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THIS BUILDING IS DESIGNED TO CON-
FORM TO CHAPTER 161 SECTION 1606
OF THE 1994 STANDARD BUILDING CODE
FOR 100 M.P.H WIND LOADS.
LIVING &: SALON AREA - 1,311
GARAGE - 249
TOTAL SQ. FT. UNDER ROOF - 1,560
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1, ROOF SLOPE SHALL BE .: 12 UNLESS OTHERWISE NOTED
2, TRUSSES SHALL BE DESIGNED BY AN ENGINEER REGISTERED IN
THE STATE Of" FLORIDA. SUBMIT . COPIES OF SHOP DRAWINGS
AND DESIGN CALCULATIONS. ALL SIGNED AND SEALED BY THE
DESIGN ENGINEER fOR APPROVAL PRIOR TO fABRICATION Of THE
TRUSSES,
3. TRUSS MANUFACTURER TO VERIFY ALL DIMENSIONS WITH THE
CONTRACTOR.
4, THE ROOF PLAN ON THIS SHEET SHOWS THE DESIGN INTENT, THE
ACTUAL LAYOUT SHALL BE DETERMINED BY THE TRUSS MANU-
fACTURER AND REPRESENTED ON HIS SHOP DRAWINGS,
5, TRUSSES SHALL BE DESIGNED TO CONFORM TO THE CURRENT
STANDARD BUILDING CODE.
6. TRUSS MANUFACTURER SHALL CONFIRM ALL TRUSS CONNECTION
REQUIREMENTS.
7. CEIUNG HEIGHT IN ALL ROOMS TO BE 8'-<f. EXCEPT WHERE
OTHERWISE NOTED.
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2051 FIBERGLASS SHINGLES
GRAB BARS
151 ROOFlNG FELT
A GRAB BAR SHALL BE PROV1DED, lOCATED 33 INCHES FROM AND PARALLEL
TO THE FINISHED FLOOR. MEASURED VERllCALl Y TO THE TOP OF THE RAIL 'MTH
A VARIAllON OF NOT MORE lliAN 1/2 INCH, AND:
1. SHALL HAVE AN OUTSIDE DIAMETER OF 1 1/2 INCHES.
2. SHALL PROV1DE 1 1/2 INCHES Of CLEARANCE BETWEEN mE
RAIL AND THE WALL.
3. SHALL BE SO DESIGNED AND SUPPORTED AS TO 'MTHSTAND
A lOAD OF NOT lESS n~AN 250 POUNDS APPLIED AT ANY
POINT, DOWNWARD OR HORIZONTAllY,
4. SHALL BE CONTINUOUSLY GRASPABLE ALONG THE ENllRE
LENGlli.
SPEC'Al NOTE: GRAB BARS MEEllNG THE APPLICABLE ANSI STANDARDS
ARE DEEMED TO BE IN COMPUANCE 'Mlli 1t1E INTENT OF
1t1E LAW 'M1ETHER CENTER SUPPORTS EXIST OR NOT,
5. SHALL BE AT LEAST 24 INCHES LONG AND SHALL BE CENTERED
AT 1t1E LEADING EDGE OF THE WATER CLOSET.
GRAB BARS SHALL COMPLY WIlli FIGURE 52 AND WITH GRAB
BARS. AND TUB AND SHOWER SEATS SECllON OF THIS MANUAL.
-ENGlNEERED TRUSS
1/2- C. D. )(, PLYWOOD OVER
~PRE-ENGlNEEREO TRUSSES
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STRAP A;-~CH~ AT EACH TRUSS
USE HUGHES - HTA20" TRUSS ANCHOR
WITH 1 6- 1 Od NAlLS
AT GIRDER TRUSSES USE (1) -HTA20-
CONNECTOR & 12-10d ~LS FOR
EVERY 2000* OF GIRDER TRUSS UPLIFT
~ALUMINUM DRIP
0ALU~INUI.l FASCIA
VI N YL SOFFI T
R-30 INSULAllON
2' - 0"
SINGlE COURSE KNOCK-OUT Wi' *5
. BAR & FlLLED W/2.5oo P.S.!. CONe,
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INTERIOR FINISH SHALL BE 1/2-
DRYWALL OVER RIGID INSULATION
BOARD AND 1.X2- P,T. FURRING
STRIPS 0 16. o/C
... PAINTED STUCCO
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8- MASONARY WALL 'Mlri IS' REBARS IN FILLED CELLS
HOOK TOP OF REBAR 24- INTO POURED KNOCK-OUT BEAM
(SEE SHEET J OF 4 FOR LOCATIONS OF POURED CELLS)
NOTE:
NAIL ROOF SHEATHING WITH 10d NAILS
AT 4- O\C ALONG ALL EDGES. VALLEYS
AND GABLE ENDS. SPACE 10d NAlLS
o 12- O\C IN THE FIELD,
FIG. 55
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FORM TO CHAPTER 1 6. SECTION 1606
OF THE 1994 STANDARD BUILDING CODE
FOR 100 M.P.H WIND LOADS.
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JOE YOUMANS
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1/4" = 1'-0"
CHllCDO " APPBOVED
ARKAY ENGINEERING. INC.
96-43
SHEET 2 OF 4
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SKYLIGHT
RIDGE
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AT ALL BUILDING CORNERS I I I - : : H I I I
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THIS BUILDING IS DESIGNED TO CON-
FORM TO CHAPTER 16, SECTION 1606
OF THE 1994 STANDARD BUILDING CODE
FOR 100 M.P.H WIND LOADS.
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FOUNDATION PLAN
NOTES:
2'-0" OVERHANG
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1. ROOF SLOPE SHALL BE 4: 12 UNLESS OTHERWISE NOTED
2. TRUSSES SHALL BE DESIGNED BY AN ENGINEER REGISTERED IN
THE STATE OF FLORIDA. SUBMIT 4 COPIES OF SHOP DRAWINGS
AND DESIGN CALCULATIONS. ALL SIGNED AND SEALED BY THE
DESIGN ENGINEER FOR APPROVAL PRIOR TO FABRICATION OF THE
TRUSSES.
3. TRUSS MANUFACTURER TO VERIFY ALL DIMENSIONS WITH THE
CONTRACTOR.
4. THE ROOF PLAN ON THIS SHEET SHOWS THE DESIGN INTENT, THE
ACTUAL LAYOUT SHALL BE DETERMINED BY THE TRUSS MANU-
FACTURER AND REPRESENTED ON HIS SHOP DRAWINGS.
5. TRUSSES SHALL BE DESIGNED TO CONFORM TO THE CURRENT
STANDARD BUILDING CODE.
6. TRUSS MANUFACTURER SHALL CONFIRM ALL TRUSS CONNECTION
REQUIREMENTS.
7. CEILING HEIGHT IN ALL ROOMS TO BE 8'-0". EXCEPT WHERE
OTHERWISE NOTED.
2' -0" OVERHANG
ROOF PLAN
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CHIlCUD a& APPROVED
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96-43
SHEET 3 OF 4
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THIS BUILDING IS DESIGNED TO CON-
FORM TO CHAPTER 16, SECTION 1606
OF THE 1994 STANDARD BUILDING CODE
FOR 100 M.P.H WINO LOADS.
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ENGINEERED TRUSS
STRAP ANCHOR AT EACH TRUSS
USE HUGHES "HTA20" TRUSS ANCHOR
WITH 16-10d NAlLS
AT GIRDER TRUSSES USE (1) "HTA20"
CONNECTOR & 12-10d NAILS FOR
E.VERY 2000# OF GIRDER TRUSS UPLIFT
~ALUMINUM DRIP
A GRAB BAR SHALL BE PRO\t1DED. LOCATED 33 INCHES FROM AND PARALLEL
TO mE FINISHED FLOOR. MEASURED VERTICALLY TO mE TOP OF TI-lE RAIL 'MTH
A VARIATION OF NOT MORE mAN 1/2 INCH, AND:
1. SHALL HAVE AN OUTSIDE DIAMETER OF 1 1/2 INCHES.
2. SHALL PRO\t1DE 1 1/2 INCHES OF CLEARANCE BETWEEN TI-lE
RAIL AND TI-lE WALL.
3. SHALL BE SO DESIGNED AND SUPPORTED AS TO 'MTHSTAND
A LOAD OF NOT LESS mAN 250 POUNDS APPLIED AT ANY
POINT. DOWNWARD OR HORIZONTALLY.
4. SHALL BE CONTINUOUSLY GRASPABLE ALONG mE ENllRE
LENGm.
SPECIAL NOTE: GRAB BARS MEETING TI-lE APPLICABLE ANSI STANDARDS
ARE DEEMED TO BE IN COMPLIANCE 'Mm TI-lE INTENT OF
THE LAW WHETHER CENTER SUPPORTS EXIST OR NOT.
5. SHALL BE AT LEAST 24 INCHES LONG AND SHALL BE CENTERED
A T THE LEADING EDGE OF THE WATER CLOSET.
GRAB BARS SHALL COMPLY W1TI-l FIGURE 52 AND 'MTI-l GRAB
BARS. AND TUB AND SHOWER SEATS SECTION OF THIS MANUAL.
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.. PAINTED STUCCO
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8- MASONARY WALL WIlli 1511 REBARS IN FILLED CELLS
HOOK TOP OF REBAR 24" INTO POURED KNOCK-OUT BEAM_
(SEE SHEET .3 OF 4 fOR LOCATIONS OF POURED CELLS)
NOTE:
NAIL ROOF SHEATHING WITH 10d NAILS
AT 4" O\C ALONG ALL EDGES. VALLEYS
AND GABLE ENDS. SPACE 10d NAlLS
@ 12" O\C IN THE FIELD.
FIG. 55
4" CONCRETE SLAB W/6X6
- 10/10 W.W.M. OVER 6 MIL.
POLYETHYLENE VAPOR BARRIER
x
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MIN. I MAX.
(KNEE CLEARANCE) (LAV. DEPm)
6" MAX.
(TOE CLEARANCE)
1. SINKS SHALL BE MOUNTED W1m THE COUNTER OR RIM NO HIGHER
TI-lAN 34 INCHES FROM THE flOOR. EACH SINK SHALL BE A MAXIMUM OF
6 1/2 INCHES DEEP. (SINKS IN KITCHENS OF ACCESSIBLE DWELLING UNITS
SHALL COMPLY 'MTH LAVA TORIES, SINKS. AND MIRRORS SECTION OF TI-lIS
MANUAL.
2. CLEAR flOOR SPACE - RESTROOMS SHALL HAVE AN UNOBSTRUCTED SPACE
OF AT LEAST 60 INCHES IN DIAMETER OR 52 INCHES BY 72 INCHES
fINISHED INSIDE DIMENSION ADJACENT TO TI-lE LAVATORY AREA. SUCH
CLEAR FLOOR SPACE SHALL ADJOIN OR OVERLAP AN ACCESSIBLE ROUTE
AND SHALL EXTEND A MAXIMUM OF' 19 INCHES UNDERNEAm mE LAVATORY
OR SINK (SEE FIGURE 56).
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2.500 P.S,1. CONCRETE FOOTING
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1/4- :a 1'-0'"
CHIlCIID " APPaoVED
AAKAY ENGINEERING. INC.
,.. ,>
TYPICAL WALL SECTION
SCALE: 3/4)1 = 1'-0"
96-43
SHEET 4 OF 4
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