HomeMy WebLinkAbout20100707& WINDOWS
FOR EM O�DOORS
ERGENCY LONE EMERGENCY ESCAPE (EGRESS) WINDOW WITH A NET CLEAR OPENING HEIGHT OF MIN. 24' AND A NET CLEAR
OPENING WIDTH OF MIN. 20' (5.7 S.F.) SHALL BE PROVIDED IN EACH SLEEPING ROOM AND IN BASEMENTS WITH
_
{J
INDUSTRIES
HABITABLE
ITHSPACE. SILL HEIGHT SHALL NOT EXCEED 4A' FROM FINISH FLOOR. ESCAPE AND RESCUE WINDOW
OPENINGS WrrH' A FINISHED SILL HEIGHT BELOW THE ADJACENT GROUND ELEVATION SHALL BE PROVIDED WITH A
WINDOW WELL AS FOLLOWS:
O
- -
HORIZONTAL DIMENSIONS SHALL ALLOW THE DOOR OR WINDOW TO BE FULLLY OPENED. THE HORIZONTAL
DIMENSIONS OF THE WINDOW WELL SHALL PROVIDE A NET CLEAR AREA OF 9 SQUARE FEET WITH A MINIMUM
B U [ L DI N G SO L U TI ON S
HORIZONTAL PROJECTION AND WIDTH OF 36 INCHES.
FOREMOST INDUSTRIES INC.
2. WINDOWS OF TEMPERED GLASS SHALL BE USED AS FOLLOWS: ADJACENT TO A DOOR WHERE THE NEAREST
VERTICAL EDGE IS WITHIN A 24' ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS
THAN 60' ABOVE THE FLOOR OR, IF THE BOTTOM EDGE OF THE WINDOW IS LESS THAN 18' FROM THE FLOOR.
MODULAR HOME PLANS APPROVED TESTING FACILITY (A.T.F.)
T.R. ARNOLD & ASSOCIATES
MFG.: FOREMOST INDUSTRIES INC. APPROVED TESTING FACILITY (ATF.)
GARAGE SEPARATION
2375 BUCHANAN TRAIL WEST T.R. ARNOLD ASSOCIATES
GREENCASTLE, PA. 17225 P.O. BOX 1081
1. GARAGES SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN 1/2' GYPSUM
ELKHART, IN. 36515
BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL
HABITABLE ROOMS ABOVE BY NOT LESS THAN 5/8' TYPE -X GYPSUM BOARD. (SEE I.R.C. FOR OTHER PROVISIONS)
STATE APPROVALS
THIS HOME BEARS THE INSIGNIA OF THE STATE OF FINAL LOCATION ANDLATHE INSIGNIA OF THE A.T.F.
LISTED ABOVE. THIS HOME ALSO BEARS THE MANUFACTURER'S DATA PTE AS REQUIRED. THESE
ITEMS ARE AFFIXED TO THE INTERIOR OF A BASE CABINET LOCATED IN THE KITCHEN UNDER THE
SINK OR COOK -TOP APPLIANCE. IN THE EVENT OF THE DELETION OF KITCHEN CABINETRY, THE
INSIGNIAS AND DATA PLATE SHALL BE LOCATED IN A CLOSET.
MODULAR HOME NOTES
MANUFACTURER: DELj -1 232
FOREMOST INDUSTRIES, INC.
BUCHANAN TRAIL WEST m1 E � j fRl
GREENCASTLE, PA 17236 j� I I
PHONE (717) 597-7166
SPRINKLER SYSTEMS
1. WHEN REQUIRED BY THE LOCAL JURISDICTION, SPRINKLER SYSTEMS SHALL BE INSTALLED ON -SITE BY OTHER PER
NFPA13-D
CONCRETE / MASONRY
MARYLAND CODE COMPLIANCE.
• 2009 INTERNATIONAL RESIDENTIAL CODE
• 2006 INTERNATIONAL MECHANICAL CODE
• 2006 INTERNATIONAL PLUMBING CODE
• 2006 NATIONAL ELECTRICAL CODE
• MARYLAND SAFETY GLAZING LAW
• MARYLAND BUILDING PERFORMANCE STANDARDS (COMAR 05.021)7)
THIS HOME IS NOT DESIGNED FOR INSTALLATION
IN THE FOLLOWING COUNTIES OF MARYLAND:
• CAROLINE
• DORCHESTER
• SUMERSET
• TALt3OT
• WICOMICO
• WORCHESTER
1. THE PRESUMPTIVE BEARING CAPACITY OF THE EXISTING UNDISTURBED SOIL SHALL BE A MINIMUM OF 3,000 P.S.I.
2. ALL CONCRETE FOOTERS SHALL BEAR ON UNDISTURBED SOIL OR ENGINEERED FILL.
3. MINIMUM DIMENSIONS FOR CONCRETE FOOTERS SHALL BE PROVIDED AS FOLLOWS:
ONE-STORY STRUCTURES:
MIN. 16' WIDE X MIN. 8' DEEP, BOTTOM MIN. 36' BELOW GRADE.
TWO-STORY STRUCTURES:
FOOTING MIN. 20' WIDE X MIN. 8' DEEP, BOTTOM MIN. 36' BELOW GRADE.
4. FOOTINGS SHALL PROJECT MIN. 2' BEYOND THE FOUNDATION WALL AND SHALL NOT EXCEED THE THICKNESS OF
THE FOOTING. CONCRETE AND
MASONRY FOUNDATION WALLS SHALL COMPLY WITH THE IRC.
5. ANCHOR STRAPS SHALL BE INSTALLED PER THE SPECIFIC MANUFACTURER'S INSTRUCTIONS. ANCHOR STRAP
TYPES ARE SPECIFIC TO EACH
PROJECT AND APPLICATION AS FOLLOWS: (SEE FOUNDATION PLAN)
1.) NO BRICK OR BRICK VENEER
APPROVED TESTING FACILITY: (A.T.F.)
T.R. ARNOLD & ASSOCIATES
THIS HOME IS DESIGNED BY THE MANUFACTURER, WITH A STRUCTURAL SYSTEM APPROVED BY THE AT.F. LISTED ABOVE.
THE SPECIFICATIONS
AND CALCULATIONS FOR STRUCTURAL ELEMENTS IN THIS SYSTEM ARE INCLUDED IN A CALCULATION MANUAL THAT HAS
BEEN REVIEWED AND
APPROVED BY THE A.T.F. LISTED ABOVE. THIS CALCULATION MANUAL IS ON FILE AT THE OFFICE OF THE A.T.F. AND OF THE
MANUFACTURER.
THE STRUCTURAL ELEMENTS IN THE CALCULATION MANUAL INCLUDE, BUT ARE NOT LIMITED TO:
* FLOOR JOISTS
* FLOOR GIRDERS
* BEARING WALL HEADERS & JAMBS
* RIDGE BEAMS
* ROOF TRUSSES
PENNSYLVANIA CODE COMPLIANCE.
• COMMONWEALTH OF PENNSYLVANIA DEPT. OF COMMUNITY
AND ECONOMIC DEVELOPMENT INDUSTRIALIZED HOUSING ACT.
2.) BRICK TO GRADE
6. FOUNDATION VENTING SHALL BE PROVIDED AT 1/150 OF CRAWL SPACE AREA. ONE OPENING SHALL BE WITHIN
3'-0' OF EACH CORNER. ACCESS SHALL
BE PROVIDED BY MIN. ONE 24' X 18' OPENING. (8408.1) 7. MIN. SPECIFIED COMPRESSISVE STRENGTH OF CONCRETE
ALL PRE-ENGINEERED TRUSS COMPONENTS USED IN THE CONSTRUCTION OF THIS HOME ARE DESIGNED BY MITEK
INDUSTRIES, INC. AND BEAR THE SEAL OF A REGISTERED ARCHITECT OR ENGINEER. THESE TRUSS DESIGNS
ARE INCLUDED IN THE APPROVED CALCULATION MANUAL AS OUTLINED ABOVE.
• 2009 INTERNATIONAL ONE AND TWO FAMILY DWELLING CODE WITH
PENNSYLVANIA STAIR GEOMETRY REQUIREMENTS AND INDUSTRIALIZED
SHALL BE AS FOLLOWS:
BASEMENT WALLS, FOUNDATIONS AND CONC. NOT EXPOSED TO THE WEATHERS ....2,500 PSI
FRAMING / STRUCTURAL
HOUSING ACT RULES AND REGULATIONS - SECTION 29.41 Ib) (c)
• 2008 NATIONAL ELECTRICAL CODE
BASEMENT SLABS AND INTERIOR SLABS ON GRADE, EXCEPT GARAGE FLOOR: .........2,500 PSI
BASEMENT WALLS, FOUNDATION WALLS, EXTERIOR WALLS AND OTHER VERTICAL CONCRETE WORK EXPOSED TO
1. ALL FRAMING LUMBER SHALL BE MINIMUM S.P.F., GRADE #2 UNLESS NOTED OTHERWISE ON DRAWINGS.
THIS HOME IS NOT DESIGNED FOR INSTALLATION IN THE FOLLOWING
COUNTIES OF PENNSYLVANIA
• LACKAWANA
• LUZERNE
• MCKEAN
• SUSOU€HANNA
• WAYNE
•
VIRGINIA CODE COMPLWNCE.
• 2006 IRC
• 2006 IECC
• 2005 NEC
• VIRGINIA 'USBC STAIR GEOMETRY
THE WEATHER ---------3,000 PSI CONCRETE WORK EXPOSED TO THE WEATHER:
.... ....................................:3,000 PSI
PORCHES, CARPORT SLABS, STEPS EXPOSED TO WEATHER, AND GARAGE SLABS: .3,500 PSI
CONCRETE SHALL BE AIR ENTRAINED BETWEEN 5% AND 7%.
8. ALTERNATE FOUNDATINS SUPPLIED BY OTHER AS FOLLOWS: (OTHER TO PROVIDE GIRDER POCKET AND SUPPORT
INTEGRAL TO FOUNDATION WALL)
FOREMOST INDUSTRIES, INC. WILL PROVIDE A PR€ CAST'SUPERIOR WALLS' FOUNDATION AS STANDARD IF
ORDERED BY THE CUSTOMER. IN THE EVENT
THAT AN ALTERNATE FOUNDATION SYSTEM IS TO BE INSTALLED BY OTHER, THE FOLLOWING SPECIFICATIONS
SHALL BE MET. (SEE ALSO FOUNDATION
PLAN)
a) BUILDING CROSS-SECTINS, DETAILS AND SPECIFICATINS SHALL BE
PROVIDED BY OTHER.
2. ALL FRAMING HEADERS AT EXTERIOR WALL OPENINGS AND INTERIOR BEARING WALL OPENINGS SHALL BE MIN. DOUBLE
2X10 S.P.F., GRADE #2
UNLESS NOTED OTHERWISE.
3. DESIGN LOADS SHALL BE AS FOLLOWS:
• ROOF: SNOW LOAD =45 psf PG (GROUND SNOW LOAD) ALLEGANY AND GARRETT COUNTIES IN MD. 55 psf PG
• FLOOR: 40 psf LIVE LOAD & 10 psf DEAD LOAD @ L/360
• MAXIMUM WIND SPEED: 100 MPH
4. PRE-ENGINEERED/FABRICATED WOOD PRODUCTS (TRUSSES, JOISTS, ETC.) SHALL NOT BE CUT, NOTCHED OR BORED
UNLESS THE RESPECTIVE MANUFACTURER'S DESIGN ALLOWS FOR IT.
5. ATTIC SPACES SHALL BE PROVIDED WITH A 22' X 30' ACCESS WITH 30' OF HEADROOM.
WEST VIRGINIA CODE COMPLIANCE
• 2003 IRC
• 2005 NATIONALELECTRICALCODE
PENNSYLVANIA MODULAR HOME NOTE:
THE MANUFACTURER OF THIS STRUCTURE. FOREMOST INDUSTRIES. INC..
6100 BUCHANAN TRAIL WESTMERCERSBURG. PA 17236, CERTIFIES THAT
THIS STRUCTURE IS NOTAMANUFACTURED HOMESUBJECTTOTHEPlOVISrorSOFTHE
NATIONAL MANUFACTURED HOUSING CONSTRUCTION AND SAFETYSTANwwDSACTANDIS:
II DESIGNED ONLY FOR ERECTION OR INSTALLATION ON A SITE -BUILT PERMANENT FOUNDATION_
2.1 NESIGNE OR MA U CTUREDTO OMPLYWITH THE IRCAN
31 DESIGNED Ofl MANUFACTURED FO COMPLY WITH THE IRC AND
4) TO THE MANUFACTURERS KNOWLEDGE Is NOT INTENDEDTO BE
USED OTHER THAN ONASITE-BUILTPERMANENT FOUNDATION.
b) FULL -BASEMENT WALLS SHALL BE PROVIDED BY OTHER AS FOLLOWS:
(VERIFY THE LOCAL JURISDICTIOWS REGULATIONS)
* PLAIN MASONRY - MIN. 10' SOLID -GROUTED HOLLOW UNITS WITH STEEL REINFORCEMENT PER IRC (SEE
TABLES) TYPE 'M' OR '8' MORTAR SHALL
BE USED.
* POURED -IN -PLACE CONCRETE - MIN. 10THICK WITH REINFORCEMENT PER TABLE (SEE TABLES)
c) CRAWL -SPACE FOUNDATIONS SHALL BE PROVIDED BY OTHER AS
FOLLOWS: (VERIFY THE LOCAL JURISDICTION'S REGULATIONS)
*PLAIN MASONRY - MAX. 5'-0' HIGH - MIN. 8' HOLLOW UNITS.
9. PRE-CASAT `SUPERIOR WALLS' SHALL BE 8'-2' HIGH, TYP. 9'-0' WALLS AVAILABLE BY SPECIAL ORDER.
10. DO NOT BACK -FILL AROUND FOUNDATION UNTIL HOUSE IS SET.
6. ALL WOOD EXPOSED TO WEATHER MUST BE PRESSURE TREATED.
7. WOOD STUD WALLS SHALL BE CONSTRUCTED AS FOLLOWS: (R602.3.1(100 MPH WIND SPEED})
• SUPPORTING ONE FLOOR AND A ROOF - 2X6 @ 16' O.C. / MAX- 18'-0' HEIGHT.
• SUPPORTING TWO FLOORS AND A ROOF-2X6@16'O.C./ MAX. 14'-0' HEIGHT.
• SUPPORTING A ROOF ONLY - 2X6'@ 16' O.C. / MAX 18'-0' HEIGHT.
• GARAGE WALLS SUPPORTING ONE FLOOR AND A ROOF - 2X4 @16' O.C. / MAX. 10'-0' HEIGHT
• INTERIOR PARTITION -2X4@16'O.C.
8. PRE -MANUFACTURED WOOD TRUSSES SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS.
9. PRE -MANUFACTURED WOOD I JOISTS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS.
GENERAL NOTES:
1. BATH FAN OUTPUT -SO CFM. KITCHEN EXHAUST FAN 180 CFM.
2. SAFETY GLASS OR THE INSTALLATION OF A HORIZONTAL MEMBER SHALL BE USED IF GLASS IS LESS THAN 18' A.F.F. AND EXCEEDS 9 SQ. FT. OF AREA.
3. CERTIFICATION LABELS WILL BE LOCATED UNDER IN THE KITCHEN UNDER THE SINK (CABINET).
4. ALL STAIR HANDRAILS SHALL BE INSTALLED AT 34' MIN. - 36' MAX.
5. VENTILATION OF ATTIC SPACE IS PROVIDED BY A COMBINATION OF EAVE AND RIDGE VENTS. THE MIN. NET FREE VENTILATION AREA SHALL BE 1/300 OF THE AREA OF THE SPACE VENTILATED.
6. INDIVIDUAL COMPONENTS IN WHOLE SUCH AS STRUCTURAL SYSTEMS, LIVING ROOMS, DENS, BEDROOMS, CLOTHES, LINEN, GUEST, OR PANTRY CLOSETS, UTILITY AREAS, BATHS, KITCHENS, GARAGES, ETC. MAY BE INTEGRATED WITH ANY FLOOR PLAN. THEY MAY BE ROTATED 90
DEGREES AND/OR REVERSED IN ANY DIRECTION.
7. FOR ALL STATES, EACH DWELLING UNIT SHALL CONTAIN AT LEAST ONE HABITABLE SPACE WITH A 150 SQ_ FT. MIN. SLEEPING SPACE SHALL NOT BE LESS THAN 80 SQ. FT. MIN. WITH A 7'- ' MIN. LENGTH IN ANY DIRECTION. KITCHEN SHALL HAVE NOT LESS THAN 50SO. FT. OF FLOOR
AREA.
8. SILL PLATE ANCHORAGE SHALL BE INSTALLED PER MFG'S. SPECIFICATION CONFORMING TO I.R.C. BUILDING CODE (AVAILABLE FROM FOREMOST) NO BOLTS 11 - FOREMOST INDUSTRIES INC.
9. DO NOT BACK FILL AROUND FOUNDATION UNTIL HOUSE IS SET. innovations in modular HOUSING
10. SEE CROSS SECTION FOR BASEMENT STAIR DETAILS. 2375 Buchanan Trail West Greencastle, PA 17225 Ph:(717) 597-7166
11. SHOW PARTITION, WINDOW, AND DOOR LOCATIONS IN BASEMENT ON THESE PLANS FOR LOCAL PERMIT APPLICATIONS, FOR LIGHT/VENTILATION & EGRESS REQUIREMENTS.
12. THE UNDER -FLOOR SPACE BETWEEN THE BOTTOM OF THE FLOOR JOISTS AND THE EARTH UNDER ANY BUILDING (EXCEPT SPACE OCCUPIED BY A BASEMENT) SHALL HAVE VENTILATION OPENINGS THROUGH THE FOUNDATION WALLS OR EXTERIOR WALLS. THE MINIMUM NET AREA OF DWN. Ter
05/07/10
VENTILATION OPENINGS SHALL NOT BE LESS THAN 1 SQUARE FOOT (.0920 SO. M.) FOR EACH150 SQUARE FEET {74 SQ. M.) OF UNDER -FLOOR SPACE AREA. ONE SUCH VENTILATING OPENING SHALL BE WITHIN 3 FEET OF EACH CORNER. * ALTERNATE NON -VENTED CRAWL SPACE MUST
COMPLY WITH IRC R408.3. CKD.
13. ALL INTERIOR WALL DIMENSIONS GIVEN ARE ROUGH FRAMING DIMENSIONS. APP. AS NOTED
14. DIMENSIONS GIVEN ARE FOR HOUSE ONLY,\ ALLOWANCES MUST BE MADE FOR ANY BRICK AND/OR ADDITIONAL INSULATION ADDED TO THE
OVERALL FOUNDATION DIMENSIONS. COVER SHEET
15. JACK POSTS AS SHOWN ON FOUNDATION PLAN SUPPORT WOOD GIRDERS WOOD GIRDERS EXTEND ONTO THE FOUNDATION WALL WHERE SUPPORT IS REO'D.. DO NOT LOCATE WINDOWS; DOORS, VENTS, ETC. AT THESE LOCATIONS. '°g FOREMOST 2 -SECTION
16. REOD. FOUNDATION WALL SIZE IS THE RESPONSIBILITY OF FOUNDATION CONTRACTOR AND SHALL MEET THE REQUIREMENTS OF THE APPLICABLE BUILDING CODE OF THE AUTHORITY HAVING JURISDICTION. 28' WIDE 2 BOX/ RANCHER
17 MIN. 18' X 24' ACCESS OPENING REQ'D. ON CRAWL SPACE FOUNDATIONS. IF FOREMOST IS INSTALLING A HVAC HEATING SYSTEM IN A CRAWL
SPACE HOME, A 24' X 32' MIN. ACCESS OPENING IS REQUIRED. FI-1232 BREWER
18. CUSTOMER'S RESPONSIBILITY TO FURNISH AND INSTALL HANDRAIL FOR BASEMENT STAIRS.
19. ALL PLUMBING LOCATED IN UNCONDITIONED AREAS, SUCH AS CRAWL SPACES OR UNHEATED BASEMENTS,SHALL BE PROTECTED FROM FREEZING IN ACCORDANCE WITH NATIONAL AND LOCAL CODES. FREEZE PROTECTION IS NOT PROVIDED BY FOREMOST AND IS THE RESPONSIBILITY OF -.w.
THE SITE CONTRACTOR. FI-1232 FI-123213EDFO
/7-7-16
■o■
FRONT ELEVATION
SCALE: 1/4•=1'-0•
REAR ELEVATION
SCALE: 1/47=1'-0`
RIGHT SIDE ELEVATION
SCALE: 1/4'=1'-0°
12
LEFT SIDE ELEVATION
SCALE: 1/4'=1'-0°
FOREMOST INDUSTRIES INC.
innovations in modular HOUSING
2375 Buchanan Trail West Greencastle, PA 17225 Ph:(717) 597-7166
OWN. DPG DATE: REVISION
5/12110
CKD.
APP. AS NOTED
MILL'
ELEVATIONS
DR ST 2 -SECTION
28' WIDE 2 BOX/ RANCHER
FI-1232
a oN wmr
BREWER
FI-1232 I FI-1232
PIlatE
7./�
- - - - - - - - -
I
1) 10" MASONRY OR 8" CONCRETE FOUNDATION WALL
MINIMUM (FOREMOST MIN. REQUIREMENT)
2) ALL FOUNDATION WALLS MUST BE DESIGNED AND
INSTALLED IN ACCORDANCE WITH SECTON 400
OF THE INTERNATIONAL RESIDENTIAL CODE (IRC)
I AND SUBJECT TO LOCAL BUILDING AUTHORITIES
I REQUIREMENTS AND INSPECTIONS.
I IT IS THE CUSTOMER'S RESPONSIBILITY
J TO VARIFY FOUNDATION REQUIREMENTS WITH
LOCAL PERMIT OFFICE.
3) OTHER FOUNDATION WALL CONSTRUCTION TYPES
ARE POSIBLE. THE ABOVE REQUIREMENTS ARE
FOREMOST MINIMUM REQUIREMENTS.
L- - - - - - - - - - - - - - - - - - - - - - - - - -
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WHEN CONSTRUCTING MODULAR HOUSE
-
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OVER BASEMENT FOUNDATION, EMERGENCY
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EGRESS OPENINGS SHALL BE PROVIDED
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PER IRC REQUIREMENTS.
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CRAWL SPACE MODELS ONLY!
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18' X 24" CRAWL SPACE ACCESS (TYPICAL)
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FOREMOST REQUIRES A 24" X 32' ACCESS I i
WHEN INSTALLING A FOREMOST HEAT PUMP
IN A CRAWL SPACE HOME. I I
(LOCATION MAY VARY) m I
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UNEXCAVATED
CONC SLAB W/
6X6X10W WM @ MID PT
OVER CRUSHED STONE
L --------
FOUNDATION
SCALE: 1/4'=1'-0'
TABLE 404.1.1(1)
PLAIN MASONRY FOUNDATION WALLS
MAXIMUM
PLAIN MASONRYa MINIMUM NOMINAL WALL
UNBALANCED
THICKNESS (INCHES)
MAXIMUM WALL
BACK FILL`
SOIL CLASSES
HEIGHT
HEIGHT
GW, GP, SW,
GM, GC, SM,
SC, MH, ML -CL,
(FEET)
(FEET)
AND SP
SM-SC, AND ML
AND INORGANIC CL
4
6 solids or 8
6 solid° or 8
6 solid' or 8
5
5
6 solids Or8
8
10
4
6 solid' or 8
6 solid' or 8
6 solid" or 8
6
5
6 solids or8
8
10
6
8
10
12
4
6 solid° or 8
8
8
7
5
6 solid° or 8
10
10
6
10
12
10 solids
7
12
10 solidd
12 solids
4
6 solids or8
6 solids or 8
8
5
6 solid° or 8
10
12
8
6
10
12
12 solidd
7
12
12 solids
Footnote e
8
10 solid d
12 solids
Footnote e
4
6 solidd or 8
6 solids or 8
8
5
8
10
12
6
10
12
12 solids
9
7
12
12 solid d
Footnote e
8
12 sold d
Footnote a
Footnote e
g
Footnote a
Footnote a
Footnote e
For SC 1 inch = 25.4mm, 1 foot = 304.8mm, 1 pound per square inch = 6.895 Pa.
a Mortar shall be Type M or S and masonry shall be laid in running bond. Ungrouted hollow masonry units are permitted except where otherwise indicated.
b Soil classes are in accordance 3 with the Unified Soil Classification System. Refer to Table R405.1
Unbalanced back fill height is the difference in height between the exterior finish ground level and the lower of the top of the concrete footing that supports the foundation
wall or the interior finish ground level. Where an interior concrete slab on grade is provided and is in contact with the interior surface of the foundation wall,
measurement of the unbalanced back fill height from the exterior finished ground level to the top of the interior concrete slab is permitted.
d Solid grouted hollow units or solid masonry units.
e Wall construction shall be in accordance with table 404.1.1(2) or a design shall be provided.
1) KEEP EXCESS FILL AWAY FROM HOUSE
2) SHOW PARTITION, WINDOW, AND DOOR LOCATIONS IN BASEMENT FOR LIGHT AND VENTILATION AS REQUIRED BY LOCAL
PERMIT APPLICATIONS,
3) CRAWL SPACE FOUNDATIONS, GROUND SURFACE PROTECTED WITH APPROVED VAPOR BARRIER AND VENTILATION OPNGS..33%
OF UNDER FLOOR AREA.
4) FOUNDATION WALL TO BE INSULATED ACCORDING TO BUILDING CODES. 5) ALL INTERIOR WALL DIMENSIONS GIVEN ARE ROUGH
FRAMING DIMENSIONS. 6) DIMENSIONS GIVEN ARE FOR HOUSE ONLY, ALLOWANCES MUST BE MADE FOR ANY BRICK AND /OR
ADDITIONAL INSULATION ADDED TO THE EXTERIOR OF THE HOUSE. 7) 10" BLOCK IS A MINIMUM SPEC. AS REQ'D. BY FOREMOST.
ACTUAL BLOCK SIZE REO'D, MAY VARY DUE TO SOIL CONDITIONS AND HEIGHT OF UNBALANCED FILL. CONSULT LOCAL BUILDING
AUTHORITY FOR BLOCK SIZE REO'D. 12) MIN. 18' X 24' ACCESS OPNG. REQ'D. ON CRAWL SPACE FOUNDATIONS
5.FOR LOCAL PERMIT APPLICATIONS, ANCHORAGE SHALL BE INSTALLED PER MFG'S. SPECIFICATION CONFORMING TO I.R.C.
BUILDING CODE (AVAILABLE FROM FOREMOST) NO BOLTS! I
9. DO NOT BACK FILL AROUND FOUNDATION UNTIL HOUSE IS SET.
10. SEE CROSS SECTION FOR BASEMENT STAIR DETAILS.
11. SHOW PARTITION, WINDOW, AND DOOR LOCATIONS IN BASEMENT ON THESE PLANS FOR LOCAL PERMIT APPLICATIONS, FOR
LIGHTNENTILATION & EGRESS REQUIREMENTS.
12. THE UNDER -FLOOR SPACE BETWEEN THE BOTTOM OF THE FLOOR JOISTS AND THE EARTH UNDER ANY BUILDING (EXCEPT
SPACE OCCUPIED BY A BASEMENT) SHALL HAVE VENTILATION OPENINGS THROUGH THE FOUNDATION WALLS OR EXTERIOR
WALLS. THE MINIMUM NET AREA OF VENTILATION OPENINGS SHALL NOT BE LESS THAN 1 SQUARE FOOT (.0920 SQ. M.) FOR
EACH150 SQUARE FEET (14 SQ. M.) OF UNDER -FLOOR SPACE AREA. ONE SUCH VENTILATING OPENING SHALL BE WITHIN 3 FEET
OF EACH CORNER. * ALTERNATE NON -VENTED CRAWL SPACE MUST COMPLY WITH IRC R408.3.
13. ALL INTERIOR WALL DIMENSIONS GIVEN ARE ROUGH FRAMING DIMENSIONS.
14. DIMENSIONS GIVEN ARE FOR HOUSE ONLY,.\ ALLOWANCES MUST BE MADE FOR ANY BRICK AND/OR ADDITIONAL INSULATION
ADDED TO THE OVERALL FOUNDATION DIMENSIONS.
15. JACK POSTS AS SHOWN ON FOUNDATION PLAN SUPPORT WOOD GIRDERS. WOOD GIRDERS EXTEND ONTO THE FOUNDATION
WALL WHERE SUPPORT IS REQ'D.. DO NOT LOCATE WINDOWS, DOORS, VENTS, ETC. AT THESE LOCATIONS.
16. REQ'D. FOUNDATION WALL SIZE IS THE RESPONSIBILITY OF FOUNDATION CONTRACTOR AND SHALL MEET THE REQUIREMENTS
OF THE APPLICABLE BUILDING CODE OF THE AUTHORITY HAVING JURISDICTION.
17. MIN. 18" X 24" ACCESS OPENING REQ'D. ON CRAWL SPACE FOUNDATIONS. IF FOREMOST IS INSTALLING A HVAC HEATING
SYSTEM IN A CRAWL SPACE HOME, A 24" X 32' MIN. ACCESS OPENING IS REQUIRED. 18. CUSTOMER'S RESPONSIBILITY TO
FURNISH AND INSTALL HANDRAIL FOR BASEMENT STAIRS
19. ALL PLUMBING LOCATED IN UNCONDITIONED AREAS, SUCH AS CRAWL SPACES OR UNHEATED BASEMENTS,SHALL BE
PROTECTED FROM FREEZING IN ACCORDANCE WITH NATIONAL AND LOCAL CODES. FREEZE PROTECTION IS NOT PROVIDED BY
FOREMOST AND IS THE RESPONSIBILITY OF THE SITE CONTRACTOR.
COLUMN FOOTING SIZE
FOOTING
LOAD
LBS.
POURED IN PLACE
FOOTINGS *
PRECAST FOOTING +
MINIMUM SOIL BEARING
CAPACITY
2,000 PSF
MINIMUM SOIL BEARING
CAPACITY
3,000 PSF
MINIMUM SOIL REARING
CAPACITY
2,000 PSF
MINIMUM SOIL BEARING
CAPACITY
3,000 PSF
A
5,000
24"x24"X12 (NR)
24"x24"x12" (NR)
24"x24"x4 Ys,
24"x24"x4 i2'is)
B
10,000
28"x28"x12"(NR)
24"x24"x1 2" (NR)
24"x24"x4 Y2'i5)
24"x24"x4 345
C
15,000
38"X38"x12"n)
28"X28"x12" (1)
24"x24"x44275)
24"x24"x4%i5)
D
20,000
40"x40"x12" 12)
40"x40"x12" (2)
36"x36"x5"
36"x36"x5"
E
25,000
45"x45"x12" (2)
40"x40"x12" (2)
44'x44"x7" (6)
44"x44"x7" (4)
F
30,000
50"x50"x12"(2)
40"x40"x12" (2)
44"x44"x7" t6)
44"x44"x7" (4)
G
35,000
54"x54"x1213)
44"x44"x12" (2)
44"x44"x7" (6)
44"x44"x7" (4)
H
40,000
56"x56"x12°(3)
45"x45"x12" (2)
44"x44"x7" (6)
44"x44"x7" (4)
MINIMUM SOIL BEARING CONDITIONS TO BE DETERMINED BY CUSTOMER OR CUSTOMER'S AGENT
POURED -IN -PLACE GONG- FOOTINGS ARE BASED ON 2500 PSI CONCRETE MIN.
+ PRECAST LONG. FOOTINGS ARE BASED ON 5000 PSI CONCRETE MIN.
NR = REBAR NOT REQUIRED
1) 345 REBAR EACH WAY
2)4-05 DEBAR EACH WAY NOTE: BEAM LENGTHS SHOWN ARE BASED ON A 10" FOUNDATION WALL
3) 545 REBAR EACH WAY WITH BEAM BEARING ON WALL 6'
416' CRUSHED STONE BENEATH.
5) 8' CRUSHED STONE BENEATH NO FOUNDATION WORK, FOOTINGS, STEEL BEAMS,
6)12' CRUSHED STONE BENEATH OR SUPPORT COLUMNS SHOWN ON THIS SHEET ARE NOTE:
SUPPLIED BY FOREMOST. I PRESS
FOREMOST DOES NOT ANCHOR BEAMS TO FOUNDATION ATTAC
OR HOUSE TO STEEL BEAM INIcnAI
SPACING TO
BE PER MFGS.
SPECIFICATION
AND APPROVED
BY LOCAL
JURISDICTION
12" MAX.
NOTE:
FROM
ONE LEG OF STRAP TO
CORNER
BE WRAPPED TO OUTSIDE
OF PLATE & ONE STRAP
TO BE WRAPPED TO THE
INSIDE OF PLATE.
ISOMETRIC VIEW
BY FOREMOST)
SECTION VIEW
ANCHOR CLIP INSTALLATION
0
N
7'-10 z' 10'A32"
4mHLflhwhl
22'-7X' 5 _
BATH
I DINING ft r_ \
ri
KITCHEN �
22'7" x 13'2" / 2/4-6/8
\ z // 50 BIFOLD
- - - - - - - - - - - LAUNDRYThc
JIuv16'-734"
LIVING ROOM
16'8" x 132"
3056 T VIN
7'-6" 1010'
0
M
BEDROOM
101611 x 9'8"
10'-6)4"
PORCH (OPT.)
8'7" x 6'0"
8'-4y" --1
44'-0"
N �\
10'-0"
3d49
MAST. BED
12'0" x 13'2"
11-113/2'
BEDROOM
9'8"x13'2"
356 356
2' 10'-&" 6'-0"
21-5%"
FIRST FLOOR PLAN
SCALE: 1,/4"=1'-0"
C
F.-
9
0
00
N
NOTE:
1) SECOND FLOOR PLAN FINISHED BY OTHERS AND MUST
MEET NATIONAL AND LOCAL BUILDING CODES.
2) ROUGH -IN PLUMBING SUPPLIED TO SECOND FLOOR
'STUBBED UP' ATONE LOCATION ONLY, NOT TO FIXTURE
LOCATION. PLUMBING TO ALL FIXTURES MUST BE
SUPPLIED AND INSTALLED BY CUSTOMER OR CUSTOMER'S
CONTRACTOR. ALL PLUMBING MUST BE PROTECTED FROM
FREEZE BY CUSTOMER OR CUSTOMER'S CONTRACTOR.
3) DORMERS ARE OPTIONAL.
4) LIGHT, VENTILATION, AND EGRESS REQUIREMENTS MUST
MEET NATIONAL AND LOCAL CODES.
DOOR & WINDOW NOTES
1 FOR EGRESS WINDOWS, THE MINIMUM WIDTH OF CLEAR OPENING SHALL BE 20'
2. FOR EGRESS WINDOWS, THE MINIMUM WIDTH OF CLEAR OPENING SHALL BE 24".
3. WINDOW AREA OF HABITABLE SPACE (LIVING, DINING, INCLUDING KITCHEN DINING
IF NO OTHER DINING & SLEEPING SPACE) SHALL BE 8% OF FLOOR AREA FOR
NATURAL LIGHT WITH 4% OPENING FOR VENTILATION MINIMUM. IF NOT VENTED
MECHANICALLY TO EXTERIOR, BATHROOMS AND TOILET ROOMS SHALL HAVE A
MINIMUM OPENABLE AREA OF 1 1/2 SQ. FT.. 3 SQ. FT- FOR KITCHENETTES &
KITCHENS (60 SQ. FT. OR MORE SHALL HAVE 4% OF AREA OPENING FOR MINIMUM
VENTILATION.
DOOR SCHEDULE
NO.1
SIZE
ROUGH OPENING
TYPE
EXTERIOR DOORS
El
2/8X6/8
341/2'X821/2"
BLANK/9-LITE/FIRE CODE
E2
3/0X6/8
381/2'X821/2'
BLANK/9-LITE%FIRE CODE
E3
3/0X6/8
64 1/2" X 96 1/2'
W/14' SIDELITES
INTERIOR DOORS
11
2/0X6/8
26 1/2" X 82 1/2"
RAISED PANEL / HOLLOW CORE
12
2/6X6/8
32 1/2" X 82 1/2"
RAISED PANEL / HOLLOW CORE
13
4/0 B.F
50'X821/2'
RAISED.PANEL/HOLLOW CORE
14
5/0 B.F.
62" X 82 1/2"
RAISED PANEL / HOLLOW CORE
CASED OPENINGS
ANDERSEN 200/400 SERIES
WINDOW SCHEDULE
NO
UNIT NO.
SERIES
ROUGH
OPENING
SQ. FT.
TYPE
EGRESS WIN.
CLR. OPG. SF
LIGHT VENT
W1
2836
200
32' X42'
5.91
3.56
DOUBLE HUNG
-
W2
3049
200
36' X57'
9.91
576
DOUBLE HUNG
5.76
W3
3056
200
36'X78'
11.75
6.77
DOUBLE HUNG
6.77
4
C45 BOW
400
971/2'X62
16.6
BOW
-
BAY WINDOW OPTION
WINDOW SILL HEIGHTS MEET IRC REQUIREMENTS WHEN FINISHED GRADE IS36'OR LESS
FROM TOP OF FOUNDATION WALL. IF EXTERIOR GRADING EXCEEDS 36" TO TOP OF
FOUNDATION WALL, WINDOW GUARDS CONFORMING TO IRC MAY NEED TO BE
INSTALLED TO OBTAIN LOCAL CERTIFICATE OF OCCUPANCY. FOREMOST DOES NOT
PROVIDE WINDOW GUARDS.
WHEN LOCATED ON THE 2ND FLOOR OF TWO STORY HOMES, THESE WINDOWS ARE SUPPLIED
WITH WINDOW GUARDS TO MEET IRC SILL HGHT. REQUIREMENTS.
GENERAL NOTES:
1. BATH FAN OUTPUT --00 CFM. KITCHEN EXHAUST FAN 180 CFM.
2. SAFETY GLASS OR THE INSTALLATION OF A HORIZONTAL
MEMBER SHALL BE USED IF GLASS IS LESS THAN 18' A.F.F.
AND EXCEEDS 9 SQ. FT. OF AREA.
3. CERTIFICATION LABELS WILL BE LOCATED UNDER IN THE
KITCHEN UNDER THE SINK (CABINET).
4. ALL STAIR HANDRAILS SHALL BE INSTALLED AT 34' MIN. -36'
MAX.
5. VENTILATION OF ATTIC SPACE IS PROVIDED BY A COMBINATIO
OF EAVE AND RIDGE VENTS. THE MIN. NET FREE VENTILATIOP
AREA SHALL BE 1/300 OF THE AREA OF THE SPACE VENTILATE
6. INDIVIDUAL COMPONENTS IN WHOLE SUCH AS STRUCTURAL
SYSTEMS, LIVING ROOMS, DENS, BEDROOMS, CLOTHES, LINE(
GUEST, OR PANTRY CLOSETS, UTILITY AREAS, BATHS,
KITCHENS, GARAGES, ETC. MAY BE INTEGRATED WITH ANY
FLOOR PLAN. THEY MAY BE ROTATED 90 DEGREES AND/OR
REVERSED IN ANY DIRECTION.
7. FOR ALL STATES, EACH DWELLING UNIT SHALL CONTAIN AT
LEAST ONE HABITABLE SPACE WITH A 150 SQ. FT. MIN.
SLEEPING SPACE SHALL NOT BE LESS THAN 80 SQ. FT. MIN.
WITH A7'-0' MIN. LENGTH IN ANY DIRECTION. KITCHEN SHALT
HAVE NOT LESS THAN 50 SQ. FT. OF FLOOR AREA.
9. DO NOT BACK FILL AROUND FOUNDATION UNTIL HOUSE IS SE
10 SEE CROSS SECTION FOR BASEMENT STAIR DETAILS.
11. SHOW PARTITION, WINDOW, AND DOOR LOCATIONS IN
BASEMENT ON THESE PLANS FOR LOCAL PERMIT
APPLICATIONS, FOR LIGHTNENTILATION & EGRESS
REQUIREMENTS.
12. THE UNDER -FLOOR SPACE BETWEEN THE BOTTOM OF THE
FLOOR JOISTS AND THE EARTH UNDER ANY BUILDING
(EXCEPT SPACE OCCUPIED BY A BASEMENT) SHALL HAVE
VENTILATION OPENINGS THROUGH THE FOUNDATION WALLS
OR EXTERIOR WALLS. THE MINIMUM NET AREA OF
VENTILATION OPENINGS SHALL NOT BE LESS THAN 1 SQUARE
FOOT (.0920 SQ. M.) FOR EACH150 SQUARE FEET (14 SQ. M.) OI
UNDER -FLOOR SPACE AREA. ONE SUCH VENTILATING OPENIN(
SHALL BE WITHIN 3 FEET OF EACH CORNER.. ALTERNATE
NON -VENTED CRAWL SPACE MUST COMPLY WITH IRC R408.3.
13. ALL INTERIOR WALL DIMENSIONS GIVEN ARE ROUGH
FRAMING DIMENSIONS.
14. DIMENSIONS GIVEN ARE FOR HOUSE ONLY,.\ ALLOWANCES
MUST BE MADE FOR ANY BRICK AND/OR ADDITIONAL
INSULATION ADDED TO THE OVERALL FOUNDATION
DIMENSIONS.
1.5. JACK POSTS AS SHOWN ON FOUNDATION PLAN SUPPORT
WOOD GIRDERS. WOOD GIRDERS EXTEND ONTO THE
FOUNDATION WALL WHERE SUPPORT IS REQ'D.. DO NOT
LOCATE WINDOWS, DOORS, VENTS, ETC. AT THESE
LOCATIONS.
16. REQ'D. FOUNDATION WALL SIZE IS THE RESPONSIBILITY OF
FOUNDATION CONTRACTOR AND SHALL MEET THE
REQUIREMENTS OF THE APPLICABLE BUILDING CODE OF THE
AUTHORITY HAVING JURISDICTION.
17. MIN. 18' X 24' ACCESS OPENING REQ'D. ON CRAWL SPACE
FOUNDATIONS. IF FOREMOST IS INSTALLING A HVAC HEATIN€
SYSTEM IN A CRAWL SPACE HOME, A 24' X 32' MIN, ACCESS
OPENING IS REQUIRED. 18. CUSTOMER'S RESPONSIBILITY TO
FURNISH AND INSTALL HANDRAIL FOR. BASEMENT STAIRS.
19. ALL PLUMBING LOCATED IN UNCONDITIONED AREAS, SUCH A
CRAWL SPACES OR UNHEATED BASEMENTS,SHALL BE
PROTECTED FROM FREEZING IN ACCORDANCE WITH NATIONA
AND LOCAL CODES. FREEZE PROTECTION IS NOT PROVIDED B'
FOREMOST AND IS THE RESPONSIBILITY OF THE SITE
CONTRACTOR.
•FOREMOST INDUSTRIES INC.
innovations in modular HOUSING
2375 Buchanan Trail West Greencastle, PA 17225 Ph:(717) 597-7166
DPC DATE REVISION 61 OPIE
DWN. 5/72110
3/4' SUBFLOOR & 192' FLOOR TRUSS TY 02/15
CKD.:
APP. AS NOTED
FLOOR PLAN
FOREMOST 2 -SECTION
28' WIDE/RANCHER
Nom..ORBP'd,aga cn.mra„e
Fr -1232 BREWER
DING. W. ii1E NV.£- GNce:
Fl -1232 Fl -1232 BEDFOR.
o =FASTENER NEAR FACE
• =FASTENER FAR FACE
�Y4 Ir1%'X9"LVL
V GIRDERS
9Y4" FLOOR] }
__
TRUSS- J
3/8' THROUGH BOLTS
2X4 LEDGER
MIN. @48 O -C.
1/4" LEVELING
FIRESTOP AS REO'D.
LOCK
I 3/4"x4" PLYWOOD W/
BACKED JOINTS
i
"-STEEL JACKPOST W/ 4)
1/4"X1 1/2" LAG BOLTS
"DETAIL "A"
SCALE: 1"=1'-O'
NOTE:
THE METAL PLATE CONNECTED WOOD ROOF TRUSS SHOWN
ON THIS DRAWING MAY HAVE BB NAILING REQUIREMENTS
REPLACED BY 16 GAUGE 7/16'X 1 1/2'STAPLES, PROVIDED
THAT TWICE AS MANY STAPLES ARE USED AS SPECIFIED, THE
STAPLE SPACING IS AT LEAST ONE-HALF THE MINIMUM NAIL
SPACING SPECIFIED, AND THE PLYWOOD OR OSB SPECIFIED
TO BE CONNECTED IS NO THICKER THAN 12'.
O # OF Rd NAILS PER MEMBER
INSULATION
BAFFLE TYP.
2-1
TX 62 X 2-B' '
6'w a2< CAB
TO FACE W/
ALUM. DRIP
3 ROWS)101) NAILS
OR a116GA
EDGE
7116'X1 i2'
1 3/4" LVL RIM
$TAPLES.6'APARTTYP
VENT
P.T. 2 X 10 SILL PLAT
JOIST
1 X 6 FASCIA
(2) 8d NAILS
BOARD
(RIDGE
BY OTHERS
LUM. FASCIA CAP
0
00
ANCHOR STRAPS
FOUNDATIO
VENTED VINYL
+ +
+o
BY OTHERS
BY OTHERS
SOFFIT
u
o + + + +
ALUM. FRIEZE
o 0
MOULD
"DETAIL "B" SCALE: 1 "=1'-O"
PRE-ENGINEERED ROOF
TRUSS SYSTEM
TRUSS NO. RH 16
AS DESIGNED BY MITEK INDUSTRIES
• =FASTENER NEAR FACE
• =FASTENER FAR FACE
12' (R281 FIBERGLASS
INSULATION
7/16 OSB
SHEATHING
6' IR-19) FIBERGLASS INSULATION
AIR INFILTRATION BARRIER
2 MIL POLY VAPOR BARRIER
2 X 6 STUDS @ I6 O.C.
12' DRYWALL
VINYL HORIZONTAL LAP
SIDING
GAADE--�._
00
PARGING W) WATERPROOF N'
COATING BELOW GRADE N. I
4' FOOTER DRAIN
PRE-ENGINEERED FLSS
0 19 2' 0C. TYPICAL
2X 1016 OC AT SPECIAL
FRAMING LOCATIONS
FOUNDATION BY OTHERS
SEE FOUNDATION PLAN FOR
BLOCK SIZE AS REO'D. BY
FOREMOST CHECK LOCAL CODES
FOR BLOCK SIZE REO'D. BY
LOCAL AUTHORITY.
NOTE:
JACKPOSTS AS SHOWN, SUPPORT
WOOD GIRDERS. WOOD GIRDERS
EXTEND ONTO FOUNDATION WALES
WHERE SUPPORT IS REDO.. DO
NOT LOCATE DOORS. WINDOWS.
VENTS. ETC., AT THESE LOCATIONS
FOOTING SIZE TO BE �- 4' CRUSHED STONE
DETERMINED BASED ON SOIL ,}'
BEARING CAPACITY TY D
FOUNDATION WALL SIZE AND
IN COMPLIANCE WITH LOCAL
JURISDICTION.
( EXISTING CMU WALL)
CMU BLOCK WALL ( SEE FOUDATION
PLAN FOR LOCATION)
BARRIER
4' CONC. SLAB
DETAIL
RIDGE VENT
CLIP
"DETAIL "C" SCALE: 1 "=1'-0"
12' D.S.B. SHEATHING
3104 FIBERGLASS SHINGLES
154 ROOF FELT
12
2X4 LATERAL
BRACING
12' DRYWALL OVER
12' X 6' PLYWOOD LATH
\ O
- 2 X &STUDS @16'O.C.
12' DRYV�ALL
N
N
N
N
N
DETAIL,\ 3/4'T&G SUBFLOOR
N
BASEMENT STAIRS PROVIDED
BY OWNER BASE ON EXISTING
FOUNDATION CONDITIONS
FOOTING FOR BRNG WALL
(SEE FOUNDATION PLAN)
CHECK LOCAL CODES AND SOIL
BEARING CONDITIONS FOR SIZE.
CROSS-SECTION
SCALE: 3/S'=1'-0'
AND
9'
"DETAIL "D" SCALE: 1"=1'-0"
ALL ROOF WORK ABOVE
THIS LINE IS INSTALLED
IN THE FIELD BY
FOREMOST AND IS SUBJECT
TO LOCAL INSPECTION
SEE DETAIL'C
SEE DETAIL
�37
NOTE
ALL W
LINE I:
FIELD'
GI
IFE
FOREMOST INDUSTRIES INC.
innovations in modular HOUSING
2375 Buchanan Trail West Greencastle, PA 17225 Ph:(711) 597-7166
DPG DATE: "EVISI°" "r DAT
DWN. 5/12/10
3/4SUBFLOOR & 19.2' FLOOR TRUSS TV 02/19
CKD. :C,ALE
--
APP. AS NOTED
1111£:
CROSS SECTION
NOTE: I° FOREMOST 2 -SECTION
PRESSURE TREATED SILL PLATE COMES I 28' WIDE / RANCHER
ATTACHED TO HOUSE. DO NOT Man" o"r wc1 : IT,flame
INSTALL ADDITIONAL SILL PLATE ON FI-1232 BREWER
FOUNDATION. a+vG_"°. FIEF mac:_
'7-7-16