Plans & Survey Map6x6" PT post "A"footing to roof beam6x6" PT post "B"footing to floor beam6x6" PT postfooting to roof beam6x6" PT postfooting to floor beam6x6" Knotty pine S4S post to roof beamMust use Simpson postto beam connector @ each post6x6" PT postfooting to floor beamROOF FRAMINGFLOOR FRAMINGCROSS SECTION6x12" No. 1 Pine Beam S4SMust use Simpson postto beam connector @ each post4x10" No. 1 Pine Joist S4SConnect joist to beamusing timber screw @all locations6x6" S4S Pine Post (typ.)- Standing Seam SnapLOK Metal Roof- 60 mil EPDM membrane gluedto knotty pine w/ seams taped- 2x6" Knotty pine T&G "V" groove paneling6x6" PT postfooting to roof beam6x6" PT postfooting to roof beamFIRST FLOORdouble picture frame border54" x 6" premium PT54" x 6" premium PT6x6" PT postfooting to floor beam6x6" Knotty pine S4S post to roof beamMust use Simpson postto beam connector @ each post2x4" stud wall 24" o.c.1x6" "V" groove T&G on inside of wallExterior wall to be vinyl siding(Note: 2x4" walls, as shown, areoptional and not included instructural framing.)2x4" "drink" rail @ 36"height from finished deck36" custom screen doorFRONT ELEVATIONDTDGENERAL NOTES:·ALL MEASUREMENTS MUST BE VERIFIED BY CONTRACTOR.·ALL FASTENERS MUST BE INSTALLED PER MANUFACTURERSSPECIFICATIONS.·SAFE AND RESPONSIBLE CONSTRUCTION PRACTICES MUSTBE ADHERED TO THROUGHOUT CONSTRUCTION.·TEMPORARY BRACING MUST BE USED PRIOR TOINSTALLATION OF ANGLE BRACES AND T&G PANELING.·ENGINEERING CERTIFICATION DOES NOT COVER ANY EXISTINGSTRUCTURE.·ALL FACE MOUNTED JOISTS MUST USE SIMPSON STRONG TIEHANGERS, OR EQUIVALENT.·ALL POST TO BEAM CONNECTIONS MUST USE SIMPSONSTRONG TIE HANGERS, OR EQUIVALENT.·ALL BEAM TO BEAM CONNECTIONS MUST USE SIMPSONSTRONG TIE HANGERS, OR EQUIVALENT.LOAD CRITERIA:1st FLOOR - LIVE = 40 psf, DEAD = 12 psfROOF - SNOW = 60 psf, DEAD = 15 psf, WIND = 15 psf6x6" PT Post (typ.)Simpson post plate @ each post connectionBRACKET DETAILLag bolt or timber screw rim joist to postsadd 2x10" blocking for pest control1x4" pine fascia4x6" S4S PineAngle Brace (typ.)Timber screw AngleBrace to postForstner and plug18" x 18" x 8" concrete footing(2) rows #4 bar, both directionsCompact native soil below footing18" x 18" x 8" concrete footing(2) rows #4 bar, both directionsCompact native soil below footingSOFFIT DETAIL6x12" No. 1 Pine Beam S4SMust use Simpson postto beam connector @ each post4x10" No. 1 Pine Joist S4SConnect joist to beamusing timber screw @all locations- Standing Seam SnapLOK Metal Roof- 60 mil EPDM membrane gluedto knotty pine w/ seams taped- 2x6" Knotty pine T&G "V" groove panelingadd 2x10" blocking for pest control1x4" pine fasciacut bird's mouth in 4x10" joistsOR bevel 6x12" beam- Install flashing to brick veneer- Flash over metal roof- *do not anchor beam and/orjoist to house*6x12" No. 1 grade Pine beam6x12" No. 1 grade Pine beamBEAM SPLICE6x12" No. 1 grade Pine beam5" Timber Screw (typ.)Use (4) 5" Timber Screws (typ.)Splice must be located overupright 6x6" post, as shownSplice seam6x6" pine post placedon existing concreteporch foundation.6x6" pine post placedon existing concreteporch foundation.4x10" No. 1 grade PineValley beam2x8" Pine Rafter 16" O.C.Simpson APVT6 Ornamental"T" Strap (ZMAX - Black)
BarnBarnBarnBarnHOUSEDECK
110'
161'
D NICKIN OASSOCIATES
SURVEYORS ENGINEERS LAND CONSULTANTS
S P.O. Box 388
Lake George, New York 12845
(518) 668-4676 - Phone
(518) 668-4674 - Fax
Scale: 1" = 30'
Date: 22 March 2021
QU: 27_2_10 (old)
QU: 266.03-1-55 (new)CINIKTENGACID.L.MD2003NAIDIREMSE TAICOSSANOSnorthDECK
GARAGE
BARNRevised: Existing 14' x 20' deck to be removedand replaced in kind.Build timber frame porch roof above.Town of Queensbury Zoning RequirementsZone: RR-5ASetbacks:Front = 100'Side = 75'Rear = 100'Min. Percent Permeable = 75%S79°20'35"ES12°5
0
'
3
5
"
WN79°20'35"WN12°50'35"E
196.00'121.0
0
'196.00'121.00'Area = 0.54± acres