HomeMy WebLinkAboutBLD-20-4064LEGEN D
- 99'- EXISTING CONTOUR
X 99•� EXIST. SPOT ELEV.
-(99]- PROPOSED CONTOUR
�98�4] PROPOSED SPOT EL.
TH1
� TEST HOLE
2� SLOPE OF GROUND
�� UTILIN POLE
� FIRE HYDRANT
NOTE NOT /d.L SYIABOLS WY MPEAR IN DF
DCE # 19-183
SYSTEM DESIGN:
GARBAGE DISPOSER IS NOT ALLOWED
DESIGN FLOW: 4 BEDROOMS � 110 GPD = I4� 40 GPD
USE A 440 GPD DESIGN FLOW
SEPTIC TANK: 440 GPD (2) = 880
USE A 1500 GAL. SEPTIC TANK
LEACHING:
S1DES: 2(33.5 + 12.83) 2(J4) = 137 GP)
BOTTOM 33.5 x 12.83 (.74) = 318 GP)
TOTAL: 615 S.F. 455 GP)
USE (3) 500 GAL LEACHING CHAMBERS (eCME OR EQUAL)
WITH 4' STONE ALL AROUND I
A000nvGn
nnrr
❑nno� nrl urni Tu ' MA
PRECAST H-10
�,, RISERS (1YP.�
2b
i5_82�
35.47� /
PROVIDE MIN. 20" DIAM. WATERTIGHT
ACCESS COVERS TO WITHIN 6" OF FIN. GR4DE
38.1� MINIMUM .75' OF COVER OVER PRECA'
' I II
SYSTEtVt PROFILE
(1;0T TO SCAI,�
1 2" PFASTONE OR GEOTEXTILE
FILTER FABRIC OVER STONE
I
ALL SYSTEM COMPONENTS SHALL BE
MARKED WITH MAGNEfIC TAPE OR
COMPARABLE MEANS FOR FUTURE LOCATION.
CONCRETE COVERS TO WITHIN 3" GRADE
29> SLOPE REQUIRED OVER SYSTEM 37.8� �
NOTE 2' MIN. WALL BLOCKS OR
THICKNESS REQUIRED
36.5' 4"05CH40 PVC MORTAR ALL PRECAST RISERS
PIPES LEVEL 1ST 2� � COMPONENTS H-70
e• Min,. suMP'' a' INV'S EL. 34.0 a'
t2' MiN. iNi. �i�t. ENDS �NP � SIDES 34.83�
7EE 1500 GAL H-10 TEE e , . i o �o o� ���� �� �� 8��� ����� �� ���� ' o'Oo°
SEPTIC TANK 35.22 , o a o o�o 0 0 00 ���7�����OfJ �� � ��� ��� �o% o°�
4' LIO. LEVEL � o°000°000°oo WATERTEST D'BOX o� o oo, ������������ ����������� , o 0
GAS BAFFLE , .°o o°o o,°�o_• a o 0 0
ACME OR EOUAL "^-^-' FOR LEVELNESS N>a°o°o°o° �O��CI�O�OOO ���0������� '�°�°�'�°
;oo 0 0 0 0 0 000 32.0'
34.27' 34.10' °°°°°�° ` �o�o�o�o
>�0000
':....�...a : : .... :: ..,.,. .. .. : -.>
'. o0000000000000Q0000000000000000D0000000000000 .
�� �°°o°o,°�°oo�o�o�o�o,o,00 0000�o�o�o�o�o�o,00000. �. H-10 500 GAL LEP.CHING CHAMBER BY ACME PRECAST OR EQUAL.
'��� � � I 3/4"-1-1/2" DOUBLE WASHED STONE 4' MIN. (3) UNRS REQUIRED
�� i� ALL AROUN� PRECAST STRUCTURES
6" CRUSHED STONE OR MECHANICAL OVERALL DIMENSIONS TO OUTSIDE OF STONE: 33.50' X�12.83'
COMPACTION. (15.221 [2]) � �
( 3 % SLOPE)
( 5 9 SLOPE)
( � % SLOPE)
27.0' BOTTOM TH-2
ND GROUNDWATER FOUND
I
NOTES
1. DATUM 1S NAW 88
2. MUNICIPAL WATER IS EXISTING
3. MINIMUTA PIPE PITCH TO BE 7/B" PER F00T.
4. DESIGN LOADING FOR ALL PROPOSED PRECAST UNITS
TO BE AASHO H-]Q
5. PIPE JOINTS TO BE MADE WATERIIGHT.
6. CONSTAUCTION DETAILS TO BE IN ACCORDANCE WITH
310 CMR 15.000 (TITLE 5.)
7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO
BE USED fOR LOT LINE STAKING OR ANY OTHER
PURPOSE.'.
8. PIPE FOR SEPTIC SYSTEM TO SCH: 40-4" PVC.
9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED
WITHOUT IIlSPECTION BY BOARD OF HEALTH AND .
PERMISSIOW OBTAINED FROM BOARD OF HEALTH.
10. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING
DIGSAFE (1-888-344-7233) AND VERIFYING THE
LOCA710N OF ALL UNDERGROUND & OVERHEAD UTILITIES
PRIOR TO COMMENCEMENT OF WORK.
11. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE
REMOVED BENEATH AND 5� AROUND THE PROPOSED
LEACHING FACILITY.
ZONING SUMMARY
ZONING DISTRICT: R-40. RESIDENTIAL DISTRICT
MIN. LOT SIZE 40,000 S.F.
MIN. LOT FRONTAGE 150'
MIN. FRONT SETBACK 30'
MIN. SIDE SETBACK 20'
MIN. REAR SETBACK 20'
MAX. BUILDING COVERAGE 259 (13.7% PROPOSED)
OWNER OF REC4RD
NICHOLAS J. VETRANO AND At�GELA VETRANO
811 CORTLAND AVENUE
MAMRONECK, NY 10543
REFERENCES
DEED BOOK 6499 PAGE 170
PLAN BOOK 435 PAGE 86 (LO' 25)
Yarmouth Arealth Department
Date
LOCUS MAP
SCALE 1"=2000't
ASSESSORS MAP 91 PARCEL 207
LOCUS IS WITHIN FEMA FLOOD ZONE X
(AREA OF MINIMA� FLOOD HAZARD) AS
SHOWN ON COMMUNITY PANEL #25001C0591J
DATED 7/16/2014
TEST HOLE LOGS
ENGINEER: DANIEL E. GONSALVES, SE #13587
WITNESS: AMY VON HONE, RS
DATE: 6/27/19
PERC. RATE _ < 2 MIN/INCH
CLASS � SOILS
4 ELEV. � ELEV.
p" 37.8' p�� 38.0'
A A
LS LS
10YR 3/2 tOYR 3/2
. 10" 7��
B B
LS LS
v
10YR 5/4 10YR 5/4
36" 34.8' 22" 36.2'
C C
PERC
M/CS M/CS
2.5Y 6/4 2.5Y 6/4
120„
_J 27_8� 132" �
NO GROUNDWATER ENCOUNTERED
27.0'
� �' ;, I,, ��A �' ,,,' i� ��!r! , � ��il' II� „ � II�I ��iW
OF
. #7 FAIRWIND CIRCLE
SOUTH YARMOUTH, MA
;AN�ELA-
OJAI3.
CNIL
Nc 46502
` ..�.��� �� ,
"T,17-1�
DATE DANIEL A. C�JALA, P.E., P.L.S.
PREPARED FOR
MARK DEN�MMEE
DATE: JULY 17, 2019
Scale: 1 "= 20'
0 10 20 30 40 5D FEET
I off 508-362-4541
fox 508-362-9880
downcape.com O
down cope engine��ing, inc.
civil engineers
land surveyors
939 Main Street ( Rte 6A)
YARMOUTHPORT MA 02675
•.t� 2 6���9
19-183 DENOMMEE.DWG
''- _ _ -- - ;
Rear Elevation
SCALE : 1 /4" = 1'0"
53'-0"
GENERAL NOTES.
1. ALL DIMENSIONS AND ROOM SIZES SHALL BE
VERIFIED BY BUILDER/OWNER BEFORE CONSTRUCTION.
2. ALL WORHING STANDARDS SHALL REFLECT_
MASSACHUSETTS BUILDING CODES 780 CMR 9th EDITION
ti9/LATEST REVISIONS
3. ALL UN—DIMENSIONED DOORS/WINDOWS/CASED
OPENINGS SHALL BE CENTERED AND HAVE A
STUD/JACK CONFIGURATION. �
4. DRAWINGS ARE DIAGRAMMATIC AND ARE NOT
INTENDED TO BE SCALED FOR MEASUREMENTS.
5. VERIF'Y ALL MECHANICAL REQUIREMENTS
BEFORE FRAMING
NOTICE: HOMEOWNER SIiALL REVIEW PLAN AND REPORT
ANY INCONSISTENCIES, DISCREPANCIES, OR
AMBIGUITIES TO CONTRACTOR BEFORE
PROCEEDING WITH WORK.
15'-0"
4'-0„
8" FLYING RAKES C�
ALL GABLE WALLS
4+/— � \
% /
i /� � �
�� �
i ,2
j I._ _.I Q � 0
/ �j'��_ � i� ��.
% � � \ �'� \� I �
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Front EleUation
SCALE : 1 /4" = 1'0" 1978+�-
irst . onlv
� CALCULATFD Fr�OM hiE FlRST FLOGR .
EX�R!OR WALLS FOOTPRINT.
28'-0"
NOTICE:
DRAWIlVGS NOT INTENDED TO BE SCALED.
DURIlVG THE CONVERSION FROM DWG
FORMAT, to PDF, FORMAT, FOR PIZINTING :
PURPOSES, IT'S NOT UNCOMMON FOR TI�
SCA'LE TO SOMETIl4�ES BECOME DISTQRTED.
TI�REFORE, SCALING IS NOT RECOMMENDED
ON T'HESE DRAWINGS. IF TI�RE IS A CONCERN
ON A DIMENSION, CONTACT CONTRACTOR
FOR CLARIFICATION.
I I
L____L-L—_ --
(OPTIONAL) typ. 1 "x1 D" FRIEZE
— BOARD W/1"x3" WATER TABLE
18'-0"
�z'—o„
WALL VALUES
WOOD FRAMED WALL R-20
FLOOR VALUE R-30
CEILING R�9
FENESTRATION U- Factor 0.35
SKYLIGHT U-FACTER 0.60
typ. 1 "x3" RAKE TRIM
typ. 1 "x8" RAKE TRIM
typ. 1"x4" FRIEZE B ARD
� 12
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9'-2„
,
�1.�
ELEVATIONS
SCALE:
0 2' 4' 6
��4„_ �._o„
P`�" #� 19.05.14
FILE NAME
Denommee G�.istom
LOT #
7 Fairwind Cir.
Drawn By
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BOARD & BATTON SIDING, and SHAKE ���% �
i U N• N C O
SIDING, OPTIONAL. SIDING AND TRIM DETAILS �°� °��� _
TO BE VERIFIED BY HOMEOWNER. ��°�� m'�
. G V� N �+�+0
. p p�3�•y,�- p`�
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_-_--____---_-'____�_ O�ul C C>'O m �
OPTIONAL t. 1"x10" FRIEZE ----- : 0•3���,�s�
BOARD W/1 "x3" WATER TABLE � " � ` "' � o
V ���.�+�3 m�
�
16'-10"
__i _____.__ ._ _ �._
-_ _ - ._
STRUCTURAL NOTES.
1. 2500 PSF SOIL BEARING IS ASSUMED
2. ALL FOOTINGS SHALL BEAR ON UNDISTURBED
SOIL BELOW LOCAL FROST LINE
3. CONCRETE SHALL BE PROPORTIONED TO DEVELOP
COMPRESSIVE STRENGTH OF 3000 PSI in 28 DAYS
4. ALL SLABS ON GRADE SHALL BE REINFORCED �PITH
6x6 x#10/10 or #S/8YY�PM AND SLABS SHALL BEAR ON
4" OF CRUSHED STONE OVER UNDISTURBED SOIL
OR WELL COMPACTED FILL.
5. STRUCTURAL STEEL SHALL BE ASTM A-36
OR HIGHER YIELD STRENGTH
6. ALL STRUCTURAL YPOOD SHALL BEAR THE GRADE MARK OF
THE GRADING RULES AGENCY HAVING JURISDICTION
(FOLLOW FRAMING LUMBER SPECIFICATIONS.)
7. DESIGN LOADS LIVE LOADS
LIVING AREAS 40 PSF
SLEEPING AREAS 40 PSF
BATH'S & HALLS 40 PSF
CEILING JOISTS 20 PSF
( LIMITED STORAGE) '
ROOF AREAS 40 PSF (SNO�V)
DECK AREAS 60 PSF
A1.1
ELEVATIONS
SCALE:
0 2' 4' i
�/4�,_ �._�..
PLAN #� 19.05.14
FILE NAME
Denommee Custom
LOT #
7 Fairwind Cir.
Drawn By
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" X EXT. WALL
„��., ANCHOR BOLTS
2)2° X 6" SILL
BOT. P.T.
COMPACTED BACK FILL
r�. ia� coNc. w'
CONTINUOUS CONC. FOOTING
FROST �ALL DETAII
N�T TO SCALE
FINISH GRADE SLOPE � GALVY ANCHOR BOLTS O
1/2"per FOOT min.6 � .
FEET FROM WALL. •� 6'O.C.AND 12" FROM ALL
�i � CORNERS.
� i 'n'�i � , •
'I � `�' � � � ° � " FOUNDATION WALL 10"P.C.
" , r} 3000# min.
` i
� �
% �'�i %� ' ° BACKFILL
�� ��� � ��
/� �/ '� � �
� �� � �
,i ' _� �- �, .a�.
' � ��� �� � ' DAMPROOF or WATERPROOF
�� ,�, ��� � TO FINISH GRADE
� a.
i��i „� ��ii /� , .
L"PER�ORATED DRAIN PIPE
` COURSE GRAVEL
�;, ' � FOOTING W�KEYWAY
i �� �
'/1.
> 4"P.C. SLAB 3000#min.
� j,
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Foundation Wall Detail ��
Scale: 1 /2"=1'0"
FINISH GRA�E SLOPE GALVY ANCHOR BOLTS C�?
1/2"per FOOT min.6 — 6'O.C.AND 12" FROM ALL
FEET FROM WALL. •`- ' ' CORNERS.
� - 4"P.C. SLAB 3540#min.
ii � 'i�,, �, � 4
� � . � .i . ' � .n :. a . . . . �
� � -� � � COMPACTED SUBGRADE
� • ,�
��` � ��
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�� � � �� � � '� . ..
� � " � � � UNDISTURBED SOIL �
:
i �/,�� C :� : e. .
� \
�,: \ �
� � , �;; � `; � � FOUNDATION WALL 10"P.C.
;,.�'� � .;; 3000# min.
� � ,;' � "� � � � �
�' BACKFILL � � � �
\�' b,,�� . .
.. ;'�i �i` , �:� a -� ; � � .
COURSE GRAVEL
. . , � . ; � FOOTING W/KEYWAY
� UNDISTURBED SOIL
Garage Foundation Wall Detail �
s�a�e: � /2"=�'0" �J
0
I
N
�
N
I
N
�
7'-6••
15'-0"
7'-6"
72'-0»
53'-0"
______ ___________ i BEAM POCKET
�------ -
� � o
IL_ i ----------------------�
�-----
-
--------- i
---- ---------------------------------
--------- I
� I 1030 VENTING �
� I CELLAR SASH�
� � '--------- ---- -------------- ---��-----------------------� �
----------------------- -
I I j � j j j o
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� I I I � I I I i�
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� � � � 1030 VENTING � I
___� -� � � uP; tsR O��OSD CELLAR SASH � �
� � BULKHEAD SIZE, SERIES, and �
I I I I I I
� � '--LOCATION, TO BE SITE VERIFIED. �s.n. , � I-, i I
� L--------�
� I 8'-0" 8'-0" 7-10„ 8�_9^ 10'-0" 8'-11" i � i
I
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BEAM POCKET I I �- I I
I � BEAM SIZED BY OTHERS � �__ -------------- --� � I i I
I — — — — — — — — — — — — — — — — —
I
I � 1030 VENTING � � `�` � I ' I I
i�n i m� i w� i�� i . i ns i w� i eam � w.w�w i� i i mae i ose t -.. �
I �~—CELLAR SASH � typ. 3 1/2" dia. CONCRETE
� �-------------------------- --------------- ---� � I I
� F I L LED LALLY COLUMNS, � �
I � typ CONT{NUOUS 24" W x 12" D io ;n I 1 I ALL LALLY COLUMN SPACING I I
� � FOOTING � typ. 4" CON RETE SLAB 3000# min. I I � I SUBJECT TO CHANGES IN � �
� �n I I ACORDANCE �F� STRUCTURAL, andl I
� � i I � I BEAM SIZING, BY SWS, or I I
-r � � � � (OTHERS) � �
� � Basement ; o, i i
�
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-----I �--------------------------------------� �
. 1 � � � � � ' � �
� _ � - . _., � � . � . � .
^ ` ---------- ---- � � � ��_typ CONTINUOUS 24" W x 12" D I I
� _ _ _ _._ _ _ _ _ _ _ _ _ _ _ _ _ � � � � .
� � � � FOOTING I I
� �---
I � � I � i� -
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� � i'] .. r -- � � � � E � � �
i i i i i i �-------- --�--� i i
J I i �—typ 24" x 24" 18" � � � � BEAM POCKET I I
I I -�-J DEEP FOOTING � I I _ I � �
� � 14'-0" � �--------------------- ---� r--- �--- ---� I 1 I '
� � � � � 1030 VENTING!- I
I I � � � I CELLAR SASH I I
I � �
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I � i r-------------- o � � I I
I I � I _
�— � � DEPRE55 FOUNDATION TO ALLOW FOR � I I I I I � o
I I I I - I � I I I
� � 1/6'0"x8'0" OVERHEAD GARAGE DOOR � � � I I �
� � I I FILL AND COMPACT FOR _ FaTTReTS POTCIl � L____________ I I
I I FARMERS PORCH SLAB. c.i ---------J I
i � 2 Car Garage ' � ' ' �
� � : i � � �
. I I . O � � � . � . — — — — — — — — — — — — — — — — — — — — — �
� � typ. 4" CONCRETE SLAB 3500# min. � I I g'-2" � ! I 16'-10"
SLOPE FLOOR TO DRAIN TO 18 -�
� � OVERHEAD GARAGE DOORS. `V � ' I
I I I I I � I �
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� FROST WALL min. OF 48" BELOW GRADE � ' � � � �
I I � r--------------------� ----� L---------J � �
I I typ.10" CONCRETE FOUNDATION I � � I � - -- J
� � WALL min. 3000# CONCRETE W/GALVY I � I �
� � ANCHOR BOLTS � 6'0' O.C. AND i � �_______________ �
� � 12" FROM ALL CORNERS. I �
, , � � Foundation Plan
I 1 DEPRESS FOUNDATION TO ALLOW FOR � � CONCRETE SLABS FOR CONTROL JOINTS sca�E : �/4" = 1�0��
I � 2/9'0"x8'0" OVERHEAD GARAGE DOORS � I
i i , i TO MEET R-506.1.1
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72'-0"
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FOUNDATION
SCALE �,
0 2' 4' 6
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R3U2.5 I
Dwelling/garage opening penetrationprotection:
Openings and penetrations throught thewalls or ceilings seperating
the dwelling from the garage, shall be in accorda.nce with, Sections
R302.5.1, through, R302.2.5.3
R302.5.1
Opening Protection:
Openings from a private garage directly into a room used for
sleeping shall not be permitted. Other openings between the garage
and residence shall be equiped with solid wood doors not less than
l 3/8" (35 mm) in thickness, solid or honeycomb core steel doors
not less than 1 3/8" (35mm) thick, or 20-minute fire-rated doors.
GUARDS
R 3121 Where Required,
Guards Shall be located along Open-sided walking surfaces, including stairs,
ramps, and landings,that are located more han 30"(762 mm) measured
vertically to the floor or grade, below at any point within 36"(914 mm)
horizontally to the edge of the open side. Insect screening shall not be
considered as a Guard
R312.2 Height
Required guards at open-sided walldng surfaces,including, stairs, porches,
balconies,or landings, shall be not less than 36"(914 mm) high measured
vertically above the adjacent wallang surface
, adjacent fiaced seating, or the line connecting leading edges of the treads.
Exceptions:
1. Guards on the open sides of the stairs shall have a height of not less than
34" (864 mm) measured vertically from the line connecting the leading edges
of the treads. •'
2. Where the top of the guard also serves as a handrail on the open sides of
the stairs, the top of the guard shall not be less than 34"(864 mm) and not
more than 38" (965 mm) measured vertically from a line connecting leading
edges of the treads. _
R312.3 Opening Limitations
Required Guards shall not have openingsfrom the walking surfaces to tb.e
required guard height w�ich aIloa• passaoe of a spbese 4" (102 mm) in
d13Il12tei.
E7CC�ilOI1S
1. The triangular opening at the open side of the stair, formed by the riser,
tread, and bottom rail of a guard, shall not allow passage of a sphere 6" (153
mm) in diameter.
2. Guards on the open sides of the stairs shall not have openings w}uch allow
passage of a sphere, 4 3/8" (111 mm) in diameter.
TABLE R302.6
DWELLING/GARAGE SEPERATION
SEPERATION MATERIAL
Not less than 1/2" gypsum board or equivilent
From the Residence and Attic applied to the ara e side.
Not less than 5/8" Type X gypsum board or
From all habitable rooms above the garage equivilent
Structures(S) supporting floor ceiling assemblies Not less than 1/2" gypsum board or equivilent
used for seperation required by this section.
Garages located less than 3' from a dwelling unit Not less than 1/2" gypsum board or equivilent
on the same lot. applied to the interior side of exterior walls that
are within this area
For SI: 1 inch =25.4 mm. 1 foot = 3Q4.8mm
2009 INTERNATION RESIDENTIAL CODES. �
��
Un-Finished
SCALE : 1 /4" = 1'0"
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First Floor Plan
�___ _ _ T� . .
AIR BARRIER NEED AT RIM/SILL, ON EXTERIOR WALLS,
� AND RAFTERS AT EXTERIOR WALLS.
AIR BARRIER NEED AT EXTERIOR KNEE-WALLS
AND SHOWER WALLS.
GARAGE DOOR OPENINGS, AND WALL, TO MEET R-602.1.0
EXTERIOR, AND BEARING WALL HEADERS,
TO MEET R-502.5(1)
������ �� ��t����r�,��
REVIENJED FO" �U;LC!r;; A�dC _�^:��.� CCDE C07ePLl-
ANCE. ERRC'RS OR Gi�..'ISSIO�!5 D"U NOT RELIcVc THE
APPiJC�,NT FROMTNE RESr ONSIBILIl Y AS BUILT"
COM?LI N�E. � �
DRTE: �� r
A2.2
FLAOR PLANS
SCALE:
0 2• 4, 6•
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ROOF TRUSSES BY S�4�S(or OTHERS) TRUSS DRAWINGS
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Section 1.0 Plan
SCALE : 1 /4" = 1'0"
CONVENTfONAL FI
LAY-OVER'S
8" FLYING R
ALL GABLE '
BEAMS by
typ. 4" CONCRETE SLAB 30C
SLOPE TO DRAIN
FROST WALL min. OF 48" BELOW
FILL AND COMPACT � F�
PORCH
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TRUSSES BY SWS(or OTHERS) TRUSS DRAWINGS
10W LAYOUT, DESIGN, TIE DOWN SPECS, 8"
�—RAKE DETAILS, and LATERAL BRACING SPECS.
FIBERGLAS INSULATION
FIBERGLASS INSULATION
CDX, 7/16" OSB, or,
VALL SHEATHING
6"� 16" O.C. 104 5/8" STUD LENGTH
-nin. FINISHED CEICING HEIGHT
E BOTTOM PLATE/ DOUBLE TOP PLATE
3T FLOOR SYSTEM by SWS (OR OTHERS)
SIZE, SERIES & SPACING
= SHOWN ON MANUFACTOR
ING W/ ALL CALCULATIONS
3EAM AND JOIST DESIGN.
FIBERGLASS INSULATION
I" CONCRETE FOUNDATION
min. 3000# CONCRETE W/GALVY
OR BOLTS � 6'0' O.C. AND
ROM ALL CORNERS.
typ. 4" CONCRETE SLAB 3000# min.
NUOUS RIDGE VENT
TRUSSES BY SWS(ar OTHERS) TRUSS DRAWINGS
�OW LAYOUT, DESIGN, TIE DOWN SPECS, 8"
G—RAKE DETAILS, and LATERAL BRACING SPECS.
FIBERGLAS INSULATION
FIBERGLASS INSULATION
CDX, 7/16" OSB, or,
UALL SHEATHING
6"� 16" O.C. 104 5/8" STUD LENGTH
min. FINISHED CEILING HEIGHT
E BOTTOM PLATE/ DOUBLE TOP PLATE
iT FLOOR SYSTEM by SWS (OR OTHERS)
SIZE, SERIES & SPACING
= SHOWN ON MANUFACTOR
ING W/ ALL CALCULATIONS
3EAM AND JOIST DESIGN.
FIBERGLASS INSULATION
S�ZED BY OTHERS
3 1/2" dia. CONCRETE
� LALLY COLUMNS.
I" CONCRETE FOUNDATION
min. 3000# CONCRETE W/GALVY
OR BOLTS � 6'0' O.C. AND
ROM ALL CORNERS.
�" CONCRETE SLAB 3000# min.
� e l
BLD. SECTIONS
SCALE: ,,,,'�
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R-49 FIBERGLASS INSULATION
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7'6" min. FINISHED CEILING HEIGHT '
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R-20 FIBERGLASS INSULATION '
2" x 10" FLOOR JOISTS � �
16" OC. CROSS BRIDGING �
MID-SPAN
R-30 FIBERGLASS INSULATION
BEAM BY OTHERS
R-20 FIBERGLASS INSULATION
1/2" CDX, 7/16" OSB, or -
ZIP-WALL SHEATHING
2" X 6"� 16" O.C. ADJUST STUD LENGTH
9'0" min. FINISHED CEILWG HEIGHT -
SINGLE BOTTOM PLATE/ DOUBLE TOP PLATE
FROST-WALL min. 48" BELOW GRADE
typ. 4" CONCRETE SLAB 3500# min.
SLOPE FLOOR TO DRAIN TO
OVERHEAD GARAGE DOORS.
CONTINUOUS RIDGE VENT
RCHITECTURAL ROOF SHINGLES
�\ 15 ROOF FELT
��, Un-Finished Storage
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2/Car Garage
Section 4.0 Plan
I SCALE : 1 /4" = 1'0"
28'-0"
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ROOF TRUSSES BY SWS(or OTHERS) TRUSS DRAWINGS
TO SHOW LAYOUT, DESIGN, TIE DOWN SPECS, 8"
FLYING-RAKE DETAILS, and LATERAL BRACING SPECS.
LAYOVER BY TRUSS, or
CONVENTIONAL 2"x10" FRAMING �
16" OC @ THIS GABLE. TBD by
TRUSS MANUFACTURER. _____
2" X 6"� 16" O.C. 104 5/8" STUD LENGTH
9'0" min. FINISHED CEILING HEIGHT
SINGLE BOTTOM PLATE/ DOUBLE TOP PLATE
I-JOIST FLOOR SYSTEM by SWS (OR OTHERS)
JOIST SIZE, SERIES & SPACING =____
TO BE SHOWN ON MANUFACTOR—'—
DRAWING W/ ALL CALCULATIONS -----
FOR BEAM AND JOIST DE51GN.
BEAM by
typ.10" CONCRETE FOUNDATION
WALL min. 3000# CONCRETE W/GALVY
ANCHOR BOLTS � 6'0' O.C. AND
12" FROM ALL CORNERS.
CONTINUOUS RIDGE VENT
ARCHITECTURAL ROOF SHINGLE
15# ROOF FELT
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10�
24'-6"
Master Bedroom
17�_4n
Basement
— - ����h��.
2" x 10" ROOF RAFTERS � 16" O.C.
� UN-FINISHED ROOF/STORAGE ROOF
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52'-0"
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27'-6„
2/Car Garage
Section 3.0 Plan
SCALE : 1 /4" = 1'0"
A3.2
BLD. SECTIONS
SCALE:
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