HomeMy WebLinkAboutBLD-18-001314263
THIRD FLOOR PLAN
EXISTING LIVING AREA
PROPOSED LIVING AREA
FIRST FLOOR PLAN
EXISTING SQUARE FOOTAGE
FIRST FLOOR LIVING
2132
SECOND FLOOR LIVING
1464
THIRD FLOOR LIVING
263
TOTAL LIVING AREA
3859
PROPOSED SQUARE FOOTAGE
FIRST FLOOR LIVING
82
SECOND FLOOR LIVING
97
THIRD FLOOR LIVING
57
TOTAL LIVING AREA
2361
EXISTING & PROPOSED SQUARE FOOTAGE
FIRST FLOOR LIVING
2214
SECOND FLOOR LIVING
1561
THIRD FLOOR LIVING
320
TOTAL LIVING AREA
4095
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DATE:
09/12/2017
SCALE:
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= 1'-0"
DRAWING #:
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DISTRICT: R-25
MINIMUM REQUIREMENTS:
LOT AREA 25,000 S.F.
LOT FRONTAGE 150 F1'
FRONT YARD 30 FT
SIDE YARD 15 FT
REAR YARD 20 FT
MAX LOT COVERAGE 25%
MAXIMUM SHAPE FACTOR 22
MAX BUILDING HEIGHT 35 FT
N, L1 'i:I'):l
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ADS i to STANDARD
BIODIFFUSER CHAMBER
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*POLY BARRIER SHAM EXTEND AT LEAST ONE FOOT INTO THE EXISTING
GRADE
(H-20 LOADING)
16" H.C.--- BIODIFFUSER CHAMBER BED X,--SECT1u""N
NOT TO SCALE
SILT SACK FILLED „ MekG nXQy d �r
WITH WOOD CHIP COMPOST BLEND
-d-.-
DISTURBED AREA
PROTECTED
--�-
RESOURCE AREA
WAIF -1% FLOW
K;;, ,"""";,` TRAPPED SEDIMENT EFFECTIVE
LEACHING AREA
I I M.I MI I I_'I i I_I I I� III I I S I
=-1 I IS III -i I I--11 ---1 1=-1 11.=1 I ��I (SF/LF)
CONSISTENT ano
GROUND CONTACT 433
(BED CONFIGURATION)
IL
ASSESSORS PARCEL 014--020 ASSt,SSYU s- VAMUL U #--W / t
J9 CHANNEL PONT DRIVE If1 CHANNEL PONT DRIVE e
N F CHANNEL DRIVE LLC N/F HA rES MICHAEL J LIFE EST 1
Tl
•
EXIST. WATER I1NE
JPCATION)
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}� 5.9 � r - ;; � ;.� , 5 EXIST. GAS LINE (APPROX ) OR/vE A H.C. B10pu'IFFUSE
f EXIST/NG EDGE OF PX 111fYENT RELOCATE R........ gKR x 5.0
EXIST. UNDERGROWD ELECTRIC SERVICE -
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-- PROP. 1 5i LONG x 8.5 DE x 11 �.,, -�,- ,,) FULL SIZE 6,� • c
IN -�, LINE
DEEP LEACHING CHAMBER IsTING TREE .-- PEASTONE ~C011/V�NT/0 YSTE
EX �
-- BED CONFIGURATION WITH 3 ROWS OF 9 �'!" / `�
� DR A i
f PROP.
ADS 16 HIGH CAPACITY RIODIFFUSERS s
�.. .......... D -BOX
;r, .. �...... _._�. ..�._ �. 2 � SCN EXIST. SEPTIC •�
LOADING 4�� ____ ____ - ______- -- - -�_-- _ > > o T•H,
(H-20 ) F ti "� - i '(H -20C SYSTEM 40 PV
PROP. I SPECTION PORT ..ELS
-- -i. \ (APPRO% Rc: 4R
LIM OF EXCAVATION '� - �..TH LOCAT/oN9
~- .. PROP. VENT + REMOVE
.L= ,_...._ _.__. f-- .� \...._ Fig
-' �•--.•.• , . . _ :�.. -� \ 1 PROP. 1500
0 n
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l-- - --1 T•- -•�
l 1 o MIN _ o MI . In I_.� 40 PVC MONOLITHIC
\�p. � L..� . 20
PUMP CHAMBER c�` `� I
/ ,,_._, PRO 1
(WATERPROOFED)-�: ®�
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POLY RIER I _/_�/-GARAGE i t t o
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ROP. SLAB EX r� 2
PROP ` j , 1 � ,�
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1 :4 , �t± + o �`,� L`X/ST/NG RETAIN
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DECK \
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I I ENCLOSED PORCHISTAIRSGARAGE
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< EXISTNG ( s ---•-
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r .... \ FENCE 2ND FLODR1 � K w I l .Q SE,7�Cl�
__..._ \ I IST FLOOR EL.=8.1� 1. • RICHARD
f: , PROPOSED I
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1
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LINE ELEGY SHED x5 SET
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ASSESSORS ,SOT 014-009maw 1 j
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FLOAT 98,2' .Q - -. Ef1�IS�ll�lG� ''',,S(��,.,<`:' ,- "�04 ease 0044"� ./' .�. ••"''
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Gv4RAGF SLAB
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JNLAVDs 88 LTU ` ISTING FLOATS ��- • � . • _, _
TUN~1 ~� - (REMOVE) ��,. _ _42 • •
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(SWEE
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(ELEVATION 5.0' AT STREET PLUS 35.01)
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w/BED MOLDING
ALIGN
PROPOSED
AND EXISTI
SOFFITS
12
12 V//
CI
COMPOSITE DECKING
STAINLESS STEEL
CABLE RAILING SYSTEM
Ix5/Ix6 CORNER BOARDS
MATCH w/EXISTING
proposed
FRONT ELEVATION
NOTE:
ALL TRIM TO BE PVC
TO MATCH EXISTING
ASPHALT ROOF SHINGLE-
MATCH
HINGLE-
MATCH w/EXISTING
-CONTINUOUS RIDGE VENT
Ix6 TRI -H
Ix8 VERTICAL BO
Ix8 RAKE TRIM
MATCH w/EXISTING
CROWN MOLDING —
MATCH w/EXISTING
CUSTOM WINDOW HI
SHUTTER
ALUM. GUTTER
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CUSTOM CUPOLA
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REVIEWED FOR 0 DING AND ZONING CODE COMPLI- > W d
ANCE, ERRORS OR CIh`MISSIONS DO NOT RELIEVE THE C
APPLICANT FROM THE RESPONSIBILITY OF 'AS BUILT' CW Ur
COMPLIANCE. L. z
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DATE: 07/ 05 /2017
SCALE: 1/4" = V -O"
FILE
DRAWING #:
THESE PLANS ARE IN COMPLIANCE WITH MASSACHUSETTS STATE BUILDING CODE EIGHTH EDITION / 120 MPH WIND ZONE
proposed
REAR ELEVATION
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NOTE:
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proposed
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DATE: 07/ 05 /2017
SCALE: 1/4" = V-0"
DRAWING #:
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. -aEGQ±Q .FJ— . _ .
GARAGE SLAB
proposed
GARAGE RIGHT SIDE ELEVATION
NOTE:
ALL TRIM TO BE PVC
TO MATCH EXISTING
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ALL MATERIALS BELOW CEMENT BOARD UP SONOTUBES (TYP.) 2x10 P.T. DECK SISTER ON TO
FLOOD ELEVATION TO BE P.T. TO FLOOD ELEV\JOISTS 16" O.C. � EXISTING FLOOR
2x6 PLATE PROPOSED STRIP FOOTING I I ����-FOISTS SUPPORT
OPEN 3'-0" WIDE X 16"DEEP PROPOSED WOOD
POSITION 6"x6" P.T. TS 4"x4"x.25" COLUMN STOVE ABOVE
I POST TYP. 5/8" 5TD. BASE PLATE
I SMART VENT I i I ( IIS L — — — — — — 2-3/411 DIA. ANCHOR
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a GARAGE FOUNDATION I L 10" DIAMETER
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SCALE: 1" = 1'-0" 24" WIDE x 12" THICK FOOTING
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#5 DOWELS @24" O.C. ON
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-114' 4'-2" 31 411 FOOLING/ FOUNDATION I -�-
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PROVIDE 3@#5 HORIZ. BARS CONTINUOUS I1� STRIP FOOTING W/
KEYWAY.-'IPROVIDE #5
FOOTING. PROVIDE° %p'"OANCHORTENDED
BOLTS @ 36' O.C. MAX. MIN 7" EMBEDMENT w/3'xBNI/4" PLATE WASHER
2. ALL STRUCTURAL STEEL COLUMNS TO BE 3 1/2" CONCRETE FILLED LALLY
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4 7"x12"x3/4" BASE PLATE W/ 2 @3/4" DIA. BOLTS. WELD ALL CONNECTIONS
FOOTINGS TO BE 36"x36"x12" SQUARE CONCRETE W/ 3 #5 BARS EACH WAY.
3. DOUBLE FLOOR JOISTS UNDER ALL PARALLEL PARTITIONS.
4. CONCRETE SLAB TO BE 4" POURED CONC. ON COMPACTED FILL.
CUT JOINTS ALONG WALLS AND BEAM COLUMN LINES.
5. CONTRACTOR TO PROVIDE BASEMENT VENTILATION AS
REQUIRED BY CODE (WINDOWS OR MECHANICAL)
6 CQNTRACTOR SHALL ENSURE THAT ALL FOUNDATION WALLS MAINTAIN
4r-0' MINIMUM COVER.
7. PROVIDE 1/2" WEB STIFFENING PLATES AT ENDS OF STEEL BEAMS, TYP.
8. SEE STRUCTURAL DRAWINGS FOR LOCATIONS OF ALL STRUCTURAL COLUMNS.
NCORRTEGTCTOR QUESTIONABLE SCALE
IMEDNSIONIS DRAWINGS
OTOBROUGHT TO THE ATTENTION ,
OF THE DESIGNER BECOME THE RESPONSIBILITY OF THE CONTRACTOR.
PROVIDE 36"WIDE
(VERIFY HGT. w/EXIST DUST CAP)
CRAWL SPACE ACCESS
TO PROPOSED AREA
/ EXISTING / /
CRAWL SPACE
x
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THESE PLANS ARE IN COMPLIANCE WITH MASSACHUSETTS STATE BUILDING CODE EIGHTH EDITION / 120 MPH WIND ZONE
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STRUCTURAL ENGINEER/DESIGNER TO PERFORM FRAMING INSPECTION WHEN
FRAMING 15 COMPLETE AND PRIOR TO ENCLOSURE BY INTERIOR WALL
PLASTER BOARD/FINISH.
CONTRACTOR SHALL SCHEDULE AND PROTECT FROM WEATHER ALL EXISTING
HOUSE COMPONENTS AND INTERIORS DURING CONSTRUCTION AND
CONSTRUCT TEMPORARY STRUCTURES/ENCLOSURES AS MAY BE NECESSARY
TO INSURE SUCH PROTECTION.
CONTRACTOR SHALL SITE INSPECT ALL EXISTING VS. PROPOSED CONDITIONS
PRIOR TO AND DURING CONSTRUCTION AND NOTIFY DESIGNER OF ANY
DESCREPANCIES AND/OR CHANGES THAT MAY BE ENCOUNTERED.
CONTRACTOR SHALL CONSTRUCT AND MAINTAIN TEMPORARY WALLS/SNORING
ETC. TO MAINTAIN/PROTECT EXISTING HOUSE AND STRUCTURAL INTEGRITY
OF EXISTING HOUSE.
CONTRACTOR SHALL SITE INSPECT/VERIFY ALL EXISTING VS. PROPOSED
CONDITIONS PRIOR TO AND DURING CONSTRUCTION AND MAKE ADJUSTMENTS
AS NECESSARY TO INSURE COMPLIANCE WITH DESIGN PARAMETERS AS
WORK PROGRESSES.
(IN WALL) I I" DEEP EARLY ENTRY I BRGNALL I
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T5 4"x4"x.25" COLUMN I (TYP')
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N I CONCRETE FOOTING I I I m HOUSE/ GARAGE ADDITION
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(VERIFY MGT. w/GRADE) 1 I L
CONCRETE WALL ON I PROPOSED
CONT. 20"x10" CONCRETE I GARAGE 1 16'-2" 22'-OYZ'
FOOTING I I LEDGED FOUNDATION 10"
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TYPE "X" FIRECODE GWB I 5/a'� STD. BASE PLATE I CONCRETE WALL ON 6x6 P.T 7'-0" BLUESTONE ABOVE
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ADE)
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01 I I-------- —+----------- I �----------- - ,JOISTS 16 O.C.
in I >. • I 1® ---- CRAWL SPAC -
CONTRACTOR SHL _ L
MAINTAIN 45" MI .
-p" I 25'-O" FOOTING COVERAf.E r ? it— — — —10'-2" — — — _
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PROPOSED STRIP FOOTING FOUNDATION WALLS TO TIE 36"x36"x12"D CONCRETE
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OPEN 3'-0" WIDE X 16"DEEP PROPOSED WOOD
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I POST TYP. 5/8" 5TD. BASE PLATE
I SMART VENT I i I ( IIS L — — — — — — 2-3/411 DIA. ANCHOR
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SCALE: 1" = 1'-0" 24" WIDE x 12" THICK FOOTING
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L _ _ _ _ _ J I SONOTUBES (TYP.)
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4 BOTTOM REST FOUNDATION ON 10'X20" STRIP FOOTING.
PROVIDE 3@#5 HORIZ. BARS CONTINUOUS I1� STRIP FOOTING W/
KEYWAY.-'IPROVIDE #5
FOOTING. PROVIDE° %p'"OANCHORTENDED
BOLTS @ 36' O.C. MAX. MIN 7" EMBEDMENT w/3'xBNI/4" PLATE WASHER
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4 7"x12"x3/4" BASE PLATE W/ 2 @3/4" DIA. BOLTS. WELD ALL CONNECTIONS
FOOTINGS TO BE 36"x36"x12" SQUARE CONCRETE W/ 3 #5 BARS EACH WAY.
3. DOUBLE FLOOR JOISTS UNDER ALL PARALLEL PARTITIONS.
4. CONCRETE SLAB TO BE 4" POURED CONC. ON COMPACTED FILL.
CUT JOINTS ALONG WALLS AND BEAM COLUMN LINES.
5. CONTRACTOR TO PROVIDE BASEMENT VENTILATION AS
REQUIRED BY CODE (WINDOWS OR MECHANICAL)
6 CQNTRACTOR SHALL ENSURE THAT ALL FOUNDATION WALLS MAINTAIN
4r-0' MINIMUM COVER.
7. PROVIDE 1/2" WEB STIFFENING PLATES AT ENDS OF STEEL BEAMS, TYP.
8. SEE STRUCTURAL DRAWINGS FOR LOCATIONS OF ALL STRUCTURAL COLUMNS.
NCORRTEGTCTOR QUESTIONABLE SCALE
IMEDNSIONIS DRAWINGS
OTOBROUGHT TO THE ATTENTION ,
OF THE DESIGNER BECOME THE RESPONSIBILITY OF THE CONTRACTOR.
PROVIDE 36"WIDE
(VERIFY HGT. w/EXIST DUST CAP)
CRAWL SPACE ACCESS
TO PROPOSED AREA
/ EXISTING / /
CRAWL SPACE
x
EXISTING
CRAWL SPACE
THESE PLANS ARE IN COMPLIANCE WITH MASSACHUSETTS STATE BUILDING CODE EIGHTH EDITION / 120 MPH WIND ZONE
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FLAT ROOF DECK FLAT ROOF DECK
0 I
SLOPE
1/4" PER FT.
I
I
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AREA OF
EXISTING ROOF SOPE 0 SLOP
±7:12 -�, t7:12
PITCH PITCH
VERIFY w/RAILING
SCALE: 1/8" = 1'-0"
L-.- -. -.- -. -.- -. -.--- I i
EXISTING ROOF I SCALE: 1/4" = 1'-0"
FRAMING
DRAWING #:
I I
THESE PLANS ARE IN COMPLIANCE WITH MASSACHUSETTS STATE BUILDING CODE EIGHTH EDITION / 120 MPH WIND ZONE
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ti
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N
w
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ERIFY
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H
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--------
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12:12
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SCALE: 1/8" = 1'-0"
L-.- -. -.- -. -.- -. -.--- I i
EXISTING ROOF I SCALE: 1/4" = 1'-0"
FRAMING
DRAWING #:
I I
THESE PLANS ARE IN COMPLIANCE WITH MASSACHUSETTS STATE BUILDING CODE EIGHTH EDITION / 120 MPH WIND ZONE
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DATE:
07/ 05 /2017
RIDGE
EACH SIDE
SEE PLAN
,
2-1 %"'xq Y4" LVL
0
3-1 %"'XII Y4" LVL
0 /1 • 2-1 x11 7/8" LVI
PROVIDE BLOCKING BETWEEN 2-I 3'4"xll 7/8" LVL -
MEMBERS AS NEEDED
0 1" DIA. A-325 THRU o 2-I
i BOLTS w/WASHERS
® EACH SIDE TYP. AS e
0
0
o of o 0 o
0 0
o e
3-1 %"x11 7/8" LVL
CONTINUOUS HEADER
STOP SUB FLOOR
PLYWOOD AT LVL BM.
FILL IN CAVITY TO
FINISHED FLOOR NGT.
2-1 514"x11 7/8" LVL --j
2x12 FLOOR JOISTS
TYP.
NOTE:
ALL TRIM TO BE PVC
TO MATCH EXISTING
2"x 10" RAFTERS
16" O.C.
2"x8" COLLAR TIE
1(o" O.C. FUR DOWN CLG
AS NEEDED FOR
TRUSS DEPTH
3-2x12
HEADER
3/4" TtG PLYWOOD SUB -FLOOR
GLUED AND NAILED, TYPICAL -
2x10 P.T. LEDGER
w/2) 5/8" DIA.
BOLTS 16" O.G.
COMPOSITE DECKING
SECOND FLOOR (SUB FLR
2-2x12 P.T.
SHOWN 2-1
e
— 2-1 3/4"xI1 7/8" LVL \o
— 2-1 % xq Y4" LVL
0
0
—2-1 314'x11 7/5" LVL-
0 4 -oz
2-1 %"x11 7/6" LVL ® o
W 18X50
STEEL BEAM P
DROPPED D
PROVIDE
MEMBERS AS NEEDED
TRUSS PROFILE A
r,
CUPOLA FRAMING: —
2x10 HIP RAFTERS
2x8 RAFTERS 16" O.G.
3-2x12 HEADER
BTM .OF CUPOLA
2-2x12 24" O.C.
ROOF DECK JOISTS
BOXED OUT FOR—
CLG BELOW
LAY -ON FALSE GABLE
ROOF ON TO ROOF DECK
CURB
3-1 %Y1 Y4' LVL
HDR FLUSH
NOTE: BOXED OUT w/Ix ERIFY
ALL TRIM TO BE PVC BOX OUT FLOOR
TO MATCH EXISTING JOISTS WHERE J
SHOWN ON PLAN U
o
�I,-
m
10" DIAMETER SONOTUBE
w/BF28 FOOTING TYP.-
10" DIAM. CONCRETE
SONOTUBES (TYP.)
17
COMPOSITE DECKING
6"x6" FAUX BOXED
-BEAMS WHERE
VAULT MEETS
FLAT CLG.
EACH SIDE
1-2"x12"'RIDGE
❑ ❑ ❑ ❑
FUR DOWN
CLG TO II II II II II II II
MATCH 11 11 I
II II V- I E R II II II
OPPOSING II II CEI INGII 11 11 II
SIDE II II II II II II II
PROPOSED II II II II II II II
LOFT 3-1 3/4"x7 Y4" LVL II II II II II II II
HDR FLUSH IVAUIT II II II 11 II
II I II IPHEI4F 11 II
X11 II II II II II I� II
--------------- --- 1L_ -JL -1I_IL_-JL --1LL
`�w_
�FUL
+1 z
� rLL
u
m PRO I USED PRCDOSED
4!
ITTI R m MA E
x ❑
x B
w
GUT BACK
I--: EXISTING 16
FRAMINGA.12
EXISTING FRAMING
c TO REMAIN U PROPOSED OSEDco
BAT E RYA
PROPOSED N CJ
BEDROOM
W A11
RIDGE VENT
2"x 10" RAFTERS
16" O.C.
Ix8 VERTICAL BOA
2"x8" COLLAR TIE e
16" O.C.
TSG PLYWOOD SUB -FLOG
ED AND NAILED, TYPICAL
.. . .- _ - FIRST FLC
ALIG
EXISTING FRAMING EXISTING 5/8 ANCHOR BOLTS @ 36 O.G.
TO REMAIN CRAWL SPACE 7..1,
MIN. 7" EMBEDMENT
/3"x3"xl/4" PLATE WASHER
4x4 P.T. POST ON LEDGED FOUNDATION 10"
36"x36"x12"D CONCRETE 2x12 FLOORTHICK x ±6'-0"
RIDGE
VENT
FUR DOWN CLG
FOOTING TYP.
JOISTS 16" O.C.
DATE: 07/ 05 /2017
TO ALLOW FOR
O
rl 2 6" OF BLOWN IN
(VERIFY NGT. w/GRADE)
BOLTED
INSULATION
SCALE: 1/4" = 1'-0"
�12
VERIFY ALL POINT
C�
1
:
WRAP STL. BM.„
V -GROOVE
CEILING
Ix8 SOFFIT
REPLACE EXISTING
2x10 P.T. DECK
FLOOR JOISTS
,
w/2-12 24" O.G.
CONTINUOUS 20"x10"
USE THE EXIST.
w/ 1 LAYER 5/8 ISX50
PLATE HGT.
DOWN TO FOUNDATION
CaC
G
±4'HIGH
CURB
3-1 %Y1 Y4' LVL
HDR FLUSH
NOTE: BOXED OUT w/Ix ERIFY
ALL TRIM TO BE PVC BOX OUT FLOOR
TO MATCH EXISTING JOISTS WHERE J
SHOWN ON PLAN U
o
�I,-
m
10" DIAMETER SONOTUBE
w/BF28 FOOTING TYP.-
10" DIAM. CONCRETE
SONOTUBES (TYP.)
17
COMPOSITE DECKING
6"x6" FAUX BOXED
-BEAMS WHERE
VAULT MEETS
FLAT CLG.
EACH SIDE
1-2"x12"'RIDGE
❑ ❑ ❑ ❑
FUR DOWN
CLG TO II II II II II II II
MATCH 11 11 I
II II V- I E R II II II
OPPOSING II II CEI INGII 11 11 II
SIDE II II II II II II II
PROPOSED II II II II II II II
LOFT 3-1 3/4"x7 Y4" LVL II II II II II II II
HDR FLUSH IVAUIT II II II 11 II
II I II IPHEI4F 11 II
X11 II II II II II I� II
--------------- --- 1L_ -JL -1I_IL_-JL --1LL
`�w_
�FUL
+1 z
� rLL
u
m PRO I USED PRCDOSED
4!
ITTI R m MA E
x ❑
x B
w
GUT BACK
I--: EXISTING 16
FRAMINGA.12
EXISTING FRAMING
c TO REMAIN U PROPOSED OSEDco
BAT E RYA
PROPOSED N CJ
BEDROOM
W A11
RIDGE VENT
2"x 10" RAFTERS
16" O.C.
Ix8 VERTICAL BOA
2"x8" COLLAR TIE e
16" O.C.
TSG PLYWOOD SUB -FLOG
ED AND NAILED, TYPICAL
.. . .- _ - FIRST FLC
ALIG
EXISTING FRAMING EXISTING 5/8 ANCHOR BOLTS @ 36 O.G.
TO REMAIN CRAWL SPACE 7..1,
MIN. 7" EMBEDMENT
/3"x3"xl/4" PLATE WASHER
4x4 P.T. POST ON LEDGED FOUNDATION 10"
36"x36"x12"D CONCRETE 2x12 FLOORTHICK x ±6'-0"
2"x10" RAFTERS A.12 SEC T ION A.11
16" O.G.
UB
2"x8" COLLAR TIE
V -GROOVE
BEYOND �i'�\ 3-I 34"x11 Y4" LV RIDGE VENT
RIDGE
VENT
—FOUNEXISTDATION
FOOTING TYP.
JOISTS 16" O.C.
DATE: 07/ 05 /2017
I
O
= 1'-0"2x8
(VERIFY NGT. w/GRADE)
BOLTED
vi
H
SCALE: 1/4" = 1'-0"
WALL
VERIFY ALL POINT
C�
:
WRAP STL. BM.„
CONCRETE WALL ON
`
Ix8 SOFFIT
LOADS FROM ABOVE
2x10 P.T. DECK
m
,
O
CONTINUOUS 20"x10"
w/ 1 LAYER 5/8 ISX50
" "
TYPE X FIRECODE
DOWN TO FOUNDATION
CaC
G
MATCH w/EXISTING
� Y
JOISTS 16" O.G.
CONCRETE FOOTING.
COMPOSITE
O w
z 0
EXISTING
TYPE "X" FIRECODE GWB STEEL BEAM ENTIRE GARAGE t C
ILING\
LEDGE HEIGHT ± 11 Y4" OR
Ix10 w/1x6 FRIEZE BD.
#4 PULL BARS @12" O.C.
FOUNDATION WALL
FLOOR JOISTS DEPTH
DECKING
ON 2X4 KEY WALL 18"
PROPOSED
2" CONCRETE
I DROPPED
INTO FOOTING/EXIST.
FOUNDATION WALL
CRAWL SPACE
DUST CAP
dJ w
24" WIDE x 12" THICK FOOTING
D
6
II II I II �I II II i i%�
FOR STONE VENEER SUPPORT
II
FLOOR JOIST
2"x10" RAFTERS A.12 SEC T ION A.11
16" O.G.
UB
2"x8" COLLAR TIE
V -GROOVE
BEYOND �i'�\ 3-I 34"x11 Y4" LV RIDGE VENT
HEADER
RIDGE
VENT
F—
IN FIRE RATED
SHEETROCK
DATE: 07/ 05 /2017
I
O
= 1'-0"2x8
2x12 RIDGE ��
BOLTED
vi
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SCALE: 1/4" = 1'-0"
202 RIDGE
C�
J
WRAP STL. BM.„
PROVIDE 1 LAYER 5/511
��
\
Ix8 SOFFIT
"TYVEK" HOUSEWRAP
2x10 P.T. DECK
m
O
w/ 1 LAYER 5/8 ISX50
" "
TYPE X FIRECODE
WB
CaC
G
MATCH w/EXISTING
� Y
JOISTS 16" O.G.
w U
COMPOSITE
O w
z 0
TYPE "X" FIRECODE GWB STEEL BEAM ENTIRE GARAGE t C
ILING\
Ix10 w/1x6 FRIEZE BD.
R-38 INSULATION
>-zW
10
DECKING
z=m
I DROPPED
Qw Y
Z
O
dJ w
D
II II I II �I II II i i%�
����i
II
FLOOR JOIST
II II II
II II II
O� 0 Z
2xI2 VALLEY
M Ix TRI
Z11
0 J H Z
U) m Q w
MATCH w/EXISTING
6"x6" P.T.
POST
III
JOISTS
BEYOND
II II I II II II ,SII i CROWN ML
Fu
00 Q 00
II II I II II'______�
NOTE:
ALL WOOD
MATERIALS BELOW
2x8 BOLTED
3-1 3'4'xll 7/8" LVL
CONTINUOUS HEADER
2x6 @ 16" O.G.
LIJ
UJI
z
O
2 x6" FRAMING 16 " O.C.
LLI
MATCH SIDING w/EXISTING
12 VALLEY
i
TYVEK HOUSE WRAP
CDX PLYWOODY2
/�11111,,�//BEYOND
IIR-21
W
Q
C
O
INSULATION
W
o0°o'
=
6 mil. POLY VAPOR BARRIER
J
Q
U)
O
L
W
Zw
_
�
0
STEEL BEAM
Y2" GYPSUM WALL BOARD
O
O.
Z
=
cn F—
U
aw
-HZ
O
v
O Lu
w
n.
�JIIIL
!V
R-30 INSULATIONrll
ASPHALT ROOF SHINGLES
+zL
U
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w
OJ
ui
PROPOSED
ENCASE STL BM
_ �
CDX PLYWOOD
GUEST ST
D I O
11
+'
J
15# FELT PAPER
A.12
Q
1x8 FASCIA
�i IM JOIST
2x12 @
16" O.0
X
MATCH w/EXISTING
SIDING SEE ELEVATION
f
STRIP VENT
HEADER
RIDGE
VENT
F—
IN FIRE RATED
SHEETROCK
DATE: 07/ 05 /2017
I
O
= 1'-0"2x8
z
BOLTED
vi
H
SCALE: 1/4" = 1'-0"
C�
J
WRAP STL. BM.„
PROVIDE 1 LAYER 5/511
H
Ix8 SOFFIT
"TYVEK" HOUSEWRAP
2x10 P.T. DECK
m
O
w/ 1 LAYER 5/8 ISX50
" "
TYPE X FIRECODE
WB
CaC
G
MATCH w/EXISTING
� Y
JOISTS 16" O.G.
w U
COMPOSITE
O w
z 0
TYPE "X" FIRECODE GWB STEEL BEAM ENTIRE GARAGE t C
ILING\
Ix10 w/1x6 FRIEZE BD.
%2" CDX PLYWOOD
>-zW
10
DECKING
z=m
I DROPPED
Qw Y
Z
O
dJ w
D
BELOW --
FLOOR JOIST
Lu a LLI
I I
O� 0 Z
Z cn L
Z11
0 J H Z
U) m Q w
MATCH w/EXISTING
6"x6" P.T.
POST
III
JOISTS
1Q'
11 \
`�
1
Fu
00 Q 00
I I
I j 4
NOTE:
ALL WOOD
MATERIALS BELOW
2x8 BOLTED
3-1 3'4'xll 7/8" LVL
CONTINUOUS HEADER
2x6 @ 16" O.G.
13
A.12
GARAGE SLAB
10" DIAM. CONCRETE
SONOTUBES (TYP.) o
i
SIMPSON 6X6 POST
ANCHORS (TYP.) @ EACH
SONOTUBE r
PROPOSED STRIP FOOTING —
3'-0" WIDE X 16"DEEP
FLOOD TO BE P.T. PROVIDE DBL. BLOCKING
+i ? TS 4"x4"x.25' I I t CEMENT BO R BETWEEN FLOOR JOISTS
15 R-21 INSULATION
-u COLUMN DN.LLI I QROPOSED AT GABLE END WALL
7 u BEYOND GARAGE 10 A.12 6 MIL. POLY VAPOR BARRIER
A.11 _ A.11 2x6 P.T SILL ,
w/SILL SEALER �2 G W B
SMART VENT 1
/ 1 200' FT
I / BACKFILL WALL AFTER
OF COVERAGE I CONCRETE HAS SET A MIN.
OF SEVEN DAYS AND HAS
o I WGX6 W2.gXW2.q TOP 1/3 OF SLAB i +i ACHIEVED FULL STRENTGH
`T 1 6" COMPACTED FILL `
I
I 2-#5 BARS
TOP t BTM. TYP
10" THICK x ±6'-0"
(VERIFY NGT. w/GRADE) A SECTION_
CONCRETE WALL ON
CONT. 20"x10" CONCRETE
FOOTING
SHINGLE RIDGE CAP
ROLL VENT
RIDGE BOARD
MATYRUV RY) L SIZE
15# FEL
5/S" Cl
RAFTEF
WHERE
INSULA
R-38
2x10 R�
TYPICAL WALL DETAIL
SCALE 1-1/211 = 1'-0"
mme
TYPICAL
RIDGE
VENT
F—
IN FIRE RATED
SHEETROCK
DATE: 07/ 05 /2017
O
= 1'-0"2x8
z
BOLTED
vi
H
SCALE: 1/4" = 1'-0"
C�
J
ui
H
J
m
O
CaC
G
� Y
w U
O w
z 0
2
qui 0
>-zW
10
z=m
Lu U O0
Qw Y
Z
O
dJ w
D
(Dcn
FLOOR JOIST
Lu a LLI
Z w 0
O� 0 Z
Z cn L
Z11
0 J H Z
U) m Q w
w
-0
III
N
1Q'
11 \
04
1\1 I I I I
�
00 Q 00
TYPICAL
RIDGE
VENT
DETAIL
IN FIRE RATED
SHEETROCK
DATE: 07/ 05 /2017
SCALE 1-1/2 If
= 1'-0"2x8
BOLTED
SCALE: 1/4" = 1'-0"
O
CaC
G
O
FLOOR JOIST
LU
y
2x8 BOLTED
LIJ
UJI
z
O
TO FLANGE
LLI
W
Q
C
O
Z
_
W
o0°o'
=
J
Q
U)
O
L
W
Zw
_
Q
0
STEEL BEAM
O
O.
=
cn F—
U
O
v
O Lu
n.
IL
!V
U
w
OJ
ui
ENCASE STL BM
TYPICAL
RIDGE
VENT
DETAIL
IN FIRE RATED
SHEETROCK
DATE: 07/ 05 /2017
SCALE 1-1/2 If
= 1'-0"2x8
BOLTED
SCALE: 1/4" = 1'-0"
TO FLANGE
JOIST TO STL. BM. CONNECTION DRAWING -
SCALE 1-1 /2" = 1'-0"
II
THESE PLANS ARE IN COMPLIANCE WITH MASSACHUSETTS STATE BUILDING CODE EIGHTH EDITION / 120 MPH WIND ZONE
"TYVEK" HOUSEWRAP
V' CDX PLYWOOD
2x6 @ 16" O.G.
INSULATION PER CODE
6 MIL. POLY VAPOR BARRIER
' G.W.B.
3/4" TtG PLYWD. SUBFLOOR —
GLUE * NAIL TO JOISTS
SIDING SEE ELEVATION
V' CDX P.T. PLYWD.
BOTTOM 6"
2x6 P.T. SILL
SILL SEALER
5/5" ANCHOR BOLTS @ 36" O.
MIN. 7" EMBEDMENT
ur/3"x3"xI/4" PLATE WASHER
FILL 4 TAMP 5' OUT FOR
I"/FT. SLOPE: PROVIDE
12" BED OF 3/5" STONE
WHERE NO GUTTERS —
2 @ #5 REBARS CONT. _
4 AROUND ALL OPENINGS I
DAMPROOF I NG
PROVIDE I(
W/BIGFOOT
FOR COLUI`
I 1/2" CDX PLYWOOD
4 2x 12 FLOOR JOISTS
d�
5" a
:2>-<g
4 d
a .
d d .
a
a
a
.4 d
ffl
FOUNDATION SHELF DETAIL
1-1 /2" = 1'-
ENTRY DECK POST DETAIL
SCALE 1-1/211 = 1'-0"
BIT. JT. FILLER,
TOP OFF W/ FLEXIBLE
JOINT SEALANT
DO NOT BACKFILL WALL
2" CONC. DUST CAP
UNTIL CONCRETE HAS
ATTAINED 7 DAY STRENGTH
".
AND BOTH TOP * BOTTOM
6" COMPACTED
OF WALL ARE PROPERLY
. '.'
FILL
F11.I
..
... . .
°O .4 A
-
2@ #5 REBARS, CONT. I I—
. . ..
TOP It BOTTOM
IN
Nl-
CARRY DAMPROOFING
°..
OVER TOP OF =1 I =
FOOTING _ _
•..� ••....
_—� _— I
2X4 KEYWAY
—
3@ #5 REBARS, CONT. °:
°
° :®:.
11
1 1 1 i
1 1 1-�
I - -1 1 1-1 1 1-1 1 -Mi � (
NOTE- FOOTING SHALL BEAR ON COMPACTED GRANULAR FILL OR
NATURAL UNDISTURBED GRANULAR SOILS FREE OF CLAY, PEAT,
LOAM, VEGETATIVE OR ORGANIC MATERIAL. NOTIFY ARCHITECT
IMMEDIATELY IF DIFFERENT CONDITIONS ARE ENCOUNTERED.
TYPICAL DUSTCAP & FOOTING
SCALE 1-1/211 = 1'-0"
i
BIT. JT. FILLER,
TOP OFF W/ FLEXIBLE
JOINT SEALANT
W6X6 W2.9XW2.9 TOP 1/3
OF SLAB
NOTES FOOTING SHALL BEAR ON COMPACTED GRANULAR FILL OR
NATURAL UNDISTURBED GRANULAR SOILS FREE OF CLAY, PEAT,
LOAM, VEGETATIVE OR ORGANIC MATERIAL. NOTIFY ARCHITECT
IMMEDIATELY IF DIFFERENT CONDITIONS ARE ENCOUNTERED.
TYPICAL GARAGE SLAB & F
SCALE 1-1/211 = 1'-0"
OOTI NG
2
F-
crO
z
vS
O
J
W
F-
_71 J
CD
O
F-
� Y
W U
O w
z o
¢ LL
= O
z W
�75; w
m
W U O0
~ W Y
¢z
aJ W
D
U)(Du)
w�w
z W O
O>- Z
Z ci LL O b
O m ¢ W
w 0
N
co 00
N
Q)
N
V
ca
c�
Q)
i N
i --+O O
L/)0_00
� ate--+ 6l
N
O Q0
� E m
t } o
G STRUCTURAL PIPE COLUMN OR:
3 1/2" CONC. FILLED STL. COL.—,,.COORD. DIM. W/ M
BITUMINOUS JOINT FILLER, DOOR LOCATION
TOP OFF W/ FLEXIBLE 6" APRON, THICKEN TO B" N
2" CONCRETE DUSTCAP JOINT SELANT, @ DOOR OPENING
"SIKAFLEX IA" GARAGE DOOR
6 MIL. POLY VAPOR RETARDS
2'-0"
CONCRETE FOOTING I'
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BASE PLATE CONT. @ GALV. ANGLE Lu/ #4 _
PERIMETER ANCHORS @ 3'-0"" H
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NOTE, FOOTING SHALL BEAR ON COMPACTED GRANULAR FILL OR
NATURAL UNDISTURBED GRANULAR FREE OF CLAY, PEAT, GARAGE APRON D E TA I L
LOAM, VEGETATIVE OR ORGANIC MATERIAL. NOTIFY ARCHITECT
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IMMEDIATELY IF DIFFERENT CONDITIONS ARE ENCOUNTERED. (*SCALE
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1-1 /2" = 1'-0" a
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COLUMN FOOTING DETAIL DATE: 07/ 05 /2017
SCALE 1-1/211 = 1'-0"
SCALE: 1/4" = V-0"
THESE PLANS ARE IN COMPLIANCE WITH MASSACHUSETTS STATE BUILDING CODE EIGHTH EDITION / 120 MPH WIND ZONE
DRAWING #: