scope of work 308.7-1-32 AST-0191-2019
Tar taglione, Michael & Susan TOWN OF QUEENSBURY
' " ��/ 41 Westber Way
rY BUILDING & COD S DEPT,
Shed 168 s.f. Reviewed By: 411 IS 1 61,__,
Is PI.YWODD BL GGGUU�S�JSSET ITYP.) •
17.4-PLY PLYWOOD ROOF SHEATHING ASPHALT BwL / -
IV PLY PLYWOOD ROOF SN r
7x4 RAFTERS•16'O.O. 7X4 COLLAR TIES•BO`O.C.
TUBE It O.C.SPACING FOR 14.ODE JNITS IN NOTE COLLAR TIES INSTALED -1•
REGIONS WHERE GROUND SNOW LOAD IS)55 PSF) ON UNITS 16'-0'OR-ONGER ONLY.
GABLE VENT 7x4 RAFTERS•16'V.C.
7x4 RAFTER r`+`��+rm_���`�� uIi
OVERHEAD , BOTH ENDS) WISE 0"O.L.SPACING FOR
• ���+ ��niu■' DOOR(OPTIONAL)
■�■�/.Br��r��rr�M��l . 'WOEUNITSH IN REGIONS S WHERE
�MI� IIIT�71� --■� �� I7 17 GROUND TROD LOAD IC)55 PSF)
�MM■��— ASPHALT —��MM��
������r�bHINC I.E9�i�■■Ir�I�� 1[77 T SEE RAFTER TO PLATE li
LISP-MODEL:IPA CONNECTOR Irr�rrrl� (VARIES, I•��r�r�T�- ; CONNECTION DETAIL F,I
OR EOJAL INSTALLED PER +`r�+`T �L\+`1�+�� Y
r�rrrrrrrrr��rrrrr 2c4 DOUBLE TOP PLATE
MANUP.SPECIFICATIONS. ��rrMl♦�������r�����■
NOTE,USE ONE TU CONNECTORillini (��■ ICI
AT RAFTER/PLATE CONNECTION I� I gm ALUMIUM-NUMFASCI4 DRIP EDGESOFFIT 0EVERY 4.0'O.C.. --1 tf AL 0
WOO ON
7x4 TOP PLATE {16
O IrT1JEJEl
� IIuU9DING)T5 O O7x4 WALL SiW I�" I"I • IISN'OVERHANG1RAFTER TO PLATE •
� 244 DUAL`STUDS �T
CONNECTION DETAIL 1 • Ellill
I( �I VINYINGL
(VARIES]- I S
DOOR T WINDOW LOCATIO VINYL•/15"SHEATHING 4
SCALE,P'.I'-O" gTTLE$AND SIDES(VARIES)I I"' I"' OR COL5/8"TP11 SIDING
5/5'S-PLT PLYWOOD F:OOR
fJWID!NS 7x4 SOLE PLATETHE US.DITI.MPAI CONNECTORS \S�
ARE IN ADDITION TO THE STANDARD
(VARICO)
RAFTER TO TOP PLATE FASTENERS
WHICH ARE(EJ IOd ER IN O T E NAILED ■ ■ ■ ■ ■ �N
THROUGH THE RAFTER INTO THE PLATE 7x4 P.T.FLOOR JOISTS•I6'O.0
6'-0'TO 40'-0•LENGTH(VARIES) (ItO.G.WHEN OVERHEAD 6'0'TO 14%0'WIDTH(VARIES)
DOOR IS USED) •If .!
FRONT ELEVATION SIDE ELEVATION 4x4 PRESSURE TREATED SKIDS CROSS SECTION
TOWN OF QUEENSBURY
BUILDING DEPARTMENT f
Based on our limited examination,compliance V• ay
with our comments shall not be construed as '
BUILDING CODES, -DESIGNED IN ACCORDANCE WITH pSCE 1-05 AND indicating the plans and specifications are in V'
ALL CONSTRICTION LHI_L COMPLY WITH THE 2010 RESIDENTIAL CODE OF NEW YORK STATE
full compliance with the Building Codes of REQUIREMENTS OF ANT ANC ALL APPLICABLE STATE, -ALL WOOD TO BE SP'7 OR SPF•7 6'WOE
New York State,
COUNTY QUIR AND T LOCAL A T AND CODES JC REGULATIONS -ALL OODSHEATHING TO PE IV U GRADE 1 . Qq
SECLUDING BUT NOT LIMITED TO THE FOLLOWING. -RAFTERS SHALL BE NAILED TO TOP PLATES WITH 4'•9'
4010 RESIDENTIAL CODE CF NEW YORK STATE AND/OR (3)IW TOE NAILS MIN.) a \ 744 P.T.FLOOR
AS AMENDED OR ADOPTED MY LOCAL MUNICIPAL -ROOF SHEATHING SHALL GE SECURED WITH 64)6x(NAILS • ROOF RAFTERS/TYP.J ROOF RAFTERS(TYP.I JOISTS fTYP.1
AUTHOR•TY PER FOOT OF LENGTH AT ALL PANT-EDGES,(3)bd II _ 7 _I�I■�� B'WIDE
NAILS PER FOOT AT ALL OTHER LOCATIONS. 7+4 DOUBLE TOP PLATE 7x4 DOUBLE TOP PLATE I pppp 00 I
444 P.T. /- 6'•O'ENGINEER.NG NOTE, -WALL SHEATHING SHALL GE SECURED WITH 01 6d NAILS (L 744 HEADER 01 7x4 HEADER SKID(T1-P.)•x I'.
THESE DRAWINGS ARE TO BE USED ONLY AS AN PER FOOT.FOR UP TO 120 MPH WIND SPEED. 0 E] ED O (MAX.PB•60 PSF) /n /�\ MAX.Pg•15 PSF) T
ARCHITECTURAL GUIDE RJR THE CONSTRUCTION OF -MAX.DESIGN WIND SPEED IS 170 MPH ( )s( ., IO'WIDE
THW PROJECT.THERE HAS NOT BEEN ANY MECHANICAL. -ASSUMED WIND LOAD EXPOSURE CATEGORY B — - — 1 fit alV
IA
ELECTRICAL OR SITE ENGINEERING PERFORMED FOR -MAX.DESIGN GROUND swot!)LOAD IS 15 PEP,ASSUMING B1 7••I• I f 7'•104• L 7'•104' L 7'•1' t
L
T PROJECT.IT SHALL OE THE RESPONOIDILI-Y OF EXPOSURE IS PARTIALLY SHELTERED CONDITIONS .y T i (
OTHERS TO OBTAIN DESIGN DATA FROM A LICENSED UNHEATED,AND 0.0.50
ENGINEER FOR THESE SYSTEMS.ENGINEERING SHALL -FLOOR LIVE LOAD TOO PSF 0,4 JACK STUD ' 7x4 JACK STAID TT WDE
CONFORM WITH ALL APP_ICABLE LOCAL AND/OR = -- = 2.4 STUD ^ 744 STUD S IX U7 eaSTATE BUILDING CODES AND REGULATIONS, CCNSILT TECHNICAL DEPARTMENT FOR PRODUCT . 7'•104 T L' Y-104' , 7'•104' L 7'•I04' }
STRUCTURE SHALL BE INSTALLED ON A PROPERLY PLACEMENT IN EXPOSURE C AND/OR WIND-BORN i i
PREPARED SUBGRADE.SOT.BEARING CAPACITY SHALL DEBRIS REGIONS 214 SOLE PLATE 214 SOLE PLATE
BE CAPABLE OF SUPPORTING A TOTAL SERVICE = = == H'ODE
GRAVITY LOAD OF A0 PLF ALONG THE FRONT/REAR _� BOOR LINE_ _ -R,Od�1_NF 25 DIIN Iy J
ELEVATIONS. L 6'-0'MAX.OPENING WDTH L �. 3-0'MdX. L 7'-0H' } I'•I(' 1. T'-ION' L 2404' } I-II' ` 2.011' L
l OPENING WIDTHf f 4 i
SEAL TYPICAL DOOR FRAMING DETAILS SKID PLACEMENT
-l/4 h1"-'-'&) FILE COPY
..LOAD BEARNG WALL LOCATIONS
�'/ ISo3 ART A n xv
iff. / tr7�l...k0 i3 un y-i
-
J
I�I /k:T'; A �i� EflMEF'
" -.j ..• PLOT DATE Auqurt 15,70B Ve; P,
�' �� 2 TYPICAL CAPE COD STYLE SHED
ILI
l .,; ROBERT RL.DESMAR IIS,JR.,PE
•
��C 4 43JP ti STRUCTURAL ENGINEERING DATE S/15/13 SCALE 1/4"•I'-0'
A 1470 NEWTON ROAD "o
,OC �z LANCASTER,PA 17603 APR 9 2019 REVISIONS P.N. OD-13
r ,0 1
`r;' NEWYORKLICENEEN•.OBd3Bs / SHEET NO.I OF 1
b, pT)' UNAUTHORIZED REVISIONS V010 THISDOCUNEN- - - I .....d
TOWN OF QUEENSBURY
BUILDING&CODES
,.SLtiiit„Gy4 f� pit _
L 1 1 °
. \,„ T ;•
t IIIWWW ,� ]L
, ? 1, , „ 1
l N ,/I
4,1
.A ‘
` 'itt '. �''f. .fir
,1:1,7,:iliklit. , : : .„ , ., ,i ' .. ' ' .,'' '--f•
� 1
iL1
1:,.i.,1-.14
,,
l-