1987-918 s:+r.,s-,-. �f'0.;r*`.'wbfi�" lars�P. RF'�u+'�'. "y@ �Y. r....� . _.. .'t' ..` l ,r;.�..,,..� .A[. �. :•�,f�.�..- .' _ .,. .>
1
CERTIFICATE OF OCCUPANCY j
TOWN OF QUEENSBURY
r
f WARREN COUNTY, NEW 'YORK
i
Daft F 2 ay 3 19
This is to certify that work requested to be done as shown by Permit No. 91 S
�I
has been completed.
r
}This structure troy be occupied as a of Two Family Dwelling
i
5 Queen Anne Court — Queen Victoria ' s Grant
Owner Guyer Builders Inc .
1
By [order Town Hoard
TOWN OF C31IE81VSSUItY
i
f
� ^� t'.�','�JG' { `���•f�" 1. � )
Building & Zoning Inspector
i
BUILDING PERMIT �
TOWN OF QUEENSBURY No. 87-918 tz
CD
WARREN COUNTY, NEW PORK
IU
PERMISSION is hereby granted to Queen Victoria ' s Grant: i
OWNER of property located at 5 Queen Anne Court Street, Road or Ave.
in the Town of Queensbury, To Construct or place a of Two Family Dwelling
at the above location in accordance to application together with plot plans and other information hereto filed and
approved and in compliance with the Town of Queensbury Building and Zoning Ordinance.
to
1 . OWNER'SAddressis Guyers Builders Inc , c
119 Dunning St . n
Ballston Spa , N . Y . 12020
r•
2. CONTRACTOR or BUILDER'S Name
Same to
rt
N
3. CONTRACTOR or BUILDER'S Address r'
Same
4, ARCHITECT`S Name
In
r>
G
fD
5. ARCHITECT'S Address
G
G
to
n
6. TYPE of Construction — (Please indicate by X) c'
C
rot
i xl Wood Frame ( } Masonry { I Steel
7. PLANS and Specifications
r
No. 29 ' x 56 ' as per plot plan , specifications and application including
septic system and attached one car garage . MODEL A
0
8. Proposed Use
OF Two family Dwelling H
$5 . 99 C /O
$ 82 . 00 PERMIT FEE PAID — THIS PERMIT EXPIRES July 1 , 1988
(If a longer period is required an application for an extension must be made to the Building and Zoning inspector of the
town of Queensbury before the expiration date.)
Dated at the Town of Oueensbury this 31st Day of }December 1987
SIGNED BY . for the Town of Queensbury
Bu Iding and Zoning Inspector
TU riE 1.:L1:YlYLC'SL`.L a ai.rrwa. urra .
iL" .v ..
�' Application No . , 1
+ ✓(I40" a IQL*enji"ry Permit Issued
6LNLDING and ZONING DEPARTMENT Permit Expires 19 ..'
Hay and Haviland Road, R.D. 1 Box 98 Zoning Designation ( , To 2 r 1987
Queensbury, New York 12801 Variance No .
Site. Plana Review No . rt� 11L_` ' ; ' ,:C_ c_.
Approved by : P 77
APFLiCATION FOR
BUILDING AND ZONING PERMIT °
A PERMIT MUST BE OBTAINED BEFORE BEGINNING CONSTRUCTION . ANSWER ALL OF THE FOLLOWING .
The undersigned hereby applies for a Building Permit to do the following work which will
be done in accordance with the description, plans and specifications submitted, and such
special conditions as may be indicated on the Permit .
The owner of this property is : Guyer Builders _ Inc _
P. O. Address 119 Dunning Street Ballston Spa , New York 12020 Tel . ( 518) 899-9161
Proparty Location : 5 Queen Anne Court __ Tax Map No . 121 4 2
Street number or building lot number
subdivision raune ( if applicable) Queen Victoria ' s Grant
THE PERSON RESPONSIBLE FOR SUPERVISION OF WORK AS REGARDS BUILDING CODES IS :
Richard H. Guyer III ( 518) 899-9161
blame ,._.�. - P . O. Address Tel . No .
Name of builder Guyer Builders , Inc =Address 119 Dunning Street Tel . ( 518) 899-9161
Name of plumber Guyer vullders , nc •Address ree Tel -
Name of mason Gwyer HMaersv InCeAddress g eet Tel . -
NATURE OF PROPOSED WORK : ,. ZONING INFORMATION :
3'{ Construction of a new building " A PLOT PLAN MUST BE PREPARED AND SUBMITTED,
Addition to a building * drawn reasonably to scale and attached hereto ,
Alteration to a building * showing clearly and distinctly all buildings .
aft"Noffloo(no change to exterior dimensions ) " whether existing or proposed and indicate all
Other work (describe) * set-back dimensions from property lines . Give
* street and number or lot number and indicate
DEMOLITION PERMIT , STATE SIZE AND * whether interior or corner lot . Show Location
FOR
LOCATION * of water supply and location and configuration
STRUCTURES AFFECTED.
of septic disposal area .
* COMPLETE INFORMATION REQUIIREDp aIQW .
* Size of property 100+ pg� ft X 120 €t .
* Existing building ( s) Size ft X�—ft .
IF
PROPOSED BUILDING AND USE ; of � * Existing buildtng (s ) Use N/A
Size of new strut a 29 ft x 56 ft "
Foundation-pier slab crawl/partial/full * Proposed building , dist ice from property line
circle one) * see pfot pan
No . of stories (habitable space) 1 Front yard 30+ ft Rear yard 30+ ft
'Side yards�s+ ft and 15+ ft
Height (grade to ridge ) 171 - 0" ft , *
* If on corner , setback from side street ft
If residential , noo of families of 2
Noo of rooms (excluding baths ) Z * OCCUPANCY INFORMATION
)No. of bedrooms —
,� PRIMARY .BUILDING - I
oo of bathrooms One family dwelling This e f r 4
trimary heating system se ar e ectric* {'"Two family dwelling one
s� � •
Type of fuel Electricity * Multiple dwelling / Number of units
Noo of fireplaces to be installed permanent occupancy
Will a wood stove be installed?
NO * Transient occupancy
Central Air conditioning? Business
. BUILDING STYLE, PRIMARY STRUCTURE * Industrial
* Other '
Ranch Contemporary Lo cabin * if addition , what will use be?
Raised ranch Mansion Duple
split level Old style Bungalow
Cape Cod Cottage Other * ACCESSORY BUILDING!
Colonial Row Town house * Detached garage/one car/ two car/ car
( CIRCLE ONE PLEASE ) * _Attached garage/one car/ two car/ one car
* r ,r w w + s * * +r * * +► * * * * * Private storage building
ESTIMATED MARKET VALUE OF * Other
CONSTRUCTION
UE"ORMATION ON _ SUILDING SPECIFICATIONS , ON REVERSE SIDE OF THIS 'SHEET. TO BE COMPLETED !
Form SPA 4/86 and-vl
$UII.DINC, FERMIT APPLICATION CONTINUED
BUILDING SPECIFICATIONS *
Type of construction , wood frame , fire safe , etca
wood frame
Will any ,second-hand or ungraded lumber be used? If so, for what? no
Foundation wall material concrete block Thickness
Depth of foundation below grade (to bottom of footing ) „ minims
Will there be a cellar? TkO Heated or unheated? Floor sq. footage sq ft
Will there be a basement? no Will any portion be used as living space?
( I€ so, what por 146ift�PD . ft . -- - Type of use?
Type of roof - slope latzshed%other Material of roof Fiberglass s es
Size . wood studs "3i 6 '" spacing 4 "o . c . length 8 ft. exterior walls
Joists ( floor beams ) lst . floor N/A - "x Is spacing '"a . c . span N/A ft .
.joists ( floor beams) 2nd , floor 'X spacing "o . c . span N A ft .
Cverlays (ceiling beams ) "X ," spacing 24 "o . c . span N/Aft.
Roof rafters 2 fix 10 '" spaci— ng fit+ o . ,c . span 14 ft .
Roof trusses (pre-engineered) spacing14 '"o . c . span 42 ft .
Exterior wall finish stained Of what material? 5/80" x 4 ' x $ " texture 111
Interior wall finish pin sTWetrock
If a garage is to be attached , describe materials to be used for FIRE SEPARATION :
1 /2" type "X" sheetrock
Is there to be an opening between garage -sand dwelling? Yes _ If so will a Fire-rated
door , enclosure, and self-closing device be provided? yes
Will a flue-lined chimney be installed? No Height above roof N/A ft .
Depth of chimney foundation below grade N A ft ;
Depth of fireplace hearth N A ft . in .
Water supply - Municipal or private well municipal
SEPTIC SYSTEM Distance from ANY private well ( including adjoining properties NIA ft ,
(A separate application is necessary for a re air or new installation of septic system)
See S . P. E. D. S . perma.t # M252 _
Town of Queensbury
County of Warren A F F I D A V I T - - - . - STATE OF NEW YORx
I swear that to the beat of my knowledge and belief the statements contained
in this 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 CODE . THE ZONING ORDINANCE , and all other laws pertaining to
the proposed work shall be complied with, whe
therecifi or not, nd that such work is
authorized by the 'owner .
SWORN TO 84EFOR.E ME THIS signature _, ] er 8 agent , r - ize , caMtraator
P day of ice'" C4-r� 19 j
PATRICIA E. FURPNY
oZtA Notary Pubiic, State of New York
1iQt+tLy Public , •• , N . Y . "-.lifiea in Schenectady County
4717048
r r * • * * • w : - * * re sr � �► w * CbmMr:s'�iorRE��r�s S'ep�- �, �`9d.D " '� w * * * * • * * * * s w
SPEC L CONDITIONS OF THE PERMIT :
1020 Square feet living
264 Square foot garage - one stall
1284 @ $7 . 00/1000 0r part of
$5 . 00 One stall garage
$5 .00 C/O iperadt
Total
rr Arr
TOWN OF QUEENSBURY
WARREN +COUNTY , NEW YORK
Application for : BUILDING PERMIT IN COMPLIANCE WITH THE NEW YORK
STATE ENERGY CONSERVATION CODE
A permit must be obtained before beginning work .
ANSWER ALL of the following :
1 . Gross floor area 1020 8 • F •
2 . Type of heat Baseboard electric
3 . Is the building mechanically cooled ? No
4 . Percentage of area of windows and doors 10 * 6%
A . Over 16 % Only
1 . UQ value of gross area of walls , roof /ceiling and floors
exposed to ambient conditions
2 . Floor over heated spaces YES NO
a . Are foundation walls insulated ? YES NO
1 . If YES , what is the R value ?
3 . Slab on grade YES NO
a . If YES , what is the R value of insulation around
perimeter of floor ?
4 . Is basement heated ? 'YES NO
a . R value of insulation
5 . Type of insulation
B . Under 16 % Only
1 . R value of roof and floors exposed to ambient conditions.
R-38
2 . R value of exterior walls )000= R. 23 . 5 UW. 0 . 04±
3 . R value of glazed area U . =0 . 30
4 . R value of doors R-14 . 9 (U . = . 60)
5 . R value of floors over unheated spaces N/A
6 . R value of slab edge insulation - unheated slab N/A
7 . R value of slab insulation - heated slab 12 . 5
8 . R value of heated basement / cellar walls ( above grade ) N/A
9 . R value of heated basement/ cellar walls ( below grade ) N/A
10 . Type of insulation Fiberglass
C . Controls
1 . Thermostat maximum heat setting
D . Duct Systems N/A
1 . Is duct system installed in unheated spaces ? YES NO
a . If YES , R value of duct installation
b . R value of duct in other areas
E . Piping Insulation N/A
1 . Size of hot water or cooling carrying agent pipe
2 . R value of pipe insulation
F . Service Water Heating
1 . Performance efficiency N/A
2 . Temperature control setting maximum
G . For Swimming Pool Only
1 . Maximum heating N/A
Telephone No . (
518 ) 899-9161
applic nt ' s sign ure )
Vd
t
APPLICATION FOR SEPTIC DISPOSAL PERMIT
Ref : S . P . E .D. S .
j3ATS October 1 87 permit ,#
ML)DEL A of A/J New York - 0202525
LOCATION OF PROPERTY FOR INSTALLATION 5 Queen Anne Court
Owner's Names Oyer Builders , Inc . Telephone: ( 518) 899-9161
Addresss 119 Dunning Street , Ballston Spat New York 12020
Installer's Name: Guyer Builders , Inc Telephone: ( 518) 899-9161
2 At Co E , I , J, K; L, M
Number of bedrooms (residential only) 2 3 F , G, H
y • Total daily flow (compute @ 150 gal per bedroom) 300
Topo ,Rraphg: circle one: Flat Rolling Steep Slope 9ii of slope
Soil Natere: circle ones Sand Loam Clay Other / Depth: 8 feet +
Caimad Water; At what depth? unknO'wn '$' feet +
Bedrock or Impervious Materials, At what depth? unknown feet
Percolation testa* circle one; not requsre required / rate min. inch.
Domestic water supply. circle one: Municipal Well Other
IF domestic water supply is a Wells
Separation: Watersupply from Septic absorption N/A feet
* PROPOSED SYSTEM: Septic Tank gal. (minimum size: 1,000 gal.)
TILE FIELDS Each Trench N/A feet / Total system length N/A feet
* SEEPAGE PIT(S)s Number of / Size each feet by feed
Size of stone to be used # / Depth or Thickness feet
* * # * # * * * * * * * * * * * # * * * * * * * * *
IMPORTANT * See S . P.E. D.S.
eeaPlease.»LiST NEW EQUIPMENT TO BE INSTALLED permit & attached
+s * s * * * * * * v * * * * * sasses * * * * * * s * * * * s * * * * s * sss map .
(over)
J
.0
Suction 11 Septic System Inspectionsi
A. All applications for septic system installation, alteration or repairp as
required by the Town of Queensbury Sanitary Sewage Ordinance, shall
be submitted to the Building Department at least 24 hours before start
of construction and shall include a plot plan showing:
1.) the propose4 .location of the $ystem
2.) location and distance to lot lines
3.) location and distance to structures
4.) location and distance to any water supply
So) size and dimensions of all tanks, distribution
boxes, tills fields and/or drywells
B. No system shall be covered before inspection and approval by the building,
Inspector. Failure to comply with this requirement may result in the
uncovering of the system by the installer and a fine of up to $250.00.
Co An approved copy of the plot plan shall be available on the construction
site. Failure to produce said plot plan at time of inspection may result
in an in work stoppage.
D. Should unforeseen problems during construction prevent proper installation,
alteration or repair of an approved system, a new proposal must be submitted
to the Queensbury Building Department before further constructions
1 Have read the segulatUMM above a" agree to abide by these and all requiremeats
of the Torres of Queensbury Sanitary Sewage Disposal Ordinance.
Signature of.responsible person:
I]ate:
Town of Queensbury
Building and Code Department
Bay at Haviland Road
Queensbury, New York 12801
(518) 79z-5832
r. n 170001 WnuF nF a 44 RF MTV - - A Rnnn PI ♦CF Tn 1
MIDDLE DEPARTMINJ INIPAiMON AGENCY, INC. [�2,r�
g n //
eraiir - '/['. aatu May 2 , 1989
Certlftee; that e" dial
�� qulpmement listed has been el".ICB approved as being in accord
with the National Elect Kplicable governmental, utility an V S.
Owner: Guyer Builder p
ws
occupant. Single Fami G7
t1 p�
Location: S Queen Anne a $b artffiCete t IeC ric ipmenl and inafe Nation ins patted hit,
dwri if adtlitlOnal ui 1 be introduced or alterations made to
e:lst ing ayatam thi Ice be null and void, and application for
Equipment: 80 Outlets ; ecep Cac les ; �i G �j�C�� � !nepec ion sheuld au6mitt p 11y 10 Irl Agency.
150 Am Servic A 1 , __ce3 ! �4lgar of lhia ce ilcale ah kt nt aama to hie property msu ranee carrier
P pp �" agent orcpmp y} as ewi c "Hication of eiectrlCea
as spacilled- aqulpmanl approved
Guyer Buiide �il!!� SFJtCE '1 3 -!/
Applicant; 119 Dunning Stre o. 15-020569
Ballston. Spa, NY 1
FIN No. M EL 1 d3 - �V
.Jowr: o� �ueen ,3hur�l
BUILDING and ZONING DEPARTMENT
Bay and Haviland Road, R. D. 1 Box 98
Queensbury, New York 12801
BUILDING INSPECTOR ' S REPORT
NAME
LOCATION
Date Permit No .
✓ = APPROVED - YES NO
LP66ting/Pier Forms
Foundation
Waterproofing
Backfill
Framing
Roofing
Siding
Masonry Veneer
Rough Plumbing
Relief Valves
Ext . Porches
Finished Floors
Interior Trim
Stairs & Railings
Cellar Drain Tile
Concrete Floors
Plbg . Fixtures
Gar _ Fireproof ' g
Door Closers
Smoke Detect s
Chimney
INSULATION :
Foundation
Floors
wails
Ceiling
FINAL ELECTRICAL INSPECTION
DRIVEWAY APPROVAL
Final Building Survey .�
Next scheduled inspection (call when ready )
Remarks-
Buildin Spector
6/86 and-vl
TOWN OF QUEENSBURY
BUILDING AND CODES DEPARTMENT ,✓J
BAY & HAVILAND ROADS / /
QUEEMSSBURY, NEW YORK I2$pq�
TELEPHONE (518) 792-5832
BUILDING INSPECTOR ' S REPORT
REQUEST FOR INSPECTION RECEIVED
NAME
LOCATION '
DATE / 7_ PERMIT #
APPROVED
YES NO
FOOTING/PIERS
MONOLITHIC POUR FORMS
FOUNDATIONIDAMP� PROOFING
BACKFILL APPROVAL
ROUGH PLUMBING
FRAMING
ELECTRICAL ROUGH--t?u*
�ULATION:
FOUNDATION
FLOORS
WALLS -y
CEILING
FINAL INSPECTION: .�
CHIMNEY HEIGHT
ROOFING
SIDING
EXTERNAL PORCHES/STEPS
STAIRS-CLEARAIVCE & RAILS
PLUMBING FIXTURES/RELIEF VALVE
INTERIOR TRIM/PRXVACY DOORS
FINISHED FLOORS
GARAGE FIREPROOF,'?NG
DOOR CLOSER(S)
SMOKE DETECTOR�b
FINAL ELECTRICAL INSPECTION
FINAL APPROVAL , 3F CONSTRUCTION
A SIGNED CERT FICATE OF OCCUPANCY MUST BE
OBTAINED FROM THE BUILDING DEPARTMENT .BEFORE
THESE PREMISES ARE OCCUPIED!
REMARKS:
INSPECTOR
TOWN OF QUEENSBURY
BUILDING AND CODES DEPARTMENT
BAY & HAVILAND ROADS
OUEENSBURYe NEW YORK 1280,q.
TELEPHONE (51 8) 792-5832
BUILDING INSPECTOR ' S REPORT
REQUEST FOR INSPECTION RECEIVED f
7 -
NAME
LOCATION S ( �Jis /!h✓
DATE ,,? `3 PERM-TT �^
# 67 !9/dF '—
APPROVED
YES NO
FOOTING/PIERS
MONOLITHIC POUR FORMS
FOUNDATION/DAMP^PROOFING
. ACKFILL ,APPROVAL
L**/ROUGH PLUMBING
t-oofRAMXNG
ELECTRICAL R GH-IN
INSULA TION:
FOUNDATION
FLOORS
WALLS
CEILING
FINAL INSPECTION.
CHIMNEY HEIGHT
ROOFING
SIDING
EXTERNAL, PORCH92i TEPS
STAIRS-CLEA13ANCE RAILS
PLUMBING FiXTURESj ELrEF VALVE
INTERIOR-' TRIM/PRIVY DOORS
FINISHAD FLOORS
GARA5 FIREPROOFING
DOG, CLOSER(s)
SM KE DETECTORS
FIN L ELECTRICAL INSPECTION
FI AL APPROVAL OF CONSTRUC2'4 UN
A SIGNED CERTIFICATE OF OCCUJANCY MUST BE
O AWED FROM THE' BUILDING DEPARTMENT BEFORE
THESE PREMISES ARE OCCUPIED!
REMARKS: r
rNSPE TOR
�.rvtun o� �ueerrs �ur�
fi BUILDING and ZONING DEPARTMENT
�l Bay and hlav'sland Road, R. D. 1 Box 98
Queensbury, New York 12801
BUILDING INSPECTOR ' S REPORT
NAME
LOCATION C + +
Date/ Permit. No .
✓ -
Footing/Pier Forms APPkOVED YES NO
Foundation
Waterproofing
Backfill
Framing
Roofing � -
siding +
Masonry Vene r
Rough Plumbi
Relief Valves
Vxt , Porches
Finished Floor
Interiotr \
Stairs
Cellar.
Concret
l'Ibg . F
C;ar . Fipoor ClSmoke DChimney
INSULATFoundat
Floors
Tina l l s
Ceiling
FINAL ELECTRICAL INSPECTION
DRIVEWAY APPROV %L
Final Building Survey
Next scheduled inspection ( call when ready )
Remarks-
Building Spector
G/86 and-vl
BUILDING and ZONING DEPARTMENT
Bay and Maviland Road, R.D. 1 Box 98
Queensbury, New York 12801
SEPTIC DISPOSAL SYSTEM INSPECTION
NAME
LOCAT I ON_�`J
DAT£ _L_/ PERMIT NO. 7- M
SOIL TYPE - Loam - Clay --
Percolation Test Required? YES - NO
Percolati rate - Min/Inch
TYPE of SYST
Absorption fi ld , total 1 gth
Length of eac trench
Depth of trenc es '
Size of gravel_
SEEPAGE PITS{N er of)
Size- _ft. X ft.
Gravel Size
PIPING : Size Type
Bldg * to tank jS/ " !v
Tank to diet box � T <r
Disto box t field/P t y �
` openings s aled? E NO Partial
LOCATION SEPARATIONS :
Fouxxdat on to tank ft.
Founda ' on to absorption ft .
Absorp ion to lot line ft.
Separa ion of pits ft.
LOCATI OF SYSTEM ON PRO RTY (carcle one)
Front _ Rear - Left side - Right side -
CCMMENTS :
S
J�wfIdAg'i5wpector
01/86 and vl
if
own o/ Q04een3ls"ryt
BUILDING and ZONING DEPARTMENT
Bay and Haviland Road, R. D. 1 Box 98
Queensbury, New York 12$01
BUILDING INSPECTOR ' S REPORT
NAME �^LOCATION
- S
Date '�� Permit No .
-
Footing/Pier Forms APPROVED YES NO
Foundation
Waterproofing
Backf ill
Framing
Roofing
Siding
Masonry Veneer
Rough P1umBing
Relief Valves
Ext , Parches
Finished Floors
Interior Trim
Stairs & Railings
Cellar Drain Tile
Concrete Floors
Plbg . Fixtures
Gar . Fireproofi
Door Closers
Sm�oke� Detecto
G00 CN AT
oundation
Floors
Walls
Ceiling
FINAL ELECTRICAL INSPECTION
DRIVEWAY APPROVAL
Final Building Survey
Next scheduled inspection ( call when ready )
Remarks--
Bu in pec for
6/86 and-vl
z
L . H _ RUTLAND JR . P.E .
815 SARATOGA RD. BURNT HILLS, N .Y. 12027 45181 399-6560
RESIDENTIAL
AND
LIGHT COMM.
SUILDING
DIYSIGN
STRUCTURAL
INSrccTIONS January 19 , 1989
SEPTIC SYSTEM
DESIGN
Jack Siebert C COPY
Curtis Lumber Co . FILE
Ballston Spa , N . Y . 12020
Re : Trusses for Lot #$/7
Queen Anne Ct . , Queensbury
Dear Jack :
I have reviewed the computer print-out entitled Job
#87-803 dated 9/28/87 and indicating Job 1D AJ MODEL , SHEET
3 of 3 . I have also reviewed the photos of the effected
trusses . ( Copies Attached )
First , the design calls for a 511x5" plate at the ridge
joint . A 7 "x8 " plate is supplied . This has the effect of
increasing the number of plate teeth in contact with the top
chord and web member .
Second , from the pictures , it appears that the damage
to the plates is only in the area not in contact with the
wood members .
Unless there is evidence of the plates being separated
from the truss members , the damage to the plates as shown in
the photos should not diminish their ability to carry the
design loads as noted on the computer print-out .
Since an occurence such as this has the potential for
creating an unsafe situation , the installatin methods must
be modified such that the plates that overhang the members
at joints are not damaged .
r
-2-
If you have any questions , please feel free to call me .
Sincerely ,
L . H . Rutland , Jr , P . E .
Enclosure
LHR/dm
WARNING:
001W LOAD JT AERCT AN W MIA LEN -FORCE MBA LEN FORCE AM FORCE MBA FORCE LUMBER SOLUTION READ ALL NOTES ON THIS WET
13F LLD $0. PSF 1 -1241. 31509 1- 2 twin 379S 7- 1 Llit 4457 2-I1 4140 4- S 1398 IV HIS 4101(85Pa A COPY OF THIS DRAWING TO Of GIVEN TO
I51" OLD 10. WfS14 11 547L 5.93e 2-2 L21 }T2 1- 1 1.16 2892 2-LD 3S34 ' S- 9 -I175 Bat 2X6 42MO SPt ERECTING CONTRACTOR,
SOT LLD 0. Pilo 7 1731. S.50t 3- 4 L21 i614 3-10 1150 -t55 3941"-22GS $- 1 1573 yFf7 2XI +39ITSr.
SOT Ole 1 PSF 4- S LYrQ05 10-1t L2T w3440 1- 1 1711 6- 1 -162
j MR OF LO D INC 1. 1S 5- 1 LST -4435 1t- t 1.4r-5337 EXCEPTIN WEBS DESIGN INFORMATION
SPACIIIG 24.0 IN SIC JIM 7 7.17 -415ff 241 214 42OKO5P. Thadrsitn sfaran ndriduA:6uddrs pamntat4
. 2=13 Ut 4209W. ha been based on w4mison providr4�y thedwrid,
AO�ITIONAL LOAD The4ngnerJwWmsanyrespnsibiliEdamages
JT L13 M34 PLF . a a mull of faulty or incorrect information aprcdic
NONE NONE - k A 7 � � 1 p �■ rwnsandtwdesigmfurnishedtothetrussdnirn4
't {tE� CAI . 42� AT the client and lhSCWrKinrte a Accuracy of this mfa,
oration as is may relate to a speafc prop aid xrRfs
no rra"bidity or exercises no Control with retard in
fabrication, handling, shipment acid itistagniott of
trusses.The truss has heart designed it so individual
building complement a arrorlism with 'TPI-4S"And
"NMlido' to ba incorporated a part of the bwl g
- deign by a "ing Designer(regaled architect or
pdpsional engineer).When resrwrd for Awavallry
the buddi rs designer,the deign bad rig;shown bruin
i be chested to he sure that the data tfwwnate in agree-
+ meet with the local buatiingcoden,kcikhmatic retards
NOTES for wand or sews kuilt.prayers epncdcatam or spscid
Ihr dnrgn assumes comprnS an chords
} Tress dnitfl f uer 11 sups,4E ffr4dig sg liritrtal rennet �+111g applied bads..
of (tops button)art rommuou.ly braced by sheathing
Prgrt4*i
tartest otherwise spenf+ed When bottom clsordi cis
tension art ter fully hexed laterally by A Properly Ap-
0*4 rigid enbog,they should lit braced at a mammon
t spacing of for-4r 0.t
r`
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& ttTLFt OM OIL On- go CON QJfl SFRN 42- a— a (FT. INCHES, 16 rSI
Tibia will mdirnes my nik in the design d this mdirs.
FILL nATEJ TO it TEE-UX T-610 120ga1 UNNIECTIA3 UNLESS 01MFFN131 IWTtIk dual brditng componert only.based sport the tprcrf.
JT PLATE _ _ JT PLRIE _ JI FIRTE_. _ JT PLATE R Ptf4TE
cartons shown here and an the attached pnntoisc I
t S,002 LOG S S.00T lot 5.G0T 5.00 S SIM LU 1 Loan Loa S 5.0Gt L00 .11Osy `$�' $Q� disclaim responsibility for be PLm, specdrpotA s, or
2 1 M 84001 3 L 001 5.00 6 1.50Y 4s M S 5.30Z L 00 10 L =1 LOG when documents that may lit used to Ir rarporaae did
7 L 0Gi12,06 9 L M IG.GO 11 L GGE Loa Q RTE 9/'Z B/B j component into i tuildmt deign.
JOB 10 HAODEL The informatnn show"on this sheetispropne-
SH,EE1 3 OF I. taryinformation andshailnot becopiedin whole
or in part without obtaining permission tram the
desigiler.
FABRICATION NOTES Specdnik If individual trust unit requires molt than one true. Trusses are to be handled with Particular cart doling bandies BRACING WARNING
trues shall be (Abrirated as a separalr unit then nailed ar belted and budlin;*livery and installation to amid damage Trm- Bracing shown 0n this drawing is not rrectxm bracng, +Cod
Prior to fabrication, the fabricator shall trvirw this drasnng to rugriher as nerd.Dwblr tuaen web members shin mrel at the porary and permanent bracing for holding busses in a rtraighr brains,portal bracing or similar bracing which u a part of tie
verity that this drawing is a conformance with the fabrtrator's cenrnord of the wets unless whitrvnse shown,Connesor ptair And plumb poutson and for resisting latnal form than be budding design and which must be camrdered by Ilse lending
yL Md to realireacaasercurg responslbrhay tin such verificA- simartmimmun simbasedamihr fortnshmwn and maymed designed aid installed by others.Careful handling A esrniial dMigner.BeFeint show far LcrrAl support of true menibKs
layer Awy dascapancin arch be put in writing teforeruttins or to be incrraad in sit for certain handling assillor erection and election bracing is always required. Nwnalprcausionary on) to itducr 6utklins kn th- Provnrom must be made to
labotsho - Common" pfaws Shan be manufActuaed from t0 steresev. the truss a not to be fabricated with fire retardant Action for trvssatrequires suchumporary brAcirisduring utstal. Atxhar lateral bracing of r s on spmfiad locations mquwea
gaunt galvanised steel Melling ASTM A446.77,Grade A,hat rrestnllumbee unleuotherwise shown.Forsddttimul nforme- Loon between trusts ro anwf to"Ims and domirwing. The Additionsirlbratinji of tbrorrraii strunurr mayberequired.t5ee
dipped salrntised unless whttwae shown. Plan stun not be lion oe Quality C-ontrd read'Qualiiy Standar4 for Metal Plate supervision of erection of trusses shag tic under the control of 1 W7-74of Ulf for spenhr trvssbt.dog cxquirrments,aanlan
inssalydater4acwhoks,t,voa ardatonedgrAin Membereshdf Conmened Wood Trusses.G!S-T-i6 and TFIRrcmnmeided Code twines experienced in the bstatlaeius of trust"-Profenionaj b,d3ns sksigns. (Truss Plate Institute, TI'L is located at 56S
be nay for tight fitting wood to woad haring.Cortmed"plats of Standard Prachrr--" advice shill be soughs d needed D'Onven Drive,Madison.Wisconsin 53719).
steal be located on both faces of the trust with "Pis fully Concentration of ronrtryctiort bads greater than the drsisn $PLICFS
imbedded ant shin be symrtecrr about the pint""other- PRECAUTIONARY NOTES loads star nor be Fool end ra trusses at any time.Na Iwds ells
wine shown.A }ai plate a T wde x 4'iwsn A aas plate is 4" than the wcisht of the erxmrs than be apo"to tenses ants) LOCATE 1N PAh1EL'SPLICES AT AFP9OX IA OF FANEI,
\ wndt a rfats. Sbia Qsofesl sun parallel to the Platt length A0bracinganderectionnronrtwtdatianaantvbefalowrdis After Afasteningandbracingiscompletrd LENGTH FROMADIAC'ENTJOINTAS SHOWN ONTRLW
\ accardiviv with 'fkarieg of Wood Trimm BtYT-76 of TYL ORAWRIC.
REFERENCE DRAWINGS
ANNE
Ll
ool
5A SITE UTILITIES
SEPTIC 4 WATER
Van DUSE N 4 STEVES
SURVEY PLAN
1,3,5,7,9,11
QUEEN ANNE COURT
PLOT PLAN 4 SEPTIC SYSTEM
GUYER BUILDERS , INC . I GLV- 20
DWN ice! ►o- 2.97 1 Scale, 1 20'- 0