1761 Sea Oats Dr - Permit RESA18-0008 Dwgs)er
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LOT 7 BLOCK 15
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EXISTING
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DWELLINP
SHE I
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00°08' 20" E. 22.87 (P) (M)
SEA OATS DRIVE
SITE PLAN
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NEW ROOM ADDITION PLAN
LAYOUT
A101
PK
2 Scope Of Work
A107 - take of f East Ext, wall of Master Bath (existing Master Bedroom
& Bathroom 280 sq,f t,)
4cr - add new 20'X18'= 360 sq,ft, to the Bath and Closet area 18'x20"=
0 45sm6" �T } 360 sq,f t, air conditioned area
�` 3'-3 - net air conditioned area added = 360 sq,f t. new,
- total new air conditioned house area (existing + new)
KS -If -If "_F"'se` "'s"
107 Existing=1693 + new=360 Total = 2053 heated area
4'-01N" -ao
F total existing unheated area=495 sq,f t(garage)+32 sq,f t,
(covered area), + (existing heated) 1693 sqf t= total existing 2220
4•-66N6" 4'-0".',3'--.1"•.-: 7'-5114"b
b 6 A,,, sq.ft , (Existing + New heated and unheated) = 2220 sq,f t, + 360
N T_612"'- `' d sq,f t), = Total 2580 sq,f t
'` - 3.,6. 4•_t /3H6' o it
- lot area 13338 sq,f t
':--5, - lot coverage 2580 sq, -Ft, 19% ok allowable
Make All Exterior Brick With Lap Siding Gable
b JNORY. _ - 1/16'. i In
b
7-f -213/16" ;� �+.. v .-
Addition -- Addition -
o
(r-1115/76" 6'-101J2"� -25iW
---- __.___..._-..-..AAAAAAAA-AAAA-• AAAA-- ---------._ _.__-.___..... -01nT ,
_ _..._... .....-.._.................. _ _-. __
R E*S" W/
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ip
a a ' 46 -6"
-
i
Existing Master
Bedroom - - -- - 6'_c"
_--
6" EXISTING HOUSE
NEW ROOM ADDITION * P MO *"LOD
ELECTRICAL PLAN
NEW ROOM ADDITION PLAN
Electrical and Lighting Schedule
L-1- Door Sensor
L-2- 4" Recessed Can
L -2A -Hanging Light
L-3- Adjustable Recessed Can
L-4- Under Cabinet Lighting
j L-5- Sensor Light by Door Openin
L-6- Light / Exhaust
L-7- 4" Recessed Light in Shower
L-8- 4" Recessed Can
S-1- Door Sensor/ Switch
S-2- Circulation Area Switch
S-3- Vanity Area Switch
S-4- Under Cabinet Switch
S-5- Laundry Area Switch
S-6- Exhaust/ Light Switch
S-7- Shower Light Switch
S-8- Door Sensor/ Switch
Electrical Legend
♦ 1 110 VD Duplex Plug
♦ 240 V plug
® Telephone Jack
Ground Fault Interrup'
Single Pote Switch
2 Way Switch
Vanity Light
O Recessed Can light
Fan W/ Light
Exhaust Fan /Light
Q Exterior Light
EXTERIOR FLOOD LIGHT
UNDER CABINETLIGHT
aDDlicalole codes
1 -APPLICABLE CODE FBC 2014 , 5th eddition
2 -Florida Plumbing Code 2014, 5th eddition-�
3 -National Electrical Code 2011 —
4--Ftorida Mechanical Code 2014, 5th eddition
5 -Florida Fire Prevention Code 2014 , 5th eddition
CODE SUMMARY
1 -APPLICABLE CODE FBC 2014, 5th eddition
2 -DESIGN WIND SPEED 130 MPH
3 -WIND IMPORTANT FACTOR IS 1.00 APPLIED
4 -BUILDING EXPOSURE IS B
5 -BUILDING CATEGORYcjq)sed area 354 sgft
6 -Occupancy Type Residential- Groop R3
7- Internal pressure -factor +18
8- cladding and components pressure is,
roof pressure 1s +17.8 , -50.66 psf
a=3' wall pressure is zone 4: + 30.4 , -33.0 psf
zone 51 + 30.4 , -40.7 psf
existing / new wall legend
EXISTING 4' WOOD BEARING WALL (TO STAY)
NEW INTERI❑R 4' WOOD N❑N-BEARING WALL W/ BRICK
IlI� NEW 4' WOOD BEARING WALL W/ BRICK
TO MATCH EXISTING
NOTES/ SCHEDULES/ NOTES
GENERAL NATES
V
a
CHECKED B
APPROVED B
REVISI❑N Date
HOWELL
CONSTRUCTION
AND DESIGN
PROJECT NAME AND ADRESS
Todd Wells and Etta
Ettlinger
1761 Sea Oats Drive
Attantic Beach, FL
32233
PROJECT SHEET NO,
ROOM ADDITION
DATE A-103
FEB, 15, 2018
SCALE
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LOT 7 BLOCK 1
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2 Northeast View
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ADnITION!--
EXI
LOT 7 BLOCK 1
t
3 Southeast View
:4
Howell Construction
4
Elevations
Mr_ and Mr. and Mrs.1
-1'161 Sea Oats Chive
Atlantic Beach. Florida
Todd and Etta
sea Oats
i _ a
SITE PLAN
Project number Project Number
f
Date FEB 15, 2018
Dtawn by MGH
Ct)ecked try KYU.
' s
I
Al 06
i00
Scale 1 „ 10'-0" o
F1
t
3 Southeast View
:4
Howell Construction
4
Elevations
Mr_ and Mr. and Mrs.1
-1'161 Sea Oats Chive
Atlantic Beach. Florida
Todd and Etta
sea Oats
i _ a
SITE PLAN
Project number Project Number
f
Date FEB 15, 2018
Dtawn by MGH
Ct)ecked try KYU.
' s
I
Al 06
i00
Scale 1 „ 10'-0" o
EXISTIN
:ing
TER
fV
O
BRICK
.0
SE
NTS
NEW ROOM F❑UNDATI❑❑N AND FOOTERS
SCALE 1/4" = 1'
design criteria:
design code f lorida building code 2017
design live (oad goof =20 psf
design dead load: 15 psf
design specif ication
*SOIL:
- MIN. ALLOWABLE SOIL BEARING CAPACITY= 2000 PSF
- THE FILL BELOW THE FOUNDATION SHOULD BE FREE OF DEBRIS ,
ORGANIC MATERIALOR ANY DELETRIOUS MATERIAL.
- SOIL SHOULD MUST BE COMPACTED TO 95% MODIFIED PROCTOR
*CONCRETE:
- CAST -IN-PLACE CONCRETE : SHOULD HAVE A COMPRESSIVE
STRENGTH OF 3000 PSI AT 28 DAYS.
- concrete should be nixed w/f iber mesh
xreloar
- rebar f y = 60 K
METHOD OF C❑NSTRUCTI❑N
The Construction of this job shah be
in compliance with the Florida Building
Code 2017 6th Edition
Existing Building Chapter 11 (Additions)
2"X4" STUD WA L SHE
d d
d 1/2" bol w3/1,5'rein washer o
d.0
0'x16' CONT, concrete r;
footer 3000 psi W/ 4" C❑NCSLAB co
SEA OATS DRIVE
SITE
SCALE 1/16" = 1'
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REVISION
BP# Resf-! -ted
DATE L( / c?cl 12,0jS
SIGNED
APR 1 6 2018
PDC
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SIGNER
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3- 45 REBAR
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SEA OATS DRIVE
SITE
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REVISION
BP# Resf-! -ted
DATE L( / c?cl 12,0jS
SIGNED
APR 1 6 2018
PDC
ENCI-INEER�
SIGNER
�-P—t A N N E R S
DRAWING BY
KY
DESIGN BY
KAMAL YAZJI,PE
243 N ARLINGTON RD
SUITE lA
JAX- FL 32211
904-465-3215
(7RevisionDate
3/14/18
vision 4
SCALE
1/4"=1'-0"
PROJECT
ROOM ADDITI❑N
FOR
Todd and Etta Wells
761 Sea Oats Drive
Atlantic Beach, EL
S-1
EOUDATIOI, /E❑❑TING
PL=AN
Revision 4
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DRAWING BY
KY
DESIGN BY
KAMAL YAZJI,PE
243 N ARLINGTON RD
SUITE lA
JAX- FL 32211
904-465-3215
(7RevisionDate
3/14/18
vision 4
SCALE
1/4"=1'-0"
PROJECT
ROOM ADDITI❑N
FOR
Todd and Etta Wells
761 Sea Oats Drive
Atlantic Beach, EL
S-1
EOUDATIOI, /E❑❑TING
PL=AN
Revision 4
20'-0"
NEW ROOM ADDITION PLAN
LAYOUT
'••
NEW ROOM ADDITION
ELECTRICAL PLAN
0
UsUng Wall
Existi g M
Bedroom
Scope of Work:
take of f East Ext, wall of Master Bath (existing Master Bedroom
& Bathroom 280 sq,f t,)
add new 20'X18'= 360 sq,f t, to the Bath and Closet area 18'x20"=
360 sq,f t, air conditioned area
- net air conditioned area added = 360 sq,f t new,
- total new air conditioned house area (existing + new)
Existing=1693 + new=360 Total = 2053 heated area
total existing unheated area=495 sq,ft(garage)+32 sq,ft,
(covered area), + (existing heated) 1693 sgft= total existing 2220
0
a A,o, sq, -Ft,, (Existing + New heated and unheated) = 2220 sq,f t, + 360
a N sq,f t), = Total 2580 sq,f t
lot area 13338 sq,f t
b - lot coverage 2580 sq,f t, 19% ok allowable
- Make All Exterior Brick With Lap Siding Gable
C onsiruck i an ype,
Ition V
M a �
� 1 pf,
v, 46-6"
r
EXISTING HOUSE
NEW ROOM ADDITION PLAN
Electrical and Lighting Schedule
L-1- Door Sensor
L-2- 4" Recessed Can
L -2A -Hanging Light
L-3- Adjustable Recessed Can
L-4- Under Cabinet Lighting
L-5- Sensor Light by Door Openin
L-6- Light / Exhaust
L-7- 4" Recessed Light in Shower
L-8- 4" Recessed Can
S-1- Door Sensor/ Switch
S-2- Circulation Area Switch
S-3- Vanity Area Switch
S-4- Under Cabinet Switch
rMOSI
S-6- Exhaust/ Light Switch
S-7- Shower Light Switch
8FA CLOSET.'' MIN�
Electrical Legend
IP
Iii
i
i
*
jl
� Lf�;SI
®
Telephone Jack
j
' • d o —��
I
Single Pole Switch
2 Way Switch
I
Ij
I
Q
Recessed Can light
IT—
Fan W/ Light
F0_1
Exhaust Fan /Light
Exterior Light
mill
Now
EXTERIOR FLOOD LIGHT
W.".
mom
UsUng Wall
Existi g M
Bedroom
Scope of Work:
take of f East Ext, wall of Master Bath (existing Master Bedroom
& Bathroom 280 sq,f t,)
add new 20'X18'= 360 sq,f t, to the Bath and Closet area 18'x20"=
360 sq,f t, air conditioned area
- net air conditioned area added = 360 sq,f t new,
- total new air conditioned house area (existing + new)
Existing=1693 + new=360 Total = 2053 heated area
total existing unheated area=495 sq,ft(garage)+32 sq,ft,
(covered area), + (existing heated) 1693 sgft= total existing 2220
0
a A,o, sq, -Ft,, (Existing + New heated and unheated) = 2220 sq,f t, + 360
a N sq,f t), = Total 2580 sq,f t
lot area 13338 sq,f t
b - lot coverage 2580 sq,f t, 19% ok allowable
- Make All Exterior Brick With Lap Siding Gable
C onsiruck i an ype,
Ition V
M a �
� 1 pf,
v, 46-6"
r
EXISTING HOUSE
NEW ROOM ADDITION PLAN
Electrical and Lighting Schedule
L-1- Door Sensor
L-2- 4" Recessed Can
L -2A -Hanging Light
L-3- Adjustable Recessed Can
L-4- Under Cabinet Lighting
L-5- Sensor Light by Door Openin
L-6- Light / Exhaust
L-7- 4" Recessed Light in Shower
L-8- 4" Recessed Can
S-1- Door Sensor/ Switch
S-2- Circulation Area Switch
S-3- Vanity Area Switch
S-4- Under Cabinet Switch
S-5- Laundry Area Switch
S-6- Exhaust/ Light Switch
S-7- Shower Light Switch
S-8- Door Sensor/ Switch
Electrical Legend
IP
110 VD Duplex Plug
*
240 V plug
®
Telephone Jack
Ground Fault Interrupt
Single Pole Switch
2 Way Switch
®
Vanity Light
Q
Recessed Can light
IT—
Fan W/ Light
F0_1
Exhaust Fan /Light
Exterior Light
EXTERIOR FLOOD LIGHT
UNDER CABINETLIGHT
o.r)olicable codes I
1 -APPLICABLE CODE FBC 2017 , 6th eddition
2 -Florida Plumbing Code 2017, 6th eddition
3 -National Electrical Code 2014
4 -Florida Mechanical Code 2017, 6th eddition
CODE SUMMARY
1 -APPLICABLE CODE FBC 2017, 6th eddition
2 -DESIGN WIND SPEED 130 MPH
3 -WIND IMPORTANT FACTOR IS 1.00 APPLIED
4 -BUILDING EXPOSURE IS B
5 -BUILDING CATEGORY ctgsed area 354 sgft
6 -Occupancy Type Residential- Groop R3
7- Internal pressure factor +18
8- cladding and components pressure isl
roof pressure Is +17,8 , -50.66 psf
a=3' wall pressure Is zone 41 + 30.4 , -33.0 psf
zone 5 + 30.4 , -40.7 psf
existing / new wall legend
EXISTING 4' WOOD BEARING WALL (T❑ STAY)
NEW INTERI❑R 4' WOOD N❑N-BEARING WALL W/ BRICK
NEW 4' WOOD BEARING WALL W/ BRICK
TO MATCH EXISTING
NOTES/ SCHEDULES/ NOTES
OFFICE COPY
REVISION
BP# ly-000
ATE l ay l90
SIGNED I'n
GENERAL NOTES
� J
L�
CHECKED B
APPROVED B
REVISION Date
HOWELL
C❑NSTRUCTIDN
AND DESIGN
PROJECT NAME AND ADRESS
Todd Wells and Etta
Ettlinger
1761 Sea Oats Drive
Atlantic Beach, EL
32233
PROJECT SHEET NO,
R❑OM ADDITION
DATE A-103
FEB, 15, 2018
SCALE
4 —
CV
M
L
i
12'-
NJ
2'-N
4/40. 49)
•
2
A111
46'-6"
EXISTING
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IN
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!•!•!�ADDITION
EXISTING
LOT 7 BLOCK 15
3
COMMVN�
�y DEVEMEN
`Op1
p�, VOv eD
Mr. and Mr. and Mrs.Todd Wells
1761 Sea Oats Drive
Atlantic Beach, Florida
Todd and Etta
Sea Oats
SITE PLAN
Project number Project Number
Date FEB 15, 2018
Drawn by MGH
Checked by KY
Al 06
Scale 1 if = 10'-0"
NN
N
O
co
O
N
N
co
5—
A107
1 Section 1
AMB _ Al An
2
21'-0"
8'-65/16" 3'-0" 8'-E
0'- 11 15/ 16"
9' - 10 1/2"
7' - 2 5/8"
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COMMUNITY DEVELOPMENT
APPROVED
Howell Construction
Elevations
Mr. and Mrs.Todd Wells
1761 Sea Oats Drive
Atlantic Beach. Florida
Todd and Etta
Sea Oats
New Room Addition
Project number Project Number
Date FEB 15, 2018
Drawn by Author
-
Checked by Checker
A 112
Scale 1/2" = 1'-0
2
a_
one
M.
NEW ROOM ADDITION PLAN
LAYOUT
0=0
NEW ROOM ADDITION
ELECTRICAL PLAN
b
b
III I I � I 111',L
Existi g Ma er
Bed r om /11
EXISTING HOUSE
NEW ROOM ADDITION PLAN
Electrical and Lighting Schedule
L-1- Door Sensor
L-2- 4" Recessed Can
L -2A -Hanging Light
L-3- Adjustable Recessed Can
L-4- Under Cabinet Lighting
l L-5- Sensor Light by Door Openir
L-6- Light / Exhaust
L-7- 4" Recessed Light in Shower
L-8- 4" Recessed Can
S-1- Door Sensor/ Switch
S-2- Circulation Area Switch
S-3- Vanity Area Switch
S-4- Under Cabinet Switch
S-5- Laundry Area Switch
S-6- Exhaust/ Light Switch
S-7- Shower Light Switch
S-8- Door Sensor/ Switch
Electrical Legend
110 VD Duplex Plug
240 V plug
® Telephone Jack
Ground Fault Interrupt
Single Pole Switch
2 Way Switch
® Vanity Light
o Recessed Can tight
Fan W/ Light
Exhaust Fan /Light
Exterior Light
EXTERIOR FLOOD LIGHT
UNDER CABINETLIGHT
ion
Scope o- Work;
take off East Ext, wall of Master Bath (existing Master Bedroom
& Bathroom 280 sq,f t,)
add new 20'X18'= 360 sq,f t to the Bath and Closet area 18'x20"=
360 sq,f t, air conditioned area
- net air conditioned area added = 360 sq,f t. new,
- total new air conditioned house area (existing + new)
Existing=1693 + new=360 Total = 2053 heated area
total existing unheated area=495 sq,f t(garage)+32 sq,f t,
(covered area), + (existing heated) 1693 sqf t= total existing 2220
sq,f t„ (Existing + New heated and unheated) = 2220 sq,f t, + 360
sq,f t), = Total 2580 sq,f t
lot area 13338 sq,f t
- lot coverage 2580 sq. -Pt. 19% ok allowable
- Make Al[ Exterior Brick With Lap Siding Gable
46' - 6"
40' - 8" 6_0..
o.nDlicable codes
1 -APPLICABLE CODE FBC 2014 , 5th eddition
2 -Florida Ptumioing Code 2014, 5th eddition
3 -National Electrical Code 2011
4 -Florida Mechanical Code 2014, 5th eddition
5-Ftorida Fire Prevention Code 2014 , 5th eddition
CODE SUMMARY
1 -APPLICABLE CODE FBC 2014, 5th eddition
2 -DESIGN WIND SPEED 130 MPH
3 -WIND IMPORTANT FACTOR IS 1,00 APPLIED
4 -BUILDING EXPOSURE IS B
5 -BUILDING CATEGORYcI�Psed area 354 sgft
6 -Occupancy Type Residential- Groop R3
7- Internal pressure factor +18
8- cladding and components pressure isl
roof pressure Is +172 , -50.66 psf
a=3' wall pressure Is zone 41 + 30.4 , -33.0 psf
zone 51 + 30.4 , -40.7 psf
existing / new wall legend
EXISTING 4' WOOD BEARING WALL CT❑ STAY)
NEW INTERI❑R 4' WOOD N❑N-BEARING WALL W/ BRICK
NEW 4' WOOD BEARING WALL W/ BRICK
TO MATCH EXISTING
NOTES/ SCHEDULES/ NOTES
COMMUNITY DEVELOPMENT
APpRpVED
I
GENERA�LN OTES
V J
\L
L�
L�
CHECKED B
APPROVED B
REVISION Date
Mimi I
Iii
I
III
man
II
■-,'i
T
�
NMI
�u
_
I
III I I � I 111',L
Existi g Ma er
Bed r om /11
EXISTING HOUSE
NEW ROOM ADDITION PLAN
Electrical and Lighting Schedule
L-1- Door Sensor
L-2- 4" Recessed Can
L -2A -Hanging Light
L-3- Adjustable Recessed Can
L-4- Under Cabinet Lighting
l L-5- Sensor Light by Door Openir
L-6- Light / Exhaust
L-7- 4" Recessed Light in Shower
L-8- 4" Recessed Can
S-1- Door Sensor/ Switch
S-2- Circulation Area Switch
S-3- Vanity Area Switch
S-4- Under Cabinet Switch
S-5- Laundry Area Switch
S-6- Exhaust/ Light Switch
S-7- Shower Light Switch
S-8- Door Sensor/ Switch
Electrical Legend
110 VD Duplex Plug
240 V plug
® Telephone Jack
Ground Fault Interrupt
Single Pole Switch
2 Way Switch
® Vanity Light
o Recessed Can tight
Fan W/ Light
Exhaust Fan /Light
Exterior Light
EXTERIOR FLOOD LIGHT
UNDER CABINETLIGHT
ion
Scope o- Work;
take off East Ext, wall of Master Bath (existing Master Bedroom
& Bathroom 280 sq,f t,)
add new 20'X18'= 360 sq,f t to the Bath and Closet area 18'x20"=
360 sq,f t, air conditioned area
- net air conditioned area added = 360 sq,f t. new,
- total new air conditioned house area (existing + new)
Existing=1693 + new=360 Total = 2053 heated area
total existing unheated area=495 sq,f t(garage)+32 sq,f t,
(covered area), + (existing heated) 1693 sqf t= total existing 2220
sq,f t„ (Existing + New heated and unheated) = 2220 sq,f t, + 360
sq,f t), = Total 2580 sq,f t
lot area 13338 sq,f t
- lot coverage 2580 sq. -Pt. 19% ok allowable
- Make Al[ Exterior Brick With Lap Siding Gable
46' - 6"
40' - 8" 6_0..
o.nDlicable codes
1 -APPLICABLE CODE FBC 2014 , 5th eddition
2 -Florida Ptumioing Code 2014, 5th eddition
3 -National Electrical Code 2011
4 -Florida Mechanical Code 2014, 5th eddition
5-Ftorida Fire Prevention Code 2014 , 5th eddition
CODE SUMMARY
1 -APPLICABLE CODE FBC 2014, 5th eddition
2 -DESIGN WIND SPEED 130 MPH
3 -WIND IMPORTANT FACTOR IS 1,00 APPLIED
4 -BUILDING EXPOSURE IS B
5 -BUILDING CATEGORYcI�Psed area 354 sgft
6 -Occupancy Type Residential- Groop R3
7- Internal pressure factor +18
8- cladding and components pressure isl
roof pressure Is +172 , -50.66 psf
a=3' wall pressure Is zone 41 + 30.4 , -33.0 psf
zone 51 + 30.4 , -40.7 psf
existing / new wall legend
EXISTING 4' WOOD BEARING WALL CT❑ STAY)
NEW INTERI❑R 4' WOOD N❑N-BEARING WALL W/ BRICK
NEW 4' WOOD BEARING WALL W/ BRICK
TO MATCH EXISTING
NOTES/ SCHEDULES/ NOTES
COMMUNITY DEVELOPMENT
APpRpVED
I
GENERA�LN OTES
V J
\L
L�
L�
CHECKED B
APPROVED B
REVISION Date
H❑WELL
C❑NSTRUCTION
AND DESIGN
PROJECT NAME AND ADRESS
Todd Wells and Etta
Ettlinger
1761 Sea Oats Drive
Atlantic Beach, FL
32233
r
PROJECT SHEET NO.
OOM ADDITION
DATE A -10 3
FED, 151 2018
SCALE
4 —
East Back - aDDITION
J
1/411 = 1'-0"
PROPOSE
NEW ROC
ADDITIOI
MATCH
EXISTING
BRICK
FOL
_ ROOF P -AK
14
DUTCI•, v 0"
_ _R OF
12 - 0"
ATCH
IRTINC,
a el 2 -
81-011
Le el 1
01-0"
BLE
SOF
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0"
MATCH
EXISTINC<
ASPHALT_
SHINGLEF .
MATC1
EXISTIN
BRICK
2
MATCH �
EXISTING MATC
BRICK EXISTI
BRIC
MATCH
EXISTING
ASPHALT
SHINGLE
MATCH
EXISTING
BRICK
1
A107
4
A107
NEW ROOM
ADDITION
ONorth Left ,ADDITION
1/4 = 1 0
•,r• • . 1
1
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West Front -ADDITION ® South Right - ADDITION
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1/411 = 1'-0" 1/411 = 1'-0"
C
OMMUO ®EVELOPMENT ppRoVED
JTCH GABLE
ROOF
12'-0"
ROOF PEAK
Level 2 �
8'-0"
Level 1
0'-0"
NDATION
-2'- 0"
Level
FOUNDATION
-2'
Howell Construction
Elevations
Mr. and Mrs.Todd Wells
1761 Sea Oats Drive
Atlantic Beach, Florida
No. Description Date
Todd and Etta
Sea Oats
ELEV. EAST WEST
SOUTH NORTH
Project number Project Number
Date FEB 15, 2018
Drawn by MGH
Checked by Imo(
A 111
Scale 1/4'1 = 1'-0"
lei
EXISTIN
TER
1,8"
SECTION B -B
NTS
NEW ROOM F❑UNDATI❑❑N AND FOOTERS
SCALE 1/4" = 1'
1,5"rein washer
concrete
psi W/ 4" CONCSLAB
s- #5 REBAR
design criteria
- design code : florida building code 2010
design live load goof =20 psf
design dead load) 15 psf
design specification:
*SOIL:
- MIN. ALLOWABLE SOIL BEARING CAPACITY= 2000 PSF
- THE FILL BELOW THE FOUNDATION SHOULD BE FREE OF DEBRIS ,
ORGANIC MATERIALOR ANY DELETRIOUS MATERIAL.
- SOIL SHOULD MUST BE COMPACTED TO 95% MODIFIED PROCTOR
*CONCRETE:
- CAST -IN-PLACE CONCRETE : SHOULD HAVE A COMPRESSIVE
STRENGTH OF 3000 PSI AT 28 DAYS.
- concrete should be nixed w/fiber mesh
*rebar:
- rebar f y = 60 K
SEA OATS DRIVE
SITE PLAN
SCALE 1/16" = 1'
COMMUNITY DEVELOPMENT
APPROVED
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00°08' 20" E. 22.87 (P) (M)
SEA OATS DRIVE
SITE PLAN
SCALE 1/16" = 1'
COMMUNITY DEVELOPMENT
APPROVED
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DRAWING BY
KY
DESIGN BY
KAMAL YAZJI,PE
243 N ARLINGTON RD
SUITE lA
JAX- FL 32211
904-465-3215
F0Date
2/26/18
SCALE
1/4"=1'-0"
PROJECT
ROOM ADDITI❑N
FOR
Todd and Etta Wells
761 Sea Oats Drive
Atlantic Beach, EL
S-1
FOUDATION/FOOTING
PLAN
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DRAWING BY
KY
DESIGN BY
KAMAL YAZJI,PE
243 N ARLINGTON RD
SUITE lA
JAX- FL 32211
904-465-3215
F0Date
2/26/18
SCALE
1/4"=1'-0"
PROJECT
ROOM ADDITI❑N
FOR
Todd and Etta Wells
761 Sea Oats Drive
Atlantic Beach, EL
S-1
FOUDATION/FOOTING
PLAN
12 FIBERGLASS SHINGLES OR METAL ROOFI G
OVER I LAYERS 30 #FLT
4 7/16" O.S.B. ROOF SHEATHING
PRE-ENGEERING (USE 8D RING SHANK NAILS 4. ifO.C. IN THE EDGE
TRUSSES(BY OTHER) 0 AND 8" O.C. IN THE FIELD)
SEE CONVENTIONAL
FRAMI G DETAILS SIMPSON SPH4 EV 32" O.C.
SIMPSON TIE H2.5A�
BOTHSIDE OF EA CRUS
7/1611 O.S.B. WALL SHEATHIN-G—
(USE 8,D NAILS 4" O.C. IN THE EDGE
AND 8 0. IN THE FIELD)
TYVECK WRAPER
7/16 O.S.B. WALL SHEATHING—
(USE 8D NAILS 4 11 O.C. IN THE EDGE
AND 8" O.C. IN THE FIELD)
2-2X4 PLATE
METAL EAVES DRIP
2x6 PT FACIA
2x4 UDS @ 16" 0. C.
SOFFIT MATCH EXISTING
1/2" SHEET ROCK
— R-13 INSULATION
BATT INSULATION
2X4 SYP STUD EV 16" 0. C.
R-13 INSULATION
2x4 OR 2X6 BLOCKING @ GABLE
2X4 SYP STUD E16" 0. C. IZI
I
AB 1/2"x12" W/1.5x1.5 WASHER EV. 3 "D.C. I ++I
2X4 BOTTON� P ATE I 1
GROUNG VEL III SIMPSON TIE SP4 1
:.
1, 4„
THIS HEIGHT VARIABL 7.4
�R
CONTRACTOR SHOULD
VERIFY IT BEFORE STA
TYPICAL WALL
MASONRY VENEER
1" AIR SPACE
TYVEK@ HOMEWRAP@
7/16" OSB SHEATHING
2"x6" AND OR 2"X4" WOOD STUDS
w/ R-11 to R-13 BATT INSULATION
VAPOR RETARDER
1/2" GYPSUM BOARD
LAP 6" AND TAPE OR CAULK TYVEK@
'1�OVER THROUGH -WALL FLASHING
SILL GASKET
_-----ANCHOR BOLT
CAULK THROUGH -WALL FLASHING
_ TO CONCRETE FOUNDATION WALL
—I DAMPPROOFING & DRAINAGE LAYER
CONCRETE FOUNDATION
2"x4" WOOD STUDS
w/ R-13 BATT INSULATION
VAPOR RETARDER
3- #5 CONT. REBAR
D
--;' 8" 16" x (16"-20") FOOTER
MONO SLAB
NEW 4" CONCRETE SLAB
SCALE 1" — I' 3000 PSI W/FIBER MESH
NEW 6 MIL. VISQUEN
BASE OF WALL DETAIL
RESIDENTIAL WOOD FRAME STRUCTURE w/ MASONRY VENEER
SECTION B -B
N.T.S
TI TRUSS DESIGN
FOR CATHEDRAL CEILING
FIBER GLASS SHINGLES
OVER I LAYERS 30 # FELT
7/16" 0. S. B ROOF SHEATHING—
(USE 8D RING SHANK NAILS
4" O.C. IN THE EDGE
AND 8" O.C. IN THE FI
EXISTING ROOF TRUSSES
2X8 BED NAILED TO EXISTING
TRUSSES BY (3) D16 NAILS
T RUss-E V . 24"0 . C
1 u
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L
TI
1/2" CEILING BOAR
T— I CATHEDRAL TRUSS
T-2 GABLE TRUSS
SECTION E -E
N.T.S
*SEAL ALL TYVEK@ JOINTS AND PENETRATIONS WITH APPROVED
TAPE. (ex. DUPONT CONTRACTOR TAPE)
*FASTEN TYVEK@ TO SHEATHING WITH LARGE HEAD NAILS OR USE
NAILS WITH LARGE PLASTIC WASHER HEADS.(ex. DUPONT
WRAPCAPS)
*SEAL OR GASKET BRICK TIES AT THE FACE OF TYVEK@
*LOCAL LAWS, ZONING, AND BUILDING CODES VARY AND
THEREFORE GOVERNS OVER MATERIAL SELECTION AND DETAILING
SHOWN BELOW.
GENERAL NOTES
MANUFACTURED TRUSSES WITH 4\12 SLOPE
TO MATCH EXISTING TRUSSES(SEE TRUSS
SPECS.) OR
FIBER GLASS SHINGLES
R-19 INSULATION
7/1611 0. S. B ROOF SHEATHING
4US 8D RING SHANK NAILS 4" 0. C. IN THE EDGE
AND 8" O.C. i THE FIELD)
SIMPSON TIE H2.5A
BOTHSID - OF EA TRUSS
OVER I LAYERS 30 # FELT
METAL EAVES DRIP
2X6 PT FACIA
2-2X4 PLATE
ROOF FRAMING DETAIL
SCALE I /2" = I'
G
ROOF FRAMING PLAN
SCALE4" = 1'
FRAMING DESIGN NOTES:
- USE WOOD SYP #2 FOR STRUCTURAL MEMBERS
- USE 7/16 0. S. B PLYWOOD FOR WALL & ROOF SHEATHING
- USE SIMPSON METAL CLIPS OR EQUIVELANT
- HEADERS SIZE ABOVE OPENING IN WOOD WALLS USE:
(2) 2X6 #2 S.Y.P. UP TO 5'-0" OPENING &
(2) 2X8 #2 S. Y. P UP To 8'-0"
- CONTRACTOR SHOULD VERIFY ALL EXISTING DIMENSIONS & ELEVATIONS
AND ROOF SLOPES BEFORE TO DO ANY FRAMING WORK OR ORDERING
THE TRUSSES
TAPE)
'FASTEN TYVEK@ TO SHEATHING WITH LARGE HEAD NAILS OR USE NAILS WITH LARGE PLASTIC
WASHER HEADS.(ex. DUPONT WRAPCAPS)
`SEAL OR GASKET BRICK TIES AT THE FACE OF TYVEK@
'LOCAL LAWS, ZONING, AND BUILDING CODES VARY AND THEREFORE GOVERNS OVER MATERIAL
3- 2"x 8" w/
2-1/2"
plywood
MINIMALLY EXPANDING
)LYURETHANE FOAM OR
APPROVED CAULK
(AROUND WINDOW RSO)
TYPICAL WALL
MASONRY VENEER
1" AIR SPACE
TYVEK@ HOMEWRAP@
7/16" OSB SHEATHING
2"x6" WOOD STUDS
w/ R-19 BATT INSULATION
VAPOR RETARDER
1/2" GYPSUM BOARD
TAPE THROUGH -WALL
FLASHING TO SHEATHING
USING TYVEK@ FLEXWRAP—
LAP 6" & TAPE TYVEK@
OVER THROUGH -WALL
FLASHING
METAL LINTEL
CAULKING
WINDOW HEAD DETAIL
RESIDENTIAL WOOD FRAME STRUCTURE w/ MASONRY VENEER
SCALE 1" = 1'
22' -8"
20'
---
4/12
4:12
I
----
4 /12
SLOPE
I
m
4/12 4 /12
4/12 4 /12
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NEW/ EXITING ROOF
PLAN
SCALE 4" = I'
UNBRACED LENGTH OF X -BRACING MAY NOT EXEED
10 FT, IF LENGTH DOES EXEED 10 FEET,
ADDITIONAL SCAB IS REQUIRED.
7/16" STRUCTURAL 2X4 BLOCKING @ SHEATHING
POINT 4' FROM GABLE END
ROOF SHEATHING
2x4 x -E
@8'O. C.
— 2x4 SCAB
TOP TO BO
CHORD @8'
D NAILS TYP
T X -BRACING -
BLOCKING REQUIRED
BETWEEN OUTRIGGERS
2X4 OUTRIGGER @48" O.C.
U -HANGER
2X4X8'#2 SYP CONT. J 2X4 BLOCKING @48" O.C.
LATERAL BRACING @8' O.C.
BETWEEN GABLE AND FIRST TRUSS
PLATFORM FRAMING GABLE END
N.T.S
(HEATING CLI ATE)
ROOF FRAMING DETAIL
SCALE 1" = 11-
' �g
o� I
HURRICANE CLIP
H2.5 OR EQUAL
@48" O.C.
2X4 BARGE
%
AFTER CONT. /
23"-911
SHINGLE
STRIP
FASCIA
TOP CHORD OF GABLE
END TRUSS DROP 3.5"
CONT. 2X4 SCAB FROM
TOP TO BOTTOM CHORD
@X -BRACING
-BOTTOM CHORD OF
GABLE END TRUSS
(2)2X4 TOP PLATE
2X4 STUDS
@16" o.C.
NO
ENGINEERS
DESIGNERS
PLANNERS
FDR�WING BY
KY
DESIGN BY
KAMAL YAZJI,PE
243 N ARLINGTON RD
SUITE IA
JAX- FL 32211
904-465-3215
(7DATE
2/26/18
SCALE
I
1-011
PROJECT
ROOM ADDITION
CJI
GAZEBO
FOR
TODD AND ETTA WELLS
1761 SEA OATS DRIVE
ATLANTIC BEACH FL
S-2
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KY
DESIGN BY
KAMAL YAZJI,PE
243 N ARLINGTON RD
SUITE IA
JAX- FL 32211
904-465-3215
(7DATE
2/26/18
SCALE
I
1-011
PROJECT
ROOM ADDITION
CJI
GAZEBO
FOR
TODD AND ETTA WELLS
1761 SEA OATS DRIVE
ATLANTIC BEACH FL
S-2