COV
SHEET
TH
E D
ISC
OV
ER
Y R
IGH
T H
AN
D M
OD
EL
FO
R:
habitat
for h
umanity
Project: BW-6877Date: 1-3-18Prelim: 1-19-18
Final: 1-25-18
Florida Registration
No. 9900
THOMAS H. WILLIFORD
ARCHITECT
P.O. BOX 268
HOMOSASSA SPRINGS
FL. 34445
(352) 476-1937
AA26001749
BLU
EW
AT
ER
DR
AFT
ING
, IN
C.
1075
W. G
ulf t
o L
ake
hwy,
Lec
anto
, Fl 3
4461
Cit
rus
PH
: 352-
436-
4225
Mar
ion
PH
: 352
-522
-065
0F
AX
:352-
436-
4265
EM
AIL
: pla
ns@
blu
ewat
erdra
ftin
g.co
m
TH
E C
ON
TR
AC
TO
R S
HA
LL
BE
RE
SP
ON
SIB
LE
FO
R V
ER
IFY
ING
AL
L D
IME
NSIO
NS S
HO
WN
,A
ND
TH
AT
AL
L C
ON
ST
RU
CT
ION
CO
MP
LIE
SW
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LO
CA
L B
UIL
DIN
G C
OD
E &
OR
DIN
AN
CE
S.
DE
SIG
N A
ND
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ION
S W
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E P
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ED
BY
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. B
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CL
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ST
HA
T A
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E T
HR
OU
GH
TH
E R
EP
RO
DU
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ION
OF
AN
Y P
LA
NS O
R C
ON
ST
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CT
ION
OF
AN
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AT
ED
OR
UN
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LA
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D T
O A
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CO
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RIG
HT
IN
FR
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EM
EN
T. O
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SSU
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AL
L C
OP
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IGH
T R
ESP
ON
SIB
ILIT
Y.
THE DISCOVERY MODEL(RIGHT HAND)
BYHABITAT FOR HUMANITY
CITRUS COUNTY, FLORIDA
DESIGN CRITERIA & GENERAL NOTES PAGE LEGENDA1 FLOOR PLAN AND WINDOW R.O.
SCHEDULE EXTERIOR ELEVATIONSAND TYPICAL WALL SECTION
A2 FOUNDATION PLAN,ELECTRICAL PLAN, TYPICAL WALLSECTIONS AND DETAILS
A3 ROOF FRAMING PLAN AND NOTESHEADER BEAM KEY, FRAMINGNOTES, ROOF SHEATHINGNAILING DIAGRAM
A4 CUT LIST, SPECIFICATIONS,SHOWER ENCLOSURE ANDDECORATIVE RAILING DETAILS
A5 SHED CONSTRUCTION PLANS
DESIGN CRITERIA
140 MPH, EXPOSURE B
1. THE DESIGN OF THIS STRUCTURE HAS BEEN REVIEWED FOR COMPLIANCE WITH THE WINDLOAD PROVISIONS OF CHAPTER 16, 2017 FLORIDA BUILDING CODE, 6th EDITION,
BUILDING (FBCB) AND ASCE 7-10, USING THE FOLLOWING CRITERIA:
ULTIMATE DESIGN WIND SPEED, Vult = 140 M.P.H. (3 SECOND GUST)
NOMINAL DESIGN WIND SPEED, Vasd = 108 M.P.H.
BUILDING RISK CATEGORY = II
EXPOSURE CATEGORY = B (WORST CASE, ALL DIRECTIONS)
INTERNAL PRESSURE COEFFICIENT:
+ 0.18 FOR ENCLOSED STRUCTURES
+ 0.55 FOR PARTIALLY ENCLOSED STRUCTURES
+ 0.00 FOR OPEN STRUCTURES
2. NOMINAL (ASD) COMPONENTS AND CLADDING NET WIND PRESSURES IN POUNDS PER SQUARE FOOT (PSF) TO BE USED FOR DESIGN AND TESTING OF EXTERIOR COMPONENT
AND CLADDING MATERIALS SHALL BE IN COMPLIANCE WITH ASCE 7-10 CHAPTER 30 AS FOLLOWS UNLESS SHOWN OTHERWISE ON THE FLOOR PLAN:
3. ALL EXTERIOR WALL COVERINGS AND SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES FOR WALLS IN ACCORDANCE WITH FBC 2017 CHAPTER 16 USING
THE MINIMUM DESIGN PRESSURES SHOWN ABOVE. MANUFACTURED SOFFITS SHALL BE APPROVED, LABELED AND INSTALLED IN COMPLIANCE WITH FBC 2017 SECTION 1710.9
4. DESIGN LIVE AND DEAD LOADS USED IN THE ANALYSIS ARE AS FOLLOWS:
STRUCTURE TYPE____________________ DEAD LOAD (PSF) LIVE LOAD (PSF)
ROOF TRUSS TOP CORD WITH SHINGLES 7 20
ROOF TRUSS TOP CORD WITH TILES 16 20
ROOF TRUSS BOTTOM CORD 10 NA
FIRST ELEVATED FRAME FLOOR 10 40
SECOND ELEVATED FRAME FLOOR 10 30
BALCONY FRAME FLOOR 10 60
PORCH, LOFT OR DECK FRAME FLOOR 10 40
GARAGE CONCRETE FLOOR 50 50
5. ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS OF THE 2017 FLORIDA BUILDING CODE, BUILDING.
6. FOUNDATIONS AND FOOTINGS ARE DESIGNED FOR THE FOLLOWING ASSUMED SOIL BEARING CONDITIONS: LOOSE GRANULAR MATERIAL WITH NO APPRECIABLE CLAY OR
ORGANIC MATERIAL WITH A MINIMUM ALLOWABLE BEARING PRESSURE OF 2000 PSF PER FBCB TABLE 1806.2. COMPACT FILL TO 95% MODIFIED PROCTOR.
7. ALL EGRESS DOORS AND STAIRS SHALL HAVE A LANDING WIDTH NOT LESS THAN DOOR SERVED W/AMIN. 36" DIMENSION IN DIRECTION OF TRAVEL.
+14.3,-29.3+14.3,-29.3
+20.3,-32.3+18.5,-31.4+16.1,-30.2
E:
EFFECTIVE AREA
OVER100
A: 0(SF)
1020B: 1150C: 21100D: 51 +30.0, - 33.0
+30.0, - 33.0
+35.3, - 38.2+37.7, - 36.7+31.6, - 34.6
+14.3, -65.1+14.3, -65.1
+20.3, -83.1+18.5, -77.7+16.1, -70.5
+35. 3, -47.2+33. 7, -44.0+31. 6, -39.8+30. 0, -36.7+30. 0, -36.7
ZONE3 4 521
+14.3,-41.2+14.3,-41.2
+20.3,-56.2+18.5,-51.7+16.1,-45.7
^_
^_
^_
^_
8. MASONRY CONSTRUCTION SHALL CONFORM TO REQUIREMENTS OF CHAPTER 21, FBCB. NET AREA COMPRESSIVE STRENGTH OF MASONRY IS 1500 PSI. TYPE M, OR S
MORTAR SHALL BE USED. ALL MASONRY SHALL BE LAID IN RUNNING BOND PATTERN WITH HEAD JOINTS IN SUCCESSIVE COURSES OFFSET BY NOT LESS THAN ONE-FOURTH
THE UNIT LENGTH. THICKNESS OF BED JOINTS SHALL NOT EXCEED 5/8”. GLASS UNIT MASONRY SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 2110, FBCB.
9. GROUT USED TO FILL CELLS, LINTELS AND BOND BEAMS SHALL CONFORM TO REQUIREMENTS OF ASTM C476 AND CHAPTER 21, FBCB. REQUIRED MINIMUM COMPRESSIVE
STRENGTH IS 2000 PSI AT 28 DAYS UNLESS OTHERWISE NOTED.
10. CONCRETE SHALL CONFORM TO REQUIREMENTS OF CHAPTER 19, FBCB, AND HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS UNLESS OTHERWISE
NOTED.
11. REINFORCING BARS SHALL BE GRADE 40 OR 60 MINIMUM IN FOUNDATIONS, MASONRY FOUNDATION WALLS, AND CMU WALLS UNLESS OTHERWISE NOTED. REINFORCING BARS
SHALL BE DEFORMED BILLET STEEL BARS AND COMPLY WITH ASTM A 615 REQUIREMENTS. JOINT REINFORCING IF USED, SHALL BE 9 GAGE, GALVANIZED STEEL CONFORMING
TO ASTM A82 REQUIREMENTS. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A 185 REQUIREMENTS. WIRE FABRIC SHALL BE SUPPORTED AS REQUIRED IN CHAPTER19,
FBCB. SYNTHETIC FIBER REINFORCEMENT SHALL CONFORM TO REQUIREMENTS OF CHAPTER 19, FBCB.
12. WOOD ROOF AND WALL SHEATHING SHALL BE APA-RATED PANELS. WALL SHEATHING FASTENERS SHALL BE 8D COMMON OR GALVANIZED BOX NAILS WITH SPACING ALONG
PANEL EDGES 6” O.C. AND INTERMEDIATE FASTENERS AT 12” O.C. UNLESS OTHERWISE NOTED. ROOF SHEATHING FASTENERS SHALL BE 8D RING SHANK NAILS WITHOUT
EXCEPTION WITH SPACING 6” O.C. WITHIN “A” DISTANCE OF EVES, HIPS, RIDGES, GABLE ENDS, LOOKOUT BLOCKS AND OUTLOOKERS AND INTERMEDIATE FIELD SPACING
AT 6” O.C. UNLESS OTHERWISE NOTED. THICKNESS OF WOOD PANELS ARE NOTED ON THE DRAWINGS.
13. WOOD STUDS AND GIRDER SUPPORT POSTS USED FOR BEARING WALL FRAMING SHALL BE HEM-FIR, S-P-F; OR, S-Y-P #2 GRADE OR BETTER. ALL POSTS UNDER GIRDERS
SHALL HAVE A MINIMUM OF ONE STUD PER GIRDER PLY. WALL OPENINGS SHALL BE CONSTRUCTED IN ACCORDANCE WITH TABLES 2308.9.5 AND 2308.9.6, FBCB, UNLESS
OTHERWISE NOTED. WOOD BEAMS, HEADERS, RAFTERS AND OTHER HORIZONTAL LOAD BEARING ELEMENTS SHALL BE S-Y-P GRADE #2 OR BETTER.
14. FASTENING OF WOOD FRAMING SHALL CONFORM TO TABLE 2304.9.1, FBCB, UNLESS OTHERWISE NOTED.
15. DESIGN OF PREFABRICATED WOOD TRUSSES IN FLOORS AND ROOFS IS DELEGATED TO THE TRUSS MANUFACTURER'S ENGINEER. THE TRUSS ENGINEER SHALL SUBMIT
ENGINEERING DOCUMENTS FOR REVIEW FOR CONFORMANCE WITH THE DESIGN INTENT OF THE PROJECT. INSTALLATION OF PREFABRICATED WOOD TRUSSES SHALL
FOLLOW THE RECOMMENDATIONS OF THE MANUFACTURER. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLING ALL TEMPORARY AND PERMANENT TRUSS BRACING
REQUIRED BY THE MANUFACTURER IN ADDITION TO ANY SUPPLEMENTAL BRACING SHOWN ON THE DRAWINGS.
16. WOOD CONSTRUCTION CONNECTORS SHOWN ON THE DRAWINGS REPRESENT THE DESIGNER'S INTENT TO FURNISH A COMPLETE LOAD PATH FROM ROOF TO FOUNDATION.
THE CONTRACTOR IS RESPONSIBLE FOR FURNISHING AND INSTALLING THE SPECIFIED CONNECTOR OR A SUBSTITUTE CONNECTOR WITH DOCUMENTED EQUIVALENT
CAPACITY.
17. DEVIATIONS FROM THESE DRAWINGS ARE THE RESPONSIBILITY OF THE CONTRACTOR AND OWNER. MODIFICATIONS OF STRUCTURAL DETAILS SHALL BE SUBMITTED TO THE
ENGINEER FOR APPROVAL PRIOR TO PROCEEDING WITH THE MODIFICATION. ALL CHANGES TO STRUCTURAL DETAILS CONSTRUCTED WITHOUT PRIOR APPROVAL OF THE
ENGINEER ARE AT THE CONTRACTOR'S AND OWNER'S RISK.
A1
SHEET
TH
E D
ISC
OV
ER
Y R
IGH
T H
AN
D M
OD
EL
FO
R:
habitat
for h
umanity
Project: BW-6877Date: 1-3-18Prelim: 1-19-18
Final: 1-25-18
Florida Registration
No. 9900
THOMAS H. WILLIFORD
ARCHITECT
P.O. BOX 268
HOMOSASSA SPRINGS
FL. 34445
(352) 476-1937
AA26001749
BLU
EW
AT
ER
DR
AFT
ING
, IN
C.
1075
W. G
ulf t
o L
ake
hwy,
Lec
anto
, Fl 3
4461
Cit
rus
PH
: 352-
436-
4225
Mar
ion
PH
: 352
-522
-065
0F
AX
:352-
436-
4265
EM
AIL
: pla
ns@
blu
ewat
erdra
ftin
g.co
m
TH
E C
ON
TR
AC
TO
R S
HA
LL
BE
RE
SP
ON
SIB
LE
FO
R V
ER
IFY
ING
AL
L D
IME
NSIO
NS S
HO
WN
,A
ND
TH
AT
AL
L C
ON
ST
RU
CT
ION
CO
MP
LIE
SW
ITH
LO
CA
L B
UIL
DIN
G C
OD
E &
OR
DIN
AN
CE
S.
DE
SIG
N A
ND
EL
EV
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ION
S W
ER
E P
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ED
BY
TH
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LIE
NT
. B
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CL
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OF
AN
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CO
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T. O
WN
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SH
AL
LA
SSU
ME
AL
L C
OP
YR
IGH
T R
ESP
ON
SIB
ILIT
Y.
312"
9'-7"
8'-0
"
31 2"
10'-2
"31 2
"2'-0
" 31 2"
2'-0
"31 2
"
11'-8
"
5'-914"
312"
3'-614"
312"
9'-6"31
2"5'-6" 6"
2'-0"
7'-3"
10'-4
1 2"
31 2"
RANG
E W
/HO
OD
D.W.
5'-3" 2'-8"
31 2"
12'-1
1 2"
3'-2
"
REF
G.
312"
10'-612"
31 2"
1'-7
"
31 2"
1'-7
"
312"
2'-7"312"
31 2"
2'-0
"
7'-0"
31 2"
312"
6'-5"
6" 5'-012"
312"
9'-7"31
2"14'-11
2"31
2"
2'-6
"
2'-0"
7'-4
"
10'-8
"
312"
5'-912"
3'-1
"31 2
"
312"
2'-3
1 2"
4"
3"
4"
3"15'-0"
4'-1
1"
16'-8
1 2"
31 2"
8'-8
"
30683050 SH 3050 SH 3040 SH
3040 S
H
3050 SH 3030 SH
3050 SH
26'-0
"
15'-2" 15'-6" 9'-4"
40'-0"
2868
2868
286828682868
2868 28684068
4068
4068
7068
2868
MASTER SUITE8'-0" FLAT CEILING
BEDROOM #48'-0" FLAT CEILING
BEDROOM #38'-0" FLAT CEILING
BEDROOM #28'-0" FLAT CEILING
UTILITY8'-0" CEILING
LIVING ROOM8'-0" FLAT CEILING
KITCHEN8'-0" FLAT CEILING
BATH 28'-0" CEILING
M. BATH8'-0" CEILING
COVERED PORCH8'-0" FLAT CEILING
6'-0
"
7'-4"9'-4"
16'-8"
37'-3
"
8'-6
"23'-6
"
32'-0
"5'-3
"
5'-3
"
37'-3
"
23'-4"
40'-0"
3'-7"
10'-2"
18'-3"
3'-7" 3'-7"
11'-0"
18'-0"
D.
W.
WH
AHU
22" x 3
6"ATTIC
ACC.
4X6 PT. POST TYP.
INSTALL 36" HIGH DECORATIVERAILINGS AS MANUF. BY MAXI RAIL
PRE-MANUFACTUREDROLL IN SHOWER
HBHB
FLOOR PLANSCALE: 14" = 1'-0"
1
1 1 2
2
3
1
1
2
33
3 3
3
3
34
4
4
5
20686
FORCED AIR RETURN18 12"H X 12 12"W
2'-0
"
WALL DRYERVENT
AIR EXHAUST
FRESH AIRINTAKE
48" X 36" CONC. STOOP5'-3"
5'-1"
SHELVES
HBHB
PANTRY
12" R&S
12" R&S
12" R&S
12" R&S
60" TUB
B5B4B5
B4
B5
A5B5
M.C.
M.C.
BEAMS PER KEY ON SHEET A3
LINEN
NOTES:· CONTRACTOR SHALL VERIFY ALL DIMENSIONS,
SETBACKS, AND OVERALL SITE CONDITIONSPRIOR TO CONSTRUCTION.
· IF ANY DISCREPANCIES BETWEEN THIS PLANAND EXISTING CONSTRUCTION ARE FOUNDTHE CONTRACTOR SHALL CONTACT THEENGINEER IMMEDIATELY.
WALL LEGEND
LOAD-BEARING INTERIORWALL
NONBEARING FRAME WALL 81 S.F.ENTRYTOTAL 1,221 S.F.
SQUARE FOOTAGELIVING 1,140 S.F.
0'-0" FINISHED FLOOR
8'-0" PLATE HT.
6'-8" WINDOW HT.
412
LEFT ELEVATIONSCALE: 14" = 1'-0"
VINYL SIDING
5' RIDGE VENT 4' OFF RIDGE VENT30 YR. FUNGUS RESISTANTFIBERGLASS SHINGLES
0'-0" FINISHED FLOOR
8'-0" PLATE HT.
6'-8" WINDOW HT.
412
FRONT ELEVATIONSCALE: 14" = 1'-0"
1'-4"TYP.
VINYL SIDING
5" WIDE VINYL FRIEZE
3050
3050
3040
3068
FIBERGLASS SHINGLES
0'-0" FINISHED FLOOR
8'-0" PLATE HT.
6'-8" WINDOW HT.
412
RIGHT ELEVATIONSCALE: 14" = 1'-0"
VINYL SIDING
3040
30 YR. FUNGUS RESISTANTFIBERGLASS SHINGLES
0'-0" FINISHED FLOOR
8'-0" PLATE HT.
6'-8" WINDOW HT.
412
REAR ELEVATIONSCALE: 14" = 1'-0"
VINYL SIDING
4' OFF RIDGE VENT
3030
3050 3050
2868
30 YR. FUNGUS RESISTANTFIBERGLASS SHINGLES
AHU
NOTE:GRADE SHALL SLOPE 6" IN FIRST10' AWAY FROM STRUCTURE
TYPICAL FRAME WALL SECTIONSCALE: 12"=1'-0"
3000 P.S.I. CONC. MONOLITHICFOUNDATION W/ (2) #5 REBAR CONT(3" MIN COVER,6" MIN EMBED)
18"
6"
12"
MIN
.
GRADECLEAN, TERMITE TREATED FILL,COMPACTED TO 95%
3" C
LR.
16"
3" CLR.
12
SEE PLAN12" OSB SHEATHING FASTENED W/ 8D FULL HEADRING SHANK NAILS. MIN GROUP 2 SPECIES TO BEUSED AT INTERMEDIATE FRAMING W/ END JOINTSSTAGGERED (SEE FRAMING PLAN FOR NAILPATTERN) (PROVIDE WOOD CLIPS AT 24" O.C.)
METAL ROOF OR FIBERGLASSSHINGLES ON #30 FELT
TRUSSES W/ HURRICANE STRAP.AS NOTED ON TRUSS PLAN
16"ALUM. FASCIA ON 2X6 SUB FASCIA
8'-0
"
TYP 2X4 SPF STUD GRADE STUDS SPACED 16" O.C.
(2) 2X4 SP#2 TOP PLATE
R-13 HI DENSITY BATT INSUL.
R30 BATT INSUL.
12" GYPSUM CEILING BOARD @
CLG. W/ 1-1/2" TYPE "S"SCREWS AT 12" O.C.
2X4 PT BOTTOM PLATE
4" 3000 P.S.I. CONC. SLABREINFORCED W/ 6X6 W10/10W.W.M. OR FIBERMESH ON 6
MIL. VAPOR BARRIER
CONC. SLAB PER PLAN #5 REBAR DOWELS W/ 10" HOOK, 6" MIN.EMBED. & 25" MIN LAP SPLICE IN GROUTEDCELL @ CORNERS & 4'-0" O.C. MAX.(TERMINATE AT HDR BLOCK)
3000 P.S.I. CONC. MONOLITHICFOUNDATION W/ (2) #5 REBAR
CONT. (3" MIN COVER)
30"
VARIE
S4"
GRADE
STEMWALL FOUNDATION DETAILSCALE: 12" = 1'-0"
6 MIL. VINYLVAPOR BARRIER
MAX.
TERMITE TREATMENT95% COMPACT AND FILL
12" 12"
3" CLR. TYP.20"
MIN
.
HEADER BLOCK W/ (1) #5 HORZ. REBAR CONT.REQUIRED @ FRAME LOAD BRG WALLS
NOTE:BARS IN GROUTED MASONRY CELL SHALLHAVE MIN CLEAR DISTANCE OF 12" OF GROUTBETWEEN REBAR & ANY FACE OF BLOCK CELL
2X HEADER, SEE HEADERDETAIL AND KEY
SILL PER BUILDER
WINDOW PER PLAN, INSTALLPER MANUFACTURE
CONT. 2X2 PT. NAILER FASTENED TO FRAMEWALL WITH WS3 WOOD SCREWS AT 24"
12" THREADED RODSYSTEM PER PLAN
6'-0" MAX SPACING
TYP 2X4 SPF STUD GRADE STUDS SPACED16" O.C.
VINYL SIDING OVER "SI-STRONG TM" STRUCTURALINSULATED SHEATHING ATTACHED WITH WIDE HEADEDROOFER NAILS AT 3" O.C. AT EDGE AND 6" O.C. INFIELD. SEE MFR PRODUCT APPROVAL GUIDE
PRE FINISHED VINYL SOFFIT
INSTALL VENTS BETWEEN TRUSSES
ALUM. DRIP EDGE
12" GYPSUM BOARD @ CLG. W/ 1-1/2"
TYPE "S" SCREWS AT 16" O.C. FORWALLS W/ STUDS SPACED 16" O.C.
AND 12" O.C. FOR WALLS WITHSTUDS SPACED AT 24" O.C.
WINDOW SCHEDULETYPE WIDTH HEIGHT
3050 SH 3'-1/2" 5'-1/2"Qty.
43040 SH23030 SH1
HEADER HGT.6'-8"
MARK123
NOTESSINGLE HUNG-DBL PANE LOW-E GLAZING
6'-8"6'-8"
SINGLE HUNG-DBL PANE LOW-E GLAZINGSINGLE HUNG-DBL PANE LOW-E GLAZING
3'-1/2" 4'-1/2"3'-1/2" 3'-1/2"
DOOR SCHEDULETYPE WIDTH HEIGHT3068 3'-3" 6'-10 1/2"
Qty.2
28687
NOTE:FRAMERS MUST VERIFY ALL WINDOW AND DOOR ROUGHOPENINGS PRIOR TO CONSTRUCTION
4068 BI-FOLD3
STYLEHINGED SINGLE 6 PANEL
MARK1
34
EXT. W/ LOCK & DEADBOLT
HINGED SINGLEBI-FOLD SINGLE
-2'-10"4'-1"
7068 BI-PASS1 5 BI-PASS7'-0"
6'-10"6'-10"6'-10"
NOTES
--
NOTE:FRAMERS MUST VERIFY ALL WINDOW AND DOOR ROUGHOPENINGS PRIOR TO CONSTRUCTION
2068 BI-FOLD1 6 BI-FOLD SINGLE2'-1" 6'-10" -
2868 2'-10" 6'-9"1 HINGED SINGLE 6 PANEL2 EXT. W/ LOCK & DEADBOLT
DOORS W/ HALF LITEU - VALUE 0.27 OR LESSSHGC 0.30 OR LESS
WINDOWSU - VALUE 0.60 OR LESSSHGC 0.27 OR LESS
A2
SHEET
TH
E D
ISC
OV
ER
Y R
IGH
T H
AN
D M
OD
EL
FO
R:
habitat
for h
umanity
Project: BW-6877Date: 1-3-18Prelim: 1-19-18
Final: 1-25-18
Florida Registration
No. 9900
THOMAS H. WILLIFORD
ARCHITECT
P.O. BOX 268
HOMOSASSA SPRINGS
FL. 34445
(352) 476-1937
AA26001749
BLU
EW
AT
ER
DR
AFT
ING
, IN
C.
1075
W. G
ulf t
o L
ake
hwy,
Lec
anto
, Fl 3
4461
Cit
rus
PH
: 352-
436-
4225
Mar
ion
PH
: 352
-522
-065
0F
AX
:352-
436-
4265
EM
AIL
: pla
ns@
blu
ewat
erdra
ftin
g.co
m
TH
E C
ON
TR
AC
TO
R S
HA
LL
BE
RE
SP
ON
SIB
LE
FO
R V
ER
IFY
ING
AL
L D
IME
NSIO
NS S
HO
WN
,A
ND
TH
AT
AL
L C
ON
ST
RU
CT
ION
CO
MP
LIE
SW
ITH
LO
CA
L B
UIL
DIN
G C
OD
E &
OR
DIN
AN
CE
S.
DE
SIG
N A
ND
EL
EV
AT
ION
S W
ER
E P
RO
VID
ED
BY
TH
E C
LIE
NT
. B
LU
EW
AT
ER
DR
AF
TIN
G, IN
CSH
AL
L B
E H
EL
D H
AR
ML
ESS F
RO
M A
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CL
AIM
ST
HA
T A
RIS
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HR
OU
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TH
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EP
RO
DU
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ION
OF
AN
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LA
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ON
ST
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CT
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OF
AN
YH
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ED
OR
UN
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LA
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FR
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EM
EN
T. O
WN
ER
SH
AL
LA
SSU
ME
AL
L C
OP
YR
IGH
T R
ESP
ON
SIB
ILIT
Y.
ELECTRIC CO. METER
CEILING FAN w/LIGHT
G.M.
B
GAS CO. METER
SMOKE DETECTORBELL
CEILING FAN
PHOTOCELL - WALL MOUNT
ELECTRICAL PANEL
TV JACK
JUNCTION BOX
12x48 FLUOR. FIXTURE
EXHAUST FAN w/LIGHT
24x48 FLUOR. FIXTURE
VP
EXHAUST FAN
VAPOR PROOF
DIMMER SWITCH
DISCONNECT SWITCH
PUSHBUTTON
4-WAY SWITCH
SINGLE POLE SWITCH
3-WAY SWITCH
ABOVE HDR FLOUR.
SWITCHED RECEPTACLE
DUPLEX FLOOR RECEPTACLE
QUADRAPLEX RECEPTACLE
SINGLE FLOOR RECEPTACLE
SWITCHED FLOOR RECEPTACLE
GFCI
220V RECEPTACLE
DUPLEX RECEPTACLE
SINGLE RECEPTACLE
LIGHT FIXTURE
DOUBLE FLOOD
LIGHT FIXTURE
DOUBLE FLOOD
SINGLE FLOOD
SINGLE FLOOD
RECESSED HIGH HAT
ELECTRICAL LEGEND
ELECTRIC CO. METER
CEILING FAN w/LIGHT
CEILING FAN
PHOTOCELL - WALL MOUNT
PHOTOCELL - SOFFIT MOUNT
PHONE JACK
TV JACK
JUNCTION BOX
ALARM PANELA-PK-P KEY PAD
AFCI ARC FAULT
GROUND FAULT CIRCUIT INTERRUPTER
CIRCUIT INTERRUPTER
WEATHERPROOF GROUND FAULT CIRCUIT INTERRUPTOR
GENERAL USE DUPLEX COMPUTER OUTLET (W/
RECEPTACLE)
UNDER CABINET FLUOR. FIXTURE
QUADRAPLEX FLOOR RECEPTACLE
- CEILING MOUNTED
- WALL MOUNTED
- SOFFIT MOUNTED
- WALL MOUNTED
- SOFFIT MOUNTED
- WALL MOUNTED
- PREWIRE ONLY
DOOR CHIME
WPGFCI
R
JJ
TVTV
DATADATA
SD
ODW ON DEMAND WATER
RANG
E W
/HO
OD
D.W.
REF
G.
D.
W.
WH
AHU
SD
SDSD
SDJJ
GFCIGFCI
GFCI
GFCI
GFCI
WPGFCI
WPGFCI
GFCI
TVTV
TVTV
HBHB
ELECTRICAL PLANSCALE: 14" = 1'-0"
SD CO
SD
200 A
MP
ELEC
. PA
NEL
HBHB
M.C.
M.C.
FORCED AIR RETURN18 12"H X 12 12"W
55CFM
55CFM
"OPTIONAL"ENERGY
RECOVERYVENTILATOR
4" DUCT
FANPREWIRE
ONLY
FANPREWIRE
ONLY
FANPREWIRE
ONLY
FANPREWIRE
ONLY
ELECTRICAL RISER
FROMPOWER
CO.
EXTERNAL INTERSYSTEMBONDING TERMINATION
BAR
200A = 20 CU OR 40 ALUMINUM
MIN. 6'-0"
4" SOLID CU TOGROUND RODS ORFOOTER STEEL
15A GENERAL LIGHTING20A SMALL APPLIANCE#10 CU TO WATER HEATER#8 CU TO RANGE
120 / 240 VSINGLE PHASE42 CIRCUIT
FLUSH MOUNTPANELMETER
MAINCOMBO
FOOTER STEEL
NOTE:· ELECTRICAL PER 2017 FLORIDA BUILDING CODE RESIDENTIAL 6TH EDITION CHAPTER 27 & NFPA 70· ONE SMOKE DETECTOR LOCATED WITHIN 10' OF EA. BEDROOM SHALL BE EQUIPPED WITH CARBON
MONOXIDE DETECTOR· ALL 120-VOLT, SINGLE PHASE, 15- AND 20-AMPERE BRANCH CIRCUITS SUPPLYING OUTLETS
INSTALLED IN DWELLING UNIT SHALL BE PROTECTED BY A LISTED ARC-FAULT CIRCUIT INTERRUPTER,COMBINATION TYPE INSTALLED TO PROVIDE PROTECTION OF THE BRANCH CIRCUIT
· ALL 125 VOLT, 15 AND 20 AMP RECEPTACLES INSTALLED IN A RESIDENCE SHALL BE LISTEDTAMPERRESISTANT RECEPTACLES. NO EXCEPTIONS FOR RECEPTACLES ON CEILINGS, ABOVECOUNTERS OR BEHIND APPLIANCES
BUILDING TO BE PROVIDED W/ ARC FAULT PROTECTIONALL DETECTORS OUTSIDE OF BEDROOM ARE SMOKE / CO COMBO DETECTORS
ALL OUTSIDE RECEPT. TO BE GFI AND WPALL RECEPT. TO BE TAMPER RESISTANT
(2) 2 X TOPPLATE
(1)2x4 #2 FULL LENGTH STUD
2 X SOLEPLATE
SIMPSON LSTA18@ EA. END OF
HEADER
HEADER DETAIL @ BEARING WALLSCALE: 12" =1'-0"
12" TIE-MAX OR
EQUAL 6" FROMENDS MIN. & 6'-0"
O.C. MAX.(INSTALL PER MFR.
SPECS. TYP.)
2X PT BTTM. PLATE& 12" TIE-MAX OR
EQUAL W/ 2" X 2" X18" WASHER & NUT
ANCHORED PERPLAN
PRE ENGINEEREDROOF TRUSSES
(1)2x4 #2 JACK STUD
(2) 2X HEADER PER KEY
MEDICINE CABINET FRAMINGSCALE: 12" =1'-0"
6'-0
" AFF
.
17
1 2"
R.O
.
13 12"
R.O.
2X4 STUDSAT 16" O.C.
2X4 FRAMINGAS REQUIRED
FOUNDATION PER PLAN
72" +/- MAX.
8'-0
"
TYPICAL PANEL ATTACHMENTAT EXTERIOR FRAME BEARING WALLS
SCALE: 12" =1'-0"
(2) 2X4 SP#2TOP PLATE
12" TIE-MAX OR EQUAL6" FROM ENDS MIN. &
6'-0" O.C. MAX.(INSTALL PER MFR.
SPECS. TYP.)
2X4 PT. SOLE PLATE
FASTEN WITH WIDEHEADED ROOFER NAILSAT 6" O.C. AT EDGES &
6" O.C. ATINTERMEDIATE FRAMING
SI STRONG PANELSTRUCTURAL
STYROFOAM PANEL
PRE ENGINEEREDROOF TRUSSES
D.W.
W.
WH
AHU
HBHB
1'-3"2'-7"4'-0"3'-10"3'-9"1'-3"
23'-4" 16'-8"
40'-0"
1'-3
"3
'-6"
1'-3
"
1'-3" 1'-10" 4'-0" 2'-7" 4'-0" 4'-1" 4'-4" 1'-3"
1'-3
"5
'-6"
6'-0
"6
'-0"
6'-0
"1
'-3"
26
'-0"
6'-0
"5
'-3"
37
'-3"
1'-3
"2
'-9"
4'-0
"6
'-0"
6'-0
"4
'-0"
3'-4
"3
'-5"
1'-3
"
1'-3"2'-0"3'-8"3'-5"4'-4"2'-10"4'-0"6'-0"4'-0"1'-10"1'-3"
15'-2" 15'-6" 9'-4"
40'-0"
5'-5"
32
'-0"
5'-3
"
1'-6
1 2"
5'-0"10'-434"
3'-0
"4
'-31 2"
3'-0
1 2"
2'-4
3 4"
4'-2
3 4"
14'-838"
15'-712" 51
2"
2'-9
"1
0"
2'-5
"
5'-6"
1'-6
1 2"
2'-11"
2'-5" 1'-0"5'-0
"
10'-038"
4" CONC. SLAB REINF W/ 6 X 6 #10WWF OR FIBERMESH REINFORCINGOVER 6 MIL VAPOR BARRIER ON
TERMITE TREATED EARTH FILLCOMPACTED TO 95% MIN MAX DRY
DENSITY (MOD PROC.)
EL. 0'-0"
2" PVC CHASEVERIFY IN FEILD
NOTE: SET SINKDRAIN 7" FROM
OUTER EDGE OFSLAB
4" PVC CHASE
200 AMPELEC. PANEL
18"D X 16"W CONTINUOUSMONOLITHIC CONC. FTG
REINFORCED W/ (2) #5REBAR CONT.
PRE-MANUFACTUREDROLL IN SHOWER
F.D.
34" SAW CUT CONTROL JOINT
34" SAW CUT CONTROL JOINT
34" S
AW
CUT
CO
NTR
OL
JOIN
T
34" S
AW
CUT
CO
NTR
OL
JOIN
T
TIE-MAX OR HURRI BOLT SYSTEM INSTALLEDAS PER MANUFACTURER SPEC. (BUILDERSCHOICE) SPACED 15" FROM CORNERS, 8"
FROM OPENINGS AND 6'-0" O.C. MAX.
4" CONC. SLAB REINFORCEDW/ 6X6 #10 OR FIBERMESHREINFORCING
F.F. 12' ABOVECROWN OF ROAD
18"D X 12"W CONTINUOUSMONOLITHIC CONC. FTG
REINFORCED W/ (2) #5 REBAR CONT
18"D X 16"W CONTINUOUSMONOLITHIC CONC. FTGREINFORCED W/ (2) #5 REBARCONT
CONC. A/C PADAS REQUIRED48" X 36"
CONC. STOOP
SILL
SILL
4"
4"
EL. 0'-0"
SLO
PE
4"
3"
4"
3"15'-0"
4X6 PT. POST
2" VTR
FOUNDATION PLANSCALE: 14" = 1'-0"
HBHB
A3
SHEET
TH
E D
ISC
OV
ER
Y R
IGH
T H
AN
D M
OD
EL
FO
R:
habitat
for h
umanity
Project: BW-6877Date: 1-3-18Prelim: 1-19-18
Final: 1-25-18
Florida Registration
No. 9900
THOMAS H. WILLIFORD
ARCHITECT
P.O. BOX 268
HOMOSASSA SPRINGS
FL. 34445
(352) 476-1937
AA26001749
BLU
EW
AT
ER
DR
AFT
ING
, IN
C.
1075
W. G
ulf t
o L
ake
hwy,
Lec
anto
, Fl 3
4461
Cit
rus
PH
: 352-
436-
4225
Mar
ion
PH
: 352
-522
-065
0F
AX
:352-
436-
4265
EM
AIL
: pla
ns@
blu
ewat
erdra
ftin
g.co
m
TH
E C
ON
TR
AC
TO
R S
HA
LL
BE
RE
SP
ON
SIB
LE
FO
R V
ER
IFY
ING
AL
L D
IME
NSIO
NS S
HO
WN
,A
ND
TH
AT
AL
L C
ON
ST
RU
CT
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CO
MP
LIE
SW
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LO
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L B
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DIN
G C
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E &
OR
DIN
AN
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S.
DE
SIG
N A
ND
EL
EV
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S W
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VID
ED
BY
TH
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CSH
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ST
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OF
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OR
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LA
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CO
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IN
FR
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EM
EN
T. O
WN
ER
SH
AL
LA
SSU
ME
AL
L C
OP
YR
IGH
T R
ESP
ON
SIB
ILIT
Y.
TRUSS PLANSCALE: 1/4" = 1'-0"
AAAA
A A A
A
A
1
11
MARK HEADER SPECIFICATION
BEAM SCHEDULE
(2) SP #2 2X12 PT. BEAMW/ 12" PLYWOOD FILLER
1
MARK HEADER SPECIFICATION
HEADER SCHEDULE
(2) 2X8 WOOD HEADERW/ (1) 12" PLYWOOD FILLER
A
SIMPSON ABU46 INSTALLEDPER MANUFACTURERS SPEC.
PRE-ENGINEERED TRUSSES PERPLAN, SEE TRUSS SHEET FORAPPROVED ANCHOR
ALUM. VENTED SOFFIT
ALUM FASCIA ON 2X 6 SUB-FASCIA
ALUM. DRIP EDGE CONT.
12PITCH
4X6 SP #2 PT POST
CONNECTION PER BEAM TO POSTCONNECTION DETAIL (SEE DETAIL)
VINYL BEAD BOARD CLGOR EQUAL
FIBERGLASS SHINGLES ON #15 FELT
NOTE:EXTERIOR GRADE TO SLOPE 6" INFIRST 10' AWAY FROM STRUCTURE
GRADECLEAN, TERMITE TREATEDFILL, COMPACTED TO 95%
3000 P.S.I. CONC. MONOLITHICFOUNDATION W/ (2) #5 REBAR CONT(3" MIN COVER,6" MIN EMBED)
18"
12"
12
"M
IN.
3" C
LR. 3" CLR.
MIN
.
6"
SLAB PER PLAN
POST DETAILSCALE: 12" = 1'-0"
4 12" OSB SHEATHING
4"WOOD TRIM PERSUPERINTENDENT
12" MAX.
ROOF SHEATHING PER PLANS
TRUSSES SECURED TO SOLE PLATEW/ USP RT16T TIE OR EQUAL
PRE-ENG. TRUSSES AT 24" O.C.
2X6 MIN. SOLE PLATE
SOLE PLATE SECURED THRU SHEATHING TOTRUSSES W/ USP RT12F OR EQUAL @ EA. TRUSS
INTERSECTION FASTEN WITH (4) 16D NAILS
VALLEY OVER FRAMING DETAILSCALE: N.T.S.
VINYL SIDING OVERVAPOR BARRIER ON 12"OSB W/ 8d NAILS AT 3"O.C. AT EDGE AND 6"O.C. IN FIELD.
MP34 EA RAFTER
RIDGE DEPTH AT LEASTEQUAL TO PLUMB CUT
(2X6 MIN)
RAFTERS SECURED TO SOLEPLATE W/ (6) 12d NAILS
TOENAIL RIDGE TO PLATEW/(3) 16d NAILS EA. SIDE ROOF SHEATHING PER PLAN
1X6 MIN COLLAR TIE
PRE-ENGINEERED TRUSSES
PRE-ENGINEERED TRUSSES
2X RAFTERS (SEE CHART)
2X6 MIN SOLE PLATE
SOLE PLATE SECURED TO SHEATHING AND SUPPORTINGTRUSS W/ RT16T W/(4) 8d NAILS EA MEMBER
CONVENTIONAL OVER FRAME DETAILNOTE:1. WHERE RAFTERS BEAR ON WALLS USE HETA-16 STRAP(MASONRY), OR HTS-16(FRAME)2. AT AREAS WHERE CEILING JOIST DO NOT TIE THE BOTTOM OF THE RAFTERS TOGETHER, INSTALL COLLAR TIES(1X6 MIN.) IN THE UPPER 1
3 OF ROOF ON EVERY 3RD RAFTER PAIR WITH (3) 8d NAILS
MAXIMUM RAFTER SPANSIZE/SPACING16" O.C. 24" O.C.
2X62X82X10
9'-6"12'-6"16'-0"
7'-9"10'-3"13'-0"
BEAM TO POSTCONNECTION DETAILSCALE 12" = 1'-0"
4X6 SP #2 P.T.POST TYP.
(2) 12" DIA. GALV.GRADE 307 CARRIAGE
BOLTS W/ 1-12" DIA.GALV. WASHERS
SIMPSON HUSC210-2(CONCEALED FLANGE)AT BOTH ENDS
PROVIDE 2-34" X 11-78"NOTCH IN POST
1
1
1
3
3
33
3
a
a
3 3
2 2
2
2 2
2
2
2
2
2
2
2
2
2
2
2
2
33
a
a
NAILING PATTERNS:(a = 4'-0") (b = 4'-0")1. ZONE 1=6" O.C. @ PANEL EDGES, 6" O.C. FIELD2. ZONE 2=6" O.C. THROUGHOUT3. ZONE 3=4" O.C. THROUGHOUT
SHEATHING SHALL BE FASTENED TO ROOF FRAMING WITH 8D FULLHEAD RING SHANK NAILS
ROOF NAILING PATTERNSCALE: N.T.S.
4/12 PITCH1'-4" O.H.ROOF LOADING:37psf TOTAL LOAD20psf TOP CHORD DEAD LOAD7psf TOP CHORD DEAD LOAD10psf BOTTOM CHORD DEAD LOAD10psf BOTTOM CHORD LIVE LOAD
140mph WIND SPEEDASCE 7-010, CAT. II.EXP. B, CLOSED BLDG.
ROOF ANCHOR SCHEDULEPRE-ENGINEERED TRUSS PACKAGE BYBRUCE COMPONENTS SYSTEM INC. ISHEREBY INCORPORATED IN TO THESECONSTRUCTION DOCUMENTS
TYPICAL CONNECTOR: (1) SIMPSON LTS12 AT ALL LOCATIONS U.N.O.(EQUALLY RATED FASTENERS ARE ALLOWED)
VENTILATION CALCULATION
_____ SF = RIDGE VENT: ___'SOFFIT VENT: ___'
ROOF CRITERIAFORMULA = S.F. / 300 PER SECTION R806 = LINEARFEET OF GAF MASTER FLOW RIDGE & SOFFIT VENTS OREQUAL
- PLUMB CUT FASCIA- ROOF PITCH PER ELEVATION-WINDLOAD CALC. PER ASCE 7-10 (REFER TO PLAN)-SHINGLE ROOF LOADING 7LBS TOPCHORD, 10 LBS BTTM CHORD, TYP.U.N.O. PER TRUSS MANUF.-ROOFERS TO CONFIRM W/ RIDGEVENT MANUF. PRIOR TO INSTAL.
VERIFYSEPTIC
LOCATION
PLUMBING RISERN.T.S.
MARK DESCRIPTION W OR S TRAP VENT
PLUMBING FIXTURE SCHEDULE
P1 WATER CLOSET 3" INT 2"
P3
P2 SINK 2" 2" 2"
P5
SHOWER 2" -- 2"
WASHER 2" 2" 2"
P4 TUB 2" 2"--
P2
P3
P1
P2
2" VTR
P5
P1
P4
P2
2" VTR
2" VTR
A4
SHEET
TH
E D
ISC
OV
ER
Y R
IGH
T H
AN
D M
OD
EL
FO
R:
habitat
for h
umanity
Project: BW-6877Date: 1-3-18Prelim: 1-19-18
Final: 1-25-18
Florida Registration
No. 9900
THOMAS H. WILLIFORD
ARCHITECT
P.O. BOX 268
HOMOSASSA SPRINGS
FL. 34445
(352) 476-1937
AA26001749
BLU
EW
AT
ER
DR
AFT
ING
, IN
C.
1075
W. G
ulf t
o L
ake
hwy,
Lec
anto
, Fl 3
4461
Cit
rus
PH
: 352-
436-
4225
Mar
ion
PH
: 352
-522
-065
0F
AX
:352-
436-
4265
EM
AIL
: pla
ns@
blu
ewat
erdra
ftin
g.co
m
TH
E C
ON
TR
AC
TO
R S
HA
LL
BE
RE
SP
ON
SIB
LE
FO
R V
ER
IFY
ING
AL
L D
IME
NSIO
NS S
HO
WN
,A
ND
TH
AT
AL
L C
ON
ST
RU
CT
ION
CO
MP
LIE
SW
ITH
LO
CA
L B
UIL
DIN
G C
OD
E &
OR
DIN
AN
CE
S.
DE
SIG
N A
ND
EL
EV
AT
ION
S W
ER
E P
RO
VID
ED
BY
TH
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LIE
NT
. B
LU
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DR
AF
TIN
G, IN
CSH
AL
L B
E H
EL
D H
AR
ML
ESS F
RO
M A
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CL
AIM
ST
HA
T A
RIS
E T
HR
OU
GH
TH
E R
EP
RO
DU
CT
ION
OF
AN
Y P
LA
NS O
R C
ON
ST
RU
CT
ION
OF
AN
YH
OM
E R
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ED
OR
UN
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LA
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D T
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CO
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RIG
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IN
FR
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EM
EN
T. O
WN
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SH
AL
LA
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ME
AL
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OP
YR
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T R
ESP
ON
SIB
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Y.
3 BR WINDOW & DOOR CUT LIST
WINDOWSLIVING ROOMLIVING ROOMKITCHENBATHROOM - MASTERBEDROOM - FRONTBEDROOM - MIDDLEBEDROOM - MASTER
SIZE3040304030302030305030503050
R.O.36" X 48"36" X 48"36" X 36"24" X 36"36" X 60"36" X 60"36" X 60"
JACK78 12"78 12"78 12"78 12"78 12"78 12"78 12"
HEADER39"
27"
SILL36"36"36"24"36"36"36"
CRIPPLE29"
41"
17"
39"39"
39"39"39"
29"
41"
17"17"
DOORSFRONT DOORREAR DOOR
R.O.38" X 82 12"34" X 81"
JACK81"
79 12"
HEADER41"37"
2 X 4 CUT LISTJACKS - WINDOWS (all)
SIZE78 12"
QTY.14
JACKS - FRONT DOOR 81" 2JACKS - REAR DOOR 79 12" 2HEADERS - WINDOW 27" 1HEADERS - WINDOW 39" 6HEADERS - FRONT DOOR 41" 1HEADERS - REAR DOOR 37" 1SILLS - WINDOW 36" 6
24" 1CRIPPLES - WINDOWS 17" 12CRIPPLES - WINDOWS 29" 8
SILLS - WINDOW
CRIPPLES - WINDOWS 41" 8
2 X 8 CUT LIST SIZE27"
QTY.2
39" 1241" 237" 2
HEADERS - WINDOWHEADERS - WINDOWHEADERS - DOORHEADERS - DOOR
12' 2X8 CUT LAYOUT39"39"37"27"
BOARD 1 BOARD 2
39"39"37"27"
BOARD 3
39"41"41"
BOARD 4
39"39"39"
BOARD 5
39"39"
BOARD 6
39"
2 2 23 27 27 105
39"
SWING DOORS32" DOOR (28)
R.O.34" X 82"38" X 82"
JACK81"
HEADER
41"37"
36" DOOR (30) 81"
40 DOOR (48")R.O.
49 14" X 81 12
JACK80"
HEADER52 14"
30 DOOR (36") 37 12" X 81 12 80" 40 12"26 DOOR (30") 31 12" X 81 12 80" 34 12"30 DOOR (36") 25 12" X 81 12 80" 28 12"30 DOOR (36") 19 12" X 81 12 80" 22 12"
USED IN ALL MASTER BR'SR.O.
71" X 82 12
JACK81"
HEADER74"
BiFOLD DOORS
BY-PASS DOORS
A-5
SHEET
NE
W F
RE
E S
TA
ND
ING
SH
ED
FO
R:
habitat
for h
umanity
Florida Registration
No. 9900
THOMAS H. WILLIFORD
ARCHITECT
P.O. BOX 268
HOMOSASSA SPRINGS
FL. 34445
(352) 476-1937
AA26001749
BLU
EW
ATE
RD
RA
FTIN
G, I
NC
.10
75 W
. Gul
f to
Lak
e hw
y, L
ecan
to, F
l 344
61C
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s P
H: 35
2-43
6-42
25 M
ario
n P
H: 352
-522
-065
0F
AX
:352-
436-
4265
EM
AIL
: pla
ns@
blu
ewat
erdra
ftin
g.co
m
TH
E C
ON
TR
AC
TO
R S
HA
LL
BE
RE
SP
ON
SIB
LE
FO
R V
ER
IFY
ING
AL
L D
IME
NSIO
NS S
HO
WN
,A
ND
TH
AT
AL
L C
ON
ST
RU
CT
ION
CO
MP
LIE
SW
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LO
CA
L B
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DIN
G C
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OR
DIN
AN
CE
S.
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SIG
N A
ND
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EV
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S W
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E P
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ED
BY
TH
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. B
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Project: BW-6877Date: 1-3-18Prelim: 1-19-18
Final: 1-25-18
19.3
12
7.3
12
4'-0
" BRG
. HG
T. 8'-0
"
8"
3'-0
"5'-11
5 16"
6'-0
"
2'-0" 4'-0" 2'-0"
8'-0"
2X4 SP#2 RIDGE BOARD
2X4 GUSSETS W/ (6) 16d GALV. NAILS(REQUIRED ON 1 SIDE OF RAFTERS)
SCALE: 1/2" = 1'-0"FRONT FRAMING ELEV. SCALE: 1/2" = 1'-0"
SIDE FRAMING ELEV.8'-0"
4'-0
"
(4) #8d TOE NAILS TYP.AT EA. JOINT IN END WALL
TYP. 2X4 SPF STUDSSPACED 24" O.C.
2X4 PT. SOLE PLATES FASTENED TOSLAB WITH 3/8"Ø X 4" EXPANSIONANCHORS AT 24" O.C.
2X4 SP#2 RIDGE BOARD
2X4 SP#2 WOOD RAFTER SPACED AT24" O.C. (ALIGN WITH WALL STUDS)
19.3
12
7.3
12
4'-0
" BRG
. HG
T. 8'-0
"
8'-0"
(4) #8d TOE NAILS TYP. ATEA. JOINT IN END WALL
SCALE: 1/2" = 1'-0"REAR FRAMING ELEV.
2500 PSI. 4" CONC. SLAB
TYP. 2X4 SPF STUDSSPACED 24" O.C.
SCALE: 1/2" = 1'-0"FRONT ELEVATION
19.3
12
7.3
12
4'-0
" BRG
. HG
T. 8'-0
"
2" 2"
6'-0" ALUM. RIDGE VENT
SIDE ELEVATION
30 YR. FUNGUS RESISTANTFIBERGLASS SHINGLES OVER #30 FELT
SCALE: 1/2" = 1'-0"
REAR ELEVATION
4'-0
" BRG
. HG
T. 8'-0
"
PAINTED 1X6 TRIM
PAINTED 1X4 TRIM
PAINTED T1-11
SCALE: 1/2" = 1'-0"
FRONT
SCALE: 1/2" = 1'-0"DOOR DETAIL(2) REQUIRED(1) LEFT HAND(1) RIGHT HAND
1/2" T1-11 EXTERIORSHEATHING ATTACHEDFRAMING W/ 8d NAILS
AT 6" O.C. AT EDGEAND 12" O.C. IN FIELD
MOUNT HINGES 8"FROM TOP AND BOT.
(CENTER MIDDLE HINGE)
1X4 TRIM
2X4 FRAMING
1/2" OSB GUSSETS
2X4 FRAMING
SIDE REAR
GRADE
CROSS SECTION DETAILSCALE: 12" = 1'-0"
2'-91 2"
3'-13 4"
8"D X 8"W CONTINUOUSMONOLITHIC CONC. FTGREINF'D W/ (1) #5 CONT.(25" MIN LAP SPLICE)
2500 PSI. 4" CONC. SLAB ONTERMITE TREATED EARTH FILLCOMPACTED TO 95" MIN MAXDRY DRY DENSITY (MOD PROC)
1/2" T1-11 EXTERIORSHEATHING ATTACHEDFRAMING W/ 8d NAILS
AT 6" O.C. AT EDGEAND 12" O.C. IN FIELD
1X4 TRIM
GALV. DRIP EDGE
2X4 PT. SOLE PLATE FASTENED TOSLAB WITH 3/8"Ø X 4" EXPANSIONANCHORS AT 24" O.C.
PROVIDE SIMPSON SP1 PLATE TIEAT EA. STUD TO SOLE PLATE
TYP. 2X4 SPF STUD GRADESTUDS SPACED 24" O.C.
2X6 PT. SP#2 TOP PLATE
SIMPSON LTS12 TYP. AT ALLRAFTER TIE DOWN LOCATIONS
2X4 GUSSETS W/ (6) 16d GALV. NAILS(REQUIRED ON 1 SIDE OF RAFTERS
28"
24"
2X4 SP#2 WOOD RAFTERSSPACED AT 24" O.C.
(ALIGN WITH ALL STUDS)
2X4 SP#2 RIDGE BOARD
1/2" OSB SHEETING FASTENED W/ 8d FULL HEADRING SHANK NAILS. MIN GROUP 2 SPECIES TO BEUSED AT INTERMEDIATE FRAMING. SHEATHING TO
BE INSTALLED PERPENDICULAR TO FRAMING W/ ENDJOINTS STAGGERED. (SEE FRAMING PLAN FOR NAIL
PATTERN) (PROVIDE PLYWOOD CLIPS @ 24" O.C.)
30 YR FUNGUS RESISTANTFIBERGLASS SHINGLES OVER #30 FELT
19.312
7.312
UPLIFT VALUESLOCATION COMMON END ZONE
WOOD WALL 828
HEADER/BEAM SCHEDULE
MARKNO.
NOTE: PROVIDE (1) SIMPSON LTS12 ATALL TIE DOWN LOCATIONS U.N.O.
H-1
CLEARSPAN
6'-0" MAX
HEADER & BEAMSIZE
(2) 2X10 SP#2 W/ 1/2" PLYWOOD FILLER
ALL FASTENINGS MUST IN COMPLIANCE WITH CHAPTERS 6 AND 7 FBCBUILDING, 6TH EDITION 2017
WOOD STUDS AND GIRDER SUPPORT POSTS USED FOR BEARING WALLFRAMING OF LESS THAN 10'-0" PLATE HEIGHT SHALL BE HEM-FIR, S-P-F,OR S-Y-P, STUD GRADE OR BETTER. WOOD STUDS AND GIRDER SUPPORTPOSTS USED FOR BEARING WALL FRAMING WITH 10'-0" PLATE HEIGHTS ORGREATER SHALL BE HEM-FIR, S-P-F, OR S-Y-P CONSTRUCTION GRADE ORBETTER. WALL OPENINGS SHALL BE CONSTRUCTED IN ACCORDANCE WITHCHAPTER 6 SECTION R602, FMC BUILDING, 6TH EDITION, 2017
ALL WOOD CONSTRUCTION MUST CONFORM TO THE PROVISIONS OFCHAPTER 6 FBC BUILDING, 6TH EDITION, 2017
PROVIDE A CONTINUOUS LOAD PATH BETWEEN FOUNDATION AND ROOFSYSTEM. ALL CONNECTORS SHALL BE INSTALLED PER MRF'SRECOMMENDATIONS. FASTENERS NOT OTHERWISE SPECIFIED ONDRAWINGS SHALL BE IN ACCORDANCE W/R602 FBC BUILDING, 6THEDITION, 2017
8" W X 8"D CONTINUOUSMONO. CONC. FTG. REINF'D
W/ (1) # 5 REBAR CONT.
8'-0
"
8'-0"
2500 PSI. 4" CONC. SLAB ONTERMITE TREATED EARTH FILLCOMPACTED TO 95" MIN MAX
DRY DENSITY (MOD PROC)
FOUNDATION PLAN
SCALE: 1/2" = 1'-0"
2X4 FRAMED WALL (TYP.)
2'-0" 4'-0" 2'-0"
8'-0"
8'-0
"
8'-0"
8'-0
"
48" X 72" 2X4 WOODFRAMED DOORS (C-3)
A5C
SHED FLOOR PLAN
SCALE: 1/2" = 1'-0"
8'-0
"
8'-0"
ROOF FRAMING PLANSCALE: 1/2" = 1'-0"
RID
GE
RID
GE
RID
GE
2" E
AVE
2" E
AVE
2" GABLE
2" GABLE
H-1
ROOF SHEATHING NAILINGALL NAILING SHALL BE W/ 8d RING SHANK NAILSALL LOCATIONS = 6" O.C. AT PANEL EDGES, 6" O.C. IN THE FIELD