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

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

NY

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

EL

AT

ED

OR

UN

RE

LA

TE

D T

O A

NY

CO

PY

RIG

HT

IN

FR

ING

EM

EN

T. O

WN

ER

SH

AL

LA

SSU

ME

AL

L C

OP

YR

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

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

NY

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

EL

AT

ED

OR

UN

RE

LA

TE

D T

O A

NY

CO

PY

RIG

HT

IN

FR

ING

EM

EN

T. O

WN

ER

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

NY

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

EL

AT

ED

OR

UN

RE

LA

TE

D T

O A

NY

CO

PY

RIG

HT

IN

FR

ING

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

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

NY

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

EL

AT

ED

OR

UN

RE

LA

TE

D T

O A

NY

CO

PY

RIG

HT

IN

FR

ING

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

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

NY

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

EL

AT

ED

OR

UN

RE

LA

TE

D T

O A

NY

CO

PY

RIG

HT

IN

FR

ING

EM

EN

T. O

WN

ER

SH

AL

LA

SSU

ME

AL

L C

OP

YR

IGH

T R

ESP

ON

SIB

ILIT

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

itru

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

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

NY

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

EL

AT

ED

OR

UN

RE

LA

TE

D T

O A

NY

CO

PY

RIG

HT

IN

FR

ING

EM

EN

T. O

WN

ER

SH

AL

LA

SSU

ME

AL

L C

OP

YR

IGH

T R

ESP

ON

SIB

ILIT

Y.

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