HomeMy WebLinkAboutSite PlaniftFinc utpQw FRONT 5ETBAGKPLANTINGLEGEND 42.3' EX15T.
REAR 5ETBAGK 30' MIN. 270' NEW
51DE 5ETBAGK
SYMBOL AMOUNT LATIN/COMMON NAME 51ZE TYPE NOTE
31.08' EXIST.
LOT WIDTH
MF N/A MALU5 FLORIBUNDA
LOT AREA
B & B
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HEIGHT 35' MAX.
JAPANESE FLOWERING CRABAPPLE
5TORIE5 MAX. 2
LOT COVERAGE: STRUCTURE
OK N/A PRUNU5 'OKAME'
OKAME CHERRY
V TO 10' B 7 B
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PARKING 5PAGE5
KL 10 -12 KALMIA LATIFOLIA 3'-41 CONT. PLACE 4' O.G.
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IG N/A ILEX GLABRIA GOMPAGTA 18" TO 24" CONT.
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DWARF INKBERRY
VJ 53 VIBURNUM X JUDII 18" TO 24" B & B
fiv- JUDD VIBURNUM
74 040 1 —000
SITE LOCATION. o2
1 } w' ` 4 LANDSCAPE NOTES
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1. ALL RECREATION EQUIPMENT, INCLUDING THE PICNIC BENGHE5, BENGHE5
5HALL BE PROVIDED AND
INSTALLED BY THE OWNER.
2. CONTRACTOR 5HALL PROVIDE AND INSTALL CEDAR BARK MULCH
IN ALL PLANTING BED5. CEDAR BARK MULCH 5HALL BE PLACED
TO A DEPTH OF 3".
3. CONTRACTOR 5HALL PROVIDE AND INSTALL TOP501L AND SEED
IN ALL LAWN AREAS. TOP501L 5HALL BE PLACED TO A DEPTH
OF 6". '4
DO NOT HEAVILY PRUNE THE TREE AT PLANTING.
PRUNE ONLY CROSSOVER LIMBS, GO -DOMINANT
LEADERS, AND BROKEN OR DEAD BRANCHES.
50ME INTERIOR TWIG5 AND LATERAL BRANCHES
MAY BE PRUNED; HOWEVER, 00 NOT REMOVE
THE TERMINAL BUDS OF BRANCHES THAT
EXTEND TO THE EDGE OF THE GROWN.
STAKE TREES ONLY UPON THE APPROVAL
OF THE LANDSCAPE ARCHITECT
SEE STAKING DETAIL.
WRAP TREE TRUNKS ONLY UPON THE
APPROVAL OF THE LANDSCAPE ARCHITECT.
SEE WRAPPING DETAIL.
MARK THE NORTH 51DE OF THE TREE
IN THE NURSERY, AND ROTATE TREE
TO FACE NORTH AT THE 51TE WHEN EVER
POSSIBLE.
SET TOP OF ROOT BALL FLUSH TO
GRADE OR 25-50 MM (1-2 IN.)
HIGHER IN SLOWLY DRAINING SOILS.
200 MM (8 IN.)
I EACH TREE MUST BE PLANTED SUCH THAT
THE TRUNK FLARE 15 V151BLE AT THE TOP
OF THE ROOT BALL. TREES WHERE THE TRUNK
MULCH RING FLARE 15 NOT V151BLE SHALL BE REJECTED.
1800 MM (6 FT.) DIAM . MIN. DO NOT COVER THE TOP OF THE ROOT
MM (SFT.) DIAM. PREFERRED BALL WITH SOIL.
77
100 MM (4 IN.) HIGH EARTH SAUCER
BEYOND EDGE OF ROOT BALL.
50 MM (2 IN.) MULCH. DO NO PLACE ? ? ? ? ? ? ? ? ? ? ?
MULCH IN CONTACT WITH TREE TRUNK. ? ? ? ? ? ? ? REMOVE ALL TWINE, ROPE AND WIRE, ANDMAINTAINTHEMULCHWEED -FREE FOR ? ? ? ? z ? ? ? ? ? ? ? ? ? ? ? ? ? ' ? ' ?
A MINIMUM OF THREE YEARS AFTER ? ? ? ? ? ? ° ? ? ? ? ? ? ?
LANTING. ? ? ? ? ? ? ? ? ? ?
BURLAP FROM TOP HALF OF ROOT BALL
P ? ? ? ? ? ? ? ? ? ? ? ? ? ? ? ? ? IF PLANT 15 SHIPPED WITH A WIRE BASKET AROUND
THE ROOT BALL, GUT THE WIRE BASKET IN FOUR PLACES
AND =OLD DOWN 200 MM (8 IN.) INTO PLANTING HOLE.
PLACE ROOT BALL ON UNEXCAVATED
NOTE: FOR DIMENSIONS OF OR TAMPED SOIL.
PLANTING AREAS, TYPES OF SOIL
AMENDMENTS, OR 501L REPLACEMENT, TAMP 501L AROUND ROOT BALL
5EE "501L IMPROVEMENT DETAILS." BASE FIRMLYWITH FOOT PRE55URE
50 THAT ROOT BALL DOES NOT SHIFT.
TREE PLANTING DETAIL - B&B TREES IN ALL 501L TYPES
NOTE: TH15 DETAIL ASSUMES THAT THE PLANTING SPACE 15 LARG-ER THAN 2400 MM (8 FT )
SQUARE, OPEN TO THE SKY, AND NOT COVERED BY ANY PAVING GR GRATING.
5 10'- 26" E 385.68'
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6 YJ p ,oAWN-7
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SCOPE OF WORK
6 YJ
REMOVE EX15TING GARAGE
1. CONVERT EXISTING EXISTING 8—ROOM BOARDING HOUS.E TO 3—FAMILY HOUSE
2, REMOVE ALL EXISTING PLUMBING AND ELECTRIC FIXTURES.
3. INSTALL ALL NEIN BATHS AND KITCHENS, LIVING SPACES A5 PER PLANS AND INTERIOR
AND EXTERIOR FINISHES
4. EXPAND NEN PAVED AREA FOR INCREASED PARKING AND LANDSCAPING
RFn/Al_I_()1NF17 PRo PnSFo
ALL
PLAN5
FRONT 5ETBAGK 30' MIN. 42.3' EX15T.
REAR 5ETBAGK 30' MIN. 270' NEW
51DE 5ETBAGK 15' MIN. 15' EXIST.
AGGREGATE 51DE 15' MIN. 31.08' EXIST.
LOT WIDTH 100' MIN. 66' EXI5TING
LOT AREA 10,000 5.F. 26,183.43 5.F.
HEIGHT 35' MAX. 32.8'
5TORIE5 MAX. 2
LOT COVERAGE: STRUCTURE MAX. 8.6%
A5
NEEDED
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PARKING 5PAGE5 MIN. 9
RECREATION AREA * MIN.
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COMMERCIAL G-1 015TRICT
BLOCK: 065 LOT: 000 MAP 069
TAKEN FROM SURVEY FOR JOHN EOANOU BY
FULLER ENGINEERING & LAND 5URVEYOR5
DATED: 8-18-14
PLOT PLAN
SCALE: 1" = 20'
OCT 21 2020
0
FSV
APPLICABLE CODES:
2015 icz
2017 NEC
2009 ANSI 117.1 ACCESSIBILITY CODE
2018 CSFSC
BUILDING CLASSIFICATION:
TYPE 5ACONSTRUCTION
BUILDING USE GROUP:
RE5lDENTIAL GtOUP R -a
I iAZARD CLASSIFICATION:
NON -HAZARD
F IRE PROT ECTION:
NON-SPRINKLERED
BUILDING ATTRIBUTES
AREA PER FLOOR
BASEMENT = 2.01"1 Sa. FT,
FIRST FLOOR = 2,01-7 5a. FT.
SECOND, FLOOR = 2,01-7 5Q. FT,
TOTAL AREA =
BUILDING HEIGHT
MEAN HEIGHT = 26,-5"
RIDGE HEIGHT = 33'T'
17
GHAIRPER50N OR 5EGRETAR)" 17A TE
IMPROYEMENT5 TO BE COWLETED BY.•
APPROVED BY THE MONTVILLE INLAND NETLAND5 & YiATERCOUR5E COMMISSION
CHAIRPER50N OR 5EGRETARY DATE
1
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OCT 12, 2020
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OCT 12, 2020
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36'-1"
12'-10 11/161,
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5-6 3/4" 4'-1 1/211
FIRST FLOOR PLAN
SCALE: 1/4" _ 1,_011
o Size = Min 3'-0" wide (32" clear when 90° open) and 6'-8" in height.
Door hardware = operable with a single effort without requiring ability to grasp hardware.
Effort to operate doors = 8.5 pounds at exterior doors and 5 pounds at interior doors
Door hardware height = 30" — 44" above floor.
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Cow hardware = operable with a s ingle efrt with out requ king ati lity tc. gira-s F ha -d'%Fare.
Effort to operate doors = 8.51 pounds at exterior moors and ED you nds at interi or d o rs
C C mr hardware heig ht = 30" — 44° abs f aor.
TOILET ROOM FIXTURES AND ACCESSORIES.
water d os et h eig ht = Mi n. 111= ` tv nw. 'I'`
water d met flus h control = r1it ax. 44' abaye floc *.
Grab hers = 1 1.14" o - 1 122- o nmu nted at 2,12-j" above Hoar with I VZ' wall dearan oe.
Tavel, s anitay napkins and w9stereoeptiacles = Pir1 ax. 49abonve1 fioof.
kinal = F%lin. 14 feat walls nd 17" abcRoe flax %with ocable mrTtrol at n "" ab- s
the floc -r.
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5 GSL E : 114" = 1 '-0" 5 GAL E : 1/4" = l'-011
DATE:
OCT 12, 2020
SCALE:
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2 X 10 RAFTERS AT 16" O.G.
5/8" GDX PLYYVOOD SHEATHING
15 LB. ROOFING FELT
ARCHITECTURAL GRADE ASPHALT
SHINGLE ROOFING
R-49 FIB. GL. INSULATION
1" VENT STRIP
2 X 10 CEILING J015T5 AT 16" D.G.
5/8" 5HEETROGK CEILING
2 X 6 EXTERIORWALL FRAMING WITH
2) 2 X 6 TOP PLATE & 2 X 6 SOLE PLATE
1/2" GDX PLYWOOD SHEATHING
TYVEK' BUILDING WRAP
WD. OR VINYL GLAPPOARD SIDING
5/8" 5HEETROGK INTERIOR FINISH
FINISH ROOFING
ROOFING MEMBRANE
FLASHING --
TRIM ---
FASCIAFASCIA -----
SCREENED VENT
FINISH SIDING
SHEATHING -
INSULATION
SHEATHING
PER PLANT
SIMP50N Ht0-2-
NOTE:
BLOGKING BETWEEN RAFTERS AND
ADDITIONAL SHEARTRANSFER NOT
5HOWN FOR CLARITY. SEE APPLIGA
DETAILS AS REQUIRED.
2x WOOD RAFTERS
VENTED AIRSPACE
BAFFLE
VAPOR BARRIER
5OFFIT PENT
W/ CEIUNG
TJI FLOOR JOISTS AT 16" 7O.C.
2 Hour Fire -Rated Construction
3/4" COX PLYWOOD 5UBFLOORING
Construction Detail Description
ROBIN PAPER
508" &4EETRocX FIREC01
e
F-23
HARDWOOD FIN. FLOORING
or 511' FieEFm Brand A - TcuL,,m Emm
panels
BOUND INSULATION BATTS
1-5/8" steel run chat
1-3/8" x 718" corner
Slwthing
518" FIREGODE SHEETROGK CEILING 00
joints finished
2-1/2" concrete deci
optional veneer Plast
I
x ---
EXISTING EXTERIOR LL
Provide minimr um t' end d.stance
Fowcoft Core %psum Panels, irewy We
E& nt mbi rrofIL
2x4 wood studs 16" ac.
Simpson Strong -Tie
G516
2 X 10 FLOOR J015T5 AT 16" O.G.
3/4" GDX PLYYVOOD 5UBFLOORING
ROSIN PAPER
HARDWOOD FIN. FLOORING
R-38 FIBERGLASS INSULATION
5/8" FIREGODE 5HEETROGK CEILING
1
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a EXI5TING FOUNDATION YVALL
a
WALL DETAIL
BASEMENT/FIRST FLOOR A55EMBLY
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Base Layer: 5/8" (15.9 rrirrl) T€7ughRc ck,, Firegu rd CO cdypsum boalr-d or 5/8" (15.9 mrn) DensArmor Plus' Fir-c.(jliard 2" (UL L505 drily) applied pet-peridicular to 2" x
10" wood joists 16" (406 rnm) o,c. With 2-1 `2'' (4 rr ni) 8d c_errlent coated nails 7" (178 rnm) o.c. Rcisilient c:harlrwL 2;. ti61 rrrrrl) c.€ . a aplic€ f c.r+r diE_ular to wood
framing through base layer with 2-1/2" (64 mm) long screws. Double channel insta.lerd at face layer end joints. Face Layer- 5#.8" (15.9 mm) ToughRock Fireguard C
gypsuf-1 balani applied or 5/8" (15.9 mm) DensArmor Plus Fireguard V' (UL L505 only) applied perpendicular to resilient channels with 1" (25 rrm) Type S screws 12"
305 rvim) o.c;. Wood joists suppo Cling 1" (25A MI`11) nominal, T&G wood subfloor and 1" (25 mrYi) nominal woad Wish Boer or 15/32" (11.9 MM) plywood subfloor and
19/32" (15.1 mm) plywood finish floor applied perpendicular to joists With joints staggered..
Hourly r~ly Ratin : 2-hour
SIC Rating.,
Fire Test Reference-- UL 1_505, WL L505, GA FC 5 242
Sound Test Reference -
Approved for Assembly:
ToughRockO Fireguard C P-oducts
DensArmor Plusl' Fireguard C t'* Pr•oducls
0
UNIT 5EFARATION VALL
2
EXTERIOR YALL
kNALL
LING J015T5 AT 16" O.G.
7L. IN5ULATION
ODE 'X' 5HEETROCK FIN. CEILING
NEN 2 X 6 EXTERIOR Y,IALL
R-21 FIB. GL. INSULATION
5/8" FIRECODE 'X' SHEETROCK FIN15H
2' TRU55-JO15T5 AT 16" O.G.
FIRE -RATED PLYYgOOD 5UBFLOOR
ND ATTENUATION BLANKET INSULATION
FIRECODE 'X' 5HEETROGK CEILING
TING EXTERIOR Y ALL
FIREGODE 'X' SHEETROCK FIN15H
2 X 10 FLOOR J015T5 AT 16" Q.G.
R-38 FIB. GL. INSULATION
2 -HR FIRE -RATED FLOOR 5Y5TEM
EXISTING CONCRETE FOUNDATION YqALL
NG GONG. SLAB ON GRADE
32
39 56
CK -6112-7
Based on I -1l4' fwxrttl vrooc
f bor
CK -6412-8
Based on 1-114" nominal woes
f bor, 44 oz carpet and 4B os
pad amp timing
SA92L
B-52
2 Hour Fire -Rated Construction
Construction Detail Description
5/fr Stf ETFm Brand Type X Emu St eatri ng IL On LW5,
508" &4EETRocX FIREC01
SA700 F-23
or 511' FieEFm Brand A - TcuL,,m Emm
panels
1-5/8" steel run chat
1-3/8" x 718" corner
Slwthing
brackets
joints finished
2-1/2" concrete deci
optional veneer Plast
7 )e 1d QIn.,F RnaQn
Base Layer: 5/8" (15.9 rrirrl) T€7ughRc ck,, Firegu rd CO cdypsum boalr-d or 5/8" (15.9 mrn) DensArmor Plus' Fir-c.(jliard 2" (UL L505 drily) applied pet-peridicular to 2" x
10" wood joists 16" (406 rnm) o,c. With 2-1 `2'' (4 rr ni) 8d c_errlent coated nails 7" (178 rnm) o.c. Rcisilient c:harlrwL 2;. ti61 rrrrrl) c.€ . a aplic€ f c.r+r diE_ular to wood
framing through base layer with 2-1/2" (64 mm) long screws. Double channel insta.lerd at face layer end joints. Face Layer- 5#.8" (15.9 mm) ToughRock Fireguard C
gypsuf-1 balani applied or 5/8" (15.9 mm) DensArmor Plus Fireguard V' (UL L505 only) applied perpendicular to resilient channels with 1" (25 rrm) Type S screws 12"
305 rvim) o.c;. Wood joists suppo Cling 1" (25A MI`11) nominal, T&G wood subfloor and 1" (25 mrYi) nominal woad Wish Boer or 15/32" (11.9 MM) plywood subfloor and
19/32" (15.1 mm) plywood finish floor applied perpendicular to joists With joints staggered..
Hourlyr~ly Ratin : 2-hour
SIC Rating.,
Fire Test Reference-- UL 1_505, WL L505, GA FC 5 242
Sound Test Reference -
Approved for Assembly:
ToughRockO Fireguard C P-oducts
DensArmor Plusl' Fireguard C t'* Pr•oducls
0
UNIT 5EFARATION VALL
2
EXTERIOR YALL
kNALL
LING J015T5 AT 16" O.G.
7L. IN5ULATION
ODE 'X' 5HEETROCK FIN. CEILING
NEN 2 X 6 EXTERIOR Y,IALL
R-21 FIB. GL. INSULATION
5/8" FIRECODE 'X' SHEETROCK FIN15H
2' TRU55-JO15T5 AT 16" O.G.
FIRE -RATED PLYYgOOD 5UBFLOOR
ND ATTENUATION BLANKET INSULATION
FIRECODE 'X' 5HEETROGK CEILING
TING EXTERIOR Y ALL
FIREGODE 'X' SHEETROCK FIN15H
2 X 10 FLOOR J015T5 AT 16" Q.G.
R-38 FIB. GL. INSULATION
2 -HR FIRE -RATED FLOOR 5Y5TEM
EXISTING CONCRETE FOUNDATION YqALL
NG GONG. SLAB ON GRADE
32
39 56
CK -6112-7
Based on I -1l4' fwxrttl vrooc
f bor
CK -6412-8
Based on 1-114" nominal woes
f bor, 44 oz carpet and 4B os
pad amp timing
SA92L
B-52
Hourly Rating: 1 -hour
STC Rating:
Fire Tett Reference: UL U309, cUL U309, GA WP 8109
Sound Test Reference:
Approved for Assembly.
DensArmor PlusO Fireguard C` Products
DensArmor P(usO Fireguard"' Products
DensElernenV) Barrier Sheathing
DensGlassO Fireguards Sheathing
DensShield`b FireguardO Tile Backer
ToughRockO' Fireguard D` P-oducts
ToughRocku Fireguard X0 Mold Guard`' Products
ToughRockQ9 Fireguard XO Products
ToughRock'9 Lite -Weight Fire -Rated Products
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OCT 12, 2020
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n 5/fr Stf ETFm Brand Type X Emu St eatri ng IL On LW5, SA700 F-23
or 511' FieEFm Brand A - TcuL,,m Emm 114
Slwthing
SttiTRocK Brand :.au COR GyPium I
x --- Panels or &ti mm Brand Waller est rt
Fowcoft Core %psum Panels, irewy We
2x4 wood studs 16" ac.
rots exposed or finished
Hourly Rating: 1 -hour
STC Rating:
Fire Tett Reference: UL U309, cUL U309, GA WP 8109
Sound Test Reference:
Approved for Assembly.
DensArmor PlusO Fireguard C` Products
DensArmor P(usO Fireguard"' Products
DensElernenV) Barrier Sheathing
DensGlassO Fireguards Sheathing
DensShield`b FireguardO Tile Backer
ToughRockO' Fireguard D` P-oducts
ToughRocku Fireguard X0 Mold Guard`' Products
ToughRockQ9 Fireguard XO Products
ToughRock'9 Lite -Weight Fire -Rated Products
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SHEET:
AI.
GENERAL REQUIREMENTS
1. ALL YNORK SHALL COMPLY YNITH STATE AND LOCAL CODES AND ORDINANCES, AND SHALL BE
DONE TO THE HIGHEST 5TANDARD5 OF CRAFTSMANSHIP BY JOURNEYMEN OF THE RESPECTIVE
TRADES.
2. THE CONTRACTOR SHALL PRESENT THE BUILDING TO THE OYNNER FOR ACCEPTANCE, GLEAN AND
READY FOR OCGUPANGY. ALL GLASS SHALL BE GLEANED AND POLISHED, FLOORS 5YNEPT
BROOM GLEAN AND EXTERIOR HAND RAKED FREE OF TRASH AND DEBRIS.
3. CONTRACTOR SHALL CARRY BUILDERS RI5K "ALLRI5K" INSURANCE TO COVER THE C05T OF TH15
YNORK AND ALL YNORKER5 COMPENSATION AS REQUIRED BY LOCAL REQUIREMENTS.
4. CONTRACTOR SHALL MAINTAIN THE JOB CLEAR OF TRASH AND DEBRIS. ALL YNASTE MATERIALS
SHALL BE REMOVED FROM THE 51TE PRIOR TO SUBSTANTIAL COMPLETION AND PRIOR TO FINAL
ACCEPTANCE.
5. CONTRACTOR SHALL VISIT THE 51TE AND BECOME FAMILIAR YNITH ALL CONDITIONS. ALL YNRITTEN
FIGURES (NOTES AND DIMENSIONS) ON THE FLOOR PLANS OR SPECIFICATIONS SHALL TAKE
PRECEDENCE OVER ANY DRAYNN FIGURES (ELEVATIONS). DO NOT SCALE BLUEPRINTS. ALL
DIMENSIONS MUST BE VERIFIED BY THE CONTRACTOR BEFORE STARTING CONSTRUCTION. ANY
DISCREPANCIES ON THE PLANS OR THE 5PEGIFIGATION5 MUST BE REPORTED TO THE ARGHITEGT
PRIOR TO STARTING ANY YNORK.
51TE YNORK
1. STRIP 51TE OF EXISTING TOP501L AND STOCKPILE FOR REUSE IN LANDSCAPING. ALL TREE5, 50
DESIGNATED, SHALL BE PROTECTED FROM DAMAGE OF CONSTRUCTION PROCESSES AND
MACHINES.
2. EXCAVATE, FILL AND REGRADE 51TE TO FIN15H GRADES NOTED ON PLANS. SPREAD UNIFORM
LAYER OF EXISTING TOP501L OVER ENTIRE REGRADED AREA. PROVIDE FENGE5, BARRIGADE5
AND/OR LIGHTS AROUND ALL OPEN TRENCHES, EXCAVATIONS AND OTHER HAZARDS.
3. BACKFILLING OPERATIONS ARE THE RESPONSIBILITY OF THE CONTRACTOR. FOUNDATION YNALL5
SHALL BE ADEQUATELY BRACED BEFORE BAGKFILLING. ALL BACKFILL MATERIALS SHALL BE
APPROVED GRANULAR MATERIALS COMPACTED TO q0% PROCTOR DENSITY.
4. NO BACKFILLING AROUND FOUNDATION SHALL BE PERFORMED UNTIL COMPLETION OF FIRST
FLOOR FRAMING AND YNATERPROOFING OF FOUNDATION YNALL5.
5. ROUGH GRADE AROUND THE BUILDING TO AN ELEVATION 6" BELOYN THE PROP05ED FINISHED
GRADES. STOCKPILED TOP501L SHALL BE SCREENED TO REMOVE ALL STONES, ROOTS,
BRANCHES, ETC. AND SHALL BE SPREAD OVER ALL DISTURBED EARTH AREAS TO A MINIMUM
DEPTH OF 6". ANY REMAINING TOP501L SHALL BE LEFT FOR THE OYNNER5 USE.
6. RAKE ALL AREAS DESIGNATED AND SEED YNITH AN APPROVED MIXTURE OF PERRENIAL 67RA55
SEED.
7. PROVIDE 4" PERFORATED FOUNDATION DRAIN IN 12" GRU5HED STONE OR GRAVEL YNITH A
LAYER OF SALT HAY OVER.
8. GRADE FOR DRIVEYNAY YNITH 4" ITEM -4 AND 2-COUR5E BITUMEN SURFACE.
q. PROVIDE CONCRETE YNALK5, PATIOS AND/OR OTHER 51TE AMENITIES AS PART OF THE
CONGRETE" SECTION.
CONCRETE
1. ALL CONCRETE FOR SLABS AND FOOTINGS SHALL DEVELOP 31000 P.5.1. IN 28 DAYS.
2. ALL FOOTINGS SHALL BE FORMED TO MEET 51ZE5 INDIGATED ON DRAYNIN65 OR DETAILS.
3. YNELDED-YNIRE-MESH SHALL BE 6 X 6, 10/10, CONFORMING TO A.5.T.M. 5PEG. A-185.
4. POURED FOOTINGS SHALL BE PLACED ON UNDISTURBED SOIL, REGARDLESS OF ELEVATIONS
5HOYNNOR NOTED ON DRAYNIN65.
5. CONCRETE SLABS SHALL BE POURED ON 6" OF COMPACTED GRAVEL. FINISH 5URFAGE YNITH
Y400D FLOAT. PITCH YNALK5 AYNAY FROM BUILDING AND NET DOYNN BY HOSE TO CHECK FOR
PROPER DRAINAGE.
6. USE %" EXPAN51ON JOINT MATERIAL ABUTTING VERTIGAL AND HORIZONTAL ELEMENTS.
MA50NRY
1. MORTAR SHALL BE FRESHLY PREPARED AND UNFORMLY MIXED AND SHALL GONFORM TO
A.5.T.M. SPEC. 270.
2. GROUT SHALL BE OF FLUID GON515TENCY.
3. MASONRY UNITS SHALL BE SOUND, DRY, CLEAN AND FREE FROM CRACKS. GONGRETE BLOCKS
SHALL BE GRADE "A" LOAD-BEARING, CAREFULLY LAID UP IN FULL GEMENT MORTAR JIOINTS.
ALL EXPOSED JOINTS SHALL BE CAREFULLY TOOLED AND MORTAR DROPPINGS GLEANED UP
CARPENTRY
1. FRAMING OFTHE ENTIRE PROJECT SHALL EREGTED PLUMB, LEVEL AND TRUE, 5EGURELY NAILED,
JOISTS, STUDS AND RAFTERS SHALL BE DOUBLED AROUND ALL OPENINGS. ALL FLUSH HEADERS
SHALL BE CONNECTED YNITH METAL HANGERS.
2. FRAMING LUMBER FOR JOISTS, ETC. SHALL BE DOUGLAS FIR, NO. 2, MAXIMUM M015TURE
CONTENT AT 1q% ON DELIVERY, BASE Fb = 875 P51; Fb = 1,100 P51 FOR REPETITIVE MEMBERS.
3. GATS, BRIDGING, ETC. TO BE HEMLOCK FIR, FRAMING GRADE, 1q% MOISTURE CONTENT.
4. YNALL SHEATHING, YNHERE FRAMED OUT, SHALL BE A" EXTERIOR GRADE GDX PLYYNOOD.. ROOF
DEGKING SHALL BE %" EXTERIOR GRADE GDX PLYYNOOD. 5UBFLOORING SHALL BE Y" TONGUE -
AND -GROOVE, GDX PLYYNOOD, MINIMUM OF 5 PLIES FOR TILE AND GARPET AND %" GDX
PLYYNOOD, MINIMUM 3 PLIES FOR HARDYNOOD FLOORING (PLYYN00D TO BE SGREYNED AMD
GLUED).
5. ALL WOOD WF+IGH COMES IN CONTACT WITH GONG
EXTERIOR CONDITIONS SHALL BE PRE55URE-TREATEiB(S)kEE5 OTHV25Fw_-5j€_VALLY TREATED
1NITH ALTERNATE PROPTEGIVE MEASURES.
6. YNOOD BLOCKING SHALL BE 50LID AND MATCH THE DEPTH OF MAIN MEMBERS.. FRAMING
5HOYNN ON PLANS 15 FOR STRUCTURAL PURPOSES ONLY, ALL BLOGKING AND MEMBERS
REQUIRED BY CODES ARE IN ADDITION TO MEMBERS SHOYNN.
7. BRIDGING ON ALL FLOOR JOISTS SHALL BE AT INTERVALS NOT TO EXGEED 8-0" SPANS.
8. 51DING SHALL BE. CEDAR SHINGLE SIDING.
9. INTERIOR TRIM SHALL BE AS SELECTED BY OYNNER AND SHALL BE NEATLY FITTED, MITERED AND
COMPLETE.
THERMAL AND MOISTURE PROTECTION
1. INSULATION SHALL BE FIBEROLA55 BATT5 YNITH KRAFT PAPER BACKING OR IN LIEU OF BACKING,
USE 6 MIL POLYVINYL VAPOUR BARRIER. PROVIDE INSULATION AS PER CODE:
CEILING/ROOF A55EMBLY: R-30
EXTERIOR YNALL5: R-15
FLOORS (OVER UNHEATED
SPACES: R-30 MIN.
2. EXTRIOR FINISH SHALL BE: SEE UNDER CARPENTRY SECTION
3. PROPERLY FLASH ROOF, EAVES, DOORS AND YNINDOYN5 YNITH COPPER FLASHING, 20 OZ.
OR BETTER.
4. GAULK ALL EXTERIOR JOINTS, INCLUDING YNIN00YN5, DOORS AND IN PARTICULAR
BETYNEEN D1551MILAR MATERIALS. CAULKING SHALL BE PERMANENT, ELASTIC
COMPOUND CAPABLE OF HOLDING PAINT.
DOORS, YNI N DOYN5 AND 67LA55
1. ALL DOORS SHALL BE EQUIPPED YNITH HARDYNARE AND SHALL BE SEALED TOP, BOTTOM AND
ALL SIDES, OPERATING SNUG AND SMOOTH.
2. EXTERIOR DOORS AND TRANSOMS SHALL BE YN00D FRAMED YNITH PAINT FINISH BY MORGAN
OR EQUAL. DOORS AND TRAN5OM5 SHALL HAVE INSULATED, LON-E GLASS PANELS, PROPERLY
OPERATING HARDYNARE AND BUTT HINGES, ALUMINUM SADDLES AND LOGK5 YNITH CYLINDERS.
3. INTERIOR DOORS SHALL BE 50LID GORE YN00D DOORS OR PANEL DOORS YNITH TRIM AND
FRAMES BY MORGAN OR EQUAL. DOORS, AS MARKED FOR FIRE -RATING, SHALL BE HOLLOYN
METAL YNITH INSULATION OR `B LABEL Y400D DOORS YNITH STEEL FRAMES.
4. ALL YNIN00YN5 SHALL BE MARVIN OR EQUAL AND SHALL BE CAULKED AND YNEATHER5TRIPPED,
SEALED ON ALL EDGE5 AND 5URFAGE5 AND SHALL BE OPERATING SNUG AND SMOOTH.
OPERATING YNIN00YN5 SHALL BE DOUBLE -HUNG OR AS 5HOYNN ON PLANS AND YNINDOYN SCHEDULE.
5. ALL GLAZING FOR YNIN00YN5 SHALL HAVE INSULATED, LON-E GLASS.
FINI5HE5
1. ALL EXTERIOR YNALL5 AND INTERIOR PARTITIONS SHALL HAVE Y2" THIGK GYPSUM YNALLBOARD
AND SHALL BE TAPED, FILLED (THREE GOATS) AND SANDED SMOOTH. USE 5/8" FIRE -RATED
GYPSUM YNALLBOARD IN GARAGE AND AS NEGE55ARY FOR GORE. PROVIDE METAL CORNER
BEADS AND OTHER GYPSUM YNALLBOARD AGGE55ORIES AS REQUIRED.
2. CERAMIC TILE BY AMERICAN OLEAN OR EQUAL, DOLOR, 51ZE5 AND PATTERNS A5 DIRECTED
BY OYNNER AND SHALL BE COLOR GOORDINATED YNITH PLUMBING FIXTURES.
3. ALL GEILIN65 SHALL BE %" THIGK GYPSUM YNALLBOARD AND 5/8" THIGK FIRE -RATED GYPSUM
YNALLBOARD IN GARAGE AND UTILITY AREAS OR AS NOTED.
4. PAINTING:
INTERIOR PARTITIONS: PRIME AND ONE GOAT, LATEX FLAT.
INTERIOR TRIM: PRIME AND PAINT, LATEX 5EM1-671-055.
YNOOD FLOORING: THREE GOATS POLYURETHANE.
ALL PAINTUING AND STAINING SHALL BE OF THE HIGHEST QUALITY NORKMAN5HIP, FREE OF RUNS
AND SAGS, YNITH STRAIGHT GUTS. PAINT AND/OR STAIN SHALL BE APPLIED AS REGOMMENDED
BY THE MANUFACTURER, YNITH ALL GOATS ON ANY ONE 5URFAGE BY THE SAME MANUFACTURER
MECHANICAL
1. CONTRACTOR SHALL PROVIDE AND INSTALL NEN HYDRO -AIR, OIL -FIRED HEATING AND SPLIT -SYSTEM AG UNITS
BY GARRIER OR EQ. UNITS SHALL BE INSTALLED IN ACCORDANCE YNITH STATE AND LOCAL GODE5 AS YNELL AS NI
THE STATE ENERGY GON5ERVATION GORE. COORDINATE YNORK YNITH ALL OTHER TRADES.
2. HEATING SHALL BE 5UFFIGIENT TO MAINTAIN 70 DEGREES F. INDOOR TEMPERATURE AT 0
DEGREES F. OUTDOOR TEMPERATURE.
PLUMBING
1. CONTRACTOR SHALL PROVIDE FOR AND INSTALL PLUMBING, RELATED FIXTURES, ETG. ALL
YNORK SHALL COMPLY YNITH STATE AND LOCAL ORDINANCES. TERMINAL HOOKUP OF ALL
FIXTURES 15 REQUIRED. CONTRACTOR SHALL INSTALL AND GHEGK ALL PRE55URE REDUGING
VALVES AND OTHER SAFETY DEVICES PRIOR TO OPERATION OF THE SYSTEM.
2. PROVIDE HOT AND GOLD NATER SUPPLY IN COPPER AND SOIL AND YNA5TE IN PVG.
3. ALL PLUMBING FIXTURES TO BE KOHLER OR EQUAL, INSTALLED IN UNMARRED CONDITION AND
PROTECTED TO COMPLETION OF YNORK.
4. ALL PLUMBING
ASOIRLLEOONDOTIBUT PLUMBER LIGEN5ED TO DO YNORK IN THE GITY/TOYNN
ELEGTRICAL
1. GONTRACTOR U51N67THE5E DRAYNIN65 SHALL COMPLY YNITH ALL LAYN5, ORDINANCES AND
REGULATION5 BEARING ON THE 5GOPE AND CONDUCT OF THE YNORK. ALL YNORK SHALL BE
INSTALLED IN 5TRIGT AGCORDANGE YNITH THE REQUIREMENTS OF THE NATIONAL BOARD OF
FIRE UNDERYNRITER5 CODE, THE LOCAL PUBLIC SERVICE GOMPANY AND ALL OTHER AUTHORITIES
HAVING JURISDICTION.
2. ALL EXTERIOR LIGHTING SHALL COMPLY YNITH LOCAL AND STATE BUILDING GODE5.
3. ALL 5YNITGHE5 SHALL BE LOCATED 4-0" TO CENTER OF PLATE ABOVE THE FINISHED FLOOR AND
6" TO GENTERLINE OF PLATE FROM DOOR BUCKS OR NEAREST CORNER, UNLESS OTHERYN15E
NOTED ON THE DRAYNINGS.
4. ALL FLUORESCENT LAMPS SHALL BE FURNISHED BY THE CONTRACTOR AND SHALL BE COOL
YNHITE.
5. ALL ELEGTRIGAL YNORK TO BE DONE BY AN ELEGTRIGIAN LIGEN5ED TO DO YNORK IN THE
CITY/TOYNN OF UNGA5VILLE, GONNEGTICUT
6. HEATING SYSTEM TO BE ELEGTRIG BASEBOARD.
MISC. NOTES
DESIGN LOAD:
GROUND FLOOR: 40 P.5.F. LIVE LOAD SECOND FLOOR- 40 P.5.F.(BEDROOM5)/ 30 P.S.F.(OTHER SPACES
15 P.5.F. DEAD LOAD 15 F.B.F. DEAD LOAD
ATTIC: 20 P.5.F. LIVE LOAD ROOF: 30 P.S.F. LIVE LOAD
10 P.5.F. DEAD LOAD 10 P.5.F. DEAD LOAD
501L BEARING PRE55URE ASSUMED TYNO TONS PER 5Q. FT. (TO BE VERIFIED IN FIELD).
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OCT 12, 2020
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DOOR SCHEDULE
NUMBER LABEL QTY 51ZE DESCRIPTION CODE COMMENTS
001 3066 3 3068 R IN HINGED -DOOR PO4
D03 2468 4 2468 L IN HINGED -DOOR PO4
D04 2468 3 2468 R IN HINGED -DOOR PO4
D05 2668 2 2668 L POCKET -DOOR PO4
DDS 2668 3 2668 L IN HINGED -DOOR PO4
DOq 2668 3 2666 R IN HINGED -DOOR PO4
D12 2868 5 2868 L IN HINGED -DOOR PO4
D13 2868 6 2868 R IN HINGED -DOOR PO4
D14 3068 1 3068 L EX EXT. HINGED -DOOR E21
D15 3068 1 3068 R EX EXT. HINGED -DOOR E21
D16 5468MU 1 5468 MULLED UNIT
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OCT 12, 2020
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YNINDOYN SCHEDULE
NUMBER LABEL QTY 51ZE EGRE55 DESCRIPTION CODE COMMENTS U -FACTOR 5HCGC
YN01 264ODH 2 264ODH DOUBLE HUNG 0.2q 0.2q
YN02 2840FX 2 2840FX FIXED 67LA55 0.2q 0.2q
YN03 2840DH 2 2840DH DOUBLE HUNG 0.2q 0.2q
YN05 284gDH 4 284gDH DOUBLE HUNG 0.2q 0.2q
YN06 2655DH 1 2855DH YES DOUBLE HUNG 0.29 0.2q
Nob 5755MU 6 5755 YES MULLED UNIT 0.29 0.29
YN11 574gMU 6 574q YE5 MULLED UNIT 0.2q 0.2q
YN12 2830DH 1 128300H DOUBLE HUNG 0.2q 0.2q 0
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OCT 12, 2020
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