2006-634 TOWN OF QUEENSBURY
742 Bay Road,Queensbury,NY 12804-5902 (518) 761-8201
Community Development - Building & Codes (518) 761-8256
CERTIFICATE OF COMPLIANCE
Permit Number: P20060634 Date Issued: Monday, June 04, 2007
This is to certify that work requested to be done as shown by Permit Number P20060634
has been completed.
Tax Map Number: 523400-239-007-0001-005-000-0000
Location: 129 ASSEMBLY PT. Rd
Owner: ROCHELLE ADAMS
Applicant: ROCHELLE ADAMS
This structure may be occupied as a:
Porch
By Order of Town Board
TOWN OF QUEENSBURY
Issuance of this Certificate of Compliance DOES NOT relieve the f
property owner of the responsibility for compliance with Site Plan, 42,fVf
Variance, or other issues and conditions as a result of approvals by the Director of Building&Code E"force` t
Planning Board or Zoning Board of Appeals.
" TOWN OF QUEENSBURY
f if
742 Bay Road,Queensbury NY 12804-5902 (518)761-8201
Community Development- Building&Codes (518) 761-8256
BUILDING PERMIT
Permit Number: P20060634 Application Number. A20060634
Tax Map No: 523400-239-007-0001-005-000-0000
Permission is hereby granted to: ROCHELLE ADAMS
For property located at: 129 ASSEMBLY PT. Rd
in the Town of Queensbury,to construct or place
at the above location in accordance with application together with plot plans and other information hereto filed
and approved and in compliance with the NYS Uniform Building Codes and the Queensbury Zoning
Ordinance. Type of Construction Value
Owner Address: ROCHELLE ADAMS Porch $13,000.00
129 ASSEMBLY PT Rd Total Value $13,000.00
LAKE GEORGE,NY 12845-0000
Contractor or Builder's Name/ Address Electrical Inspection Agency
Plans &Specifications
2006-634
187 SQ FT PORCH
$40.00 PERMIT FEE PAID- THIS PERMIT EXPIRES: Tuesday, November 27, 2007
(If a longer period is required,an application for an extension must be made to the code Enforcement Officer
of the Town of Queensbury before the expiration date.)
Dated at the o iury3 t I(da_ November 27, 2006
e.
SIGNED BY /91 If- for the Town of Queensbury.
Director of Building&Code Enforcement
•
OFFICE USE ONLY •
TAX MAP NOS`/` 7 PERMIT NO. SEP 1 1 2006---- ,,
G `
FEE PAID /x, I / BLDG. & CODES APPROVAL •
•
•
•
ACCESSO Y STRUCTURE BUILDING PERMIT APPLICATION
Use this application for any structure other than the Principal Structure (house) to include, but
not limited to: garage, shed, greenhouse, dock, deck, etc. Refer to Informational Brochure No. 3
entitled Accessory Structures-Sheds/Fences.
A PERMIT MUST BE OBTAINED BEFORE WORK BEGINS. APPLICATION IS SUBJECT TO REVIEW BEFORE
ISSUANCE OF A VALID PERMIT. NO INSPECTIONS WILL BE MADE UNTIL THE APPLICANT HAS
RECEIVED A VALID BUILDING PERMIT.
C� 4/
OWNER: � CP�1(' / l ✓t'11V1.S. INSTALLER/BUILDER: C�d/e' c/ S
7 n�, Q 4 P/d H-A) 5 e.2 6'AA/
ADDRESS: /o2 /Y-'S`Se/Y����/ / / d-� ADDRESS: ,De/h7-4I? ,)7
PHONE NOS.SI r ._.5---6,, /7/ - PHONE NOS.
LOCATION OF PROPERTY:/' :e4/ / a a/tiJ SUBDIVISION NAME: `
LOCATION OF PROPOSED CONSTRUCTION AND/OR INSTALLATION: c74' kili. %'v1I1.. ?>M
ESTIMATED COST OF CONSTRUCTION: s/31 elt') ANY OTHER ACCESSORY STRUCTURE ON PROPERTY? /'l..,n
IF YES, PLEASE LIST:
•
CONTACT PERSON FOR BUILDING&CODES COMPLIANCE: PHONE:
li 1ST FLOOR I 2ND FLOOR I TOTAL PROPOSED
PROPOSED CONSTRUCTION ( HEIGHT
SQ.FT. SQ.FT. SQ.FT. FT.&IN.
OPEN PORCH
...
DECK
DECK W I
I { I I I
I I
3 SEASON,COVERED OR ENCLOSED PORCH' /; 1 �
BOATHOUSE I
jE{ BOATHOUSE WITH SUNDECK � I
DOCK I I I
__ I I
SHED I i
r !
POLE BARN I t
i I
DETACHED GARAGE(NO.OF CARS: ) ': I
_....._.._.._._._ _ I
OTHER ACCESSORY STRUCTURE: i I
I I I 1
*CONSIDERED FLOOR AREA & MUST COMPLY WITH FAR [FLOOR AREA RATIO] REQUIREMENTS IF THE
STRUCTURE IS LOCATED IN THE WATERFRONT RESIDENTIAL ZONE.
To the best of my knowledge, the statements contained in the application, together with the plans
and specifications submitted, are a true and complete statement of all proposed work to be done
on the described premises and that all provisions of the Building Codes, the Zoning Ordinance,
and all other laws pertaining to the proposed work shall be complied with, whether specified or
noted, and that such work is authorized by the owner. Further, it is understood that I/we shall
submit prior to a Certificate of Occupancy or Certificate of Compliance being issued, as requested
by the Zoning Administrator or Director of Building and Codes, an As-Built Survey by a licensed
surveyor, drawn to scale, showing actual location of all new
construction. QUESTIONS? CALL 761-8256 OR EMAIL
codes@queensbury.net
I have read and agree to the above. VISIT OUR WEBSITE FOR MORE INFORMATION
� ``,, www.queensbumnet
Signed �CJIfr' e Dated: 7._//-C;6
irit Town of Queensbury • Community Development Office • 742 Bay Road, Queensbury, NY 12804
460
Queensbury Building & Code Enforcement - Residential Final Inspection
Office No. (518)761-8256Arrive: am/pm epart:2-�� am/p
Date Inspection request received: 0/11/4-‘07
Inspector's Initials: } _ :3 1.
NAME: DA✓l 11i( C `6 0'3/7/ PERMIT#: .1
: jor '•' WO
LOCATION: rv. jc - I? DATE: '.— 7
TYPE OF STRUCTURE: fejiddieh
Comments
Yes No N/A
Building Number/Address visible from road
Chimney Height/"B"Vent/Direct Vent Location
Fresh Air Intake
3 inch Plumbing Vent through roof minimum 6 inches
Roof Complete/Exterior Finish Complete
Platform at all exterior doors
Guards at stairs,decks,patios more than 30 inches above grade
Guard at stairwell at 34 inches or more
Guard at deck,porches 36 inches or more
Handrail Termination at Newell Post or Wall
1/7
Interior/Exterior Railings 34 inches to 38 inches /
Interior Handrails @ stairs 2 or more risers
Grade away from foundation 6 inches with 10 feet
6 inch clearance to sill plate
Gas Valve shut-off exposed/regulator 18 inches above grade
Interior privacy/trim/doors/main entrance 36 inches
Bathroom/Kitchen watertight
Safety glazing/Window in stairwells safety glazing
Interior Smoke Detectors:
Every level: Every Bedroom:
Outside every bedroom area:
Inter Connected: Battery backup:
Carbon Monoxide Detector
Attic access 30 inches x 22 inches x 30 inches(height)in accessible area
Crawl Spaces 18 inch x 24 inch access, 1 sq.ft.-150 sq.ft.vents
Bathroom Fans,if no window
Plumbing fixtures
Foundation insulation
Floor truss,draft stopping finished basement 1,000 sq.ft.
Emergency egress below grade
Gas Furnace shut-off within 30 feet or within line of site
Oil Furnace shut-off at entrance to furnace area
Furace/Hot Water Heater operating
Low water shut-off boiler
Relief Valve(s) installed/Heat Trap/Water Temp 110
Enclosed Stairs Sheetrock Underside minimum%x"Gypsum
Basement stairs closed rise>4 inches
Garage Floor Pitched
Garage fireproofing/'/<hour fire door/door closer
Duct work Sealed properly
Gas Logs in Sealed or Glass Enclosure
Final Electrical / I S
Final Survey Plot Plan
As Built Septic System/Sewer Dept. Inspection Sticker
Site Plan /Variance required
Flood Plain Certification,if required
Okay to issue C/C or C/0 [Temporary/Permanent]
L:\Building&Codes Forms\Building&Codes\Inspection Forms\Residential Final Inspection Form_revised_100405.doc
COMMONWEALTH ELECTRICAL INSPECTION SERVICE,INC.
MainW-cert.
Office 176 Doe Run Road-Manheim,PA 17545
MU ICRTIFICATE - ELECTRICAL APPROVAL
Permtt No..... . .......... N° 94868 Cut-in Card No.....................................
Owner.......................
............. ......................................................................................................................
Location..f...�:��.. / °. :!
.............................................................
�-fit .........
Installation Consisting of 4� p�-e"
...........................i....................../....... ...............................
............................................................................................I.......
......................................................................................................... ..................................................
..............
Installed By.....6.�f-2, 7 ........... �.....................Lic.No...................................................
The conditions following governed the issuance of this certificate,and any certificate previously issued is
cancelled:-
This certificate only covers the electrical equipment and installation conditions as of date. Upon the
introduction of additional equipment or alterations,application shall be promptly made for inspection.
Inspectors of this Company shall have the privilege of maki pections at any time, and if its
rules are violated,the Company shall have the right to rev e thi certi Cate.
Date..... ................ INSPECTOR.... .......
........................
Member N.F.P.A.,I.A.E.I.'
Framing / Firestopping Insp ction Report
Office No. (518) 761-8256 Date Inspection request received:
Queensbury Building&Code Enforcement Arrive: am/pm Depart:10_Warn/pm
742 Bay Road, Queensbury,NY 12804 Inspector's Initials:
),„
NAME: � � PERMIT#: �/ L „►/
LOCATION: /`2`) -fit`;%3' . . INSPECT ON: _ `. ! ' .-
TYPE OF STRUCTURE:
Y N N/A
Framing J COMMENTS
cess 22"x 30"minimum
Jack Studs/Headers
Bracing/Bridging
Joist hangers
Jack Posts/Main Beams
Exterior sheeting nailed properly
12"O.C.
Headroom 6 ft. 8 in.
Stairwells 36 in. or more
Headroom 6 ft. 8 in.
Notches/Holes/Bearing Walls
Metal Strapping for Notches Top Plate
1 '/2(w) 16 gauge(8) 16D nails each side
Draft stopping 1,000 sq. ft. floor trusses
Anchor Bolts 6 ft. or less on center
Ice and water shield 24 inches from wall
Fire separation 1, 2,3 hour
Fire wall 2, 3,4 hour
Firestopping
Penetration sealed
16 inch insulation in cavity min.
Garage Fire Separation
House side '/2 inch or 5/8 inch Type X
Garage side 5/8 inch Type X
Ceiling/wall
Windows Habitable Space/Bedrooms
24 in. (H)
20 in. (W)
5.7 sf above/below grade
5.0 sf grade
t.
4/12
'ITC
12
�12
ONT ELEVATION
SCALE: 1/411=1 '-011
MATCH CRICKET SHINGLES
TO EXISTING ROOF SHINGLES
METAL ROOF
SCREENED PANELS
GRADE
RIGHT SIDE ELEVATIC"N'
-SCALE- 114%I' -C411
SCOPE 01 JEC 7
ONVERT EXISTING EL"'-VATF-D
CK INTO SCREEN"D -+ .
MATCH CRICKET SHINGLES
TO EXISTING ROOF SHINGLES
METAL ROOF
— SCREENED PANELS
3
4'n.'uu_F Z.!" . ' .
TOWN OF QUEE:rjo sumy
BUILDING & Cn'°-,-' 'SEPT.
REVIEW B� _. t�i�-'�
DATE
TOWN OF QUEENSBURY BUILDING DEPARTMENT
Based on our limited examination,
compliance with our comments shall
not be construed as indicating the
plans and specifications are in full
compliance with the Building Coles of
New York Mate.
uE E
SEP 11 200.
LL RIGHTS REE ED. ALL WILLIAMS a WILLIAMS DESIGNVi
PLANS HAVE BEEN REGISTERED WITH THE UNITED STATES
COPYRIGHT OFFICE THIS DRAWING IS AN INSTRUMENT OF
7ERVICE AND MAY NOT BE ALTERED, REPRODUCED, COPIED,
OR USED FOR CONSTRUCTION WITHOUT THE WRITTEN
PERMISSION FROM WILLIAMS a WILLIAMS DESIGNERS.
INAUTHORIZED ALTERATIONS OR ADDITIONS TO THIS DRAW�t
IS A VIOLATION OF THE NEW YORK STATE EDUCATION LAW,
ARTICLE 145, SECTION 1209. DO NOT SCALE THESE
DRAWINGS. THEY MAY NOT BE TO EXACT SCALE. USE ONLY
THE DIMENSIONS SHOWN. OWNER AND CONTRACTOR SHALL
..-ONSULT ALL APPLICABLE BUILDING CODES TO ENSURE THAT
"CLANS AND DETAILS CONFORM TO ALL REQUIREMENTS. THEY
SHALL VERIFY ALL DIMENSIONS BEFORE PROCEEDING WITH
CONSTRUCTION AND SHALL NOTIFY WILLIAMS a WILLIAMS
DESIGNERS OF ANY DISCREPANCIES BEFORE WORK IS
"ERFORMED. WILLIAMS a WILLIAMS DESIGNERS SHALL NOT BE
RESPONSIBLE FOR FOR ANY ADDITIONAL COSTS OR
3TRUC-TURAL PROBLEMS RESULTING FROM FAILURE TO THESE
FLAN NO.
�Y
$qV
PAGE
� of 3
AWN BY:
KH
EYISIONS/DATE
of N&V y
tL E A ? CL
j LU
*LAJ
J#
75
2x10 CRICKET/OVERFRAMIN
ICE 4 WATER SHIELD TN
ENTIRE ROOF 4 ALL VALLEI
MATCH EXISTING= STOC
ABOVE SEAT CUT '
ALIGN FASCI,
EXISTING HOUSE WA
1 A -_L11
CONTINUOUS RIDGE VENT
2x12 RIDGE BOARD
2x12 RAFTERS im Iro" O.C.
2x6 COLLAR TIES tv Ilo" O.C.
5/8" O.S.B. ROOF SHEATHING
ICE BARRIER 24" INSIDE ALL EXTERIOR WALLS
METAL ROOF
METAL DRIP EDGE
T4G WOOD CEILING (SEE OWNER FOR DETAILS)
2x(o SUBFASCIA
1x3 TRIM
1x6 FASCIA
VENTED WOOD SOFFIT (MATCH EXISTING)
2-2x 10 HEADER
DOUG FIR 4x4 POST/SCREENED PANELS
MAHOGONY DECKING
2x10 FLOOR JOISTS
4-1 3/4"x9 1/4" L.V.L.
WRAPPED IN COPPER 4 CAULKED
CHANGE EXISTING 3-2x10 GIRDER
TO 4-1 3/4"x11 1/4" L.V.L. GIRDER
WRAPPED IN COPPER 4 CAULKED
EXISTING 8x8 POST
GRADE
SECTION A
SCALE: I/4"=I'-0"
CRICKIT NOT SHOWN
FOR CLARIT''
FIELD VERIFY" STOCK
ABOVE SEAT
CUT TO ALIGN NEW FASC
TO EXISTING FASCIA
14'-0"
2x12 OVERFRAMING
2x12 RIDGE BOARD
2x12 RAFTERS Ql6" O.G.
2x12 HIP RAFTER
BOG I ra - � N
SCOPE
CONVERT EX15TING ELEVATED
DECK INTO SCt7777-NED FORCH
EXISTING SGD
1
17
- , -,
FLAT CEILING
~ SLOPED_
CEILING
2-2x10 HEADER
\— EXISTING GUARD
00,
DOUG FIR 4x4 POST
WRAPPED WITH Ix CEDAI
i
i
i
I
3,-0
14'-0"
K
6GALE% I/4II_l'-0"
Oro
IJN 8Y:
KH
REVISIONS/DATE
ADDR
129 ASSE!'L
LAKE CiEOF-' GE
NE
�s
Y
COPYRIGHT @) 2006 BY WILLIAMS t WILLIAMS DESIGNER6
ALL RIGHTS RESERVED, ALL WILLIAMS !WILLIAMS DESIGNER
F A M I N G FLAN
r`
SEAL:
ROOF FLANS HAVE BEEN REGISTERED WITH THE UNITED STATES
,.
COPYRIGHT OFFICE, THIS DRAWING IS AN INSTRUMENT OF
(P
�_O11 SERVICE AND MAY NOT BE ALTERED, REPRODUCED, COPIEL-
//�� II ® OR USED FOR CONSTRUCTION WITHOUT THE WRITTEN
SCH1-. 1/411_)
u
(� NEIy Y
PERMISSION FROM WILLIAMS t WILLIAMS DESIGNERS.
OR ADDITIONS TO THIS DRAWING
Oo
uai
UNAUTHORIZED ALTERATIONS
y�t'4
IS A VIOLATION OF THE NEW YORK STATE EDUCATION LAW,
r
7,
ARTICLE 145, SECTION MOS. DO NOT SCALE THESE
4,
4
j.
THE DIMENSIONS SHOWN, OWNER AND CONTRACTOR SHALL
,NSULT ALL APPLICABLE BUILDING CODES TO ENSURE THA'
xs�
&
z
7 I}
u
r �
R
1
CONSTRUCTION AND SHALL NOTIFY WILLIAMS I WILLIAMS
JN
r
ul
N
a
RESPONSIF G' - -)DITIONAL COSTS OR
' -ROM FAILURE TO THESF
w
(�
(
1
W
yob
z
4
1
�s
Y
COPYRIGHT @) 2006 BY WILLIAMS t WILLIAMS DESIGNER6
ALL RIGHTS RESERVED, ALL WILLIAMS !WILLIAMS DESIGNER
F A M I N G FLAN
SEAL:
ROOF FLANS HAVE BEEN REGISTERED WITH THE UNITED STATES
COPYRIGHT OFFICE, THIS DRAWING IS AN INSTRUMENT OF
�_O11 SERVICE AND MAY NOT BE ALTERED, REPRODUCED, COPIEL-
//�� II ® OR USED FOR CONSTRUCTION WITHOUT THE WRITTEN
SCH1-. 1/411_)
(� NEIy Y
PERMISSION FROM WILLIAMS t WILLIAMS DESIGNERS.
OR ADDITIONS TO THIS DRAWING
QKEiTN
UNAUTHORIZED ALTERATIONS
y�t'4
IS A VIOLATION OF THE NEW YORK STATE EDUCATION LAW,
r
ARTICLE 145, SECTION MOS. DO NOT SCALE THESE
4,
DRAWINGS. THEY MAY NOT BE TO EXACT SCALE. USE ONLY
THE DIMENSIONS SHOWN, OWNER AND CONTRACTOR SHALL
,NSULT ALL APPLICABLE BUILDING CODES TO ENSURE THA'
f� ` 2
PLANS AND DETAILS CONFORM TO ALL REQUIREMENTS. THE'
4"'
r �
SHALL VERIFY ALL DIMENSIONS BEFORE PROCEEDING WITH
1
CONSTRUCTION AND SHALL NOTIFY WILLIAMS I WILLIAMS
JN
DESIGNERS OF ANY DISCREPANCIES BEFORE WORK IS
RFORMED. WILL -5 • WILLIAMS DESIGNERS SHALL NOT BE
a
RESPONSIF G' - -)DITIONAL COSTS OR
' -ROM FAILURE TO THESF
(
STRUCTURAL -
yob
COPYRIGHT ® 2006 BY WILLIAMS d WILLIAMS DESIGNERS, ALL RIGHTS RESERVED,
ALL WILLIAMS 4 WILLIAMS DESIGNERS' PLANS HAVE BEEN REGISTERED WITH THE
UNITED STATES COPYRIGHT OFFICE. THIS DRAWING 15 AN INSTRUMENT OF SERVICE
AND MAY NOT BE ALTERED, REPRODUCED, COPIED, OR USED FOR CONSTRUCTION
WITHOUT THE WRITTEN PERMISSION FROM WILLIAMS 4 WILLIAMS DESIGNERS, TO DO 50
IS A VIOLATION OF FEDERAL COPYRIGHT LAWS. UNAUTHORIZED ALTERATIONS OR
ADDITIONS TO THIS DRAWING IS A VIOLATION OF THE NEW YORK STATE EDUCATION LAW,
ARTICLE 145, SECTION 1209, THESE DRAWINGS ARE NOT TO BE USED BY ANY
PARTY OTHER THAN THE ORIGINAL CLIENT, EXCEPT BY WRITTEN AGREEMENT.
THESE NOTES ARE GENERAL IN NATURE AND ARE INTENDED TO STIPULATE MINIMUM
STANDARDS OF CONSTRUCTION, THE DRAWINGS SHALL GOVERN OVER THE NOTES IN
ALL MATTERS SPECIFICALLY INDICATED. THESE DRAWINGS ARE FOR A SINGLE
RESIDENSE,
THE DESIGNER SHALL NOT HAVE CONTROL OF NOR SHALL BE RESPONSIBLE FOR
CONSTRUCTION METHODS OR TECHNIQUES, OR PROCEDURES, OR FOR THE 5AFTY
PRECAUTIONS USED OR REQUIRED IN CONTRACTOR, SUBCONTRACTORS OR ANY
OTHER PERSONS PERFORMING ANY WORK OR FOR THEIR FAILURE TO CARRY OUT
THE WORK IN ACCORDANCE WITH THE CONSTRUCTION PLANS/DOCUMENTS,
IF THE CONTRACTOR DISCOVERS ANY DEFECTS IN THE CONSTRUCTION
PLANS/DOCUMENTS, HE SHALL PROVIDE WRITTEN NOTICE OF THAT DEFECT TO THE
DESIGNER 50 THAT THE DESIGNER MAY CORRECT SUCH DEFECT. IF THE
CONTRACTOR FAILS TO DO SO, HE SHALL BEAR ALL COSTS ASSOCIATED WITH
PROCEEDING CAUSED BY SUCH DEFECT. IF THE CONTRACTOR FINDS A DEFECT IN
CONSTRUCTION RESULTING FROM THE WORK OF THE DESIGNER, HE SHALL NOTIFY THE
DESIGNER IN WRITING, AND ALLOW THE DESIGNER TIME TO SUGGEST REPAIRS, IF THE
CONTRACTOR DOES NOT NOTIFY THE DESIGNER IN WRITING, OR ALLOW REASONABLE
TIME TO SUGGEST REPAIRS, OR DOES THE REPAIRS NOT IN CONFORMANCE WITH THE
DESIGNERS SUGGESTED METHODS, THEN THE CONTRACTOR SHALL BEAR ALL COSTS
A650GIATED WITH SUCH DEFECT,
THE CONTRACTOR IS RESPONSIBLE FOR SAFE CONDITIONS AT THE JOB SITE AND FOR
THE TEMPORARY SUPPORT OF THE STRUCTURE PRIOR TO COMPLETION OF THE
VERTICAL AND LATERAL LOADS SYSTEMS. ALL WORK SHALL BE DONE IN
COMPLIANCE WITH NEW YORK STATE CODES AND LOCAL CODES AND ORDINANCES,
VERIFY ALL DIMENSIONS PRIOR TO ERECTION.
FOR ADDITIONS AND/OR RENOVATIONS THE BUILDER AND/OR GENERAL
CONTRACTOR SHALL FIELD VERIFY ALL PREEXISTING 5TRUCTUAL CONDITIONS i
DEMIN51ONS PRIOR TO ORDERING MATERIAL 4 BEGINNING CONSTRUCTION,
FOUNDATIONS
I- FOOTINGS SHALL BEAR ON FIRM, UNDISTURBED SOIL A MINIMUM OF 48" BELOW
GRADE. ASSUMED 501L BEARING LOAD 15 2000 PSF, (GROUP 1 501LS -GW,
GP, 51.11, SP, GM, SM)
2- MAXIMUM EXCAVATION SLOPE BELOW FOOTINGS TO BE I VERTICAL TO 2
HORIZONTAL,
3- BACKFILLING OF FOUNDATION WALLS SHALL NOT BE FOR 28 DAYS, OR
BEFORE FLOOR SYSTEM 15 IN PLACE AND WALL STABILIZED,
4- MAXIMUM UNBALANCED BACKFILL HEIGHT- 1',
CONCRETE
I- CONCRETE STRENGTH TO BE AS FOLLOWS:
GARAGE 5LAB5 AND PORCHES, STEPS, AND WALKS: 3500 PSI
VERTICAL CONCRETE EXPOSED TO WEATHER: 3000 P5F
PROVIDE AIR ENTRAINMENT OF 5-1% OF VOLUME.
SLUMP TO BE NO MORE THAN 4" NOR LESS THAN 7
CONCRETE REINFORCING STEEL
I- REBAR SHALL CONFORM TO A,S,T.M. GRADE 40. WELDED WIRE FABRIC MESH
SHALL CONFORM TO A,S.T.M, 4185. I
2- %!2" DIAMETER x 10" ANCHOR BOLTS o 4' O,G.
3- 05 BAR VERTICALLY O 4' O,G. TO WITHIN 6" OF TOP OF WALL
CONCRETE FOUNDATION WALL
I- DAMPPROOFING: ASPHALT/TAR TYPE COATING
WATERPROOFING: RUBBER/ICE AND WATER SHIELD TYPE
PERIMETER DRAINS
1- 4" DIAMETER PERFORATED PIPE WITH FILTER FABRIC TO DAYLIGHT, DRYWELL,
SEWER OR SUMP PUMP AS SOIL CONDITIONS AND SITE DICTATE,
EXTERIOR GRADE
I- GRADE SHALL DROP 6" IN FIRST 10' RUN FROM ALL SIDES OF HOUSE
WOOD/FRAMING
LUMBER GRADES IS AS FOLLOWS:
I- PERLINS, BEAMS, AND STRINGERS ......... 02 SPF OR BETTER
2- JOISTS AND RAFTERS. 02 SPF OR BETTER
3- STUDS ........................................................ #2 SPF OR BETTER
4- BLOCKING AND BRIDGING ......................"2 SPF OR BETTER
5- PLATES, SILLS CONTACTING CONCRETE,.,,., PRESSURE TREATED SPF
OR BETTER
6- POSTS AND BEAMS,... ........."2 SPF OR BETTER
1- 2x6 T4G DECKING.....................................DECKING GRADE
8- ALL JOISTS FRAMING INTO THE SIDE OF A SUPPORTING MEMBER (NOT
BEARING ON) SHALL BE SUPPORTED BY SIMPSON U TYPE HANGERS OR
EQUAL, ANCHOR EACH RAFTER AND/OR BOTTOM CHORD OF TRU55 TO TOP
PLATES AT OUTSIDE WALLS WITH 51MP50N HI OR H2.5 TIES.
9- ALL BOLTHEADS BEARING ON WOOD, TO BE PROVIDED WITH STANDARD CUT
WASHERS.
10- HEADERS AT EXTERIOR DOORS AND WINDOWS TO BE 2-2XIO UNLESS
OTHERWISE NOTED.
11- ALL INTERIOR WALLS TO BE 2x4 w 16" O.C. UNLESS OTHERWISE NOTED.
12- PROVIDE SOLID BLOCKING OR STUDDING BELOW ALL BEAMS, POST LOADS
IN WOOD STRUCTURE TO FOUNDATION OR DESIGNED BEARING POINT,
13- HOLD ALL FRAMING MEMBERS 6" CLEAR OF EITHER SIDE OF WASTE DRAINS
AT TUB, SHOWER, AND TOILET,
14- DOUBLE JOISTS OR SOLID BLOCKING UNDER ALL PARALLEL WALLS AND
BATHTUBS,
BLOCKING: 16" O,C. ON BEARING WALL
32" O.G. ON NON-BEARING WALLS
15- NOTCHING REQUIREMENTS FOR EXTERIOR AND LOAD BEARING WALLS:
A- NOTCHES IN SOLID LUMBER SHALL NOT EXCEED i/6 OF THE
DEPTH OF THE MEMBER, SHALL NOT BE LONGER THAN 1/3 OF THE
DEPTH OF THE MEMBER AND SHALL NOT BE LOCATED IN THE
MIDDLE 1/3 OF THE SPAN,
B- NOTCHES AT THE END OF THE MEMBER SHALL NOT EXCEED 1/4 THE
DEPTH OF THE MEMBER.
C- THE DIAMETER OF THE HOLES BORED OR CUT INTO MEMBER SHALL
NOT EXCEED 1/3 THE DEPTH OF THE MEMBER.
D- HOLES SHALL NOT BE CLOSER THAN 2" TO THE TOP OR BOTTOM OF
THE MEMBER OR TO ANY OTHER HOLE LOCATED IN THE MEMBER.
E- WHERE THE MEMBER 15 AL50 NOTCHED, THE HOLE SHALL NOT BE
CLOSER THAN 2" TO THE NOTCH.
16- DOUBLE JACKS STUDS AT EACH 51DE OF OPENING GRE ATER THAN
11- PROVIDE SOLID BLOCKING/BRIDGING OR CROSS BRA(;ING BETWEEN JOISTS
AT ALL JOIST MIDSPANS.
IS- ALL CANTILEVERS TO BE A 3:1 RATIO. 3x SUPPORTED, Ix UNSUPPORTED
FLOOR, ROOF, WALL SHEATHING
I- FLOOR- -4" TtG O.B.B. (ORIENTED STRAND BOARD)
2- ROOF- %S" O.S.B. (ORIENTED STRAND BOARD)
3- WALL- 1/16° 0.5.B. (ORIENTED STRAND BOARD)
INSULATION (UNLESS OTHERWISE NOTED)
1- CEILING WITH ATTIC SPACE ......................... 12" THICK R38 KRAFT FACED
2- SLOPED CEILING WITHOUT ATTIC SPACE .... 84" THICK R30C KRAFT FACED
3- EXTERIOR WALLS.........................................6" THICK R19 KRAFT FACED/POLY
4- FLOOR ........................................ -6" THICK R19 KRAFT FACED
5- BASEMENT WALLS........................................3 'h" THICK RIi POLY
NOTE: ALL VAPOR BARRIERS (KRAFT OR POLY) TO BE INSTALLED ON THE
WINTER WARM SIDE.
MISCELLANEOUS
I- EXHAUST ALL FANS VENTS DIRECTLY TO OUTSIDE. PROVIDE 5 AIR
EXCHANGES PER HOUR. MINIMUM CAPACITY 18 90 CFM.
2- I.C. LABELED RECESSED LIGHTS REQUIRED IN INSULATED CEILINGS.
3- SMOKE DETECTORS TO BE WIRED DIRECTLY" TO HOUSE 120 VOLT SYSTEM.
INTERCONNECTED FOR SIMULTANTEOUS OPERATION AND HAVE BATTERY
BACKUP. MINIMUM LOCATIONS
A- ONE ON EVERT LEVEL
B- ONE IN EVERY BEDROOM
C- ONE WITHIN EVERY 10' OF A BEDROOM DOOR IN HALLWAY
4- PROVIDE CARBON MONOXIDE DETECTOR ON LOWEST SLEEPING LEVEL
5- CONTRACTOR IS RESPONSIBLE FOR DESIGN AND PROPER FUNTION OF HVAC
AND ELECTICAL SYSTEMS.
6- ALL WINDOWS TO CONFORM TO AAMA/NWWDA 101/I,6.2
1- ALL EMERGENCY EGRESS WINDOWS AND BEDROOM WINDOWS MUST MEET THE
FOLLOWING GUIDE LINES:
A- CLEAR OPENING OF 5.1 SQUARE FEET ABOVE OR BELOW GRADE
B- CLEAR OPENING OF 5.0 SQUARE FEET AT GRADE
C- MINIMUM HEIGHT OF 24"
D- MINIMUM WIDTH OF 20"
8- 5AFTY GLAZING OR TEMPERED GLASS TO BE PROVIDED AT:
A- EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEE
B- BOTTOM EDGE LESS THAN 18" ABOVE FLOOR
C- ONE OR MORE WALKING SURFACES IS WITHIN 36" HORIZONTALLY OF
THE GLAZING
D- TOP EDGE GREATER THAN 36" ABOVE FLOOR
E- GLAZING ADJOINING STAIRS WITHIN 60" OF BOTTOM TREAD
9- PROVIDE A 30"x22" ATTIC ACCESS IN A HALLWAY OR A READILY ACCESSIBLE
AREA, NOT IN A STANDARD CLOSET,
10- PROVIDE AN 18"x24" CRAWL SPACE ACCESS,
11- PROVIDE 5/8" TYPE X FIRE CODE GYPSUM BOARD ON GARAGE CEi�IN�s,
BEAM, AND GARAGE SIDE OF WALL COMMON TO HOUSE AND GARAGE.
PROVIDE %2" TYPE X FIRE RATED GYPSUM BDARD ON HOUSE SIDE OF WALL
COMMON TO HOUSE AND GARAGE.
12- PROVIDE % HOUR FIRE RATED DOOR AND JAMBS WITH AUTOMATIC CLOSER
BETWEEN HOUSE AND GARAGE.
13- INSTALL ZERO CLEARANCE FIREPLACES AND TERMIN,aTION POINT FOR
FLUE/CHIMNEY ACCORDING TO MANUFACTURERS 5PECIFCATIONS,
14- MAINTAIN A MINIMUM OF 8" DISTANGE BETWEEN SIDIN4 AND FINISHED GRADE,
15- ALL DRAINS, VENTS, AND SUPPLY PIPING MUST BE TASTED TO THE FOLLOWING
CRITERIA:
A- WATER HEAD TEST 10' ABOVE HIGHEST CONNECTION
B- 5 PSI FOR 15 MINUTES
16- HEATING DUGT5 SHALL BE SECURED AND SEALED IN ACCORDANCE lv'TH THE
NEW YORK STATE ENERGY CODE,
I1- COMBUSTION AIR REQUIREMENTS: IF THERE IS NO COMBUSTION AIR SUPPLIED
TO GAS APPLIANCES, INSTALLER MUST CERTIFY BASEMENT OR ROOM NAS
PROPER AMOUNT OF COMBUSTION AIR PER CODE AT FINAL INSPECTION.
18- GARAGE CONCRETE SLAB MUST BE SLOPED TOWARDS OVERHEAD DOOR OR
A GARAGE DRAIN MUST BE PROVIDED AND DRAIN TO DAYLIGHT/DRYWELL.
19- ICE d WATER SHIELD UNDERLAYMENT REQUIRED FROM ROOF'S EDGE A MINIMu 1
OF 24" INSIDE THE EXTERIOR WALL LINE OF THE BUILDING, MEASURED
HORIZONTALLY.
20- FIREBLOCKING SHALL BE PROVIDED TO CUT OFF ALL CONCEALED DRAF`
OPENINGS (VERTICAL AND HORIZONTAL) AND TO FORM AN EFFECTIVE FIRE
BARRIER BETWEEN STORIES, AND BETWEEN A TOP STORY AND THE ROOF
SPACE. FIREBLOCKING SHALL BE PROVIDED IN WOOD -FRAME CONSTRUCTION
IN THE FOLLOWING LOCATIONS,
A- IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS, INCLUDING
FURRED SPACES, AT THE CEILING AND FLOOR SPACES. GONCEAI I
HORIZONTAL FURRED SPACES SHALL ALSO Bit FIREBLOCKED AT
INTERVALS NOT EXCEEDING 10'. BATTS OR BLANKETS OF MINERAL OF
GLA55 FIBER SHALL BE ALLOWED AS FIREBLOCKING IN WALLS
CONSTRUCTED USING PARALLEL ROWS OF STUDS OR STAGGERED
B- AT ALL INTERCONNECTIONS BETWEEN CONCEALED VERTICAL AND
HORIZONTAL SPACES SUCH AS OCCUR AT SOFFITS, DROP CEILINGS
AND COVE CEILINGS,
C- IN CONCEALLED SPACES BETWEEN STAIR STRINGERS AT THE TOP AND
BOTTOM OF THE RUN. ENCLOSED SPACES UNDER STAIRS SHALL
COMPLY WITH SECTION R314.8.
D- AT OPENING AROUND VENTS, PIPES AND DUCTS AT CEILING AND
FLOOR LEVEL, TO RESIST THE FREE PASSAGE OF FLAME AND
PRODUCTS OF COMBUSTION.
E- FOR THE FIREBLOCKING OF CHIMNEYS AND FIREPLACES. SEE SECT
R1001.1(0.
F- FIREBLOCKING OF CORNICES OF A TWO-FAMILY DWELLING 15 REQUIRE'
AT THE LINE OF DWELLING UNIT SEPARATION.
ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS
STRUCTURAL MEMBER
ALLOWABLE DEFLECTION
RAFTERS HAVING SLOPES GREATER THAN 3:12 WITH NO
FINISHED CEILING ATTACHED TO RAFTERS
L/180
INTERIOR WALLS AND PARTITIONS
1-1/180
FLOORS AND PLASTERED CEILINGS
1_/360
ALL OTHER STRUCTURAL MEMBERS
L/240
EXTERIOR WALLS WITH PLASTER OR STUCCO FINISH
H/360
EXTERIOR WALLS -WIND LOADS WITH BRITTLE FINISHES
L/240
EXTERIOR WALLS -WIND LOADS WITH FLEXIBLE FINISHES
L/120
OVERFRAMING (PIGGY BACK) SPAN TABLES
HORIZONTAL SPAN
SIZE/SPACING
UP TO 9'-O"
2x6 e 16" O.C,
9'-I" - 11'-5"
2x8 Q Iro" O.C,
- 13'-I1"
2x10 6 16" O.C.
14'-0" - 16'-O"
2x12 * 16" O.C,
MINIMUM UNIFORMLY DISTYRIBUTED LIVE LOAD (PSF)
USE
LIVE LOAD
EXTERIOR BALCONIES
60
DECKS
40
PASSENGER VEHICLE GARAGES
50
ATTICS WITHOUT STORAGE
10
ATTICS WITH STORAGE
20
ROOMS OTHER THAN SLEEPING
SLEEPING ROOMS
40
30
STAIRS
40
GUARDRAILS AND HANDRAILS
---
NAILING SCHEDULE
DE5CIRPTION OF BUILDING ELEMENTS
OF FASTENER a,c,d
SPACING OF
FASTENERS
JOIST TO SILL OR GIRDER, TOE NAIL
-
---
ix6 SUBFLOOR OR LESS TO EACH JOIST, FACE NAIL
-
---
2 SUBFLOOR TO JOIST OR GIRDER, BLIND AND FACE NAIL
- 6
---
SOLE PLATE TO JOIST OR BLOCKING, FACE NAIL
16D
16 O.C.
TOP OR SOLE PLATE TO STUD, END NAIL
2-16D
---
STUD TO SOLE PLATE, TOE NAIL
3-8D, 2-16D
---
DOUBLE STUDS, FACE NAIL
IOD
24 O,C,
DOUBLE TOP PLATES, FACE NAIL
IOD
2411 O,G,
SOLE PLATE TO JOIST OR BLOCKING AT BRACED WALL PANELS
3-16D
16' O.C.
DOUBLE TOP PLATES, MINIMUM 48 OFFSET OF END JOINTS,
FACE NAIL IN LAPPED AREA
8-16D
---
_
BLOCKING BETWEEN JOISTS OR RAFTERS TO TOP PLATE, TOE
NAIL
3-81)
---
RIM J015- TO TOP PLATE, TOE NAIL
8D
6° O.G.
TOP PLATEM, LAPS AT CORNERS AND INTERSECTIONS, FACE
NAIL
2 -IOD
---
BUILT-UP HEADER TWO PIECES WITH Ih" SPACER
16D
16" ALONG
EACH EDGE
_
CONTINUED HEADER, TWO PIECES
16D
16"ALONG
EACH EDGE
CEILING JOISTS TO PLATE, TOE NAIL
3_8D
---
CONTINUOUS HEADER TO STUD, TOE NAIL
4-8D
---
CEILING JOIST LAPS OVER PARTITIONS FACE NAIL
3 -IOD
---
CEILING_015T TO PARALLEL RAFTERS FACE NAIL
3-I01)
---
RAFTER '"O PLATE TOE NAIL
2-16D
---
I" BRACE TO EACH STUD AND PLATE FACE NAIL
2-8D
---
1°x6" SHEATHING TO EACH BEARING FACE NAIL
2-8D
—_
1"x811 SHEATHING TO EACH BEARING FACE NAIL
2-8D
---
WIDER THAN I"x8" SHEATHING TO EACH BEARING FACE NAIL
3-8D
---
BUILT-UP CORNER STUDS
!OD
24" O.G.
BUILT-UP 'BIRDERS AND BEAMS, 2" LUMBER LAYERS
101)
NAIL EACH LAYER
AS FLLOWS: 32"
O.G. AT TOP AND
BOTTOM
STAGGERED. TWO
NAILS AT ENDS
AND AT EACH
SPLir_E.
2" PLANKS
2-16D
AT EACH
BEARING
ROOF RAFTERS TO RIDGE, VALLEY OR HIP RAFTERS:
TOE NAIL
FAQ AIL
4-16D
3-16D
---
---
RAFTF'R TIES TO RAFTFRS FACE NAIL
3-8D
11100D STRUCTURAL STRUCTURAL PANAL5, SUBFLOOR, FOOR AND WALL SHEATHING TO FRAMING,
AND PARTICLEBOARD WALL SHEATHING
6D-SUBLOOR, WALL 6
8D -ROOF
10D
12F
6 I 12F
6 12
DESCRIPTI N OF BUILDING
DESCRIPTION OF
SPACING OF FASTENERS
EDGES(INCHES)h
INTERMEDIATE SUPPORTS
M41FRIAL5
FASTENER b,C,d
I
DESIGN
UNDERLAYMENT
HAZARD
'h GYF51lM BOARD, g
1 Ih GALVANIZED
�
8
ROOFING NAIL 6D
.JEAT1Ef¢'.G
TERMITE
DECAL
COMMON NAIL: 11/4
SCREWS, TYPE W OR S
INSIDE ALL
5/8 GYF''7UM BOARD,
GALVANIZED
4
8
1:
ROOFIG NAIL: 81)
NONE24
-r✓"
t
COMMON NAIL:1 5/8
To
SCREWS, TYPE W OR S
WOGP STRUCTURAL PANELS, COMBINATION SUBFLOOR UNDERLAYMENT TO FRAMING
n
iij
o- ALL NAILS ARE SMOOTH -COM -ON, BOX EXCEPT WHERE OTHERWISE STATED.
NAILS USED FOR FRAMING AND SHEATHING CONNECTIONS SHALL NAVE A
MINIMUM AvERAGE BENDING YIELD STRENGTHS AS FOLLOWS: 80 K51 FOR
SHANK DIAMETER OF 0.1S2" (20D COMMON NAIL), SOK51 FOR SHANK DIAMETERS
LARGER THAN 0.142" BUT NOT LARGER THAN 0.111", AND 100 KSI FOR SHANK
DIAMETERS OF 0.142" OR LESS.
b- NAILS SHALL NOT BE PLACED MORE THAN 6" O.G. AT ALL SUPPORTS WHERE
SPANS ARE 4i" OR GREATER.
C- 4'x8' OR 4'x9' SHALL BE APPLIED VERTICALY.
d- SPACING OF FASTENERS NOT INCLUDED IN THIS TABLE SHALL BE BASED CN
TABLE R&O2.3 (1).
s- FOR REGION5 HAVING BASIC WIND SPEED OF 110 MPH OR GREATER. SD
DEFORMED NAILS SHALL BE USED TO ATTACHING PLYWOOD STRUCTURAL PANEL
ROOF SHEATHING TO FRAMING WITHIN MINIMUM 48" DISTANCE FROM GABLE END
WAi i . IF MEAN ROOF HEIGHT IS MORE THAN 25', UP TO 35 MAXIMUM.
�- FOR REGIONS HAVING A BASIC WIND SPEED OF 100 MPH OR LESS, NAILS FOR
ATTACHING WOOD STRUCTURAL PANEL ROOF SHEATHING TO GABLE END WALL
FRAMING SHALL BE SPACED b" ON CENTER. JJHEN BASIC WIND SPEED 15
GREATER THAN 100 MPH, NAILS FOR ATTACHING PANEL ROOF SHEATHING TO
INTERMEDIATE SUPPORTS SHALL BE SPACED 6" O.G. FOR MINIMUM 48"
DISTANCE FROM RIDIvE5, EAVES, AND GABLEEND WALLS: ANS 4" ON CENTER TO
GABLE END WALE FRAMING
9 GYPSUM SHEATHING SHALL CONFORM TO A5TM C 19 AND SHALL BE INSTALLED
IN ACCORDANCE VTH GA 253. FIBERBOARD SHEATHING SHALL CONFORM TO
ASTM C 208
h- SPACING ON FLOOR SHEATHING PANEL EDGES APPLIES TO PANEL EDGES
5UPI'ORTED BY FRAMING MEMBERSAND AT ALL FLOOR PERIMETERS ONLY.
SPAG".NG OF FASTENERS ON ROOF SHEATHING PANEL EDGE5 APPLIES TO
PANEL EDGES SUPPORTED BY FRAMING MEMBERS AND AT ALL ROOF PLANE
PERIMETERS. BLOCKING OF ROOF OR FLOOR SHEATHING PANEL EDGES
PERPENDICULAR TO THE FRAMING MEMBERS SHALL NOT BE REQUIRED EXCEPT
AT INTERSECTION OF ADJACENT ROOF PLANES. FLOOR AND ROOF PERIMETER
&-AL BE SUPPORTED BY FRAMING MEMBERS OR SOLID BLOCKING.
CLIMATIC AND GEOGRAPHICAL DESIGN CRITERIA
SEISMIC
WINTER
ICE SHIELD
FLOOD
DESIGN
SUBJECT TO DAMAGE FROM:
DESIGN
UNDERLAYMENT
HAZARD
CATEGORY
TEMP,
REQUIRED
.JEAT1Ef¢'.G
TERMITE
DECAL
INSIDE ALL
G
II
SEVERE 4$
SLIGHT
NONE24
-r✓"
EXTERIOR
NO
To
TO
TO
MOD
WALLS
:E WITH THE RESIDENTIAL CODE OF THE STATE OF NEW YORK R301,2,3, BUILDING
-I GROUND SNOW LOADS GREATER THAN 10 PSF SHALL BE DESIGNED IN
1111TH ACCEPTED ENGINNEERING PRACTICE AND ACSE 1-02 (AMERICAN SOCIETY
=ER5 1-02),
TRUSS 4 BRACING DETAIL
I- PROVIDE WEB BRACING AS PER MANUFACTURER'S ARCHITECTURAL TRUSS
SHEETS
2- 2" NOMINAL LUMBER
3- BOTTOM CHORD TO HAVE CONTINUOS LATERAL BRACING AT A MAXIMUM
INTERVAL OF 10', BRACES TO BE SECURELY ANCHORED INTO SOLID END
WALL,
4- TCP CHORD TO HAVE DIAGONAL BRACING (AT 45 DEGREES) ON BOTH SIDES
OF RIDGE LINE NAILED TO UNDERSIDE OF TOP CHORD. REPEAT AT BOTH
ENDS,
5- ROOF SHEATHING TO HAVE STAGGERED JOISTS AND FASTEN PER NAILING
SCHEDULE.
6- SHEATHING BUNDLES SHALL NOT BE PLACED ON ROOF. A MAXIMUM OF 8
SHEETS PER 2 TRUSSES DURING CONSTRUCTION.
1- LAP ALL LATERAL BRACES MINIMUM 2',
A NDR A, L/GUARDR A IL
!- PROVIDE A 3'x3' MINIMUM LANDING EACH SIDE OF AN EXTERIOR DOOR.
EXCEPTION: WHERE A STAIRWAY OF TWO OR FEWER RISERS IS LOCATED ON
THE EXTERIOR SIDE OF A DOOR, OTHER THAN THE REQUIRED EXIT DOOR, A
:, 4NDING 15 NOT REQUIRED FOR THE EXTERIOR SIDE OF THE DOOR.
2- STAIR REQUIREMENTS:
a. OPEN RISERS NOT ALLOWED FOR STAIRS OVER 30" IN HEIGHT,
b. ALL STAIRWAYS MINIMUM 36" IN WIDTH.
c. WINDERS MINIMUM DEPTH OF 6" ON THE CONVERGING SIDE.
d. MINIMUM HEADROOM CLEARANCE OF 6'-8" FOR ALL STAIRWAYS.
3- 44NDRAIL REQUIREMENTS: MUST CONFORM TO R315,2.
a. .!RED ON ALL ST,.\IRS OF 2 OR MORE RISERS.
b. I<.: : JRED ON BOTH ?IDES IF OPEN RISER,
c. Muz_-' BE BETWEEN 34" AND 38" IN HEIGHT.
d. MUST TERMINATE AT MALLS OR NEWEL POST,
a. MUST BE CONTINUOUS FROM BOTTOM RISER TO TOP RISER,
F. HANDRAIL TO HAVE CIRCULAR CROSS SECTION WITH GRIP SIZE 11/4"-2
4- 'UARDRAIL REQUIREMENTS.
a. REQUIRED ON STAIRS LANDINGS, PORCHES, DECKS, OR RAISED FLOOR
SURFACES MCPE T",LN 30" ABOVE OR BELOW GRADE.
b. MINIMUM ,":AT STAIRS 34",
C. LESS TH.. - ' N BALUSTERS OR HORIZONTAL RAILS,
d. LE55 THAN 6" C' +G ON STAIRS WHERE RISER, TREAD, AND
BOTTOM RAIL M:-.7*.
e. GUARDS CAN NOT CONSIST OF HORIZONTAL RAILS OR ANY
DECORATIVE/ORNAMENTAL PATTERN THAT CREATES A LADDER
r-- BALL BE A MAXIMUM 8 1/4"
MI�i MUM TREAD DEPTH SHALL BE 9"
WITH MINIMUM NOSING OF 3/4"
WOOD STOOD' DETAIL
MINIMUM BATT -ROOM FIXTURE CLEARANCES
51411x6" DECKING
2x6 JOISTS 6 16" D,C.
4x4 POST
GRADE
2x6 NAILER LAGGED TO HOUSE
RIM JOIST 4 HANGERS 6 16" O.C.
8" DIA. CONCRETE FILLED
CONSTRUCTION TUBE
1'-3t1� 411 4 1 2
11 411
I
c
"INIMUM CLEARANCE V" - -- 'I" MINIMUM CLEARANCE
® WATER CLOSET 4%,S s LAvATORIES
MINIMUM 30" x 3C"
/ � I' sHouJER
PLAN NO.
Oro
ACBE
»trio-
DRA.UN BY:
M
'=VISIONS/DATE
x+
tir_Llr i ORK
' co (P
cv �
W �.
Z ••
`n ZX
Ul
LL
:n.. ■h
, Y
1 u
i� ff
W
X
cA V (U aS
k
8.6 2006
a