94-638 m - —...,... ..,....._.— _1
CERTIFICATE OF COMPLIANCE
TOWN OF QUEENSBURY
WARREN COUNTY, NEW YORK
Date November 4 1994
This is to certify that work requested to be done as shown by Permit No. 71- 8
has been completed.
• This structure may be used as a PCCf k'e '1G<F'nit,,1 -
Location Jo 7 ip/ -
Owner 1C'/101 6/ Miller l)ec
By Order of Town Board
OWN OF QUEENSBURY
(:::: :)
Director of Building & Code Enforcement
BUILDING PERMIT
TOWN OF QUEENSBURY 4q_ �
No.
WARREN COUNTY, NEW YORK
PERMISSION is hereby granted to Doflc2/ Miller
OWNER of property located at Jai Pd Late Street, Road or Ave.
in the Town of Queensbury,To Construct or place a RCIO p)Qceinei i-
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.
1. OWNER'S Address is
PR I , Rol Ilo,0
La Ke &etAnp.e , N V /c98(16
2. CONTRACTOR or BUILDER'S Name
Onold e5
3. CONTRACTOR or BUILDER'S Address
aoH Pd.
►s 1c i, )Jy Iin
4. ARCHITECT'S Name
5. ARCHITECT'S Address
6. TYPE of Construction—(Please indicate by X)
l 1 Wood Frame ( 1 Masonry ( 1 Steel ( )
7. PLANS and Specifications
(0 IN N Sq- root as peAr plod plan 3peci.Ft-cQ
No.
a d QppliCafiCM
8. Proposed Use
Re plocem.ev+ 120o-F
$ O t3° PERMIT FEE PAID —THIS PERMIT EXPIRES cc40CKX i 19 T5
(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 Queensbury this 4- of cC'C)h^ -�' 19 gy
SIGNED BY c _. for the Town of Queensbury
Building a ning Inspector
.TOWN 01' OUI?I?NSuuRY . • t , itl�:,3i:iEW[U -UY•: , _ -
Cr�J�i1lJ1:11.'1.'Y DEVELOPMENT I)1?f:'J\It'L'i11?1I'i' ,' tiw' t/66°
131J 1.f_,U.I 11G & CODE I?ID ORCI?MI?iI'I' --, 1"l:E PAIt
531 BAY ROAD QCT 'nn� �' / _
pUl.'ENSIIURY , HEW YORK 1 7.I.IU,1 , VF;IIi 1. 1i NI CL1,)
Ill ) 7 '1 1 eceived
nu 1,1) I NG PERMIT' L:1'
I: ;C;,l1TJ.o ThWnof
- ueensbury
11 PLR14.1, 1'_I4US'1'_UE__Oli'1'1\ll�i1 U__13t_BEFORE 11LV1LJNINC�_LOIv:1'Itl) *Mfg,_-_(JO_INSPEC.1'IONS
W1LL_Uls.--t411U _UN'IlL A1;'I:'L1U11iU1'___ilAS_ 1tLCL'1:VLf) 11111I.,IU DU101iii;_-1'LRt11'1'_
A i_1 applicants ' spaces on this a1►1'.1.i cation NUS1':be compl.ei:eci mid -the
s.i.ggnt tue or the nplr.l.i cnnl-. MUST nppe.rr.- (111 the app1 c,itfi:%orr Corr'.
a
041HER or PROPERTY :
2 „ ' ti
Hailing Address : l[ / . ��� ,a lb
---
Telephone Number s : Wu,. Home Mr ier
t
PROPERTY LOCAT1011 :
'L'ax ilap Number- : SeuLl.or► i3.locl: i.,ol: - -
Subdivision Name : l.,Ot: Ho .
NATURE OF PROPOSED WORK : ESTIMATED i111RKEET VALUE OF CO
CONSTRUCTION: $ 2�. 0 C V
MEW i313 L I I)I.11(. !
- - RI'::ii.Uli:LlcI:/COMI11i:RC I AI, OCCUPANCY INFORMATION :
111)f) I.'I'I Oil '1't.) 1311 J. I,1r.I lI(; : PRIMARY 13U 1 1,1)l IIL. --
Si.nyle Family Irwe I I .i.rrd
h1°:S1.I)1?IICl /CUt1111�;ItC,i /11, _ Y
ALTERATION TOL3U1.1,1) I11G : _ ... Two Family Dwell 1ug
----------
-- - Family Uwe]. ling
RE SLUI?IICI;/COI9I11sR(:J.11L,
• (NO CHANGE, TO LX'1'ERIOR SIZE) O-I:fice
OTiII?1 W( U; DESr Ill 31 _BF 1,OW) lier:Cann_] e
Warehouse
f:a c Luring
b. . �,t .. - - - -
------ ' - Si ,, O t e r
GROSS AREA OF PROPOSED STRUCTURE : --- -_-- --------------------
IS'L' IP'L,UUR .C_6 SC) . F'1' .
LP' i oI)I.'i.'iorI, 1.15'E OF NEW ADD 1 '.I.' IUII :
2111) F I,OOR Su, . Fr _._
OTHER FLOORS SC) . FT.
- -- BUILDINGS IJ G S : �.
( not; not i.tni.slied collar or basement: ) A ' 'LSSORY i3U11., _._.-._..
Detached Garage - --One/Two Car:
'TOTAL FLOOR AREA: Sc). FT. Attached Garage - One/Two Car
Private Storage Dui.ldi-ny
S 1.71s OF HEW S'I'RUC'I'URI? . _ Connner:cial. Storage Hui 1 din y
FEE'i' X I't?f:T -
Other
- - -------- -I
Foundation '.I.' re : . -.. w yr„ l
Fou y second-land or ungraded
Y __ i k�.�_�._!_i<Ls I
-------___.--- Wi I l an
-----------Number of Stories : -t _---_ lumbe : lad used? If no, for what?
:
• ( habitable space only) -- - ---z - -- -... - ------
Height (grade to ridge) : ) 2,. feet: Type of lleatin9 System:
Number_ of fireplace and/or. woodnt:ove (circle all which applies )
to be i-nstai.led : i
1 Electric / Oil / Gas / Wood
�`z ' .M Forced 1 , 11r / Baseboard / Other •
1 .L RSON Itl''SI'(3bl 3,1131-,1 FUR SUL . t I.SI. 1.I Ulu' .W(.0 C AS' RI'GI\Rl)S T 13U11.,1)IMG CODES I S :
1 T j!F1
�
- - , + -s' - _.. -� a.r- !<+-�•.._---�— E __...-_ _._ -_ ..__._.--. -._ .---------
1
NAME OF 311LULR ADDRESS PHONE : r ' t '-L------------
NAME OF PLUF.1f3ER/ADDRESS/P11ONl : - --_- .-- — - — ---
' NAME OF MASON/ADDRESS/PHONE : —_-__-- . ------- ------------
N Il I I is OF I:L 1 C'.l'R I C 11 N/11 U I)It li:S S/I'11 O I l i? : - --- --__ — -------- --
-- --- -- - -- - - U E C L1U 11T I O N -- - — -
To the best of my knowledge the statements contained in th.i.s appli-
cation, 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 prov i-s.i.onn of the i3uilding Code, the Zoning Ord i-Hance
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 l:/we shall submit prior to a Certificate of
Occupancy or Certificate of Compliance being issued,) an AS i3U1 I' O' ,Pl,11N
drawn to scale, showing actual. location of rry jec,t 11, =prG'enl . ,,<
S gnaLure --�! ._ _I- ." ---= -- --
(Owner.', owner ' s aqe; tt, ar--c�._tect. , cont: .nct:or )
FOR ARK �SIPECJ.AL PROVISI..911y. - S E It :41S.C'� SII)J L.- i3- {{- , 0
a+$°' ,,, y •L / �."Y/ W f ;''f�yjJF� id i� a•>�1 '4+
1 i fs y a ,i Tr. !M, r, F
.i-Qr diii e (`
, air? ,,,,.., t: 5 44 i f, J'il 0,,,.,i ,, ;i . i*?c,. ,,, ,",. ‘, .,.„,
<w
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,_J tVI! 11 4 `lY
TOWN OF QUEENSBURY
BUILDING AND CODES DEPARTMENT 1;)11/) -
��} �.
11 '� 531 BAY ROAD
y QUEENSBURY, NEW YORK 12804
TELEP ONE (518) 745-4447
-111CBUILDIN INSPECTOR'S REPORT
REQUEST FOR INSP CTION RECEIVED (, 7 /ciV
NAME f �-�ti. V111-0-
/
LOCATION ,j a V�1 ICU ' ( f falk-e
DATE I ( J ! ',,PERMIT # ,4.9 q�
TYPE OF STRUCTURE ?too-- r 0J oc-yin.(„?—
RECHECK APPROVED
N/A YES NO
FOOTINGS/PIERS
MONOLITHIC POUR FORM
REINFORCEMENT IN PLACE \
THE CONTRACTOR IS RESPON$' BLE
FOR PROVIDING PROTECTION``FROM
FREEZING FOR 48 HOURS FOLOWING
THE PLACEMENT OF THE CONCRETE.
MATERIALS FOR THIS PURPDS ON SITE
FOUNDATION/WALL POUR f '�
REINFORCEMENT IN PLACE
FOUNDATION/DAMPROOFING
BACKFILL APPROVAL
ROUGH PLUMBING ,
PLUMBING VENT/VENTSTIN PLACE
PLUMBING UNDER SLAB`
FRAMING:
JACK STUDS/HEADERS
BRACING/BRIDGING' ,.,/'
JOIST HANGERS
JACK POSTS/MAIN;; BEAM
HEATING ROUGH-INr
INSULATION:
FOUNDATION WALLS INTERIOR R-
FOUNDATION WALLS EXTERIOR R-`
FLOORS = R-
WALLS R- I
CEILING R- ,
DUCT WORK OR;PIPING IN UNHEATED
SPACES
REMARKS:
)'4:el 4.11//t1 1/A-Ac. -C;iA
Sl ` o/ //`v), e'> c
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J54--------5a..12- CC
ARRIVE "TO
DEPART /l/vd ge-
INTOR
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NOTICE „ DAcs D• -5/;',.9 .
usimmok MUST BE 0\i y
L.,. ' ) L 3 F/
wallow=NAL BARR I i..i-.
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4' * Nti low ..".• iv) .
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Corfr‘rAL .4 ,
DESIGN INFORMATION 3/24
QTY: 90
This componeredesa is fohas an individual building All COMPRESSION Chords are assumed to be se==a==========Joint Locations=====__________
and has been based on information TOP CHORDS: 2x4 SP SS
provided by the client.The designer disclaims BOT CHORDS:. 2x4 SP #2 continuously braced unless noted otherwise. 1) 0- 0- 0 5) 26- 0- 0 9) 8-10-10
any responsibility for damages as a result of WEBS: 2x4 SPF STUD
faulty or incorrect information,specifications 2) 3- 9-14 6) 26- 0- 0 10) 0- 0- 0
and/or designs furnished to the miss designer ••TC••.FORCE...CSI ..BC...FORCB...CSI 3) 13- 0- 0 7) 17- 1- 6
by die client and the correctness or accuracy 1- 2 -3624 0.75 10- 9 3228 1.00 4) 19- 2- 2 8) 14- 0- 0
of this information as it may relate to a spe- 2- 3 -3162 0.66 9- 8 2140 0.78
cific project and accepts no responsibility or ` 3- 4 -3162 0.66 8- 7 2140 0.78
exercises no control with regard to fabrica- (((JJJ 4- 5 -3624 0.75 7- 6 3228 1.00
Lion,handling,shipment and installation of
trusses. This truss has been designed as an .WEB...FORCE...CSI .WEB...FORCE...CSI
individual building component in accordance
with'TPI-85'am'NDS-86'to be incorporated
9 -775 0.31 3- 77 1034 0.62
as part of the building design by a Building _ „F 3- 9 1034 0.62 4- 7 -775 0.31
Designer(registered architect or professional 0 ` ,
engineer). When reviewed for approval by the ('"`
building amigos.the design loadings shown
must be checked to be sure that the data show S
are in agreement with the local building codes.
local climatic records for wind or snow loads,
project specifications or special applied loads. , ; y .
The design assumes compression chords(top or
bottom)are continuously braced by sheathing r ' '
unless otherwise specified. Where bottom
chords in tension are not hilly braced laterally
by a properly applied rigid ceiling,they should
be braced at a maximum spacing of 10'-0'o.c.
FABRICATION NOTES
Prior to fabrication,the fabricator shall review
this drawing to verify that this drawing is in
conformance with the fabricator's plans and to '
realize a condoning responsibility for such veri-
fication. Any discrepancies are to be put in
writing before cutting or fabrication. Connector 13-0-0
Mates shall he ma=dacnem from 20 game gal- I
waned 13-0-0
ned steel meeting ASTht A446n,Grade A.
hot dipped galvanized unlessn otherwise show 1 2 3 4 5
Plates shall not be installed over knotholes,
knots or distorted grain. Members shall be as I 5.00
for tight fitting wood to wood bearing. Con-
nector plates shall be located on both faces of 4X4.8
the tees with nails fully imbedded and shall be
sym.about the joint unless otherwise shown. A .1
Sea plate is 5'wide x 4'long. A 6x8 plate is 6'
wide x 8'long. Slots(holes)run parallel toI
the plate length specified. Double cuts cm web 1.51(4 1.51(4
members shall meet at the a:ntoid of the webs
unless otherwise shown. Connector plate sizes
are minimum sizes based on the forces shown 6-1-13 5-9-1
and may need to be increased for certain hand-
hug and/or erection stresses. This truss is not I 0-4-1
to be fabricated with fire retardant treated 3X7.2 3X7.2 0-4-1
lumber unless otherwise shown. For additional
information on Quality Control read'Quality w _� 17
Standard for Metal Plate Connected Wood
Trusses,QST-86 and TPI Recommended Code 3.5X4 3X5.6 3.5X4
of Standard Practice'.
PRECAUTIONARY NOTES
All bracing and erection recommendations are
to be followed in accordance with'Handling er
installing&Bracing'.HIB-91.Trusses are to 26-0-0 1'�Ily
'se handled with particular care during banding r r i
and bundling,delivery and installation to avoid 10 9 8 7damage. Temporary and permanent bracing 6
for holding trusses in a straight and plumb pat- 1820# 3.50" 1820# 3.50"
orlon and for resisting lateral forces shall be 1-0-0 1-0-0
designed and installed by others.Careful hard. (R1-1-0)° 26-0-0 °
ling is essential and erection bracing is always I-(R1-1-0)
required.Normal precautionary action for
trusses requires such 0emporary bracing Ong EXCEPT WHERE SHOWN, ALL PLATES TO BE TEE-LOK 20-GA ST scale = 0.1875
.:stallation between trusses to avoid toppling
and dominomg. The supervision of erection of
trusses shall be under the control of persons WARNING: READ ALL NOTES ON THIS SHEET. Eng. Job: WO:MRGF6838
experiencedad the
shall installation s of ough f needed. �/ Dwg: T526 Truss ID:T526NY
Concentration viconstruction loads greater
T! A COPY OF THIS DRAWING TO BE GIVEN TO ERECTING Chk: Date: 3-16-93
than the design loads shall not be applied to CONTRACTOR. Dsgnr:
trusses at any time. No loads other than the BUILDING BRACING WARNING TC Live 50.0 f DurFac-Lbr: 1.15
weight of the erectors shall be applied to
trusses until after all fastening and bracing Brae shown on this
is completes Bracing drawing is not a bracing,wind bracing,portal ling or e Br clog TC Dead 10.0 psf DurFac-Pit: 1.15
which is a part oldie building design and which must be considered by the building designer.Bracing
SPLICES COMPONENTS shown
of truss members only to reduce budding length. P.wsions mutt he BC Live 0.0 psf O.C.Spacing: 24.0"
:a,cate'in-panseP splices at approx.1/4 of Additional bracing of Ali` ds and m�1Crred qui�(See IHB determined by
PI) Fo designer.
` BC Dead 10.0 psf Design Criteria:TPI
yusel length from adjacent joint as shown on tress bracing requiremeoa, contact building designer. (Toss Plate Institute,TPI,is located at
truss drawing. 583 D'Onofrio Drive,Madison,Wisconsin 53719). TOTAL 70.0 psf Seqn: 11.23.92-21057
DESIGN INFORMATION 3/24 - QTY: 10
This design is for an indoa baud on budding =Joint Locations
compo and has been band on information TIAR' ONLY All COMPRESSION Chords are assumed to be
provided by the client.The designer disclaims TOP CHORDS: 2x4 SP #2 continuously braced unless noted otherwise. 1) 0- 0- 10) 19- 0- 19) 15- 0-
any responsibility for damages as a result of HOT CHORDS: 2x4 SP #2
faulty or incorrect information,specifications2) 3- 0- 11) 21- 0- 20) 14- 0-
and/or designs furnished to the truss designer 3) 5- 0- 12) 23- 0- 21) 13- 0-
oy the client and nthe itmyelteaamey 4) 7- 0- 13)4 26- 0- 22)3 11-9 0-
of this information case it may relate to rise- 9Lt
5) 9- 0- 14) 26- 0- 23) 9- 0-
exerproject and accepts no responsibility or
exercises no control with regard to fabrics- 6) 11- 0- 15) 23- 0- 24) 7- O-
don,handling,shipment and installation of _.2. s/
7) 13- 0- 16) 21- 0- 25) 5- 0-
musses. This truss has been designed as an 8) 15- 0- 17) 19- 0- 26) 3- 0-
individual building compoeetsin$ccordance 9) 17- 0- 18) 17- 0- 27) 0- 0-
with'TPI4fl5'and'NDs-116'tobe®rpuated I
as part of the building design by a Building
Designer(registered architect or professional 1I�' .
engineer). When reviewed for approval by the
Melding&sivaa•.the design Inklings shown
must be checked to be sure dim the d shown
are inagteemem with the local building codes. •.r.
local climatic records for wind or mow loads, .
project specifications or special applied loads. } `:,
The design amens ampressine chords(top a
bottom)are continuously braced by sheathing
unless otherwise specified. Where bottom
chords in tension are not fully braced laterally
by a properly applied rigid ceiling,they should
be braced at a maximum spacing of 10'-0'o.c.
FABRICATION NOTES
Prior to fabrication,the fabricator shall review
this drawing to verify that this drawing is in
conformance with the fabricator's plats and to .
realize a continuing respoesiblity for such veri-
fication. Any discrepancies are to be put in
writing before airing or fabrication. Coarector 13-0-0
A plates shall be manufacmred from 20 page lial-
I.1 2 t3 4 15 r6 t8 r9 110-0 ill 12 13"hot dipped galvanised unless mhawse shown.
Plates shall not be installed over knotholes,
knots or distorted gram. Members shall be co I 5.00 -TO-10
for tight fitting wood to wood bearing. Con-
nector plates shall be located on both faces of 4R4.8
the tens with tails fully imbedded and Mall be 1.SX4 -- 1.5R4
sym.abort the joint Was*theorise shown. A
5x4 plates 5'wide x 4'long. A 6a8 plates 6' 1.5X4 1.5X4
wide x 8'long. Slots(boles)run parallel to
the plate length specified. Double ens on web 1.SX4 1.5X4
members shall mat at the cmnoid of the webs
unless°thawise shown. Connector plate sixes 15X4 Ii"
X4
are minimum sizes based on the forces shown 6-1-139-1
and may need to be increased for amain band- 1' 41.ling and%or erection stresses.This truss is notto be fabricated with fire retardant treated0�10-4-1• kunber n Quake shown. For ad'Quai ,;l7L5.6
information on Quality Control read'Quality -
Standard for Metal Plate Connected Wood ran
Stec.Qrr-86 and RecommendedTPI Recommended Code 1.5X4 1.5X4 1.5X4 1.5X4 1.5X4 1.5X4 1.5X4 1.5X4 1.5X4 1.5X4
of
of Standard Practice'. 1.5X4 3X5.6
PRECAUTIONARY NOTES
All bracing and erection recommendations are
to be followed in accordance with'Handling
Walling&Bracing',BIB-91.Trusses are to 26-0-0
be handled with particular care during banding t I I I I I I I I I I I
and bundling,delivery and installation to avoid 7 26 25 24 23 22 21 20 19 18 17 16 15 14
damage. Temporary and permanent bracing
for holding misses in a straight and plumb pas- 0# 3.50"
ition and for resisting lateral forces shall be 1-0-0 _ I_ OJT 3.50"
designed and installed by others.Careful hand- i ) Idea 26-0-0 s I �1'0'4 _
ling is essential and erection bracing is always �'1"0� 1-0
required.Normal precautionary action for �-
mnnses requires such temporary bracing Miring EXCEPT WHERE SHOWN, ALL PLATES TO BE TEE-LOK 20-GA ST Cont. Support Studs 6 2-0-0 o.c. scale = 0.1875
installation between musses to avoid toppling
and dommoing. The supervision of main of
misses be installation theontrol of personsWARNING: READ ALL NOTES ON THIS SHEET. Eng. Job: WO:MRGF6838
experienced f trusses.
Professional advice shall be sought if needed. at�w� ang'D : T526 Truss ID:T526NYG
Concentration of construction loads greater ��S` 1 A COPY OF THIS DRAWING TO BE GIVEN TO ERECTING
than the design loads shall not be applied to CONTRACTOR. Dsgnr: Chit: Date: 3-16-93
weight nurses o any erne. sNos loads b other than do BUILDING
BRACING WARNING TC Live 50.0 psf DurFac-Lbr. 1.15
weight of the erectors shah be applied m
trusses until after all fastening and bracing Bracing shown on this drawing is not erection bracing,wind bracing,weal bracing re similar bracing TC Dead 10.0 psf DurFac-Plt: 1.15
is completed. which s a part of the building design and which must be considered the
SPLICES COMPONENTS shown is for
I�'hspportofoneao°'Ymrealm g building
made m anchor lateral at axisbuckling ed by Provisions mot be BC Live 0.0 psf O.C.Spacing: 24.0"
Locate'in-panel'splices at approx.1/4 of Additional of the overall structure specifiedy be required. HIB-91 by the). Fee designer. BC Dead 10.0 psf Design Criteria:TN
i length from adjacent joint as shown onY nW�d" (See Instof TPI). Fee locspeated
a:
truss drawing- truss
bracingrw' Drive,Madison,Wnco�nsm 533719)9. �mss Plate ttstmwe,TPt,s located , TOTAL 70.0 psf Seqn: 11.23.92-21058