a custom model for · groza builders, inc. buttonwood kw gbi buttonwood keywest spec 302 sw kane...

DRAWING INDEX

C1 COVER PAGE

A1 FOUNDATION PAGE

A2 FLOOR PLAN

A3 ELECTRICAL PLAN

A4 EXTERIOR ELEVATIONS

A5 HVAC PLAN

A6 ROOF PLAN

S1 ENGINEER DETAIL PAGE

S2 ENGINEER DETAIL PAGE

A CUSTOM MODEL FOR:

GROZA BUILDERS, INC.

BUTTONWOOD KW GBI

BUTTONWOOD KEYWEST SPEC

302 SW KANE AVE

PORT ST. LUCIE, FL

8

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302 S

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, F

L511 SW

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RT SAIN

T LU

CIE BLVD

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RT ST. LU

CIE, FL 34953

P1 10/10/19

P2 10/31/19

SHINGLE

ROOF

FRONT ELEVATION

1

HARDI SIDING

DECORATIVE STUCCO FINISH

4'' RAISED STUCCO BAND

FLOAT FINISH


FLOAT FINISH

4x8 WOOD

BEAM

4x8 WOOD

BEAM

4x8 WOOD

BEAM

HARDI SIDING


HARDI SIDING

2'WX3'H BARN DOOR

Z FACE W/ DECO HINGES

3'-0"

2'-0"

TOP OF WINDOWS TO FASCIA=11-3/16'' +/- W/2X4 END RAIL

+27.0/

+39.2/

-42.6

SCALE:

1

8

'' = 1'-0''

BIRDSEYE

CITY OF PORT ST. LUCIE BUILDING DEPARTMENT PRODUCT APPROVAL SUBMITTAL AFFIDAVIT

BUILDING PERMIT

OWNERS NAME

CONTRACTOR - GROZA BUILDERS CONTRACTOR'S ADDRESS 511 SW PORT ST LUCIE BLVD

PORT ST LUCIE FL 34953

OPENING SCHEDULE: SWING DOORS, OVERHEAD DOORS, SLIDING DOORS, FIXED GLASS, WINDOWS & SKYLIGHTS

FL= OR MIAMI-DADE PRODUCT MODEL NUMBER MANUFACTURER GLASS DESCRIPTION METHOD OF ATTACHMENT

BUILDING DESIGN

PRESSURE

PRODUCT DESIGN

PRESSURE

FL= OR MIAMI-DADE MODEL NUMBER MANUFACTURER METHOD OF ATTACHMENT

BUILDING DESIGN

PRESSURE

PRODUCT DESIGN

PRESSURE

NOTE:

ALL MANUFACTURED HOLES MUST BE FILLED WITH APPROPRIATE FASTENERS

I HAVE REVIEWED THE ABOVE COMPONANTS AND CLADDING AND HAVE APPROVED THEIR

USE IN TEH STRUCTURE TO PROVIDE ADEQUATE RESISTANCE TO THE WIND LOADS AND FORCES

SPECIFIED BY CURRENT CODE PROVISIONS.

NAME SIGNATURE

DATE:

DESIGN FIRM CERT. NO

FL 16177.1 IMPACT

FL 11103.1 IMPACT

20468.4

SLIDING GLASS DOOR

FIBERGLASS DOOR

SH8100 PVC SINGLE HUNG

IMPACT

8900 PVC SGD

CWS WINDOWS

CWS WINDOWS

THERMA TRU

IMPACT

LOW-E 366 INSULATED

NON-IMPACT

IMPACT

LOW-E 366 INSULATED

PLAG ANGLE TO HAVE (3)

5

16

" X 1-5/8" LAG SCREWS

AND DOOR BRACKET TO HAVE LAG SCREWS 24" O.C.

MAX AND 6" FROM CORNERS

SEE ELEVATION PAGE

SEE ELEVATION PAGE

SEE ELEVATION PAGE

+27.0/-30.0

+/- 60 PSF

MULLIONS

METAL ROOF

SIDING

SOFFIT

HURRICANE PANELS

LESS THAN 5'-7'' SPAN

HURRICANE PANELS

5'-7'' SPAN OR MORE

HARDI

FL-9520.1

CMU COMPLYING WITH ASTM C90 W/0 .14'' SHANK BY 0.300 #HD BY 1-

1

4

'' LONG ET&F BRAND STUD NAILS.

DIRECT MOUNT TO BLOCK 12" O.C.

+/- 70 PSF

16-0329.13 IKO 6 ROOFING NAILS PER TAB, CLASS F OR H

1

4

" Tapcons, 1-1/4" Min. Embed in

Head & Jamb, in all mfg. holes

1

4

" Tapcons, 1-1/4" Min. Embed in

Head & Jamb, in all mfg. holes

1

4

" T.C. at 14" O.C. 1-1/4" EMBED AT

6" FROM CORNERS

2X4 BRACE AT CENTER OF PANEL

+23.6/-28.8

+70/-61.3

SHINGLE ROOF

17-0919.12

GARAGE DOOR 16'W824/811

DAB

FL23352 Ply Gem Siding Group

SEE ELEVATION PAGE

SEE ELEVATION PAGE

WINDOWS

SINGLE HUNG

3

16

" Elco Ultracon, 1-1/4" Min. Embed in Head

& Jamb, in all mfg. holes

+/- 50 PSF

ROOF VENT

FL-21580.3

FLORIDA METAL PRODUCTS,

INC.

Apply roofing cement to the underside, back and side flanges of the roof vent. Cement should be

1

4

" thick and

extend 2" onto roof underlayment

JOB NO.

SHEET

Port Orange, Fl

www.bluestreamdesignstudio.com

[email protected]

(386) 256-8978

DESCRIPTION

1

2

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5

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7

8

Port Charlotte, Fl

(941) 275-9931

DATE

CHECKED BY:

DESIGN BY:

REV

Although every effort is made toensure the accuracy of theseplans it is the responsibility ofthe builder to verify alldimensions, details andspecifications shown.Bluestream Design Studio willnot be held liable for any errorsor omissions on these plans.

Design and layout or conceptsfor this design were provided toBluestream Design Studio bythe builder shown. Anysimilarities to other plans orblueprints is solely theresponsibility of the builder.Plans may not be reproduced orcopied without the expresswritten consent of the Buildershown.

SCALE:

OF

TMB

LBB

1/4" = 1'-0"

BUTTONWOOD KW GBI PERMITSET.dwg

11/7/19

C1

COVER

1

cdb

Stamp

TERMITE NOTES:

1. A PERMANENT SIGN WHICH IDENTIFIES THE TERMITE TREATMENT PROVIDER AND

NEED FOR RE-INSPECTION AND TREATMENT CONTRACT RENEWAL SHALL BE

PROVIDED.

2. CONDENSATE AND ROOF DOWNSPOUTS SHALL DISCHARGE AT LEAST 1'-0" AWAY

FROM BUILDING SIDE WALLS,

3. INITIAL TREATMENT SHALL BE DONE AFTER ALL EXCAVATION AND BACKFILL IS

COMPLETE.

4. MINIMUM 6 MIL VAPOR BARRIER MUST BE INSTALLED TO PROTECT AGAINST

RAINFALL DILUTION.

5. SOIL TREATMENT MUST BE APPLIED UNDER ALL EXTERIOR CONCRETE OR GRADE

WITHIN 1'-0" OF THE STRUCTURE SIDEWALLS.

6. AN EXTERIOR VERTICAL CHEMICAL BARRIER MUST BE INSTALLED AFTER

CONSTRUCTION.

7. A CERTIFICATE OF COMPLIANCE MUST BE ISSUED TO THE BUILDING DEPARTMENT

BY A LICENSED PEST CONTROL COMPANY BEFORE FINAL INSPECTION.

39'-10"

72'-0"

39'-10"

72'-0"

25'-0"

5'-8"

4'-4"

30'-4"

6'-8"

20'-0"

5'-4"

24'-0"

25'-0"

2'-2"2'-9"3'-9"

16'-8"

4'-4" 10'-2"

8"

3'-0"

8"

4'-4"

1'-4"

25'-4" 14'-6"

20'-8"

12'-4

1 2

"13'-11

1 2

"

10'-10" 18'-10"

10"3'-10"6'-0"9'-6"

8'-10"

8'-4"

16'-6"

25'-0"

9'-5"

5'-11

1 2

"14'-11

1 2

"

1

2

" X 8" Wedge Anchors @ 32" o.c. w/

2 washers & nuts

F1 CURB

F1 CURB

F1 CURB

F2

F2

F2

F3

F1

F1

F1

F1

F1

F1

F1

F2

F2

F2

FINISH FLOOR ELEVATION

0'-0''

NOTE: PROVIDE LINE FOR

ICE MAKER

8"19'-4"

2'-3"1'-7"

CRASH

POLE

SLAB NOTE

3000 PSI CONCRETE SLAB

4'' THICK W/ FIBERMESH

(OR 6''X6'' 10 /10 W.W.F.)

OVER 6 MILL VISQUEEN AND

CLEAN, COMPACTED, TERMITE

TREATED FILL

SLOPED RECESS AT GARAGE DOOR

RECESS SLAB1-1/2"

RECESS SLAB 1-1/2''

RECESS

SHOWER

TYPICAL CONCRETE SLAB

FILL TO BE TREATED FOR TERMITES BEFORE

CONCRETE SLAB

FINISH FLOOR

6 MIL POLY VAPOR BARRIER

COMPACTED FILL

POURING BUT AFTER PLUMBING ROUGH IN.

FIBER-MESH MATERIAL

OR WIRE-MESH MATERIAL

F3

F1

F1

F2

1'-4"

6'-0" 13'-10"

F1

5'-2"

3'-0"

2'-6"

F1S

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302 S

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, F

L511 SW

PO

RT SAIN

T LU

CIE BLVD

.

PO

RT ST. LU

CIE, FL 34953

P1 10/10/19

P2 10/31/19

JOB NO.

SHEET

Port Orange, Fl


[email protected]

(386) 256-8978

DESCRIPTION

1

2

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5

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7

8

Port Charlotte, Fl

(941) 275-9931

DATE

CHECKED BY:

DESIGN BY:

REV



SCALE:

OF

TMB

LBB

1/4" = 1'-0"


11/7/19

A1

FOUNDTION

2

MONO EDGE FOOTER W/RECESS SHOWER

4" SHOWER

RECESS

cdb

Stamp

Ducts in the garage and ducts penetrating thewalls or ceilings separating the dwelling fromthe garage shall be constructed of a minimumNo. 26 gage (0.48 mm) sheet steel, 1 inch(25.4 mm) minimum rigid nonmetallic Class0 or Class 1 duct board, or other approvedmaterial and shall not have openings into thegarage

LIVING

GARAGE

LANAI

ENTRY PORCH

TOTAL

LIVING C.F. = +/- 15,770

1,848

408

117

124

2,497

SQUARE FOOTAGE

39'-10"

25'-4" 14'-6"

9'-8" 3'-2" 12'-6" 1'-4"

72'-0"

39'-10"

72'-0"

25'-0"

10'-0"

30'-4"

6'-8"

20'-0"

2'-0" 16'-0" 2'-0"

3'-2" 3'-0"

40'-0"

4'-6"

9'-0"

3'-2"

15'-4"

15'-0"

3'-2"

6'-10"

1'-4"

8'-8"

11'-0"

2'-8"

16'-8"

8" 14'-0" 5'-0" 5'-8"

8" 6'-8" 3'-8" 3'-8" 10'-0" 8"

8"

10'-11"

2'-5"

11'-0"

10'-8

1 2

"

7'-0"

4'-3

1 2

"

4'-4"

20'-0"

8"

8"

21'-8

1 2

"

5'-8"

12'-8"

6'-0"

8"

8" 10'-2" 2'-0" 16'-2" 8" 9'-6" 8"

8"

4'-4"

8"8"

3'-8" 10'-8"

7'-0"

4'-3

1 2

"

4'-4"

20'-0"

8"

8"

18'-8" 8"4" 3'-4"

14'-0"

3'-8"

3

1 2

"

8"

6'-4"

8'-8"

3'-0"

4"

2'-3"

2'-5"

8"

2'-9

1

2

"7'-10

1

2

"

18'-4"10'-2"8"

8"

6'-11

1

2

" 12'-0

1

2

"

5'-2" 4'-4" 6'-0" 4'-0" 8"

4

'

-

6

"

1

0

"

3'-0"

8"

8'-10"4'-4"

CRASH

POLE

10'-4"8"

SIMPSON HTS20CONNECTED TOEACH TRUSS ALONGFRAMED BEARINGWALLS U.N.O

SIMPSON HTS20CONNECTED TOEACH TRUSS ALONGFRAMED BEARINGWALLS U.N.O

30"X30"

ATTIC ACCESS

FIELD LOCATE

30"X30"

ATTIC ACCESS

FIELD LOCATE

1'-4"3'-2"

1'-4" 11'-2" 1'-4"

5'-4"

1'-4"

2'-6"8"2'-4"

14'-0"

8"

19'-0" 5'-2" 14'-4" 8"

5'-4"

1'-4"

6'-0" 13'-10"

8

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, F

L511 SW

PO

RT SAIN

T LU

CIE BLVD

.

PO

RT ST. LU

CIE, FL 34953

P1 10/10/19

P2 10/31/19

JOB NO.

SHEET

Port Orange, Fl


[email protected]

(386) 256-8978

DESCRIPTION

1

2

3

4

5

6

7

8

Port Charlotte, Fl

(941) 275-9931

DATE

CHECKED BY:

DESIGN BY:

REV



SCALE:

OF

TMB

LBB

1/4" = 1'-0"


11/7/19

A2

FLOOR PLAN

3

cdb

Stamp

SIZE SERVICE 200 AMPS

CONDUCTOR SIZE 2/0 CU

METER CAN ONLY

CONST. TYPE RESIDENTIAL

#4 Bare copper

to steel of footer

with one ground

rod 6’ away

200 AMP OVERHEAD

ELECTRIC SERVICE

1. ELECTRICAL CONTRACTOR TO VERIFY SERVICE REQUIREMENTS

2. 200 AMP SERVICE

3. ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY W/

APPLICABLE PROVISIONS OF THE NATIONAL ELEC. CODE, LOCAL

CODES, AND THE LOCAL POWER CO.

4. SMOKE DETECTORS ARE REQUIRED

5. CARBON MONOKIDE DETECTORS AS REQUIRED

6. FIELD VERIFY RECEPTACLE LOCATIONS

7. ALL RECEPTACLES NOT REQ'D. TO BE GFI SHALL BE ARC FAULT

PROTECTED PER NEC 210.12

8. ALL RECEPTACLES TO BE TAMPERPROOF WHERE REQ'D. BY NEC

406.11 ARC-FAULT CIRCUIT INTERRUPTER SHALL BE INSTALLED

IN A READILY ACCESSIBLE LOCATION

9. RECESSED LIGHTING FIXTURES MUST COMPLY WITH FLORIDA

ENERGY CODE 606.1.ABC. 1.2.4, PRODUCT APPROVAL (TOTALY

ENCLOSED)

10. DISHWASHER OUTLET TO BE UNDER SINK FOR ACCESS

11. EXHAUST IN BATHROOMS EXHAUSTED DIRECTLY TO OUTDOORS

12. WIRE FOR GARBAGE DISPOSAL WITH SWITCHED OUTLET

13. KITCHEN OUTLETS TO BE GFI

14. FIELD VERIFY WELL PUMP AND AC EQUIPMENT LOCATIONS

15. ALL LIGHTING FIXTURES, RECEPTACLES AND LIGHT SWITCHES

MUST COMPLY WITH ART. 410 OF NEC

16. W/P GFI OUTLET WITHIN 25' OF AC COMPRESSOR

17. WIRE FOR GARAGE DOOR OPENER

18. ALL SWITCHES WITH DECORA ROCKER

19. WIRE FOR VENTLESS MICROWAVE, OUTLET IN CABINET ABOVE

MUST BE HOME RUN

20. IF NEC, PREWIRE FOR MIN SEWER ALARM BOX OR DOZER SEPTIC

SYSTEM (FIELD VERIFY)

21. ALL SMOKE DETECTORS MUST BE A MINIMUM OF 3' FROM ANY

BATHROOM DOOR

22. ARC FAULT PROTECTION TO BE USED IN ALL BEDROOMS

23. ELECTRICIAN TO SUPPLY ALL SMOKE DETECTORS AND DOOR BELL

CHIMES

24. ALL CHANGES MUST BE DONE IN WRITING BY GROZA BUILDERS,

INC. HOME OWNERS DO NOT HAVE THE RIGHT TO CREATE

CHANGES WITHOUT DOCUMENTS

CRASH

POLE

30"X30"

ATTIC ACCESS

FIELD LOCATE

30"X30"

ATTIC ACCESS

FIELD LOCATE

8

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L

511 SW

PO

RT SAIN

T LU

CIE BLVD

.

PO

RT ST. LU

CIE, FL 34953

P1 10/10/19

P2 10/31/19

JOB NO.

SHEET

Port Orange, Fl


[email protected]

(386) 256-8978

DESCRIPTION

1

2

3

4

5

6

7

8

Port Charlotte, Fl

(941) 275-9931

DATE

CHECKED BY:

DESIGN BY:

REV



SCALE:

OF

TMB

LBB

1/4" = 1'-0"


11/7/19

A3

ELECTRICAL

4

REAR ELEVATION

SCALE:

1

4

'' = 1'-0''

DECORATIVE

STUCCO FIINISH

SHINGLE

ROOF

ROOF VENT ROOF VENT

FLORIDA BUILDING CODE RESIDENTIAL 2017 6TH EDITION

BASIC WIND SPEED: 170 MPH

RISK CATEGORY: II

NOMINAL WIND SPEED (vasd): 132 MPH

FLOOD ZONE: ZONE X

INTERNAL PRESSURE COEFFICEINT: +/-0.18

EXPOSURE CATEGORY: C

STRUCTURAL FORCES:

FLOOR LIVE LOAD: 40 PSF

ROOF LIVE LOAD: 30 PSF

FLOOR DEAD LOAD: 30 PSF

ROOF DEAD LOAD 25 PSF

ROOF SLOPE: 5/12

COMPONENTS AND CLADDING DESIGN PRESSURES

ZONE 1: +23.3/-37.0

ZONE 2: +23.3/-64.4

ZONE 3: +23.3/-95.2

ZONE 4: +40.3/-43.7

ZONE 5: +40.3/-54.0

WINDOWS AND DOOR WIND PRESSURE DESIGN LOADING

WINDOWS: +40.3/-43.7

DOORS: +38.9/-42.3

GARAGE DOOR: +27/-32

MEAN ROOF HEIGHT: 12 FEET

SHINGLE

ROOF

FRONT ELEVATION

SCALE:

1

4

'' = 1'-0''

HARDI SIDING



FLOAT FINISH


FLOAT FINISH

4x8 WOOD

BEAM

4x8 WOOD

BEAM

4x8 WOOD

BEAM

LEFT ELEVATION

SCALE:

1

4

'' = 1'-0''

DECORATIVE

STUCCO FIINISH

RIGHT ELEVATION

SCALE:

1

4

'' = 1'-0''

DECORATIVE

STUCCO FIINISH

SHINGLE

ROOF

ROOF VENT

ROOF VENT

SHINGLE

ROOF

ROOF VENT

ROOF VENT

HARDI SIDING


HARDI SIDING

2'WX3'H BARN DOOR

Z FACE W/ DECO HINGES

3'-0"

2'-0"





+38.5/

-41.9

+27.0/

-30.0

+39.2/

-42.6

+39.2/

-42.6

+39.2/

-42.6

+38.2/

-41.7

+38.2/

-41.7

+39.2/

-42.6

+38.9/

-42.3

+38.2/

-41.7

+39.2/

-42.6

+40.3/

-43.7

8

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302 S

W K

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PO

RT

S

T LU

CIE

, F

L511 SW

PO

RT SAIN

T LU

CIE BLVD

.

PO

RT ST. LU

CIE, FL 34953

P1 10/10/19

P2 10/31/19

JOB NO.

SHEET

Port Orange, Fl


[email protected]

(386) 256-8978

DESCRIPTION

1

2

3

4

5

6

7

8

Port Charlotte, Fl

(941) 275-9931

DATE

CHECKED BY:

DESIGN BY:

REV



SCALE:

OF

TMB

LBB

1/4" = 1'-0"


11/7/19

A4

ELEVATION

5

cdb

Stamp

ROOF SHEETING

ATTACHMENT DETAIL

1. MINIMUM NAIL SIZE = 8d RING SHANK (MIN. 2'' LONG)

2. MINIMUM SCREW SIZE = #8 X 2''

3. MINIMUM SHEATHING THICKNESS 5/8'' CDX PLYWOOD

4. USE NAILS OR SCREWS BASED ON PRESSURE FOR ROOF

STATED IN PERMIT INFO BOX ON THESE PLANS FOR ZONE 3

Hatch Legend

8'-1" A.F.F

C06

C05

C04

C03

C02

C01

A01

A02

B07

B06

B05

H

J

7

H

J

7

EJ7

EJ7

EJ7

CJ1

CJ3

CJ5

CJ1

CJ3

CJ5

EJ7

EJ7

EJ7

CJ1

CJ3

CJ5

CJ1

CJ3

CJ5

EJ7

B04

B04

B04

B04

B04

B04

B03

B02

B01

A11

A10

D02

D01

A09

A08

A07

A06

A05

A04

A03

H

J

6

CJ1

CJ3

CJ5

CJ1

CJ3

CJ5

EJ6

EJ6

EJ61

EJ62

C09

C08

C08

C08

C07

D08

H

J

5

H

J

5

EJ5

CJ1

CJ3

CJ1

CJ3

EJ5

CJ1

CJ3

CJ1

CJ3

EJ5

D07

D06

D05

D04

D03

EJ63

H

J

4

CJ2

CJ41

CJ21

CJ42

EJ4

EJ41

V01

V03

V04

V05

V02

LUS26

LUS26

LUS26

DRYERVENT

ATTIC AHUSTORAGE

2/12 VAULT >>>

<<<2/12 VAULT

<<< 2/12 VAULT

2/12 VAULT >>>

8'-1" CLNG

8'-1" CLNG

8'-1" CLNG

8'-1" TO 8'-9"COFFER (+8" CLNG)

8'-1" BRG WALL

8'-1" BRG WALL

8'-1" TO 8'-9"COFFER (+8" CLNG)

INVERTED CLNG

INVERTED CLNG

INVERTED CLNG

INVERTED CLNG

1'-0"

HEEL HEIGHT

5

TRUSS END DETAIL

PLUMB CUT OVERHANG

12

4-1/2"

TOP OF HEEL @ 10'-1" HELD BACK 1"

72' 0"

6' 8"

30' 4"

10' 0"

25' 0"

72' 0"

20' 0" 6' 0" 13' 10"

39' 10"

25' 4" 14' 6"

39' 10"

4' 4"

10' 2"4' 4"

5' 8"

1' 4"

1' 10 1/2"

11' 0"

7' 0"

16' 0"

14' 0"

21' 8"

28' 2"

5' 10 1/2"

14' 4"

3' 4"

5' 0"

20' 0"

1' 0"

26' 0"

2' 0"

13' 0 1/2"

1-HETA20

1-HETA20

1-HETA20

1-HETA20

1-HETA20

1-HETA20

1-HTS20

1-HTS20

1-HETA20

Max Uplift All uplift 100 lb or less at joint(s) except 2=-395(LC 12),

17=-283(LC 9), 12=-358(LC 13), 9=-355(LC 13

Max Uplift 2=-359(LC 12), 11=-401(LC 13), 19=-526(LC 8


Max Uplift 2=-660(LC 12), 12=-660(LC 13

Max Uplift 2=-642(LC 12), 12=-642(LC 13

Max Uplift 2=-621(LC 12), 11=-621(LC 13

Max Uplift 2=-609(LC 8), 10=-609(LC 9

Max Uplift 2=-638(LC 8), 10=-638(LC 9




Max Uplift 2=-461(LC 12), 15=-443(LC 13

Max Uplift 2=-440(LC 12), 15=-398(LC 13

Max Uplift 6=-385(LC 13), 2=-434(LC 12

Max Uplift 2=-434(LC 12), 6=-434(LC 13

Max Uplift 2=-434(LC 12), 6=-434(LC 13

Max Uplift 2=-434(LC 12), 6=-434(LC 13

Max Uplift 2=-434(LC 12), 6=-434(LC 13

Max Uplift 2=-434(LC 12), 6=-434(LC 13

Max Uplift 2=-434(LC 12), 6=-434(LC 13

Max Uplift 2=-418(LC 12), 7=-418(LC 13

Max Uplift 2=-411(LC 8), 7=-411(LC 9

Max Uplift 2=-999(LC 4), 6=-999(LC 5







Max Uplift 8=-254(LC 13), 2=-307(LC 12

Max Uplift 2=-307(LC 12), 8=-307(LC 13

Max Uplift 2=-307(LC 12), 8=-307(LC 13

Max Uplift 2=-307(LC 12), 8=-307(LC 13

Max Uplift All uplift 100 lb or less at joint(s) 17, 13, 2 except 10=-101(LC 9), 16=-108(LC

12), 18=-184(LC 12),

14=-107(LC 13), 12=-183(LC 13

MMax Uplift 6=-288(LC 12), 2=-268(LC 12

Max Uplift 7=-252(LC 9), 2=-275(LC 12

Max Uplift 6=-261(LC 9), 2=-273(LC 12

Max Uplift 7=-585(LC 5), 2=-331(LC 4

Max Uplift 2=-242(LC 12), 11=-201(LC 13

Max Uplift 6=-195(LC 13), 2=-246(LC 12

Max Uplift All uplift 100 lb or less at joint(s) except 5=-223(LC 13), 2=-202(LC

8), 6=-118(LC 12

Max Uplift 2=-434(LC 8), 6=-438(LC 9

Max Uplift 3=-11(LC 1), 2=-109(LC 8

Max Uplift 3=-66(LC 12), 2=-116(LC 8

Max Uplift 3=-129(LC 12), 2=-122(LC 8

Max Uplift 3=-66(LC 12), 2=-116(LC 8

Max Uplift 3=-11(LC 1), 2=-109(LC 8

Max Uplift 3=-129(LC 12), 2=-122(LC 8

Max Uplift 3=-66(LC 12), 2=-116(LC 8

Max Uplift 3=-11(LC 1), 2=-109(LC 8

Max Uplift 3=-11(LC 1), 2=-109(LC 8

Max Uplift 3=-66(LC 12), 2=-116(LC 8

Max Uplift 3=-129(LC 12),

2=-122(LC 8

Max Uplift 3=-155(LC 12),

2=-127(LC 8

Max Uplift 3=-163(LC 12), 2=-139(LC 12

8

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P1 10/10/19

P2 10/31/19

JOB NO.

SHEET

Port Orange, Fl


[email protected]

(386) 256-8978

DESCRIPTION

1

2

3

4

5

6

7

8

Port Charlotte, Fl

(941) 275-9931

DATE

CHECKED BY:

DESIGN BY:

REV



SCALE:

OF

TMB

LBB

1/4" = 1'-0"


11/7/19

A6

ROOF PLAN

6

cdb

Stamp

FOOTING AT CORNER

CHRISTOPHER D. BEERS, P.E.

FLORIDA LICENSE NO. 64594

5109 Grand Palmetto Way

North Port, Florida 34291-8049

941-628-0635

fax 413-487-9013

[email protected]

BEAM CORNER DETAIL

MASONRY TO FRAME BEARING WALL CONNECTION

1/2'' X 8'' WEDGE ANCHORS @ 32'' O.C.

HURRICANE TIE AT EACH TRUSS

PROVIDE SIMPSON HTS20

GENERAL NOTES:

TRUSS CONNECTOR NOTES:

1. PROVIDE SIMPSON (1)HETA 20 HURRICANE STRAP

AT EACH TRUSS TO TIE-BEAM CONNECTION,

UNLESS NOTED OTHERWISE.

TYPICAL WALL SECTION

WINDOW

8"x8"x16" CONC. BLOCK

WOOD BASE

varies see plan

BLOCK FILLED INJECTED

KNEEWALL DETAIL

FOAM INSULATION R-9

W/ (2) WASHERS & NUTS

TO WALL WITH "F" CHANNEL

USING "T-NAILS" AT 16" O.C. (MIN.

(I.E., 4d ROOFING COIL NAILS)

AND BATTEN WITH O.12" DIAMETER,

1-1/2" LONG, SMOOTH SHANK NAILS

5/8" LENGTH) AND TO FASCIA BOARD

AT 12" O.C.

FLOOR LINE

GRADE SHALL BE

~4" BELOW FINISH

CEMENTIOUS

DECORATIVE

COATING

16"W X 16"H CONC. FOOTING

(OR AS NOTED ON FND. PLAN)

W/(2) #5 BARS CONT.

CONC. STD. 90° HOOK TOP & BOTTOM

MIN. 25" LAP. PROVIDE INSPECTION

1x2 P.T. WD. FURRING

1/2" DRYWALL OVER

PROCTOR MAXIMUM DRY DENSITY

OF 95% OF THE MODIFIED

COMPACTED TO A MINIMUM

FILL MUST BE CLEAN AND

HOLES.

OVERHANG DOES NOT REQUIRE

BATONS IF 12" OR LESS

BE AS DESIGNATED ON PLANS

ALL STRAPS TO TRUSSES SHALL

HURRICANE STRAP @ EA. TRUSS;

ATTACH WITH ROOF NAILS

AT 12" O.C.; STAGGER WITH

ALUMINUM DRIP EDGE

2x4 END RAIL; ATTACH

(2) 12d, FACE NAILED

2x4 TO TRUSSES WITH

ATTACH FASCIA WITH ROOF

ALUMINUM FASCIA OVER

NAILS AT 12" O.C.; STAGGER

VINYL SOFFIT- ATTACH

PREFINISHED PERFORATED

26 GAUGE (MIN.)

DRIP EDGE NAILS

26 GAUGE (MIN.)

FASCIA NAILS

COMPOSITE SHINGLES ON #30 FELT OVER

1/2'' CDX (MIN) - SHEATHING W/8d

THROUGHOUT

RINGSHANK NAILS AT 6" O.C.

5/8" DRYWALL OR

INSULATION R-30

OR PER ENERGY CALC'S

1/2" CD. BOARD CLG.

UNLESS NOTED. FILLED W/ 3000 PSI

FOR LOCATIONS. 1- #5 RE-BAR TYP.

VERTICAL REINFORCING - SEE PLAN

WITH GALV. BEARING PLATES

PRE-ENGINEERED WOOD TRUSSES

INTERMEDIATE BATTENS ARE

IF OVERHANG EXCEEDS 24"

REQUIRED 12" O.C.

SINGLE 8" U-BLOCK WITH (1)

#5 RE-BAR TOP CONTINUOUS

IN EACH U-BLOCK

WELL COMPACTED EARTH

JOINTS, OVER TERMITE TREATED,

BARRIER W/ TAPED & LAPPED

ON A 6 MIL VISQUEEN VAPOR

FIBERMESH OR 6X6X10/10 WWM

4" CONC. SLAB, 3000 PSI, W/

16"

16"

(1) COURSE 9'' BLK

12" OVERHANG

BAFFLE/VENT

EXT. SWING DOOR

ATTACHMENT DETAIL

1X2 P.T. FURRING

1X8 P.T. DOOR BUCK

ATTACHED W/ 1-1/2'' "T" NAILS

@ 4'' FROM EACH END AND

18'' O.C. (SINGLE LEAF) &

12'' O.C. (DBL LEAF)

BRICK MOLDINGS

TYP. STUCCO

1/2'' DRYWALL

FILLED BLOCK 1#5

FOIL

HINGED SWING DOOR

DOOR JAMB ATTACHED W/ 1/4'' X 3-1/2'' TAPCONS

@ 6'' EACH END & 18'' O.C. (SINGLE LEAF) &

12'' O.C. (DBL LEAF)

CASING

1X2 P.T. FURRING

1X2 P.T. FURRING

1X6 P.T. DOOR BUCK


@ 18'' O.C. VERT

DOOR FRAME

ATTACH TO CONC. BLOCK

THROUGH WOOD DOOR

BUCK W/ 3/16'' X 2-3/4'' TAPCONS.

FILL ALL HOLES. 1-1/4'' MIN EMBEDMENT

TYP. STUCCO

S.G.D. ATTACHMENT DETAIL

1/2'' DRYWALL

1X2 P.T. FURRING

1X2 P.T. FURRING

1X4 P.T. WINDOW BUCK


@ 18'' O.C. VERT

WINDOW FRAME

ATTACH TO CONC. BLOCK

THROUGH WOOD WINDOW

BUCK W/ 3/16'' X 2-3/4'' TAPCONS.

FILL ALL HOLES. 1-1/4'' MIN EMBEDMENT

TYP. STUCCO

WINDOW ATTACHMENT DETAIL

1/2'' DRYWALL

CONCRETE FOOTER

2X BLOCKING

AS REQUIRED

BY FLORIDA

BUILDING CODE

RESIDENTIAL

STUD ALONG BLOCK

WALL TO BE P.T.

TAPCON SCREWS #10 X 3''

@ 16'' O.C. OR 1/2'' DIM. X

5-1/2'' LG. REDHEADS W/

2'' DIM. X 1/8'' WASHER

STRAP DBL TOP PLATE TO

EA. STUD USING SIMPSON SP

STRAPS. ADJUST THE STRAP SIZE

TO MATCH STUD WIDTH.

2X STUDS

SEE WALL SECTIONS

FOR APPLICABLE WIDTHS

AND STUD SPACING

CONTRACTOR TO FILL LAST

CELL SOLID WITH CONCRETE AND

(1) #5 BAR VERT. FOR FRAME WALL

ATTACHMENT

BEAM - SEE TYPICAL SECTION

AT BLOCK WALL

NO

MIN

AL

8"X 16" C.M.U. DETAIL

CONCRETE FILLED CELL

8"x16" CMU

NOMINAL

VERTICAL #5

REBAR (TYP.)

16"

8"

ACCOMMODATE BRACKETS. ATTACH

USE 2x8 PRESSURE TREATED WOOD BUCK

GARAGE DOOR SPRING BUCK INSTALLATION

2X6 BLOCKING FOR

LENGTH OF 4"

INTO CMU; MIN.

THRU 2X BLOCK

1/4" TAPCON

WITH 3" WASHERS STARTING AT 8" FROM EACH END

INSTALLATION DETAIL

TYPICAL GARAGE DOOR BUCK AND VERTICAL TRACK

USE 2x6 PRESSURE TREATED WOOD BUCKS ATTACHED

GARAGE DOOR BUCK INSTALLATION

GARAGE OVERHEAD DOOR CONNECTION

ONE 1/2" x 1-5/8" LAG

SCREW PER TRACK BRACKET

2x6 P.T. S.Y.P. BUCK

AS PER MANUFACTURER

12 GA. GALV. STEEL VERTICAL TRACK

WEDGE ANCHOR

N.T.S.

JAMB

TWO (MIN.)

MOUNTING

SPRING

BRACKET FOR

BRACKETS

BRACKET FOR

MOUNTING

GLIDE ROD

2x6 PT with 1/2” x 7” wedge anchors with square washers

AND SPACED NO MORE THAN 32" o.c.

WITH A MINIMUM OF FOUR 1/2" ø WEDGE ANCHORS

OF SUFFICIENT HEIGHT TO

CONCRETE NAILS AT 4" O.C.

WOOD BEAM TO

CBS WALL ATTACHMENT

CBS WALL

(4) SIMPSON STRAP

LSTA15 FASTENED W/

(12) 10d NAILS EACH

DBL 2'' X 12'' WOOD BEAM

4''X4'' WOOD

POST CENTERED

ON CBS WALL

POST CONNECTED TO CBS

WALL W/ SIMPSON ABU44

FASTENED W/ 1/2'' X 6'' TITEN HD

AND (12) 6d NAILS INTO POST

SIMPSON SP4 OR SP1

OR USP TP4X FROM

STUD TO BOT. PLATE

1/2"x8' WEDGE ANCHOR

AT 32" O.C.

8" CMU WALL

LINTEL

2x4 P.T.

CLIP EACH TRUSS

(SEE FLOOR PLAN FOR TYPE)

FRAME OUT TO

BLOCK EDGE

STUD ANCHORING:

STUD TO TOP PLATE,

SIMPSON SP4 OR SP2

2x4 SYP @ 16" O.C. TO 48" HIGH

2x6 SYP @16" O.C. 48" TO

72" IN HEIGHT

COMMONS @ 6" ON

EDGES & 12" IN

FIELD

7/16" OSB W/8d

ENTRY CMU COLUMN/HEADER

FOR BEAM SPEC.

SIMPSON HETA18

EACH END OF

EACH BEAM

SEE FLOOR PLAN

CONTINUOUS BOTTOM CHORD BRACING

CROSS BRACING DETAIL (TYP.)

2x4 MINIMUM

PER JOINT

(3) 12d NAILS

(SEE PLAN FOR

CROSS BRACING

MINIMUM 2x4

LOCATIONS)

10d AT 4" O.C. BOTH SIDES

HEADER AT RAISED ENTRY/CMU WALL

TYPICAL BLOCK

USE (2) SIMPSON MSTAM24

WITH (9) 10d AND (5)

1/4"x2-1/4" TITENS

ALTERNATE HOLDOWN:

WALL

TIE BEAM

W/(10) 16d EACH TO

POST

(2) SIMPSON HETA18's

BUILT-UP 2x4's OR

4x4 POST

BEAM - SEE FLOOR

PLAN FOR SPECS

OF 2x4 TO BEAM

SUPPORT COLUMN

(4) 10d EACH SIDE

R703.4 Flashing.

Approved corrosion-resistant flashing shall be applied shingle-fashion in a manner to prevent entry of water

into the wall cavity or penetration of water to the building structural framing components. Self-adhered

membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at

the juncture with the building wall with a sealant complying with AAMA 800 or ASTM C 920 Class 25 Grade

NS or greater for proper joint expansion and contraction, ASTM C 1281, AAMA 812, or other approved

standard as appropriate for the type of sealant. The flashing shall extend to the surface of the exterior wall

finish. Approved corrosion-resistant flashings must be installed. Sher-Crete flexible concrete waterproofer or

equal.

5/8 " thick stucco(horizontal application)and 7/8" thick stucco (vertical application)3/8" hi-rip lath wood framing with nails orstaples to provide no less than 1-3/4”penetration into horizontal wood framingand 3/4” penetration into vertical woodframing members

8

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302 S

W K

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PO

RT

S

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CIE

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L511 SW

PO

RT SAIN

T LU

CIE BLVD

.

PO

RT ST. LU

CIE, FL 34953

P1 10/10/19

P2 10/31/19

JOB NO.

SHEET

Port Orange, Fl


[email protected]

(386) 256-8978

DESCRIPTION

1

2

3

4

5

6

7

8

Port Charlotte, Fl

(941) 275-9931

DATE

CHECKED BY:

DESIGN BY:

REV



SCALE:

OF

TMB

LBB

Custom


11/7/19

S1

STRUCTURAL

9

cdb

Stamp

CHRISTOPHER D. BEERS, P.E.

FLORIDA LICENSE NO. 64594

941-628-0635

fax 413-487-9013

[email protected]

NOTE: NON BEARING WALL DETAIL IS IN

ACCORDANCE WITH 602.2 OF THE

FLORIDA BUILDING CODE 6TH EDITION

CONCRETE FOOTER

2X BLOCKING

AS REQUIRED

BY FLORIDA

BUILDING CODE

RESIDENTIAL

2X4 STUDS

SEE WALL SECTIONS

FOR APPLICABLE WIDTHS

AND STUD SPACING

@ 24" O.C.

NON- BEARING WALL CONNECTION

PRE-MANUFACTURED

TRUSSES

FRAME BRG. WALL W/ OPENING

(2)2x12 HEADER OR AS

NOTED ON THE PLANS

TYPICAL CONNECTOR DETAIL

CONCRETE FOUNDATION

AS NOTED ON PLANS

(1) SIMPSON "SPH4"

PER STUD. NOTE: (2)

JACK STUDS & (1)

KING STUD (MIN)

1/2" Ø WEDGE ANCHORS, 8"

DEPTH WITHIN 6" OF STUDS; & 32'' O.C.

FOR REMAINING WALL

W/3" HOOK AND 3" Ø

WASHERS. NOTE: ALTERNATIVE

HOLDDOWN IS SIMPSON "HTT4"

ATTACHED TO STUDS.

(2) SIMPSON "LSTA21"

STRAPS PER SIDE PER

HEADER

CONNECT TRUSSES TO LOAD BEAR

WALL AS NOTED ON THE PLANS.

NOTE:

BEARING WALLS THAT GO

INTO BLOCK WALLS ATTACH

WITH WEDGE ANCHORS 32'' O.C.

VERTICALLY UP WALL

2X12 HEADER NOTE:

(2)2X12 TO SANDWICH

(1) 1/2" PLYWOOD W/

(2) ROWS OF 3" NAILS @

6" O.C.

5/8 " thick stucco(horizontal application)and 7/8" thick stucco (vertical application)3/8" hi-rip lath wood framing with nails orstaples to provide no less than 1-3/4”penetration into horizontal wood framingand 3/4” penetration into vertical woodframing members

5109 Grand Palmetto Way

North Port, Florida 34291-8049

BEAM PER PLAN

FOOTER PER PLAN

8'-0"

13'-10"

1'-4" 11'-2" 1'-4"

FRONT PORCH DETAIL

BEAM PER PLAN

FOOTER PER PLAN

10'-0"

9'-4"

1'-4" 6-0" 2'-0"

ENTRY DETAIL

CONVENTIONAL GABLE END CONNECTION DETAIL

BRACING - DO NOT TOE NAIL

H4 CONNECTOR AT ALL ENDS OF CROSS

USE USP HCLH (or L) OR SIMPSON

2x4 "T-BACK" BRACING

AT VERTICALS TALLER

12" OVERHANG) OTHERWISE TOE NAIL W/TWO 10d NAILS

2x4 BLOCKS @ 16" O.C. FASTEN TO LO0KOUT W/TWO

10d NAILS AND CLIP WITH HCLH OR H4 (IF MORE THAN

10d NAILS @ 6" O.C.

8'-0" BETWEEN TRUSS

2x4 BLOCKING @ 48"o.c.

FROM GABLE END BACK

1/2"ø x 8" ANCHOR BOLT AT

3/16"ø TAPCONS WITH 1" MINIMUM

3' O.C. w/ 2"ø WASHERS, OR,

2x6 P.T. (MIN.) ATTACH TO BEAM W/

THAN 48", FASTEN W/

GABLE END TRUSS

10d NAILS @ 6" O.C.

INTO 2x6 PLATE

TOP CONTINUOUS

WITH (1) #5 RE-BAR

8" U-BLOCK WITH

SEE PLAN

VERT. REINF.

EMBEDMENT AT 12" O.C.

8" CMU WALL

6" EMBEDMENT

BOTTOM CHORDS.

UP TO 2' O.H.

POINT REGARDLESS OF HEIGHT

2x4 LOOKOUTS

24" O.C. (TYP.)

EXTEND BACK 3 BAYS

HEIGHT IS 3' OR MORE;

AND AT QUARTER POINTS IF

"X" BRACING (2x4) @ MID

TO GABLE TOP CHORD

1/2" DRYWALL

H4 CONNECTOR AT ALL ENDS OF CROSS

USE USP HCLH (or L) OR SIMPSON

BRACING - DO NOT TOE NAIL

TEXTURED CEMENT FINISH

ON METAL LATH & FELT

OR TYVEK & 1/2" PLYWOOD

W/ NAIL PRO 2x.075 @ 6" O.C.

SEE ELEVATION

PER ASTM C1063

HARDI SIDING OR

8

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L511 SW

PO

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CIE BLVD

.

PO

RT ST. LU

CIE, FL 34953

P1 10/10/19

P2 10/31/19

JOB NO.

SHEET

Port Orange, Fl


[email protected]

(386) 256-8978

DESCRIPTION

1

2

3

4

5

6

7

8

Port Charlotte, Fl

(941) 275-9931

DATE

CHECKED BY:

DESIGN BY:

REV



SCALE:

OF

TMB

LBB

1/4" = 1'-0"


11/7/19

S2

STRUCTURAL

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a custom model for · groza builders, inc. buttonwood kw gbi buttonwood keywest spec 302 sw kane...

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