111����
D Truss Identification Form
JUN 1 9 20% Storm-Water Assessment Form-
Contact: \�,,, � , ,
Approved ,20 0 Mail to: Td )n 06�1,(l.j{
Disapproved a/c BUMDINGDE •
TOWN OF S SOLD
' Phone:
Expiration ,20
B i n pector
APPLICATION FOR BUILDING PERMIT ;
a;•i.. :zt:4 Date �' /S •;,,, , 20J
INSTRUCTIONS '
a. This application MIIST to completely filled'in by typewriter or in ink and gubmQeto 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-4'15i ildingrs on prk ses,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-Certi-f'cate of.Occupancy. V1. 1 !
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
Regul`hiofis;for the con"lruction of buildings,additions, or°alterations or for removal or demolition as herein described. The
applicant ag'ees.to cogi ly;with all applicable laws,ordinances,building code,housing code,and regulations, and to admit
autliorizdd'in`spectors on premises and in building for necessary inspections
/ o(Nr, c7-f'
(Signature of applicant or name,if a corporation)
.5:?arQ&t� Qr10 D g3 It >�
S3T883W W IAIV3>1 ailiK/y
address of applicant)
AIOY wOW to 89s42 ,olldu9 Y���v //I7 l
State whether applicant is owner, lessee, agent, arf'itcS, rimee , general contractor, electrician, plumber or builder
Otvr)•cv- Y Muo7 Wottuc, n,
Name of owner of premises 7-0-L."'Vi D-C —So !�
(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:
House Number Street t Hamlet
County Tax Map No. 1000 Section J " Block Lot 3.
Subdivision Filed Map No. Lot
2. State existing use and occupancy of premises and intended use and occupan y of proposed construction:
a. Existing use and occupancy —Mk r
b. Intended use and occupancy q,—Itt
3. Nature of work(check which applicable):New,Building Addition Alteration
Repair Removal Demolition Other W rk
1 Q� � n (Description)
4. Estimated Cost O d
paid on filing this application)
5. If dwelling, number of dwelling units Number of dwelling u i n each floor
If garage, number of cars C c
6. -If busigess,'commercial or mixed occupancy, specify nature and extent of eE ch type of use.
.-r
7. Dimensions of existing structures, if any: Front 4"ORMG„ Q RWQj Depth
Height Number of Stories
Dimensions of same structure with alterations or additions: Front Rear
Depth Height Number of Stories
8. Dimensions of ep'rp new construction: Front A r .Rear � � Depth
Height 1 Number of Stories
9. r:Size of lot:Front_q ,+ Rear 4- M0` Depth 7 vj+ gl4,,
10. Date of Purchase-2�G f f G�GZ1 A- Name of Former Owner `, �� l7 V!/` a'Yd v
11. Zone or use district in which premises are situated L v
12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO X
13. Will lot be re-graded? YES NO_gWill excess fill be removed from remises? YES NO
14.Names of Owner of premises T.+r.t 6 f Syr A*IVAddress 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 QUIRED. Q>�C f
b. Is this property within 300 feet of a tidal wetland? * YES )W' NO r481
* IF YES,D.E.C.PERMITS MAY BE REQUIRED.
16.Provide survey,to scale, with accurate foundation plan and distances to pr perty lines. l
17. If elevation at any point on property is at 10 feet or below, must provide to ographical data on survey.
18.Are there dny.coLtriants�arid=restrictions vV ih respect to this pproppertyy? * Y S NO
* IF YES, PROVIDE A COPY. r KEVIN W. WEBSTER
Notary Public, State of New Yo
STATE OF NEW YORK) No. 01 WE6365673
SS: Qualified in Suffolk County al
COUNTY OF ) Commission Expires Oct. 10,
cJ C7 Se.e p5�C� being duly sworn, deposes a d says that(s)he is the applicant
(Name of indiv dual signing contract)above named,
(S)He is the L:/r
(Contractor,Agent, Corporate Officer, etc.)
of said owner or owners, and is duly authorized to perform or have performed the saiq work and to make and file this application;
that all statements contained in this application are true to,the best of his knowledge a d belief; and that the work will be
performed in the manner set forth in the application filed therewith.
Sworn.to before me this
.
day of . 201'g__
-24�- mi al&�A
Notary Public 'Si'Si ature of Applicant
otoer
APPRO ED AS NOT 8' -0" NTS 3' -0" 4' -0" ST _ D
DATE: B.P.#t 2xfiJOISTSAT 16"O.C• SOUTHOLD TOWN
w/ METAL JOIST HANGERS
=EE: � BY: � , AT EACH END. ENGINEERING DEPARTMENT
,:OTIFY BUILDING DEPARTMENT AT
E 5-1802 8 AM TO 4 PM FOR THE
,:OLLOWING INS ECTION :` " 2 -2 x 12 BOX BEAM ��SUFFQ�
1. FOUND)TIO - . X
FOR POURED ^�COKCRE TE
Co
2. ROUGH'=-F MINC UMBING 1
3. INSULATION CD
4. FINAL -MPICON tRUCT10 _MUST
BE COET S FOR : -
ALL CONSTRUCTION— i L-MEET THE
REQUIREMENTS OF TMg C ODES OF NEW F PROPOSED:
YORK.STATE ,NOT RESF ONSIBLE FOR 2 x 12 JOISTS AT-16" O.C. w/METAL TIMBER BIRD..BLIND
DESIGN OR STRIA ON ERRORS. JO_ IST HANGERS AT EACH END.
uj
J DRAWN:
m -_ James A, Richter, RA-
DESIGN ftn' - SCTM#.
A- _ 'a^^ 1000 xx zcx XX
CD' V ADDRESS:
Bo
= N = -
F- r'
2
_. Z PROFESSIONAL SEAL:
RETAIN STORM WATER RUNOFF
r \��� ED .Q�c
PURSUANT TO CHAPTER 236 N a
OF THE TOWN CODE. N �'..�
AL 2 -2x12 BOX BEAM ilixi
o
0-' I P R 6 x 6 TREATED WOOD POST ® t
L`,.,',�E I UL FL TYPICAL AT ALL LOCATIONS `
VIV1THOUT CERTIFICATE 2 x 12 STAIR STRINGER BAY to SOUND
i,
C, OCCUPANCY TRAIL PROJECT
X COMPLY ITH ALL CODES OF STANDARD
TYPICAL FOUNDATION PLAN ` AS REQUIRE ANE & TOWN CODES DETAILS
D CONDITIONS O
Scale: 3/8" = 1 '-0" DATE:
• DRAWING:
07-20-16
r REVISED:
-Aml.
N.Y.S.Ix SHEET# 1 of 3
8' -0" NTS ,3' -0" 4' -0"
-STED
LINE OF ROOF OVERHANG SOUTHOLD TOWN
ENGINEERING DEPARTMENT
o sIJFFQk
I
ZFri �l �
PROPOSED
N TIMBER BIRD-BLIND
- 11 Z - ( - f _ I I I r I DRAWN'
o A James A. Rechter, RA
o I2 x6 rR EATED D DDC IN
� �ao SCTM#:
1000 -xx -XX -XX
ADDRESS'
z
I
�I I PROFESSIONAL SEAL:
— — Co
LINE OF ROOF OVERHANG — — ��o. 02p5���
2 x 4 STUDS @ 16" O.C. —
3/4 " ESTERIOR GRADE BAY t0 SOUND
T-111 PLYWOOD SIDING
TRAIL PROJECT
STANDARD
a �
CD
CD DETAILS
TYPICA L FLOOR PLAN DATE: DRAWING:
07-20-16
ScaleSala: 3/8" � V-01® REVISED: A=2
: SHEET# 2 of 3
i
ASPHALT ROOL ROOFING ON 30#FELT
5/8 " PLYWOOD ROOF SHEATING in L"
2 x 10 FASCIA
I
Vk STED-
BOTTOM OF GIRDER SOUTHOLD TOWN
2 x 8 JOISTS AT 16" O.C.w/SOLID ENGINEERING DEPARTMENT
BOTTOM OF GIRDER BLOCKING AT CENTER SPAN. �OgUFF(Yk
2 -2 x 12 GIRDER THROUGH BOLTED
_ TO POST WITH 2 - 1/2" 0 GALV. BOLTS j
LINE OF CONTINUOUS TIMBER Co
2 x 4 STUDS @ 16" O.C. HAND RAIL @ STAIR& LANDING
2x12 TOP RAIL �01/
00
TOP OF SOLID RAIL
PROPOSED.
o"IrIO - TIMBER BIRD,BLIND
3/4 ES'T"EMOR GRADE \ I =
T-1,11 PLYWOOD SIDING \ c DRAWN: James A. Richter, 12A
SCTM#
TOP OF"PLATFORM TOP OF PLATFORM 1000 -XX -XX -'XX
I - ADDRESS:
2 x 6 TREATED °O
WOOD DECKING °O @)
2 x 12 BOX BEAM 2 x 6 TREATED WOOD DECKING LANDINGV/ L `t
i PROFESSIONAL SEAL:
2 x 12 JOISTS AT 16" O.C. w/METAL
c JOIST HANGERS AT EACH END. 2 x 12 BOX BEAM ®
00 ®� A.
2 -2 x 12 GIRDER THROUGH BOLTED co
TO POST WITH 2 - 1/2"0 GALV. BOLTS w @
2x6 JOISTS AT
o.
16" O.C. w/METAL CO c b
2 x 12 STAIR STRINGER JOIST HANGERS r
AT EACH END. 0
GRADE GRADE
-�i�l_,Ti,�,Illi ��1-1-1��►�►� ►II �III� II�►���II �II�IIIIIIM��►MTi� l����►�►��►�I�IIIII��IIIIIIIIIIII�III��� �� ► �' I��►��►Ti-�� - I1-'I��'►�►�►��� �► ►Ti��►���►��-�- BAY to SOUND
TRAIL PROJECT
STANDARD
6 x 6 TREATED WOOD POST DETAILS
BOTTOM OF POST
DATE: DRAWING:
07-20-16
TYPICAL CROSSSECTION REVISED:
A®A — A=3
SHEET# 2 of 3
Scale. 3/8 - 1 -0
COMPLIANCE WITH 2O15 I.B.C. CODE OF NEW YORK STATE, LATEST EDITION NAILING SCHEDULE — MINIMUMS — I.B.C. CODE 2015 N.Y.S. EDITION
Grouts Wind scismic Weathering Frost Termites Dewy Winter Ice Shield Flood
Snow Speed Design Line Design Underiayment Hazard= (NOT INCLUDING UPLIFT & HOLD DOWN CONNECTIONS Load (MPH) catagory Depth Te-P. Req_d
STE-
45 PSF 130 13 severe 36- Moderate Slight- It*F Yes NIA ROOF RAFTERS TO RAFTERS @RIDGE
-Heavy Moderate DESCRIPTION-GALV.COMMON NAILS #NAILS NAIL SPACING SOUTHOLD TOWN
ROOF/CEILING: 6 ROOFING NAILS PER SHINGLE 4-8d COMMON NAILS IN EACH END
COMPLIANCE WITH CODE ROOFING SHINGLES 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.C.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 130 m - SHEATHING - 4'PERIMETER ZONE 6"O.C.EDGE, 6"O.C.FIELD
h � �
BY USING W.F.C.M.WOOD FRAME CONSTRUCTION MANUAL 1995 EDITION USING PRESCRIPTIVE p 8d 6"O.C.EDGE, 6"O.C.FIELD ROOF RAFTERS TO WALL STUDS
DESIGN METHOD. USE 12"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.C.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- n
OF ATTIC AT 16"O.C. CEILING JOIST LAP AT PARTITION(face nailed) 3-16d EACH LAP NAILS PER MANUFACTURER. �C
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
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
INTERIOR WALL) BUILDING CODE-TABLE R301 2(2)WINDOWS TO MEET D.P.RATING OF 40 MINIMUM. STUDS TO STUDS @SECOND FLOOR
RIM(fascia)TO RAFTER(end Walled) 2-16d EACH END PROPOSED:
GYPSUM BOARD-CEILING 5d cool 7"O.C.EDGE, 10"O.C.FIELD 4-8d COMMON NAILS IN EACH END TIMBER BIRD BLIND
TABLE 1609.1.4 WALL: OF 1--I"x 20 Ga.STRAP.
WINDBORNE DEBRIS PROTECTION FASTENING GYPSUM BOARD-WALL 5d cool 7"O.C.EDGE, 10"O.C.FIELD SIMILAR@ GABLE END WALLS. DrsnwR James A. Richter, RA
SCHEDULE FOR WOOD STRUCTURAL PANELS a'b'` STRUCTURAL SHEATHING- 8d 6"O.C.EDGE, 12"O.C.FIELD 6crNrk
TOP PLATE TO TOP PLATE(face nailed) 2-16d PER FOOT STUDS TO BOX BEAM&FOUNDATION 1000 -XX-XX-XX
TOP PLATE AT INTERSECTIONS(face nailed) 4-16d JOINTS-EACH SIDE
FASTENER SPACING(inches) STUD TO STUD(face nailed) 2-16d 24"O.C. 4-8d COMMON NAILS IN EACH END ADDRES&
HEADER TO HEADER face Waded 16d OF 1-t"x 20 Ga.STRAP @ 16"O.C.
FASTENER 2 Feet 4 Feet 6 Feet ( ) 16"O.C.ALONG EDGES
Panel TOP/BOTTOM PLATE TO STUD end nailed 16d WRAP UNDER SILL PLATE
USE USP MP4F OR
TYPE Span Panel Panel Panel ( ) 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. 2-16d PER FOOT 5/8"ANCHOR BOLTS @ 48"O.C.WITH 3"x
FLOOR: 3"SLOTTED SQUARE WASHERS- PROFESSIONAL SEAL:
2 1#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(toe nailed) 4-8d PER JOIST
BRIDGING TO JOIST(toe nailed) 2-8d EACH END ALL STRAPPING TO BE
2 #8 Wood BLOCKING TO JOIST toe nailed 2-8d GALVANIZED ASTM GRADE 33
Screws 16 16 16 12 ( ) EACH END MINIMUM.Typica
BLOCKING TO SILL OR TOP PLATE(toe nailed) 3-16d EACH BLOCK DF C LEDGER STRIP TO BEAM(face nailed) 3-16d EACH JOIST I E DY
Er---
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 ' f
1 mile per hour=0.44 m/s. BAND JOIST TO JOIST(end nailed) 3-16d PER JOIST v
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 S E P 5 2018
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 BUMDING DEFT
be attached utilizing vibration-resistant anchors having a minimum TOWN OF SOUTHO D
withdrawal capacity of 490 pounds.
TYPICAL FRAMING NOTES:
TABLE R301.5 ��� yA.l�/G+tCy/>►
MINIMUM UNIFORMLY DISTRUBUTED LIVE LOADS 1) ALL FRAMING
RMIING TECHNIQUES AND METHODS AS PRESCRIPTIVE DESIGN OF CURRENT S.B.C'HIGH WIND EDITION WOOD FRAMING CONSTRUCTION
MANUAL. 7 ��
2) UNLESS OTHERWISE NOTED,ALL FRAMING AND STRUCTURAL WOOD MATERIAL TO BE#2+BTR.DOUGLAS FIR.
(in pounds per square foot) 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 k
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. A.
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/IRl , 1square inch= 645 ml�i. 6) DOUBLE ALL FLOOR JOISTS UNDER PARALLEL WALLS AND UNDER BATHTUB. FLOORS TO HAVE CERAMIC TILE INSTALLED SHALL BE VERIFIED
FOR PROPER LOAD CAPACITY. /y r �O SOUND
1 pound=4.45 N 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 AND WALLS 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 FLOOR TO BE INSTALLED OVER SUBFLOOR AS PER MANUFACTURE'S INSTRUCTIONS AND COMPLIANCE
SPECIFICATIONS.
inches,whichever produces the greater stresses. 11) ALL BATHROOM WALLS TO HAVE 1/2"THICK MOISTURE-RESISTANT GYPSUM WALLBOARD. GARAGE WALLS AND CEILINGS AND OVER FURNACE
d. A single concentrated load applied in any direction at any point along TO HAVE TWO LAYERS OF 5/8"THICK TYPE-X GYPSUM WALLBOARD. ALL OTHER PARTS OF BUILDING TO HAVE REGULAR 1/2"GYPSUM DATE. DRAWING:
the top. WALLBOARD. ALL WALLS TO BE TAPED,SPACKLED&PAINTED. }
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. 07-20-1 6
with Section R802.10.1. 13) ALL SILL PLATES AND WOOD IN CONTACT WITH CONCRETE TO BE PRESSURE TREATED. SILL PLATES TO BE INSTALLED WITH A FOAM SILL REVISED.,
f. See Section R502.2.1 for decks attached to-exterior walls. GASKET AND COP-R-TEX TERMITE SHIELD OR APPROVED EQUAL. A=4
1 09-04-1
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