elev e...lot: 257-259 subdiv: marblebrook tv's g.c.d. # 10447 block : adrs: 19567-19559 galleon...

DATE:

07-24-18

PLAN:

SHEET#

SCALE:

CHECKED BY:

REVISED:

DRAWN BY:

JSL

A1

1/4" = 1'-0"

ELEVATION

ELEV E

J.W.C.

RESI

DENC

E FO

R:

1342

E

MOD

EL: S

PEC

SUBD

IV: M

ARBL

EBRO

OK T

V's

G.C.

D. #

1044

7

LOT:

257-

259

BLOC

K :

ADRS

: 195

67-1

9559

GAL

LEON

POI

NT D

RPh

one

(239

) 540

-182

2Fa

x (2

39) 5

40-7

759

& D

esig

nG

ulf

Coa

st D

raft

ing

This

sign

atur

e an

d se

al is

for w

ork

perf

orm

ed b

y th

e St

ruct

ural

Eng

inee

r of R

ecor

d(S

ER) r

elat

ed to

Stru

ctur

al E

ngin

eerin

g on

ly.

No

wor

k w

as p

erfo

rmed

by

the

SER

inot

her d

isci

plin

es su

ch a

s arc

hite

ctur

al, m

echa

nica

l, pl

umbi

ng, e

lect

rical

, fire

, life

safe

ty, a

cces

sibi

lity,

ene

rgy,

site

wor

k, c

ivil,

or g

eote

chni

cal.

STR

UC

TUR

AL

ENG

INEE

RIN

G

D.R.

H. 57

9380

094-

096

09-18-18

AutoCAD SHX TextON CONC. BLOCK

AutoCAD SHX TextDECO. TEXT. FINISH





AutoCAD SHX Text%%U%%OLEFT ELEVATION: E%%O

AutoCAD SHX TextSCALE: 1/4"=1'-0"

AutoCAD SHX Text%%U%%ORIGHT ELEVATION: E%%O


AutoCAD SHX Text%%U%%OREAR ELEVATION: E%%O


AutoCAD SHX TextFIN. FLOOR SLAB

AutoCAD SHX Text8'-8" TOP OF BEAM

AutoCAD SHX Text0'-0" TOP OF




AutoCAD SHX TextSHINGLE ROOF

AutoCAD SHX TextTILE ROOF OR



AutoCAD SHX Text4

AutoCAD SHX Text12

AutoCAD SHX Text4

AutoCAD SHX Text12

AutoCAD SHX Text4

AutoCAD SHX Text12

AutoCAD SHX Text4

AutoCAD SHX Text12












AutoCAD SHX Text4

AutoCAD SHX Text12

AutoCAD SHX Text4

AutoCAD SHX Text12

AutoCAD SHX Text%%U%%OFRONT ELEVATION "E"%%O





AutoCAD SHX Text4

AutoCAD SHX Text12

AutoCAD SHX Text4

AutoCAD SHX Text12

AutoCAD SHX TextDESIGN IN ACCORDANCE W/ THE 2017 RESIDENTIAL FLORIDA BUILDING CODE- 6TH EDITION

AutoCAD SHX Text35 SH.

AutoCAD SHX Text35 SH.

AutoCAD SHX Text25 S.H.


AutoCAD SHX Text16'-0" X 7'-0" O.H. GARAGE DR.


AutoCAD SHX Text2 - 4068 SLD. GLS. DRS.


AutoCAD SHX Text3068 DR.


AutoCAD SHX TextCAPE CORAL, FL 33904

AutoCAD SHX Text(239) 549-4554

AutoCAD SHX TextOF NORTH FLORIDA

AutoCAD SHX TextSTRUCTURAL

AutoCAD SHX TextSYSTEMS

AutoCAD SHX Text1634 S.E. 47th ST SUITE #3

AutoCAD SHX TextCA# 8829

AutoCAD SHX TextWHERE THE ROOF FRAMING CONFLICTS WITH THE ROOF VENTS, INSTALLATION OF THE VENT MORE THAN 3'-0" BELOW THE RIDGE IS ALLOWED PER R806.2.2

AutoCAD SHX Text2 HR FIRE WALL

AutoCAD SHX TextMIN.

AutoCAD SHX TextMIN.

AutoCAD SHX TextBOTTOM OF VENT SHALL BE LOCATED NO MORE THAN 3'-0" BELOW THE RIDGE PER R806.2.2

AutoCAD SHX TextBOTTOM OF VENT SHALL BE LOCATED NO MORE THAN 3'-0" BELOW THE RIDGE PER R806.2.2

AutoCAD SHX Text1

AutoCAD SHX TextDELETE WINDOW FROM MASTER BATH

AutoCAD SHX TextREVISIONS

AutoCAD SHX TextMARK

AutoCAD SHX TextDATE

AutoCAD SHX TextDESCRIPTION

AutoCAD SHX Text09-18-18

AutoCAD SHX TextREMOVE TILE REPLACE W/ FIBERGLASS SHWR PAN MASTER BATH

AutoCAD SHX Text1

AutoCAD SHX TextREMOVE WINDOW

AutoCAD SHX Text1

AutoCAD SHX TextREMOVE WINDOW

AutoCAD SHX Text1

DATE:

07-24-18

PLAN:

SHEET#

SCALE:

CHECKED BY:

REVISED:

DRAWN BY:

JSL

A2

1/4" = 1'-0"

FOUNDATION

ELEV E

J.W.C.

RESI

DENC

E FO

R:

1342

E

MOD

EL: S

PEC

SUBD

IV: M

ARBL

EBRO

OK T

V's

G.C.

D. #

1044

7

LOT:

257-

259

BLOC

K :

ADRS

: 195

67-1

9559

GAL

LEON

POI

NT D

RPh

one

(239

) 540

-182

2Fa

x (2

39) 5

40-7

759

& D

esig

nG

ulf

Coa

st D

raft

ing

This

sign

atur

e an

d se

al is

for w

ork

perf

orm

ed b

y th

e St

ruct

ural

Eng

inee

r of R

ecor

d(S

ER) r

elat

ed to

Stru

ctur

al E

ngin

eerin

g on

ly.

No

wor

k w

as p

erfo

rmed

by

the

SER

inot

her d

isci

plin

es su

ch a

s arc

hite

ctur

al, m

echa

nica

l, pl

umbi

ng, e

lect

rical

, fire

, life

safe

ty, a

cces

sibi

lity,

ene

rgy,

site

wor

k, c

ivil,

or g

eote

chni

cal.

STR

UC

TUR

AL

ENG

INEE

RIN

G

D.R.

H. 57

9380

094-

096

09-18-18

AutoCAD SHX TextH.B.



AutoCAD SHX Text1 1/2" RECESS TRACK FOR

AutoCAD SHX Text5' TUB/

AutoCAD SHX Text3'-0" X 3'-0"

AutoCAD SHX TextA/C PAD

AutoCAD SHX TextREF. SPACE

AutoCAD SHX TextRANGE

AutoCAD SHX TextD.W.

AutoCAD SHX TextSINK W/ DISP.

AutoCAD SHX TextSHWR.

AutoCAD SHX TextELEVATION @ 0'-0"

AutoCAD SHX TextELEV. @ (-) 4"

AutoCAD SHX TextSLOPE

AutoCAD SHX TextELECTRICAL METER

AutoCAD SHX Text6" X12"RECESS

AutoCAD SHX Text6" X12"RECESS

AutoCAD SHX TextPLAN NOTES: 1) TOP OF GROUND FLOOR SLAB DATUM ELEVATION 0'-0". 2) FOOTING MAY BE STEPPED DOWN TO ACCOMODATE SLOPE IN FINISHED GRADE. 3) 'F#' DENOTES CONTINUOUS WALL FOOTING TYPE PER SCHEDULE THIS SHEET. 4) # DENOTES PAD FOOTING AT CONCENTRATED LOADS PER SCHEDULE THIS SHEET. 5) PROVIDE #5 VERTICAL REINFORCING AT DOT LOCATIONS SHOWN ON PLAN FROM FOOTING TO BOND BEAM. 6) ALL DIMENSIONS ARE TO OUTSIDE FACE OF MASONRY WALLS. SOME SLAB EDGES MAY EXTEND BEYOND FACE OF WALL. 7) FOR DIMENSIONS OF ROUGH OPENINGS IN MASONRY WALLS, COORDINATE WITH WINDOW/DOOR SUPPLIER. 8) PROVIDE PRESSURE TREATED BUCKS AT WINDOWS / DOORS PER DETAIL 7/S-1.

AutoCAD SHX Text1-#5

AutoCAD SHX TextCONT.

AutoCAD SHX Text0'-8"

AutoCAD SHX TextTE


AutoCAD SHX TextPAD FOOTING SCHEDULE






AutoCAD SHX TextDEPTH

AutoCAD SHX TextNOTE: REINFORCING IN FOOTINGS SHALL BE CONTINUOUS AT CORNERS AND INTERSECTIONS. ADD CORNER BAR 25"x25" AT EACH LONGITUDINAL BAR.

AutoCAD SHX TextE

AutoCAD SHX TextD





AutoCAD SHX TextC

AutoCAD SHX TextA

AutoCAD SHX TextB

AutoCAD SHX TextUSED

AutoCAD SHX TextTYPE




AutoCAD SHX TextWIDTH




AutoCAD SHX TextLENGTH





AutoCAD SHX Text-

AutoCAD SHX Text-

AutoCAD SHX TextSHORT WAY




AutoCAD SHX TextBOTTOM REINF.




AutoCAD SHX TextLONG WAY

AutoCAD SHX TextREMARKS

AutoCAD SHX Text-

AutoCAD SHX Text-

AutoCAD SHX Text-




AutoCAD SHX TextWALL FOOTING SCHEDULE



AutoCAD SHX TextDEPTH


AutoCAD SHX TextF6A

AutoCAD SHX TextF5

AutoCAD SHX TextF4

AutoCAD SHX TextF3

AutoCAD SHX TextF2

AutoCAD SHX TextF1

AutoCAD SHX TextUSED

AutoCAD SHX TextTYPE














AutoCAD SHX TextLENGTH

AutoCAD SHX TextSHAPE





AutoCAD SHX TextBOTTOM

AutoCAD SHX TextREINFORCING



AutoCAD SHX Text%%UFOUNDATION PLAN "E"

AutoCAD SHX TextSCALE: 1/4" = 1'-0"

AutoCAD SHX TextA

AutoCAD SHX TextA

AutoCAD SHX TextA

AutoCAD SHX TextA

AutoCAD SHX TextA

AutoCAD SHX TextF3

AutoCAD SHX TextF3

AutoCAD SHX TextF3

AutoCAD SHX TextF3

AutoCAD SHX TextF5

AutoCAD SHX TextF3

AutoCAD SHX TextF6A

AutoCAD SHX TextF1

AutoCAD SHX TextTOP OF FOOTING -1'-4"

AutoCAD SHX Text'F6A' STEP DOWN

AutoCAD SHX Text1 #5


AutoCAD SHX Text2 #5 BARS

AutoCAD SHX Text4" CONC. SLAB

AutoCAD SHX TextGARAGE DOOR RECESS

AutoCAD SHX TextSCALE: 1/2" = 1'-0"

AutoCAD SHX TextGRADE

AutoCAD SHX TextRECESS

AutoCAD SHX Text3" CLEAR COVER

AutoCAD SHX Text3" CLEAR COVER.

AutoCAD SHX Text2 #5 CONT. W/

AutoCAD SHX TextFIN. GRADE

AutoCAD SHX Text'F3' FOOTING

AutoCAD SHX Text5" MIN.

AutoCAD SHX Text7" HOOK, EMBED

AutoCAD SHX Text#5 DOWEL WITH

AutoCAD SHX Text'F3' WITH CURB AT GARAGE

AutoCAD SHX Text5" MIN. BELOW



AutoCAD SHX TextGARAGE FLOOR

AutoCAD SHX TextOF FLOOR

AutoCAD SHX TextVARIES WITH SLOPE



AutoCAD SHX TextFIN. GRADE

AutoCAD SHX TextF3 W/ CURB

AutoCAD SHX TextPAVERS BY OTHERS

AutoCAD SHX Text'P' PAVERS DETAIL ENTRY/LANAI

AutoCAD SHX TextPAVERS

AutoCAD SHX Text8"x8" CONC. RIBBON

AutoCAD SHX TextW/ 1 #5 ROD CONT.


AutoCAD SHX TextSAND

AutoCAD SHX TextP

AutoCAD SHX TextSAWCUT SLAB

AutoCAD SHX TextPER DETAIL 5/S-1

AutoCAD SHX Text'F5' WITH CURB AT GARAGE

AutoCAD SHX Text5" MIN. BELOW



AutoCAD SHX TextGARAGE FLOOR

AutoCAD SHX TextOF FLOOR

AutoCAD SHX TextVARIES WITH SLOPE



AutoCAD SHX TextF3

AutoCAD SHX TextP

AutoCAD SHX TextC

AutoCAD SHX TextL


AutoCAD SHX Text1 1/2" RECESS TRACK FOR




AutoCAD SHX TextREF. SPACE





AutoCAD SHX TextELEVATION @ 0'-0"

AutoCAD SHX TextELEV. @ (-) 4"

AutoCAD SHX TextSLOPE


AutoCAD SHX TextF3

AutoCAD SHX TextF3

AutoCAD SHX TextF3

AutoCAD SHX TextF3

AutoCAD SHX TextF5

AutoCAD SHX TextF3

AutoCAD SHX TextF6A



AutoCAD SHX TextP


AutoCAD SHX TextSAWCUT SLAB

AutoCAD SHX TextPER DETAIL 5/S-1

AutoCAD SHX TextF3

AutoCAD SHX TextP

AutoCAD SHX TextC

AutoCAD SHX TextL

AutoCAD SHX TextF3

AutoCAD SHX TextF3


AutoCAD SHX TextD.

AutoCAD SHX TextW.

AutoCAD SHX TextD.

AutoCAD SHX TextW.

AutoCAD SHX Text4" SLAB W/ 2,500 P.S.I. CONC. W/ 6X6 #10/10 W.W.M. REINFORCING OVER 6 MIL. VISQUEEN BARRIER ON MECHANICALLY COMPACTED FILL @ 95%. PROVIDE TERMITE TREATMENT WITH "BORA CARE".

AutoCAD SHX Text4" SLAB W/ 2,500 P.S.I. CONC. W/ 6X6 #10/10 W.W.M. REINFORCING OVER 6 MIL. VISQUEEN BARRIER ON MECHANICALLY COMPACTED FILL @ 95%. PROVIDE TERMITE TREATMENT WITH "BORA CARE".

AutoCAD SHX TextLINE @ REF. SPACE

AutoCAD SHX TextFOR ICE MAKER

AutoCAD SHX TextPROVIDE 1/4" WATER

AutoCAD SHX TextLINE @ REF. SPACE

AutoCAD SHX TextFOR ICE MAKER

AutoCAD SHX TextPROVIDE 1/4" WATER

AutoCAD SHX TextF3

AutoCAD SHX TextF3








AutoCAD SHX TextCURB IS OPTIONAL & NOT INCLUDED IN FOOTING DIMENSIONS

AutoCAD SHX TextCURB IS OPTIONAL & NOT INCLUDED IN FOOTING DIMENSIONS

AutoCAD SHX TextLOWEST POINT OF GARAGE SLAB SHALL

AutoCAD SHX TextBE SET ABOVE BASE FLOOD ELEVATION

AutoCAD SHX TextPER FEMA FLOOD MAP PLUS 1'-0"

AutoCAD SHX TextFREEBOARD PER FBCR R322.2.1. SEE

AutoCAD SHX TextSITE PLAN BY OTHERS

AutoCAD SHX TextLOWEST POINT OF GARAGE SLAB SHALL

AutoCAD SHX TextBE SET ABOVE BASE FLOOD ELEVATION

AutoCAD SHX TextPER FEMA FLOOD MAP PLUS 1'-0"

AutoCAD SHX TextFREEBOARD PER FBCR R322.2.1. SEE

AutoCAD SHX TextSITE PLAN BY OTHERS

AutoCAD SHX TextSET 8F8-1B LINTEL AT GARAGE DOOR HEAD HEIGHT, ADD COURSING TO 8'-8" WITH 8X8 BOND BEAM W/ 1 #5, ADD #5 VERT @ 48" O.C. GROUT ALL SOLID.


AutoCAD SHX TextSLIDING DOOR

AutoCAD SHX TextSLIDING DOOR

AutoCAD SHX Text1








AutoCAD SHX Text1

AutoCAD SHX TextFIBERGLASS SHOWER PAN

AutoCAD SHX Text1


AutoCAD SHX Text1

D R HORTON

DATE:

07-24-18

A3

PLAN:

SHEET#

SCALE:

CHECKED BY:

REVISED:

DRAWN BY:

JSL

1/4" = 1'-0"

FLOOR

ELEV E

J.W.C.

D R HORTON

RESI

DENC

E FO

R:

1342

E

MOD

EL: S

PEC

SUBD

IV: M

ARBL

EBRO

OK T

V's

G.C.

D. #

1044

7

LOT:

257-

259

BLOC

K :

ADRS

: 195

67-1

9559

GAL

LEON

POI

NT D

RPh

one

(239

) 540

-182

2Fa

x (2

39) 5

40-7

759

& D

esig

nG

ulf

Coa

st D

raft

ing

This

sign

atur

e an

d se

al is

for w

ork

perf

orm

ed b

y th

e St

ruct

ural

Eng

inee

r of R

ecor

d(S

ER) r

elat

ed to

Stru

ctur

al E

ngin

eerin

g on

ly.

No

wor

k w

as p

erfo

rmed

by

the

SER

inot

her d

isci

plin

es su

ch a

s arc

hite

ctur

al, m

echa

nica

l, pl

umbi

ng, e

lect

rical

, fire

, life

safe

ty, a

cces

sibi

lity,

ene

rgy,

site

wor

k, c

ivil,

or g

eote

chni

cal.

STR

UC

TUR

AL

ENG

INEE

RIN

G

D.R.

H. 57

9380

094-

096

09-18-18


AutoCAD SHX TextHEIGHT


AutoCAD SHX TextSIZE

AutoCAD SHX TextZONE

AutoCAD SHX TextCODE


AutoCAD SHX TextPRODUCT

AutoCAD SHX TextDOOR

AutoCAD SHX TextOVERHEAD

AutoCAD SHX TextGARAGE DOOR

AutoCAD SHX Text192

AutoCAD SHX Text84

AutoCAD SHX Text2

AutoCAD SHX TextQTY

AutoCAD SHX Text1

AutoCAD SHX TextSWING

AutoCAD SHX TextDISTINCTION

AutoCAD SHX Text36

AutoCAD SHX Text80

AutoCAD SHX Text2

AutoCAD SHX Text2

AutoCAD SHX TextDOOR

AutoCAD SHX TextTOTAL AREA ------------------- 1,885' PER SIDE

AutoCAD SHX TextSQUARE FOOTAGE PER SIDE

AutoCAD SHX TextFLOOR LIVING AREA -------- 1,342' PER SIDE

AutoCAD SHX TextGARAGE AREA ------------------ 434' PER SIDE

AutoCAD SHX TextCOVERED ENTRY AREA --------- 17' PER SIDE

AutoCAD SHX TextCOVERED LANAI AREA --------- 92' PER SIDE

AutoCAD SHX Text%%O%%UMASTER SUITE

AutoCAD SHX Text%%O%%ULANAI

AutoCAD SHX Text%%O%%UBEDROOM #2

AutoCAD SHX Text%%O%%UFOYER

AutoCAD SHX Text%%O%%ULIVING ROOM

AutoCAD SHX Text%%O%%UDINING ROOM

AutoCAD SHX Text%%O%%UGARAGE

AutoCAD SHX Text8'-8" FLAT CEIL.


AutoCAD SHX TextEGRESS







AutoCAD SHX TextA

AutoCAD SHX TextA

AutoCAD SHX Text1

AutoCAD SHX Text1

AutoCAD SHX TextC

AutoCAD SHX TextESCAPE

AutoCAD SHX Text12" VIN. SH.

AutoCAD SHX Text2 - 2068 B.F.

AutoCAD SHX Text2868

AutoCAD SHX Text%%O%%UENTRY




AutoCAD SHX TextATTIC ACCESS

AutoCAD SHX Text3068 EXT. DR.


AutoCAD SHX Text%%u%%oFLOOR PLAN:%%O


AutoCAD SHX Text2

AutoCAD SHX TextDOOR HEADERS

AutoCAD SHX Text8'-0" SWING

AutoCAD SHX Text6'-8" SWING

AutoCAD SHX Text6'-8" BIFOLD

AutoCAD SHX TextHEADER HEIGHT



AutoCAD SHX Text98 1/2" A.F.F.

AutoCAD SHX Text82 1/2" A.F.F.

AutoCAD SHX Text82" A.F.F.

AutoCAD SHX TextGUEST BATH UPPER BASE- TOP @31"

AutoCAD SHX TextMASTER BATH UPPER BASE- TOP @35"

AutoCAD SHX TextKITCHEN UPPER TOP @ 96" BASE TOP @35"

AutoCAD SHX TextCABINET BACKING

AutoCAD SHX TextLAUNDRY RM. UPPER TOP @84" BASE

AutoCAD SHX TextPLAN NOTES: 1.) SEE EXTERIOR ELEVATION SHEET FOR DETAILS OF SEE EXTERIOR ELEVATION SHEET FOR DETAILS OF ALTERNATE WINDOW ARRANGEMENTS, ENTRY WALKS AND ADDITIONAL WALKS. 2.) N/A N/A 3.) KITCHEN KNEE WALL 42 1/2" TO TOP USING 2x4 KITCHEN KNEE WALL 42 1/2" TO TOP USING 2x4 TOP PLATE. 4.) MEDICINE CABINETS OPENING 10x34 TOP OF MEDICINE CABINETS OPENING 10x34 TOP OF OPENING @ 79" / 5" OFF WALL. 5.) JOB MUST BE BROOM SWEPT EVERYDAY. JOB MUST BE BROOM SWEPT EVERYDAY. 6.) VERIFY ROUGH OPENING DIMENSIONS FOR ALL VERIFY ROUGH OPENING DIMENSIONS FOR ALL WINDOWS AND DOORS. 7.) PROVIDE DEAD WOOD IN ATTIC FOR OVERHEAD PROVIDE DEAD WOOD IN ATTIC FOR OVERHEAD GARAGE DOOR HARDWARS. 8.) INSTALL SMOOTH WALLS IN KITCHEN AND ALL INSTALL SMOOTH WALLS IN KITCHEN AND ALL BATHROOM AREAS. 9.) WHERE DRYWALL CEILING IS APPLIED TO TRUSSES WHERE DRYWALL CEILING IS APPLIED TO TRUSSES AT 24" O.C. USE 5/8" DRYWALL OR 1/2" SAG RESISTANT PER SEC. 702.3.5.

AutoCAD SHX TextNOTE:

AutoCAD SHX TextWINDOW HEADER @8'-0" A.F.F.

AutoCAD SHX TextSTUCCO CEILING ON LANAI AND ENTRY

AutoCAD SHX TextTB

AutoCAD SHX TextTOWEL BAR

AutoCAD SHX TextTP

AutoCAD SHX TextTOILET PAPER

AutoCAD SHX TextTB

AutoCAD SHX TextTP

AutoCAD SHX TextTOWEL BAR

AutoCAD SHX TextTOILET PAPER ROLL


AutoCAD SHX TextWIND

AutoCAD SHX TextPRESSURE

AutoCAD SHX TextD


AutoCAD SHX TextSCREEN

AutoCAD SHX TextOPT.

AutoCAD SHX TextNOTE: THE GARAGE SHALL BE SEPARATED THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ATTIC AREA BY NOT LESS THEN 1/2" GYPSUM BOARD APPLIED TO THE GARAGE SIDE.

AutoCAD SHX TextFRAMERS NOTES: NON BEARING INTERIOR FRAME WALLS SHALL BE FRAMED W/ WOOD OR METAL STUDS. SPACING ON STUDS SHALL NOT EXCEED 24" O.C. NON BEARING WALLS ONLY.

AutoCAD SHX Text%%O%%UDEN

AutoCAD SHX TextVINYL SHELF NOTES:

AutoCAD SHX Text1) ALL CLOSET SHELVES TO BE 12"

AutoCAD SHX Text2) ALL PANTRY & LINEN TO BE (4) 16"

AutoCAD SHX TextSHELVES 18" O.F.F. WITH 15" INCREMENT.

AutoCAD SHX Text2017 ACCESSIBLE

AutoCAD SHX TextPROVIDE SAFETY GLAZING WITHIN 24" FROM EXIT DOOR. (PER FLORIDA BUILDING CODE-R308.4.2)

AutoCAD SHX TextNOTE:

AutoCAD SHX TextPROVIDE SAFETY GLAZING AT BATH/SHRW.

AutoCAD SHX TextSHALL COMPLY WITH R 308.4.5

AutoCAD SHX TextGARAGE DOOR ASSUMES 2' IN ZONE 5.

AutoCAD SHX Text4&5

AutoCAD SHX Text5

AutoCAD SHX Text4

AutoCAD SHX TextWIND PRESSURES PER ASCE7-10, 160 MPH, EXPOSURE C, AND CONVERTED

AutoCAD SHX TextTO ALLOWABLE STRESS DESIGN PRESSURES USING 0.6W LOAD FACTOR.

AutoCAD SHX TextVasd=124 MPH


AutoCAD SHX TextC

AutoCAD SHX TextL

AutoCAD SHX TextA/H














AutoCAD SHX TextA

AutoCAD SHX TextA

AutoCAD SHX TextC

AutoCAD SHX Text12" VIN. SH.

AutoCAD SHX Text2 - 2068 B.F.


AutoCAD SHX TextMIRR.








AutoCAD SHX TextATTIC ACCESS

AutoCAD SHX Text3068 EXT. DR.



AutoCAD SHX Text2

AutoCAD SHX Text%%O%%UBATH #2


AutoCAD SHX Text12" SHELF

AutoCAD SHX TextTB

AutoCAD SHX TextTP


AutoCAD SHX Text%%O%%UKITCHEN

AutoCAD SHX Text4-16" PTRY.

AutoCAD SHX Text2468 B.F.


AutoCAD SHX TextO.H. CABS.



AutoCAD SHX TextKNEEWALL

AutoCAD SHX TextD


AutoCAD SHX TextOPT. REF.


AutoCAD SHX TextNOTE: THE GARAGE SHALL BE SEPARATED THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ATTIC AREA BY NOT LESS THEN 1/2" GYPSUM BOARD APPLIED TO THE GARAGE SIDE.


AutoCAD SHX Text2017 ACCESSIBLE


AutoCAD SHX TextC

AutoCAD SHX TextL

AutoCAD SHX TextA/H

AutoCAD SHX Text%%O%%UUTILITY



AutoCAD SHX TextHEIGHT


AutoCAD SHX TextSIZE

AutoCAD SHX TextZONE

AutoCAD SHX TextCODE



AutoCAD SHX TextWINDOW

AutoCAD SHX TextQTY

AutoCAD SHX TextD

AutoCAD SHX TextC

AutoCAD SHX TextA

AutoCAD SHX Text39 1/2


AutoCAD SHX Text4

AutoCAD SHX Text25

AutoCAD SHX Text2

AutoCAD SHX TextSL. GL. DOOR



AutoCAD SHX Text12" VINYL SHELF






AutoCAD SHX Text%%O%%UMSTR. BATH

AutoCAD SHX TextTB

AutoCAD SHX TextWIND

AutoCAD SHX TextPRESSURE

AutoCAD SHX Text54"

AutoCAD SHX Text63"

AutoCAD SHX Text35

AutoCAD SHX TextSH


AutoCAD SHX Text5

AutoCAD SHX Text4

AutoCAD SHX Text5

AutoCAD SHX Text4

AutoCAD SHX Text5

AutoCAD SHX Text4

AutoCAD SHX TextSH

AutoCAD SHX Text2

AutoCAD SHX TextSHUTTERS



AutoCAD SHX TextWIND-BORNE

AutoCAD SHX TextDEBRIS PROTECTION

AutoCAD SHX TextWIND PRESSURES PER ASCE7-10, 160 MPH, EXPOSURE C, AND CONVERTED

AutoCAD SHX TextTO ALLOWABLE STRESS DESIGN PRESSURES USING 0.6W LOAD FACTOR.

AutoCAD SHX TextVasd=124 MPH








AutoCAD SHX Text%%O%%UMSTR. BATH

AutoCAD SHX TextTB

AutoCAD SHX TextTP


AutoCAD SHX TextTP

AutoCAD SHX Text42" HIGH 1/2 WALL

AutoCAD SHX Text42" HIGH 1/2 WALL







AutoCAD SHX Text12" SHELF


AutoCAD SHX Text4-16" PTRY.



AutoCAD SHX TextO.H. CABS.


AutoCAD SHX TextKNEEWALL

AutoCAD SHX TextOPT. REF.



AutoCAD SHX TextNOTE TO PLUMBER AND CARPENTER, FIREWALL NOT TO BE PENETRATED.


AutoCAD SHX TextMINIMUM R-13 OR BETTER INSULATION

AutoCAD SHX TextMINIMUM R-13 OR BETTER INSULATION

AutoCAD SHX TextNOTE: INSTALL 1-3/8" THICK SOLID WOOD DOOR BETWEEN LIVING AND GARAGE PER R302.5.1.

AutoCAD SHX TextNOTE: INSTALL 1-3/8" THICK SOLID WOOD DOOR BETWEEN LIVING AND GARAGE PER R302.5.1.















AutoCAD SHX TextESCAPE







AutoCAD SHX TextD.

AutoCAD SHX TextW.

AutoCAD SHX TextD.

AutoCAD SHX TextW.


AutoCAD SHX Text2" X 4" SPF#2 PT.

AutoCAD SHX TextSTUDS @ 16" O.C.

AutoCAD SHX TextBEARING WALL

AutoCAD SHX Text2" X 4" SPF#2 PT.

AutoCAD SHX TextSTUDS @ 16" O.C.

AutoCAD SHX TextBEARING WALL

AutoCAD SHX Text2X6 SPF #2 PT STUDS @ 16" O.C. BEARING WALL

AutoCAD SHX Text+28.2/-31.5




























AutoCAD SHX Text2-4068

AutoCAD SHX Text1








AutoCAD SHX Text1

AutoCAD SHX Text1

AutoCAD SHX Text1

AutoCAD SHX Text8


AutoCAD SHX Text1


AutoCAD SHX Text1

AutoCAD SHX Text1

AutoCAD SHX Text1

DATE:

07-24-18

PLAN:

SHEET#

SCALE:

CHECKED BY:

REVISED:

DRAWN BY:

JSL

A4

1/4" = 1'-0"

ROOF

ELEV E

J.W.C.

A1

A2

A3

A4

A5

A6

A7

A8

A9

A10

A11

A12

A13

A14

A15

A16

A17

A18

A19

A20

A21

J1

J3

J5

J1

J3

C

J

1

0

J5

B1

B2

B3

B4

B5

B6

B7

J1

J3

J5

J1

J3

C

J

1

0

J5

C1

C2

C3

J1

J3

J5

J4

J2

J1A

J1

J3A

C

J

1

0

A

J5A

J5A

J3A

J1

C

J

1

0

A

MG1

M1

EJ7

EJ7

J1

J3

J5

J1

J3

C

J

9

J5

EJ7A

V1

V2

V1

V2

V3

V4

B8

A1

A2

A3

A4

A5

A6

A7

A8

A9

A10

A11

A12

A13

A14

A15

A16

A17

A18

A19

A20

A21

J1

J3

J5

J1

J3

C

J

1

0

J5

B3

B4

B5

B6

B7

MG1

M1 EJ7

J1

J3

J5

J1

J3

C

J

9

J5

V1

V2

B8

RESI

DENC

E FO

R:

1342

E

MOD

EL: S

PEC

SUBD

IV: M

ARBL

EBRO

OK T

V's

G.C.

D. #

1044

7

LOT:

257-

259

BLOC

K :

ADRS

: 195

67-1

9559

GAL

LEON

POI

NT D

RPh

one

(239

) 540

-182

2Fa

x (2

39) 5

40-7

759

& D

esig

nG

ulf

Coa

st D

raft

ing

This

sign

atur

e an

d se

al is

for w

ork

perf

orm

ed b

y th

e St

ruct

ural

Eng

inee

r of R

ecor

d(S

ER) r

elat

ed to

Stru

ctur

al E

ngin

eerin

g on

ly.

No

wor

k w

as p

erfo

rmed

by

the

SER

inot

her d

isci

plin

es su

ch a

s arc

hite

ctur

al, m

echa

nica

l, pl

umbi

ng, e

lect

rical

, fire

, life

safe

ty, a

cces

sibi

lity,

ene

rgy,

site

wor

k, c

ivil,

or g

eote

chni

cal.

STR

UC

TUR

AL

ENG

INEE

RIN

G

D.R.

H. 57

9380

094-

096

09-18-18

AutoCAD SHX Text%%U%%OROOF PLAN "E"%%O


AutoCAD SHX TextWALL HEIGHT = 8'-8"

AutoCAD SHX Text%%U8F8-0B


AutoCAD SHX Text%%U8F16-1B/1T


















AutoCAD SHX TextTRUSS BEARING CONDITIONS AND

AutoCAD SHX TextSTRAPPING IS BASED

AutoCAD SHX TextON TRUSS LAYOUT PREPARED BY SCOSTA CORP

AutoCAD SHX TextJOB # 44149, DATED: 03/07/18 REVISED: NONE

AutoCAD SHX TextFULL HEIGHT WALL PER SHEET S-2

AutoCAD SHX Text1-HTA16-18

AutoCAD SHX TextNON BEARING WALL



AutoCAD SHX TextENTRY CEILING PER

AutoCAD SHX TextSCHEDULE 2/S-1


AutoCAD SHX TextEMBED 1-HTA16-18 AT ALL

AutoCAD SHX TextTRUSSES, EXCEPT AS

AutoCAD SHX TextNOTED AT GIRDERS.

AutoCAD SHX TextLANAI CEILING PER


AutoCAD SHX TextS-1

AutoCAD SHX Text11

AutoCAD SHX TextS-1

AutoCAD SHX Text11

AutoCAD SHX TextTYPICAL


AutoCAD SHX TextSEE DETAIL 9/S-1 WHERE LINTEL

AutoCAD SHX TextAT LANAI/ENTRY INTERSECTS

AutoCAD SHX TextMAIN WALL, TYPICAL.

AutoCAD SHX Text8"x8" CONTINUOUS MASONRY

AutoCAD SHX TextBOND BEAM AT TOP OF WALL.

AutoCAD SHX TextWITH 1 #5 BARS

AutoCAD SHX Text@ A1



AutoCAD SHX Text@ B1

AutoCAD SHX Text@ C2

AutoCAD SHX Text%%UPRECAST LINTEL SCHEDULE



AutoCAD SHX Text'1B' DENOTES 1#5 BOTTOM WITH 7" HOOK EACH END OR EXTEND 24" BEYOND OPENING. '0B' DENOTES "NO REBAR"

AutoCAD SHX Text8" PRECAST LINTEL


AutoCAD SHX Text1 #5 BOTTOM

AutoCAD SHX Text1 #5 TOP

AutoCAD SHX TextAT SWING DOORS, USE 2" RECESS STYLE LINTEL IF NEEDED FOR ROUGH OPENING.

AutoCAD SHX TextWALL ABOVE WITH BOND BEAM AT TOP

AutoCAD SHX Text#5 VERTICAL, ABOVE LINTEL ONLY WHERE NOTED ON PLAN

AutoCAD SHX TextHOOK #5 BAR INTO TOP OF BOND BEAM

AutoCAD SHX TextPLAN NOTES: 1) ROOF TRUSS BEARING ELEVATION VARIES, SEE LEGEND. 2) ROOF FRAMING SHALL BE WOOD TRUSSES DESIGNED BY A DELEGATED TRUSS ENGINEER PER DESIGN CRITERIA ON SHEET S-1. 3) PROVIDE STRAPPING AT TRUSSES PER NOTES ON THIS SHEET. 4) FOR NAILING OF ROOF DECK, SEE 1 AND 2 ON S-1. 5) 8F8-1B etc., DENOTES PRECAST LINTEL ABOVE DOOR/WINDOW OPENING PER SCHEDULE THIS SHEET. 6) AT TRUSS BEARING, PROVIDE 8x8 MASONRY BOND BEAM W/ 1 #5 CONTINUOUS, SEE DETAIL 2/A-6.

AutoCAD SHX TextA/H




















AutoCAD SHX TextNON BEARING WALL



AutoCAD SHX TextENTRY CEILING PER



AutoCAD SHX TextEMBED 1-HTA16-18 AT ALL

AutoCAD SHX TextTRUSSES, EXCEPT AS

AutoCAD SHX TextNOTED AT GIRDERS.

AutoCAD SHX TextLANAI CEILING PER


AutoCAD SHX TextS-1

AutoCAD SHX Text11


AutoCAD SHX TextS-1

AutoCAD SHX Text11


AutoCAD SHX TextSEE DETAIL 9/S-1 WHERE LINTEL

AutoCAD SHX TextAT LANAI/ENTRY INTERSECTS

AutoCAD SHX TextMAIN WALL, TYPICAL.

AutoCAD SHX Text8"x8" CONTINUOUS MASONRY

AutoCAD SHX TextBOND BEAM AT TOP OF WALL.

AutoCAD SHX TextWITH 1 #5 BARS




AutoCAD SHX TextA/H

AutoCAD SHX TextPROVIDE UL301

AutoCAD SHX TextDETAIL WITHIN

AutoCAD SHX TextEAVE

AutoCAD SHX TextPROVIDE UL301

AutoCAD SHX TextDETAIL WITHIN

AutoCAD SHX TextEAVE

AutoCAD SHX Text2-2X8 LEDGER

AutoCAD SHX TextEACH SIDE PER

AutoCAD SHX TextDETAIL 1/S-3

AutoCAD SHX TextBOTTOM @ 8'-8"

AutoCAD SHX TextS-3

AutoCAD SHX Text2

AutoCAD SHX TextFLAT TOP

AutoCAD SHX TextPER 1/S-2

AutoCAD SHX Text2 HOUR MASONRY WALL

AutoCAD SHX TextPER SHEET S-2

AutoCAD SHX TextPEAK TRANSITION

AutoCAD SHX TextPER DETAIL 2A/S-2



AutoCAD SHX TextPEAK TOP




AutoCAD SHX TextPEAK TRANSITION

AutoCAD SHX TextPER DETAIL 2B/S-2

AutoCAD SHX TextCORNER DETAIL


AutoCAD SHX TextNOTE TO PLUMBER AND CARPENTER, FIREWALL NOT TO BE PENETRATED.
























AutoCAD SHX Text10-10dx1 1/2", EMBED 4"


AutoCAD SHX TextINSTALL HTA16-18 AT ALL TRUSSES TO 1615 lb UPLIFT. FOR HIGHER UPLIFTS, SEE NOTES ON PLAN.

AutoCAD SHX Text(1)HTA20

AutoCAD SHX TextNOTES: 1) PROVIDE A STRAP FROM THE ABOVE LIST AT EACH ROOF TRUSS BEARING POINT, BASED ON THE TRUSS UPLIFT VALUES IN THE SIGNED AND SEALED TRUSS DESIGN PACKAGE AND SUITABLE FOR THE GEOMETRY. EMBED STRAP ON C/L OF WALL. 2) CONNECTORS ARE USP STRUCTURAL CONNECTORS. ALL CONNECTORS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH USP PRINTED INSTRUCTIONS. SUBSTITUTIONS MUST BE APPROVED IN WRITING BY THE ENGINEER OF RECORD. 3) WHERE EMBEDDED STRAPS ARE MISSING, OR MIS-LOCATED, INSTALL RETROFIT STRAP PER DETAIL 10/S-1. 4) 'ATR' = ALLTHREAD. DRILL AND EPOXY WITH USP EPOXY PER MFR. INSTRUCTIONS.

AutoCAD SHX Text2800 (2 PLY)





AutoCAD SHX Text5/8"%%C ATR, EPOXY 12"

AutoCAD SHX Text(2)HTA16-18


AutoCAD SHX Text(2)HTA20

AutoCAD SHX TextHTT45

AutoCAD SHX TextR2

AutoCAD SHX TextTRUSS STRAPPING TO MASONRY

AutoCAD SHX Text MAX TRUSS UPLIFT

AutoCAD SHX Text@ 24" OC (LBS)




AutoCAD SHX TextCONNECTOR

AutoCAD SHX TextFASTENER



AutoCAD SHX TextC

AutoCAD SHX TextC

AutoCAD SHX TextC

AutoCAD SHX TextC

AutoCAD SHX TextC

AutoCAD SHX TextC

AutoCAD SHX TextC

AutoCAD SHX TextC

AutoCAD SHX TextSOFFITS DO NOT MEET A/150 RULE FOR ATTIC VENTILATION, THEREFORE, RIDGE VENTS ARE REQUIRED, SEE TABLE.

AutoCAD SHX TextSTUD BEARING WALLS, 2X4 SPF @ 16" O.C., BLOCKING AT MID HEIGHT. SPTH4 TOP & BOTTOM @ 16" O.C. PT SILL PLATE W/ 1/2" X 6" EXPANSION BOLTS @ 32" O.C. W/ 2" WASHER.

AutoCAD SHX TextMTW16 AT TRUSS TO STUD WALL, TYP.

AutoCAD SHX TextSTUD BEARING WALLS, 2X6 SPF @ 16" O.C., BLOCKING AT MID HEIGHT. SPTH6 TOP & BOTTOM @ 16" O.C. PT SILL PLATE W/ 1/2" X 6" EXPANSION BOLTS @ 32" O.C. W/ 2" WASHER.


AutoCAD SHX TextHUS26 HANGER @ TRUSSES J2,J4,C1,C2,&C3








AutoCAD SHX TextEXPANDED SHALE, CLAY OR SLATE

AutoCAD SHX TextPUMICE OR EXPANDED SLAG

AutoCAD SHX TextLIMESTONE, CINDERS, OR

AutoCAD SHX TextEXPANDED SLAG

AutoCAD SHX TextTYPE OF AGGREGATE

AutoCAD SHX Text3.2

AutoCAD SHX Text3.6

AutoCAD SHX Text4.0

AutoCAD SHX Text2

AutoCAD SHX TextF.B.C. TABLE 722.3.2

AutoCAD SHX TextFIRE - RESISTANCE RATING (HOURS)

AutoCAD SHX Text1. STANDARD 8" HOLLOW MASONRY HAS 4.0" EQUIVALENT SOLID STANDARD 8" HOLLOW MASONRY HAS 4.0" EQUIVALENT SOLID THICKNESS. THEREFORE ANY OF THE LISTED AGGREGATES IS ALLOWED. 2. NOTE: CALCAREOUS OR SILICEOUS GRAVEL IS A 4TH TYPE WHICH IS NOTE: CALCAREOUS OR SILICEOUS GRAVEL IS A 4TH TYPE WHICH IS NOT ALLOWED.

AutoCAD SHX TextMINIMUM EQUIVALANT THICKNESS (IN) BEARING NON-BEARING CONCRETE MASONRY WALLS

AutoCAD SHX Text1

AutoCAD SHX TextROOF SHEATHING

AutoCAD SHX Text8d RING SHANK

AutoCAD SHX Text@ 6" O.C.

AutoCAD SHX Text16d NAILS @

AutoCAD SHX Text8" O.C.

AutoCAD SHX TextROOF TRUSS

AutoCAD SHX TextBEVELED BLOCKING

AutoCAD SHX Text2" X ( ) BLOCKING W/ BEVEL CUT TOP, BLOCKING CAN BE ON EITHER SIDE OF TRUSS

AutoCAD SHX TextVALLEY

AutoCAD SHX TextHIP

AutoCAD SHX TextVALLEY

AutoCAD SHX TextHIP

AutoCAD SHX TextHIP

AutoCAD SHX TextHIP

AutoCAD SHX TextRIDGE

AutoCAD SHX TextHIP

AutoCAD SHX TextHIP

AutoCAD SHX TextWHERE ROOF SHEATHING CONTACTS ONLY THE EDGE OF ROOF TRUSSES. INSTALL BEVELLED BLOCKING PER DETAIL THIS SHEET (DR HORTON REQUIRMENT )

AutoCAD SHX TextHIP

AutoCAD SHX TextROOF SHEATHING SHALL BE FIRE RETARDANT TREATED PLYWOOD WITHIN 4'-0" OF EACH SIDE OF DIVIDING WALL PER FBC 706.4.1.1

AutoCAD SHX TextR.V.






AutoCAD SHX TextAREAS (SQ. FT.)

AutoCAD SHX TextMODEL 1342: ATTIC VENTILATION FBCR R806

AutoCAD SHX TextATTIC VENTILATION REQUIRED

AutoCAD SHX Text8.15%%%

AutoCAD SHX Text2018.8 SQ. FT.

AutoCAD SHX TextSOFFIT ONLY (1/150)

AutoCAD SHX TextATTIC VENTILATION REQUIRED

AutoCAD SHX TextWITH ROOF VENTS (1/300)

AutoCAD SHX TextROOF VENT MODEL

AutoCAD SHX Text1st STORY

AutoCAD SHX TextCOORDINATE VENTING REQUIREMENTS WITH ENERGY CALCULATIONS

AutoCAD SHX TextATTIC

AutoCAD SHX TextQUAD 4


AutoCAD SHX TextQUANTITY OF

AutoCAD SHX TextREQ'D AIR FLOW

AutoCAD SHX Text10.27%%%

AutoCAD SHX TextMIN AIR FLOW

AutoCAD SHX Text(NO ROOF VENTS)

AutoCAD SHX Text2.9%

AutoCAD SHX Text3

AutoCAD SHX TextLOMANCO 770-D

AutoCAD SHX Text0.97 SQ. FT. FREE AIR


AutoCAD SHX TextSOFFIT

AutoCAD SHX TextOF SOFFIT

AutoCAD SHX TextSOFFIT HAS

AutoCAD SHX TextOF SOFFIT

AutoCAD SHX Text(R.V.)

AutoCAD SHX TextACM QUAD 4, FULL VENT,

AutoCAD SHX TextNARROW PATTERN,

AutoCAD SHX Text8.15%%% FREE AIR FLOW

AutoCAD SHX TextROOF VENTS

AutoCAD SHX TextSOFFIT MODEL

AutoCAD SHX TextATTIC AREA/300


AutoCAD SHX Text"SOFFIT ONLY" DOES NOT QUALIFY

AutoCAD SHX TextROOF VENTS ARE REQUIRED

AutoCAD SHX Text1

AutoCAD SHX TextATTIC AREA/150









AutoCAD SHX Text1

AutoCAD SHX Text1

AutoCAD SHX Text1

DATE:

07-24-18

PLAN:

SHEET#

SCALE:

CHECKED BY:

REVISED:

DRAWN BY:

JSL

A5

1/4" = 1'-0"

ELECTRICAL

ELEV E

J.W.C.

RESI

DENC

E FO

R:

1342

E

MOD

EL: S

PEC

SUBD

IV: M

ARBL

EBRO

OK T

V's

G.C.

D. #

1044

7

LOT:

257-

259

BLOC

K :

ADRS

: 195

67-1

9559

GAL

LEON

POI

NT D

RPh

one

(239

) 540

-182

2Fa

x (2

39) 5

40-7

759

& D

esig

nG

ulf

Coa

st D

raft

ing

D.R.

H. 57

9380

094-

096

09-18-18

AutoCAD SHX TextMETER

AutoCAD SHX TextM

AutoCAD SHX Text(3) 3/0 THWN CU

AutoCAD SHX TextIN 2" CONDUIT

AutoCAD SHX TextUNDERGROUND

AutoCAD SHX TextSERVICE PROVIDED

AutoCAD SHX TextBY LOCAL ELECT.

AutoCAD SHX TextCOMPANY

AutoCAD SHX Text2P-200A

AutoCAD SHX TextM.C.B.

AutoCAD SHX Text22,000 A.I.C.

AutoCAD SHX TextNEMA-3R ENCL.

AutoCAD SHX TextFOUNDATION STEEL


AutoCAD SHX TextC.W.P.


AutoCAD SHX Text(1) #4 CU GND. TO 5/8" D.I.A. x 8'-0"

AutoCAD SHX TextLONG METAL ROD AS PER 250-83C

AutoCAD SHX Text& COLD WATER PIPE

AutoCAD SHX Text(3) 3/0 W/ 1 #6 GND. THWN CU

AutoCAD SHX TextIN 2" CONDUIT

AutoCAD SHX TextF

AutoCAD SHX TextA/C

AutoCAD SHX TextDISC #1

AutoCAD SHX Text2P 60/50

AutoCAD SHX TextNEMA-3R RK5-FUSES

AutoCAD SHX TextA.H.U. 2P-60 AMP. C.B.

AutoCAD SHX Text(2) #6'S THWN

AutoCAD SHX Text(1) #10 GND.

AutoCAD SHX TextTHWN CU 3/4" COND.

AutoCAD SHX Text200A

AutoCAD SHX TextBRKR.

AutoCAD SHX TextPANEL

AutoCAD SHX TextF

AutoCAD SHX TextPOOL PUMP

AutoCAD SHX Text2P 30/30

AutoCAD SHX TextNEMA-3R RK5-FUSES

AutoCAD SHX Text#(2) #10 THWN

AutoCAD SHX Text(1) #10 GND.

AutoCAD SHX TextTHWN CU 3/4" C

AutoCAD SHX Text%%uELECTRICAL RISER DIAGRAM

AutoCAD SHX TextN.T.S.

AutoCAD SHX Text200 AMP SERVICE RISER

AutoCAD SHX TextGFI/WP


AutoCAD SHX TextGFI


AutoCAD SHX TextGFI

AutoCAD SHX TextD.B.

AutoCAD SHX TextGFI

AutoCAD SHX TextGFI

AutoCAD SHX TextGFI

AutoCAD SHX TextGFI @ 42" A.F.F.

AutoCAD SHX TextSD

AutoCAD SHX TextGFI

AutoCAD SHX Text3

AutoCAD SHX Text3

AutoCAD SHX Text3

AutoCAD SHX TextSCALE: 1/4"= 1'-0"

AutoCAD SHX TextELECTRICAL PLAN


AutoCAD SHX TextELECTRICAL PANEL

AutoCAD SHX Text200 AMP

AutoCAD SHX Text%%uELECTRICAL NOTES FOR FIRE RATED WALLS

AutoCAD SHX TextELECTRICAL OUTLETS PLACED IN FIRE RATED WALLS SHALL BE IN

AutoCAD SHX TextCONFORMANCE WITH THE UNDERWRITERS LABORATORIES, INC.,

AutoCAD SHX TextFIRE RESISTANCE DIRECTORY, CURRENT EDITION. THESE

AutoCAD SHX TextREQUIREMENTS INCLUDE, BUT ARE NOT LIMITED TO, THE

AutoCAD SHX TextFOLLOWING SPECIFIC ITEMS:

AutoCAD SHX TextA) INDIVIDUAL OUTLET/SWITCH BOXES SHALL NOT EXCEED (16)

AutoCAD SHX TextSQUARE INCHES IN AREA.

AutoCAD SHX TextB) AGGREGATE AREA OF OUTLET/SWITCH BOXES SHALL NOT

AutoCAD SHX TextEXCEED (100) SQUARE INCHES WITHIN (100) SQUARE FEET OF

AutoCAD SHX TextWALL AREA.

AutoCAD SHX TextC) ALL OUTLET/SWITCH BOXES SHALL BE SECURELY ATTATCHED

AutoCAD SHX TextTO THE STUDS AND THE OPENING IN THE WALLBOARD FACING

AutoCAD SHX TextSHALL BE CUT SO THAT THE CLEARANCE BETWEEN THE BOX

AutoCAD SHX TextAND THE WALLBOARD DOES NOT EXCEED 1/8 INCH.

AutoCAD SHX TextAIR CONDITIONING COORDINATION REQUIRED. PRIOR TO ORDERING ROOF TRUSSES, THE CONTRACTOR SHALL WORK WITH THE AIR CONDITIONING SUB CONTRACTOR TO DESIGN/PLAN AND LAYOUT THE LOCATION OF AIR HANDLING EQUIPMENT.AIR DUCT SIZE AND LOCATION AND COORDINATE THAT DESIGN WITH THE TRUSSES FOR SPACE, CONNECTIVITY, AND POSITION REQUIREMENTS. THE CONTRACTOR MUST ADVISE THE TRUSS COMPANY PRIOR TO ANY CONSTRUCTION OF TRUSSES OF THE AIR CONDITIONING/HANDLING EQUIPMENTS SIZES AND WEIGHT AND DUCT LAYOUT CONCERNS OR REQUIREMENTS THAT MAY HAVE THE POTENTIAL TO CHANGE OR MODIFY THE TRUSSES TO ACCOMMODATE THE SAME. CONTRACTOR SHALL COORDINATE CONDENSATION DESCHARGE LINE LOCATION, AND ELECTRICAL SERVICE TO AIR EQUIPMENT, AND PROVIDE ANY LOCAL DISCONNECTS, LIGHTS AND SERVICE PLATFORMS THAT MAY BE REQUIRED.

AutoCAD SHX TextVP

AutoCAD SHX TextK

AutoCAD SHX TextP

AutoCAD SHX TextOPT

AutoCAD SHX TextK

AutoCAD SHX TextP

AutoCAD SHX TextOPT

AutoCAD SHX TextGFI

AutoCAD SHX TextNOTE: ALUMINUM WIRE OF EQUAL AMPERAGE MAY SUBSTITUTED

AutoCAD SHX Text3

AutoCAD SHX TextElectrical Notes:

AutoCAD SHX TextAll outlets in wet areas and all exterior outlets to be GFI's

AutoCAD SHX TextAll electrical equipment to be set at or above base flood elevation.

AutoCAD SHX TextInstall Arc-Fault circuit-Interrupters & Tamper-Resistant Receptacles

AutoCAD SHX Textshall be installed in dwelling unit. per NEC 210.12 & 406.11

AutoCAD SHX TextInstall Phone & T.V per contract .

AutoCAD SHX TextINSTALL ALL ELECTRICAL PER NEC 2014

AutoCAD SHX TextCOACH

AutoCAD SHX TextLIGHT

AutoCAD SHX TextH

AutoCAD SHX TextCOACH

AutoCAD SHX TextLIGHT

AutoCAD SHX TextH


AutoCAD SHX TextFAN (TYP.)

AutoCAD SHX TextPRE-WIRE FOR

AutoCAD SHX TextE

AutoCAD SHX TextA

AutoCAD SHX TextA

AutoCAD SHX TextA

AutoCAD SHX TextA

AutoCAD SHX TextA

AutoCAD SHX TextB

AutoCAD SHX TextKEYLESS

AutoCAD SHX TextL

AutoCAD SHX TextELECTRICAL PLAN "E: 1342 "EACH SIDE"

AutoCAD SHX TextSURFACE MOUNTED CEILING LIGHT

AutoCAD SHX TextTELEVISION RECEPTION OUTLET

AutoCAD SHX TextAC/DC SMOKE DETECTOR

AutoCAD SHX TextTO BE INTERCONNECTED

AutoCAD SHX TextWALL MTD. BRACKET LIGHT

AutoCAD SHX Text3 WAY SWITCH

AutoCAD SHX TextDIMMER SWITCH

AutoCAD SHX TextGFI SWITCH

AutoCAD SHX TextTELEPHONE OUTLET

AutoCAD SHX TextSINGLE POLE SWITCH

AutoCAD SHX TextA/C DISCONNECT

AutoCAD SHX TextDUPLEX FLOOD LIGHT

AutoCAD SHX TextTRACK MTD. LIGHTS

AutoCAD SHX TextEXHAUST FAN

AutoCAD SHX TextPUSH BUTTON

AutoCAD SHX TextRECESSED LIGHT

AutoCAD SHX Text1/2 SWITCHED DUPLEX OUTLET

AutoCAD SHX TextDUPLEX RECEPTACLE OUTLET

AutoCAD SHX Text4-PLEX RECEPTACLE OUTLET

AutoCAD SHX Text220 V RECEPTACLE OUTLET

AutoCAD SHX TextSINGLE RECEPTACLE OUTLET

AutoCAD SHX TextDUPLEX RECETACLE @ ELEV. A.F.F.



AutoCAD SHX Text120 V JUNCTION BOX

AutoCAD SHX TextT

AutoCAD SHX TextTIMER SWITCH

AutoCAD SHX TextJ

AutoCAD SHX TextGFI

AutoCAD SHX TextD

AutoCAD SHX Text3

AutoCAD SHX TextSD

AutoCAD SHX TextTV

AutoCAD SHX TextELECTRICAL LEGEND

AutoCAD SHX Text2' UNDER COUNTER LIGHT

AutoCAD SHX Text4' FLUORESCENT LIGHT

AutoCAD SHX TextK

AutoCAD SHX TextP

AutoCAD SHX TextKEYPAD

AutoCAD SHX TextANY RESIDENT HAVING A FOSSIL-BURNING

AutoCAD SHX TextHEATER OR APPLIANCE, A FIREPLACE, OR

AutoCAD SHX TextAN ATTACHED GARAGE SHALL HAVE AN

AutoCAD SHX TextOPERATIONAL CARBON MONOXIDE ALARM

AutoCAD SHX TextINSTALLED WITHIN 10 FEET OF EACH

AutoCAD SHX TextROOM USED FOR SLEEPING PERPOSES.

AutoCAD SHX TextPER RULE 9B-3.04.72

AutoCAD SHX TextDOOR BELL

AutoCAD SHX TextDB

AutoCAD SHX TextSD


AutoCAD SHX TextFLOOD LIGHT SWITCH

AutoCAD SHX TextIN LIVING ROOM






AutoCAD SHX TextA

AutoCAD SHX TextA

AutoCAD SHX TextN

AutoCAD SHX TextSTRUCTURED

AutoCAD SHX TextWIRE BOX W/

AutoCAD SHX Text110 OUTLET

AutoCAD SHX TextL

AutoCAD SHX TextA/H





AutoCAD SHX TextGFI


AutoCAD SHX TextGFI

AutoCAD SHX TextD.B.

AutoCAD SHX TextGFI

AutoCAD SHX TextGFI

AutoCAD SHX TextGFI

AutoCAD SHX TextGFI @ 42" A.F.F.

AutoCAD SHX TextSD

AutoCAD SHX TextGFI

AutoCAD SHX Text3

AutoCAD SHX Text3

AutoCAD SHX Text3



AutoCAD SHX Text200 AMP

AutoCAD SHX TextVP

AutoCAD SHX TextHIGH VOLT. OUTLET

AutoCAD SHX TextAT 72" FOR SEC. SYSTEM

AutoCAD SHX TextK

AutoCAD SHX TextP

AutoCAD SHX TextOPT

AutoCAD SHX TextK

AutoCAD SHX TextP

AutoCAD SHX TextOPT

AutoCAD SHX TextGFI

AutoCAD SHX Text3




AutoCAD SHX TextE

AutoCAD SHX TextA

AutoCAD SHX TextA

AutoCAD SHX TextA

AutoCAD SHX TextA

AutoCAD SHX TextA

AutoCAD SHX TextB

AutoCAD SHX TextKEYLESS

AutoCAD SHX TextL

AutoCAD SHX TextSD









AutoCAD SHX TextA

AutoCAD SHX TextA

AutoCAD SHX TextN

AutoCAD SHX TextSTRUCTURED

AutoCAD SHX TextWIRE BOX W/

AutoCAD SHX Text110 OUTLET

AutoCAD SHX TextL

AutoCAD SHX TextA/H



AutoCAD SHX TextTV

AutoCAD SHX TextSD

AutoCAD SHX TextVP

AutoCAD SHX TextGFI

AutoCAD SHX TextTV



AutoCAD SHX TextG

AutoCAD SHX TextA

AutoCAD SHX TextB

AutoCAD SHX TextM

AutoCAD SHX TextSD





AutoCAD SHX TextSD





AutoCAD SHX TextM

AutoCAD SHX TextTV

AutoCAD SHX TextSD

AutoCAD SHX TextVP

AutoCAD SHX TextGFI

AutoCAD SHX TextTV



AutoCAD SHX TextG

AutoCAD SHX TextA

AutoCAD SHX TextB

AutoCAD SHX TextM

AutoCAD SHX TextSD




AutoCAD SHX TextSD





AutoCAD SHX TextM


AutoCAD SHX TextTV

AutoCAD SHX Text200 Amp Service

AutoCAD SHX TextA

AutoCAD SHX TextTAG

AutoCAD SHX TextQUANTITY


AutoCAD SHX TextB

AutoCAD SHX TextC

AutoCAD SHX TextD

AutoCAD SHX TextE

AutoCAD SHX TextF

AutoCAD SHX TextG

AutoCAD SHX TextH

AutoCAD SHX TextJ

AutoCAD SHX TextK

AutoCAD SHX TextN

AutoCAD SHX TextO

AutoCAD SHX TextP

AutoCAD SHX Text(8)

AutoCAD SHX Text(2)

AutoCAD SHX Text(X)

AutoCAD SHX Text(5)

AutoCAD SHX Text2

AutoCAD SHX Text(X)

AutoCAD SHX TextNOT USED

AutoCAD SHX Text(2)

AutoCAD SHX Text(X)

AutoCAD SHX Text(1)

AutoCAD SHX Text(1)

AutoCAD SHX Text(X)

AutoCAD SHX Text(3)

AutoCAD SHX Text(X)

AutoCAD SHX Text36" 4 Lt

AutoCAD SHX Text24" 3 Lt

AutoCAD SHX Text10" Mushrooms

AutoCAD SHX TextPendant/Nook

AutoCAD SHX TextVapors

AutoCAD SHX TextRecessed Cans

AutoCAD SHX TextCoach Lights

AutoCAD SHX TextCoach Lights

AutoCAD SHX TextJ BOX

AutoCAD SHX Text5lt Chandelier

AutoCAD SHX Text3 Lt

AutoCAD SHX TextPendant Light

AutoCAD SHX TextL

AutoCAD SHX TextM

AutoCAD SHX Text(X)

AutoCAD SHX Text(X)

AutoCAD SHX Text4' Fluorescent

AutoCAD SHX Text2' Fluorescent

AutoCAD SHX TextTV

AutoCAD SHX TextTV

AutoCAD SHX TextTV




AutoCAD SHX TextD.

AutoCAD SHX TextW.

AutoCAD SHX TextD.

AutoCAD SHX TextW.





AutoCAD SHX TextD

AutoCAD SHX TextD

AutoCAD SHX TextD

AutoCAD SHX TextD

AutoCAD SHX TextD

AutoCAD SHX TextD

AutoCAD SHX TextD

AutoCAD SHX TextD

AutoCAD SHX TextA

AutoCAD SHX TextA

AutoCAD SHX TextA

AutoCAD SHX TextA

AutoCAD SHX TextA

AutoCAD SHX TextA

AutoCAD SHX TextA

AutoCAD SHX TextA

AutoCAD SHX TextD

AutoCAD SHX TextD

AutoCAD SHX TextD

AutoCAD SHX TextD

AutoCAD SHX Text1








AutoCAD SHX Text1

AutoCAD SHX Text1

AutoCAD SHX Text1

DATE:

07-24-18

PLAN:

SHEET#

SCALE:

CHECKED BY:

REVISED:

DRAWN BY:

JSL

A-6

N.T.S.

SECTION

ELEV E

J.W.C.

RESI

DENC

E FO

R:

1342

E

MOD

EL: S

PEC

SUBD

IV: M

ARBL

EBRO

OK T

V's

G.C.

D. #

1044

7

LOT:

257-

259

BLOC

K :

ADRS

: 195

67-1

9559

GAL

LEON

POI

NT D

RPh

one

(239

) 540

-182

2Fa

x (2

39) 5

40-7

759

& D

esig

nG

ulf

Coa

st D

raft

ing

This

sign

atur

e an

d se

al is

for w

ork

perf

orm

ed b

y th

e St

ruct

ural

Eng

inee

r of R

ecor

d(S

ER) r

elat

ed to

Stru

ctur

al E

ngin

eerin

g on

ly.

No

wor

k w

as p

erfo

rmed

by

the

SER

inot

her d

isci

plin

es su

ch a

s arc

hite

ctur

al, m

echa

nica

l, pl

umbi

ng, e

lect

rical

, fire

, life

safe

ty, a

cces

sibi

lity,

ene

rgy,

site

wor

k, c

ivil,

or g

eote

chni

cal.

STR

UC

TUR

AL

ENG

INEE

RIN

G

D.R.

H. 57

9380

094-

096

09-18-18

AutoCAD SHX TextSL. GL. DR. JAM TO BLOCK DETAIL

AutoCAD SHX TextCEMENT PLASTER

AutoCAD SHX TextBLOCK WALL

AutoCAD SHX TextSCALE 1" = 1'-0"

AutoCAD SHX TextDOOR JAM TO BLOCK DETAIL

AutoCAD SHX TextWINDOW JAM TO BLOCK DETAIL

AutoCAD SHX TextGARAGE DOOR JAM DETAIL

AutoCAD SHX Text PRESSURE TREATED WOOD BUCK

AutoCAD SHX TextPER TABLE 2 ON A-6.



AutoCAD SHX Text1/2" DRYWALL W/ 1"X2"

AutoCAD SHX TextP.T. TO BLOCK







AutoCAD SHX TextMETAL SASH


AutoCAD SHX TextSCALE 1 1/2" = 1'-0"

AutoCAD SHX TextPRECAST SILL

AutoCAD SHX TextPRE TABLE 2 ON A-6

AutoCAD SHX TextPRESS TREATED WOOD BUCK

AutoCAD SHX TextSILL

AutoCAD SHX TextMETAL THRESHOLD


AutoCAD SHX TextEXTERIOR DOOR

AutoCAD SHX TextNOTE: INSTALL 2" X 4" PT. WHEN

AutoCAD SHX TextRMAX IS USED FOR INSULATION




AutoCAD SHX TextGARAGE DOOR BUCK PER

AutoCAD SHX TextDETAIL ON STRUCTURAL.

AutoCAD SHX Text1"X4" TRIM

AutoCAD SHX Text PRESS. TREATED WOOD BUCK

AutoCAD SHX TextPER TABLE 2 ON A-6.

AutoCAD SHX TextSL. GL. DOOR TRACK SEE DETAILS FROM MANFG.

AutoCAD SHX TextSPACE FRAMING ABOVE

AutoCAD SHX TextNO SCALE

AutoCAD SHX TextCONC BLOCK WALL

AutoCAD SHX TextBUCK

AutoCAD SHX Text2X4 PT

AutoCAD SHX TextCONC BLOCK WALL

AutoCAD SHX Text4" DIA. HOLE FOR

AutoCAD SHX TextINSULATION INSPECTION

AutoCAD SHX Text2X4 BLK.

AutoCAD SHX TextWINDOW BUCK PER NOTES

AutoCAD SHX TextSILL

AutoCAD SHX TextA-34

AutoCAD SHX Text1/2" CDX PLY

AutoCAD SHX Text2" APART

AutoCAD SHX Text1/4" X 3 3/4" TAPCON

AutoCAD SHX Text16" O.C.

AutoCAD SHX TextINSTALL BLOCKING @

AutoCAD SHX Text16" O.C. TYPICAL

AutoCAD SHX TextWINDOW OR DOOR ARCH

AutoCAD SHX TextIN TABLE 2 ON A-6

AutoCAD SHX TextPRECAST LINTEL

AutoCAD SHX TextBOND BEAM

AutoCAD SHX TextLANAI/ENTRY ROOF ASSEMBLY

AutoCAD SHX TextCEILING ON LANAI PER NOTE

AutoCAD SHX Text10 IN TABLE 1 ON A-6

AutoCAD SHX TextROOF FRAMING PLAN

AutoCAD SHX TextSTRAP AT TRUSS PER

AutoCAD SHX TextBOND BEAM PER

AutoCAD SHX TextFRAMING PLAN

AutoCAD SHX TextFLASHING AND DRIP EDGE

AutoCAD SHX TextPER NOTES IN TABLE 3 ON A-6

AutoCAD SHX TextWOOD TRUSSES @ 24" O.C. (TYPICAL)

AutoCAD SHX TextDESIGNED BY DELEGATED TRUSS ENGINEER.

AutoCAD SHX TextROOF SHEATHING PER SCHEDULE 2/S-1.

AutoCAD SHX TextTILE ROOF PER NOTE 6 ON A-6.

AutoCAD SHX TextAND PER NOTES IN TABLE 3 ON A-6

AutoCAD SHX TextOR SHINGLE ROOF PER NOTE 5 ON A-6

AutoCAD SHX TextSLOPE TO EXTERIOR

AutoCAD SHX Text2

AutoCAD SHX TextTYPICAL WALL SECTION

AutoCAD SHX TextSCALE: 3/4"= 1'-0"

AutoCAD SHX TextWOOD BASE

AutoCAD SHX TextW/ INSULATION (MIN. R4.1)

AutoCAD SHX Text1/2" DRYWALL W/ TEXTURED WALLS.

AutoCAD SHX Text1X2 P.T. FURRING STRIPS @ 24" O.C.


AutoCAD SHX Text8"X8"X16" CONC. BLOCK

AutoCAD SHX TextR=30 FIBERGLASS

AutoCAD SHX TextINSUL.

AutoCAD SHX Text1X4 P.T. STRIP.

AutoCAD SHX TextDECORATIVE CEMENT FINISH

AutoCAD SHX TextPRE ASTM C-926

AutoCAD SHX TextSIZE AND REINFORCING.

AutoCAD SHX TextFOUNDATION PLAN FOR

AutoCAD SHX TextCONCRETE FOOTING SEE

AutoCAD SHX TextWINDOW, SEE SCHEDULE AND PLAN.

AutoCAD SHX TextPER NOTE 9 IN

AutoCAD SHX Text DRYWALL CEILING

AutoCAD SHX TextTABLE 1 ON A-6

AutoCAD SHX TextSEE FRAMING PLAN

AutoCAD SHX TextPRECAST LINTEL

AutoCAD SHX Text8"X8" CONTINUOUS

AutoCAD SHX Text1 #5, GROUT SOLID

AutoCAD SHX TextBOND BEAM W/

AutoCAD SHX TextFLASHING AND DRIP EDGE

AutoCAD SHX TextPER NOTES IN TABLE 3 ON A-6

AutoCAD SHX Text EMBEDDED STRAP AT EACH

AutoCAD SHX TextTRUSS PER ROOF FRAMING PLAN.

AutoCAD SHX TextWOOD TRUSSES @ 24" O.C. (TYPICAL)

AutoCAD SHX TextDESIGNED BY DELEGATED TRUSS ENGINEER.

AutoCAD SHX TextROOF SHEATHING PER SCHEDULE 2/S-1.

AutoCAD SHX TextTILE ROOF PER NOTE 6 ON A-6.

AutoCAD SHX TextAND PER NOTES IN TABLE 3 ON A-6

AutoCAD SHX TextVENTED ALLUM SOFFIT

AutoCAD SHX TextSHALL MEET R703.1.2.1

AutoCAD SHX TextPROVIDE VENTILATION

AutoCAD SHX TextPER R806.1

AutoCAD SHX TextOR SHINGLE ROOF PER NOTE 5 ON A-6

AutoCAD SHX TextMIN. 2" X 6" STRUCTURAL

AutoCAD SHX TextFASCIA W/ 2-16d NAILS

AutoCAD SHX TextTO EACH TRUSS

AutoCAD SHX Text1X4 P.T. BUCK W/ BED

AutoCAD SHX TextOF CONTINOUS CAULK

AutoCAD SHX TextUNDER

AutoCAD SHX TextWINDOW BUCKS SEE TABLE 2 ON A-6

AutoCAD SHX TextSILL SET IN MORTAR

AutoCAD SHX TextPRECAST CONCRETE SILL

AutoCAD SHX Text TURER TO ENSURE THAT ADEQUATE BEARING IS

AutoCAD SHX Text TO THE CONTRACTOR AND DESIGNER FOR REVIEW

AutoCAD SHX Text AND APPROVAL PRIOR TO FABRICATION. CONTRACTOR

AutoCAD SHX Text SHALL BE RESPONSIBLE FOR FIELD VERIFICATION

AutoCAD SHX Text OF DIMENSIONS, MATERIALS AND CONDITIONS.

AutoCAD SHX Text11. AT VOLUME CEILING CONDITIONS, ALIGN TRUSSES TO

AutoCAD SHX Text PROVIDE A SMOOTH AND UNBROKEN INTERIOR WALL

AutoCAD SHX Text SURFACE FROM FLOOR TO CEILING.

AutoCAD SHX Text IS PROVIDED AT END REACTIONS OF ALL GIRDER

AutoCAD SHX Text10. TRUSS MANUFACTURER SHALL SUBMIT SHOP DRAWINGS

AutoCAD SHX Text PERMANENT INSTALLATION TO COMPLY WITH

AutoCAD SHX Text13. MICRO-LAMS (OR EQUAL PARALAMS, LVL'S, ETC.) SHALL

AutoCAD SHX Text BE USED WHERE SPECIFIED ON ENGINEERED PLANS

AutoCAD SHX Text AND INSTALLED IN ACCORDANCE WITH MANUFACTURER'S

AutoCAD SHX Text RECOMMENDATIONS. ANY EDGES OR ENDS EXPOSED

AutoCAD SHX Text TO THE WEATHER SHALL BE PROTECTED BY THE

AutoCAD SHX Text INSTALLATION OF 26 GA., MIN., GALVANIZED STEEL

AutoCAD SHX Text14. SPLICES IN MULTI-BOARD CONTINUOS BEAMS SHALL

AutoCAD SHX Text BE ALLOWED FOR ONE BOARD ONLY PER SPAN

AutoCAD SHX Text AND ONLY AT THE QUARTER POINT OF THE SPAN,

AutoCAD SHX Text UNLESS SHOWN OTHERWISE.

AutoCAD SHX Text12. BRACE TRUSSES DURING ERECTION AND AFTER

AutoCAD SHX Text TRUSSES.

AutoCAD SHX Text FLASHING.

AutoCAD SHX Text TPI BWY-76.

AutoCAD SHX Text8. ALL TRUSSES SHALL BE DESIGNED AND CERTIFIED BY

AutoCAD SHX Text THE TRUSS MANUFACTURER'S STATE OF FLORIDA

AutoCAD SHX Text9. CONTRACTOR SHALL CORRELATE WITH TRUSS MANUFAC-

AutoCAD SHX Text REGISTERED ENGINEER.

AutoCAD SHX Text4. CONTRACTOR SHALL PROVIDE ALL FASTENING DEVICES

AutoCAD SHX Text AS SHOWN ON THE DRAWINGS AND AS NECESSARY AND

AutoCAD SHX Text SUITED FOR EACH APPLICATION. FASTENING SUBJECT

AutoCAD SHX Text TO MOISTURE SHALL BE HOT DIP GALVANIZED TO ASTM

AutoCAD SHX Text A-153-80, OR STAINLESS STEEL.

AutoCAD SHX Text5. ALL METAL CONNECTIONS AND FABRICATIONS SHALL

AutoCAD SHX Text COMPLY WITH AISC SPECIFICATIONS.

AutoCAD SHX Text6. SOLID BLOCK ALL JOISTS AND RAFTERS AT POINTS

AutoCAD SHX Text7. PREFABRICATED STRUCTURAL TRUSSES SHALL COMPLY

AutoCAD SHX Text WITH NFPA NATIONAL DESIGN SPECIFICATIONS FOR

AutoCAD SHX Text WOOD CONSTRUCTION, TPI DESIGN SPECIFICATIONS FOR

AutoCAD SHX Text METAL PLATE WOOD TRUSSES AND ATTIC 100.

AutoCAD SHX Text OF SUPPORT.

AutoCAD SHX TextWOOD FRAMING:

AutoCAD SHX Text1. ALL WOOD FRAMING SHALL BE FABRICATED AND INSTALLED

AutoCAD SHX Text PER NATIONAL DESIGN SPECIFICATIONS

AutoCAD SHX Text2. UNLESS NOTED OTHERWISE THE FOLLOWING MINIMUM

AutoCAD SHX Text A. INTERIOR BEARING WALLS SPF #2

AutoCAD SHX Text FOR WOOD CONSTRUCTION.

AutoCAD SHX Text GRADES SHALL BE USED:

AutoCAD SHX Text15. SPACE FRAMING OF ARCHES UNDER TIE BEAM SHALL BE

AutoCAD SHX Text FILL IN FRAME UNLESS NOTED OR CONSTRUCTED OTHERWISE.

AutoCAD SHX Text3. TREATED WOOD REQUIREMENTS: ALL WOOD EXPOSED TO

AutoCAD SHX Text WEATHER SHALL BE PROTECTED, PRESSURE TREATED, OR

AutoCAD SHX TextNATURALLY RESISTANT TO DECAY. ALL WOOD TOUCHING

AutoCAD SHX TextMASONRY OR CONCRETE SHALL BE ISOLATED,

AutoCAD SHX Text PRESSURE TREATED.

AutoCAD SHX Text4

AutoCAD SHX TextRESIDENTIAL SPECIFICATIONS

AutoCAD SHX TextGENERAL NOTES

AutoCAD SHX Text1. THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT

AutoCAD SHX Text THE JOB SITE PRIOR TO COMMENCING WORK. THE CONTRACTOR SHALL

AutoCAD SHX Text REPORT ALL DISCREPANCIES BETWEEN THE DRAWINGS AND EXISTING

AutoCAD SHX Text2. THE CONTRACTOR SHALL SUPPLY, LOCATE AND BUILD INTO THE WORK

AutoCAD SHX Text HANGERS, SLAB DEPRESSIONS AND PITCHES AS MAY BE REQUIRED TO

AutoCAD SHX Text3. ALL DETAILS AND SECTIONS SHOWN ON THE DRAWINGS ARE INTENDED

AutoCAD SHX Text TO BE TYPICAL AND SHALL BE CONSTRUCTED TO APPLY TO ANY SIMILAR

AutoCAD SHX Text FOUNDATIONS ARE DESIGNED FOR A SOIL BEARING CAPACITY OF 2,000

AutoCAD SHX Text PSF. THE CONTRACTOR SHALL REPORT ANY DIFFERING CONDITIONS TO

AutoCAD SHX Text SITUATION ELSEWHERE IN THE WORK EXCEPT WHERE A DIFFERENT

AutoCAD SHX Text4. SUBSURFACE SOIL CONDITION INFORMATION IS NOT AVAILABLE

AutoCAD SHX Text5. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB

AutoCAD SHX Text SPECIFICATION AND HOUSE PLANS, MECHANICAL, ELECTRICAL,

AutoCAD SHX Text PLUMBING, AND SITE DRAWINGS, CONSULT THESE DRAWINGS FOR

AutoCAD SHX Text STRUCTURAL DRAWINGS.

AutoCAD SHX Text DETAIL IS SHOWN.

AutoCAD SHX Text CONDITIONS TO THE DESIGNER PRIOR TO COMMENCING WORK.

AutoCAD SHX Text ALL INSERTS, ANCHORS, ANGLES, PLATES, OPENINGS, SLEEVES,

AutoCAD SHX Text ATTACH AND ACCOMMODATE OTHER WORK.

AutoCAD SHX Text THE DESIGNER PRIOR TO COMMENCING WORK.

AutoCAD SHX Text SLEEVES, DEPRESSIONS AND OTHER DETAILS NOT SHOWN ON

AutoCAD SHX Text THE BUILDING AND ITS COMPONENTS DURING ERECTION. THIS INCLUDES THE

AutoCAD SHX Text NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS, OR TIE DOWNS.

AutoCAD SHX Text6. ALL SPECIFIED FASTENERS MAY ONLY BE SUBSTITUTED IF APPROVED BY THE

AutoCAD SHX Text ENGINEER IN WRITING, THE INSTALLATION OF THE FASTENERS

AutoCAD SHX Text ALL WOOD EXPOSED TO WEATHER SHALL BE PROTECTED, PRESSURE TREATED,

AutoCAD SHX Text8. THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER

AutoCAD SHX Text THE BUILDING IS COMPLETE. IT IS THE CONTRACTOR'S SOLE RESPONSIBILITY

AutoCAD SHX Text TO DETERMINE ERECTION PROCEDURES AND SEQUENCES TO ENSURE SAFETY OF

AutoCAD SHX Text SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS.

AutoCAD SHX TextSIMPSON FASTENERS SPECIFIED MAY BE SUBSTITUTED WITH THE SAME QUANTITY

AutoCAD SHX TextAND EQUIVALENT STRENGTH PRODUCT.

AutoCAD SHX Text7. TREATED WOOD REQUIREMENTS:-

AutoCAD SHX Text OR NATURALLY RESISTANT TO DECAY.

AutoCAD SHX Text ALL WOOD TOUCHING MASONRY OR CONCRETE SHALL BE ISOLATED, OR

AutoCAD SHX Text PRESSURE TREATED.

AutoCAD SHX Text9. CEILING DRYWALL INSTALLED WITHIN THE HOUSE TO TRUSSES SPACED 24" O.C.

AutoCAD SHX TextSHALL BE 5/8" DRYWALL OR 1/2" SAG RESISTANT PER SEC. 702.3.5

AutoCAD SHX Text1

AutoCAD SHX Text10. LANAI CEILINGS & COVERED ENTRY CEILINGS

AutoCAD SHX Text1X4 STRIPPING @ 16" O.C. FASTENED WITH 2-8d NAILS TO EACH TRUSS. 5/8"

AutoCAD SHX TextEXTERIOR GYPBOARD CEILING FASTENED WITH 8d NAILS OR 1-5/8" DRYWALL

AutoCAD SHX TextSCREWS @ 6" oc EDGE AND FIELD.

AutoCAD SHX Text5

AutoCAD SHX Text6

AutoCAD SHX TextFLOOR SHEATHING AT 2ND FLOOR

AutoCAD SHX TextA.P.A. RATED STURDI-FLOOR, EXPOSURE 1, TONGUE & GROOVE EDGES

AutoCAD SHX Text10d COMMON @ 6" O.C. EDGE AND FIELD.

AutoCAD SHX Text7

AutoCAD SHX TextSPAN RATING 48/24 OR BETTER, GLUE AND NAIL W/

AutoCAD SHX TextEXTERIOR WALL SHEATHING

AutoCAD SHX TextSHALL BE 7/16" THICK 'ZIP SYSTEM WALL SHEATHING' MANUFACTURED

AutoCAD SHX TextBETWEEN EDGES AND FASTEN WITH 8d COMMON NAILS @ 6" O.C. EDGE

AutoCAD SHX Text8

AutoCAD SHX TextBY HUBER ENGINEERED WOODS LLC. INSTALL PANELS WITH A 1/8" GAP

AutoCAD SHX TextAND FIELD. IF PANELS ARE INSTALLED HORIZONTALLY, BLOCKING SHALL

AutoCAD SHX TextBE INSTALLED BEHIND PANEL JOINTS. ALL SEAMS IN THE SHEATHING

AutoCAD SHX TextSHALL BE SEALED WITH THE ZIP SYSTEM SELF ADHERING SEAM TAPE

AutoCAD SHX TextUSING THE ZIP SYSTEM APPLICATOR GUN. THE USUAL TYVEK HOUSE

AutoCAD SHX TextWRAP IS NOT REQUIRED.

AutoCAD SHX TextSHINGLES

AutoCAD SHX Text15# felt shall be installed under asphalt shingles. All asphalt

AutoCAD SHX Textshingles shall have self sealing strips or be interlocking and

AutoCAD SHX Textcomply with ASTM D 225 or D3462, and shall be secured to the

AutoCAD SHX Textroof with no less than 6 fasteners per shingle strip, or a minimum

AutoCAD SHX Textof 2 fasteners per shingle tab. And shall in no case be fastened

AutoCAD SHX Textwith less fasteners than that required by the manufacture.

AutoCAD SHX TextInstallation shall comply with the manufactures requirements for

AutoCAD SHX Textinstallation in the given Florida wind zone, as determined by

AutoCAD SHX TextASTM D 3161.

AutoCAD SHX TextFASTENERS

AutoCAD SHX TextFasteners for asphalt shingles shall comply with ASTM F 1667, and

AutoCAD SHX Textshall be made of galvanized steel, stainless steel or aluminum with

AutoCAD SHX Texta minimum shank size of 12 gage (0.105 inches)with a minimum 3/8 inch

AutoCAD SHX Textdiameter head and shall be of a length to penetrate the

AutoCAD SHX Textsheathing.

AutoCAD SHX TextThe nail component of plastic cap nails shall meet or exceed the

AutoCAD SHX Textrequirements of ASTM A 641, Class I, or equal, and shall be

AutoCAD SHX Textcorrosion resistant by coating electro galvanization, mechanical

AutoCAD SHX Textgalvanization, hot dipped galvanization or shall be made of

AutoCAD SHX Textstainless steel, non ferrous metal.

AutoCAD SHX TextASPHALT SHINGLE ROOF SPEC'S

AutoCAD SHX TextCLAY AND CONCRETE TILE ROOF SPECS

AutoCAD SHX TextTHE INSTALLATION OF CLAY AND CONCRETE TILE SHALL COMPLY

AutoCAD SHX TextWITH THE PROVISIONS OF R905.3 F.B.C.

AutoCAD SHX TextMARKING: EACH ROOF TILE SHALL HAVE A PERMANENT

AutoCAD SHX TextMANUFACTURER'S IDENTIFICATION MARK.

AutoCAD SHX TextAPPLICATION SPECIFICATIONS: THE TILE MANUFACTURER'S WRITTEN

AutoCAD SHX TextAPPLICATION SPECIFICATIONS SHALL BE AVAILABLE AND SHALL

AutoCAD SHX TextINCLUDE BUT NOT BE LIMITED TO THE FOLLOWING:

AutoCAD SHX Text1. TILE PLACEMENT AND SPACING,

AutoCAD SHX Text2. ATTACHMENT SYSTEM NECESSARY TO

AutoCAD SHX TextA. AMOUNT AND PLACEMENT OF MORTAR

AutoCAD SHX TextB. AMOUNT AND PLACEMENT OF ADHESIVE,

AutoCAD SHX TextC. TYPE, NUMBER, SIZE, AND LENGTH OF FASTENERS AND CLIPS.

AutoCAD SHX Text3. UNDERLAYMENT

AutoCAD SHX Text4. SLOPE REQUIREMENT.

AutoCAD SHX TextINSTALL PEEL AND STICK UNDERLAYMENT APPROVED FOR SINGLE

AutoCAD SHX TextLAYER APPLICATION UNDER TILE ROOF.

AutoCAD SHX TextROOF SHEATHING

AutoCAD SHX TextSHEETS SHALL BE MAINTAINED. INSTALL "H" CLIPS AT UNSUPPORTED PANEL EDGES.

AutoCAD SHX TextTHE ROOF SHEATHING SHALL BE NAILED WITH 8d RING SHANK NAILS @6" O.C.

AutoCAD SHX TextEDGE AND FIELD. ENSURE THAT ALL NAILS PENETRATE THE TOP CHORD OF THE TRUSS

AutoCAD SHX TextWITHOUT SPLITTING. RING SHANK NAILS PER R803.2.3.1 - 0.113" NOMINAL SHANK DIAMETER,

AutoCAD SHX TextFLASHING

AutoCAD SHX TextFLASHING SHALL BE ALUMINUM, ALUMINUM ZINC COATED STEEL .0179 INCHES

AutoCAD SHX TextTHICK, 26 GAGE AZ50 ALUM ZINC, OR GALVANIZED STEEL .0179 INCHES THICK, 26 GAGE

AutoCAD SHX TextZINC COATED G90, FLASHING SHALL BE INSTALLED IN ACCORDANCE WITH THE ZIP

AutoCAD SHX TextSYSTEM ROOF SHEATHING MANUFACTURERS PUBLISHED REQUIREMENTS. ALL FLASHING AND

AutoCAD SHX TextINSTALLATION SHALL CONFORM TO SECTION R905.2.8 (1 TO 5).

AutoCAD SHX TextSHALL BE APA RATED SHEATHING, EXPOSURE 1, SPAN RATING 24/16 OR BETTER.

AutoCAD SHX TextDIMENSION PLACED PERPENDICULAR TO TRUSSES. A 1/8" SPACE BETWEEN ADJACENT

AutoCAD SHX TextGENERAL ROOF ASSEMBLY

AutoCAD SHX Text3

AutoCAD SHX TextRING DIA. OF 0.012" OVER SHANK DIAMETER, 16 TO 20 RINGS PER INCH, 0.280" DIAMETER

AutoCAD SHX TextFULL ROUND HEAD, 2" NAIL LENGTH.

AutoCAD SHX TextINSTALL PANELS WITH LONG

AutoCAD SHX TextDOOR AND WINDOW ANCHORAGE

AutoCAD SHX TextANCHORAGE REQUIREMENTS:- ALL PASS AND SLIDING GLASS DOORS AND ALL

AutoCAD SHX TextWINDOW ASSEMBLIES SHALL BE ANCHORED TO THE MAIN WIND FORCE RESISTING

AutoCAD SHX TextSYSTEM IN A MANNER SPECIFIED BY THE PUBLISHED MANUFACTURERS

AutoCAD SHX TextLITERATURE. THERE SHALL BE NO SUBSTITUTION OF ALTERNATE FASTENINGS UNLESS

AutoCAD SHX TextPROVIDED BY THE MANUFACTURER AND APPROVED BY THE BUILDING DESIGN ENGINEER.

AutoCAD SHX TextWOOD FRAMED OPENING:- ALL DOORS AND WINDOWS SHALL BE INSTALLED ACCORDING

AutoCAD SHX TextTO THE PUBLISHED MANUFACTURES LITERATURE OF THE ASSEMBLY BEING INSTALLED

AutoCAD SHX TextTO THE ROUGH SUBSTRATE OPENING. SHIMS SHALL BE MADE OF MATERIALS CAPABLE

AutoCAD SHX TextOF RESISTING THE APPLIED LOADS AND SHALL BE LOCATED NEAR EACH FRAME

AutoCAD SHX Text2

AutoCAD SHX TextFASTENERTO MINIMIZE DISTORTION OF THE FRAME AS THE FASTENERS ARE TIGHTENED.

AutoCAD SHX TextMASONRY OPENING

AutoCAD SHX TextWHERE WINDOW FRAME IS DESIGN TO FASTEN WITH SCREWS THROUGH THE FRAME

AutoCAD SHX TextAND INTO THE MASONRY, THE BUCK MATERIEL IS SIMPLY A SPACER. THE BUCK MAY

AutoCAD SHX TextBE FASTENED WITH T NAILS OR ANY SUITABLE FASTENER TO TACK IT INTO

AutoCAD SHX TextPOSITION PRIOR TO WINDOW INSTALLATION. FASTEN WINDOW FRAME PER MFR

AutoCAD SHX TextINSTRUCTIONS. A WINDOW FASTENER SHALL PENETRATE MASONRY BY 2 1/4" MIN.

AutoCAD SHX TextWHERE WINDOW FRAME IS DESIGNED TO FASTEN ONLY TO THE WOOD BUCK

AutoCAD SHX Text(IE, FLANGED FRAME WITH WOOD SCREWS) THE BUCKS SHALL BE 2X WOOD WITH

AutoCAD SHX TextSTRUCTURAL FASTENING TO THE MASONRY WITH 1/4X 3 3/4 MASONRY SCREWS

AutoCAD SHX Text@ 24" OC AND 6" FROM EACH END.

AutoCAD SHX TextDRIP EDGE

AutoCAD SHX TextDRIP EDGE SHALL BE PROVIDED AT ALL EAVES AND GABLES OF SHINGLE ROOFS,

AutoCAD SHX TextLAPPED A MINIMUM OF 3" @ JOINTS. THE OUTSIDE EDGE SHALL EXTEND A MINIMUM OF 1/2"

AutoCAD SHX TextBELOW SHEATHING AND THE INSIDE EDGE SHALL EXTEND BACK A MINIMUM OF 2". DRIP

AutoCAD SHX TextEDGE SHALL BE FASTENED AT NO MORE THAN 4" CENTERS. THERE SHALL BE A

AutoCAD SHX TextMINIMUM OF 4" WIDTH OF ROOF CEMENT INSTALLED OVER THE DRIP EDGE FLANGE.

AutoCAD SHX TextCOMPLY WITH CURRENT WIND CODE,

AutoCAD SHX Text B. RAFTERS, JOISTS, HEADERS AND BEAMS SYP #2.

AutoCAD SHX Text EXTERIOR BEARING WALLS,









AutoCAD SHX Text8"X8"X16" CONC. BLOCK WITH LADDER STYLE JOINT REINFORCING AT 16" O.C.

AutoCAD SHX Text4" CONC. SLAB 2,500 P.S.I. W/ 6X6 #10/10 W.W.M REINFORCING ON 6 MIL. VISQUEEN VAPOR BARRIER ON MECHANICALLY COMPACTED FILL @95%, PROVIDE TERMITE TREATMENT WITH "BORA CARE".

AutoCAD SHX Text1

DATE:

PLAN:

SHEET#

SCALE:

CHECKED BY:

REVISED:

DRAWN BY:

A-7

N.T.S.

BANDING

J.W.C.

RESI

DENC

E FO

R:

MOD

EL: S

PEC

BLOC

K :

Phon

e (2

39) 5

40-1

822

Fax

(239

) 540

-775

9

& D

esig

nG

ulf

Coa

st D

raft

ing

1342

E

07-24-18

JSL

SUBD

IV: M

ARBL

EBRO

OK T

V's

G.C.

D. #

1044

7

LOT:

257-

259

ADRS

: 195

67-1

9559

GAL

LEON

POI

NT D

R

D.R.

H. 57

9380

094-

096

09-18-18


AutoCAD SHX TextCORNER OF

AutoCAD SHX TextMID WALL

AutoCAD SHX TextFELT STRIP

AutoCAD SHX TextBUILDING

AutoCAD SHX TextCORNER BEAD

AutoCAD SHX TextWEEP SCREED


AutoCAD SHX TextWIRE LATH

AutoCAD SHX TextEXPANSION JOINT

AutoCAD SHX TextOVER FELT

AutoCAD SHX TextOVER FELT STRIP





AutoCAD SHX TextCORNER OF


AutoCAD SHX TextMASONRY WALL

AutoCAD SHX TextOVER WIRE LATH


AutoCAD SHX TextOVER BLOCK WALL



AutoCAD SHX TextDECO. TEXTURED FINISH


AutoCAD SHX TextDECO. TEXTURED FINISH

AutoCAD SHX TextFRAME WALL

AutoCAD SHX TextFELT OVER


AutoCAD SHX TextWIRE LATH

AutoCAD SHX TextOVER FELT




AutoCAD SHX TextWIRE LATH OVER





AutoCAD SHX TextFELT PAPER

AutoCAD SHX TextMITER OVER SCREED

AutoCAD SHX TextWIRE THE CONTROL

AutoCAD SHX TextJOINT TO LATH WITH

AutoCAD SHX Text18 GA. GALVANIZED

AutoCAD SHX TextWIRE AT 7' O.C. MAX.

AutoCAD SHX TextAMICO M-TYPE

AutoCAD SHX TextCONTROL JOINT

AutoCAD SHX TextAMCJM-780 OR

AutoCAD SHX TextAPPROVED EQUAL

AutoCAD SHX TextOVER LATH (CUT

AutoCAD SHX TextLATH BEHIND

AutoCAD SHX TextCONTROL JOINT 1/4'

AutoCAD SHX TextMIN. GAP) LOCATE

AutoCAD SHX TextOVER STUD ONLY

AutoCAD SHX TextAND PER NOTE 1

AutoCAD SHX TextFULLY EMBED BACK FACE

AutoCAD SHX TextOF WEEP SCREED IN

AutoCAD SHX TextCAULK. LET OOZE OUT AT

AutoCAD SHX TextCORNER AND SCREED 2"

AutoCAD SHX TextMIN. WIDTH

AutoCAD SHX TextMITER OUT CORNER

AutoCAD SHX TextBEAD AT



AutoCAD SHX Text*

AutoCAD SHX TextNOTE 1:

AutoCAD SHX TextMAX OF 144 SQ. FT.

AutoCAD SHX TextBETWEEN CONTROL

AutoCAD SHX TextJOINTS. NOT GREATER

AutoCAD SHX TextTHAN 18'-0"O.C. MAX

AutoCAD SHX TextAREA RATIO OF

AutoCAD SHX TextCONTROL JOINTS-2-2/1 TO 1

AutoCAD SHX Text(AT WOOD

AutoCAD SHX TextFRAME ONLY)

AutoCAD SHX Text*

AutoCAD SHX TextCAULK CENTER JOINT

AutoCAD SHX TextIN MID WALL WEEP

AutoCAD SHX TextSCREED 2" IN EA.

AutoCAD SHX TextDIRECTION AT CORNER

AutoCAD SHX TextWOOD FRAME


AutoCAD SHX Text%%UMASONRY WALL

AutoCAD SHX Text%%UMASONRY WALL


AutoCAD SHX Text%%UWEEP SCREED DETAIL

AutoCAD SHX TextINSTALL AT ALL EXTERIOR WALL LOCATIONS WHERE

AutoCAD SHX TextWOOD STUD FRAMING IS ABOVE MASONR

elev e...lot: 257-259 subdiv: marblebrook tv's g.c.d. # 10447 block : adrs: 19567-19559 galleon...

Documents