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2014-454 rieS4111154
TOWN OF QUEENSBURY
742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201
S
Community Development - Building & Codes (518) 761-8256
•
CERTIFICATE OF OCCUPANCY
Permit Number: P20140454 Date Issued: Friday, February 13, 2015
This is to certify that work requested to be done as shown by Permit Number P20140454
has been completed.
Location: 395 RIDGE Rd
Tax Map Number: 523400-297-017-0001-053-000-0000
Owner: JAMES & BONNIE GLENDENING
Applicant: JAMES & BONNIE GLENDENING
This structure may be occupied as a:
Garage Detached By Order of Town Board
TOWN OF QUEENSBURY
Issuance of this Certificate of Occupancy DOES NOT relieve the property41,e-
owner of the responsibility for compliance with Site Plan, Variance, or
other issues and conditions as a result of approvals by the Planning Board Director of Building&Code Enforcement
or Zoning Board of Appeals.
` yam` TOWN OF QUEENSBURY
742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201
Community Development-Building& Codes (518) 761-8256
BUILDING PERMIT
Permit Number: P20140454 Application Number. A20140454
Tax Map No: 523400-297-017-0001-053-000-0000
Permission is hereby granted to: JAMES & BONNIE GLENDENING
For property located at: 395 RIDGE 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: JAMES & BONNIE GLENDENING Garage Detached $30,000.00
395 RIDGE Rd Total Value $30,000.00
QUEENSBURY,NY 12804
Contractor or Builder's Name /Address Electrical Inspection Agency
Plans&Specifications
2014-454
Garage detached 864 sq.ft.
$129.60 PERMIT FEE PMD-THIS PERMIT EXPIRES: Friday, October 02,2015
(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 To ueensb ; ay, October 02,2014
`
SIGNED BY C„.19/4 4 for the Town of Queensbury.
Director of Building&Code forcement
nnn ((a Office Use-Only
ACCESSORY STRUCTURE APPLICATIONi ir)l
11 1111 -Receiv II
IIit
DATE o . �' 'S3N SEP 22 LO� xMa! p�D 141- 1(1
TAX MAP ID " Permit No.
TOWN pF' c i Perrn Fee _ (p
ZONING QUEM.S[iUKY
BUILDING & C )[Rec Fee
HISTORIC SITE _Yes X No
Approvals
SUBDiviS/ON NAME Lot#
•
APPLICANT {//MILS / lL1NPG IyAG OWNER4AA4LS 47b4VDLV/N1.2
ADDRESS 45A„ ADDRESS 3 ?3' /robe.. eowo
i fit.
PHONE d R PHONE .S /S f 9,3" V 99-
CONTRACTOR elm A 9/A. 1i71'ICOST OF CONSTRUCTION(ESTIMATED): $ se QOQ
ADDRESS: / 5D
/ N/t /4q5 ti BUILDING ADDRESS: S/9M tL
33�
PHONE S//rJc 4 •.066
CONTACT PERSON FOR BUILDING&CODES COMPLIANCE �/I//��/�O,AO/,f nne2 PHONE 3714ij
TYPE OF CONSTRUCTION
Check all that apply Please indicate measurements as required below
Boathouse 1 floor sq.ft 2n'floor sq.ft Total sq.ft. Height
Boathouse with Sundeck
Deck
V( Detached Garage(#of cars-3 ) 8611 361/
�3 ,
Dock
Pole Barn
Porch-open
"Porch-3 season, Covered, Enclosed
Shed
Other Accessory Structure(s)
**Considered floor area&must comply with FAR(floor area ratio)requirements if located in the WR zone
DECLARATION: I acknowledge no construction activities shall be commenced prior to issuance of a valid permit I certify that the
application, plans and supporting materials are a true &complete statement description of the work proposed, that all work will
be performed in accordance with the NY State Building Codes, local building laws and ordinances; and in conformance with
local zoning regulations. I acknowledge that prior to occupying the facilities proposed, I or my agents will obtain a certificate of
occupancy. I also understand that I/we are required to provide an as-built survey by a licensed land surveyor of all newly
constructed facilities prior to issuance of a certificate of occupancy.
✓I have read and agree to the above: Print Name: ,` Li •-•.; Date:
Signature: /ear_ = Date: , .2,7/
1
Town of Queensbury Building&Codes Accessory Structure Application July 2014
zy
�'• Queensbury Building & Code Enforcement - Residential Final Inspectiont
Office No. (518) 761-8256 �7// Arrive: am/pm Depari 5 ) am/pm
Date Inspection request received: v/«// Inspector's Initials:
NAME: end !lin PERMIT#: L t1S
LOCATION: �i ,� /Z i /1c-5e Acsot. DATE
TYPE OF STRUCTURE:
Comments:
Yes No_ N/A
4" Building Number Address visible from road
Chimney Height/"B'Vent/Direct Vent Location
Fresh Air Intake
3 inch Plumbing Vent through roof minimum 18 inches
Roof Complete/Exterior Finish Complete •�!/
Platform at all exterior doors
Handrail 4 or more risers
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 ,1
Handrail Termination at Newell Post or Wall
Interior/Exterior Railings 34 inches to 38 inches
Deck Bracing/Handicapped Ramp Compliant
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 I trim/doors/main entrance 36 inches
Bathroom/Kitchen watertight
Safety glazing/Window in stairwells safety glazing
Interior Smoke Detectors!Carbon Monoxide Detectors -
Every level: Every Bedroom:
Outside every bedroom area: _
Inter Connected: Battery backup:
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 to floor/Sticker on Panel /
Duct work sealed properly/Blower Door Test Certification
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
Fumace/Hot Water Heater operating
Low water shut-off boiler
Relief Valve(s)installed/Heat Trap/Water Temp 110
Enclosed Stairs Sheetrock Underside minimum''14"Gypsum
Basement stairs closed rise>4 inches ,
Garage Floor Pitched /
Garage fireproofing/%hour fire door/door closer 0
Gas Logs in Sealed or Glass Enclosure V//
Final Electrical;Energy Saving Light Bulbs 50%
Final Survey Plot Plan
Arc Fault Breaker Habitable Spaces/Tamper Proof Receptacles
Flex Gas Pipe Bonding
As Built Septic System/Sewer Dept. Inspection Sticker
Site Plan /Variance required /
Flood Plain Certification, if required
Okay to issue C I C or C/O[Temporary/Permanent) !/
r"uss 1b s l i1/43G az) 5 or naWa, r
L:1Building&Codes Forms\Building&Codesllnspection FormgResidential Final Inspection Form_revised_100405.doc;Revised
January 7,2008; Revised 6/26/08;Revised 12/22/10,Revised 04/13/11
Town of Queensbury Building & Code Enforcement Z "
Office No. (518) 761-8256
Framing / Firestopping Inspection Report
Inspection request received: ^ ` ` 1
Name: C/ Inspected on: 121� \"T
Location: ' ' Q 1� Arrive: �,/ a.m./p.m.
Permit No.: f�— 'y b� Inspector's Initials: C ' ) 'C 1)
TYPE OF STRUCTURE:
I N/' COMMENTS:
Attic Access 22"x 30"minimum
Jack Studs/Headers
.--\/;;;" 1t
Truss Specification Provided � �� � t v rs5
Bracing I Bridging
Joist hangers - -•r
Jack Posts/Main Beams
Exterior sheeting nailed properly
12"0.C.
Headroom 6 ft.8 in. > t- --" l -----
Stairwells 36 in.or more
Exterior Deck Bracing
Headroom 6 ft.8 in.
Notches I Holes/Bearing Walls
Metal Strapping for Notches Top Plate
1 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'/:inch or 518 inch Type X
Garage side 518 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
Design Professional Sign-off,if required
Framing/ Firestopping Inspection Report
L&1 /-3
Foundation Inspection Report
Office No. (518) 761-8256 Date Inspection request received:
Queensbury Building&Code Enforcement Arrive: am/pm Depart: / ` m/pm
742 Bay Rd., Queensbury,NY 12804 Inspector's Initials/Y
NAME: Cr) o �den tPERMIT#: 1 5j N— </ y
LOCATION: 39,5 A �q6 Q INSPECT ON: /6 o>-J y
TYPE OF STRUCTURE: J G`� Q
11 X Comments
Y N N/A
Footings
Piers
Monolithic Slab
Reinforcement in Place
The contractor is responsible for
providing protection from freezing
for 48 hours following the placement
of the concrete.
Materials for this purpose on site.
Callpour
/A/
Reinforcement in Place /7
Footing Dowels or Keyway in place L ` , —
Foundation Dampproofing /1/4-kV/( L„
Foundation Waterproofing
Footing Drain Daylight or Sump
Footing Drain Stone: A
12 inch width
6 inches above footing
6 mil poly for wet areas under slab
Backfill Approval
Plumbing Under Slab
PVC/Cast/Copper
Foundation Insulation Interior/Exterior
R -
Rough Grade 6 inch drop within 10 ft.
L:\Building&Codes Forms\Building&Codes\Inspection Forms\Foundation Inspection Report.doc
Last printed 12/18/2013 2:44:00 PM
Foundation Inspection Report
Office No. (518) 761-8256 Date Inspection request received:
Queensbury Building&Code Enforcement Arrive: am/pm Depart: , Y ,� .am/pm
742 Bay Rd., Queensbury,/ NY 12804 Inspectors Initials:
V
NAME: I esr,data t o PERMIT#: '41 S y
LOCATION: 346 Rids a. INSPECT ON: /6 a g"i y
TYPE OF STRUCTURE: 9 QAct7 Q.
Comments
Y/ N/A
aotme
Piers
Monolithic Slab
Reinforcement in Place
The contractor is responsible for
providing protection from freezing
for 48 hours following the placement
of the concrete.
Materials for this purpose on site.
Foundation/Wallpour /
Reinforcement in Place J// 2_ -S'
Footing Dowels or Keyway in place ` /
Foundation Dampproofing vv
Foundation Waterproofing
Footing Drain Daylight or Sump
Footing Drain Stone:
12 inch width
6 inches above footing
6 mil poly for wet areas under slab
Backfill Approval
Plumbing Under Slab
PVC/Cast/Copper
Foundation Insulation Interior/Exterior
R-
Rough Grade 6 inch drop within 10 ft.
L:\Building &Codes Forms\Building&Codes\Inspection Forms\Foundation Inspection Report.doc
Last printed 12/18/2013 2:44:00 PM
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DATED: MAY 51, 201 5
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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 Codes of
New York State.
TOWN OF OUEENSE
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BLACKTOP DRIVE
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15.00' /
NOTICE
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MUST BE COVERED BY
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A CUSTOM DESIGNED
GARAGE FOR:
JAMES #BONNIE
CovLENPEN INC&v
DESIGNERS OF FINE WOMES SINCE 1908
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4111* I'v �• INCORPORATED
SOS GLEN STREET -GLENS FALLS -NEW YORK -12801
FHONE:(FAWI s HOUSE FAX:(518)198-901
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THIS IS AN UNHEATED STRUCTURE
IS NOT RECUIREP TO MEET THE
ENERGY CONSERVATION
CONSTRUCTION CODE
OF NEW YORK STATE
) L/
TO THE BEST OF OUR KNOWLEDGE. BELIEF, 3
PROFESSIONAL JUDGEMENT, SUCH PLANS 6
SPECIFICATIONS ARE IN COMPLIANCE WITH THE 1010
RESIDENTIAL BVILO/N6 CODE OF NEN YORK BTA TC 6
THE 2010 ENER6YCONBER VA TION COMO TRUCT/ON
CODE O/ NEW YORK 0TA7E.
COPYRI6HT a 2014 BY WILLIAM5 4 NILLIAMS
OESIGNER5. ALL RI&HT5 RESERVED. ALL WILLIAM5
WILLIAM5 17E516NER5' PLANS HAVE BEEN REGISTERED
WITH THE UNITED STATES COFYRI6HT OFFICE. THIS
DRAWING 15 AN I145TRUMENT OF SERVICE AND MAY
NOT BE ALTERED. REPRODUCED, COPIED. OR U5ED
FOR CONSTRUCTION WITHOUT THE WRITTEN
PERMISSION FROM WILLIAM5 4 WILLIAM5 DE516NER5.
UNAUTHORIZED ALTERATIONS OR ADDITION5 TO TH15
DRAAING 15 A VIOLATION OF THE NEW YORK STATE
EDUCATION LAW. ARTICLE 145 SECTION T 209. DO
NOT SCALE THESE DRAWI1,165. THEY MAY NOT BE TO
EXACT 5CALE. USE ONLY THE DIMENSION5 5HOAN.
OWNER AND CONTRACTOR SHALL CONSULT ALL
APPLICABLE BUILDING CODES TO ENSURE THAT
PLANS AND DETAILS CONFORM TO ALL
REQUIREMENTS. THEY SHALL VERIFY ALL DIMR
BEFORE PROCEEDING WITH CONST" -
SHALL NOTIFY WILLIAM5 I ` enln(�
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NOT SCALE THESE DRAIACKG0. THEY MAY NOT BE TO
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OWNER AND CONTRACTOR SHALL CONSULT ALL
APPLICABLN SUU,DINO CODES TO ENSURE THAT
PLAN* AND DETAILS CONFORM TO ALL
REOUIRNMCNTS. THEY SHALL VERIFY ALL DIMENSIONS
BNFORC PROOENDINOO WITH CONSTRUCTION AND
SMALL NOTIFY WILLIAMO 4 WILLIAMS DESIGNERS OF
ANY DIOCRI PANCINS BEFORE WORK 10 PERFORMED.
WU.LIAMS 4 WU.LIAMS ONSIONERS SMALL NOT BE
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PKOW EXTENSION
(SCE DETAIL 1)
ATTIC FLOOR PLAN
SCALE: 1/4"n V_OII
PLAN NO:
6646- 14
PA&Fm
3
OF
DRAWN BY:
JG
REVISIONS/DATE:
UNIX NJ if
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2-2x12HSADER..
�-2x t 2 y_Aac
I _R
s -
` �.
. i1 ;. �,Ii »,
!. , CONCRETE O '
'I ' » ia; SIDEWALK
6 4" THICK
ON
G
„ GR
ETEON ,
A
I'R
1
N�
�
»
r :f
di
irk,-. J II � 5or TO THE "Or OI' 41 KNOY'U.
msR.JBELIEF,L^K6 r
t 'ii' »5 ; u
fPECIPI APr1ON6 ARE IN COMPLANGE MYTN THE TO 10 fir, �r
1
40OWN Off _ _ 'III ,tI ,'
II�O�OSNgtiY NGONSSRVAT/ON CONSTItYG77ON d
THE
6-
4ODSOF NOM YOWK STArF—
AMS
DRSIONAR0. L R
RISNTS LOERYEP, ALJ. MILLI Mf t
WILLAMS DRbISNERWFLANb NAVE BEEN ft"ISTERRD SEAL:
t NTH THE UNITED 6TATR6 COPYRIOW OFFICE, TMS
EP r
FIRST O O 'PLAN NOT BE Mf AN IM6TRYMRNT a CERVICE AND MAY 20��
' P � NOT BE µTREED, REPRODUCED, COPIED, OR U06D
FOR CONDTRYCTION YYTHOUT TME ARITTRN
a� PERMISSION FROM WILLIAM , t WILLIAM& DRfISNRRS.
SCALE:
f UNAUTHORIZED ALTRRATWN6 OR ADDITIONS TO TMW
SVIlLE• 1 /41I-1 I -SII PRANKS 16 �' VIOLATION OF TNR NRA YORK OTATR
EDUCATION LAW, ARTICLE 146 SUCTION 7301. DO
13 !
NOT
&CT SCALE. U&E ONLY TKa D MRNMON OHOANTHEY MAY NOT BE O
CXA
OWNER AND CONTRACTOR SMALL CONSULT ALL
APPLICABLE BNLDINO COORS TO ENSURR THAT
' 3 PLANE AND DETAIL& CONFORM TO ALL j
REOYIRRMENTS. THEY &MALL VERIFY ALL DIMRNSIONf
BEFORE PROCREDINO WITH CONSTRUCTION AKD
d fNALL NOTIFY WLLIAMb t WILLIAMS DRbISNRRb OF '
ANY DISCRRPANCIRS BEFORE WORK 16 FRRFORMRD.
WILLIAM& It PULLIAM6 086I0NERS 614ALL NOT BE
1 ANSPONSIBLR FOR ANY ADDITIONAL COST& OR
STRUCTURAL PROBLEMS RE6ULTINO FROM FAILURE
TO POLLOA TIMOR PLANS AND DSPAILS.
I 0
tmvS4 a�"`d
WEI
��
w
METAL SLIDE
COMPONENT
ATTACHEV
CRITERIA
TO TRUSSES
,APRON
SEE SECOND
GODGOrNL/Y YORK STATlA
FLOOR PLAN
Air barrier end thermalbarrler
121-0 11
i
30 YEAR ARCHITECTURAL ROOF SHINGLES
ff
u:d cont:nuaus alignment with bAding envelope air
TTI
I
I
3
PULLIAMO DCSIONMRS„PLANS HAVE WEEN RMOISTMIl
SARASE
a,
J � 4" THICK GONG. BLAB
12
:EATEV SILL 4 zz
.R 1/2" VIA. x
)R BOLTS 0 6'
C. 412" FROM
:NER5 4 EN05 12
SECTION B
1/4
SCALE: 1/4"m '—O"
.006 POLY VAPOR BARRIER
6" POROUS FILL
19
SCALE: 1/4"m V-011
f
1/2" 0.5.5. ROOF SHEATHING W/ H -CLIPS
15# ROOFING FELT
50 YEAR ARCHITECTURAL ROOF 5HINGLi
ICE 4 WATER SHIELD ENTIRE ROOF PLANE
METAL DRIP EVGE
i 2x6 SU5FACIA
1 x5 TRIM
ALUMINUM FASCIA
VINYL VENTEV SOFFIT
2-2x 10 BEAM
1 ANGLE BRACKET
2x4 5TUVS G 1 6" O.G.
-7/16" 0.5.5. WALL SHEATHING
BUILVING WRAP
COMPOSITE 51®ING
CONCRETE SLAB ON GRAVE
PITCH %4/ 1 2
GRAVE TO DROP 6" IN FIRST 1 O' RUN
AWAY FROM HOUSE
CONTINUOUS RIDGE VENT
MANUFACTUREV TRUS5E5 0 24"
(WEB PE5*N 5Y MANUFACTURE''
1/2" O.S.B. ROOF SHEATHING W/ Hf CLIPS
# FE T
iV 4" THICK
CONCRETE
°KI 4" THICK
CONCRETE BASE
- —------------------- —
1 { *"rA°,a4WW_wa�.^�4-�'.` a',s4 ,?.I;
— — — — — — —L— — — — — — — — — — — — — — — 1
5" THICK POURED CONCRETE FOUNDATION
WALL WITH #5 54R5 VERTICALLY a 4' O.G.
CENTERED ON 16" WIDE x 5" THICK
CONCRETE FOOTING WITH 2 -NO. 4 5AR5
CONTINUOUS.
I
15 ROOFING L
COMPONENT
CRITERIA
,APRON
GODGOrNL/Y YORK STATlA
1
Air barrier end thermalbarrler
ext 4rhr therm,�envelo
a Insu.Iatlon for framed wells Is fnslalled in
30 YEAR ARCHITECTURAL ROOF SHINGLES
ff
u:d cont:nuaus alignment with bAding envelope air
DESIOMIll ALL RIGHT* RMSMRVMP, ALL 104"l MO II
I
I
PULLIAMO DCSIONMRS„PLANS HAVE WEEN RMOISTMIl
I
In're qs o are filled or repaired.
ICE 4 WATER 5HIELV ENTIRE ROOF;i
AIr-permeea.e Inada
of -1
on 9 nota ed as a sealing materfaL
NOT WG ALTERSD, REFRODUGED, C -01 -Ill OR USED
AIr-permeabe Ii�sde
on s In9.'de of an air barrier.
PITCH 5LA5 TOWA9D50.H. DOOR
Air bWrler H 4g
dropped - eilLng/soffit is suostantlally aligned with
2
eelllnyat't!t
lns2a-loft and ary
gaps we sealed.
UNAUTHORIZED ALTERATIONS OR ADDITIONS TO THIS
-
A -Wo ac-ess(cxcep.
elrenud arta), knee wait door, or drop down
DRAWING M A VIOLATION OF THE HER YORK STATE
s:a;r is sealed.'.
,..
IMPLICATION LAA.All 140 SECTION 720-1. DO
Corners andheiders
we Insulated.
g
walls
.•
and sEplate Is sealed. ;,•„
.PITCH SLAB
windows and door9
Spacebet:;eenaIndow/door
Jambs and framing is sealed.
OM1NWIt AMC OONTRAOTOR SHALL CONSULT ALL
✓•. GC7NGRETE WALL # TIEn To CONTINUOUS FOOTING
s
Rim Joists
Rim Jotsts we l Mated anal Include an air barrier.
PLANS AND Pill OONFORM TO ALL
<t
i
RGOUIRIMMENTO. THEY SHALL VERIFY ALL DIMENSIONS
b
Floors
Insufathnfs:nsleSed to ma:n:a:n permananl conte -t of
SEPORE PROCEEDING MNTH CONSTRUCTION AND
(Including above -garage and
9%bPoor deckim Alrbarr'er Is Installed at any exposed edge of
cantilevered floors)
lnsla:'om '
7
crawl space wa_s
m9•ufalbn is perrysaren !� a !Ached to walls.
17RIP EVGE
"3 dis covered wi:helase lvepor
STRUOTURAL FROMEMS RESULTINO FROM FAILURE
rC.arder wrh ojerlapp:ng ]ovlt 9:teped.
g
Shaft9,penrrathns
eruct sraf- s, At g pere.rcllons, knee walls and flue shafts opening to
�—METAL
2x6 5U5FACIA
I
Narrow "A4:"
:Saga mnarroW writes are out :ofit,ormarrow anvitleo arefllled by
spraaed/a wnpsla oa
10
Garage separathn
Air 3ea1ng79 pTr!ded^e.weeh the garage and condi:(oned spaces.
11
I
Rr-a»ed Vght)jxtues we aitight. lC rated, and sealed to drgwal.
SOFT GUT CONTROL JOINT UNDER WALL A50VE
I a
—1 x5 TRIM
I
ALUMINUM FASCIA
hswla•hh is plaaed'o'ten oside and pipes. 114 •'
'
ser insda+.on 1p cr of. around whing and plumaing, or
'', w
sprayedlo,.wn �sla'hnextend9 behind piping and wiring.
15
Oho war/t:b on exterhr waJ
VINYL VENTED SOFFIT
.r._
5 e W et fng t@emfromext erlor wall.
14
CGGlric alprare baX on
Alraarr'er ext I d9 aehil:db'JXe9 or air Sealedtjpe boxes are in9t aned.
exterior wLs
i
7D
,
Air berr:er"s in aCd in'cdmmon wall between dwelling•unite.
16
HVAC r e g s t crbo of s
FNA'register Coe:s that penetrate building envclope ere Sealed to
s:bfloor or dr wall
I
ill
Fireplace
Flreplace walls olude an air barrier.
—2x4 5TUV5 ® 16"
'
—7/16" 0.5.5. WALL SHEATHING
m
I
I
AI
I
UNEXGAVATEP
Ii
—lSUILVING WRAF
.:
I
r I
--. 4" THICK CONCRETE 5LA5
—COMPOSITE 51PINC7
2
II
o
II
—2x4 TREATED 51LL 4 51LL SEALER
13
1/2" VIA. x 10" ANCHOR BOLTS a V O.G.
Q
'DROP SHADED AREAS TO
412" FROM CORNERS 4 ENDS
m
i
I
o
ALLOW 4' THICK CONCRETE
I i
i
(
I
5LA5 TO SE POURED OVER
—GRADE TO DROP 6" IN FIRST 10' SUN
AWAY FROM HOUSE
_E
-
V13
i
I
8 " THICK POUREV CONCRETE FOUNDATION
WALL GENTEREV ON 16" WIRE x8.' THICK
CONCRETE FOOTING WITH 2 -NO. 4 BARS
'
,'
GONTINUG'us.
I
i
G NTL' A.1
—
41,�
I
1
I 1
-
-----------------------
� I
-`-------------------------
A
f
1 4" THICK1..
dJ
•F
^;off tl gym.,
"
p
s CONCRETE APRON
g: �_
OL
1.
w"A.
5 " THICK POURED CONCRETE FOUNVATION
WALL CENTEREV ON 16" WIVE x8" THICK
CONCRETE FOOTING WITH 2 -NO. 4 BARS
CONTINUOUS.
r
9 ,d
Table 40;.4.2
Air Barrier and Insulation In5pei tion Component Criteria
NUMBER
COMPONENT
CRITERIA
GODGOrNL/Y YORK STATlA
1
Air barrier end thermalbarrler
ext 4rhr therm,�envelo
a Insu.Iatlon for framed wells Is fnslalled in
COPYRI6NT O 2014 WY MULLIAMS a MIILLIAMS
subst entlal Contac:
u:d cont:nuaus alignment with bAding envelope air
DESIOMIll ALL RIGHT* RMSMRVMP, ALL 104"l MO II
barBer.
PULLIAMO DCSIONMRS„PLANS HAVE WEEN RMOISTMIl
3reaks or yhlnlg
In're qs o are filled or repaired.
AUTH I STRUM N OFSERVICEANT 4Twe
ORAMUNb if AN INSTRUMENT OF SERVICE AND MAY
RAPUM 16 AN
AIr-permeea.e Inada
of -1
on 9 nota ed as a sealing materfaL
NOT WG ALTERSD, REFRODUGED, C -01 -Ill OR USED
AIr-permeabe Ii�sde
on s In9.'de of an air barrier.
FOR OONSTRUOTION WITHOUT THE WRITTEN
Air bWrler H 4g
dropped - eilLng/soffit is suostantlally aligned with
2
eelllnyat't!t
lns2a-loft and ary
gaps we sealed.
UNAUTHORIZED ALTERATIONS OR ADDITIONS TO THIS
-
A -Wo ac-ess(cxcep.
elrenud arta), knee wait door, or drop down
DRAWING M A VIOLATION OF THE HER YORK STATE
s:a;r is sealed.'.
,..
IMPLICATION LAA.All 140 SECTION 720-1. DO
Corners andheiders
we Insulated.
g
walls
_unct'onof touidatlon
and sEplate Is sealed. ;,•„
4
windows and door9
Spacebet:;eenaIndow/door
Jambs and framing is sealed.
OM1NWIt AMC OONTRAOTOR SHALL CONSULT ALL
✓•. GC7NGRETE WALL # TIEn To CONTINUOUS FOOTING
s
Rim Joists
Rim Jotsts we l Mated anal Include an air barrier.
PLANS AND Pill OONFORM TO ALL
RGOUIRIMMENTO. THEY SHALL VERIFY ALL DIMENSIONS
b
Floors
Insufathnfs:nsleSed to ma:n:a:n permananl conte -t of
SEPORE PROCEEDING MNTH CONSTRUCTION AND
(Including above -garage and
9%bPoor deckim Alrbarr'er Is Installed at any exposed edge of
cantilevered floors)
lnsla:'om '
7
crawl space wa_s
m9•ufalbn is perrysaren !� a !Ached to walls.
"3 dis covered wi:helase lvepor
STRUOTURAL FROMEMS RESULTINO FROM FAILURE
rC.arder wrh ojerlapp:ng ]ovlt 9:teped.
g
Shaft9,penrrathns
eruct sraf- s, At g pere.rcllons, knee walls and flue shafts opening to
eX:CrlJf or ncgedl! aned spa C are Sealed.
I
Narrow "A4:"
:Saga mnarroW writes are out :ofit,ormarrow anvitleo arefllled by
spraaed/a wnpsla oa
10
Garage separathn
Air 3ea1ng79 pTr!ded^e.weeh the garage and condi:(oned spaces.
11
Receeaed llg'r :;ng
Rr-a»ed Vght)jxtues we aitight. lC rated, and sealed to drgwal.
Gxcep bn-fixtures in. edl heed space.
12
Plumb(ng ud•wlrrg
hswla•hh is plaaed'o'ten oside and pipes. 114 •'
'
ser insda+.on 1p cr of. around whing and plumaing, or
'', w
sprayedlo,.wn �sla'hnextend9 behind piping and wiring.
15
Oho war/t:b on exterhr waJ
6ia'wer9 and lugs on x cror walls have imula.Ion ad an alrbarr:er
.r._
5 e W et fng t@emfromext erlor wall.
14
CGGlric alprare baX on
Alraarr'er ext I d9 aehil:db'JXe9 or air Sealedtjpe boxes are in9t aned.
exterior wLs
i
7D
Common wall
Air berr:er"s in aCd in'cdmmon wall between dwelling•unite.
16
HVAC r e g s t crbo of s
FNA'register Coe:s that penetrate building envclope ere Sealed to
s:bfloor or dr wall
I
ill
Fireplace
Flreplace walls olude an air barrier.
I
CONCRETE
51DEWALK
1W
m
o-
� �y I
1'-q 5/4" q'-4 1/2" 1' i 1 / q'-4 1/2" 1' q 5/#" `= W -O
24'-0°
I
01
SASEMENT P'JAN O
jol
iSCALE: 1/4"M 1'-0"
TO THE WEST OF OUR KNOWLEDOG, WMLIMP, a
FROFGS*IONAL JUDOCMENT, III FLANS a
OPMCIFNSATIONS ARE IN COMPLIANCE WITI4 TNM 3010
1 I"1 R6S/DCNrKL VIN -MN& GOOIMOPNEM YORK &TATs
PLAN NO:
864&-14
PA&E
4
OF 5
t7RA VIN BY:
JG
REV ISIONS/32ATE:
A PPRESS:
5"5 1%I06E ROAD
QUEENSBURY
NEW YORK
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J
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A to
Q-.
SEAL:
SEP 19 2014
TNG 30 tO CNGtOY GGMVSCRYAT/O/Y GONOTR4G770N
GODGOrNL/Y YORK STATlA
I T ^ALL PS.TAIL
COPYRI6NT O 2014 WY MULLIAMS a MIILLIAMS
DESIOMIll ALL RIGHT* RMSMRVMP, ALL 104"l MO II
PULLIAMO DCSIONMRS„PLANS HAVE WEEN RMOISTMIl
OUREa CONCRETE WALL AS 5PECIFIED ',`
AUTH I STRUM N OFSERVICEANT 4Twe
ORAMUNb if AN INSTRUMENT OF SERVICE AND MAY
RAPUM 16 AN
1
NOT WG ALTERSD, REFRODUGED, C -01 -Ill OR USED
WALL REINFORCEMENT A5 5F'EGIFIED
FOR OONSTRUOTION WITHOUT THE WRITTEN
'.{
PERMISSION FROM WILLIAMS a 1014.LIAMS 0E010NERS.
UNAUTHORIZED ALTERATIONS OR ADDITIONS TO THIS
CONCRETE FOOTING
DRAWING M A VIOLATION OF THE HER YORK STATE
IMPLICATION LAA.All 140 SECTION 720-1. DO
I!I!I!
Y ,• i N0.4 51E5MIG SAP.X48” O.G. TO BE INSTALLED 3'•
NOT SCALE THESE PRAWINO*. THEY MAY NOT WE TO
EXACT SCALE. USE ONLY THE DIMENSIONS SM011
ROM BOTTOM OF FG70TING A EXTEND UP INTO
OM1NWIt AMC OONTRAOTOR SHALL CONSULT ALL
✓•. GC7NGRETE WALL # TIEn To CONTINUOUS FOOTING
APPLICABLE WUILOINO CODES TO ENSURE THAT
so a'
r REINFORCEMENT OR
PLANS AND Pill OONFORM TO ALL
RGOUIRIMMENTO. THEY SHALL VERIFY ALL DIMENSIONS
IN5TALL A 1 1/2"X 1 1/2" KEYWAY
SEPORE PROCEEDING MNTH CONSTRUCTION AND
SHALL NOTIFY MNLLIAMO a YNLLIAMO DMSIONIMRS OF
ANY DISGRlPANGIG* BIMFORN WORK 10 ►IMRFORMIll
WILLIAMS a WILLIAM* DEOIONGR* SMALL NOT BG
RESPONSIBLE FOR ANY ADDITIONAL SOOTS OR
STRUOTURAL FROMEMS RESULTINO FROM FAILURE
.F
TO FOLLOW THESE PLANS AMC DETAILS.
PLAN NO:
864&-14
PA&E
4
OF 5
t7RA VIN BY:
JG
REV ISIONS/32ATE:
A PPRESS:
5"5 1%I06E ROAD
QUEENSBURY
NEW YORK
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SEAL:
SEP 19 2014
0
PLAN NO:
ILLIAM5 DESIGNERS ALL RIGHTS RESERVED.ALL 1- FLOOR.- 9/a" T46 O.S.B. (ORIENTED STRAND BOARD) NAILING SCHEDULE TRU55 8 BRACING DETAIL
E 8 6 46-1 �4
COPYRIGHT a 201 1 BY WILLIAM6 b W
NILLIAMS A NILLIAMS DESIGNERS' PLANS HAVE BEEN REGISTERED WITH THE UNITED
E NITHIN
2- ROOF- YY 0.5.B. (ORIENTED STRAND BOARD)
SPACING OF
STATES COPYRIGHT OFFICE. THIS DRAWING 15 AN INSTRUMENT OF SERVICE AND MAY
3- NALL-7/16" O.S.B. (ORIENTED STRAND BOARD)
FASTENERS
NOT BE ALTERED, REPRODUCED, COPIED, OR USED FOR CONSTRUCTION NITHOUT THE
INSULATION (UNLESS OTHERNI5E NOTED)
1. FOOTINGS SHALL ON FIRM, UNPI5TUKBEP 501L �W
WRITTEN PERMIS51ON FROM NILLIAMS 8 NILLIAM5 DESIGNERS, TO DO 50 15 A
1- CEILING NITH ATTIC, SPACE..........................1 2" THICK K543 KRAFT FACED
---
VIOLATION OF FEDERAL COPYRIGHT LAN5. UNAUTHORIZED ALTERATIONS OR
2- 5LOPED CEILING WITHOUT ATTIC, SPACE .... SY4" THICK RSOC, KRAFT FACED
WALL.
4- TOP CHORD TO HAVE DIAGONAL BRACING (AT 45 DEGREES) ON BOTH SIDES
ADDITIONS TO THIS DRANING I5 A VIOLATION OF THE NEW YORK STATE EDUCATION
5- EXTERIOR NALL5.........................................6" THICK K21 KRAFT FACED/POLY
1 6" O.G.
LAN, ARTICLE 14 5,5EGTION'72011. THESE DRANINGS ARE NOT TO BE USED BY ANY
4- FLOOR..........................................................11" THICK K50 KRAFT FACED
---
PARTY OTHER THAN THE ORIGINAL CLIENT, EXCEPT BY NRITTEN AGREEMENT.
5- BASEMENT NALL5........................................3 Y2" THICK R 15 POLY
---
DOUBLE. STUDS, FACE NAIL
NOTE: ALL VAPOR BARRIERS (KRAFT 09 POLY) TO BE INSTALLED ON THE
24" O.G.
THESE NOTES ARE GENERAL IN NATURE AND ARE INTENDED TO STIPULATE MINIMUM
WINTER NARM SIDE.
24" O.O.
STANDARDS OF CONSTRUCTION. THE VKANIN65 SHALL GOVERN OVER THE NOTES IN
5 3-1 11
161, O.G.
ALL MATTERS SPECIFICALLY INDICATED. THESE DRAWINGS ARE FOR A SINGLE
5-160
---
-FACE
RESIDENCE.
CONTRACTOR SHALL MAKE THE INSULATION INSPECTION. UPON SATISFACTION,
BLOGKIrG BETWEEN J015T5 OR RAFTERS TO TOP PLATE, TOE
CONTRACTOR NILL P05T THE ENERGY GORE CERTIFICATION ON THE ELECTRICAL PANEL BOX.
---
THE DESIGNER SHALL NOT HAVE CONTROL OF NOR SHALL BE RESPONSIBLE FOR
MISCELLANEOUS
CONSTRUCTION METHODS OR TECHNIQUES, OR PROCEDURES, OR FOR THE SAFETY
TO OUTSIDE. IDE 5 AIR
1 . EXHAUST ALL FANS VENTS DIRECTLYPROVIDE
6" O.G.
PRECAUTIONS U5ED OR REOUIRED IN CONTRACTOR, 5U5CONTRACTOR5 OR ANY
EXCHANGES PER HOUR. MINIMUM CAPACITY 15 50 CFM.
--- ,
OTHER PEKSON5 PERFORMING ANY NOKK OR FOR THEIR FAILURE TO CARRY OUT
2. I.C. LABELED RECESSED LIGHTS REOUIRED IN INSULATED CEILINGS.
00VISIONS/11ATE::
THE NORK IN ACCORDANCE NITH THE CONSTRUCTION PLAN5/DOCUMENTS.
5. SMOKE DETECTORS TO BE NIRED DIRECTLY TO HOUSE 120 VOLT SYSTEM.
1 6" ALONG
1 1 .
INTERCONNECTED FOR SIMULTANEOUS OPERATION AND HAVE BATTERY
EACH EDGE
GONTIN, EO HEADER, TNO PIECES
BACKUP. MINIMUM LEGATIONS:
1 6"ALONG
IF THE CONTRACTOR DISCOVERS ANY DEFECTS IN THE CONSTRUCTION PLAN5/
A- ONE ON EVERY LEVEL
EACH EDGE
DOCUMENTS, HE SHALL PROVIDE WRITTEN NOTICE OF THAT DEFECT TO THE
B- ONE IN EVERY BEDROOM
---
DESIGNER 50 THAT THE DESIGNER MAY CORRECT SUCH DEFECT. IF THE
G- ONE NITHIN EVERY 1 O' OF A BEDROOM DOOR IN HALLWAY
---
CONTRACTOR FAIL5 TO DO 50, HE SHALL BEAR ALL G05T5 A55OCIATED WITH
WHEN REPAIRS REOUIRING A PERMIT OCCUR, THE INUIVIDUAL DWELLING UNIT
---
PROCEEDING CAUSED BY SUCH DEFECT. IF THE CONTRACTOR FINDS A DEFECT IN
SHALL BE PROVIDED WITH SMOKE DETECTORS LOCATED AS REQUIRED FOR
---
CONSTRUCTION RESULTING FROM THE WORK OF THE DESIGNER, HE SHALL NOTIFY THE
NEW DNELLING5; THE SMOKE DETECTORS SHALL BE INTERCONNECTED AND
--'
DE5IGNER IN NRITING, AND ALLOW THE DESIGNER TIME TO SUGGEST REPAIRS. IF THE
HARD NIRED.
---
CONTRACTOR DOES NOT NOTIFY THE DESIGNER IN NRITING, OR ALLOW REASONABLE
4. PROVIDE INTERCONNECTED C.O. DETECTORS ON ALL LEVELS. ON BEDROOM LEVELS,
---
TIME TO SUGGEST REPAIRS, OR DOES THE REPAIRS NOT IN CONFORMANCE NITH THE
THE C.O. DETECTOR SHALL BE PLACED IN THE IMMEDIATE VICINITY OF BEDROOMS,
---
DE5IGNER5 5UGGE5TED METHODS, THEN THE GONTKAOTOR SHALL BEAR ALL C05T5
AN INTERCONNECTED G.O. DETECTOR SHALL AL50 BE PLACE IN EACH BEDROOM
---
ASSOCIATED WITH SUCH DEFECT.
NITH A COMBUSTIBLE FUELED APPLIANCE. NHEN REPAIRS OF FUEL -FIRED APPLIANCES
241104.
"t
AND EQUIPMENT, SOLID -FUEL BURNING APPLIANCES AND EQUIPMENT, OR FIREPLACES
NAIL EACH LAYER
AND GHIMNEY5 OCCUR, THE INDIVIDUAL DNELLING UNIT SHALL BE PROVIDED NITH
A5 FLLOWS: 32
THE CONTRACTOR 15 RESPONSIBLE FOR SAFE CONDITIONS AT THE JOB SITE AND
CARBON MONOXIDE DETEGTOR5 AS REQUIRED FOR NEW BUILDINGS.
O.G. AT TOP AND
FOR THE TEMPORARY SUPPORT OF THE STRUCTURE PRIOR TO COMPLETION OF THE
S. CONTRACTOR 15 RESPON515LE FOR DESIGN AND PROPER FUNCTION OF HVAC
BOTTOM
VERTICAL AND LATERAL LOADS SYSTEMS. ALL NORK SHALL BE DONE IN
AND ELECTRICAL SYSTEMS.
STAGGERED. TWO
COMPLIANCE NITH NEN YORK STATE CODES AND LOCAL GORES AND ORDINANCES.
6. ALL NINDOW5 TO CONFORM TO AAMA/NNWDA 10 1/1.5.2
NAILS AT ENDS
VERIFY ALL DIMENSIONS PRIOR TO ERECTION. !
1. ALL EMERGENCY EGRESS WINDONS AND BEDROOM NINDON5 MUST MEET THE
AND AT EACH
VERTICAL GONGRETE EXPOSED TO WEATHER: 5000 PSF
FOLLOWING GUIDE LINES:
SPLICE.
2" fvL.Atp5ATEACH
A- CLEAR OPENING OF 5.7 5QUARE FEET ABOVE OR BELOW GRADE
;
FOR ADDITIONS AND/OR RENOVATIONS THE BUILDER AND/09 GENERAL
B- CLEAR OPENING OF 5.0 5QUARE FEET AT GRAD
d. MUST TERMINATE AT NlALL5 OR NENEL POST.
e. MUST BE CONTINUOUS FROM BOTTOM RISER TO TOP KISER.
f. HANDRAIL TO HAVE CIRCULAR CRE65 SECTION NITH GRIP 51ZE 1 Y4"-2"
CONTRACTOR SHALL FIELD VERIFY ALL PREEXISTING STRUCTURAL CONDITIONS 4
C- MINIMUM HEIGHT OF 2
" " .r
DIMENSIONS PRIOR TO ORDERING MATERIAL d BEGINNING CONSTRUCTION.
"
D- MINIMUM WIDTH OF 20"
n
NQ W YORK
5. SAFETY GLAZING OR TEMPERED GLASS TO BE PROVIDED AT:
A- EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 11 SQUARE FEET
KAFTEA_ TIE5 TO RAFTERS, FACE NAIL
}FOUNDATIONS
B- BOTTOM EDGE LE55 THAN 15" ABOVE FLOOR
36'
DESCRIPTION OF BUILDING ELEMENTS
NUMBER AND TYPE
SPACING OF
m
OF FASTENER a,c,d
FASTENERS
JOIST TO SILL 09 GIRDER, TOE NAIL
5-50,
1. FOOTINGS SHALL ON FIRM, UNPI5TUKBEP 501L �W
1 x6 5USFLOOR OR LE55 TO EACH JOIST, FACE NAIL
2_5P
---
2" 51,15FLOOK TO J015T OR GIRDER, BLIND AND FACE NAIL---
4 , y
WALL.
4- TOP CHORD TO HAVE DIAGONAL BRACING (AT 45 DEGREES) ON BOTH SIDES
50LE PLATE TO J015T OK BLOCKING, FACE NAIL
1 612
1 6" O.G.
TOP OR, SOLE PLATE TO STUD, END NAIL
2-160
---
5TUD TO 50LE PLATE, TOE NAIL
5 -SD, 2- 160
---
DOUBLE. STUDS, FACE NAIL
1017
24" O.G.
DOUBLE TOP PLATES, FACE NAIL
100 :
24" O.O.
50LE PLATE TO J015T OR BLOCKING AT BRACED WALL PANEL
5 3-1 11
161, O.G.
OOUBL� TOP PLATES, MINIMUM 45" OFFSET OF END JOINTS,
5-160
---
-FACE
FACE NAIL IN LAPPED AREA
6- SHEATHING BUNDLES SHALL NOT BE PLACED ON ROOF. A MAXIMUM OF 5
BLOGKIrG BETWEEN J015T5 OR RAFTERS TO TOP PLATE, TOE
3 -SD
---
NAIL
RIM DEIST TO TOP PLATE, TOE NAIL
SD
6" O.G.
F
TOP PLATES, LAPS AT CORNERS AND INT®REEGTIONS, FACE
2-100
--- ,
NAIL 1
00VISIONS/11ATE::
BUILT-UP HEADER, TWO PIECES NITH Y2" 5PACER
160
1 6" ALONG
1 1 .
PROVIDE 5/5" TYPE X FIRE CODE GYP5UM BOARD ON GARAGE CEILING,
EACH EDGE
GONTIN, EO HEADER, TNO PIECES
1 612
1 6"ALONG
4.MAXIMUM UNBALANCED BACKFILL HEIGHT -1'.
EACH EDGE
CEILING'J015T5 TO PLATE, TOE NAIL
3-50
---
CONTINUOUS HEADER TO 5TUD TOE NAIL
4-50
---
GEILING'.JOIST LAPS OVER PARTITIONS FACE NAIL
5-100
---
GEILIN67J015T TO PARALLEL RAFTERS FACE NAIL
5- 1 OD
---
RAFTER TO PLATE TOE NAIL
2-160
--'
1 " BRACE TO EACH 5TU17 AND PLATE FACE NAIL
2-5D
---
1 "x6" SHEATHING TO EACH BEARING. FAC NAIL
2-50
---
1 "x8" SHEATHING TO EACH BEARING. FACE NAIL
2-50
---
NI ER -HAN 1 "X5" SHEATHING TO EACH EEAKING,F NAL
3-812
---
BUILT-UP CORNER 5TU175
1OD
241104.
BUILT -UF GIRDERS AND BEAMS, 2" LUMBER LAYERS
1 OD
NAIL EACH LAYER
d. MINIMUM HEADROOM CLEARANCE OF 6'-8" FOR ALL 5TAIRNAY5.
A5 FLLOWS: 32
O.G. AT TOP AND
3 -HANDRAIL EQUIE EN 5: MUST CONFORM TO R3 1 1.5.6.
a. REQUIRED ON ALL STAIRS OF 4 OR MORE RISERS.
6 6
BOTTOM
INSTALL ZERO CLEARANCE FIREPLACES AND TERMINATION POINT FOR
STAGGERED. TWO
„4
NAILS AT ENDS
„
`
AND AT EACH
VERTICAL GONGRETE EXPOSED TO WEATHER: 5000 PSF
• '"
SPLICE.
2" fvL.Atp5ATEACH
;
d. MUST TERMINATE AT NlALL5 OR NENEL POST.
e. MUST BE CONTINUOUS FROM BOTTOM RISER TO TOP KISER.
f. HANDRAIL TO HAVE CIRCULAR CRE65 SECTION NITH GRIP 51ZE 1 Y4"-2"
ROOF IAFTER5 TO RIDGE, VALLEY OR HIP RAFTERS:
O
" " .r
TOE NAIL--
UADRAIL REQUIREMENTS;
,,4- GR
n
NQ W YORK
KAFTEA_ TIE5 TO RAFTERS, FACE NAIL
5 -SD
---
MINIMUM OF
I- PROVID WEB BRACING A5 PBR MANUFACTURERS ARCHITECTURAL TRUSS
SHEETS
G- ONE OR MORE WALKING 5URFAG 5 IS HORIZONTALLY OF TH GLAZING
12- E GREATER THAN 56"
m
INTERMEDIATE SUPPORTS
2- 2" NOMINAL LUMBER
FASTENER b,c,d
, MATERIA_5
1. FOOTINGS SHALL ON FIRM, UNPI5TUKBEP 501L �W
14'_-0' - 1 6'-O' 2x J!2 ® 1 6"e, .G.
5- INTERVAL OF1O'BRACES TO BETO HAVE 15ECURELY ANCHORED NUOUS LATERAL IINTO SOLID END
Y2 GY SUM BOARD
PA&F5
4 , y
WALL.
4- TOP CHORD TO HAVE DIAGONAL BRACING (AT 45 DEGREES) ON BOTH SIDES
"
OP
50
E- G�AZIENGGADJOINING STAIRS WITHIN 60 OF OOVE
TOM TREAD
OF RIDGE LINE NAILED TO UNDERSIDE OF TOP CHORD. REPEAT AT BOTH
I
200
0
Q
ENDS.
q
h
h
5- ROOF SHEATHING TO HAVE STAGGERED JOISTS AND FASTEN PER NAILING
17PLAAN BY:
SCHEDULE.
PROVIDE A 50"x22" ATTIC ACCESS IN A HALLWAY OR A READILY AGGE551BLE
�'
COMMON NAIL; 1 5/ff
6- SHEATHING BUNDLES SHALL NOT BE PLACED ON ROOF. A MAXIMUM OF 5
JG
HORIZONTAL.
SHEETS PER 2 TKU55E5 DURING CONSTRUCTION.
0
Y- LAP ALL LATERAL BRACES MINIMUM 2'.
S.BACKFILLING OF FOUNDATION WALL5 SHALL NOT BE FOR 28 DAYS, OR
1 O.
PROVIDE AN 1 8"x24" CRAWL SPACE ACCESS.
1
WOOD STRUGTURA_ PANELS, SUBFLOOR, FLOOR AND WALL SHEATHING TO FRAMING,
00VISIONS/11ATE::
0
HANDRAIL/&uARDRAIL I,
BEFORE FLOOR SYSTEM 15 IN PLACE AND NALL STABILIZED.
1 1 .
PROVIDE 5/5" TYPE X FIRE CODE GYP5UM BOARD ON GARAGE CEILING,
AVP PARTICLEBOARD WALL SHEATHING
1- PROVIDE A 3'x3' MINIMUM LANDING EACH SIDE OF AN EXTERIOR DOOR.
4.MAXIMUM UNBALANCED BACKFILL HEIGHT -1'.
EXCEPTION: !NHERE A 5TAIRNAY OF TNO OR FENER R15ER5 15 LOCATED ON
BEAM, AND GARAGE SIDE OF WALL COMMON TO HOUSE AND GARAGE.
12f
d THE EXTERIOR SIDE OF A DOOR, OTHER THAN THE REQUIRED EXIT DOOR, A
PROVIDE Y2" TYPE X FIRE RATED GYPSUM BOARD ON HOUSE SIDE OF WALL
LANDING 15 NOT REQUIRED FOR THE EXTERIOR 5112E OF THE DOOR.
2- STAIR.,RE0UIREMENT5:
COMMON TO HOUSE AND GARAGE.
bp -ROOF
a. OPEN RISERS NOT ALLOWED FOR STAIRS OVER 50" IN HEIGHT.
9
pDaR�gg;
12.
IV. ALL°5TAIKNAY5 MINIMUM 56" IN NIDTH.
WINDERS
@1 11/32°- 1" SD b 1 2f
ul
j
-c. MINIMUM DEPTH OF 6" ON THE CONVERGING SIDE.
1 /8"-1 Y4" lop 6
12
d. MINIMUM HEADROOM CLEARANCE OF 6'-8" FOR ALL 5TAIRNAY5.
BETWEEN HOUSE AND GARAGE.
_ z
3 -HANDRAIL EQUIE EN 5: MUST CONFORM TO R3 1 1.5.6.
a. REQUIRED ON ALL STAIRS OF 4 OR MORE RISERS.
6 6
15.
INSTALL ZERO CLEARANCE FIREPLACES AND TERMINATION POINT FOR
b. REQUIRED ON ONE SIDE.
GiUL�EN�JBURY
VERTICAL GONGRETE EXPOSED TO WEATHER: 5000 PSF
z
FLUE/CHIMNEY ACCORDING TO MANUFACTURERS 5PECIFIGATION5.
x c" MUST BE BETNEEN 54".AND 58" IN HEIGHT.
;
d. MUST TERMINATE AT NlALL5 OR NENEL POST.
e. MUST BE CONTINUOUS FROM BOTTOM RISER TO TOP KISER.
f. HANDRAIL TO HAVE CIRCULAR CRE65 SECTION NITH GRIP 51ZE 1 Y4"-2"
O
O
" " .r
UADRAIL REQUIREMENTS;
,,4- GR
n
NQ W YORK
a. REQUIRED ON STAIRS, LANDINGS, PORCHES, DECKS, OR RAISED FLOOR
5UKFACE5 MORE THAN 30" ABOVE OK BELON GRADE.
ck
b. MINIMUM HEIGHT IS 36", AT 5TAIR5 54".
lu
c. LE9,S THAN 4" BETWEEN BALUSTERS OR HORIZONTAL RAILS.
4
LE55 THAN 6" OPENING ON STAIRS NHERE RISER, TREAD, AND�
"BOTTOM RAIL MEET.
Ve
It
JU
MINIMUM OF
PE50RIPTION OF
G- ONE OR MORE WALKING 5URFAG 5 IS HORIZONTALLY OF TH GLAZING
12- E GREATER THAN 56"
m
INTERMEDIATE SUPPORTS
[GRIPTION
BUILDING
FASTENER b,c,d
, MATERIA_5
1. FOOTINGS SHALL ON FIRM, UNPI5TUKBEP 501L �W
14'_-0' - 1 6'-O' 2x J!2 ® 1 6"e, .G.
T
Y2 GY SUM BOARD
1 Y2 GALVANIZED,
4 , y
Id`s �• a
"
GRADE. L BEARI LOAD 5 2000 PSFA(GROUP 1 SOILS GW
50
E- G�AZIENGGADJOINING STAIRS WITHIN 60 OF OOVE
TOM TREAD
1�
I
200
0
Q
GP 5P, GM, M)SOIIL
q
h
h
4
8
3.MAXIMUM EXCAVATION SLOPE BELOW FOOTINGS TO BE 1 VERTICAL TO 2
PROVIDE A 50"x22" ATTIC ACCESS IN A HALLWAY OR A READILY AGGE551BLE
�'
COMMON NAIL; 1 5/ff
'
HORIZONTAL.
AREA, NOT IN A STANDARD CLOSET.
0
S.BACKFILLING OF FOUNDATION WALL5 SHALL NOT BE FOR 28 DAYS, OR
1 O.
PROVIDE AN 1 8"x24" CRAWL SPACE ACCESS.
1
WOOD STRUGTURA_ PANELS, SUBFLOOR, FLOOR AND WALL SHEATHING TO FRAMING,
0
BEFORE FLOOR SYSTEM 15 IN PLACE AND NALL STABILIZED.
1 1 .
PROVIDE 5/5" TYPE X FIRE CODE GYP5UM BOARD ON GARAGE CEILING,
AVP PARTICLEBOARD WALL SHEATHING
4.MAXIMUM UNBALANCED BACKFILL HEIGHT -1'.
BEAM, AND GARAGE SIDE OF WALL COMMON TO HOUSE AND GARAGE.
12f
<
w
PROVIDE Y2" TYPE X FIRE RATED GYPSUM BOARD ON HOUSE SIDE OF WALL
5/ 1 6"-1 /2" 612-SUBLOOK, WALL 6
CONCRETE
COMMON TO HOUSE AND GARAGE.
bp -ROOF
9
pDaR�gg;
12.
PROVIDE E/4 HOUR FIRE RATED DOOR AND JAM55 NITH AUTOMATIC CLOSER
@1 11/32°- 1" SD b 1 2f
j
1 /8"-1 Y4" lop 6
12
1. CONCRETE STRENGTH TO BE AS FOLLOWS:
BETWEEN HOUSE AND GARAGE.
_ z
5 d1 5 RID6L' ROAD
GARAGE 5LA55 AND PORCHES, STEPS, AND WALK5: 3500 P51
15.
INSTALL ZERO CLEARANCE FIREPLACES AND TERMINATION POINT FOR
0 z
GiUL�EN�JBURY
VERTICAL GONGRETE EXPOSED TO WEATHER: 5000 PSF
FLUE/CHIMNEY ACCORDING TO MANUFACTURERS 5PECIFIGATION5.
;
PROVIDE AIR ENTRAINMENT OF 5-7% OF VOLUME.
14.
MAINTAIN A MINIMUM OF 8" DISTANCE BETWEEN SIDING AND FINISHED GRADE.
" " .r
m
n
NQ W YORK
SLUMP TO BE NO MORE THAN 4" NOR LE55 THAN 2". 15. ALL DRAIN5, VENT5, AND SUPPLY PIPING MUST BE TESTED TO THE FOLLONING
i. CRITERIA: 5 PSI OF AIR OR 1 O' OF HEAD PRESSURE FOR A PERIOD OF 15
CONCRETE REINFORCING STEEL t. MINUTES 8 NATER SUPPLY SHALL BE TESTED 0 A MIN. OF 50 P51 AIR OR WORKING
E
PRE55URE FOR A MINIMUM OF 19 MINUTES.
LL CONFORM TO A.
S.T.M. GRADE 40. NEL
.PEP
WIRE FABRIC
M SH
1. REBAR SHA 114 16. HEATING DUCTS SHALL BE SECURED AND SEALED IN ACCORDANCE WITH THE
SHALL CONFORM TO A,S.T.M. A 16 S.
2. Y2" DIAMETER x 1 O" ANCHOR BOLTS 0 4' O.G. NEW YORK STATE ENERGY GODS.
5. #5 BAR VERTICALLY ® 4' O.G. TO WITHIN 6" FROM TOP OF NALL 1 7. COMBUSTION AIR REQUIREMENTS: IF THERE I NO COMBUSTION AIR SUPPLIED
TO GA5 APPLIANCES, INSTALLER MUST CERTIFY BASEMENT OR ROOM HAS
CONCRETE FOUNDATION WALL PROPER AMOUNT OF COMBUSTION AIR PER CODE AT FINAL INSPECTION.
15. GARAGE CONCRETE SLAB MUST BE 5LOPED TONARD5 OVERHEAD DOOR OR
1. OAMPPROOFING: ASPHALT/TAR TYPE COATING A GARAGE DRAIN MUST BE PROVIDED AND DRAIN `t'O DAYLIGHT/DRYNELL.
NATEKPKOOFING: RUBBER/ICE AND NATER SHIELD TYPE 111. ICE 8 NATER SHIELD UNDERLAYMENT REOUIRED FROM KOOF'5 EDGE A MINIMUM
OF 24" INSIDE THE EXTERIOR NALL LINE OF THE BUILDING MEASURED
DE OF
PE50RIPTION OF
SPACING OF FASTENERS
EDGE5(INGHE5)h
INTERMEDIATE SUPPORTS
[GRIPTION
BUILDING
FASTENER b,c,d
, MATERIA_5
14'_-0' - 1 6'-O' 2x J!2 ® 1 6"e, .G.
b d(INGHES)
Y2 GY SUM BOARD
1 Y2 GALVANIZED,
4 , y
Id`s �• a
"
ROOFING NAL;oD ,
50
5TAIR5
1�
COMMON NAIL'; 1 Yat
200
0
IN REGIONS NITH GROUND 5NON1 LOAD5 GREATER THAN 70 P5F SHALL BE DE5IGNED IN
_SGR5NS MyFE W ORS
z,
5/S Gy1F5UM BOARD, g
1 3/4 GALVANIZED
4
8
ROOFING NAIL; bD
COMMON NAIL; 1 5/ff
'
5CREW5 TYPE W 09 S
�._ RISER SHALL 8E A MAXIMUM 8 1/4"
1 IG AL DE51GN CRITERIA
CLIMATIC, AND GEOGRAPH
r
HORIZONTAL 5PAN SIZE/SPACING
>-- _ MINIMUM TREAD DEPTH SHALL BE q" --
WITH MINIMUM N051NG OF 3/4" -ANDA
60
O
1 ' - 1 1'-5" 2x5 ® 16" O.G.
MAXIMUM NOSING OF 1 1/4".
14'_-0' - 1 6'-O' 2x J!2 ® 1 6"e, .G.
ATTICS WITHOUT STORAGE
10
ATTICS NITH STORAGE
20
ROOMS OTHER THAN SLEEPING
40
SLEEPING ROOMS
50
5TAIR5
40
WOOD 5TOOF PETAL
200
0
IN REGIONS NITH GROUND 5NON1 LOAD5 GREATER THAN 70 P5F SHALL BE DE5IGNED IN
ACCORDANCE NITH ACCEPTED ENGINEERING PRACTICE AND AC5E 7-02 (AMERICAN SOCIETY
z,
W �
XI
PERIMETER DRAINS HORIZONTALLY.lu
]
1. 4" DIAMETER PERFORATED PIPE WITH FILTER FABRIC TO DAYLIGHT, DRYNELL, 20. FIREBLOCKING 5HALL BE PROVIDED TO OUT OFF ALL CONGEALED DRAFT OPENINGS ," I , ` :E Z lel
WOOD 5TRUGTURAL PANELS COMBINATION UBFLOOK UNDERLAYMENT TO FRAMING
(VERTICAL AND HORIZONTAL) AND TO FORM AN EFFECTIVE FIRE BARRIER BETWEEN OV u
SEWER OR SUMP PUMP A5 501E CONDITIONS AND SITE DICTATE. ' 1 iii' AND LESS 5P COMMON NAIL 6 1 2 SEES,
- W
STORIES, AND BETWEEN A TOP STORY AND THE ROOF SPACE. FIR=B..OGKING SHALL. SD COMMON NAIL° 6 1 2 5/4"x6" DECKING � � � � cfl to
BE PROVIDED IN WOOD -FRAME CONSTRUCTION IN THE FOLLOWING LEGATIONS. 7/8' 1 2X6 JOISTS 0 16" O.G. z Z=
A- IN CONGEALED 5PAGE5 OF STUD WALLS AND PARTITIONS, INCLUDING FURRED 1 1 /8"-1 A" 1 OD COMMON NAIL 6 12
d �Ci _ O
EXTERIOR GRADE5PAGE5, AT THE CEILING AND FLOOR SPACES. CONGEALED HORIZONTAL ®
1. GRADE SHALL DROP 6" IN FIRST 1 O' RUN FROM ALL SIDES OF HOUSE FURRED SPACES SHALL AL50 BE FIKEBLOCKED INTERVALS NOT EXCEEDING 1 O'.
-. a=TEL NAILS SMOOTH-COMMON,BOX EXGEPTWHER-c OTHERWISE STATED. �,`' ,'E 4x4 POST
I NAILS USED FOR FRAMING AND SHEATWING CONNECTIONS 5HALL HAVE A ' "" -';''� r,
BATTS OK BLANKETS OF MINERAL OF GLASS FIBER SHALL BE ALLOW=D A5 MINIMUM AVERAGE®ENDINGYIELD5TRENGTHSASFOLLOWS:50KSI FOR - Ll
4x4 P05T ANCHOR /0
' FIKEBLOGKING IN NALL5 GON5TRUGTED USING PARALLEL ROW5 OF STUDS OR SHANK DIAMETER OF 0.1 92"(2012 COMMON NAIL), 90K51 FOR.5HANK DIAMETERS
STAGGERED STUDS. LARGER THAN 0.1$2' BUT NOT LARGER THAN O. 111". AND 100 KSI FOR SHANK GRADE z dl
WOOD/FRAMING B- AT ALL INTEKCONNEGTION5 BETNEEN CONCEALED VERTICAL AND HORIZONTAL DIAMETERS of o.1$=" oR LE55.
+' b- NAILS 5HALL NOT BE PLACED MORE THAN 6" O.G. AT ALL SUPPORTS WHERE 0 2x6 NAILER LAGGED TO HOUSE =�
LUMBER GRADES ARE AS FOLLOWS: SPANS AR546"OR ZrREATER. I �
SPACES SUCH AS OGGUR AT SOFFITS, DROP GEILINC35 AND COVE CEILINGS. � � - � � +...
1. PURLINS, BEAM5, AND STRINGERS...............#2 5PF OR BETTER G- IN CONGEALED SPACES BETNEEN STAIR STRINGER5 AT THE TOP AND BOTTOM o- 4'xV OR 4'xq'SHALL BE APPLIED VERTICALLY. y RIM JOIST b HANGERS 0 1 6' O.G. Q -3 W
h „i,l. q d- SPACING OF FASTENERS NOT INCLUDED IN THIS TABLE 5HALL BE BASED ON 5" DIA. CONCRETE FILLED -
2. JOISTS AND RAFTERS..............................#2 5PF OR BETTER OF THE RUN. ENCLOSED SPACES UNDER STAIRS SHALL COMPLY WITH SECTION ;, TABLE R602.5 (1). 01 Z
3. STUDS .................................................# 2 5PF OR BETTER K 5 1 1.2.2 1 e- FOR REGIONS NAVING BASIC AIN125PEED OF 1 10 MPH OR GREATER, 512CONSTRUCTION TUBE
pp{ DEFORMED NAILS 5HALL BE USED TO ATTACHING FLYWOOD STRUCTURAL PANE- 130
4. BLOCKING AND BRIDGING .........................#2 5PF OR BETTER D- AT OPENING AROUND VENTS, PIPES AND DUCTS AT CEILING AND FLOOR LEVEL, ROOF SHEATHING TO FRAMING WITHIN MINIMUM 45"DISTANCE FROM GABLE END 4)
S. PLATES, SILLS CONTACTING
CONCRETE .......... PRESSURE TREATED 5PF OR BETTER TO RESIST THE FREE PASSAGE OF FLAME AND PRODUCTS OF COMBUSTION. WALL5, IF MEAN ROOF HEIGHT IS MORE THAN 25', UP TO 55 MAXIMUM.
6. P0576 AND SEAMS ................................. 5PF OR BETTER E- FOR THE FIREBLOCKING OF CHIMNEYS AND FIREPLACES. SEE SECTION 8602.5.1 "1' f- FORREVON5HAVINGABASIC WINDSPEEDOF 100 MPH OR LE55, NAILS FOR
ATTACHING WOOD STRUCTURAL. PANEL ROOF SHEATHING TO GABLE END WALL
'7. 2x6 TSG DECKING ................ FRAMING 5HALL BE SFACFP 6" ON CENTER. WHEN BASIC WIND SPEED IS
..................DECKING GRADE F- FIREBLOGKING OF CORNICES OF ATWO-FAMILY DWELLING 15 REQUIRED AT THE � '' :-1� , +-•. 1.
5. ALL J015T5 FRAMING INTO THE SIDE OF A SUPPORTING MEMBER (NOT LINE OF DWELLING UNIT SEPARATION. GREATER THAN 100 MPH. NAILS FOR ATTACHING PANEL ROOF SHEATHING TO MINIMUM BATHROOM FIXTURE GLEARANGEEi
BEARING ON) SHALL BE SUPPORTED BY SIMPSON U TYPE HANGERS OR " VISTINT6ANCE FROM
SUPPERS. EAVES,
BE SPACED 6" O.G. FOR MINIMUM N
'I I I ' DISTANCE FROM RIDGES. EAVES, AND GABLE END WALLS; ANE, 4" ON CENTER TO
EQUAL. ANCHOR EACH RAFTER AND/OR BOTTOM CHORD OF TRU55 TO TOP " GAELE END WALL FRAMING. F M TO A5TM G T 9 AND 5HALL BE INSTALLED )'
PLATES AT OUTSIDE WALLS NITH SIMPSON H 1 OR H2.5 TIES.
q. ALL BOLTHEADS BEARING ON WOOD, TO BE PROVIDED NITH 5TANDARD GUT
NA5HERS.
10. HEADERS AT EXTERIOR DOORS AND WINDOWS 70 BE 2-2X 10 UNLESS
OTHERNI5E NOTED.
1 1.ALL INTERIOR NALL5 TO BE 2x4 0 16" O.G. UNLF-55 OTHERNI5E NOTED.
1 2,PROVIDE SOLID BLOCKING OR STUDDING BELOW ALL BEAMS, POST LOADS
IN WOOD STRUCTURE TO FOUNDATION OR DESIGNED BEARING POINT.
1 5.HOLD ALL FRAMING MEMBERS 6" CLEAR OF EITHER 5112E OF NASTE DRAINS
AT TUB, 5HONER, AND TOILET.
1 4.DOUBl.E JOISTS 09 SOLID BLOCKING UNDER ALL PARALLEL NALL5 AND i
LLONABLE DEFLECTION OF STRUCTURAL MEMBERS ALLOWABLE DEFLECTION
STRUCTURAL MEMBER L/150
RAFTERS HAVING SLOPES GREATER
THAN 5:12 WITH NO
FINISHED CEILING ATTACHED TO RAFTER5 H/ 1 50
INTERIOR WALL5 AND PARTITIONS
FLOORS AND PLASTERED CEILINGS
ALL OTHER STRUCTURAL MEMBERS 0
EXTERIOR WALLS WITH PLASTER OR STUCCO FINISH
EXTERIOR WALLS -WIND LOADS WITH BRITTLE FINISHES 20
EXTERIOR WALL5-WIND LOADS WITH FLEXIBLE FINISHES
V /'t 1 r 1 V✓N•
BLOCKING: 16" O.G. ON BEARING NALL 32' O.G. ON NON-BEARING NALL5
1 5. NOTCHING REQUIREMENTS FOR EXTERIOR AND LOAD BEARING NALLS: OVERFRAMING (PIGGY BACK) SPAN TABLES
a_ ,+Inrr u a IU ant I» I I IAAC.FU2 anal 1 wnr 0 Vr.a-rn 'I ic, /]F TNF
DEPTH OF THE MEMBER, 5HALL NOT BE LONGER THAN 1 /3 OF THE
DEPTH OF THE MEMBER AND SHALL NOT BE LOCATED IN THE i
MIDDLE 1/5 OF THE 5PAN.11'-
B- NOTCHES AT THE END OF THE MEMBER SHALL NOT EXCEED 1 /4 THE
DEPTH OF THE MEMBER.- -- -
5 1
1 IG AL DE51GN CRITERIA
CLIMATIC, AND GEOGRAPH
I
HORIZONTAL 5PAN SIZE/SPACING
$,
60
UP TO 011-011 2x6 ® 16" O.G.
1 ' - 1 1'-5" 2x5 ® 16" O.G.
1 1 -6" - 151-1 1 11 2x 10 ® 16" O.G.
14'_-0' - 1 6'-O' 2x J!2 ® 1 6"e, .G.
G- THE DIAMETER OF THE HOLE5 BORED OR GC
UT INTO MM5ER HALL I
NOT EXCEED 1/5 THE DEPTH OF THE MEMBER. I MINIMUM UNIFORMLY DISTYRIBUTED LIVE LOAD (P5F)
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- NHERE THE MEMBER 15 AL50 NOTCHED, THE HOLE SHALL NOT BE
CLOSER THAN 2" TO THE NOTCH.
1 11 DOUBLE JACKS 5TUDS AT EACH SIDE OF OPENING GREATER THAN 6'.
17- PROVIDE SOLID BLOCKING/BRIDGING OR 09055 BRACING BETNEEN J015T5
AT ALL JOIST MIDSPANS.
15- ALL CANTILEVERS TO BE A 5:1 RATIO. 5x SUPPORTED, 1 x UNSUPPORTED
g- GYP5UM SHEATHING 5HALL GON OR I Ib
M •, ICI IN ACCORDANCE WITH GA 255. FIBERBOARD SHEATHING SHALL CONFORM TO I I l I
A5TM G 205.. ,'•'� I'
h- SPACING ON FLOOR SHEATHING PANEL EDGES APPLIES TO PANEL EDGES _ . 1'-3 ' 4" 4° 21, 4"
SUPPORTED BY FRAMING MEMBERS AND AT ALL FLOOR PERIMETERS ONLY. ,y
P 5PAGING OF FASTENERS ON ROOF SHEATHIN PANEL EDGES APPLIES TO s'U ,z'�'L
PANEL ECIC -95 SUPPORTED BY FRAMING MEMBERS AND AT ALL ROOF PLANE'`
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PASSENGER VEHICLE GARAGES
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UNAUTHORIZED ALTERATIONS OR ADDITIONS TO THIS
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THO 30/OCNGRIY GON9l9[VA770N GONOTRGGT/ON
cone OP NA" YORK OTATG
COPYRISMT 6 20 14 BY WILLIAM6 F WILLIAM6
ONSISNORS. ALL 1%H/HT6 RESORVOD, ALL WILLIAMSF SEAL:
WILLIAM6 DEDION AW PLANS HAVE BOON ROOISTOROO
WITH THE UNITED STATES COPYKIOMT OFFICE, THIS [ D Q O o'I
PRAWINd, 10 AN INSTRUMENT OF SERVIGl AND MAY [r v 6 74
NOT BQ ALTIERED, RlPRODUCIED, COPIED, OR USED
POR CONSTRUCTION WITHOUT THE WRITTEN
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PERMISSION FROM WILLIAMS F WW.IAMS DlSNFNORS.
UNAUTHORIZED ALTERATIONS OR ADDITIONS TO THIS
PRAFUNS 16 A VIOLATION OF THE NEW YORK STATE
N 6'DUCATION LAW, ARTICLE 146 SECTION TZOLI. PO 1
I NOT SCALE THOSE DRAMN66. THEY MAY NOT K TO II
�. EXACT SCALD. USE ONLY THE DIMENGION6 SHOWN.
wr,
I x APPLLIIABLE BUILPINO COPIES TO ENSURE THAT
PLANS AND DETAILS CONFORM TO ALL is
REOUIRNMENT6. THEY SHALL VERIFY ALL DIMENSIONS
BEFORE PROCEEDINS WITH CONSTRUCTION AND
SHALL NOTIFY WILLIAM6 F WILLIAMS POISONER* OF
ANY DNICREPANCIES BEFORE WORK 15 PERFORMED.
I NIERS DNA" NOT BE
1 MSF WIL
LIAMS DO6 S
WILL A
'i NALGO
OTS OR
ROS
FOR
ANY ADPITIO
STRUCTURAL PROBLEMS ROOULTI1146 FROM FAILURE
1 TO FOLLOW THESE
PLANS ANP DETAILS. I.
I
II