HomeMy WebLinkAbout920613 CONSTRUCTION PLAN,
SYMBOLS
IjU DUPLEX RECEPTACLE 12U V.
FLUORWITN2ESCEUW lU
ESE
dlb SINGLE RECEPTACLE 240 V.
e--HANDICAP DIRECTIONAI. SIGNS
INCALIDE5CENT LIGHT
EXIT SIGNS
{ VAIN 1- 60 W. BULB
VENT FAIT
[] JUNCTION Box
COMB- VENT FAN k LIGIIT
V TELEPHONE JACK
SUPPLY AIR REGISTER-(o Xlo
ty SVATCII h 3 WAY
V EMERGENCY LIGHT WITH
FLOOD LIGHT 2-15OW BULBS
I_-J BATTERY BACKUP
FLORIDA HANDICAPPED ACCESSIBILITY NOTES
1. THE MAIN ENTRANCE DOOR, DOORS TO ACCESSIBLE RESTROOMS AND TOILET ROOMS,
AND ALL DOORS ON ACCESSIBLE ROUTES TO PUBLIC -USE, EMPLOYEE -USE, AND
COMMON -USE SPACES SHALL HAVE LEVER, PUSH -TYPE, OR U-SHAPED HANDLES.
2. ALL DOORS SHALL BE OPENABLE BY A SINGLE EFFORT_ THE MAXIMUM FORCE REQUIRED
TO OPEN A DOOR SHALL NOT EXCEED 8.5 LEIS. FOR EXTERIOR SWINGING DOORS AND
5 LBS. FOR ALL SLIDING, FOLDING, AND INTERIOR SWINGING DOORS.
3. ALL FLOOR FINISH MATERIALS SHALL BE SLIP -RESISTANT.
4. SWITCHES AND CONTROLS FOR LIGHT, HEAT, VENTILATION, WINDOWS, AND ALL
OTHER CONTROLS OF FREQUENT AND ESSENTIAL USE, SHALL BE PLACED BETWEEN 42"
AND 52' FROM THE FLOOR. WALL RECEPTACLES SHALL BE MOUNTED NO LESS THAN
15" ABOVE THE FLOOR.
5. WHERE WARNING SIGNALS ARE USED, AUDIBLE SIGNALS SHALL BE ACCOMPANIED BY
VISUAL SIGNALS, AND VISUAL SIGNALS SHALL BE ACCOMPANIED BY AUDIBLE SIGNALS.
6. HOT WATER AND DRAIN PIPES UNDER ACCESSIBLE LAVATORIES OR SINKS SHALL BE
INSULATED OR OTHERWISE PROTECTED. THERE SHALL BE NO SHARP OR ABRASIVE
SURFACES UNDER LAVATORIES OR SINKS.
7. TOILET STALL. DOORS SHALL BE THE SELF -CLOSING TYPE.
8. ACCESSIIILE LAVATORIES SHALL HAVE LEVER OPERATED FAUCETS AND SHALL BE 28"
TO 34" CLEAR FROM FLOOR TO BOTTOM OF APRON.
9. A TOWEL DISPENSER SHALL BE LOCATED ADJACENT TO ALL ACCESSIBLE LAVATORIES.
10. ACCESSIBLE WATER CLOSETS SHALL BE 19" TO 20" FROM FLOOR TO 'TOP Of' SEAT_
IL. WATER CLOSET GRAB BARS SHALL BE 24" LONG CENTERED AT THE LEADING EDGE OF
THE WATER CLOSET, LOCATED 33" FROM FLOOR TO TOP OF RAIL WITH 1/2- MAX.
VARIATION, 1-1/2" OUTSIDE DIAMETER, 1-1/2" CLEARANCE BETWEEN THE RAIL AND
THE WALL.
12. REQUIRED WATER FOUNTAINS SHALL BE ACCESSIBLE AND SHALL HAVE UPFRONT SPOUTS
AND EITHER HAND -OPERATED OR HAND -AND -FOOT -OPERATED CONTROLS.
13. ACCESSIBLE URINALS SHALL BE STALL TYPE OR WALL HUNG WITH AN ELONGATED RIM
AT A MAXIMUM OF 17" ABOVE THE FLOOR.
'GENERAL NOTES: FL
I. HANDICAP ACCESS TO BUILDING IS
FIELD BUILT, DESIGNED BY OTHERS,
AND SUBJECT TO LOCAL JURISDICTION.
2. CUSTOMER ASSUMES ALL RESPONSIBILITY
FOR DRINKING WATER FACILITIES WHEN
NOT SHOWN ON FLOOR PLAN.
1. ALL WINDOWS WITHIN 12 INCHES OF
DOORS, AND ALI, GLAZING IN DOORS
SHALL BE SAFETY GLASS, TEMPERED -
CLASS OR ACRYLIC PLASTIC SHEET.
4. FLOOR DESIGN LIVE LOAD - 50 PSF.
5. MAXIMUM WIND SPEED - 110 MPH.
6. OCCUPANCY IS BUSINESS. i
7. OCCUPANT LOAD IS BASED ON 1 PERSON 1
PER 100 SQUARE FEET OF FLOOR AREA
ELECTRICAL PANEL
SIZING
ELECTRICAL PANEL
SIZING
_
E LEC I RILL-
SCHEDU
L --
DESCRIPTION
KVA
DESCRIPTION \,2
KVA
CfRCUIT
NOMENCLATURE
BREAKER (AMPS)
WIRE
(cv
GENERAL_ LIGHTING
0035 KW/SF X 584 SF X 1.25=
Jo REI;EPTS ® 180VA/1000=
WATER HEATER 1.9 KW X 1.25=
_=FANS ® .3KW X 1.25=
HVAC
OTHER
TOTAL_L4•q Kw
TOTAL/240 X 1000=_6o2.L-Ae4P
INSTALL�oo_�4MP PANEL
120/240 V 10
- 2'
I 6 -
_
-- __
lo• 5 _.._
_
GENERAL LIGHTING
.0035 KW/SF X 504 SF X 1.25=
JaLRECEPTS ® 180VA/1000=
WATER HEATER 1.9 KW X 1.25=
-1-FANS ® .3KW X 1.25=
HVAC
OTHER
TOTAL.-1$.--?,-KW
TOTAL/240 X 1000=_ZSrb-AMP
INSTALL to --AMP PANEL
120/240 V 10
_ Z.3 -_
_0_4_
lo. S
1A, 15
HVA.c
OOA
6-? w/No. g CaRD.
2F3
WATER HEATER
20A (I -POLE)
IZ-2 (NM)
2A,3B
LIGHTING
I
142 (NH)
�a4,�}A'i8S
RECGPTS
20,4, (1-JbLE
12-2 (NM)
ELECTRICAL NOTES: NEC
1. INCANDESCENT AND FLUORESCENT
LIGHTS LOCATED IN CLOSETS MUST
BE AT LFAST 18 INCHES AND 6
INCHES, RESPECTIVELY FROM
COMBUSTIBLE MATERIALS IN AN AREA
EXTENDING FROM THE CEILING TO THE.
FLOOR ON ALL SIDES OF THE LIGHT.
2. ALL CIRCUITS CROSSING OVER MODULE
MATING LINE(S) SHALL BE SITE
CONNECTED IN APPROVED ACCESSIBLE
JUNCTION BOXES.
3. THE MAIN ELECTRICAL. PANEL AND
FEEDERS ARE SITE INSTALLED BY
OTRFRS AND SUBJECT TO LOCAL, CODE
JURISDICTION.
I G}_2S_9L> _r'lanNu. 157E-g13
Approved By,KENNET_H A. GODFREY
1`4odUlar El Id Plans EXam1AW
FIc!ndB (.ert,t care No 009 7) (y 6gA1, W-M 14Ttt-
/� I_9 Kv</ NAIKC 12Uv. I11, G
20 5i: '04" (IrAB-EAV6033'AFF. L IOOA ✓I EL j'L lC' V
1
Zx� PLUMl3ln w�L� 'LIJ/1f;UJ I p-
; 1 .'3 S iM
2.8 33-2/8 3'x7'mrlMc�ASs 2�i 4/' g-(o 2
(S AFEL'I ULAZC-DJ \ '
I'T/�- 'I
NOL1-LIT
8. ALL STEEL. STRAP$ REFERENCED ON j 38
FLOOR PLAN SHALL, BE 1-1/2 INCH X
30 GA. WITH 7 - 16 GA. X 7/16
INCH CROWN X 1-1./8 INCH STAPLES
EACH END OF STRAP, OR EQUIVALENT,
FROM RIDGE. BEAM TO COLUMN AND -
COLUMN TO FLOOR.
9. INTRRIOR DOORS SHALL DE UNDERCUT =•.
1-1./2 INCITES ABOVE FINISHED FLOOR 313
FOR AIR RETURN_
10. ALI, SUPPLY AIR REGISTERS SHALL BE
& TNCHES X '10 INCUES ADJUST-
ABLE, WITH 0 1NCIIRS X I(v INCHES {{�
(INSIDE) X 5%e INCH OVERTI` AD �A13
FIBERGLASS DUCT,
LT. PORTABLE FIRE EXTINGUISHER(S) "✓ "-" -
SHALT, HH INSTALLED BY OTHERS, PER ��L3
NFPA 10, AND SUBJECT TO LOCAL
JURISDICTION. Z-2X4 SPI- #Z Ww/ Z
STch=L ST2h P5
PLUMBING NOTES: SBC
2A \
1. TOILETS SHALL BE ELONGATED WITH
NON -ABSORBENT OPEN FRONT SEATS.
2. RESTROOM WALLS SHALL BE COVERED - - -
WITH NON -ABSORBENT MATERIAL TO Ar®-
HEIGHT OF 48' A.F.F.
3. RESTROOM VENT FANS SHALL PROVIDE-
2 CFM MINIMUM PER SQUARE FOOT OF
RESTROOM FLOOR AREA.
4. ALL PLUMBING FIXTURES SHALL RAVE ! 2a
SEPARATE SHUT-OFF VALVES.
5. WATER HEATER SHALL HAVE SAFETY
PAN WITH 1 INCH DRAIN TO
cLE
h1 2c.Xdo = D "Z6-X14 r,,A [a{ZILL£ 7l+1ZLI4rlALL 1 g
c9FM
V) Ell3"VTR 3B
I IS
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CO
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3Ei
\ 2-zX4 S?r-Vr-z w 2 srFF f9Y, W KIA 641LLE5
STRAP5 I f-F'RU t�ooRS -
ST-VA SPF-4ZW/4 STEEL I M Z-ZX4 SPF•Sk2 j�
4 - ZX A SPF #I z W/5 STEEL 22 S - w% STET L STRn PS
5T"Ps,EACN HALF of 7E ZINC
3Cox90 F7 I I I-i 3lrnr7b
EXTERIOR, T 6 P RELIEF VALVE
WITH DRAIN TO EXTERIOR, AND A
SHUT-OFF VALVE WITHIN 3 FEET ON
THE COLD WATER SUPPLY LINE.
6. DWV SYSTEM SHALL BE EITHER ABS OR Z�} XS3-S,clz I Lsl"-
PVC - DWV. (TYP1GAL)7, WATER SUPPLY LINES SHALL BEPOLYBUTYLEi7E OR COPPER; WHEN dA,3I NPOLYBUTYLENE SUPPLY LINES ARE(�
INSTALLED THE MAXIMUM WATER
BEATER TEMPERATURE SETTING SHALL
BE 180' F.
8. WATER CLOSETS ARE TANK TYPE AND
URINALS ARE FLUSH TANK TYPE
UNLESS OTHERWISE SPECIFIED.
it
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Z-ZX4 spi-IFt Z V.,/Z STEEL
STRAPS
Z-2X4 SPF# Z W/Z
STEEL ST2AP5 -
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3'x�'cor1M[yLAss Iql I h I,�y�� I
STEEL STRA P, T1-1
SIDES OF OPELING
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IS'7R_ sal
REV"6167N8 BY
A,7ENCY APPROVAL
nese prints comply with the
'lorida Manufactured Building
Act of 1979 Construction Code,
+nd adhere to the following
riteria:
Const. Type _7y-,__
Occupancy
Allowable No,
of FLoo�s 1
Wind Veloc,ty
Fire Rating of
EXt. Walls o _
Plan No, 1578-813
Allow. Floor Load So
Approval Date 42S•90
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CHECKED
DATE
AIL Ic),I,�riO
SCALE
114, =1 , ON
JOB ND.
SHH- ZZ340 a
SHEET
OF SHEETS
I
A
A
a
w
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A
•
8_0" MAX. TYP.
B I�t,_�
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SEE FLOOR PLAN FOR LENGTH
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NOTES:
1. FOUNDATION PLAN IS SHOWN AS A TYPICAL STANDARD FOR REFERENCE ONLY
FOUNDATION PLAN ABOVE INDICATES MINIMUM PIER REQUIREMENTS TO RESIST
GRAVITY LOADS. ACTUAL FOUNDATION CONSTRUCTION AND INSTALLATION IS
SUBJECT TO LOCAL CODES AND INSPECTION.
2. T1E-DOWN STRAPS TO BE 1-1/4' x .035' GALVANIZED STEEL QQS-781-H
TYPE-1 FINISH-B GRADE-1. TIE -DOWN STRAPS AND CONNECTING. HARDWARE
TO HAVE 4,725# MINIMUM ULTIMATE CAPACITY.
0
� 3. MINUTE MAN ANCHORS TO HAVE 6,200J/ ULTIMATE CAPACITY.
N4. THE FIRST TIE -DOWN STRAP FROM ENDWALLS SHALL NOT EXCEED 1/2 THE
m MAXIMUM SPACING INDICATED.
r-,
C7
l - J
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L - J
I
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CJ
L - J
N - I REFERENCE POINT -A- SEE NOTE 8
MARRIAGE LINE
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I .
NOTES:
5. ALL PIERS SHALL BE 8'x8"X16' CONCRETE BLOCKS ON DOUBLE 16"x4"x16" SOLID
CONCRETE PADS EXCEPT AS OTHERWISE NOTED ON FOUNDATION PLAN. DEPTH AND
THICKNESS OF PADS SHALL BE PER LOCAL CODE REQUIREMENTS.
6. MINIMUM SOIL BEARING CAPACITY 3',000 PSF. CONCRETE COMPRESSIVE STRENGTH
2,500 PSI, AT 28 DAYS. '
7. FRAME TIEDOWNS AND UPLIFT WIND ANCHORAGE DESIGNED BY OTHERS, AND SITE
INSTALLED PER LOCAL CODE REQUIREMENTS.
NITCN
ENA q
NOTES:
8. STARTING AT REFERENCE POINT -A- LOCATE PIERS UNDER MARRIAGE WALL
CENTERLINE AT
DIMENSIONS GIVEN ARE TO CENTERLINE OF PIERS.
x8'x16' CONCRETE BLOCK
FOOTING - 2- 16"x16"x4' SOLID
CONCRETE PADS
TYPICAL - PIER AND PAD DETAIL
DIMFN InN�
A MODULE
B PIER TO
c STEEL BEAM
WIDTH
MODULE EDGE
SPACING
22 1/4'
75 1/2'
32 1/4"
75 1/2"
13'-8'
34 1/4"
95 1/2"
EXTERIOR SIDEWALL
SIDEWALL TIE -DOWN STRAP
AT 8'-0' OR 16'-0' O.C.
(TYPICAL)
18" MINIMUM, 34" MAXIMUM
TO FINISH GRADE
_SECTION A -A
SPACE MASTER MANUFACTURING, INC.
TAVARES, FLORIDA
28114 COUNTY ROAD 561 TAVARES, FL 32778_
1627 SOUTH MYRTLE AVENUE
CLEARWATER, FLORIDA 34616
rx
DATE: 4 • 24 .9 D
SMM - 223� �B
SCALE -NTS-
CODES: SBC, FL REVISIONS: SHEET
SEALS: HWC, FL.
TYPICAL FOUNDATION PLAN JOB
157 NO. 2 OF '�
s7a—sl3/j �
4,2
FULL LENGTH FILLET WELDS
ON ONE SIDE OF ALL FLANGES & WEBS
12 CA. WTRIGCERS� � 1 1/2' FOR 10'M 2' WIDE UNITS
FOR 14' WIDE UNITS
2' FOR 10'&12' WIDE UNITS
TS \
7 1 3" FOR 14' WIDE UNITS 7' FOR 1'& 2' WIDE UNITS
-L 9' FOR 14' WIOE UNITS
22" FOR 10' WIDE UNITS
3Y FOR 12' WIDE UNITS 1 1/2- FOR 10'&12' WADE UNITS
34' FOR 14' WIDE UNITS 2' FOR 14' WOE UNITS
1 1/4- FOR 10'&12' WIDE UNITS —-------
1 1/8" FOR 14' WADE UNITS 12 GA. CROSSMEMBERS
(TO BE LOCATED OPPOSITE OUTRIGGERS AS SHOWN) OUTRIGGER SECTION
CROSSMEMBER SECTION
3.1 SQUARE FEET NET FREE AREA OF ATTIC VENTILATION
TO BE PROVIDED BY GABLE AND OR ROOF VENTS.
SEE GENERAL NOTES FOR COILING DUCT SPECIFICATIONS
RIM MEMBER 1x3 SPF#3 MINIMUM
30 GA. X 1-1/2' STEEL STRAP FROM --
TRUSS TO WALL STUD O 16" O.C. WITH
7- 16 GA. X 1' STAPLES PER STRAP
END. (TYPICAL SIDEWALLS)
CRIPPLE STUDS 2x4 SPF#2 AT 16' O.C.
2x HEADER PER APPROVED -----
STRUCTURAL PACKAGE
CRIPPLE STUDS 20 SPF#2 AT 16' O.0
5/8" PLYWOOD, STURD-I-FLOOR
EXP.-1, 20' O.C.
BOTTOM PLATE 2x4 SPF#3 ----------
30 GA. X 1-1/2' STEEL STRAP FROM WALL
STUD TO FLOOR JOIST AT OPENING STUDS AND
16' O.C. WITH 7- 16 GA. X 1" STAPLES PER
STRAP END.
(TYPICAL SIDEWALLS & ENDWALLS)
2- 3/8' X 2- 1/2" LAG SCREWS THROUGH -
FLANGE INTO JOIST AT EACH OUTRIGGER
(TYPICAL)
OUTRIGGER AND CROSSMEMBER ----- --- —
SPACING 4800.C. MAXIMUM
LISTED TRUSSES AT 16' O.C. -- ---�
LISTED ROOF TRUSS DESIGN LOADS;
LIVE LOAD 20 PSF TOP CHORD
DEAD LOAD 6 PSF TOP CHORD
DEAD LOAD 4 PSF BOTTOM CHORD
CEILING INTERIOR FINISH
�— SINGLE TOP PLATE 2x4
SPF#2 (LISTED TRUSSES
MUST BE LOCATED DIRECTLY
OVER WALL STUDS)
i TYPICAL WINDOW, SEE FLOOR
PLAN FOR SPECIFICATIONS
SILL PLATE 2x4 SPFA')
48" TYPICAL
RIDGE BEAM CONSTRUCTION
2 LAYERS 23/32- X 24' PLYWOOD, RATED SHEATHING, EXPOSURE 1, 48/24
EACH HALF CONTINUOUS ENTIRE LENGTH OF BUILDING.
NOTES:
1. PLYWOOD FACE GRAIN MUST BE PARALLEL TO THE RIDGE BEAM SPAN.
2. ALL PLYWOOD BUTT JOINTS MUST BE STAGGERED 24" MINIMUM.
3. ALL RIDGE BEAM PLYWOOD LAMINATIONS MUST BE THE SAME DEPTH, THICKNESS, AND GRADE
OF PLYWOOD. NO LUMBER OR PLYWOOD FLANGES ARE PERMITTED.
4. PLYWOOD MUST BE MANUFACTURED IN ACCORDANCE WITH PSI 83.
5. PLYWOOD LAMINATIONS IN EACH HALF OF THE UNITS MUST BE GLUE NAILED TO ADJACENT
LAYERS IN ACCORDANCE WITH PDS SUPPLEMENT #5, WITH AN ADHESIVE COMPLYING WITH
ASTM D3024, D2559, OR CA25-4.
6. PLYWOOD MUST NOT BE TREATED WITH A FIRE RETARDANT PROCESS.
F° 7. MOISTURE CONTENT MUST BE LESS THAN 16 %.
N B. BEAMS SUPPORTED BY ENDWALL COLUMNS MUST EXTEND CONTINUOUS OVER COLUMNS
TO EXTERIOR FACE OF ENDWALL
9. INSTALL (2x4) x 20" SPF #3 RIDGE BEAM BEARING STIFFENER OVER SUPPORT COLUMNS
WHEN SPECIFIED ON FLOOR PLAN; FASTEN THE FACE OF THE STIFFENER TO THE RIDGE
vi BEAM WITH 100 9 GLUE COVERAGE AND 6- 16 GA. x 2-1/2' STAPLES.
I
FASTEN RIDGE BEAM TO EACH TRUSS
WITH NO LESS THAN 6- 15 GA. STAPLES
WITH 1" PENETRATION INTO TRUSS KING
POST OR EQUIVALENT FASTENING. -
TOP PLATE 2x4 SPF#3 -
(LISTED TRUSS MUST BE
LOCATED DIRECTLY OVER
WALL STUD OR BE FAS-
TENED TO RIDGE BEAM
CONSTRUCTION)
W. Immaq[41:921TO-C
MARRIAGE WALL STUDS
MODULE of 2x4 SPF#2 AT 16" O.C.
J
37 3/4'
47 3/4' FOR 14' WI OF UNITS
BOTTOM PLATE 2x4 SPF#3 -
75 1 2'._...--
95-1/2" FOR 14' WIDE UNITS
T & G JOINT WHEN 3/4' PLYWOOD
IS INSTALLED. 1x4 LET -IN SPF#3 MIN.
ROUT OFF EXCESS
WHEN 5/8" PLYWOOD IS INSTALLED.
FLOOR SHEATHING
(TYPICAL)
PRESSURE TREATED
" SILL PLATE (TYPICAL)
TYPICAL I -BEAM PIER
AGENCY APPROVAL
nose prints comply with the
lorlda Manufactured Building
>cf of 1979 Construction Codes
Ind adhere to the following
:riferia:
Consf. Type 12�
Occupancy f_
Allowable No,
of Floors I
Wind Velocity IIO
Fire Rating of
Ext. Wafts O
Plan No, 79-813
Allow. Floor Load 50
Npproval Date 4. Z S- 9 0
lAanuf. ` EMASTG(t
"Wrr
�- SITE INSTALL 3/8'x 3' LAG SCREWS
STAGGERED FROM SIDE TO SIDE
AT 16" O.C. MAXIMUM. LAG SCREWS
MUST PENETRATE 1' MINIMUM INTO
ADJACENT MODULE RIDGEBEAM OR
i/ TRUSS.
30 GA. X 1-1/2' STEEL STRAP FROM
TRUSS TO WALL STUD AND/OR FROM
RIDGE BEAM TO WALL STUD O 16' O.C.
WITH 7- 16 GA. X 1' STAPLES PER
STRAP END PLUS STRAPS AT OPENING
COLUMNS PER FLOOR PLAN.
(TYPICAL EACH MARRIAGE WALL)
30 GA. X 1-1/2" STEEL STRAPS FROM WALL STUD
TO JOIST O 16' O.C. WITH 7- 16 GA. X 1" STAPLES
PER STRAP END PLUS STRAPS AT OPENING
COLUMNS PER FLOOR PLAN
(TYPICAL EACH MARRIAGE WALL)
L- SITE INSTALL 3/6"x 3" LAG SCREWS
STAGGERED FROM SIDE TO SIDE 7
AT 48' O.C. MAXIMUM. LAG SCREWS
MUST PENETRATE 1" MINIMUM INTO
ADJACENT MODULE RIM JOIST. !,
r S
— INSTALL 2x6 SPF#3 MINIMUM BEARING
BLOCK BETWEEN FLOOR JOIST UNDER -
ALL COLUMNS HAVING A TRIBUTARY
LOAD DISTANCE OF GREATER THAN
12 FEET MEASURED ALONG MARRIAGE
LINE.
INTERIOR FINISH MATERIAL
CEILING - 3/8 INCH MINIMUM GYPSUM BOARD INSTALLED PER MANUFACTURERS
SPECIFICATIONS. INSULATION SHALL BE STAPLED TO SIDES OF
TRUSSES OR EQUAL FOR SUPPORT. INSULATION SHALL NOT BE
SUPPORTED BY 3/8 INCH GYPSUM BOARD. ( 5EA5PRAY)
WALL-TM2DUGWDLTi- 3/8' VIIJYL- GDUE2017 G79. 30.
FLOOR - B1 OCK TILE OR LINOLEUM IN BATHROOM AND OTHER WET
AREAS, CARPET, BLOCK TILE, OR LINOLEUM INSTALLED IN ALL
OTHER AREAS.
I -BEAM - MIO
� SIDEWALL
LSTAGGER JOINTS 48" O.C.
3/8' PLYWOOD SHEATHING TO BE FASTENED TO TRUSSES 'NTH
8d NAILS AT 6' O.C. ON EDGES AND 12" O.C. IN FIELD.
ROOF SHEATHING DETAIL
' OPTION: 7/16" ORIENTED STRAND BOARD RATED
SHEATHING, EXP. 1, 24/16 MAY BE USED IN LIEU
OF 3/8' PLYWOOD. ALL OTHER SPECIFICATION
SHALL REMAIN UNCHANGED.
ROOF COVERING OVER 3/8" PLYWOOD, RATED -SCANNED
SHEATHING, MINIMUM EXP-1 20/0 - SEE ROOF BY
SHEATHING DETAIL' it Lurie COUMy
R- Ic} INSULATION
WITH KRAFTBACK
EXTERIOR WALL STUDS
2x4 SPF#2 AT 16' O.C.
R- 1) INSULATION ---
W/ kP_AF TL3AGK —\
R- 7 INSULATION --1
EXTERIOR FINISH MATERIAL
ROOF - 30 GAUGE GALVANIZED METAL ROOF COVERING INSTALLED
PER MANUFACTUR,[ERS SPECIFICATIONS.
WALL - 7/16 INCH LP INNER SEAL APA RATED PANEL SIDING
• MAY BE USED AS A BRACING MATERIAL, FASTEN SIDING
PER SPECIFICATIONS GIVEN ABOUT FOR 3/8 INCH APA
RATED SIDING EXTERIOR.
EXTERIOR WALL FINISH
EXTERIOR WALL STRUCTURAL BRACING
SIDEWALLS:
BRACING INSTALLATION:
STRUCTURAL SHEATHING SHALL CONSIST OF A
4 FOOT MINIMUM WIDTH SHEET EXTENDING
CONTINUOUSLY FROM TOP TO BOTTOM PLATE
WITH ALL SHEATHING EDGES EXTENDING 3/4-
MINIMUM OVER 2" NOMINAL LUMBER OF THE
SAME SIZE AND GRADE AS EXTERIOR WALL
FRAMING. BRACING SHALL BE LOCATED AS CLOSE
TO EACH CORNER OF BUILDING AS POSSIBLE.
BRACING MATERIAL:
1/8' STRUCTURAL RED THERMO-PLY FASTENED
WITH 16 GA. x 1' x 1-1/4" STAPLES 3" O.C.
ON EDGES AND 6' O.C. IN THE FIELD, OR
LISTED METAL WIND BRACES INSTALLED PER
MANUFACTURER'S SPECIFICATIONS, OR
USE THE SAME STRUCTURAL BRACING MATERIAL
AND FASTENING METHOD AS SPECIFIED FOR
ENDWALLS.
ENDWALLS:
BRACING INSTALLATION:
STRUCTURAL SHEATHING SHALL EXTEND CONTINUOUS
FROM TOP OF TRUSS TOP CHORD TO 3/4' MINIMUM
BELOW TOP OF RIM JOIST WITH ALL SHEATHING
EDGES SUPPORTED BY 2' NOMINAL LUMBER OF THE
SAME SIZE AND GRADE AS EXTERIOR WALL FRAMING.
BRACING MATERIAL
3/8" APA RATED SHEATHING EXP, 1, EXP. 2, EXT.,
OR 3/8' APA RATED SIDING EXT. FASTENED WITH
10d COMMON OR GALV. BOX NAILS 6' O.C. EDGES
AND 12" O.C. IN THE FIELD, OR
1/8" STRUCTURAL RED THERMO-PLY FASTENED
WITH 16 GA. x 1" x 1-1/4' STAPLES 3" O.C. EDGES
AND 6" O.C. IN THE FIELD.
- RIM JOIST 2x6 SPF#2
- FLOOR JOISTS 2x6 SPF#2 AT 16" O.C.
GENERAL CROSS SECTION NOTES
1. UNLESS OTHERWISE SPECIFIED, ALL STEEL MUST COMPLY
WITH ASTM A36, YIELD STRENGTH - 36 KSI
2. ALL LAG SCREWS MUST COMPLY WITH ASTM A307.
3. SEE FOUNDATION PLAN FOR PIER AND TIE DOWN STRAPPING
LOCATIONS, ORIENTATIONS, AND SPECIFICATIONS.
SPACE MASTER MANUFACTURING, INC.
TAVARES, FLORIDA
28114 COUNTY ROAD 561 TAVARES, FLA. 32778
CLMYRTLE EARWATER,FLORIDA 34616
DATE: A 24 01o
SCALE : -NTS- SMM - ZZ3(0 AIB
CODES: SBC, NEC, FL. REVISIONS: SHEET
SEALS: HWC, FL.
--[JOB NO. 3 O F 3
TYPICAL CROSS SECTI/ONN\� 1578- aW3
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