Elevation and Floor Plan GENERAL NOTES FRAMING NOTES FOUNDATIIIN NOTES
•ALL CANTILEVERS TO BE A 34 RATIO •ALL FRAMING LUMBER MUST BE R2 AND BETTER SPF KD A ALL CONCRETE MUST REACH 3000 PSI AT 28 DAYS
•TOP OF FOUNDATION MUST HE MIN.OF 8'ABOVE GRADE DR BETTER. FOR SLABS WALLS.
•GRADE MUST SLOPE 6'IN 10'FROM ALL SIDE OF BUILDING •ALL SHEATHING MST BE APP RATED •ALL FOOTINGS AND PIERS MUST BE ON UNDISTURBED
SOR 4B'BELDW GRADE OR BELOW LOCAL FROST DEPTH,
A ALL BEDROGNS MUST HAVE AT LEAST DKEGRESS OPENING •ALL STUDS,JOIST,6 RAFTERS 36'OC.UNLESS
CLEAR OPENING 5.J SO.FT.ABOVE AND BELOW GRADE OTHER VISE STATED.TRUSSES SPACED ACCORDING TO •FOOTINGS AND PIER SIZE BASED ON 2500 PST BARING
CLEAR GPENING 5.0 SD.FT.AT GRADE MANUFACTURES SPECIFICATIONS. CAPACITY,
MIN.20'WIDE AND 24'HIGH •FLOOR JOIST MUST BE DOUBLED UNDER PARALLEL PARTITIONS, n FOUNDATION MAST BE PARGED MIN,OF 12'BELOW GRADE
n SAFETY GLASS TO BE PROVIDED IF BATH TURS AROUND ALL FLOOR DPENINGS. AND DAMP PROOFED OR WATER PROOFED TO TOP OF
ONE PANE IS MORE THAN 9 SD.FT. • ALL LUMBER IN CONTACT WITH CONCRETE OR MADE
GLASS
WHICH EVER SOIL CONDITIONS DICTATE.
GLASS IS 18'OR LESS FROM FLOOR MUST BE TREATED. •UNLESS OTHERWISE NOTED SLABS WILL BE 4'THICK WITH
GLASS IS WITHIN 5'OF TUB OR SHOWER 6'%6'WELDED FABRIC,PLACED ON TOP OF 6 MIL PDLY
+EXHAUST FANS TO BE VENTED TO OUTSIDE •HEADERS IN EXTERIOR WALLS AND INTERIOR BEARING WALLS OVER 6.OF COMPACTED GRANULAR FILL.
WILL DOUBLE 2X10 WITH 1/2'PLY WOOD FILLER UNLESS STATED
n SMDKE DETECTOR DIRECT WIRED WITH BATTERY BACK UP. OTHER WISE. A ALL FOOTINGS WILL HAVE 3 PCS.OF k4 REBAR AT BOTTOM
ONE IN EVERY BEDROOM,OHE ON EACH FLOOR,AND +HEADERS WIDER THAN 6'D'WILL BE(3)EXIO WITH 1/2' •ALL PIER FOOTINGS WILL HAVE 3 PCS.OF N4 REBAR IN EACH
WITHIN 10'DF BEDROOM DOOR IN HALLWAY,AS WELL AS BASEMENT FILLER UNLESS STATED OTHERWISE. DIRECTION.
n CARBON MONOXIDE DETECTOR ON LOWEST SLEEPING LEVEL n ALL DPMINGS WIDER THAN 4'0'MUST BE SUPPORTED •ALL CONCRETE WALLS WILL HAVE M/REBAR SPACED APPROX.
•ATTIC ACCESS 3C'%22'NOT IN CLDSET BY 2 JACK STUDS ON EACH SIDE. OH'APART,BARS SHALL BE VERTICAL AND TIED TO FOOTING PINS
•CRAWL SPACE ACCESS 1H'%24'MW. •EXTERIOR WALLS MILL BE 2%6 AND INTERIOR WALLS WILL BE •MS REBAR TO DOWEL FOOTING TO WALL 48'OC.
2%4 UNLESS STATED DTHERWISE�
•
GARAGE FIRE CODE So,TYPE%GYP.BD..ON MALLS AND I FOOTING DRAIN IF NEEDED MUST HE L PERFORATED PIPE
CEILING,TYPE%GYP.HOR ON HOUSE SIDE ON COMMON WALL, •PROVIDE BRIDGING AT MID SPAN OF JOIST 10'OR LONGER T A MIN. L 12'OF CRUSHED STONE.SLOPED 1/B'PER FOOT
3/4 HR.FIRE RATED DOOR SYSTEM WITH SELF CLOSING TO CRY
WELL DR DAYLIGHT.
HINGES N WALL COMMON WITH HOUSE. •ALL SUPPORT COLUMNS MUST MAINTAIN SOLID BLOCKING TO
+ICE AND WATER BARRIER COVERING 24'HORIZONTALLY FRUI FOOTING OR FOUNDATIpJ •BACK FILL SHALL NOT OCCUR BEFORE 28 DAYS OR FLOOR
OUTSIDE EDGE OF EXTERIOR WALLS •ALL INTERIOR DOORS SHOULD BE PLACED 6'FROM CLOSET SYSTEM IS IN PLACE.
+ALL STAIRS SHALL HAVE CLOSED RISERS AND BE EQUIPPED WITH INTERSECTING WALL IF DIMENSION NOT PRDVIDED •1/2'ANCHOR BOLTS MUST BE PLACED 48'O.C.AND WITH IN
HANDRAIL PLACED 34'TO 38'ABOVE NOSING 12'OF ANY CORNER AND A MIN,OF T'IN THE WALL
•ALL EXTERIOR STEPS AND RAILINGS WILL BE DETERMINED
By
FINAL GRADE
CC NOTES FROM DESIGNER
Structure rust be reMlesetl by A Ilnnsetl enRlneer.
DeslRner Is not respamlble ony Alterotlon to pt-
.
t-
on slte.Do not stole.
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tMFC.I.u?ETART xEnulxEu
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SCOTT & JODI-MARI ROWLAND!-.-
WEST DR.,OUEENSBURY NV COVER PAGE 7
LIGHT AND VENT SCHEDULE
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SCOTT & JODI-MARI ROWLAND
WEST DR.,OUEENSHURY NY Poe'
FIRST FLOOR PLAN 5 of 7