89-526 CERTIFICATE OF COMPLIANCE
TOWN OF QUEENSBURY
WARREN COUNTY, NEW YORK
Date 19 _
This is to certify that work requested to be done as shown by Permit No. 89-526
has been completed.
This structure may be occupied as a One & a half car garage
Location Moon Hill Road
Owner Marguerite Rockwell
By Order Town Board
TOWN OF QUEENSBURY
Director of Bldg. & Code Enforcement
a BUILDING PERMIT
TOWN OF QUEENSBURY o
No. fig-526 •
WARREN COUNTY, NEW YORK
CO
PERMISSION is hereby granted to Marguerite Rockwell
OWNER of property located at Moon Hi 11 Road Street,Road or Ave.
in the Town of Queensbury,To Construct or place a One & a half car garage
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.
0
1. OWNER'S Address is
RD#1 Moon Hill Road
Lake BMW George, N.Y. 12845 F
2. CONTRACTOR or BUILDER'S Name
Robert Stacavich
3. CONTRACTOR or BUILDER'S Address
RD#3 Box 408AA
Pine Bush, N.Y. 12566
4. ARCHITECT'S Name
T
5. ARCHITECT'S Address ►
r
r
70
Q
6. TYPE of Construction—(Please indicate by X)
( )Wood Frame ( ) Masonry ( )Steel ( ) _
7. PLANS and Specifications
No. 14' x 22' One & a half car garage as per plot plan, specifications,
and application.
8. Proposed Use m
One & a Half Car Garage
r
$ 35.00 - PERMIT FEE PAID —THIS PERMIT EXPIRES February 1 19 90 n
(If a longer period is required an application for an extension must be made to the Building and Zoning inspector of the 70
town of Queensbury before the expiration date.) !,
Dated at the Town of Queensbury t ' 31st Da of Jul 19 89
/ m
SIGNED BY j for the Town of Queensbury
Building and Z mg Inspector
TOWN OF QUEE`'SJURY \77" TC \-rr,) I�UT TT`IC ANT) ^,N.vi ` -
� � I 1 / nr� f?T
l'�.C - - C f�;�L �? r L l Q�'
�c� :v t,i 7�G- �"t TOWN OF QUEENSBURY
1\ ---= Reviel4ed RECEIVED
- ' \ m '- Fty /c./i2c - %e',(--e(roc-
AM Fee Paid 3510 " jf *_. JUL 0 1989
,UILDINC AND CODES utvARTPTyr Date Iazued BLDG. & CODE DEPT.
( and NAVILAND ROADS RD 1 Box 93 P �a
nUEENSBURY,N£W YORK 12804 e/untit No. � _
Tel . (518) 792-5332 Ext 204
•
A PERMIT MUST BO OBTAINED BEFORE BEGINNING CONSTRUCTION . NO INSP1ECTIONS
ILL BC MADE UNTIL APPLICANT HAS RECEIVED A VALID BUILDINC PERMIT.
All applicable spaces on this application must be completed and the
s ' cnature of the applicant must appear on the reverse side of this sheet .
* * * * * * * * * P. * A A * A A * * * * * * * * * * * * * * * * * * * * *
he owner of this property is : N CIi ?€— " / D �
. 0 . Address RI, I NI-v040 LL led , LAKE G�3KC-ei3O NS- TEL.
roperty location AOoa/ ///Z,L. re,/4.):6 TAX MAP NO. Li ? / / / / /
as there been any split of this property since October 1 , 1988? /,
yes no
t yes , Planning Board Review is necessary .
UBDIVISION NAME , IF APPLICABLE LOT NO .
he person responsible for supervision of work as regards Building Codes is :
QPae_T S1A-ed4-the4 121)3 F.Afq Ito7/40 PoJE `Ousµ1 ,0 l /p,s-6-6 cf / 4 -74-/- 5-n
NAME F . G . ADDRESS TEL. NO.
,me of builder 0-0 0X- Address Tel
.me of Plumber — ?ddress Tel
►me of Mason — Address Tel
,
TuRE OF PROPOSL'D WJRK: • ZONING INFORMATION (Office use only)
/onscruccion of anew building
• ZONING DESIGNATION OF PROPERTY
Addition to :, building + PERMITTED PRINCIPAL PERMITTED ACCESSORY
Alcur:.cion to a ).ending •
(no cl,.,ngu co exc. rior dimensions) • REVIEW REQUIRED - PLANNING BOARD ZONING BOARD_
Ocher work (Joncribu) • SITE PLAN REVIEW # APPROVED DATE
•
OSS AREA OF PROPOSED, ::Taut-ruKIV • VARIANCE # APPROVED DATE
t Floor 57G sq ft . • Remarks:
•
• ,
-
d Floor — sq ft . • COmP1.Lrk IN1'OMmATION 1ctr,,ulMED uELOw.
• • �i r '�u of -' O ft X ic.
her Floors sq ft . prol��rcy
cc x rc.
Luil
• Lxiutin
roe cellar or basemenel cj �linj(::) viz.:
•
1TAL FLOOR AREA ‘.›�—sq f t . • Exiaci„g building tu) Uau
zu of new seruc `F ft xft -
nuidacion-pier slaL crawl/harci..1/cull • Vroposed buil.�ing, di:.c.�neu crou, l4rohurty lino
ci --rcle one) • Front yard i t Rear yard ' �) ft
1. of stories (habitable space)
• Side. yards 30 cc ;,nd ft
Tighe (grade to ridge) /3 ft. • If on corner, setback from side serueecc
residential, no. of families
1. of rooms(excludin'l baths) -- • OCCUPANLY INFORMATION
). of bedrooms • PRII,ARY LUILDING -
r. of baehrooiuu • k/One family dwelling
7imary huucinc� ::y::c.u� Two family dwelling
rpu of fuelMultiple dwelling / Number of units�_,�
). of fireplaces to 1,.: installed l,zrmanent occupancy
i11 4weed stove Le installed? •
- • �l'ransiurct uucuju.acy
antral Air conditioning?
• business
JILOING STYLE, PRIMARY STRUCTURE Industrial
inch Conte or..ry Log cabin • Ocher
u,j
iised ranch mansion Duj•lux , if addition, what will use be't
plic level Old style UuiI' .►lOw •
..hu Cod Cottage Oclwr A-i' - C • ACCESSORY BUILDING- __,,,
Oloni.►1 scow 'town House • ✓Ucached gar:+ge ' no ca413=51 car
( CIRCLE ONE PLEASE ) • Actachuo ciaragu/or car/ two c..r/ cur
s • Private storage building
:EY'IMATIiD MARKET VALUE OF • Other
:ONS'l'HUCTION (�e,cDc� •
NPORmATION ON BUILDING SPECIFICATIONS, ON REVERSE SIDC OF TUTS SHEET, TO BC COMPLCT1:01
Form DPA 10/88 vl
BUILDING PERMIT APPLICATION __NTINUED -
BUILDING SPECIFICATIONS:
Type cf construction, ` O fram fire safe,etc. 6 A70-eni;
will any second-hand or ungraded lumber be used? If so, for what? Aifl
Foundation wall material Thickness
Depth of foundation below grade (to botto footing) 1-1-R-u.liCII-eT 15� �vi+I{ 4-A gehuFo4nea .
Will there be a cellar? NID Heated or eated Floor sq. footage 5V sq ft
Will there be a basement? XJO Will any portion be used as living space? A{O
(If so, what portion? sq. ft. - - Type of use?Type of roof ols--/T—.at/shed/other
e / at/shed/other Material of roof 1�a " 2etfk‘k,, et- 35-#6rLF
Size, wood studs 'X " spacg zg /6 "o.c. length 5 ft. ,SAC s �r P;
Joists( floor beams) 1st. floor "X " spacing "o.c. span ft.
Joists (floor beams) 2nd. floor T7F"X " s acing "o.c. span ft.
,
Overlays(ceiling beams) r2 "X spacing f0 "o.c. span �'� ft.
Roof rafters a "X 6 " spacing o.c. span /3 ft.
Roof trusses (pre-engi ered) spacing-6—"o.c. span ft.
Exterior wall finish)/g71 JJ Of what material? /'i rJ
Interior wall finish/ A-
If a garage is to be attached, describe materials to be used for FIRE SEPARATION:
Is there to be an opening between garage and dwelling? N Pi— If so will a Fire-rated
door, enclosure, and self-closing device be,/uovided?
Will a flue-lined chimney be installed? Airy Height above roof ft.
Depth of chimney foundation below grade ft.
Depth of fireplace hearth ft. in. ��
Water supply - Municipal or private well
SEPTIC SYSTEM _ Distance from ANY private well(including adjoining properties /0-0 ft.
(A separate application is necessary for any repair or new installation of septic system)
DECLARATION
To the best 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, whether specified
or not, and that such work is authorized by the owner.
Signature -TAc
Owner, owner's gent, architect, contractor
* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * *
SPECIAL CONDITIONS OF THE PERMIT:
By
TOWN OF QUEENSBURY -1
BUILDING AND CODES DEPARTMENT
531 BAY ROAD
QUEENSBURY, NEW YORK 12804
TELEPHONE (518) 792-5832
BUILDING INSPECTOR'S REPORT
REQUEST FOR INSPECTION RECEIVED 3 J CII
NAME cOCkw I , M0.r
LOCATION, Moc nh.), V
DATE R PERMIT # 9 '5c2-60.
TYPE OF STRUCTURE
GiayTAJogi-
RECHECK G APPROVED
N/A YES NO
FOOTINGS/PIERS
MONOLITHIC POUR FORM
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 QN SITE
FOUNDATION/WALL POUR
REINFORCEMENT IN PLACE
FOUNDATION/DAMPROOFING
BACKFILL APPROVAL
ROUGH PLUMBING
PLUMBING VENT/VENTS IN PLACE
PLUMBING UNDER SLAB
FRAMING:
JACK STUDS/HEADERS
BRACING/BRIDGING
JOIST HANGERS
JACK POSTS/MAIN BEAM
HEATING ROUGH-IN
INSULATION:
FOUNDATION WALLS INTERIOR R-
FOUNDATION WALLS EXTERIOR R-
FLOORS R-
WALLS R-
CEILING R-
DUCT WORK OR PIPING IN UNHEATED �`
SPACES
REMARKS:
No COL/5T n-L'c r r-o
ARRIVE
DEPART 70(9
I EC R
TOWN 0 QUEENSBURY
BUILDING AND CODES DEPARTMENT
BAY & HAVILAND ROADS
QUEENSBURY, NEW YORK 1280k
TELEPHONE (518) 792-5832
BUILDING INSPECTOR'S REPORT
REQUEST FOR INSPECTION RECEIVED��
NAME kil Af Ak ,here C.e%`C!42
LOCATION j)21)j € "4/
DATE PERMIT # �9
APPROVED
11
4. 0e1A• b ' Q YES NO
FOOTING/PIERS U
MONOLITHIC POUR FORMS
FOUNDATION/DAMP-PROOFING
BACKFILL APPROVAL
ROUGH PLUMBING
FRAMING
ELECTRICAL ROUGH-IN
INSULATION:
FOUNDATION
FLOORS
WALLS
CEILING
FINAL INSPECTION:
CHIMNEY HEIGHT
ROOFING
SIDING
EXTERNAL PORCHES/STEPS
STAIRS-CLEARANCE & RAILS
PLUMBING FIXTURES/RELIEF VALVE
INTERIOR TRIM/PRIVACY DOORS
FINISHED FLOORS
GARAGE FIREPROOFING
DOOR CLOSER(S)
SMOKE DETECTORS
FINAL ELECTRICAL INSPECTION
FINAL APPROVAL OF CONSTRUCTION
OK TO ISSUE C/O OR C/C
A SIGNED CERTIFICATE OF OCCUPANCY MUST BE
OBTAINED FROM THE BUILDING DEPARTMENT BEFORE
THESE PREMISES ARE OCCUPIED!
REMARKS:
°1'5 ° 1:",/, S'
6g/111;c:A v
ARRIVE
DEPART
INSPECTOR
r
,
,
c, .,.
1 L
1--\ ii.-'•'
4i 1 i
TOWN of- QUEENSBURY
v
J
„.77
Zoning Administrator
x to cr
7
N...
lc-
E yva,
wth \ 000
ylovo2
.i.,
,.
.. .r.„/
54 Lectst so' '
-,
,s
-- ---.
----
1 44.3
vi
6 6
0/.
'\#
.......
(A _
......
,
t'G)j VS.--7--"
,
I I
,
.i
,?)).Y1\
\,)1
.,
/
A
_—_____..........,.. ........... .,.......... ..•••• •..1.••••m......./..e.....==.......N.14•1••••=em•MOMIMIONNOMM•MIINIVIIIRIi...M.IINIIIIIII1.1>
11'1 oun I-I •-al Qtre.44
IONS g y 1 '� CAR GARAGE MATERIAL LIST
plan thorou hly. Be sure to check our local code requirements and if required 2 Quantity size Description Board Ft.
building permit. Omit steps 2 through 8 if slab is poured by contractor. Pc. 2x4- 14' Wall Plate Treated 9
e garage on your lot to conform to local code requirements, such as side and rear 5 PCs. 2x4- 12' Wall Plate Treated 40
Icks. Allow enough room for easy entrance, exit, or turn around, if possible. 58 PCs. 2x4- 8' Precut Wall Studs 309
3 Pcs. 2x4- 14' Wall Plates 28
the area as illustrated. Be sure all comers are square. Remember that dimensions
q 6 PCs. 2x4- 12' Wall Plates 48
Ire to outside of concrete and face of stud. See Foundation plan. `� R A GAREA3 PCs. 2x4- 10' Wall Plates 20
WIT H'.h for foundation approximately 12" deep, 12" wide at bottom. Taper inward of top 2 Pcs. 2x12-10' Header over Garage Door
2 PCs. 2x4- 10' Header Bloc 13king 13
;imately 20". 2 PCs. 2x6- 10' Header over Sash&Door 20
6 Pcs. 2x4- 8' Cripple Studs 32
JG LINES L 1 Pc. 2x4- 10' Garage Door Hardware Surround 7
2 PCs. 2x4- 8' Garage Door Hardware Surround 11
' 5 PCs. lx4- 12' Corner Brace 24
5 Pcs. 2x6- 14' Rafter Tie 70
10' j 12 PCs. 2x6- 18' Rafters&Gable Blocking 216
2 PCs. lx8- 12' Ridge Board 16
T 3 P-s. 2x4- 12' Gable Studs 24
2" SLOPE TOWARD DOOR G 4 PCs. 2x4- 8' Gable Nl 21
4 PCs. 2x2- 12' Soffit Nailer
16
617Sq. Ft. 7/16"x12" Horizontal Hardboard Siding
FOR DRAINAGE r
l 01 10 1/2"Exp. 617 Sq. Ft.
6"x6"REWFORCING MESH 4"CONCRETE A C 4r 40 Pcs. Metal Corners for Siding -
\ 2 Pcs. lx8- 18' Rake Fascia 12
)OWN BOLTS [,� A r J 2 Pcs. lx6- 18' Rake Soffit 18
** • 36 Lin. Ft. Rake Shingle Mold
-- _ s / 7 �` �• L�` ��p� 8 PCs. lx8- 12' Fascia&Soffit 64
` 8 GRAVEL 7• /j 3 1 Pc. 1x12-10' Gable End Drop 10
_ ___ _ — -- •—-- `f- _ - . . � I �'\ ^J 1 Roll 36"Wide Aluminum Foil Kraft Paper -
13 Pcs. 4'x8'-1/2" C-D Exterior Plywood Roof
1 ff • Sheathing 416 Sq. Ft.
1 Roll 15K Roofing Felt
4
16" BELOW FROST LINE, IF REQUIRED y3sg5. 235# Asphalt Shingles -
5'4"x2'3"R.U. Aluminum Garage Jalousie
\�` • Picture Window
r y
` 14 /"- 1Ci 1 1 2'8"x6'8"-1 3/8" Garage Service Door 5 Panel -
` �\\ 41 1 9'0"x7'0" Sectional Up&Over Garage Door
I with Track and all necessary hardware -
M 42 Lin. Ft. 1x4 Door Jambs 4
ns for the concrete slab, using 2" lumber. Set top of 2" form board to desired floor >! M 42 Lin. Ft. Brick Mold Casing -
Id level. Inside face of form boards must line up exactly with "string lines" set at �` �? S r 42 Lin. Ft. Shingle Mold Door Stop -
lilding dimensions. `L
1 �1 rt NAILS
2 lbs. 20d Common Nails Coated
:urely. This is very important to keep forms from pushing out when concrete is poured. `► I IIS Ibs. 16d Common Noils Coated
�� r • — 2 lbs. 10d Common Nails Coated
2 Ibs. 8d Common Nails Coated
wel fil l and tamp to within 4" of the top of form boards. `� 4 J(� _ I 1^� 5 Ibs. 6d Common Nails Coated
I"
-g 1 5 Ibs. 8d Galvanized Siding Nails
P �
151bs. IrVW'Gialvani ed Roofing Nails
ding inspector to check location and trenches before pouring concrete. , v+y ` v�. ! J�71 y 2 lbs. 94 CASING NAI�S
20 1/2"Dia. x 12" Am—, oolts with Nuts&Washers
least two 1/2" (or 04) reinforcing bars in perimeter makes a better job. Using wire 1 Key In Knob Cylinder L«kser
loot slab minimizes cracking. � I 1 Pr. 3 1 i2"x3 1/2'' Door Burrs
8 Cu. Yds. Concrete Slab Foundation and
Floor Concrete Figures based
of electrical contractor install conduit under slab for electrical service. --r i� upon level site conditions with
1� ravel base
lymix concrete completely filling forms. Surface and level with a long straight boardllll�l ,, pl ys 1t - -- �"� I I I it �l Ih 308 Sq. Ft. 6"x6"-#10 Wire Mesh
`II 144 Lin. Ft. 1/2"Dia. Reinforcing Bars
al
>r bolts see foundation Ian 1 3/4" in from edge of concrete and extending
�t 111�Y1/V� 1 +,lil I II�� i l II I11 l^ 1 )1I
( plan) 9 9 a ill' I p �� / OPTIONAL
I111i 11 14 \611%t,.,A��l\\l�l �l► t/ Ilrill 111a w
above surface. Qi'I \�j� 1�� \\�V ���1 s I A Ii. �l 1� yl� I� �� 17 PCs. 4'0"x8'0"-1/2" Insulating Sheathing 544 Sq. Ft.
UI Ilb \ �� \11 Al �11►�'�� I II dl �,l ill h
Icrete has set place 2x4 bottom plate on top of bolts with edge of 2x4 flush with ll �, >,11 4��11 \��� Lill L hl// lli/��� 10165. I'/2" GALV• NAILS
ace of concrete, and tap with a hammer over each bolt to locate position of bolt �I 1lll ll \ii1, ��`I/ \1�VI \1`IIJ`I' N Al'�e�\I , `'sllll ) ` I/\Ii I lh `ll�j�L I `1111 p�J�� / OPTIONAL FOR ALTERNATE FORMED FOUNDATION
p Y placing P �I I 11 111/ `\ Cr \l( \�` �1 1 IIIV\II ` I` 1111 I III/ ` 141/ l (Wall Height Figured at 3'4"Hick)
rill a 3/4" hole in bottom late t� fit over bolts. Check b lacin 2x4 late over \\\I '
be sure that edge of 2x4 is flush with face of concrete. \II 1�� till �1I� ��� \�l�f �/ 1111 Ilia 1ul \i, \I I I/1 % 3 Cu.Yds. Concrete for Footing
6 Cu.Yds. Concrete for Walls
4 Cu. Yds. Concrete for Floor
Jote that the walls are loyed out in at least two panels each. This has been done for
andling the pre-assembled walls.
:ONSTRUCTION
nstruction by assembling wall panel, A, B and C, on the concrete garage slab
ing Schedule on Plan
all three panels before tilting them up into position. 19. Cutting rafters is simplified by using the template pattern provided on theplan. Layout Nailing Schedule for Structural Members
tredrilled 2"x4" bottom plate and one 2"x4" top plate for panel "A" side by side and cut two rafters to size and check for accuracy. (Be sure to use the sane rafter as a
position of 2"x4" studs 16" o.c, as shown on panel elevation drawing (note that pattern to make all additional rafters). Number&Type Spacing
Description of Building Materials of of
;tud space on each end of panels is measured from the outside face of stud to the
Fastener Fasteners
'le of the next stud). Assemble wall Panel "A" using pre,cut 2"x4" studs 7'-8 5/8" Top or sole plate to stud, end nail 2-16d —
iil through top and bottom plates into studs using two 16 penny nails at each Stud to sole plate,toe nail 4$dor3-16d —
,n- Doubled studs,face nail 16d 241'o.c.
acing. Check panels for squareness. Lay the 1"x4" corner brace on panel outer Doubled top plates,face nail 16d 16"o.c.
top of panel down to bottom plate at a 45 degree angle. Mark 1"x4" position on ,--: , Top plates,taps and intersections, 2 16d —
1. With your circular power saw cut in o stud 3/4" at _ach mark. Using a chisel and RIDGEBOAR� face nail
:nock out the piece of wood leaving a 3/4" recess into which you place the 1 ,x4,, RAFTER Continued header,two pieces 16d 16"o.c.
'ace and nail with two 8 penny nails at each stud and top and bottom plate. along each edge
Ceiling joists to plate,toe nail 2-16d —
•eps 10 and 1 1 for panels "B" and "C.. Continuous header to stud,. _ -_ _ -- 4$d —
t you have the first three wall panels assembled you can start the erection of the walls. toe nail
CHECK RAFTER 3-16d
onel "A" and place it in position over the anchor bolts. Brace panel securely with PLATE Ceiling joist, taps over partitions, —
04D CUT WITH face nail
oce to ground stake. Place washer and nut on anchor bolts and tighten down panel. I STUD— R.UMB BOB Ceiling joist to parallel rafters, 3-16d —
ane procedure for panels "B" and "C". face nail
„ Rafter to plate,toe nail 2-16d -
-- 1" brace to each stud and plate, 2$d —
face nail —
Built-up corner studs 16d 30"o.c. TOWN
3211 o.c.at top QUEENSB RY
/ 20• Erect and "tack-nail" the end rafters in place and brace. 10 or 12 feet from the end wall &bottom& V R
repeat the above process. Then slip the ridge`board into position. Be sure ridge is level, Built-up girder and beams 20d staggered 2-20d Bull ? T"'
J 1t 1 'u�.. i�
rafters are plumb and brace securely. The remaining raf+?rs can be put in place. Rafter ties at ends&at ea. FIw .7$ D T.
� splice
should then be nailed to rafters. Roof rafters to ridge, valley or hip — W.IE "`LD by
TOP 2x4 ADDED rafters, toe nail 4-16d
4 FRAMING AFTER WALL IS 21. Add 2x4 gable stuc•, eave blocking and my other framing necessary, as shown on plan. face nail 3-16d — DATE
�. IN PLACE 22. Apply �" plywood sheathing over roof(afters starting cr the bottom of the rafter. Stagger
DIAGONAL joints of roof sheathing so that joints on adjoining sheets do not occur on the some -after. Collar ties to rafters,face nail 3-8d —
BRACE - Check plan carefully,to find o!,t how far roof sheathing <.hould extend out at gable ends.
23. Apply roof shingles (pver felt ,f desired). Follow manufacturer's instructions in bindle. Spacing of Fasteners
lstructions number 10, 11 and 12 for assembly of remaining wall panels. Assemble Extend shingles 3/4" beyord face of Mm board, and excess of shingles should be cut from RFNISEO 3-j7-$b
t panels in sequence. inside only to order to maintain a trim oppear;ng edge. Description of Description of intermediate
s are erected you can add the 2"x4" tie plate as shown on wall framing elevations. 24. Trimoutdoor opening with jambs and casing. Building Materials Fasteners edges supports
to 16" on center with 16 penny nails. roof and wall sheathing to frame: NATIONAL PLAN SERVICE, INC.
ge door header to length and nail together with two 20 pe:...y nails at each end Install windows with bottom sill resting on 2"x4" sill plate. inch-X,inch 6d 6" 12"
rail 20 penry nails 32" o.c. along top and bottom of header on both side. 25. Apply aluminum coated Kraft paper over outside stud wall. Start siding at bottom, making
I -
4" cripples at each side of door opening. Lift assembled header into position, sure that first board is level. Check for level at every third board and cut all joints and ends This plan has been prepared to meet pro- SHEET NO.
on cripples and nail to panel studs using 16 penny nails. Nail hardware surround square, staggering joints on side walls. Other shEathing
fessional standards of construction. A
face of cripples (see garage door jamb detail). Y21r Fiberboard Sheathing IVY'galvanized 3' 6"
I" tie plate to top remaining wall panels. 26. Trim eaves and comers. Install dooss. roofing nail careful study of plan instructions and OTAL 4
r ties approximately 4' on center across op olotf ro form a working platform for 27. Install garage door following the manufacturer's instructirxn included with door package. 6d common nail dimensions is advised before starting work
action. 28. Paint or stain siding and trim as desired.
P 11011 E( rl, I"Lik N No . 646 P 2 015
141- dl� 141-0"
8a �1$u 5!4n oI 1i_ 411 �1_�n SL4n IL 41
AkcWot� 1347 -TYP• — - ` Af�IGl�o1? 6oLTt -T(P• —
ToP/ FLoolz SLA-ia roP/ rLoolz <Lda t **e-. i
w it
u�l E XC,n vAT b A�a. FL= R
4N C-I SLA.15 " co4c- SLAB W/L1, to" - lox I
O W44-F. OVEk 411 Gt4 L 345E �uKGu_ Ibx to W,rrL�•, o W,W.�- OVER 4-0 GtWOL i345p- a
`r 11/411 .ZYP, - Fow N `� ARM ITAKES 19h 'TY P- - FOE?
a4r-4ot2 ooLT in — / A+444ai? ev -T
v Lo"T loi4 O _ r•� a Loc•A.IML
O
low,in3p't
tv ;�
ANt
ToP/ r� SL�� ' be, _ 77
O'- 13
Amova IlzEkvl(-: D12, o
"Top/ F>4, i o%.+ _—
_ 2- Ra ToP/co�1G,
EL, •0'-81' _° IloM EL , of-all t
IzE•MNS Fowl 0-11:4
v 4olr-N F011 N DA l0 iJ 81'
A�YEQ Eat•lt, 5 E s
Z F Q Dooe
:n Foil L� al3ovE in L, - o'- 211 t
T°P/Fl.cee��
33�4 5" �1i 71.34 411 �L, a - o t
�" 3/q
1,.43 91-4= 214 I�-04 91-4�2� 3'-23�4
ALTERNATE FOUNDATION PLAN FOUNDATION PLAN
( FORM CONCRETE ) SECTION B " ( TURNED DOWN SLAB SECTION "A"
SGA.L E 1/411 = 11-04 SGAL E 1/411 : I1-011
4.Ll1M . eiA,;zaC,E rlr.Lo�L51� -•
PIcTu2E W1W ow
P,0, 5L4 2351* S5LF SBaL
ASp+�aL7 SWI�Ic1L�s 3�
1°x811 F�►.Sc1A
�V21I_-- 14
-- -- _
- --- ---- ---- L=J —
REAR RIGHT SIDE LEFT SIDE M&TA; �Na*S
9/o ve /o Ste?loi.lAL
CIA-IL 1)00pt
E L E V A T 1 0 N S th {•002cNTALL L 1/eIls I1_pll blu)ekD SI0I4Cl
ROOF LOAD W1104" I3xPosEV
- rtY P 1c,&-L —
40 LOS. LIVE LOAD �p�
10 LOS. DEAD LOAD
50 LOS. TOTAL LOAD
FRONT ELEVATION
IcA ,Ls 1/4 11 • i'-bM
SHEET 2
�VISED 3•$•�4
646 P ' 20 5 TOTAL4
ihhHa -j3j�•d
p-�) 2/6 x G/a 5 PANEL pcbR -�
FIAOTS I F E{zlo R �1 N ISN \ - 1 V4" <u I NI SPACE
IS USED AbD '2°x411- _ _ \ ail ��� „�I y� a� n,9I a°jI 110, 40)l i1'� lie �2-'2'lX411
Tu� i 15LoCkl�.lr -
a EA W Cc124-4E1?
m J bm2 STo P
it X�h 5 C rw 2�11) T Yo LD /
T � / S►plNc�
�N17D'21q
- SERVICE DOOR JAMB
:v� (,aniz ,bXyt DETAIL 3 B
TYPICAL CORNER
DETAIL 3 C wig A 3I1 l*-kr, >c 'L L -
u /L Uri i,�l q 91 11111 1,04 1,91 "-)I ,1'1 1 ,,)11 40Z 11 /,L
Q F
sar1S
rIILI
-
'dq 3I74121 e'�uI I I - w �U
lyi oo
PANEL NEICIHT o+ I4�-bp — NNNI-
Poi4 E I. LEi-1 CI�I TIT
-�
I
mr I A I --
c I
9 �
— I i� -Iz = W d
_ � r
PAN4%1- POINTtin
i
TIES (A;�48ll 04- = I 9
�p x I ii /16- s� _
Q m �
SICi o
c + �t - - - N
-
4
ULL
N � �
-�N ►� .s NON �, _ �� L L �
P..t4aL P pb.rl�l. Itfw
I M I
��_ Ji �►Ql N� LHhl3h ��r�dd
�) 4 It'Q O _ �InB° RIDGE PAP, �?71g"17i IIL�
�vANZt1-i m _�' -- _ 2'x4n SIpiNC� flalL�Q
�4 -
3 Y p� � - 2"x!a" L�"LE E�1D 12A.F �k
m n ? +� sURl2ol.11-ID
v - - r �� �� , I. �� 1 �� �� h 7o SoLlt> P%"L I
20 I(o Ila Irmo 16 Ir'o I(a . I!o' I C� 20 � 1/2i GIdl20�� fbo2 1
2",(4' TIE f-A-K 2• -2 x
_ 2 x 4 -TOP I-L&TE gook
I 2° xCo11 RLock11-1 „��h M i 2 - 2° x IZ" HIE ens q mop ill I'�„`rIID SNEhTI�II-,I L� C�1 ,c4 s Ac. f tdz b. 2iIX4M �U�s Imo"o c, I' K 4 I'
�AiaLE E44D R�►FT�� I u KO" FkCCIA 6D, EE SEe-TIow 4c , 4D
6I�Ick
Zr MouL�
_ � s'�X�I' G�IPPLE _ � SIPII-�
,- 4II ,JAIL rise _ �,.. s 1p E
N �� s„ u'� �--_
2 A RLE Np
'574rD (Le; I6110-C
2 '
F-ATE (71? A.� E p) OVERHEAD DOOR JAMB
GABLE END RAKE I ° DETAIL 3 A
�i �� I'_q� 91.4 ���u
DETAIL 3 D 3'-z3%° s��.�E I,�II , P - 2015
f'W, LE ci1WT IIEA � L 4T Pi° L Le SIT
LE I'/z" = I'-o" �NEL F aI+�L 7o7A.S�IEeL 3
4
1 V4
F �» T M ATE `O RA TER OATS
A
ZI
` ... . V
IV
're
3 SAB iI g/4 II
\7Yp �F 6ct41 I?Llc 16�J
T5 f 55, -SE E`&S pHs T S.4If- es " I�o,�.DDq�
fs pL�{wlco �
!�24 o,c, QWF- RA.F7kWM Zx �" aF3LE- END S711c.�
IZ I(Cli o,c,
10
P -`G ?IXgI� TIE PI.�TE
2-2I1)4Z''
211A 4n
lu�Bl' �,•.ScIA I
Z"x4` S11R¢ou'4 D
u x211 'I�hl L E 2"x 4' TI
F- f�F -T TE
k MAo U BL D SlEc 1 or4,dL ae'cot471NaO 2ux 4" "ToPA P
ScF�II x 4"
A- -U 4UH II_ 2o,6 � 0-c,I-rgA--Fr P�r2 {2 TEk TIRs �WR %70
Iz" �Izo N7A.L
�iR0/4" S CI 5 � � SECTION '�4 C turned down slab
I Gd
�� 1/4 0
q"TIa
IaN - �n m _
v- • I
211X II p Vol, 0.0 a0
s7�o p�
ll_
��Goi•1G, r=LEv. G-01i 2",c " r x RL r. rs141-� vTliD
Go4.1G, �L E , b=0 V11 � Iron rC ,
%211 � x 17" �N�J�-lo W. TI
0-^
Bo L-r 4 n�+� q M cc���..,� 'SL�f.B ►�/ 2'ix 4° T rz -7E
� G xr�x*10 W.W,�.
211), 411 �o7To CSEcTbu ' 4a" �-z'�►� �//:" spKEQs
C7REI►'TLp)
S6 � 5 �
�a E - I�sv
2 4 IM+ F, ktDS �„ 11 it �
I"x4" �o.M� S�+I t SPacE e
a 611 Go+�c , hhL-L t00;2 ors K1
i4
SECTION "41)" formed foundation
1-4 c AL E 3/4, = 1'-o'I
SECTION 4A formed foundation SECTION "413 turned down slab
-Trz . 16Y - ri,>t.o. 1-►s=]g scaLE I/.Z = I'-o° �. 17-211 =1'-011
C,KEc, t3y - nrt. s'!
APP. t - A�, ,, 646 P- 2015