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CLCVH I IVfV I- UK ILLUS 1 KH I IVIV VIVLY IVV 1 I V t5C JWHLCU
NOTES:
1. EXTERIOR LIGHTS ARE SHIPPED LOOSE FOR FIELD 3. STOOPS, STAIRS, HANDRAILS, GUTTERS, DOWNSPOUTS 5. VINYL SHUTTERS ARE OPTIONAL 8. BOTTOM ROW OF SIDING IS SHIPPED LOOSE AND
INSTALLATION BY OTHERS TO PRE -WIRED BOX. AND SPLASH BLOCKS ARE FURNISHED AND INSTALLED BY 6. THE NUMBER OF WINDOWS WILL VARY ACCORDING TO INSTALLED BY BUILDER ON SITE
2, SIDING FOR ENDS IS SHIPPED LOOSE FOR FIELD OTHERS IN ACCORDANCE WITH STATE AND LOCAL CODES. INDIVIDUAL FLOOR PLAN.
INSTALLATION BY OTHERS. 4. SIDING SHOWN IS 414 VINYL, VENTED VINYL SOFFIT 7. MASONRY VENEER OR OTHER FOUNDATION SIDING IS
_ _ _ ..__ ._ _ _ ___ -LOO
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FINISHED CEILING
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FINISHED FLOOR
TOP OF SILL PLATE
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eering\Q.2
RIDGE VENT SHIP -LOOSE &
INSATLLED BY BUILDER ENGINEER'S /ARCHITECTS SEAL
(MUST OVER 50% OF RIDGE)
F
FRONT ELEVATION
.awg,
I
KEVIN M.
ROOF TRUSS IS DESIGNED TO SUPPORT 5 PSF FINN
MAX ADD'L DEAD LOAD FOR POTENTIAL SOLAR c7t
PANELS. SOLAR PANELS MUST BE INSTALLED PARALLEL
CIVIL
TO ROOF SLOPE w/ MAX VERTICAL OFFSET OF '12" � i��}. �3��v�
APPROVER'S SEAL
PFS Corporation
rulortheast Pmgion
PIPM V
ED
1-1 Pau
2/6/19
Approval limited to
Factory Built Portion
MODIFICATIONS
T01AIN' OF YARMOU'TH
REVIEWED FOR 0MLDING AND ZONING CODE COMPLI-
ANCE. ERRORS OR 0,M� ,11SSIONS DO NOT RELIEVE THr
APPLICANT FROM THE RESPONSIB!LI TY OF "AS BUILT"
COMPLIANCE.
DATE: a_/9
-4 ?
BUILDING - ICIAL
E
TITLE:
FRONT ELEVATION
A CERTIFIED AS BUILT IS REQUIRED
BEFORE FINAL INSPECTION
MODEL:
Q-28135
28x46 2 -STORY
DATE: 02-05-19 SCALE: NTS
DRAVVN BY: MATT CHECKED BY:
BUILDER: GENTILE CONSTRUCTION
CUSTOMER: GOODWELL
STATE: MA
WIND: 140 MPH
ROOF: 9/12 @ 16" U.C. 60 PSF
FLOOR: 9 3/8" OPEN JOIST a@ 16 O.C.
FILENAME: 0-23135
SHEET NO.:
AE -101
PAGE:
PROPRIETARY AND CONFIDENTIAL
THESE DRAW11fdGS AID SPECIFICATIONS ARE ORIGINAL,
PROPRIETARY AN[} CONFIDE14TI.AL ti!ATERIALS OF CHMAPION.
COPYRIGHT f 1976.-201 BY CH %1P10N
I
ELEVATION FSR ILLUSTRATION ONLY NOT TO BE SCALED
NOTES:
1. EXTERIOR LIGHTS ARE SHIPPED LOOSE FOR FIELD 3, STOOPS, STAIRS, HANDRAILS, GUTTERS, DOWNSPOUTS 5. VINYL SHUTTERS ARE OPTIONAL B. BOTTOM ROW OF SIDING IS SHIPPED LOOSE ANC
INSTALLATION BY OTHERS TO PRE -WIRED BOX. AND SPLASH BLOCKS ARE FURNISHED AND INSTALLED BY 6. THE NUMBER OF WINDOWS WILL VARY ACCORDING TO INSTALLED BY BUILDER ON SITE
2. SIDING FOR ENDS IS SHIPPED LOOSE FOR FIELD OTHERS IN ACCORDANCE WITH STATE AND LOCAL CODES. INDIVIDUAL FLOOR PLAN.
INSTALLATION BY OTHERS. 4. SIDING SHOWN IS 414 VINYL, VENTED VINYL SOFFIT 7. MASONRY VENEER OR OTHER FOUNDATION SIDING ISI
&ALUMINUM FACIA FURNISHED AND INSTALLED BY OTHERS. RIDGE VENT SHIP -LOOSE &
j INSATLLED BY BUILDER
(MUST COVER 60% OF RIDGE)
ROOF TRUSS IS DESIGNED TO SUPPORT 5 PSF
MAX ADD'L DEAD LOAD FOR POTENTIAL SOLAR I ',
PANELS. SOLAR PANELS MUST BE INSTALLED PARALLEL
TO ROOF SLOPE W/ MAX VERTICAL OFFSET OF 12"
i
F
RONT ELEVATION
RELEASE
INISHED CEILING
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FINISHED FLOOR
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FINISHED FLOOR I
TOP OF SILL PLATE
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MPIMODULAR, INC.
451 SOUTHERN AVE. STRATTANVILLE, PA 16258
THESE DRAVANGS HAVE BEEN EXTRACTED
FROM AND CONFORM TO PREVIOUS
APPROVED BUILDING SYSTEM DRAWINGS
DATE: Feb. 5, 19
ENGINEERING MANAGER
APPROVER'S SEAL
PFS Corporation
ortheast Region
APPIRZOVED
au -3
2/6/19
Approval limited to
Factory Built Portion
TITLE:
REAR ELEVATION
MODEL:
Q-28135
28x46 2 -STORY
DATE: 02-05-19 SCALE: NTS
DRAWN BY:MATT CHECKED BY:
BUILDER: GENTILE CONSTRUCTION
CUS70MER:GOODINELL
STATE: MA
WIND: 140 MPH
ROOF: 9172 ac 16' O.C. 60 PSF
FLOOR: 9 318" OPEN JOIST @ 16" O.C.
FILENAME: Q-28135
SHEET NO.:
AE -1 02
PAGE: �I !
PROPRIETARY AND CONFIDENTIAL
THESE DRAWINGS AND SPECIFICATIONS ARE ORI3INAL,
PROPRIETARY AND CONFIDENTIAL MATERIALS OF CHAMPION.
COPYRIG7HT e 1G75 -241r BY CHAMPION
s
)7
• f
/.3b
RELEASE
INISHED CEILING
j
_
io
FINISHED FLOOR
rr
Ln
i
FINISHED CEILING iv
Co
FINISHED FLOOR I
TOP OF SILL PLATE
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syAtems
MPIMODULAR, INC.
451 SOUTHERN AVE. STRATTANVILLE, PA 16258
THESE DRAVANGS HAVE BEEN EXTRACTED
FROM AND CONFORM TO PREVIOUS
APPROVED BUILDING SYSTEM DRAWINGS
DATE: Feb. 5, 19
ENGINEERING MANAGER
APPROVER'S SEAL
PFS Corporation
ortheast Region
APPIRZOVED
au -3
2/6/19
Approval limited to
Factory Built Portion
TITLE:
REAR ELEVATION
MODEL:
Q-28135
28x46 2 -STORY
DATE: 02-05-19 SCALE: NTS
DRAWN BY:MATT CHECKED BY:
BUILDER: GENTILE CONSTRUCTION
CUS70MER:GOODINELL
STATE: MA
WIND: 140 MPH
ROOF: 9172 ac 16' O.C. 60 PSF
FLOOR: 9 318" OPEN JOIST @ 16" O.C.
FILENAME: Q-28135
SHEET NO.:
AE -1 02
PAGE: �I !
PROPRIETARY AND CONFIDENTIAL
THESE DRAWINGS AND SPECIFICATIONS ARE ORI3INAL,
PROPRIETARY AND CONFIDENTIAL MATERIALS OF CHAMPION.
COPYRIG7HT e 1G75 -241r BY CHAMPION
s
RIDGE VENT SHIP-LOGSF 3
LEFT ELEVATION
ELEVATION FOR ILLUSTRATION ONLY NOT TO BE SCALED
NOTES
I- EXTERIOR LIGHTS ARE SHIPPED LOOSE FOR FIELD 3 STOOPS, STAIRS, H,kNORAILS, GUTTERS, DOWNSPOUTS S. VINYL SHUTTERS ARE OPTIONAL E. BOTTOI'.' ROW OF SIDING IS SHIPPED LOOSE AND
INSTA.LLATIC-N BY OTHERS TO PRE -MIRED 80%k AND SPLASH BLOCKS ARE FURNISHED AND INSTALLED BY S. THE NUMBER OF �MNOI t?WS MLL VARY AXORDING TO INSTALLED BY BVILDER ON SITE
2. SIDING FOR ENDS IS SHIPPER LOOSE FOR FIELD OTHERS IN ACCORDANCE WITH. STATE ALND LOCAL CODES_ INDIVIDUAI FLOOR PLAN_
INSTA1 LATION BY OTHERS. d. SIDV4G SHOVSTI IS 4t4 VINYL, VENTED VINYL SOFFIT 7. MASONRY VENEER OR OTHER FOUNDATION SIDING IS
a ALWANW FACIA FURNISHED ANO INSTALLED BY OTHERS,
RIDGE VENT SHIP -LOOSE A
INSATLLED BY BUILDER
(&!,;IST COVER v)% OF PIDC:E)
III RIGHT ELEVATION
ivi:\Lngineering\Q-z�
I
Im
RELEASE
r�l
*Ilui oing
systems
CHAMPION MODULAR, INC.
451 SOUTHERN AVE. STRATTANALLE, PA 16258
THESE DRAWINGS HAVE BEEN EXTRACTED
FROM AND CONFORM TO PREVIOUS
APPROVED BUILDING SYSTEM DRAWINGS
DATE: Feb. 5, 19
ENGINEERING MANAGER
ENGINEER'S /ARCHITECT'S SEAL
O
KEVIN M. �
FINN rn
CIVIL
No. 396003
t
r�ONA
APPROVER'S SEAL
FS Carporatit n
APIPPROVED
H rmup - 3
2/6/19
Approval limited to
Factory Built Portion
TITLE:
SIDE ELEVATIONS
MODEL:
Q-28135
28x46 2 -STORY
DATE: 02-05-19 SCALE: NTS
DRAWN BY: MATT I CHECKED BY:
BUILDER: GENTILE CONSTRUCTION
CUSTOMER: GOODWELL
STATE: MA
WND: 140 MPH
ROOF: 9112 @ 16" O.C. 60 PSF
FLOOR: 9 3i8" OPEN JOIST @ 16" O.C.
FILENAME: 0-28135
SHEET NO.
AE -1 0
PAGE:
PROPRIETARY AND CONFIDENTIAL
THESE DR,41AINGS AND SPECIFI:A,TIOINE ARE OPIGNAL,
PROPRIETARY AND CONFIDENTIAL MATERIALS OF CHAMIPIC'N..
COPYRIGHT c *7" -2019 BY CHAMPION
M: \fin
RELEASE
54'-1"
46'-0" 8'-0"
TEMP. T00P. ��t. .� aril PLATE
SILVERLINE 70NCW2 4040 RADON SILVERLINE 24310 ` 1 (21 PFA E EI.S
� { SILVERLINE 70NCVV2 34 (2)STATEsEx�Ls
49x49 TV FFF 30314x49314 49x41718
uilul n 9
syatems
MPION MODULAR, INC.
451 SOUTHERN AVE. STRATTANVILLE. PA 16258
1161 ENGINEER'S ! ARCHITECT'S SEAL
1 W3024 W-2-142 1 :-12.7
--` �.. -- a i M
uo
24 DEEP ---+..r.-;Jh i i i �'- 1►f"_
R i
PLUM ONLY I I ° � � I 21 cu.FT. Il
oFOR(q)SITEI 1 ��� 3C-1 -Y�: asht�rY� �3D-1?-- �� � �`�%
i.. __..__---------
_A;_=- { ,�,�
I I HA;���
SOA TUB I ( f • ��� sI
BA 38r'�--{- - HOT WATER LINE STUB
i 1 -
_+10
04
;' 1 COLD WATER LINE STUB1 +12 +12
KITCHEN wl{`'
------ I I r DINING I ,1Vrn
MASTER 1 I r-----_____�-__ Io )
-� ____
o N
R � I 1 � .,...� ®. � ]�atFOR
fF CHAtJD. � d321d£ �JI.�J � �tQt,� � St8"�r�'co
o BATH o
W.I.C. I AREA: 279.86
12
tElILAU(''DR j-� +121 F.F.F. I PROt IDED LIGHT:40.65 -JPROVIDED VENT: 18.5503,
OnVRR3'-8,., �, I
e� Q r y R R
10 I I 4 REQUIRED LIGHT: 22.39 ( 6 MUD �`�ilA'
REQUIRED VENT: 11.19
u ) 1 Co►.laUST�Ora�R ENTRY APPROVER'S SEAL
1 JF- itl J
� O I � � I FR4�.i Ex T ERPo Q
i I I ONSITE I li i (�139
I I TANKLESS WIH O R
w z 3y SPF�2 SIJPPOR7 v I Il I 30x48 CRA1'JL 15 -LI t
12 12 `z I SPICE ACCESS
�
STUDS PER SIDE
PREP FOR GA
-___--
,. X � � (2) SPF --2 SUPPORT L � J �
32 00 � ' STUDS PER SIDE -
{3} SPF=2 SUPPORT ..
G�
.' STUDS PER SVE '
c� +tet 15'-6 112" N
cv (2) PCS 9.25" LVL PER UNIT IN 2ND FIR F 20' E SGA, 7'-4„ �
(2) PCS 11.25" LVL PER UNIT IN 15T FLR CLG P° ATEf(21PCS 2XI0 SPF#2 PEI UNIT IN 2 D FLR FLRRRR FLAT CEILING x CARPET I) PC 2XI2SPF2 PER UNIT IN 1ST FLR CLG 6 6
r 4 4 .� GRADE FLAT CEILING
cv STAIRS R R R
U.3`-4' 13' 4.r
cvcw ,. -
MASTER BEDROOM LIVING ROOM
`- 6G" A.F.F. AREA: 287.72 2XSILVERLINE 70NAW1 21120
x P.F. PREP 37 x 25 118 MODIFICATIONS
0
PROVIDED LIGHT: 32.60 66" A,F,F.-,;z%
PROVIDED VENT: 37.26
+ iv
-� C\l 11
M SLOPED REQUIRED LIGHT: 23.02
cn
GAS SERVICE AREA: 216.85 t-- PROVIDED LIGHT: 38.72CN
-C-EII3 REQUIRED VENT: 11.51
PROVIDED VENT: 22.58
UP
21'-"
REQUIRED LIGHT: 17.35 32
x REQUIRED VENT: 8.67
R 32 °° WINDOW GUARDS ON-SITE PER 8612.2 IF:
2 +2
4 4 2 WINDOW SILL UNDER 24" ABOVE FINISHED
V)`'' PANEL Boxc%j FLOOR AND
LOCATION�' -WINDOW OPENING N40RE THAN 72" ABOVE
j FINISHED GLADE.
5607
H. SILVER NE 1842 SILVER!. NE 1842 SILVERLINE 3 46 %vl TRANS
22 3TE .1P3 314 ?2 3TE .7P 3i
F.F.F. w - 3$ 3/4 76 ill
CABLE SERVICE 38 3%4 76 1/2 92.5 HEA R HEIGHT
HEAD R HEIGH
4'-1 112" 5'-7 11.5 �J 112" 3'-8 112" 4'-4 1l2" 4'-4 112" 10'-8"7'-6"i
I
11'-3,. 11"_3„ NE38F 12112 ON 9112 FALSE DORMER
M
HEADERS: ALL SINGLE WINDOW HEADERS AND DOORS ARE 3 2x6 SPF#2 ASSACHUSETTS
ALL DOUBLE WINDOWS AND SLIDERS (3) 2xlO SPF #2 MA SINGLE .AND TWO-FAMILY DWELLING CODE (780 CHR) 9TH EDITION
MA FUEL / GAS / PLUMBING CODE (248 CMR)
UNLESS OTHERWISE SPECIFIED MA STATE BUILDING CODE, 7TH EDITION
2015 INTERNATIONAL MECHANICAL CODE WITH MA AMENDMENTS
NOTES: 2015 INTERNATIONAL ENERGY CONS. CODE WITH MA AMENDMENTS
1) N.E.S.S. STANDS FOR NEW ENGLAND SAFETY SWITCH.
2017 NATIONAL ELECTRICAL CODE wl MA AMENDMENTS
A 48-HOUR NOTICE, PRIOR TO THE SET, MUST BE GIVEN TO THE LOCAL BUILDING
�) ALL SMOKE DETECTORS :ARE TO BE PHOTO. ELECTRIC. AUTHORITY, BY THE CSL OF RECORD 1=08 THIS PROSECT.! IF ANY SITE CONNECTIONS
3) HEATING SYSTEM TO BE INSTALLED IN THE FACTORY �Y ARE CONCEALED PRIOR TO INSPECTION, THE BUILDING OFFICIAL CAN REQUEST REMOVAL
CHAMPION MODULAR. PLEASE SEE PAGE MP -101 FOR OF ELEMENTS THAT CONCEAL THESE CONNECTIONS TO PROVIDE ACCESS.
HEATING SYSTEM LAYOUT. HEAT LOSS CALCULATIONS ALL CONNECTIONS DONE ON-SITE MUST BE INSPECTED BY THE LOCAL AUTHORITY.
WILL BE ATTACHED AS WELL.
i
z2-�W�-ToPDF.pc"
TITLE:
1ST FLOOR PLAN
MODEL:
Q-28135
28x46 2 -STORY
DATE: 01-28-19
SCALE: 3116"= l' -O"
DRAWN BY: MATT
CHECKED BY:
BUILDER: GENTILE CONSTRUCTION
CUSTOMER: GOODWELL
STATE: MA
WIND: 140 MPH
ROOF: 9112 @ 16" O.C. 60 PSF
FLOOR: 9 318" OPEN JOIST a@ 16" O.C.
FILENAME: Q-28135
SHEET NO.:
AP -101
PAGE:
"1 ER LINES TEMP.
SILVERLINE 3046 SILVERLINE 3046 8 SILVERLINE 1832 SILVERLINE 3046 SILVERLINE 3046
38 314 x 57 3!4 38 314 x 57 314 RADON 22 314 x 41 314 38
9'-6 112_"
R I � R
8 I S p 24 R
I
v; IfDus=
o VE
N� ALL BAT
BEDROOM B
P.F. PREF 66 A.I
Q 1 b ►
+8
ce)ti '-0 i TV
'- Ky "' T' 4 GG" A,F.F.
it AREA: 138.78
PROVIDED LIGHT: 25.74 T (2) � E SE
W '�- � (2) , l�T� SEAL
J PROVIDED VENT: 15.26
in REQUIRED LIGHT: 11.14 38
REQUIRED VENT: 5.55$
+8 $
3'-2"
FLAT CEILING;'
i�
N
15'-6 112 I ry _01
1' 2
R R �2, Iti, � �i
31-41Q
66" A.FiE.— _.T)i
Z a
i�
C3 2
w �- LOFT'
AREA.: 248.34
PROVIDED LIGHT: 43.64
PROVIDED VENT: 43.06 [N
REQUIRED LIGHT: 19.87
CA REQUIRED VENT: 9.93
R SLOPED WALL 3.r
co0 0 ASEAD.
66" A.F.F. RAILING SY OERS. c 2
(2)PCS 9.25" LVL IN BEAM POCKET
----------- ------- — SILVERLINE 1842
SILVERLINE 3046 SILVERLINE 3046 22 314 x 53 314
38 314 x 57 314 38 314 x 57 314 TE .9P.
4'-1 112" 5'-7 1/2" 5'-7 112" 3'-8 1/2" 4'-4 112„
11'-3" NE38D 12112 ON 9112 FALSE DORMER DECK ONSITE BY OTHERS.
HEADERS ALL SINGLE WINDOW HEADERS AND DOORS ARE (3) 2x6 SPF#2
ALL DOUBLE WINDOWS AND SLIDERS (3) 2x10 SPF #2
UNLESS OTHERVitISE SPECIFIEM
SILVERLINE 1842
22 3!4 x 53 314
MASSACHUSETTSNOTES:
MA SINGLE AND TVO�-FAMILY DUELLING CODE (780 CMR) 9TH EDITION
MA FUEL / GAS / PLUMBING CODE (248 CMR) 1) N.E.S.S. STANDS FOR NEW ENGLAND SAFETY SWITCH.
MA STATE BUILDING CODE, 77H EDITION
2015 INTERNATIONAL MECHANICAL CODE WITH MA AMENDMENTS 2) ALL SMOKE DETECTORS ARE TO BE PHOTO ELECTRIC.
2015 INTERNATIONAL ENERGY CONS. CODE WITH MA AMENDMENTS
2017 NATIONAL ELECTRICAL CODE w/ MA AMENDMENTS 3HEATING SYSTEM TO BE INSTALLED IN THE FACTORY BY
CHAMPION MODULAR. PLEASE SEE PAGE MP -101 FOR
HEATING SYSTEM LAYOUT. HEAT LOSS CALCULATIONS
WILL BE ATTACHED AS WELL,
M:0 \E
neer'�..,
Illi .
22'-1„
__ I
.pcs
RELEASE
41M 1
u i rti rn 9
CHAtems
MPION MODULAR, INC.
451 SOUTHERN AVE. STRATTANVILLE. PA 16258
THESE DRAWINGS HAVE BEEN EXTRACTS
FROM AND CONFORM TO PREVIOUS
APPROVED BUILDING SYSTEM DRAWINGS
DATE: Jan. 28, 19
ENGINEERING MANAGER
ENGINEER'S ! ARCHITECT'S SEAL
\A OF SAS
IN p
itj
0 p,
1`--
APPROVER'S St ArC- e
MODIFICATIONS
WINDOW GUARDS ON-SITE PER R612.2 IF:
-WINDOWSILL UNDER 24" ABODE FINISHED
FLOOR AND
-WINDOW OPENING MORE THAN 72" ABOVE
FINISHED GRADE.
TITLE:
2ND FLOOR PLAN
MODEL:
Q-28135
28x46 2 -STORY
DATE:01-28-19
SCALE: NTS
DRAWN BY: MATT
CHECKED BY:
BUILDER: GENTILE CONSTRUCTION
CUSTOMER: GOODWELL
STATE: IIIA
WIND: 140 MPH
ROOF: 9112 cz 16" O.C. GO PSF
FLOOR: 9 3,18" OPEN JOIST c@ 16" O.C.
FILENAME. Q-28135
SHEET NO.:
AP -201
PAGE:
PROPRIETARY AND CONFIDENTIAL
THESE DRAWINGS AND SPECIFICATIONS ARE ORIGINAL.
PROPRIETARY AND CONFIDENTIAL 114TERIAL'S OF CHA!,IPION.
COPYRIGHT e 197C -201913Y CHAMPION
Aft
RELEASE
0 131"x3'nails
5. ox. thru rail
&was
Owl&
�Lu
AqM)
(26)gauge strap per truss
8u-26
w1(5)0.131 x2 1/2" nails
0.131"x3"nail per end
5"o.c. thru rail FASTEN COLLAR TIE
2x6 collar tie TO TOP CHORD WITH
RIDGE VENT
TOP FLIP CONNECTION DETAIL (7)0.131"X3" NAILS PER END
12
I%'O.S.B. or Plywood gusset(both sides)
fastened with 16 Ga staples 2"o.c.
& glued 100% with const. adhesive
KNEEWALL TO TOP CHORD GUSSET DETAIL M collar tie
12
9
1,TTACM OECKING TO 1rOTT0.1.1 CHOPD 48 SIMPSON MTS12
I W. (10imC 131'x3- NAILS PER SIME
FIELD InSTALL 4-x 8' (2)0.131 X 3 114" NAIL , STRAP PER TRUSS
24(min.) I 24(min.)
/0ECKING ACFCSS
WJELINE AS SHOAN
2x10 bottom cho
a) 3.
HANGERS INSTALLED K WALL TO BOTTOM CHORD TAIL
Ape ABOVE GPENINGg
X
1.04,8RIAGE WALL x
MARRIAGE LIIIE OETAIL 00
2x10 bottom chord 2x10 bottom chord
C>
C\1
1/2"or 5/8" GYP.
DBL 2x4 TOP PLATE
R-30-F.G.-INSU R-38-F.G.-INSU
112" GYP. w/VAPOR BARRIER wNAPOR BARRIER
2X6 SPF#2 16 O.C.
2x4 SPF#2 16"o.c.
1/2" GYP 2-
" 00
O.S.B. OR PLYWOOD
R-21 F.G. INSUL.
w/VAPOR BARRIER 20 BOTTOM PLATE
- 19132 or 23/32 O.S.B. or PLYWOOD
R-25 F.G. INSUL.
121-21t
w/VAPOR BARRIER
wk ---I
9 3/8 TRUSS 16" O.C. 13
FOUNDATION DESIGN & W U_
CONSTRUCTION COLUMNS OR PIERS BY OTHERS T- U_ 0 WCL
SEE FOUNDATION PLAN FOR SPACING 0
BY OTHERS I --CONCRETE FLOOR BY -OTHERS ,]
buil intc g
s yst em sION MODULAR, INC.
451 SOUTHERN AVE. STRATTANVILLE, PA 16258
THESE DRAWINGS HAVE BEEN EXTRACTED
FROM AND CONFORM TO PREVIOUS
APPROVED BUILDING SYSTEM DRAVONGS
DATE: Feb. 5, 19
ENGINEERING MANAGER
ENGINEER'S IARC SEAL
)IF AN
KEVIN M-
0 FINN
rn
CIVIL
0 No. 39636
S 01
45
IONA
J
APPROVER'S SEAL
PFS Cor porztion
rzortherst IR.'agion
APPrZOVED
H Izeup -:3
2/6/19
Approval limited to
Factory Built Portion
TITLE:
CROSS
SECTION
MODEL:
Q-28 1 35
28x46 2 -STORY
DATE: 02-05-19 SCALE: NTS
6RAWN BY: MATT CHECKED BY.
BUILDER: GENTILE CONSTRUCTION
CUSTOMER: GOOOWELL
STATE: MA
WND: 140 MPH
ROOF: 9/12 @ 16" O.C. 60 PSF
FLOOR: 9 3/8" OPEN JOIST @ 16" O.C.
FILENAME: 0-28135
SHEET NO.:
AS -201
PAGE:
PROPRIETARY AND CONFIDENTIAL
THESE DRAININGS A14D SPECIFICATIONS ARE OPIGIIN1.4L,
PROPRIETARY AND CONFIDENTIAL MATERIALS OF CH4MIPIM
COP YR I 1GH T c, 19 76-2 01 E? Y C HA 1,41 P 10N
2,
( (2) 8d NAILS
THRU SHEATHING
(2)#84" SCREW
INTO EA. STUD
FLIP OVERHANG DETAIL
FIBERGLASS or ASPHALT SHINGLES
15ft UNDERLAYMENT
7/16"O.S.B.or
PLYWOOD
ICE SHIELD
2x6 FASCIA BD.
VENTED SOFFIT
2x6 SPF#2 TOP PLATE
cc
BUILDING WRAP
0
PER ASTMD226
VINYL SIDING, T1 -11,
0
CEDAR LAP or BRICK BY
OTHERS
<
U_
-7-" O.S.B or PLYWOOD
16
11
0
2x6 BOTTOM PLATE
SILL PLATE
ANCHOR BOLT
RELEASE
0 131"x3'nails
5. ox. thru rail
&was
Owl&
�Lu
AqM)
(26)gauge strap per truss
8u-26
w1(5)0.131 x2 1/2" nails
0.131"x3"nail per end
5"o.c. thru rail FASTEN COLLAR TIE
2x6 collar tie TO TOP CHORD WITH
RIDGE VENT
TOP FLIP CONNECTION DETAIL (7)0.131"X3" NAILS PER END
12
I%'O.S.B. or Plywood gusset(both sides)
fastened with 16 Ga staples 2"o.c.
& glued 100% with const. adhesive
KNEEWALL TO TOP CHORD GUSSET DETAIL M collar tie
12
9
1,TTACM OECKING TO 1rOTT0.1.1 CHOPD 48 SIMPSON MTS12
I W. (10imC 131'x3- NAILS PER SIME
FIELD InSTALL 4-x 8' (2)0.131 X 3 114" NAIL , STRAP PER TRUSS
24(min.) I 24(min.)
/0ECKING ACFCSS
WJELINE AS SHOAN
2x10 bottom cho
a) 3.
HANGERS INSTALLED K WALL TO BOTTOM CHORD TAIL
Ape ABOVE GPENINGg
X
1.04,8RIAGE WALL x
MARRIAGE LIIIE OETAIL 00
2x10 bottom chord 2x10 bottom chord
C>
C\1
1/2"or 5/8" GYP.
DBL 2x4 TOP PLATE
R-30-F.G.-INSU R-38-F.G.-INSU
112" GYP. w/VAPOR BARRIER wNAPOR BARRIER
2X6 SPF#2 16 O.C.
2x4 SPF#2 16"o.c.
1/2" GYP 2-
" 00
O.S.B. OR PLYWOOD
R-21 F.G. INSUL.
w/VAPOR BARRIER 20 BOTTOM PLATE
- 19132 or 23/32 O.S.B. or PLYWOOD
R-25 F.G. INSUL.
121-21t
w/VAPOR BARRIER
wk ---I
9 3/8 TRUSS 16" O.C. 13
FOUNDATION DESIGN & W U_
CONSTRUCTION COLUMNS OR PIERS BY OTHERS T- U_ 0 WCL
SEE FOUNDATION PLAN FOR SPACING 0
BY OTHERS I --CONCRETE FLOOR BY -OTHERS ,]
buil intc g
s yst em sION MODULAR, INC.
451 SOUTHERN AVE. STRATTANVILLE, PA 16258
THESE DRAWINGS HAVE BEEN EXTRACTED
FROM AND CONFORM TO PREVIOUS
APPROVED BUILDING SYSTEM DRAVONGS
DATE: Feb. 5, 19
ENGINEERING MANAGER
ENGINEER'S IARC SEAL
)IF AN
KEVIN M-
0 FINN
rn
CIVIL
0 No. 39636
S 01
45
IONA
J
APPROVER'S SEAL
PFS Cor porztion
rzortherst IR.'agion
APPrZOVED
H Izeup -:3
2/6/19
Approval limited to
Factory Built Portion
TITLE:
CROSS
SECTION
MODEL:
Q-28 1 35
28x46 2 -STORY
DATE: 02-05-19 SCALE: NTS
6RAWN BY: MATT CHECKED BY.
BUILDER: GENTILE CONSTRUCTION
CUSTOMER: GOOOWELL
STATE: MA
WND: 140 MPH
ROOF: 9/12 @ 16" O.C. 60 PSF
FLOOR: 9 3/8" OPEN JOIST @ 16" O.C.
FILENAME: 0-28135
SHEET NO.:
AS -201
PAGE:
PROPRIETARY AND CONFIDENTIAL
THESE DRAININGS A14D SPECIFICATIONS ARE OPIGIIN1.4L,
PROPRIETARY AND CONFIDENTIAL MATERIALS OF CH4MIPIM
COP YR I 1GH T c, 19 76-2 01 E? Y C HA 1,41 P 10N
. .........
Mn inee
FACTORY INSTALLED FROM, STUD TO FLOOR BAND
SIMPSON LSTA12 u 32' D.C.. USE (5).1»6'x2.5' NAILS
IND STUDS AND (5) .148'x2-5' NJAILS IN GIRDER
2x STUDS - DBL N. ATE 44ALL
BOTTOM PLATE TO STUD CONNECTION
(2) .131'x3' NAILS THRU PLATE INTO 2x STUDS
ENJDGR4IN
2x BOTTOM PLATE TO FLOOR CONNECTION
.131 x 3' - 12' O.C. FACE NAIL 1F►'32' O.S,B. TRG FLOOR DECKING CR
ALL THR AD BOLT 4'0,C OR 3'8" LAG � 32" BETTER 44".131'x2.5' NAILS �.6. O.C_
O.C. OVER LENGTH OF MODULE (OPTIONAL) ') 2x FLOOR GIRDER l.IINJ, EDGES, 12- O.C. FIELD I:kILING
19 32" O.S.B_T&G FLOOR DECKING OR
(2 RO'k,%'S .131'x3' NAILS 32' O.C. AT TOP
BETTER 44' .131'x2.5' NJAILS C6" O.C. )
EDGES. 12' O.C. FIELD NAILING AND BOTTOM AND STAGGERED,
Fx FLOOR JOIST � 1f' D.C. t.l'
2r FLOOR JOIST (, 16' O.C. R't.
INSULATION 4'Y
V.B-
2x LEDGER 44';'.131 x 3' FACE !JAILS PER I'JOMDUAL
2' O.C. OR JOIST HANGERS OPT. FLOOR TRUSS RES -CHECK
SITE INSTALLED
2x LEDGER W'.131 x 3' FACE NAILS SIMP SON LSTA15 C_- 48' O.C;
�2- O.C, OP. JOIST HANGERS ACROSS MODULE LINE-
F. {1
CLG JOIST I'? 16" OR 24- O,C,
FACTORY INSTALLED FROM STUD TO FLOOR SAND � � GIRDER TO JOIST CONNECTION 2x GLG JOIST C 24' O.C. VAX
SII: PSO'J LSTA12 32' Q,C. -USE (5} .148"x2.8" NAILS (3) .131'x3" NAILS THRID MEMBER INTO WOOD CO,'.*PRESS10'J STRIP I:'Il;
IN STUDS AND (5) .14°'x2.3' NAILS IN GIRDER ENDGRAINJ
TOP PLATE TO TOP PLATE CONNECTION
TOP PLATE TO STUD CONNECTIONS (2) ROWS ,131'x3' NAILS 32" O.C. AT TOP .131 x 3"- 12' O.C. FACE NAIL
(3).131'x3* NAILS THRU PLATE INTO AND BOTTOt.1 AND STAGGERED. TOP PLATE TO STUD CONNECTIONS
ENDGRAIt•J (,a),131'x ' NAILS THRU PLATE INTO
3
.-31x3
'' TDENAI',S c 6- O.C. ENJOGRhIN
2x STUDS - DBL MATE WALL
TOP PLATE TO TOP PLATE CONNECTION
.131 x 3'- 12'0.C. FACE NAIL
IIIA
'l09 -Al
•
-Z -AM _U
d w g 01-9-10: 3
Rin
�. �.
•
4 VV (.3
SHI"JGLES INSTALLED ANDD FASTE.'T_
PER MANUFACTURER'S INSTRUCTION
FACTORY INSTALLED Sir:'PSONJ H2.5 OR EOU,AL CU24-
O:C. MAX
- USE (5) .13I'x1.5" N1A1LS IN ROOF AND
N' -MLS IN TOP PLATE
OPT. %VOOD STRIP NAILER TO TOP PLATE
BETWEEr' TRUSSES 1rd`.1 SE•'x2.5' NJt ILS 8'
D.C.
PA'JFL EDGE NAILING
131'):2.5' NAILS ,[' O.C_ OR
7:16' x 1 1'2' x 16 GA STAPLES @ 3' O.C,
ALUMINU1.1 DRIP EDG_
(2).131"X3' NAILS EACH JOIST ------
ALUMINUM
-ALUMIN,1UM FASCIA
1
SUB FASCIA
VENTED SOFFIT
F & J CHANNEL
7,16" OSB SHTG TO TOP PLATE
PERIMETER -STAGGER (2) ROWS
.1311'x2.5" NAILS IJ t2' O.C. OR
7'16"x1 IQ'x16 GA STAPLES (b" O.0
BOTTOIM PLATE TO STUD CONJN .-CTION
(3).131"x3' NAIL'STHRU PLATE INTO
ENDGRAIN
2x BOTTOM PLATE TO FLOOR Cq'JNJECTION
.131 x 3'. 12" O.C. FACE t'AIL
FACTORY INSTALLED FROM STUD TO FLOOR
SAND
5I1,1,PS014 LSTA12 (4 32' O.C. - USE t5
.148"x2.5" NAILS IN STUDS AND
NAILS IN GIRDER
(2) RW.'S .131'x3' NAILS 32' O.C. AT TOP
Ar'D
BOTTOM. AND STAGGER'b.
PERIL: ETER TO JOIST CONNCTIONJ
(34.131 -x3' NAILS THRU MEMBER INTO
ENDGRAiN
SITE INSTALLED
SI1.'PSONJ LSTA15Ci�46' O.0
ACROSS MODULE LINE.
Zx LEDGER W'A31 x 3' FACE NAILS
(,,-12- O.C_ OR JOIST MANGERS
PERRIETER TO JOIST CONJIJECTION
(2) .131"x3' t'AILS THRU VZ1 "CER INTO
ENDGRAIN
`-" FACTORY INSTALLED FROM STUD TO FLOOR
BAND
SIN.IPS ON LSTA12 C 3."." O.C. - USE (5)
.148"x2.1_5' NtJLS IN STUDS AND
N TAILS IN GIRDER
U -R YF opci
RELEASE
PRE-!.1,PJUFACTURE0 TRUSS
INSULATION VV,� V.B- PER
INDIVIDUAL
R -.,-CHECK.
CLG JOIST
(3),131 -x3- TOErJAIL S FRO -M ROOF
TO TOP PLATE
WOOD COMPRFSSION STRIP %wj, I;,
TO'--' PLATE TO TOP PLATE CONNJECTICN
.131 x 3' - 12' O,C: FACE NAIL
7x STUDS
TOP PLATE TO STUD CONNECTIONS
(3).13 I'x3" MAILS THRU PLATE INTO
ENJDGP.AIN
lb u 'i It i/n
M,
CHAe s
MPION MODULAR, INC.
451 SOUTHERN AVE. STRATTANVILLE. PA 1§258
THESE DRAWINGS HAVE BEEN EXTI-ZAG 1 ED
FROM AND CONFORrA TO PREVIOUS
APPROVED BUILDING SYSTEkil DRAWINGS
DATE: Jan. 17,19
l ENGINEERING MANAGER
FAGIURY INIF,LLtO ti' r.tUUu�t
ENGINEER'S J ARCHIT C ' SEAL
fi1N,1PSON LST Al2 �: 48" D.C. -us s
2x STUDS
i:: ?'x2:5' NAILS IN STUDS AND
u'
BOTTOM PLATE TO STUD CONNJ=CTION
(5). 148*) -2.5' NJ.AiLS IN GIRDER
7.16" OSB SHTG TO STUD
(3) .131"x3' NAILS THRU PLATE INTO
JAIL.f 'O.G. EDGES. 1 23.C. FIELD,
ENDGRAIJ
O=TtOJAL GAPBET4 BETWEEN MODULES i
'2x STUDS - DBL L ATE ALL
.111'x?.5'
OR 7116"xt 1,Vxlf, GA STAPLES
1'2' MAX- GAP !.'UST BE PACKED WITH
SO WOOD BLOCKING AT ALL
60770,1.1 PLATE TO STUD CONNECTION
3' O,C. EDGES. 6' O.C. FIELD
PFS Corporation
.ID
LAG BOLT LOCATIONS.
(2).13 1"x3" NAILS THRU PLATE INTO
. ap ® 3
2x BOTTOM PLATE TO FLOOR GONJtJECTiON
Approval limited to
ENDGRAINJ
,131x 3"- 12" O.C. FACE N:;IL
19 32' O.S.B. T&G FLOOR DECKING OR
TITLE:
TYPICAL
CONNECTIONS
BETTER W', 131'x2.5' HAILS qt* O.C.
2X BOTTON.", PLATE TO FLOOR CONNECTION
. i " SB SHTG TO FLOOR
7 6 O
14'32' D.S.B. T&G FLOOR DEC:I• ING OR
2" c
EDGES, 1� O,C. FIELD t"AILltwG
I :131 x 3' - 12'O.C. FACE tJ=,lt
PERIMETER STAGGER (2j R04':S
�r,
BETTER i � ,131'x2.5` NAILS Ca 6' O -C.
STATE: MA
") 2x FLOOR GIRDER
131'x2.5" NAILS t7 14" O.C. OR
C
I EDGES, 12` O.C. ELLE, NAILING
FILENAME: Q-28135
SHEET NO..
7'16a'xt 1.2"x15 GA STAPLES � 7"
i
2x FLOOR JOIS
"T. FLOOR TRUSS
Q.C.
(2) 2x PERI!,'ETER BAUD
��� n n t
i
Ii'
•131`x3' TOENAILS (r_ fi' O.C.
111 1
7;16" OSB SHTG TO SUPPORT PLATE
(1) RJ:"J _131'x2.5' MAILS Ca 12` O,C:.
OR 7.16'0 1.12"), 16 Gtr STAPLES Ca 6'
2x FLOOR JOIST
O.C.
INSULATION' VV,, V.B. PER
=: ALL THREAD BOLT »' D.C_
2x6 MIN. P.T. SILL PLATE
INDAIDUAL RES -CHECK
PERP!ETER TO JOIST CONNECTION
OR z , ' LAG32'" 0 C,
GIRDER To JOIST CONNECTION
VV" ALUM TERMITE SHIELD
(1). 131"x.3` NAILS THRU I,+Z:L BE:R INTO
OVER LENGTH OF A10DULE
do (3) .131`x3' NAILS THRU !.!EMBER 114TO
ENJDGRAINJENDGRAINt
2x LEDGER Wil 31 x 3"
d •' d , BATT
LAS TT
MINERAL WOOL OR F13ERGLAS B
(2) RO. S A31'x3' NJAILS 32' O.C. AT TOP
FACE NAILS � 2' O.C.
A INSTALLED ON-SITE AFTER TT SET
1,'2' ANCHOR BOLTS LV7' t IIN EMBEDMENT
AN'D BDTTO%! AND STAG GERED_
OR JOIST HANGERS
FIRE STOPPING. ALTERNATE
(172' O,C. - MIN (2) REQUIRED EA SILL PLATEFOR
° FIRESTOPPING MATERIALS MUST I.'EET THE
SECTION, AND (t) VOTHIN 3 V2" MIN AND 12'
� � REOUIREN.IENJTS OF SECTION�t 8602.8.1
MAX FROM EACH END OF PLATE SECTION
's � �
. .........
Mn inee
FACTORY INSTALLED FROM, STUD TO FLOOR BAND
SIMPSON LSTA12 u 32' D.C.. USE (5).1»6'x2.5' NAILS
IND STUDS AND (5) .148'x2-5' NJAILS IN GIRDER
2x STUDS - DBL N. ATE 44ALL
BOTTOM PLATE TO STUD CONNECTION
(2) .131'x3' NAILS THRU PLATE INTO 2x STUDS
ENJDGR4IN
2x BOTTOM PLATE TO FLOOR CONNECTION
.131 x 3' - 12' O.C. FACE NAIL 1F►'32' O.S,B. TRG FLOOR DECKING CR
ALL THR AD BOLT 4'0,C OR 3'8" LAG � 32" BETTER 44".131'x2.5' NAILS �.6. O.C_
O.C. OVER LENGTH OF MODULE (OPTIONAL) ') 2x FLOOR GIRDER l.IINJ, EDGES, 12- O.C. FIELD I:kILING
19 32" O.S.B_T&G FLOOR DECKING OR
(2 RO'k,%'S .131'x3' NAILS 32' O.C. AT TOP
BETTER 44' .131'x2.5' NJAILS C6" O.C. )
EDGES. 12' O.C. FIELD NAILING AND BOTTOM AND STAGGERED,
Fx FLOOR JOIST � 1f' D.C. t.l'
2r FLOOR JOIST (, 16' O.C. R't.
INSULATION 4'Y
V.B-
2x LEDGER 44';'.131 x 3' FACE !JAILS PER I'JOMDUAL
2' O.C. OR JOIST HANGERS OPT. FLOOR TRUSS RES -CHECK
SITE INSTALLED
2x LEDGER W'.131 x 3' FACE NAILS SIMP SON LSTA15 C_- 48' O.C;
�2- O.C, OP. JOIST HANGERS ACROSS MODULE LINE-
F. {1
CLG JOIST I'? 16" OR 24- O,C,
FACTORY INSTALLED FROM STUD TO FLOOR SAND � � GIRDER TO JOIST CONNECTION 2x GLG JOIST C 24' O.C. VAX
SII: PSO'J LSTA12 32' Q,C. -USE (5} .148"x2.8" NAILS (3) .131'x3" NAILS THRID MEMBER INTO WOOD CO,'.*PRESS10'J STRIP I:'Il;
IN STUDS AND (5) .14°'x2.3' NAILS IN GIRDER ENDGRAINJ
TOP PLATE TO TOP PLATE CONNECTION
TOP PLATE TO STUD CONNECTIONS (2) ROWS ,131'x3' NAILS 32" O.C. AT TOP .131 x 3"- 12' O.C. FACE NAIL
(3).131'x3* NAILS THRU PLATE INTO AND BOTTOt.1 AND STAGGERED. TOP PLATE TO STUD CONNECTIONS
ENDGRAIt•J (,a),131'x ' NAILS THRU PLATE INTO
3
.-31x3
'' TDENAI',S c 6- O.C. ENJOGRhIN
2x STUDS - DBL MATE WALL
TOP PLATE TO TOP PLATE CONNECTION
.131 x 3'- 12'0.C. FACE NAIL
IIIA
'l09 -Al
•
-Z -AM _U
d w g 01-9-10: 3
Rin
�. �.
•
4 VV (.3
SHI"JGLES INSTALLED ANDD FASTE.'T_
PER MANUFACTURER'S INSTRUCTION
FACTORY INSTALLED Sir:'PSONJ H2.5 OR EOU,AL CU24-
O:C. MAX
- USE (5) .13I'x1.5" N1A1LS IN ROOF AND
N' -MLS IN TOP PLATE
OPT. %VOOD STRIP NAILER TO TOP PLATE
BETWEEr' TRUSSES 1rd`.1 SE•'x2.5' NJt ILS 8'
D.C.
PA'JFL EDGE NAILING
131'):2.5' NAILS ,[' O.C_ OR
7:16' x 1 1'2' x 16 GA STAPLES @ 3' O.C,
ALUMINU1.1 DRIP EDG_
(2).131"X3' NAILS EACH JOIST ------
ALUMINUM
-ALUMIN,1UM FASCIA
1
SUB FASCIA
VENTED SOFFIT
F & J CHANNEL
7,16" OSB SHTG TO TOP PLATE
PERIMETER -STAGGER (2) ROWS
.1311'x2.5" NAILS IJ t2' O.C. OR
7'16"x1 IQ'x16 GA STAPLES (b" O.0
BOTTOIM PLATE TO STUD CONJN .-CTION
(3).131"x3' NAIL'STHRU PLATE INTO
ENDGRAIN
2x BOTTOM PLATE TO FLOOR Cq'JNJECTION
.131 x 3'. 12" O.C. FACE t'AIL
FACTORY INSTALLED FROM STUD TO FLOOR
SAND
5I1,1,PS014 LSTA12 (4 32' O.C. - USE t5
.148"x2.5" NAILS IN STUDS AND
NAILS IN GIRDER
(2) RW.'S .131'x3' NAILS 32' O.C. AT TOP
Ar'D
BOTTOM. AND STAGGER'b.
PERIL: ETER TO JOIST CONNCTIONJ
(34.131 -x3' NAILS THRU MEMBER INTO
ENDGRAiN
SITE INSTALLED
SI1.'PSONJ LSTA15Ci�46' O.0
ACROSS MODULE LINE.
Zx LEDGER W'A31 x 3' FACE NAILS
(,,-12- O.C_ OR JOIST MANGERS
PERRIETER TO JOIST CONJIJECTION
(2) .131"x3' t'AILS THRU VZ1 "CER INTO
ENDGRAIN
`-" FACTORY INSTALLED FROM STUD TO FLOOR
BAND
SIN.IPS ON LSTA12 C 3."." O.C. - USE (5)
.148"x2.1_5' NtJLS IN STUDS AND
N TAILS IN GIRDER
U -R YF opci
RELEASE
PRE-!.1,PJUFACTURE0 TRUSS
INSULATION VV,� V.B- PER
INDIVIDUAL
R -.,-CHECK.
CLG JOIST
(3),131 -x3- TOErJAIL S FRO -M ROOF
TO TOP PLATE
WOOD COMPRFSSION STRIP %wj, I;,
TO'--' PLATE TO TOP PLATE CONNJECTICN
.131 x 3' - 12' O,C: FACE NAIL
7x STUDS
TOP PLATE TO STUD CONNECTIONS
(3).13 I'x3" MAILS THRU PLATE INTO
ENJDGP.AIN
lb u 'i It i/n
M,
CHAe s
MPION MODULAR, INC.
451 SOUTHERN AVE. STRATTANVILLE. PA 1§258
THESE DRAWINGS HAVE BEEN EXTI-ZAG 1 ED
FROM AND CONFORrA TO PREVIOUS
APPROVED BUILDING SYSTEkil DRAWINGS
DATE: Jan. 17,19
l ENGINEERING MANAGER
ENGINEER'S J ARCHIT C ' SEAL
OF jS
u'
0 1 NNrn
�✓ V
o. " }
f 0M
APPROVER'S SEAL
PFS Corporation
ort east Region
APPROVED
. ap ® 3
2/6/19
Approval limited to
Factory Built Portion
MODIFICATIONS
TITLE:
TYPICAL
CONNECTIONS
MODEL:
Q-28135
28x46 2 -STORY
DATE:01-17-19
SCALE: NTS
DRAWN BY: MATT
CHECKED BY:
BUILDER: GENTILE CONSTRUCTION
CUSTOMER: GOOD'til1/ELL
STATE: MA
WIND: 140 MPH
ROOF: 9/12 @ 16" O.C. 60 PSF
FLOOR: 9 3/8" OPEN JOIST @ 16" O.C.
FILENAME: Q-28135
SHEET NO..
TC -101
PAGE.
PROPRIETARY AND CONFIDENTIAL
THESE DRAWINGS AND SPECIFICATIONS ARE ORIGINAL,
PROPRIETARY AND CONFIDENTIAL 1AATERIALS OF CHAMPION.
COPYRIGHT c 1976.2019 BY CHAMPION
F -n
RELEASE zf I',
a
U I I r
yat e mils
MPION MODULAR, INC.
4R1 _Ig01ITHFPM AVP gTRATTANVII I F PA 1r,2.rA
�DOOR: SCHEDULE GENERALWINDOW SCHEDULE
NOTES
SIZE
ID,T,I,H,� DESCRIPTION LIGHT VENT MANUFACTURER U VALUE 1. APPLIANCE ELECTRICAL CIRCUIT
WINDOW R/O SIZE AREA .LIGHT VENT
ANDERSEN SCHEDULE IS FOR REFERENCE
DBL 3046 77 x 57 /11.6039 3X6 -8 STEL .20 ONLY. APPLIANCE MAN
W �[� _ .� MANUFACTURER'S
�' � ' 30.83 ft2 22.08 ft2 ft2 �r SIDE HINGED
z a 16.18 ft 9.94 ft 9.26 ft THERMATRU
. DBL 24210 61 x 37 � _ SPECIFICATION REQUIREMENTS MAY
J tl 3046 n 2 5. STEEL SNCL
38 /4 x 57Y4" 15.54 ft 11.04 ft .� 8d ft 39 3X6.8 SIDELIGHT 2.3 ANDERSEN, PREEMPT THE SCHEDULE.
7 24210 Miff 3 ,r 8.06 ft2 4.97 ft2 2.63 ft2 SL SIDE HINGED THERMATRU
W - 30�� x37/
24310 10.02 ft2 6.93 ft2 3.72 ft2 39 ,� STEEL ANDERSEN, 2. LIGHT AND VENTILATION
J Q 30 / x 49 M 3X6 $ DBL SIDELIGHT 4.6
> 2440 30 4" x57% " 12.33 ft2 8.24 ft2 4.4� ft DBL SIDEHINGED - THERMATRU CALCULATIONS ARE BASE ON
2852 34 x 65 / 15.86 ft 11.17 ft 96 ft 35 STEEL ANDERSEN, MINIMUM WINDOW AND DOOR
8X6813 �� 3 �� 2 z � z
,� 3 „ 2 2 _ 2 SIDE HINGED - - THERMATRU AREAS OFFERED.
5916 ARCHTOP 61 x 17 � 7.36 ft 4,58 ft C� ft
Dei 3046 77 ja"x 58X" 31.18 ft2 22.60 ft2 11.40 ftp ! VINYL SLIDER SILVERLINE 3. TOTAL WINDOW AND DOOR AREA
o 2 - - 2 73 6X6 -8 PATIO DOOR 32.4 15.56 THERMATRU .��
DBL 2852 69Y x66Y 31.70 ft 23.00 ft 11.50 ft INCLUDING ANY OPTIONAL WINDOWS
11 2 2 VINYL SWINGER S1LV I AND DORS D
I WW DBL24210 6174"x38Y 16.21 ft 10.2 ft 5.06 ft r_ ,� ERL NE ADDED MUST NOT
» N 2 2 75 6X+6 8 PATIO DOOR 32.4 15.56 THERMATRU
w -J 3046 38 f x58Y 15.69 ft 11.30 ft 5.70 ft EXCEED THE MAXIMUM ALLOWABLE
0 2852 34 ,"x66 X~ 15.65 ft2 11.50 ft2 5.75 ft2 38
31X61-811 FIRE DOOR .... THERMATRU FOR COMPLIANCE WITH THE HEAT
cJi 24210 30 %» x ss yp 8.17 ftp 5.10 ft2 2.53 ft2
LOSS REQUIREMENTS.
W DBL 3046 75 %" x 57 1» 3x.28 ft2 20.80 ft2 11.82 ft2 34 2181X61_811 FIRE DOOR THERMATRU 4. WHEN A GAS RANGE IS
67 x 65
�, D6� 2s52 �a�" 30.84 ft2 21.20 ft2 11.40 ft2 INSTALLED, THE RECEPTACLE
C:j
DBL 24210 59 V x 37' %r;" 15.58 ft2 9.00 ft2 4.80 ftp
BEHIND THE RANGE MAYBE ON A
2 Baas 3s 5a,; 1,x.34 ft 10.40 ft 5.51 ft2
GENERAL LIGHTING OR PORTABLE
,» 2 2
o D 2852 34 %"X 65 %" 15.11 ft2 10.60 ft2 5.70 ft2 APPLIANCE CIRCUIT.
a 24210 30 Xs» x 3716" 7.92 ft2 4.50 ft2 2.40 ft2
Vj15. FLOOR PLANS MAY BE
• DBL 20300 43.. x 36., 12.29 ft2 7.00 ft2 5.94 ft2
EGRESS EGRESS
�tZ' 2030C 24Y2"x36X» 14.42 ft3.50 ft2 2.97 ft2 CONSTRUCTED AS A MIRROR IMAGE
NOTE: NET CLEAR OPENING OF 2852 WINDOWS NOTE: NET CLEAR OPENING OF 3050 WINDOWS OF THAT SHOWN ON THE APPROVED
2448 25" x49 9.06 ft2 4.64 ft2 2.43 ft2 E"1 END TO END/SIDE TO SIDE
C�UALS:29.153 V111DE EQUALS: 32.56 WIDE PLAN ( )
0 1 DBL 3661 73 112" x 62" 31.65 ft2 24.42 ft2 11.98 ftp 29.00" HIGH 26.7011 HIGH 6. TOILET COMPARTMENTS T BE "
� DBL 3036 62'► x 37" 15.22 ft2 11.10 ft2 5.50 ft2 I „
O 30
3fi61 37" 11 62" 15.93 ft2 12.21 ft? x.99 ft2 EGRESS EGRESS (MIN)IN WIDTH WITH 15 FROM C1L
OF STOOL TO NEAREST EDGE OF
D 3036 31" x 37" 7.61 ft2 5.55 ft2 2.75 ft2 NOTE: NET CLEAR OPENING OF 3046 WINDOWS NOTE: NET CLEAR OPENING OF 3658 WINDOW
24210 30118" x 36 718" 0.06 ft2 4.46 ft2 2.58 ft2 EQUALS: 32.6875" WIDE EQUALS: 33.31" WIDE ENCLOSURE, TUB SIDE, ETC.
' DBL. 3046 763/8 x 56 718" 30.70 ft2 20.62 ft2' 5.16 ft 25.6875 HIGH 25,48" HIGH 7. HALLS TO BE 36" MIN IN WIDTH
v cv
3046 38 11V" x 56 718" 15.52 ft2 10.31 ft2 5.73 ft2
w Q CTR6010 72 318'" x 12 112" 6.37 ft2 2.94 ft2 0.00 ft2
I
11 1 U: U,5:
THESE DRAWINGS HAVE BEEN EXTRACTED
FROM AND CONFORM TO PREVIOUS
APPROVED BUILDING SYSTEM DRAWINGS
DATE: Jan. 17, 19
ENGINEERING MANAGER
ENGINEER'S 1 ARCHITECT'S SEAL
�A 0
I€�!N
I ,
0 N o. ,,,, 53
100 I -z
Sf0N t- -1
APPROVER'S SEAL
TITLE:
TYPICAL
SCHEDULE
MODEL:
Q-28135
28x46 2 -STORY
DATE: 01-17-19
SCALE: NTS
DRAWN BY: MATT
CHECKED BY:
BUILDER: GENTILE CONSTRUCTION
CUSTOMER: GOODWELL
STATE: IMA
WIND: 140 MPH
ROOF: 9112 cid 16" O.C. 60 PSF
FLOOR: 9 318" OPEN JOIST P 16" O -C,
FILENAME: Q-28135
SHEET NO.:
TS -101
PAGE:
PROPRIETARY AND CONFIDENTIAL
THESE DRAINFINCS AND SPECIFICATIONS ARE ORIGINAL,
PROPR E T ARY AND CO'NFIDENTIAs. MATERIALS OF CHMMON..
COPYRIGHT c 1976-2019 BY CHAMPION
SEE NOTE #2
SEE NOTE #2
2" VTR
X ZED.
co
c �
00
1 114" MIN. TAIL PIECENr �
Z 2" VTR.
<o
1 114"x2"
ADAPTER 2" SANI-TEE
2" SAN I -T
2„ P -TRAP � 2„p -TRAP
2” 90 STREET ELL 2" 90 STREET ELL
CONTINIOUS WASTE
WASHER STANDPIPE TYPICAL SINGLE LAV.
MIN
SEE NOTE 92
P -TRAP
2"90 STREET ELL FLOOR LINE
TYPICAL ISLAND SINK
FIXTURE TAILPIECE
2" 2"
2" P -TRAP 2^VyyE+STREET 45
TYPICAL SHOWER
TYPICAL KITCHEN SINK
w/OPT. DISHWASHER
ngineenng\Q-zb\Q- -
RELEASE
FIXTURE'
2" P -TRAP z"yyyE+STREET 45,
TYPICAL TUB/SHOWER
-- SEALING FUNCTION
\\_
AIR ADMITTANCE VALVE
OR VENT THRU ROOF.
O
w�
C)p
a
w
Wo
RTE �12
—3" DIA. VENT,
MIN, 24" ABOVE ROOF
FLOOR DECKING WAX RING
tt
TOILET FLANGE
SEE NOTE#2 FLANGE FASTENED TO
NOTLS: FLOOR w1NVN COROSIVE
SCREWS
>HER r1 � E VENT �
.� ONE 2 DIA.. FUTU T REQ D
MAIN VENT AND WATER CLOSET
AND MUST BE TAGGED & PLUGGED.
MAIN VENT MUST EXTEND ZABOVE ROOF MIN.
2.) THIS VENT CONNECT TO 3" MAIN 5. ALL WET VENTS SHALL BE 2" MIN.
2N SANI-TEE VENT WITH 3xx1 1/2" TEE
6.) ALL WATER CLOSETS SHALL HAVE A MIN. 2" VENT.
.)ANTI -SCALD DEVICES MUST BE 7 WATERSENSE PLUMBING FIXTURES ARE REQUIRED
"DIA. INSTALLED ON ALL TUBS & SHOWERS IN ALL MODULAR SYSTEMS (REDUCED FLOW FIXTURES
PER
STATE BODE. L/ VA UHM, 6HOWER-2.O(3PIVI, SINK -2.2 OPM, W/C-1.3 GAL/FLUSH
.) FIRESTOPPING PROVIDED AROUND ALL
VENTS, PIPES, DUCTS, CHIMNEY'S ARID
FIREPLACES ATCEILING/FLOOR LEVELS
'I
wgj 1/1-7/2
•
4 -XVII-Dw(ji 10 Fuvpc%3
lb
Will
n9
syst-ems
CHAMPION MODULAR, INC.
451 SOUTHERN AVE. STRATTANVILLE, PA 16258
THESE DRAWINGS HAVE BEEN EXTRACTED
FROM AND CONFORM TO PREVIOUS
APPROVED BUILDING SYSTEIJ DRAWINGS
DATE: Jan. 17, 19
ENGINEERING MANAGER
ENGINEER'S f ARCHITECT'S SEAL
,\\A OF M
f1 ,
V1
--i
63
O I�1p,j
SCONNO.
APPROVER'S SEAL
TITLE:
TYPICAL
PLUMBING
MODEL:
Q-28135
28x46 2 -STORY
DATE:01-1719
SCALE: NTS
DRAWN BY: MATT
CHECKED BY:
BUILDER. GENTILE CONSTRUCTION
CUSTOMER: GOODWELL
STATE: MA
WIND: 140 MPH
ROOF: 9/12 @ 16" O.C. 60 PSF
FLOOR: 9 3/8" OPEN JOIST @ 16" O.C.
FILENAME: Q-28135
SHEET NO.:
TP -101
PAGE:
PROPRIETARY AND CONFIDENTIAL
THESE DRAWINGS AND SPECIFICATIONS ARE ORIGINAL,
PROPRIETARY AND CONFIDENTIAL MATERIA S OF CHAMPION.
COPYRIGHT o 1976.2019 BY CHAMPION
B76702 • 161, 06ce
(28-26^9M)
I
3. 1--a IT
_cc _ „.1
!a 1]'Yi 7.*.414.
7 IF
Tc, z_In 'CC%1'=C'Ijc*ti 0;7A$:
2x10 bo'tcrn" chord fi 2x1O bottom chordLu
112"or 518" GYP. DBL 2x4 TOP PLATE
R-80-F.G.-INSU R-38-F.G.-INSU
1/2" GYP. %v/VAPOR BARRIER w,(VAPOR BARRIER
2x6 SPF#2 TOP PLATE
2x0 SPF4{2 16"o.c.
2x4 SPF#2 16"o.c.
112" GYP 1-" O.S.B. OR PLYWOOD '
R-21 F.G. INSUL. 2x4 BOTTOM PLATE
w/VAPOR BARRIER 19132 or 23132 O.S.B. or PLYWOOD
DBL. 2x10
2x6 SPFt2 ;-- 2Y6 SPFV2
2x12 5PF�2 w x
DBL 2x4 TOP PLATE 1 J2" or 518" GYP.
1./2 GYP. 9 318 TRUSS 16" O.C.
2x6 SPFr2 TOP PLATE A2xE
i
SCALE: NTS
DRAWN BY: MATT
CHECKED BY:
C
OPER
BUILDING WRAP
2x4 SPF#2 16"o.c.
%MND: 140 MPH
ROOF: 9/12 c@ 16" O.C. 60 PSF
-
FILENAME: 4-28135
ASTMD226
PAGE:
>-
'VINYL SIDING, T1-11,
112" GYP '" O.S.B. OR PLYWOOD
p
CEDAR LAP or BRICK BY
OTHERS
R-21 F.G. INSUL.
4(T
-L" O.S.B or PLYWOOD
vi VAPOR BARRIER 2x4 BOTTOM PLATE
1932 or 23132 O.S.B. or PLYWOOD
u�
p
2xG BOTTOM PLATE
R-25 F.G. INSUL.
s
12'-2"
w/VAPOR BARRIER
•ac•t-p'w^- If Gs 1'4?:ks Tez
d qe.r: `04!4
2x5 collar tfe
E74,'
1`.'C ER 5-' -D
SILL PLATE
FOUNDATION DESIGN 8
13'-0'"
15r
K°:;_E':'.'k 4 TO TCO C-CqZ e,�SSFT C?A!_
ANCHOR BOLT
BY OTHERS ; —COLUMNS
`h
c
CONCRETE FLOOR BY OTHERS
SEE FOUNDATION PLAN FOR SPACING
�yCfi
26'- 1 0..
1
�
Y
A"TR!:- %" 9 'CY 44
Lr
24(14 in) 24 "min, )
SSS
rq
C C1J A rc
TL
VA1,.E A .•:�.
GE VIA -L
IT
2x10 bo'tcrn" chord fi 2x1O bottom chordLu
112"or 518" GYP. DBL 2x4 TOP PLATE
R-80-F.G.-INSU R-38-F.G.-INSU
1/2" GYP. %v/VAPOR BARRIER w,(VAPOR BARRIER
2x6 SPF#2 TOP PLATE
2x0 SPF4{2 16"o.c.
2x4 SPF#2 16"o.c.
112" GYP 1-" O.S.B. OR PLYWOOD '
R-21 F.G. INSUL. 2x4 BOTTOM PLATE
w/VAPOR BARRIER 19132 or 23132 O.S.B. or PLYWOOD
DBL. 2x10
2x6 SPFt2 ;-- 2Y6 SPFV2
2x12 5PF�2 w x
DBL 2x4 TOP PLATE 1 J2" or 518" GYP.
1./2 GYP. 9 318 TRUSS 16" O.C.
%17s";
FQ'R�SS
I"
2ND. FL. PERIMETER INSUL.
co
N L4 rd
//tic
h12111.kexp."I
In
t
RELEASE
1'b u1i 10
l rn 9
sys- tems
CHAMPION MODULAR, INC.
451 SOUTHERN AVE. STRATTANVILLE, PA 16258
THESE DRAVANGS HAVE BEEN EXTRACTED
FROM AND CONFORM TO PREVIOUS
APPROVED BUILDING SYSTEM DRAWINGS
DATE Feb. 5, 19
ENGINEERING M
ENGINES
` KEVIN M.
FINN u7
CIVIL M
0 No. 39636 jjj � 60
Q18T
OM
APPROVER'S SEAL
FS Corporation
r0ort east Ilegion
APPROVED
H Raup -
2/6/19
Approval limited to
Factory Built Portion
MODIFICATIONS
TITLE:
CROSS
SECTION
2x6 SPFr2 TOP PLATE A2xE
SPF2 16"o,c.
SCALE: NTS
DRAWN BY: MATT
CHECKED BY:
C
OPER
BUILDING WRAP
2x4 SPF#2 16"o.c.
%MND: 140 MPH
ROOF: 9/12 c@ 16" O.C. 60 PSF
-
FILENAME: 4-28135
ASTMD226
PAGE:
>-
'VINYL SIDING, T1-11,
112" GYP '" O.S.B. OR PLYWOOD
p
CEDAR LAP or BRICK BY
OTHERS
R-21 F.G. INSUL.
-L" O.S.B or PLYWOOD
vi VAPOR BARRIER 2x4 BOTTOM PLATE
1932 or 23132 O.S.B. or PLYWOOD
u�
p
2xG BOTTOM PLATE
R-25 F.G. INSUL.
12'-2"
w/VAPOR BARRIER
SILL PLATE
FOUNDATION DESIGN 8
13'-0'"
I ,.
CONSTRUCTION 9 3:8 TRUSS 16O.C.
ANCHOR BOLT
BY OTHERS ; —COLUMNS
OR PIERS BY OTHERS
CONCRETE FLOOR BY OTHERS
SEE FOUNDATION PLAN FOR SPACING
26'- 1 0..
1
%17s";
FQ'R�SS
I"
2ND. FL. PERIMETER INSUL.
co
N L4 rd
//tic
h12111.kexp."I
In
t
RELEASE
1'b u1i 10
l rn 9
sys- tems
CHAMPION MODULAR, INC.
451 SOUTHERN AVE. STRATTANVILLE, PA 16258
THESE DRAVANGS HAVE BEEN EXTRACTED
FROM AND CONFORM TO PREVIOUS
APPROVED BUILDING SYSTEM DRAWINGS
DATE Feb. 5, 19
ENGINEERING M
ENGINES
` KEVIN M.
FINN u7
CIVIL M
0 No. 39636 jjj � 60
Q18T
OM
APPROVER'S SEAL
FS Corporation
r0ort east Ilegion
APPROVED
H Raup -
2/6/19
Approval limited to
Factory Built Portion
MODIFICATIONS
TITLE:
CROSS
SECTION
MODEL:
Q-28135
28x46 2 -STORY
DATE: 02-05-19
SCALE: NTS
DRAWN BY: MATT
CHECKED BY:
BUILDER: GENTILE CONSTRUCTION
CUSTOMER: GOODWELL
STATE: MA
%MND: 140 MPH
ROOF: 9/12 c@ 16" O.C. 60 PSF
FLOOR: 9 3/8" OPEN JOIST @ 16" O.C.
FILENAME: 4-28135
SHEET NO.:
AS - 1
PAGE:
PROPRIETARY AND CONFIDENTIAL
THESE DRAININGS AND SPECIFICATIO14S ARE OR131NAL,
PROPRIETARY AND CONFIDENT[AL MATERIALS OF CHAMPION,
COPYRIGHT c' 197,6-201C, BY CHAMPION
I
i
r
UPLIFT CONNECTIONS EXT WALL:
IIPI IFT ri)NNI7rTI()Nq 11ATF WAII.
1stStort Gearing Earsdtn 1st
7156.' 0r -Mi '..Y Vii.,
line–A
3 2A G'f
f in 0 c
1st Storj
2 rows o' 0-131'72.5' F.allS
(5 ea:t End of SIU3p) _
LSTA18 St1tAPS
5243 I5
4E in b.t.
t
and (30,1 _ d sirVers, lo:al l
t o^e_H
4-V Glf
4 in ox.
Ceifng Bard ie
Girder Coniedir,n
�0513 0.131'32.5-r�lr
aSri*
(5 zaci end of s,1r3p)
I sl Story 'll
Shear
Stud
field nelmg1,flT--ricri
t
Connection
_._m
711[x` OSB,P_Y ENE-13Pline_1
'7 If- 0513 w 0.13 1'72.5` mi
327 0
6 in ox
FRtaU tU
5!1105 TO O9L.
2 rows a' 6.131'x2.5' Nails
1.5in from corner
O.C.
_'€, Pi!
7116' OS6
7158' OSB,PLY O.errar floor
Iine_A
31= Flf
6 ir. c .c
2 ccncrer ta. e
1in
rt^t joist m°n 3`
16' OSB tr 4131' '.1 risill
0.131- x 3 0- f lails l:aed
" 116e
andd(30,1$+: SinF e.s. locale
1st Stogy :":all
331 plt
line_B
209 G't
6 it G c
Stod Ic Floor
01 31i x 2-1r2in nails
12' o t field fastel7ng
1sCEf 'tt'tll•1'�" a
1 0SBr.-.`01;1%2-.5'rails
Hand
-
292 Fl 3" a C par -1 12' o c
3685 Ib
STT113, 4F� 1
Connei"jon
Use � rowsoif35ter.ers
l rte_1 ars a
0 pit
61n o c
Ift Stat' t1 a:t •linea
$'jng ti'�uorrE @`�yi tf panel
04ltCCTO rRW Ftk
c.t, M!1 e3cr- tit .2 t>.e:
LVL. FLOOR
FITS?t3tC3
line -2
474 3''t
4 in cc,
7116.' On! ! -1 LY o°d&rt3a nil!
1 P.e ,A
315 plf
3 in a c.
1 5i trCni comer
Plate 1.s*
Fo+.rndaon - line -4
line
209 pit
$ it a C,
Floor Hand to
STHD14RJ
-0
JOI 7 (2.528(]
Sill Plate
0,131 in x 2-11?in n2`;s
FOR 2.528 Mntz
111CA%L
Correction
WALL STUD
rine-1 & 4
0 t:'i
3 in e.c.
Use 1 ra'.'? of f35tfri$C5
along ob"o rt ede of Panel
I�Z_
«r
i
line_2
474 pit
3 it a.c,
IIPI IFT ri)NNI7rTI()Nq 11ATF WAII.
1stStort Gearing Earsdtn 1st
WINDOW GUARDS ON-SITE PER R612.2 IF:
-WINDOW SILL CINDER 24" ABOVE FINISHED
FLOOR AND
-WINDOW OPENING MORE THAN 72" ABOVE,
FINISHED GRADE.
5umeson Strong -TIP I.ST02
ttt` 0.14t'in2,5fn "IJ3tl
dory Matt Stud Connection
74 pit
-
(5 ea:t End of SIU3p) _
LSTA18 St1tAPS
5243 I5
4E in b.t.
t
and (30,1 _ d sirVers, lo:al l
15t Story t":3t1 S',ud to Floor
74 p
Simpson SNng-Tie LST1',f2
tlpt 0.148'x25' nails
Girder Coniedir,n
�0513 0.131'32.5-r�lr
aSri*
(5 zaci end of s,1r3p)
3rf pL ; n c c Fsr!t, el & 12" pit.
Shear
48 in o.c.
field nelmg1,flT--ricri
t
' WHrAR WAI I SPECS,
15t St:n 51• ,, - �
-j
WINDOW GUARDS ON-SITE PER R612.2 IF:
-WINDOW SILL CINDER 24" ABOVE FINISHED
FLOOR AND
-WINDOW OPENING MORE THAN 72" ABOVE,
FINISHED GRADE.
a. 16' 0713 %V-0131,12
fl. lld ROOF,
-
.,, Pi°
art, -t' c c `2n=1 tap; & 12" or
1?~ in rain tonaete ca°:er
LSTA18 St1tAPS
5243 I5
n»13 c :.tin€ (-'t!rier)
t
and (30,1 _ d sirVers, lo:al l
S rc •!3
3,65#
STHD' RJ
1.51n torn comer
1strT::tCti3l1-Li-,
�0513 0.131'32.5-r�lr
aSri*
-'
3rf pL ; n c c Fsr!t, el & 12" pit.
Shear
cit�Tpson f;troryg_Tp
field nelmg1,flT--ricri
t
2'-9 118`
— 1
Id
'7 If- 0513 w 0.13 1'72.5` mi
a"d 120)15 d s1r}:ern, cote
I x: Sten• WD - line A
FRtaU tU
5!1105 TO O9L.
GRDM PRrJrlPE
� rROW iLR.
1.5in from corner
O.C.
_'€, Pi!
7116' OS6
t:r11 r�'li.re (fxtericr)
Foundation - line_A
F:dan•e3
S m pson Strang -Tin
2 ccncrer ta. e
1in
l Rr Ston• tl'al ` t;n* H
16' OSB tr 4131' '.1 risill
0.131- x 3 0- f lails l:aed
" 116e
andd(30,1$+: SinF e.s. locale
'erg pl: a `• c c r=r:�l -3,e t L2" o le
331 plt
STHQ14RJ
fia13 rkWnr (!vteriCri
Ist Slor), LI0c r'e to
[►r , +s
@ 3 in CC
12' o t field fastel7ng
1sCEf 'tt'tll•1'�" a
1 0SBr.-.`01;1%2-.5'rails
Sinipson Strong -Tie
-
292 Fl 3" a C par -1 12' o c
3685 Ib
STT113, 4F� 1
and (20)16d slri ers, loom:.
w%(2} 0.131'1!3' 1WES
rri-
ix)
i.5in from corner
Ift Stat' t1 a:t •linea
05B r. 0.131'x:.3 se=a's
04ltCCTO rRW Ftk
c.t, M!1 e3cr- tit .2 t>.e:
LVL. FLOOR
FITS?t3tC3
fi-I3 uitim, (-rt;ries)
LVL FLOOR
IIOVERTURNING CONNECTIONS:
1St Stork t.todule tc
WINDOW GUARDS ON-SITE PER R612.2 IF:
-WINDOW SILL CINDER 24" ABOVE FINISHED
FLOOR AND
-WINDOW OPENING MORE THAN 72" ABOVE,
FINISHED GRADE.
FROiit OBI.. LY.t- FLOOR
fl. lld ROOF,
Fourda.icn - line -1
X82 FII
292 plf
Simpson Strong -Tie
1?~ in rain tonaete ca°:er
LSTA18 St1tAPS
5243 I5
III
t
and (30,1 _ d sirVers, lo:al l
Roof Sheathlng
3,65#
STHD' RJ
1.51n torn comer
1st Stor t.!odute t!}
TOP CHORD TO
aSri*
NA
Foundation - lineal
Shear
cit�Tpson f;troryg_Tp
ire In !.Tin Gonaete cover
2'-9 118`
— 1
Id
STHD'Ft1
a"d 120)15 d s1r}:ern, cote
FRtaU tU
5!1105 TO O9L.
GRDM PRrJrlPE
� rROW iLR.
1.5in from corner
1>t Story f,!odu'e to
_'€, Pi!
7116' OS6
Vex panel ecge nailing
Foundation - line_A
Sat'on
S m pson Strang -Tin
2 ccncrer ta. e
1in
r�
'
63r? 6.o
0.131- x 3 0- f lails l:aed
" 116e
andd(30,1$+: SinF e.s. locale
Floor Shaath`t4g
331 plt
STHQ14RJ
1.5in from comer
Ist Slor), LI0c r'e to
5`JQa�
@ 3 in CC
12' o t field fastel7ng
rota'adation-iine_0
Sinipson Strong -Tie
112 in min concrete co.e.2
1st ;,'li,ry IQ 5i 1 PIJ31e
3685 Ib
STT113, 4F� 1
and (20)16d slri ers, loom:.
w%(2} 0.131'1!3' 1WES
ix)
i.5in from corner
1stStory I:lodule to
04ltCCTO rRW Ftk
Fowida5on-line_3
LVL. FLOOR
Simpson Strang -Tie
1'2 in min concrete cover
LVL FLOOR
1528 tbSTNI'}14R1
and (301016d s.nkern, locate
an" rt
1Tit1SS TOP CIIDRD TO
1 5i trCni comer
1st Story 11odule to
Fo+.rndaon - line -4
Strong -Tie
1•'2 in min coecrete cover
2197 to
2,971D
STHD14RJ
and (30) 767 s rTl;ers. IocatE
JOI 7 (2.528(]
I
1 5In from tamer
IISHEATHING CONNECTIONS:
C:\[ rs
ascus p--pUata
REVISION 2
LINEA
46-0"
14'.ct 118" i6'-8 1!4" 3'-11 112
Lstxle SIMPSON SIMPSON SIMPSON
SIMPSON SIMPSON
STH014RJ' F1 Jit x[411. STHD14RJ STHD14RJ STHD14RJ STH014RJ
Srua TD FLOOR am 2,528 2,528# 1 +578 3,7311
5,343# [
- — _ _ _ _ n i lit SarStltK Fill 10-2
LINE A
1���� •I i iR�1 taE�q.. L'V.1.
71ALUM1'8O!iLY F/15TF31 151 II I ILQm MST TQ III r -_�_- ---__---__oma • . i - \r_
4— _.
_U0
a FOR SITE M411- STUD Ti} D ( u 1 al SIDE'X�41. Ft L tv'`lt Q nl I 1
SOAYER TUP WALL C011lir~1 •/(2) -'---1 SIMPSON
POWS OF v a' O.C.
PER MD14RJ
1 II
RN StA r it (3) MPSON
tSrA18 STRAr''So
FttDil >� ' + Ta��. , 0
,
w fat a,
1 t�7 I i L.VL rLD(>fi __--__r-_----T----
1 r *' 1 •_ — —1 ( JOlST t�2S{} ' � 1 1 1 1�tY
i Ir-� r I iIII i I 1 i r
1 I 1 1 III 1
r
� tit I r
a 5 w r 1 II `` III .___
. 3 I p l
2 Z C+ `�,' I ( 11 t5Tx1 5Tft t Sir Irl
o �L=w.r I q
1 0 �, x > U, I r IILLI FRN 1K,�LL t57A1& 5TFJPS {til
C. r i snAxs ro C) I F>alr IxALL III, r a t
1 J tiLV_L STUDS TO I>ar. air LIJ r n r
I I(Z52} ' L.YL FLOOR r 1
----- Q III 71
ii JOIST �Kwon �
O
W:
I-1 1
ra cn- d tr<+ITTI_P1r n NV ISI r__ z �'
00
SiMPSON
STHD14RJ
2,197#
r
TOGEi M ON-s)Tl J J ry SIMPSON
SPAPMR LtATEI.lNE WWI 1/2` THRU STHD14RJ SUM" RJstio-2 {3} i (3) s>�+ � 11► - FA5101 IST SiN %I.DE -
IDXTS a W O.C. OR
3/8'x • = o 32- O.C.
SLIDING CONNECTIONS:
5.3431
WINDOW GUARDS ON-SITE PER R612.2 IF:
-WINDOW SILL CINDER 24" ABOVE FINISHED
FLOOR AND
-WINDOW OPENING MORE THAN 72" ABOVE,
FINISHED GRADE.
FROiit OBI.. LY.t- FLOOR
fl. lld ROOF,
1
X82 FII
292 plf
SIMPSON
6.131-x2.5'n ars a: 6.E` o c Fane'
LSTA18 St1tAPS
JO ST TD WEuNE FIR
III
erge ri _ and 12' o c. fie'd
Roof Sheathlng
3,65#
lits'OSB(Unblocked)
Wng
OVERHA1IGS
TOP CHORD TO
aSri*
NA
Plale to St,1Cs
Shear
W-1 1!2'
i- I
J" TO WATELK FLR
Wom PRiri+tOE
2'-9 118`
— 1
i
FROU' `r KI
G in ox. edge R feld
FRtaU tU
5!1105 TO O9L.
GRDM PRrJrlPE
� rROW iLR.
O.t3172.F' nails 3t
t.":alt ShCatr; ng
_'€, Pi!
7116' OS6
Vex panel ecge nailing
!Ion Shear Wall
Sat'on
G101 WALL SND
and 12' o t field nailing
r�
'
241 Flf
0.131- x 3 0- f lails l:aed
0.131-x2 5' nails at 6' o c_
Floor Shaath`t4g
331 plt
516in OSB (Unblocked)
p3ne'. edgefas!nnlrg and
i
5`JQa�
@ 3 in CC
12' o t field fastel7ng
C:\[ rs
ascus p--pUata
REVISION 2
LINEA
46-0"
14'.ct 118" i6'-8 1!4" 3'-11 112
Lstxle SIMPSON SIMPSON SIMPSON
SIMPSON SIMPSON
STH014RJ' F1 Jit x[411. STHD14RJ STHD14RJ STHD14RJ STH014RJ
Srua TD FLOOR am 2,528 2,528# 1 +578 3,7311
5,343# [
- — _ _ _ _ n i lit SarStltK Fill 10-2
LINE A
1���� •I i iR�1 taE�q.. L'V.1.
71ALUM1'8O!iLY F/15TF31 151 II I ILQm MST TQ III r -_�_- ---__---__oma • . i - \r_
4— _.
_U0
a FOR SITE M411- STUD Ti} D ( u 1 al SIDE'X�41. Ft L tv'`lt Q nl I 1
SOAYER TUP WALL C011lir~1 •/(2) -'---1 SIMPSON
POWS OF v a' O.C.
PER MD14RJ
1 II
RN StA r it (3) MPSON
tSrA18 STRAr''So
FttDil >� ' + Ta��. , 0
,
w fat a,
1 t�7 I i L.VL rLD(>fi __--__r-_----T----
1 r *' 1 •_ — —1 ( JOlST t�2S{} ' � 1 1 1 1�tY
i Ir-� r I iIII i I 1 i r
1 I 1 1 III 1
r
� tit I r
a 5 w r 1 II `` III .___
. 3 I p l
2 Z C+ `�,' I ( 11 t5Tx1 5Tft t Sir Irl
o �L=w.r I q
1 0 �, x > U, I r IILLI FRN 1K,�LL t57A1& 5TFJPS {til
C. r i snAxs ro C) I F>alr IxALL III, r a t
1 J tiLV_L STUDS TO I>ar. air LIJ r n r
I I(Z52} ' L.YL FLOOR r 1
----- Q III 71
ii JOIST �Kwon �
O
W:
I-1 1
ra cn- d tr<+ITTI_P1r n NV ISI r__ z �'
00
SiMPSON
STHD14RJ
2,197#
r
TOGEi M ON-s)Tl J J ry SIMPSON
SPAPMR LtATEI.lNE WWI 1/2` THRU STHD14RJ SUM" RJstio-2 {3} i (3) s>�+ � 11► - FA5101 IST SiN %I.DE -
IDXTS a W O.C. OR
3/8'x • = o 32- O.C.
SLIDING CONNECTIONS:
5.3431
WINDOW GUARDS ON-SITE PER R612.2 IF:
-WINDOW SILL CINDER 24" ABOVE FINISHED
FLOOR AND
-WINDOW OPENING MORE THAN 72" ABOVE,
FINISHED GRADE.
FROiit OBI.. LY.t- FLOOR
rt." JOIST TO
soom nx fit
-
Jit (2,52;!7}
_
SIMPSON SIMPSO'1 SIMPSON SI�IPSON to sittogSIMPSON SIMPSON
STHD14RJ STHD14RJ STM014RJ STHD14RJ WU STHD14RJ STH014RJ
LSTAI8 STR.J4F'S
SIMPSON
I
LSTA18 St1tAPS
JO ST TD WEuNE FIR
III
FRW
2,5281 2,5281 3,685] TD FLOM 3,6851
3,6}85#
3,65#
013„x 3.0' f tails in End -
SHEET NO.;
W__ - 10 1
Top P:a:e to Studs b Elcttorn
TOP CHORD TO
aSri*
NA
Plale to St,1Cs
W-1 1!2'
i- I
J" TO WATELK FLR
Wom PRiri+tOE
2'-9 118`
— 1
i
FROU' `r KI
0.131' x 3.0 1.3+15
FRtaU tU
5!1105 TO O9L.
GRDM PRrJrlPE
� rROW iLR.
J
111 g � o
SIZAE STORY
106 pit
13ouwle 200 Ferfmctet Rat(
Ilk
G101 WALL SND
t.i31- x C' lJa�
r�
'
0.131- x 3 0- f lails l:aed
1 Ceiling Jolst to End.watl Top
331 plt
STUDS TO GBL
Plat?
,
@ 3 in CC
FASTEN IST
1st ;,'li,ry IQ 5i 1 PIJ31e
814 plt
8 In OO
(12) 0.131in x i 't2ir rafts
w%(2} 0.131'1!3' 1WES
ix)
04ltCCTO rRW Ftk
15' Story to Sill P13te
LVL. FLOOR
I, in 0C
tN4
LVL FLOOR
C6MR TD FOUNail tnf#
an" rt
1Tit1SS TOP CIIDRD TO
CROUt TO FDt ATtIM
I
JOI 7 (2.528(]
I
jW {2A
FOR 2.528 Mntz
111CA%L
WALL STUD
I�Z_
«r
i
w
i
1"h+Vr.S
SIMPSON
STHD14RJ
5,343#
r IIII
T SIMPSON
to_.! i nl STHD14RJ
8'-0" 2,197
I I III
---- LINE B
i _ I iII
(1) shrsm
ill { tit MAI SMAPS11111111111112= �I IiI
LSTA16 ZIM." FROM x►11 111 91Z°SON HMM-2 2
9
SKFSOR Ifi,5210-2 III � ,1� TO o FWOR JW TO III
FIRM DBL LV -L
M�� � �- LYL
r n t L L FLOOR JOtS1 (2,528! . i, 9QE >: L F t R i;flt an
Roof to %'M PIa'e
WINDOW GUARDS ON-SITE PER R612.2 IF:
-WINDOW SILL CINDER 24" ABOVE FINISHED
FLOOR AND
-WINDOW OPENING MORE THAN 72" ABOVE,
FINISHED GRADE.
SIMPSON
rt." JOIST TO
soom nx fit
-
Jit (2,52;!7}
_
SIMPSON SIMPSO'1 SIMPSON SI�IPSON to sittogSIMPSON SIMPSON
STHD14RJ STHD14RJ STM014RJ STHD14RJ WU STHD14RJ STH014RJ
SIIJPSON
STH014RJ
SIMPSON
STHD14RJ
5,343#
STHD14RJ
3,
SIMPSON
STHDi4RJ
3,685]
FRW
2,5281 2,5281 3,685] TD FLOM 3,6851
3,6}85#
3,65#
013„x 3.0' f tails in End -
SHEET NO.;
W__ - 10 1
Top P:a:e to Studs b Elcttorn
141 Ib
aSri*
NA
Plale to St,1Cs
W-1 1!2'
i- I
I 3,61851
2'-9 118`
— 1
6_4 38-
46 -0 -
4,-1 3,4.,
0.131' x 3.0 1.3+15
Roof to %'M PIa'e
WINDOW GUARDS ON-SITE PER R612.2 IF:
-WINDOW SILL CINDER 24" ABOVE FINISHED
FLOOR AND
-WINDOW OPENING MORE THAN 72" ABOVE,
FINISHED GRADE.
131'x 3' Menai}s.
2
DATE:01-17-10
141 t5
Splices
CHECKED BY:
Conneej:ir.
15792115
STATE: MA
WIND: 140 MPH
Endd,+a115
FLOOR: 9 318" OPEN JOIST @ 16" O.C.
013„x 3.0' f tails in End -
SHEET NO.;
W__ - 10 1
Top P:a:e to Studs b Elcttorn
141 Ib
Grain.
NA
Plale to St,1Cs
Double 2x12 Top Plate - V.1th
Stagger 2 rows of
2 per stub
0.131' x 3.0 1.3+15
3046 J�
0.131' x 3 0” flails
Bottom Platin to Floor
106 pit
13ouwle 200 Ferfmctet Rat(
Ilk
14 in Cc
t.i31- x C' lJa�
T-uss Egltorn Chord or
0.131- x 3 0- f lails l:aed
1 Ceiling Jolst to End.watl Top
331 plt
Plat?
@ 3 in CC
Simpson Strring-Tio t_TI34
1st ;,'li,ry IQ 5i 1 PIJ31e
814 plt
8 In OO
(12) 0.131in x i 't2ir rafts
Cornection - line -1. 2 ?; d
0 131-x T leena{'s.
15' Story to Sill P13te
132 Of
I, in 0C
tN4
Conn± tion - line_A R line -8
oca icroson
LiNE B
I
TOP PLATE SPLICE UMITATIONS:
Minimum solice'IaD when sMices are a'lo%►ved = 4 ft
1st Flcor
WINDOW GUARDS ON-SITE PER R612.2 IF:
-WINDOW SILL CINDER 24" ABOVE FINISHED
FLOOR AND
-WINDOW OPENING MORE THAN 72" ABOVE,
FINISHED GRADE.
Dcubie 20 Tap Pl i'e - Ila
MODEL: ,
Q-28135
28x46 2 -STORY
DATE:01-17-10
SCALE: NTS
Splices
CHECKED BY:
BUILDER: GENTILE CONSTRUCTION
15792115
STATE: MA
WIND: 140 MPH
Endd,+a115
FLOOR: 9 318" OPEN JOIST @ 16" O.C.
Douve 2x10 Perimeter Pai(
SHEET NO.;
W__ - 10 1
PAGE:
110 Splices
1st Floor
Double 2x12 Top Plate - V.1th
Stagger 2 rows of
.;p(treS 19
0.131' x 3.0 1.3+15
3046 J�
SidF',a'211s
13ouwle 200 Ferfmctet Rat(
Sla�-c!r 7 rr::s of
(3 $ IR 4G
,F•
Ill S .!icer &
t.i31- x C' lJa�
BUILT UP COLUMN CONNECTIONS:
Connection made with 0.131" x 3.0" Nails
Required Spacing for two rows staggered 3 in ox.
tinctows\ii\Aetcacne\conteritauutioo
b U V11 rt/in 9
systems
CHAMPION MODULAR, INC.
451 SOUTHERN AVE. STRATTANVILLE, PA 16258
THESE DRAWINGS HAVE BEEN EXTRACTED
FROM AND CONFORM TO PREVIOUS
APPROVED BUILDING SYSTEIl DRAWINGS
BATE: Jan. 17, 15
ENGINEERING MANAGER
ENGINEER'S / ARCHITECT E�AL
4s, fa AAj(1jrNll
E:V
' o - N r
.Irjr —'1
40 w r10. 3
0 4
APPROVER'S SEAL
N40DiFICATIONS
WINDOW GUARDS ON-SITE PER R612.2 IF:
-WINDOW SILL CINDER 24" ABOVE FINISHED
FLOOR AND
-WINDOW OPENING MORE THAN 72" ABOVE,
FINISHED GRADE.
TiTLE:
1 ST F
SHEARWALL P
MODEL: ,
Q-28135
28x46 2 -STORY
DATE:01-17-10
SCALE: NTS
DRAWN BY: MATT
CHECKED BY:
BUILDER: GENTILE CONSTRUCTION
CUSTOMER: GOODWELL
b U V11 rt/in 9
systems
CHAMPION MODULAR, INC.
451 SOUTHERN AVE. STRATTANVILLE, PA 16258
THESE DRAWINGS HAVE BEEN EXTRACTED
FROM AND CONFORM TO PREVIOUS
APPROVED BUILDING SYSTEIl DRAWINGS
BATE: Jan. 17, 15
ENGINEERING MANAGER
ENGINEER'S / ARCHITECT E�AL
4s, fa AAj(1jrNll
E:V
' o - N r
.Irjr —'1
40 w r10. 3
0 4
APPROVER'S SEAL
N40DiFICATIONS
WINDOW GUARDS ON-SITE PER R612.2 IF:
-WINDOW SILL CINDER 24" ABOVE FINISHED
FLOOR AND
-WINDOW OPENING MORE THAN 72" ABOVE,
FINISHED GRADE.
TiTLE:
1 ST F
SHEARWALL P
MODEL: ,
Q-28135
28x46 2 -STORY
DATE:01-17-10
SCALE: NTS
DRAWN BY: MATT
CHECKED BY:
BUILDER: GENTILE CONSTRUCTION
CUSTOMER: GOODWELL
STATE: MA
WIND: 140 MPH
ROOF: 9112 @ 16" O.C. 60 PSF
FLOOR: 9 318" OPEN JOIST @ 16" O.C.
FILENAME: CH270-028185 01-16-19 DAK
SHEET NO.;
W__ - 10 1
PAGE:
PROPRIETARY AND CONFIDENTIAL.
THESE DRAWINGS AhD SPECIFICATIONS ARE ORiGINAL,
PROPRIETARY A14D CONFIDENTIAL t.t.ATERIALS OF CHM,MON.
COPYR GHT c 1976-20,9 BY CHAMPION
1
d g
,
UPLIFT CONNECTIONS EXT WALL:
RoDTTruss to 2rd Stor; .Vali
133 pR, H
Sirnrson Strenq-Tie LITS 20
(7) 0.14?in) 1 Sin nails In
Stile Connection
3554 F ff
o.c P=n' av-� 12" e C.
1rL'ss and (7)
0.1311`x2 �-nals ate- cc cane!
1R�? ib
16 in o c
rzis in w3l. stud
i
'553 szcn R'a11-tin± ,
7f16'OSE:T0'averi3p
IIre_A
354 ril
6 in D.C.
(55 each ene0strap)
2 ritt.� c•! 0.134-x2.6' ttall5
2nd Story Floor Pond t5 1st
1r7E t:
2nd S`:ari :`1311
(12) 0.1140,iny2.Sin r.a Is
Story Ceiling Eand
147 F1l
?I6'OSE w C -131'x`„5'55'113
S!idto2n�;
Conn ctlon (One Side Onli)
linfr_B
•#`{ pit
a in D.c.
pe::CS
St*.Try Floor
pard
7116' CgBiVLY overlap
llr., _1
327 pit
6 in o_c_
Connection
-
2 •g r
.S' c.c. F3:I arra ]'_' c.t_
'e- crrr3
2 rctiss Of 0.131x7,5' hla'ls
fold n n, ar(e ,•_;ier)
(22) 10.j nai!S ca s.y`ap
0131`x 3-toPnailis.
lire_2
'?37 p"f
6 in o_c_
3 in OC
7,15` OMPLY overrap
lire -A
324 pit
6 in o c
2 roris 00,131`x2.5- Hails
0.131'x 3' toe's ails.
2nr; 5tary 11155551
Connection - line r.& tine E
Earidta 1st
G t in OC
line_B
4�.0 pit
4 in a.c_
S:oryCewn g
Band
71111' OSDf'LY overlap
lire_1
327 pit
r in o_c.
Co"inectiOn
2 rc'•tis of 0 131-x2.5" clans
I UPLIFT CONNECTIONS MATE WALL
�Ro)fTruss t4 2rir; S!o y t;'all
133 pR, H
S!mpson trcng-� fe LS-Al2
(10) 6.1.48-x2.5na s
Sued L'OrnLwit}n
14115
o.c P=n' av-� 12" e C.
(5 e:�� [1d Of 51-,50
y
0.1311`x2 �-nals ate- cc cane!
1R�? ib
@ 4e in o.r-
122, 10d nails r 2 st*ap
i
'553 szcn R'a11-tin± ,
1.31 Iti
2nd Story 1"'a1l Stuc to 2nd I , 4 Simpson Shang -Tie LSTAt2
• 7(14�
pit
� t � r
C.1,Bi ,x?,. fn riais
5'aryFirnrPand ConnecSion
(55 each ene0strap)
ISInoc.
2nd Story Floor Pond t5 1st
1r7E t:
Simpson Strong -Tie LST if
(12) 0.1140,iny2.Sin r.a Is
Story Ceiling Eand
147 F1l
?I6'OSE w C -131'x`„5'55'113
Conn ctlon (One Side Onli)
216 PL -F
48 1n O.0
(r; each end of-Irar)
SHEAR WALL SPECS:
2r.3Stti"rVWan -t•n♦ t
1 114' x 20 ga steel Strap %V1(7) 3.131x2.5' nails each end & (3)
7:VOSl3w 011' 0,5'r.7it3
0.131'x3 0' na;is toed
Starr`Vodute-line-1
14115
o.c P=n' av-� 12" e C.
2
0.1311`x2 �-nals ate- cc cane!
1R�? ib
AP1,1 icrl
122, 10d nails r 2 st*ap
i
'553 szcn R'a11-tin± ,
1.31 Iti
7 -5' OSB w 0.131'.ZX r:ih
NA
"
',i pit
8 F` r.r. par t-wsi & t-" c.c
6 in o.c_ edee & r'eld
1r7E t:
it=td !2 :int
�
(221 104 550113 Ea s` ap
'rd St owWall - tint A
Wall Sheat`ffng
?I6'OSE w C -131'x`„5'55'113
- -
216 PL -F
F::' c c. F�n�t : �= C 12" c.c,
r14
pe::CS
1074 lb
fi!i1 ra Lr__ (�st3ii�t)
(22)10d nails ea strap
2rd S t,-ry 117211 B
Floor Shealhing
' lE' OSS w C t3t'x'.3'r�il;
0.131,x2 ' F415 at 6' 0-C,
518m 0S8 (Unblocked) panel edge fastening and
o.c field fastering
I
-
2 •g r
.S' c.c. F3:I arra ]'_' c.t_
'e- crrr3
2200 It
fold n n, ar(e ,•_;ier)
(22) 10.j nai!S ca s.y`ap
OVERTURNING CONNECTIONS:
2nd -'tory Module to 151
1 114' x 20 ga steel Strap %V1(7) 3.131x2.5' nails each end & (3)
0.131' x 3'toenarls.
0.131'x3 0' na;is toed
Starr`Vodute-line-1
14115
(2) lir-arson Thar, Tic
2
0.1311`x2 �-nals ate- cc cane!
1R�? ib
CS15 straps
122, 10d nails r 2 st*ap
2nd Flory Module to 1st
1.31 Iti
Gain
NA
Starr Module - linie_2
i' OVERHAtIGS:
(i; SimFs3n v"ng-Ire
•roS16
6 in o.c_ edee & r'eld
1r7E t:
Cstrap
�
(221 104 550113 Ea s` ap
2nd :tory 1 Wure to 1st
Wall Sheat`ffng
0.131'x3.0,Nat'S
LtOfy ' li:'te�A
106 pili
(1) Simrsan Strong -Tie
r14
6'o -c. panel edge railing
1074 lb
CS16 strap
(22)10d nails ea strap
2nd Etory Module to 1st
Floor Shealhing
0.11.31- r :j.0' Nails feed
0.131,x2 ' F415 at 6' 0-C,
518m 0S8 (Unblocked) panel edge fastening and
o.c field fastering
I
Story Module - linf_D
331 GIf
(2 Simrson Stuong-Tie
Plate
2200 It
CS15 straps
(22) 10.j nai!S ca s.y`ap
SLIDING CONNECTIONS:
Roof to [Tail Plate
1 114' x 20 ga steel Strap %V1(7) 3.131x2.5' nails each end & (3)
0.131' x 3'toenarls.
0.131'x3 0' na;is toed
Connection
14115
=_.&7
Fl;p Connection``
2
0.1311`x2 �-nals ate- cc cane!
0.131'x3 0' ra is toed
0.131' x 3.0` t?at;s in End-
cede nfrfE"gnand 12anon 15.0d
Tccr Plale to Studs & 13otiarn
1.31 Iti
Gain
NA
MAP to Studs
i' OVERHAtIGS:
6 in o.c_ edee & r'eld
2 per stud
0.131V.5' nails at
Wall Sheat`ffng
0.131'x3.0,Nat'S
Do",orn Plate to rioor
106 pili
r14
6'o -c. panel edge railing
Non Shear V.10
14 in ox.
Truss Eaatio Tri Chord or
Floor Shealhing
0.11.31- r :j.0' Nails feed
0.131,x2 ' F415 at 6' 0-C,
518m 0S8 (Unblocked) panel edge fastening and
o.c field fastering
I
Gei'. ngJa:3tto EndivallTo0
331 GIf
Plate
3 in OC
0131`x 3-toPnailis.
2nd St�,wryto 1st Stir«
327 pit?
3 in OC
11111.
Connection - line 1 S'ire_2
0.131'x 3' toe's ails.
2nd Stora to 1st Scary
Connection - line r.& tine E
129rt
fi'
G t in OC
ttr4
SHEATHING CONNECTIONS:
C,\Users
Lt1
FAm f tATE ix nom Rigs -t- Z
TOGETHER Ohl -SITE ACROSS .J
M4TQ.ME %1M 1/2' THRU
BOLTS 0 48' O.O. OR
3/8`x8" uzs a 32' O.C.
3"-0 1 �A"
(2) Slt CS16
sTW FROY 2110
blUKT w•
Tb IST S1
STUM
U0
uo
va
r
t-
(2) 5tvs,
S1W f1
STORY VM
t0 t5T Si4n11 Ml%.L
MM {2=p
LINE A
32'-0"
6'-8 3'8" 1 3'-11 3'8'
3'-0 114"
SWFR01t 211116
I
i
I
I
i
I
I
I
FASTEN IST SINGE STORY
TRUSS TOP CHORD TCl
EACH CAIN$ WALL STUD
w f (2} 0.131'x3' wS-
I
i
I
I
I
ID 151 SIORT WALL
3'-2 5'8"
ON SITE ROOF CONNECTIONS:
TRUSS CCB33802
4'-1112" 2'-3114` 2'-3114" 2'-9118"
32'-0"
R dge Connedior'o'
1 114' x 20 ga steel Strap %V1(7) 3.131x2.5' nails each end & (3)
Ridge Connection'3'
0.131'x3 0' na;is toed
Collar Tie Connec+on'4&8'
1 i. r•J roOF.
=_.&7
Fl;p Connection``
2112 pit
0.1311`x2 �-nals ate- cc cane!
0.131'x3 0' ra is toed
KneeNall Conn '12&94'
cede nfrfE"gnand 12anon 15.0d
Roof Sh
1 414'x 20 C -a sleet strap alp) 0,131 02 F- nails each end
teathing 7116" OSB (Llnblored) i
St3Qper. 2 rows of
- t ? 8 in cc
S7ear
i' OVERHAtIGS:
6 in o.c_ edee & r'eld
0.131V.5' nails at
Wall Sheat`ffng
7116' OS[3
6'o -c. panel edge railing
Non Shear V.10
Suction
and 12' o.c, field nail ng
Floor Shealhing
241 PIT
S1ear12*
0.131,x2 ' F415 at 6' 0-C,
518m 0S8 (Unblocked) panel edge fastening and
o.c field fastering
I
C,\Users
Lt1
FAm f tATE ix nom Rigs -t- Z
TOGETHER Ohl -SITE ACROSS .J
M4TQ.ME %1M 1/2' THRU
BOLTS 0 48' O.O. OR
3/8`x8" uzs a 32' O.C.
3"-0 1 �A"
(2) Slt CS16
sTW FROY 2110
blUKT w•
Tb IST S1
STUM
U0
uo
va
r
t-
(2) 5tvs,
S1W f1
STORY VM
t0 t5T Si4n11 Ml%.L
MM {2=p
LINE A
32'-0"
6'-8 3'8" 1 3'-11 3'8'
3'-0 114"
SWFR01t 211116
I
i
I
I
i
I
I
I
FASTEN IST SINGE STORY
TRUSS TOP CHORD TCl
EACH CAIN$ WALL STUD
w f (2} 0.131'x3' wS-
I
i
I
I
I
ID 151 SIORT WALL
3'-2 5'8"
ON SITE ROOF CONNECTIONS:
TRUSS CCB33802
4'-1112" 2'-3114` 2'-3114" 2'-9118"
32'-0"
R dge Connedior'o'
1 114' x 20 ga steel Strap %V1(7) 3.131x2.5' nails each end & (3)
Ridge Connection'3'
0.131'x3 0' na;is toed
Collar Tie Connec+on'4&8'
(8) 0.131'x3" nails
=_.&7
Fl;p Connection``
1 1 •t' x 2(? g 3 steer strap w.'(7) 0.131x2.5' mils each end & (3)
End�ra115
0.131'x3 0' ra is toed
KneeNall Conn '12&94'
IIATS12
1.131,01ne CanneC on `13'
1 414'x 20 C -a sleet strap alp) 0,131 02 F- nails each end
TRUSS -U0830
1SCUS\APPuata\L0cai\ivi icroso
LINE B
TOP PLATE SPLICE LIMITATIONS:
Miinimum splice lap %here splices are allowed 4 ft
2nd Flcor
1 1'4" x 20 ga steel strap w,1(7) 0.13tx2_F nails each end. A34
Ridge Connection'3'
tress to rail each side 8 (5) 0 131"x3 0" ns'ls teed tail to ra"l per
•
bay.
Knee►vai' Conn€ction'41W
LTS12
1SCUS\APPuata\L0cai\ivi icroso
LINE B
TOP PLATE SPLICE LIMITATIONS:
Miinimum splice lap %here splices are allowed 4 ft
2nd Flcor
MODEL:
Q-28135
28x46 2 -STORY
Double 26 Top Plate - ND
SCALE: NTS
DRAWN BY: MATT
CHECKED BY:
Splices
CUSTOMER: GOODWELL
End�ra115
9134 Ib
ROOF: 9.112 @ 16" O.C. 60 PSF
FLOOR: 9 3/8" OPEN JOIST @ 16" O.C.
2nd Floor
144615
Double 7x5 Tap Plate -kl.1'14
lb
Splice's A
St3Qper. 2 rows of
- t ? 8 in cc
BUILT UP COLUMN CONNECTIONS:
Connection made with 0.13101 x 3.0" Nails
Required Spacing for two rows staggered 8 in o. c.
C --A14 t Cne contentu
inciows\OO
REVISION 2
a
inuil
ycs
HAMPION MODULAR, INC.
451 SOUTHERN! AVE. STRATTANVILLE, PA 16258
THESE DRAWINGS HAVE BEEN EXTRACTED
FROM AND CONFORM TO PREVIOUS
APPROVED BUILDING SYSTEM DRAWINGS
DATE: Jan, 17, 19
ENGINEERING MANAGER
ENGINE ER`S / ARCHITECT'S SEAL
AA, -
0
O F
'�- s
--ISN'
1
rn ;
A of "'0
r
STS,`
=v
APPROVER'S SEAL
MODIFiCATIONS
WINDOW GUARDS ON-SITE PER R612.2 iF:
WINDOW SILL UNDER 24" ABOVE FINISHED
FLOOR AND
-WINDOW OPENING MORE THAN 72" ABOVE
FINISHED GRADE.
TITLE: i
2ND FLOOR
SHEARWALL BLAH
MODEL:
Q-28135
28x46 2 -STORY
DATE: 01-17-19
SCALE: NTS
DRAWN BY: MATT
CHECKED BY:
BUILDER: GENTILE CONSTRUCTION
CUSTOMER: GOODWELL
STATE: MA
WIND: 140 MPH
ROOF: 9.112 @ 16" O.C. 60 PSF
FLOOR: 9 3/8" OPEN JOIST @ 16" O.C.
FILENAME: CH270-028135 01-16-19 DAK
SHEET NO.:
SW -201
PAGE:
11.
PROPRIETARY AND CONFIDENTIAL
THESE DRAWINGS AND SPECIFICATIONS ARE ORIGINAL,
'ROPRIETA, RY AND CONFIDEh TIAL UATERIALS OF CHAMPION,
COPYRIGHT C 197&2019 BY CHAMPION
JAKAWg,
l I L+ 41" Cr' V / 11 l li — I\ V' . ! . V 411 . ,a:.. L.. 1 �. r�f�► 11 U,4 2)
VAR ES VARIES
TAR ES _ VARIES
VARIES Vk.RIES
VARIES
PLANw LAY01T
/—USE (4) —J -Tu xY SCR, WS THRU PLA -E INTO
EACH INTERSEC NIS WIN ROOF TOP CH3RD
USF (4) 0.131 "XY TSE i JAILS FROI,/
RAFTER TO ;IDLE KA.10
USE S I.'PSU4 1—STA15 STRAP OR E 0 U A L
ACROSS R DGE EAC- RAFTER
USE j ,'� x3" TVE -SCRU..'S THRU
FROt-1 EACH W LE" RAFTER TO PLATE
VARIES
Y
I`x ter_ ID
VARIES ( VA.;,I S
VARIES
EXTE=RIOR t'JALL--
SI -I= ATKNG
n
6 1,/2 FIXED VA,R1= S
OVER HA� �G 1'AR=ES
(` C TSS:
1.
P.AFTEF CG ^ TICvI5 ACE :EFI�ED Ern-.nIA T�EIE 602.77(1
.
2. �OC�F SYSTEMS: G=S CIS & SPACIINIG OF A=F C''�'EE► CESICE� `.1.;" VARY 7'
2.
Y DUE '
tyl�q. LOADS. THE APFRO'd°ED C—*LiU—k.Tl,�')NS. ti'AHIJAL SEC TI0; I S. 8',... & �.
L00jr-/C--- L I I \ G G RCER: STRLCTUFA! 1,1E1,''ED SIZES S—IALL BE DERIVE C FRE -'M
SEC11CIN 6 OF THE ./.PFR&v'ED I —A-10t�S 1.1ANJAL �
STUDS: STPL CTURAL I; EI! -R SIDES SdALL H DERIVED F,F, 0 1,1
SECTION 4 Or THE 4:PPRC1'.F--) CALCU� AI'N'S 1.1/,NJAL.
SEE NDIVIDUAL PLAI1 SET F,'. -.-R DC►RIA—R L'01,STRU0TIC.IJ [,,(,)T COVERED BY T1 IS
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FOR
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5
FOR
CULt►'.IN5 1
+
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6
FOR
He;= r, ERS f 3. A.I01S
#
SEC11ON
7
FC,R
:;EILINS KiISTS
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S
FOR
TRJSc/RA= TER FIELD C:ONNEC 10'115
.
SEUTION
o
FOR
R: F'TERS I
VAR IE5
a
2):G AS01
PLAN LAYOUT
CCLL,AR TI,
2).6 FRONT FASCIA
12 30A[z D „AY„
12
GO I��Ef CUTUUT 4 1/2" >=ICED
�tAARIE VARIES �MRIES OV-I=II�I�G
2x6 FASCIA
E L= VATI0%] VIE"Af
INSTAL M SDF�r2 COLLAR TIE ON idl RAFTERS THAT SPA.1J > 5'-C".
Lj5E (6) 0.131"),3" :,AILS FIROV COLLA R TIE TO RAFTER
I� FASTEN RAFTER TO RIDCE BOAPID 0.131 x3" TC -E FAILS
SIMIDSON LSTA.15 SWP OR EO ,IAL ACROSS PIDGE EAC -1 RAFTER
2-x6 SPF #2 M—LEY RAFTERS C 106" J.C.
FASTEN TO 1`.�1EL=Y I'LA-E r'%{4} ��x3., TOE SCREWS.
M S F 0 W..LLEY PLATE
FASTEN ! 1`�1' i 118x3" SCREWS TI1R�U PLATE TO
EACI1 INTFRSECTI`NIG I,IAIN ROY -BUSS OR RAMER.
PFS Corporation
o "the st ReqFon
APMOVED
gaup - 3
2/6/19
Approval limited to
Factory Built Portion
STA;T APPPOVAL STAMP
,'��'
F .r
NI
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INTI
IVIS
0 6.393 3
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P.E. HAL
`I<IIIS DOCUME\TA�ND
THE SIUBJEC`T MATTER
CONTAINED 1II�F�EN FS
PROPRIETARY ANDMAY
NOTBE R PRODUCED
WiTIIOL"T Tl Iz
11FR- iISSION Or
"CHAMPION HOME
BUILDERS, NC."
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TYPE:
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SQ.F T.:
STATE:
TYPE:
MCDEL
Df?/kti',IN�:
C RI/F
DDAIL
S -EE-:
2E.
RADnN
PANEL SCHEDULE
CIRCUIT
DESIGNATION
DESCRIPTION
CIRCUIT
BREAKER
WIRE
GAUGE
I
BATHROOM
20 A AFCI
12
3
RANGE
40 A
8
5
RANGE
40 A
8
7
MICROWAVE
20 A AFCI
12
9
SMALL APPLIANCE
20 A AFCI
12
11
SMALL APPLIANCE
20 A AFCI
12
13
REFER
20 A AFCI
12
15
DW
15 A AFCI
14
47
2ND FLOOR BATF
20 A AFCI
12
Is
20
GENERAL LIGHTING
15 A AFCI
21
22
GENERAL LIGHTIING
23
14
24
GENERAL LIGHTING
25
14
I
GENERAL LIGHTING
27
14
28
- ALL CIRCUIT SUPPLYING RECEPTS IN TO BE AFCI PROTECTED
29
30
31
32
33
34
35
36
37
3$
.naineerin 13-5
-1V VANtL Z
PANEL SCHEDULE
CIRCUIT
DESIGNATION
DESCRIPTION
CIRCUIT
BREAKER
WIRE
GAUGE
2
LIVING ROOM
15 A AFCI
14
4
MASTER BEDItOO)ti!f
15 A AFCI
14
6
BEDROOM 2
15 A AFCI
14
BEDROOM 3
15AAFCI
14
10
GENERAL LIGHTING
15 A Arci
14
12
GENERAL LIGHTING I
15 A AFCI
14
14
WASHER
til A AFCI
12
16
DRYER
30A
10
18
DRYER
30 A
i0
20
GENERAL LIGHTING
15 A AFCI
14
22
GENERAL LIGHTIING
15 A AFCI
14
24
GENERAL LIGHTING
15 A AFC!
14
26
GENERAL LIGHTING
15 A AFCI
14
28
- ALL CIRCUIT SUPPLYING RECEPTS IN TO BE AFCI PROTECTED
30
32
34
36
3$
40
010'0 1.�_L)_cjwn. I //B//()
f `
e
J
RELEASE
N
o Ful-*Pcj
buil ing
ssCHAMPION MODULAR, ,NC
451 SOUTHERN AVE. STRATTANVILLE. PA 16258
THESE DRAWINGS HAVE BEEN EXTRACTED
FROM AND CONFORM TO PREVIOUS
APPROVED BUILDING SYSTEM DRAWINGS
DATE: Jan. 28, 19
ENGINEERING MANAGER
ENGINEER'S / ARCHITECT'S SEAL
Nil
r>
0 6640
—�
r"
A.
gip+
APPROVER'S SEAL
MODIFICATIONS
TITLE:
211\10 FLOOR
ELECTRICAL
MODEL
0-28135
28x46 2 -STORY
DATE: 01-28-19 SCALE: NTS
DRAWN BY: MATT CHECKED BY:
BUILDER: GENTILE CONSTRUCTION
CUSTOMER: GOODWELL
STATE MA
WIND: 140 MPH
ROOF: 9112 @ 16" O.C. 60 PSF
FLOOR: 9 318" OPEN JOIST @ 16" O.G.
FILENAME: Q-28135
SHEET NO.:
EP -201
PAGE:
PROPRIETARY AND CONFIDENTIAL
THESE D. WINGS AND SPECIFICATIONS ARE ORIGINAL,
PROPRIETARY AND CONFIDENTIAL MATERIALS OF CHAMPION,
COPYRIGHT c 197Cr2019 BY CHAMPION
ELECTRICAL
LEGEND
}
120 VOLT - 15 AMP
240 VOLT RECEPTICLE
CEILING VENT FAN
(D
CEILING VENT FAN
Y'
WITH LIGHT
G.F.1 PROTECTED
120 VOLT - 15 AMP
T"-!►: 0 THERMOSTAT
-
CEILING LIGHT
®�'
FLUORESCENT
LIGHT
45
124 VOLT - 20 AMP
� SMOKE DETECTOR
-�-
WALL LIGHT
�
SINGLE POLE SWITCH
CIO SMOKE DETECTOR
(3 DENOTES 3 -WAY)
45
G.r.I PROTECTED
10
MAIN PANEL
0
SPECIAL PURPOSE
JUNCTION BOX
120 VOLT- 20 AMP
CONNECTION
NOTES: - ALL EXTERIOR RECEIPTS AND LIGHTS ARE WEATHER PROOF
- NOT ALL CIRCUITS ARE IN USE
- ALL CIRCUIT SUPPLYING RECEPTS IN TO BE AFCI PROTECTED
N
o Ful-*Pcj
buil ing
ssCHAMPION MODULAR, ,NC
451 SOUTHERN AVE. STRATTANVILLE. PA 16258
THESE DRAWINGS HAVE BEEN EXTRACTED
FROM AND CONFORM TO PREVIOUS
APPROVED BUILDING SYSTEM DRAWINGS
DATE: Jan. 28, 19
ENGINEERING MANAGER
ENGINEER'S / ARCHITECT'S SEAL
Nil
r>
0 6640
—�
r"
A.
gip+
APPROVER'S SEAL
MODIFICATIONS
TITLE:
211\10 FLOOR
ELECTRICAL
MODEL
0-28135
28x46 2 -STORY
DATE: 01-28-19 SCALE: NTS
DRAWN BY: MATT CHECKED BY:
BUILDER: GENTILE CONSTRUCTION
CUSTOMER: GOODWELL
STATE MA
WIND: 140 MPH
ROOF: 9112 @ 16" O.C. 60 PSF
FLOOR: 9 318" OPEN JOIST @ 16" O.G.
FILENAME: Q-28135
SHEET NO.:
EP -201
PAGE:
PROPRIETARY AND CONFIDENTIAL
THESE D. WINGS AND SPECIFICATIONS ARE ORIGINAL,
PROPRIETARY AND CONFIDENTIAL MATERIALS OF CHAMPION,
COPYRIGHT c 197Cr2019 BY CHAMPION
PANEL SCHEDULE
11, r+ i f A r— r, r— r% f't
CIRCUIT
DESIGNATION
DESCRIPTION
1
113ATHROOM
3
RANGE
5
RANGE
7
MICROWAVE
9
SMALL APPLIANCE
11
SMALL APPLIANCE
13
REFER
15
D,. W
117
2ND FLOOR BATH
19
12
21
20 A AFCI
23
GENERAL LIGHTING
25
14
27
20 A AFCI
29
12
31
DRYER
33
10
35
DRYER
37
10
39
GENERAL." LIGHTING
11, r+ i f A r— r, r— r% f't
10,10615
-- ——..— — --"moo
--TO PANEL
12 12
C ^~ ! ! I Imo•---- — — ------_____ I I
�..., 4 e .
w)12
FOR ON-SITE
PORCH CEILING LIGHT
P PANEL SCHEDULE
CIRCUIT
DESIGNATION
DESCRIPTION
CIRCUIT
13REAKER
WIRE
GAUGE
2
20 A AFCI
12
14
40A
8
15 A AFC!
40A
8
BEDROOM 2
20 A AFCI
12
6
20 A AFCI
12
14
20 A AFCI
12
15 AAFC1
20 A AFCI
12
GENERAL LIGHTING
15 A AFCI
14
14
20 A AFCI
12
10,10615
-- ——..— — --"moo
--TO PANEL
12 12
C ^~ ! ! I Imo•---- — — ------_____ I I
�..., 4 e .
w)12
FOR ON-SITE
PORCH CEILING LIGHT
P PANEL SCHEDULE
CIRCUIT
DESIGNATION
DESCRIPTION
CIRCUIT
BREAKER
'WIRE
GAUGE
2
LIVING ROOM
i 15 A AI=CI
14
4
MASTER BEDROOM
15 A AFC!
14
6
BEDROOM 2
15 A APC[
14
6
BEDROOM 3
15 A AFCI
14
10
GENERAL LIGHTING
15 AAFC1
14
12
GENERAL LIGHTING
15 AAFCI
114
14
WASHER
20 A AFC1
12
16
DRYER
30 A
10
I 16
DRYER
30 A
10
20
GENERAL." LIGHTING
15 AAFC1
14
22
GENERAL LIGHTING
15 AAFC1
14
24
GENERAL LIGHTING
15 AAFCI
14
26
GENERAL LIGHTING
15 AAFCI
14
20
CONNECTICN
30
_
NOTES: -ALL EXTERIOR
, RECEPTS A14D LIGHTS ARE WEATHER PROOF
32
- NOT ALL CIRCUITS
ARE IN USE
34
- ALL CIRCUIT
3f _
38
40
Cj w n. -I
66" 1L.F.F.
I I
!
� I
II I
I
2 2
92 R 2
RELEA
TO PANEL
— —TO PANEL
SE
��P.► �'i
u'i
ing
S ysMP�es
�.m I
457 SOUTHERN AVE. STRATTANVILLE, PA 16258
THESE DRAWINGS HAVE BEEN EXTRACTED
FROM AND CONFORM TO PREVIOUS
APPROVED BUILDING SYSTE1`0 DRAWINGS
DATE: Jan. 29, 19
ENGINEERING MANAGER
" 9 v. "'1 4.. k-1 % V f 1-11 ! %J 1 4 1 t L. V t V V L-1 l L.
OF
26 .
i 6 r .VIN Inc
26 j r'
�.31 [L rrl �
;.. 0
-��
APPROVER'S SEAL
I
NOTES.
1) HEATING SYSTEM TO BE INSTALLED IN THE FACTORY BY CHAMPION MODULAR. PLEAS
PAGE MP -101 FOR HEATING SYSTEM LAYOUT. HEAT LOSS CALCULATIONS WILL BE ATTAC.
AS WELL.
2) N.E.S.S. STANDS FOR NEW ENGLAND SAFETY SWITCH.
3) ALL SMOKE DETECTORS SHALL BE PHOTO ELECTRIC.
4) WHOLE HOUSE VENT T FAN IS HARD WIRED. SWITCH SHOWN IS FOR VENT FAN ACCESSORIES.
5) INSULATED STAPLES REQUIRED TO SUPPORT ALL WIRING.
0) ALL BRANCH CIRCUITS SUPPLYING 15 & 20 AMPERE OUTLETS IN LIVING SPACES ARE PROTECT
BY AN ARC -FAULT CIRCUIT INTERRUPTER IN ACCORDANCE WITH SECTION 210.12 2017 NEC.
7) PER 400.12 OF 2011 NEC ALL 125 - VOLT, 15 & 20 AMP RECEPTS INSTALLED IN AREAS SPECIFIE
210.52, SHALL BE LISTED AS TAMPER, RESISTANT TYPE,
8) 50# LIGHT BOXES REQUIRED.
ELECTRICAL
LEGEND
120 VOLT 15 1,1,1
� 240 VOLT RECEPTI; LE
TO PANEL TO PANEL
CEILING VENT FAN
III
II
11
II
II
I I l
I i
l l
U
!
26 i
R — — — — — ----
*6
l
T
V4TM LIG-I'
l
6
C.F.1 PROTECTED
V' a
5204 ALT - i$ f�f.t
THEFL'd05T.A'
CEtLI"!G LIGHT
SE
��P.► �'i
u'i
ing
S ysMP�es
�.m I
457 SOUTHERN AVE. STRATTANVILLE, PA 16258
THESE DRAWINGS HAVE BEEN EXTRACTED
FROM AND CONFORM TO PREVIOUS
APPROVED BUILDING SYSTE1`0 DRAWINGS
DATE: Jan. 29, 19
ENGINEERING MANAGER
" 9 v. "'1 4.. k-1 % V f 1-11 ! %J 1 4 1 t L. V t V V L-1 l L.
OF
26 .
i 6 r .VIN Inc
26 j r'
�.31 [L rrl �
;.. 0
-��
APPROVER'S SEAL
I
NOTES.
1) HEATING SYSTEM TO BE INSTALLED IN THE FACTORY BY CHAMPION MODULAR. PLEAS
PAGE MP -101 FOR HEATING SYSTEM LAYOUT. HEAT LOSS CALCULATIONS WILL BE ATTAC.
AS WELL.
2) N.E.S.S. STANDS FOR NEW ENGLAND SAFETY SWITCH.
3) ALL SMOKE DETECTORS SHALL BE PHOTO ELECTRIC.
4) WHOLE HOUSE VENT T FAN IS HARD WIRED. SWITCH SHOWN IS FOR VENT FAN ACCESSORIES.
5) INSULATED STAPLES REQUIRED TO SUPPORT ALL WIRING.
0) ALL BRANCH CIRCUITS SUPPLYING 15 & 20 AMPERE OUTLETS IN LIVING SPACES ARE PROTECT
BY AN ARC -FAULT CIRCUIT INTERRUPTER IN ACCORDANCE WITH SECTION 210.12 2017 NEC.
7) PER 400.12 OF 2011 NEC ALL 125 - VOLT, 15 & 20 AMP RECEPTS INSTALLED IN AREAS SPECIFIE
210.52, SHALL BE LISTED AS TAMPER, RESISTANT TYPE,
8) 50# LIGHT BOXES REQUIRED.
o IJu1-.pc3
MODIFICATIONS
TITLE:
1ST FLUOR
ELECTRICAL
N40DEL
Q-28135
28x46 2 -STORY
DATE: 01-28-19 SCALE: NTS
DRAWN BY: MATT CHECKED BY:
BEIILDER: GENTILE CONSTRUCTION
CUSTOMER: GOODWELL
STATE: NIA
WIND: 140 MPH
ROOF: 9112 @ 16" O.C. 60 PSF
FLOOR: 9 318" OPEN JOIST @a 16" O.C.
FILENAME: Q-28135
SHEET NO.:
EP -101
PAGE:
PROPRIETARY AND CONFIDENTIAL
THESE DRAWINGS AND SPECIFICATIONS ARE ORIGINAL,
PROPRIETARY AND CONFIDENTIAL MATERIALS OF CHAMPION.
COPYRIGHT e 197E -2D19 BY CHA11PION
ELECTRICAL
LEGEND
120 VOLT 15 1,1,1
� 240 VOLT RECEPTI; LE
CEILING VENT FAN
UP ING VE14T ZAN
T
V4TM LIG-I'
C.F.1 PROTECTED
V' a
5204 ALT - i$ f�f.t
THEFL'd05T.A'
CEtLI"!G LIGHT
`�
FLL)OtF ESCENTt
fi
Ll,.�!-iT
120 VOL T - 20 AM-'>
S11OVE DETECTOR
0_4'4'dt
L t IG!iT
SN -LE POLE STCH
� �1
04 0.0 SMOKE DETECTCR
(3 DENCTES 3•:'.'A` )
G.F.! P` COTECTED
htAIN P.Vy EL
SPECIAL PURPOSE=
JUNCTICI.18:�X
120 VOLT - 20 AM:'
CONNECTICN
NOTES: -ALL EXTERIOR
, RECEPTS A14D LIGHTS ARE WEATHER PROOF
- NOT ALL CIRCUITS
ARE IN USE
- ALL CIRCUIT
SUPPLYING RECEPTS 11-1 TO BE AFCI PROTECTED
o IJu1-.pc3
MODIFICATIONS
TITLE:
1ST FLUOR
ELECTRICAL
N40DEL
Q-28135
28x46 2 -STORY
DATE: 01-28-19 SCALE: NTS
DRAWN BY: MATT CHECKED BY:
BEIILDER: GENTILE CONSTRUCTION
CUSTOMER: GOODWELL
STATE: NIA
WIND: 140 MPH
ROOF: 9112 @ 16" O.C. 60 PSF
FLOOR: 9 318" OPEN JOIST @a 16" O.C.
FILENAME: Q-28135
SHEET NO.:
EP -101
PAGE:
PROPRIETARY AND CONFIDENTIAL
THESE DRAWINGS AND SPECIFICATIONS ARE ORIGINAL,
PROPRIETARY AND CONFIDENTIAL MATERIALS OF CHAMPION.
COPYRIGHT e 197E -2D19 BY CHA11PION