1958 BEACHSIDE CT - ADDITION DRAWINGSv�YKCVEU
REVISED
APVJJE
TOTAL LOT 6,599 S.F.
EXISTING IMPERVIOUS 2,341 S.F.
NEW IMPERVIOUS 472 S.F.
MINUS REMOVED IMPERVIOUS 182 S.F.
TOTAL NEW IMPERVIOUS 290 S.F.
TOTAL IMPERVIOUS 2.631 S.F. (39 9%1
REVISED
77
ARCHITECTURAL SITE PLAN
'�� 77 SCALE: 1/8'' = 1'-0"
ARCHITECT:
Julianne N.
Overby, RA
Architectural and Interior Design
Julianne N. Overby, R.A.
2452 Pullian Street
Jacksonville Beach, Florida 32250
904-704-8628
Email: jnoverby@att.net
FL. AR -0017060 • FL. ID -4621
CONTRACTOR:
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DATE ISSUED:
JANUARY 7, 2019
NOTE:
DO NOT SCALE DRAWINGS.
IF PRINTED ON 11"X17"
MEDIA, DRAWING SCALE
IS HALF -SIZED.
SITE
PLANS
T-1
PERMIT SET
GENERAL DEMOLITION NOTES:
1. ALL DEMOLITION WORK TO BE PERFORMED UNDER G.C. CONTRACT. G.C. TO FIELD VERIFY ALL EXISTING CONDITIONS.
2. SURVEY EXISTING CONDITIONS OF THE BUILDING TO DETERMINE IF REMOVING ANY ELEMENT MIGHT RESULT IN STRUCTURAL
DEFICIENCY TO ANY PORTION OF THE STRUCTURE OR ADJACENT STRUCTURES. NOTIFY THE ARCHITECT AND STRUCTURAL
ENGINEER IN WRITING PRIOR TO COMMENCING ANY ADDITIONAL WORK FOR DIRECTION IF DEFICIENCIES ARE NOTED.
3. TURN OFF NECESSARY POWER AND UTILITIES PRIOR TO COMMENCING ANY DEMOLITION WORK.
4. ITEMS INDICATED TO BE REMOVED SHALL BE REMOVED AND LEGALLY DISPOSED OF IN ACCORDANCE WITH APPLICABLE
CODES.
5. PROTECT EXISTING ITEMS TO REMAIN. THESE ITEMS TO BE COORDINATED WITH THE OWNER PRIOR TO ANY DEMO WORK.
6. DEMO AND REMOVE EXISTING INTERIOR DOOR / DOOR FRAME / DOOR SILL / CASING UNLESS OTHERWISE NOTED (U.O.N) ON
PLAN.
7. CUT OPENINGS NEATLY AND HOLES PLUMB, SQUARE AND TRUE TO DIMENSIONS REQUIRED. USE CUTTING METHODS LEAST
LIKELY TO DAMAGE CONSTRUCTION TO REMAINING OR ADJOINING CONSTRUCTION.
8. ANY FIRE EXTINGUISHERS TO BE REMOVED AND STORED FOR FUTURE USE.
9. AUTHORIZED CONSTRUCTION PERSONNEL ONLY WITHIN THE CONSTRUCTION AREA.
10. WORK TO BE DONE IN SUCH A MANNER AS TO HAVE MINIMUM DISRUPTION TO ONGOING CITY BUSINESS AND PARKING LOT.
11. CODES AND REGULATIONS: COMPLY WITH GOVERNING CODES AND REGULATIONS.
12. USE EXPERIENCED WORKERS.
13. OCCUPANCY: IMMEDIATE AREAS OF WORK MAY BE OCCUPIED DURING DEMOLITION BY THE HOME OWNERS.
14. DEMOLISH DESIGNATED IMPROVEMENTS AS NECESSARY TO IMPLEMENT RENOVATION PLAN.
15. IMPLEMENT POLLUTION CONTROL DURING BUILDING DEMOLITION.
16. HAZARDOUS MATERIALS: IF HAZARDOUS MATERIALS ARE NOTED THEY WILL BE REMOVED UNDER
SEPARATE CONTRACT. NOTIFY OWNER IF HAZARDOUS MATERIAL IS DISCOVERED TO BE PRESENT.
17. DO NOT DAMAGE BUILDING ELEMENTS AND IMPROVEMENTS INDICATED TO REMAIN. ITEMS OF SALVAGE
VALUE, NOT SPECIFIED ITEMS TO BE RETURNED TO OWNER, SHALL BE REMOVED FROM STRUCTURE.
STORAGE OR SALE OF ITEMS IS PROHIBITED.
18. UTILITIES: LOCATE, IDENTIFY, DISCONNECT, AND SEAL OR CAP OFF UTILITIES IN AREAS TO BE DEMOLISHED.
19. SHORING AND BRACING: PROVIDE AND MAINTAIN INTERIOR AND EXTERIOR SHORING AND BRACING AS
REQUIRED.
20. OCCUPIED SPACES: DO NOT CLOSE OR OBSTRUCT STREETS, WALKS, DRIVES, PARKING SPACES OR OTHER
OCCUPIED OR USED SPACES OR FACILITIES WITHOUT THE WRITTEN PERMISSION OF THE OWNER AND THE
AUTHORITIES HAVING JURISDICTION. DO NOT INTERRUPT UTILITIES SERVING OCCUPIED OR USED FACILITIES
WITHOUT THE WRITTEN PERMISSION OF THE OWNER AND AUTHORITIES HAVING JURISDICTION. II
NECESSARY, PROVIDE TEMPORARY UTILITIES.
21. RESTORATION: RESTORE FINISHES OF PATCHED AREAS.
In
z
13-0" 5-8" 3-2" 11'-2"
i
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(ED 0 A
---------J L— I/ \I
L
� O
REMOVE EXISTING ROOF TRUSSES �� REMOVE EXISTING ROOF TRUSSES
THIS LOCATION FOR NEW TRUSS THIS LOCATION FOR NEW TRUSS
LAYOUT AND CEILING HEIGHT LAYOUT AND CEILING HEIGHT
I
I I
II
13'-0"
Q)\
II
12'-6"
SECOND
SCALE: 1/4" = V-0"
FLOOR DEMOLITION PLAN
DEMOLITION KEY NOTES
1. REMOVE ALL WALL PARTITIONS INDICATED BY DASHED
LINES, INCLUDING ALL GLAZING AND TRIM.
2. REMOVE ALL MILLWORK, INCLUDING ALL PLUMBING
FIXTURES & APPLIANCES INDICATED BY DASHED LINES.
3. REMOVE EXISTING DOOR/WINDOW AND FRAME. PREPARE
FOR NEW WALL AND/OR OPENING AS SHOWN IN NEW PLAN.
CLG. = 8' 0"
F.F. = 0'-p"
FRONT ELEVATION - ASBU I LT t
A2
SCALE: 1/4" = V-0"
REMOVE EXISTING GARAGE ROOF
STRUC URE FOR
NEW BONUS OOM ADDITION
m FIRST FLOOR DEMOLITION PLAN
-
1\j% SCALE: 1/4" = T-0"
12'-6" I ��•OF.r L 9�,
I Aeo 060 A16.
\ SrFRED PSG
1 \
ARCHITECT:
Julianne N.
Overby,RA
Architectural and Interior Design
Julianne N. Overby, R.A.
2452 Pullian Street
Jacksonville Beach, Florida 32250
904-704-8628
Email: jnoverby@att.net
FL. A.R-0017060 • FL. ID -4621
CONTRACTOR:
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CONTRACTING
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DATE ISSUED: (2 2-f l e)
NOTE:
DO NOT SCALE DRAWINGS.
IF PRINTED ON 11"X17"
MEDIA, DRAWING SCALE
IS HALF -SIZED.
DEMOLITION
PLANS
PERMIT SET
FLOOR PLAN NOTES
1. DO NOT SCALE DRAWINGS. USE ONLY DIMENSIONS SHOWN ON
DRAWINGS. IF DIMENSIONS ARE IN QUESTION, THE BUILDER
SHALL BE RESPONSIBLE FOR OBTAINING CLARIFICATION
BEFORE CONTINUING WITH CONSTRUCTION. BUILDER SHALL
VERIFY ALL DIMENSIONS & CONDITIONS AT JOBSITE.
2. DIMENSIONS SHOWN ARE TO FACE OF DRYWALL OR
CENTERLINE OF STRUCTURE UNLESS OTHERWISE NOTED.
3. LOCATE DOORS SO THAT DOOR CASING ABUTS WALL FINISH OF
ADJACENT WALL UNLESS OTHERWISE NOTED.
4. BUILDER SHALL COORDINATE ALL SHELVING & STORAGE
REQUIREMENTS WITH DESIGNER OR OWNER.
5. IN THE EVENT OF ANY DISCREPANCIES, IMMEDIATELY NOTIFY
THE OWNER. DO NOT PROCEED WITH AFFECTED WORK UNTIL
ALL SUCH ISSUES HAVE BEEN FULLY RESOLVED.
6. ALL CONSTRUCTION SHALL BE PERFORMED IN ACCORDANCE
WITH ALL CODES, REGULATIONS, AND RESTRICTIONS HAVING
JURISDICTION.
LOT COVER/'AGE
TOTAL LOT 6,599 S.F
EXISTING H(,JSE 1,536 S.F.
NEW ADDITION 440 S.F.
NEW DRIVEWAY
FRONT POR';H & WALK 610 S.F.
TOTAL IMPERVIOUS 2,586 S.F. (39.2%
iT 3-8 , LOT 3-A LOT 2-13 LOT 2-A
S 0927'43" E n w 80.08' (M)
N s ()0*3r100"" E A9.00' (R)
0
a @-t PRIVATE EAASEAlENT it
0 t O G jI
LOT 24 _ 14.1 9'-0" — — — —
SCREEN
PORCH
r,1........... cn
�. 19.9'
� 9'-3Y2"
�'
o �C
to \\\@\ \ * r–
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C? Cq �� ,� vi EXISTING
U -0
�@ RENOVATEDCP
ARAG I,
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(•a n N 0
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DJ •D1'35 M ��$ L ,�
?� 00 (R) rp
BF@lNG REFERENCE UNE
385.00
L� 37.00'
r za co I «`
1 S 20'
ARCHITECTURAL .SITE PLAN
SCALE: 1/16" = T-0"
33-0" EXISTING 19'-0" NEW ADDITION
12'-7" EX STING 10'-9" EXISTING 6-6" 5'-5" T-1"
�37�Til ►i17Ce�
Rq
BEDROOM 3
EXISTING
T
—
9'-3"
_`CO�F7-' F_
3-4"
Q0\CLOSESLAUNDRY
AF
CLOSET
------
FLRD
—�
2/41
DRAIN
I
I
I
CLOSET''
�
2/6/\
0
\
15'-4" OPEN TO EsELOW-
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0
OPEN TO BELOW
BEDROOM 4
NEW EXTENDED
12' 7"
(2) 3-0x4-8 SH
i
—
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Q0\CLOSESLAUNDRY
AF
FLRD
2/41
DRAIN
Ico
/6
0
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0
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BONUS
ROOM
N
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(3) 3-0x4-8 SH
6-6" 6-6" 0x4-8 SH
(3) 7777777777,
10'-0' I I 10'-0"
L=- -------------
SECOND
-- __---_—_�_
SEC N D FLOOR PLAN
SCALE: 1/4" _ -0"
D F I fiop�
52'-0"
3-0" 5'- " 3-0" 14'-0" rr
CLOSET
I
4'-4%2" c
MAS ER
:A-� •
N EW LA TO
0 1
FZZZI
4'-5" EXTEND 9'-6"
@,1 KITCHEN'
EXISTING DINING
@� EXISTING
4'-0" 8'-0" NEW ISLAND
ol
co
------
CLOS T
RtF
o
I � v
v
3'-0" 4'-4Y2''5'-0" 6-5'' 5'-3''
E
HALF
BATH 2/4//
MASTER 3/ I / PAN+Y /
BEDR OM
EXISTING 0-
1
N
0
N
T��II�I
1
9'-6" 1 9'-6"
INK1Y
24'-7"
12-0" T-10"
14
(3) 3-0x6-0 SH
14'-8"
FAMILY ROOM
NEW
18'-11"
MECH 0)
v DUCT
TO REMAIN
Z
/ PIAN() \% O w_
ENTRY <1 // 0
FOYER �\ / c° z
r------- v --�
T-6"
GARAGE
O\ m I NEW
3/0 I I DECORATIVE
\ SHU TER
T-6"
FIRS FLOOR PLAN A
SCALE: 1/4" = T-0" A2
-------ter ---- I I 3-6
---- --- C77 ---- i I
1 2 I 8-0x7-0 OVD
12'-0'' i i T-0"
DRIVEWAY
/ NEW LAYOUT
i
0
0
0
0
N
RICHTER RESIDENCE
RENOVATION
BUILDING CODE SUMMARY
CODE ENFORCEMENT JURISDICTION:
CITY OF ATLANTIC BEACH
WIND ZONE: 130 MPH (WIND-BORNE DEBRIS)
FLORIDA BUILDING CODE 2017 - 6TH EDITION
ALTERATION LEVEL: 2
OCCUPANCY CLASSIFICATION: RESIDENTIAL (R-3)
CONSTRUCTION TYPE: TYPE V -B (WOOD FRAME)
SPRINKLED: NO
FIRE DISTRICT: NO
PROVIDE INSULATION PER CODE
R-38 IN CEILING, R-13 IN WALLS
NEW 1 ST FLOOR: 1,255 S.F.
NEW 2ND FLOOR: 1,269 S.F.
TOTAL NEW A/C AREA: 2,524 S.F.
ARCHITECT:
Julianne
Overby,RA
Architectural and Interior Design
Julianne N. Overby, R.A.
2452 Pullian Street
Jacksonville Beach, Florida 32250
904-704-8628
Email: jnoverby@att.net
FL. AR -0017060 • FL. ID -4621
CONTRACTOR:
CONTRACTING
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B DATE ISSUED:
A2
NOVEMBER 27, 2018
I
NOTE:
_ _ _ DO NOT SCALE DRAWINGS.
IF PRINTED ON 11 "X17"
MEDIA, DRAWING SCALE
I GARAGE I IS HALF -SIZED.
NEW ; DENIED
I I I
I I
I I I
VID
r774 ----9=0x7-0 ----
--- RENOVATION
PLANS
\
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01
PERMIT SET
\\ STEREO P�
GENERAL DEMOL!TI(N
1. ALL. Ds : " Li !t�.$ Wr "`� C �-� R G.C. CONTRACT. G.C. TO FIELD VERIFY ALL EXISTING CONDITIONS.
IJRVEY e Xl yT;t'yG C`.:, D! lu ` � O' !-'1 DIN(
TO DETERMINE IF REMOVING ANY ELEMENT MIGHT RESULT IN STRUCTURAL
DEFII F 1111Y TC:) /',N'Y' PORTION 1,, s :-dUs,TUIRE OR ADJACENT STRUCTURES. NOTIFY THE ARCHITECT AND STRUCTURAL
F,NGINEE,"Z IN V'RI 11'4,:_:; PRIPO i'() C:;'_;`MMENCING r`iNY ADDITIONAL WORKFOR DIRECTION IF (DEFICIENCIES ARE NOTED.
RO ANY DEMOLITION WORK. 0F NECESSARY AN!"_iTII" IES PRIOR �
. . _
4. ITEMS, N ICATED Tc',__,), BE R MOVED SHALILISE. REMOVED AND LEGALLY DISPOSED OF IN ACCORDANCE WITH APPLICABLE
CODES.
;5, PROTECT EXISTING ITEMS TO RE%?AIN THESE ITEMS TO BE COORDINATED WITH THE OWNER PRIOR TO ANY DEMO WORK.
6. DEMO AND REMOVE EXISTING INTERIOR L`00R / DOR FRAME / DOOR SILL ! CASING UNLESS OTHERWISE NOTED (U.O.N) ON
PLAN.
'. 6�.t LY d��lD� i--IOLES- ?'"•_.UMB, SQUARE AND TRUE TO DIMENSIONS REQUIRED. USE CUTTING METHODS LEAST
CUT OPENINGS NE
LIKELY TO DAMAGE CONSTRUCTION TO REMAINING OR ADJOINING CONSTRUCTION.
8. ANY FIRE EXTINGUISHERS TC BE REMOVED AND STORED FOR FUTURE USE.
9. AUTHORIZED CONST RUCTION PERSONNEL ONLY WITHIN THE CONSTRUCTION AREA.
10. WORK ±-O BE DO IN SUCH A MANNER 1a.S TO HAVE MINIMUM DISRUPTION TO ONGOING CITY BUSINESS AND PARKING LOT.
ODESAND RE:G LA. z'•ON ; ;0`,1�I_'�" wl/} i H GOVERf\1!NG CODES AND REGULATIONS.
12. USE EXPERIENCED V`vI : RKE;Z =
1" OCCUPANCY- IMM1EDV—',,Ta AP'EA`:) OF 1,A ORK r}.^AY BE OCCUPIED DURING DEMOLITION BY THE HOME OWNERS.
14. DEM0LI;S1-! fl) SIC ,.!Al E: C-) .,` lfr. 1\17"S AS NECESSARY TO IMs -1_E"u"ENT RENOVATION PLAN.
5 IMPi_C:sE< EN i POLL' MON " t �RilNk "d ILDING DEMOLITION.
t\ ti _7
16. HA'A!R%0",_)US I),J1 ,t '=<.(.:. S IF s/'r.. ��«<:: _iUS MATERIALS ARE NOTED THEY WII_I_. BE REMOVED UNDER
S EP; -.RAT'= Cut\. _RF"" T. NOTIE-`i r1 41�E' _ HAZARDOUS MATERIAL!S DISCOVERED TO BE PRESENT.
si,_:alsvr I_r'r,:L i`i i r rt IMPROVEMENTS INDICATED TO REMAIN. ITEMS OF SALVAGE
,,C.t r:_= ° I F-sLj !_ jr;( TtJF\\ `.ED TO OWNER, SHA.I ?. BE REMOVED FROM STRUCTURE.
�3i'�L 4�' s �.I�1j1 .7 .•�:T r t _:s� i.? E -
Ig:: ,+? I..! T ft. ?:'; I: !" w( ":fit? SEAL OR CAP OFF U `(CITIES IN AREAS TO BE DEMOLISHED.
i'\'.:;: :';,C'E'.:' .C� t„?AIRY± `d 4N
{{ ��7ERIOR AND EXTERIOR SHORING AND BRACING AS
O CL?}�I EC-ii't.Ct: �' i `�' TRUCT S I REETS. WALKS. DRIVES, PARKING SPACES OR OTHER
�Li:.' ;Pj1 D, }R E ;�
H0( IT THF WRITTEN P-R!'AISSION OF THE OWNER AND THE
x��J{; .;: -,_,. •,:;.�„ ' Tr;P.UPT UTILITIES SERVING
= OCCUPIED OR USED FACILITIES
_'R AND AUTHORITIES HAVING JURISDICTION. IF
l
I! -D AREAS.
5'-8"
Y-2"
0 �
N
%514'
1,_, L_
01
REMOVE EXIS i ING ROOF TRUSSEREMO`JE EXISTING ROOF TRUSSES
THIS 1_C;,`AT!'`:.", Fr`^ THIS LOCATION} FOR NEW TRUSS
;vn ANilD i rI!_1NG HE! _FIT LAYOUT AND CEILING HEIGHT
T-0'
0
�T SCALE; 114" _ D"
DEMOLITION KEY NOTES
1. REMOVE ALL WALL PARTITIONS INDICATED BY DASHED
LINES, INCLUDING ALL GLAZING AND TRIM.
2. REMO E ALL MILLWORK, INCLUDING ALL PLUMBING
FIXTUR ES & APPLIANCES INDICATED BY DASHED LINES.
3. REMO E EXISTING DOOR/WINDOW AND FRAME. PREPARE
FOR N W WALL AND/OR OPENING AS SHOWN IN NEW PLAN.
CLG. = 8'-0�1 _
F.F. = 0'-0"
A FRONT ELEVATION - ASBUILT
A2
SCALE: 1/4" = V-0"
REMOVE EXISTING GARAGE ROOF
STRUCTJREFOR
NEW BONUS ROOM ADDITION
0
10
u
C3�
3'-4"
0
0
0
0
Imo
O
0
U
FIRST FLOOR DEMOLITION PLAN
SCALE: 1/4" = 1'-0"
0
El
nVE EXISTING GARAGE DOOR
NEIN ADDITION
GARAGE
EXISTING
0
ARCHITECT:
Julianne N.
mer y, RA
Architectural and Interior Design
Julianne N. Overby, R.A.
2452 Pullian Street
Jacksonville Beach, Florida 32250
904-704--8628
EMail: jnoverby @att.net
FI -AR -0017060 - FL. ID -4621
CONTRACTOR:
D
n%,4 CONTRACTING
DATE ISSUED -
NOVEMBER 27, 2018
NOTE -
DO NOT SCALE DRAWINGS.
IF PRINTED ON 11"X17"
MEDIA, DRAWING SCALE
IS HALF -SIZED.
DEMOLITION
FOX
PERMIT SET
0
0
0
0
O
O
u
C3�
3'-4"
0
0
0
0
Imo
O
0
U
FIRST FLOOR DEMOLITION PLAN
SCALE: 1/4" = 1'-0"
0
El
nVE EXISTING GARAGE DOOR
NEIN ADDITION
GARAGE
EXISTING
0
ARCHITECT:
Julianne N.
mer y, RA
Architectural and Interior Design
Julianne N. Overby, R.A.
2452 Pullian Street
Jacksonville Beach, Florida 32250
904-704--8628
EMail: jnoverby @att.net
FI -AR -0017060 - FL. ID -4621
CONTRACTOR:
D
n%,4 CONTRACTING
DATE ISSUED -
NOVEMBER 27, 2018
NOTE -
DO NOT SCALE DRAWINGS.
IF PRINTED ON 11"X17"
MEDIA, DRAWING SCALE
IS HALF -SIZED.
DEMOLITION
FOX
PERMIT SET
FLOOR PLAN NOTES
I�' } NC: SCF.LE DP :'JI �{�` . I rf il..Y ,i"V"'E-NSICINS SHOWN ON
i �'ALra'INGS. IF -�IMF`dSI� N5 H ON '.1UE TIC N, T HIE BUILDER
SHALL BE RESPON ,IBI. E FOR ()87'\ININC CLARIFICATION
F FlFO1�r' CONTINWNG VJITH C.,( N C_ TI UC TION_ BUILDER SHALL
V F`R 1 F Y ALL DiEN:ION S Ll t::i,�jS Aj. ,105SITE.
.�{C t. wI:.1" i:A C '7-ff r a - j<7 . V �_. OR
N T ERI -I ��_ r� F S _i� ' U I_ +, •E 'Z f r�SF NOTED.
. LOCA T CsOORS S I �' DLIOr< C�,S1N G r`._ Ul S 'JVALL FINISH OF
ADJACE-N F \`b`ALL L, : SS C'T HE R,V\rISE. N1.. ED
j4. �L?}}UI(�LC7t-RcpSp`AA! EN I C'�t f` ;�C SNA"t Gp�ril_L SII[ LVp ",O & �>TORAGE
DES!G
S. :N TN4::. EVENT .F .,r iSrE�._r, �NC_'I*C IMMEDIATELY NOTIFY
i�HE VJNER D() P ✓RC'C:.E �� 'JdI s ri AFF1==i:TEC� WORK UNTIL
!ATFl� .TIL S t,-,1 :'._ �F orf}I• �._'� `t ACCORDANCE
CIL."; !ONS,ANL% RESTRICTIONS HAVING
.'. I':;T10N.
! OT COVERAGE.
TOTAL LOT 6,599 S
E_XIS i ING HOUSE 1 536 `' F.
NEW D1DIT1,0N
NEW `JRiVc_\AY},,Y
FRONT PORCH _q, WALK
TOTAJ_ 1!i^PERVIOUS 2.586 S.F39.2` 1,
-13 F r
•"LOT 24 f
EASENIEWT
ISI
3 A;
a \ N
�G NEWIT
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Al
0
in
12'-7" EXISTING
gEDRO 2
EXISTING
xs
33'-0" EXISTING
BEDROOM 4
NEW EXTENDED
12'-7"
` (3) 3-0x4-8 S i
11—
6-6" 6-6"
SECOND FL
SCALE: 1/4" = 1'-
3'-0" 51_91,
CLOSET
I
4 4/2
OOR PLAN
3'-0"
OPEN TO BELOW
10'-9" EXISTING
BEDROOM 3
EXISTING
CD
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20'-0"
14'-0"
52'-0"
o C) cd
PIN
4'-5" EXTEND
MASTER
BATHRO M Q KITCHEN
NEW LAYOUT _I EXISTING —
4'-0" 8'-0" NEW ISLAND
lo
r ! — — — — — — — — —
� I —
CLOS T
RCF
6/0
9'-6"
DINING
EXISTING
24'-7"
12'-0"
(3) 3-0x4-8 SH
12'-2"
BONUS
ROOM
NEW
9'-6"
C
A2
T-10"
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RICHTER RESIDENCE
RENOVATION
BUILDING CODE SUMMARY
j
CODE ENFORCEMENT JURISDICTION:
I CITY OF ATLANTIC BEACH
O I WIND ZONE: 130 MPH (WIND-BORNE DEBRIS)
1 _
FLORIDA BUILDING CODE 2017 - 6TH EDITION
ALTERATION LEVEL: 2
OCCUPANCY CLASSIFICATION: RESIDENTIAL (R-3)
I CONSTRUCTION TYPE: TYPE V -B (WOOD FRAME)
SPRINKLED: NO
! FIRE DISTRICT: NO
I-
PROVIDE INSULATION PER CODE
R-38 IN CEILING, R-13 IN WALLS
NEW 1 ST FLOOR: 1,255 S.F.
NEW 2ND FLOOR: 1,269 S.F.
TOTAL NEW A/C AREA: 2,524 S.F.
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h, anne NAff
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-A-rc hitec:tural and Interior Design
juliantle N. Overby, R.A.
2452 Pullian Street
JackSon-,r.ille Beach, Florida 32250
904-704-8628
Email: jnoverby@att.net
Fl,. Illi -0017060 • FL. ID -4621
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2/4/ BATH Oji I 3/0 /
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BUILDING CODE SUMMARY
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I CITY OF ATLANTIC BEACH
O I WIND ZONE: 130 MPH (WIND-BORNE DEBRIS)
1 _
FLORIDA BUILDING CODE 2017 - 6TH EDITION
ALTERATION LEVEL: 2
OCCUPANCY CLASSIFICATION: RESIDENTIAL (R-3)
I CONSTRUCTION TYPE: TYPE V -B (WOOD FRAME)
SPRINKLED: NO
! FIRE DISTRICT: NO
I-
PROVIDE INSULATION PER CODE
R-38 IN CEILING, R-13 IN WALLS
NEW 1 ST FLOOR: 1,255 S.F.
NEW 2ND FLOOR: 1,269 S.F.
TOTAL NEW A/C AREA: 2,524 S.F.
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ARCHITECT:
h, anne NAff
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-A-rc hitec:tural and Interior Design
juliantle N. Overby, R.A.
2452 Pullian Street
JackSon-,r.ille Beach, Florida 32250
904-704-8628
Email: jnoverby@att.net
Fl,. Illi -0017060 • FL. ID -4621
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HALF 2/4 I > I A2 NOVEMBER 27, 2018
2/4/ BATH Oji I 3/0 /
� 3/ p
MASTER 1 s �/ NOTE-
BEDROOM
OTE-BEDRO M I ( -- PARRY II
EXISTING® I I 1811DO NOT SCALE DRAWINGS. GS.
r — — — — — — — — -- IF PRINTED ON 11"X17"
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/� v DUCT Q I G"RAGE I i IS HALF -SIZED.
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ECO 'ATIV
SHU71
ERS
I
- - BATTEN BOARD
SIDING
ARCHITECT:
juiianne N.
Overby, RA
Architectural and Interior Design
Julianne N. O-�Terby, R.A.
2452 Pullian Street
acksonv, Jle Beach, Florida 32250
904-704-8628
T :mail: jnuverby@att.net
FL. AR -0017060 • FL. ID -4621
CONTRACTOR:
1
ES1-11EXT1LkL%./
CONTRACTING
DATE ISSUED:
NOVEMBER 27, 2018
NOTE -
DO NOT SCALE DRAWINGS.
IF PRINTED ON 11"X17"
MEDIA, DRAWING SCALE
IS HALF -SIZED.
PERMIT SET
�J
REAR ELEVATION
A2 SCALE: 1/4" = 1'-0"
ECO 'ATIV
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ERS
I
- - BATTEN BOARD
SIDING
ARCHITECT:
juiianne N.
Overby, RA
Architectural and Interior Design
Julianne N. O-�Terby, R.A.
2452 Pullian Street
acksonv, Jle Beach, Florida 32250
904-704-8628
T :mail: jnuverby@att.net
FL. AR -0017060 • FL. ID -4621
CONTRACTOR:
1
ES1-11EXT1LkL%./
CONTRACTING
DATE ISSUED:
NOVEMBER 27, 2018
NOTE -
DO NOT SCALE DRAWINGS.
IF PRINTED ON 11"X17"
MEDIA, DRAWING SCALE
IS HALF -SIZED.
PERMIT SET
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NOTES:
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2. SMOKE DETECTION PER FIRE CODE.
3. SERVICE PANEL AND ELECTRIC METER
LOCATION TO BE DETERMINED W/ INPUT FROM THE
OWNER AND LOCAL UTILITY COMPANY.
4. ALL RECEPTACLE TO HAVE ARC -FAULT CIRCUIT
INTERRUPTERS PER ARTICLE 2.10-12.
5. HVAC DISCONNECT TO BE PROVIDED BY
MECHANICAL_ SUBCON-FRACTUR.
6. ALL ELECTRICAL WIRING TO BE IN ACCORDANCE
WITH LATEST EDITION OF NEC AND FBC.
7. 100% OF ALL INTERIOR AND EXTERIOR
PERMANENT LIGHT FIXTURES TO USE CFL/LED
LAMPS.
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ARCHITECT:
ullanne N.
Uverby, RA
Architectural and Interior Design
uliatine N. Overby, R.A.
2452 Pullian Street
Jacksonville Beach, Florida 32250
904-704-8628
F,mail: jnoverby@att.net
FL..AR-0017060 - FL. ID -4621
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LAYOUT
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EXTEND BACK ON THE ROOF
2" MIN.
INSTALL OVER UNDERLAYMENT
WITH A 4"MIN. WIDTH OF ROOF
CEMENT INSTALLED OVER THE
DRIP EDGE FLANGE.
MECHANICALLY FASTEN THE
DRIP EDGE @12" O.C. MAX.
TO MEET CODE.
2X4 EXTERIOR WALLS W/ -
�" OSB SHEATHING
WRAPPED IN
WATERPROOFING MEMBRANE
INSTALL SIDING PER
MANUFACTURER'S
RECOMMENDATIONS
36" METAL TIE STRAP
CONT, FROM 1ST TO
2ND FLOOR STUDS -
SEE STRUCTURAL
FLOOR SYSTFM
SEE STRUCTURAL
2X4 EXTERIOR WALLS W/
J" OSB SHEATHING
WRAPPED IN
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III—III—III—III- — - A VAPOR BARRIER
—I I—I I—I I— —i —I SEE STRUCTURAL DRAWING
-I I I—I I IEEI I=1=I
-III—I �- ...'— < • .. —� -- 1/2" EXP. JOINT
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=III—III III—III SEE STRUCTURAL DRAWINGS
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Co
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O RAKE 2" MIN OVERLAP
'A166z/ O SIDE
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COVERED BY SHINGLES.
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O END
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DO NOT CROWD
PLACE SHINGLES
3/8" OVER EAVE
& RAKE EDGES
NON-CORRODINGO RAKES, CEMENT SHINGLE TO
METAL EAVE DRIP UNDERLAYMENT & TO EACH OTHER IN A 4"
WIDTH OF ASPHALT PLASTIC ROOF CEMENT
z
I
ROOF CEMENT
WALL SHEATHING
(7/16" OSB)
VINYL LAP SIDING
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HOMEWRAP
METAL FLASHING NAILED
TO ROOF DECK
/ CAP SHINGLE INSTALLED
W/ ROOF CEMENT. DO
NOT NAIL.
— SHINGLES
;1Ir2
RST�00U�RSEDETA�IL WALLFLASHING DETAIL
= 1 3= 1 —0
ATTIC VENTILATION CALCULATION -
RIDGE VENT TO PROVIDE 18 S.I. PER L.F.
SOFFIT VENT TO PROVIDE 9 S.I. PER L.F.
HOUSE = 1596 S.F.
1596 S.F. x 144 = 229,824 S.I./150 = 1532 S.I. REQUIRED
SOFFIT VENT = 168 L.F. x 9 = 1,512 S.I. PROVIDED
RIDGE VENT = 46 L.F. x 18 = 828 S.I. PROVIDED
GARAGE = 292 S.F.
292 S.F. x 144 = 42,048 S.I./150 = 280 S.I. REQUIRED
SOFFIT VENT = 49 L.F. x 9 = 441 S.I. PROVIDED
RIDGE VENT - 10 L.F. x 18 = 180 S.I. PROVIDED
ROOF CONTRACTOR TO CONFIRM VENTILATION TO
MEET FBC R 806,
CONTRACTOR USE RIDGE VENTS OR OFF -RIDGE
VENTS IN ORDER TO MEET THE VENTILATION
REQUIREMENTS PER THIS CODE & CALCULATION.
11 1/2" to 12 1/2" 11 11 1/2" to 12 1/2"
1 t 1 1/2" 1" to 1 2"
14 N • ` ROOF VENTS/PENETRATIONS:
SHINGLES
+ iO � 2FLASH.IING N ALLED ALL RIDGE VENTS AND PENETRATIONS TO BE
PER MANUFACTURER'S INSTALLED PER THE MANUFACTURER'S
R ENATIONS RECOMMENDATIONS-
APPLY ROOFNG CEMENT OR SELF ADHERING
FLASHING OVER VENT FLANGE AT THE HEAD
(D1
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III—III—III—III- — - A VAPOR BARRIER
—I I—I I—I I— —i —I SEE STRUCTURAL DRAWING
-I I I—I I IEEI I=1=I
-III—I �- ...'— < • .. —� -- 1/2" EXP. JOINT
' !=III I I ,' •• .' ' ' � —� -
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A STEMWALL
Q _ CONT. CONCRETE FOOTING
=III—III III—III SEE STRUCTURAL DRAWINGS
WALL SECTION
�A4 SCALE: 1 /2" = V-0"
Co
DRIP EDGE ON ROOF DECK
TOP OF
UNDERLAYMENT
O RAKE 2" MIN OVERLAP
'A166z/ O SIDE
36" WIDE UNDERLAYMENT
INSTALLEDW/0 WRINKLES.
USE ONLY ENOUGH NAILS
TO HOLD IN PLACE UNTIL
COVERED BY SHINGLES.
/ NON -CORRODING
METAL DRIP
EDGE
4' MIN OVERLAP
O END
UNDERLAYMENT
ON TOP OF DRIP
EDGE O EAVES
A UNDERLAYMENT DETAIL
1 2 — 1 0 4�sz o<� sopa
PLACE SHINGLES
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& RAKE EDGES
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TRIMTRIM TABS FROM
FROM ENDD OOF F
1ST SHINGLE STARTER COURSE
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PLACE SHINGLES
CLOSE TOGETHER BUT
DO NOT CROWD
PLACE SHINGLES
3/8" OVER EAVE
& RAKE EDGES
NON-CORRODINGO RAKES, CEMENT SHINGLE TO
METAL EAVE DRIP UNDERLAYMENT & TO EACH OTHER IN A 4"
WIDTH OF ASPHALT PLASTIC ROOF CEMENT
z
I
ROOF CEMENT
WALL SHEATHING
(7/16" OSB)
VINYL LAP SIDING
OVER TYVEK
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METAL FLASHING NAILED
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/ CAP SHINGLE INSTALLED
W/ ROOF CEMENT. DO
NOT NAIL.
— SHINGLES
;1Ir2
RST�00U�RSEDETA�IL WALLFLASHING DETAIL
= 1 3= 1 —0
ATTIC VENTILATION CALCULATION -
RIDGE VENT TO PROVIDE 18 S.I. PER L.F.
SOFFIT VENT TO PROVIDE 9 S.I. PER L.F.
HOUSE = 1596 S.F.
1596 S.F. x 144 = 229,824 S.I./150 = 1532 S.I. REQUIRED
SOFFIT VENT = 168 L.F. x 9 = 1,512 S.I. PROVIDED
RIDGE VENT = 46 L.F. x 18 = 828 S.I. PROVIDED
GARAGE = 292 S.F.
292 S.F. x 144 = 42,048 S.I./150 = 280 S.I. REQUIRED
SOFFIT VENT = 49 L.F. x 9 = 441 S.I. PROVIDED
RIDGE VENT - 10 L.F. x 18 = 180 S.I. PROVIDED
ROOF CONTRACTOR TO CONFIRM VENTILATION TO
MEET FBC R 806,
CONTRACTOR USE RIDGE VENTS OR OFF -RIDGE
VENTS IN ORDER TO MEET THE VENTILATION
REQUIREMENTS PER THIS CODE & CALCULATION.
11 1/2" to 12 1/2" 11 11 1/2" to 12 1/2"
1 t 1 1/2" 1" to 1 2"
14 N • ` ROOF VENTS/PENETRATIONS:
SHINGLES
+ iO � 2FLASH.IING N ALLED ALL RIDGE VENTS AND PENETRATIONS TO BE
PER MANUFACTURER'S INSTALLED PER THE MANUFACTURER'S
R ENATIONS RECOMMENDATIONS-
APPLY ROOFNG CEMENT OR SELF ADHERING
FLASHING OVER VENT FLANGE AT THE HEAD
(D1
TARTER STRIP D ETAI L CDV4LL�Y D ETAI L INSTALL SHINGLE OVER THE VENT FLANGE HEAD
2= 1 —0 1 0
W
0 0 Q
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6.5:12
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ALIGN W/
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ARCHITECT:
Julianne
Overby, RA
Arehitec:tural. and Interior Design
j 1 zliarine N. Overby, R..A.
2452 Pullian Street
Jacksonville Beach, Florida 32250
904-704-8628
Email: jn.overby@att.net
Fl,..AR-0017060 • FL. ID -4621
CONTRACTOR.
CONTRACTING
g
DATE ISSUED.
NOVEMBER 27, 2018
.NOTE--
DO
OTE:DO NOT SCALE DRAWINGS.
IF PRINTED ON 11 "X17"
MEDIA, DRAWING SCALE
IS HALF -SIZED.
ROOF
--
PLAN
AND
TAILS
LL -
(n D_ � i+1
LL W
N O d
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N J X
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OU
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CD
W Z
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00
O�
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ARCHITECT:
Julianne
Overby, RA
Arehitec:tural. and Interior Design
j 1 zliarine N. Overby, R..A.
2452 Pullian Street
Jacksonville Beach, Florida 32250
904-704-8628
Email: jn.overby@att.net
Fl,..AR-0017060 • FL. ID -4621
CONTRACTOR.
CONTRACTING
g
DATE ISSUED.
NOVEMBER 27, 2018
.NOTE--
DO
OTE:DO NOT SCALE DRAWINGS.
IF PRINTED ON 11 "X17"
MEDIA, DRAWING SCALE
IS HALF -SIZED.
ROOF
--
PLAN
AND
TAILS
GENERAL NOTES
ALL -THREAD NOTES
1. CODES USED: 2017 FLORIDA BUILDING CODE, RESIDENTIAL EDITION AND EXISTING BUILDING 1. ALL -THREAD CONNECTORS TO BE 3/8" DIAMETER BARS PLACED A 4' O.C. IN ALL BEARING
EDITION, ACI, NDS, APA AND ASCE7-10. WALLS, UNLESS NOTED OTHERWISE ON PLANS.
2. THE ALTERATIONS FOUND WITHIN THESE PLANS ARE DESIGNATED LEVEL 2 ALTERATIONS IN 2. ALL -THREAD USED IN SHEARWALL AND HIGH UPLIFT TRUSS HOLDOWN APPLICATIONS MAY BE
COMPLIANCE WITH SECTION 301.1.2 OF THE EXISTING BUILDING CODE. COUNTED AS PART OF THE DESIGNATED O.C. SPACING.
3. ALL DESIGN, CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH APPLICABLE 3. PLACE ALL -THREAD RODS WITHIN 6" TO 10" OF EACH CORNER AN AT EACH INTERSECTION OF
CODES AND AUTHORITIES HAVING JURISDICTION OVER THE WORK. BEARING WALLS. RECOMMENDED INSTALLATION SEQUENCE IS:
4. CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS AT THE JOB SITE PRIOR TO A. PLACE SHEARWALL RODS (SPECIFIED ON PLANS)
COMMENCING CONSTRUCTION. B. PLACE HIGH UPLIFT RODS (SPECIFIED ON PLANS)
C. PLACE CORNER RODS
5. DETAILS FOUND WITHIN THESE DRAWINGS SHALL BE ASSUMED TO BE TYPICAL DETAILS FOR D. PLACE ALL OTHER RODS.
THIS JOB ONLY. DETAILS SHALL GOVERN CONSTRUCTION FOR THIS JOB UNLESS NOTED
OTI IERWISE ON THE PLANS. 4. ALL -THREAD SHALL BE DRILLED AND EPDXIED INTO FOOTING WITF SIMPSON SET EPDXY
SYSTEM, OR APPROVED EQUIVALENT. ALL -THREAD EMBEDMENTS OR SHEAR WALLS AND HIGH
6. SUBSURFACE SOIL CONDITIONS WERE NOT AVAILABLE AT THE TIME OF THIS DESIGN. THE UPLIFT TRUSS CONNECTIONS ARE SPECIFIED IN THEIR RESPECTIVE
DETAILS.
OWNER SHALL PROVIDE TO THE CONTRACTOR A REPORT OF THE SUBSURFACE CONDITIONS.
SOIL, PREPARATIONS NOTED IN SAID REPORT SHALL BE FOLLOWED UNLESS MORE STRINGENT 5. WHERE NECESSARY, ALL -THREAD COUPLERS SHALL BE RATED NOT LESS THAN 3200 LBS.
DE%IGN IS SPECIFIED WITHIN THESE PLANS. DESIGN OF THIS STRUCTURE WAS PERFORMED
ASSUMING 2500 PSF SOIL CAPACITY. 6. MINIMUM EMBEDMENT OF ALL -THREAD SHALL BE:
7. THE SCOPE OF WORK OF THIS PROJECT IS LIMITED TO THE CHANGES SHOWN ON THESE PLANS,
3.
6" - TYPICAI WALLS, MONOLITHIC FOOTING
RESSIVE STRENGTH OF 8,000
THE SCOPE OF WORK SPECIFICALLY EXCLUDES ANY AND ALL ARCHITECTURAL,
1.0
7" - EXTERIOR WALLS, STEMWALL FOOTING
II
WATERPROOFING, MECHANICAL, PLUMBING OR ELECTRICAL WORK.
-26.6
8"- MASONRY WALLS
22.9
8. EXISTING STRUCTURES ARE SHOWN ON DRAWINGS FOR CLARITY ONLY. VERIFY ALL
7.
ALL -THREAD EMBEDMENTS FOR SHEARWALLS AND HIGH UPLIFT C
DNNECTIONS ARE SHOWN IN
EXISTING/NEW ELEVATIONS AND TYPE OF CONSTRUCTION OF THOSE STRUCTURES, AND
21.6
THEIR RESPECTIVE DETAILS ON THIS SHEET.
-27.2
NOTIFY ENGINEER IMMEDIATELY BEFORE BEGINNING NEW CONSTRUCTION OF ANY
-24.0
100-200
j 20.8
INTERFERENCES AND/OR DISCREPANCIES THAT MIGHT EXIST BETWEEN CONSTRUCTION
8.
USE 2" SQUARE WASHERS ON ALL -THREAD AND ANCHOR BOLT LO
ATIONS, U.N.O.
DOCUMENTS AND/OR ACTUAL FIELD CONDITIONS. THE CONTRACTOR SHALL PROVIDE ALL
INSTALLATION OF EPDXY. HOLES SHALL BE FREE OF ALL DELE
ERIOUS MATERIAL SUCH AS
TEMPORARY BRACING/SHORING, TEMPORARY SUPPORTS AND OTHER SUCH ITEMS OR OTHER
9.
WHERE THREADED RODS ARE NOT ABLE TO BE INSTALLED DUE TO
FIELD LIMITATIONS, IT IS
MEASURES NECESSARY TO PROTECT THE STRUCTURE AND ANY PERSONNEL DURING
6.
ACCEPTABLE TO PLACE A DOUBLE 2X STUD GROUP. FASTEN STUDS
TOGETHER WITH (1) ROW
CONSTRUCTION. THE DESIGN ADEQUACY AND SAFETY OF ABOVE ITEMS ARE THE SOLE
OF 10d NAILS. FASTEN THE STUDS TO THE TOP AND BOTTOM PLAT
:_:S WITH (2) SPH. PLACE A 1/2"
RESPONSIBILITY OF THE CONTRACTOR.
ANCHOR BOLT WITH 6" EMBEDMENT WITHIN 6" OF DOUBLE STUD GROUP.
"D WORK REQUIRED IN THIS
CONCRETE NOTES
PROJECT. A NOTARIZED CERTIFICATION FROM THE MANUFACTURER
ATTESTING TO THE
7.2. WHERE POSTS ARE CALLED OUT, HEADERS SHALL BEAR FULLY ON POSTS.
10.
IN LOCATIONS WHERE SECOND FLOOR BEARING WALLS BEAR ON
EAMS/HEADERS BELOW, IT IS
1. ALL REINFORCED CONCRETE WORK SHALL BE IN CONFORMANCE WITH ACI 318, LATEST
Q
CO
ACCEPTABLE TO DRILL THE THREADED RODS THROUGH THE HEAE
ER AND FASTEN THE BOTTOM
EDITION, "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE", AND ACI 301, LATEST
c) >
U
OF THE ROD WITH A 3" SQ WASHER AND NUT.
N
EDITION, "SPECIFICATIONS FOR STRUCTURAL CONCRETE".
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M a)
SHEATHING NOTES
2. ALL CONCRETE SHALL BE NORMAL WEIGHT CONCRETE, (145 PCF +/-) ALL CEMENT SHALL
0 WAY
��'�
CONFORM TO ASTM C150, TYPE 1. MAXIMUM AGGREGATE SIZE SHALL BE %" INCHES FOR
FOR WALL SHEATHING:
FOUNDATIONS, AND %4" FOR ALL SLABS AND SHALL CONFORM TO ASTM C33.
1.
FOR STUCCO AND STONE: MIN OSB OR PLYWOOD, SPA
RATING 32/16, INSTALLED
- C7 N 328
32"
3. MINIMUM CONCRETE COMPRESSIVE STRENGTH OF ALL CONCRETE IS 3000 PSI AT 28 DAYS.
VERTICALLY, OR MIN 16" OSB OR PLYWOOD, SPAN RATING 32/16, INSTALLED
HORIZONTALLY, TO
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WALL FRAMING. FASTEN WITH 8d NAILS AT 6" O.C. ON EDGE, 12" O.C.
IN FIELD.
4. 4" 3000PSI CONCRETE SLAB WITH 6X6 W1.4 X W1.4 WWM OR 1/2" FIBERMESH OVER A 6 MIL.
2.
FOR ALL OTHER VENEER: MIN -s" OSB OR PLYWOOD, SPA
RATING 24/16, INSTALLED
VAPOR BARRIER AND TERMITE TREATED SOIL.
VERTICALLY OR HORIZONTALLY, TO WALL FRAMING. FASTEN WITH
8d NAILS AT 6" O.C. ON EDGE,
12" O.C. IN FIELD (BLOCKED PANEL EDGES) OR 6" O.C. EDGE A
D FIELD (UNBLOCKED PANEL
5. THE FILL BELOW THE FOUNDATION SHOULD BE FREE OF DEBRIS, ORGANIC MATERIAL,
EDGES).
COHESIVE SOILS OR ANY OTHER DELETERIOUS MATERIAL. SOIL MUST BE COMPACTED TO 95%
3.
FOR CURVED WALLS: TWO (2) LAYERS OF 4" PLYWOOD. FASTEN
ITH 10d NAILS AT 6" O.C. ON
MODIFIED PROCTOR MAXIMUM DRY DENSITY FOR TWO FEET BELOW THE BOTTOM OF THE
EDGE AND 12" O.0 IN FIELD. OUTER LAYER OF PLYWOOD PANEL
EDGES MUST BE LAPPED 24"
FOOTING.
MIN WITH INNER LAYER. SHIM FRAMING AS NEEDED FOR TIGHT FIT,
6. ALL REINFORCEMENT SHALL BE GRADE 40 DEFORMED BARS CONFORMING TO ASTM -A615. ALL FOR ROOF SHEATHING:
CONCRETE REINFORCEMENT SHALL BE FABRICATED, INSTALLED, SUPPORTED AND SPACED IN 1. FOR SHINGLE AND METAL ROOF: MIN 17', OSB OR PLYWOOD, S AN RATING 24/16, INSTALLED
FORMS AND SECURED IN PLACE IN ACCORDANCE WITH ACI 315, "DETAILS AND DETAILING OF PERPENDICULAR TO ROOF FRAMING. FASTEN WITH 8d NAILS AT 6" O.C. ON EDGE, 12" O.C. IN
CONCRETE REINFORCEMENT". FIELD.
2. FOR TILE ROOF: MIN J5" PLYWOOD, SPAN RATING 32/16, INSTALLED PERPENDICULAR TO ROOF
7. CONTRACTOR SHALL VERIFY DIMENSIONS AND LOCATIONS OF ALL SLOTS, PIPE SLEEVES, ETC., FRAMING. FASTEN WITH 8d NAILS AT 6" O.C. ON EDGE, 12" O.C. IN FIELD.
AS REQUIRED FOR MECHANICAL TRADES BEFORE CONCRETE IS PLACED. 3. SINGLE CLIP PANEL EDGES. INSTALL PANELS CONTINUOUS OVEF TWO OR MORE SPANS WITH
STAGGERED END JOINTS. WHERE PANELS ARE INSTALLED OVER INGLE SPANS DUE TO FIELD
8. VERTICAL AND HORIZONTAL REINFORCEMENT WILL BE LAPPED FOR 36 BAR DIAMETERS OR 2411, CONDITIONS, BLOCK PANELS AT 12" O.C.
WHICHEVER IS GREATER.
FOR FLOOR DECKING:
9. CORNER REINFORCEMENT SHALL BE LAPPED 25". 1. MIN J" T&G OSB OR PLYWOOD, SPAN RATING 48/24, INSTALLEDPERPENDICULAR TO FLOOR
FRAMING. FASTEN WITH 8d NAILS AT 6" O.C. ON EDGE, 12" O.C. INFIELD.
10. REINFORCEMENT SHALL HAVE THE FOLLOWING COVER REQUIREMENTS; 2. USE OF APA RATED STURD-I-FLOOR IS ALLOWED WITH A MINIMUMSPAN RATING OF 48/24 AND
10.1. 3" FOR CONCRETE CAST AND PERMANENTLY EXPOSED TO EARTH
10.2. 2" FOR CONCRETE EXPOSED TO EARTH AND WEATHER MINIMUM 4" THICKNESS.
10.3. 11/2" FOR CONCRETE NOT EXPOSED TO WEATHER OR EARTH FOR THE PRIMARY FOR PORCH CEILING SHEATHING:
REINFORCEMENT.
1. MIN 8" OSB OR PLYWOOD, SPAN RATING 24/0, INSTALLED PERPENDICULAR TO CEILING FRAMING.
11. ONLY DIMENSIONS FOUND ON THE FOUNDATION PLAN BY ALEXANDER GRACE CONSULTING, FASTEN WITH 8d NAILS AT 3" O.C. ON EDGE, 12" O.C. IN FIELD.
INC., SHOULD BE USED FOR FOUNDATION CONSTRUCTION. IF DIMENSIONS CAN NOT BE
DETERMINED FROM FOUNDATION PLAN, CONTACT THE ENGINEER OF RECORD. EPDXY NOTES
12. STEM WALL TO BE A MAXIMUM OF SIX (6) COURSES TALL. CONTACT ENGINEER OF RECORD IF 1
STEM WALL WILL EXCEED SIX (6) COURSES IN HEIGHT.
13. WHERE THREADED RODS ARE EMBEDDED 12" INTO STEM WALLS, THE TOP TWO COURSES OF
STEM WALL MUST BE FILLED. 2
FRAMING NOTES
1. DESIGN OF WOOD COMPONENTS IN THIS STRUCTURE IS BASED ON THE 2017 FLORIDA BUILDING
CODE, RESIDENTIAL EDITION AND THE NATIONAL DESIGN SPECIFICATION FOR WOOD
CONSTRUCTION.
2. DESIGN LOADING FOR THIS STRUCTURE IS FOUND IN THE LOAD TABLE ON THIS SHEET.
ANCHOR BOLTS, REINFORCING STEEL, THREADED RODS, STAIR HANDRAILS, AND OTHER
EMBEDDED STEEL ITEMS SHALL BE SET INTO HARDENED CONCI ,,ETE WITH EPDXY OR EPDXY
GROUT ONLY WHERE DETAILED ON THE DRAWINGS OR WHERE APPROVED BY THE ENGINEER.
MANUFACTURER'S DATA FOR ALL EPDXY AND EPDXY GROUTS ALL BE SUBMITTED TO THE
ENGINEER FOR APPROVAL PRIOR TO INSTALLATION. ACCEPTABLE EPDXY PRODUCTS ARE:
HILTI HY150, HILTI HSE2421, SIMPSON STRONG -TIE SET OR APPROVED EQUAL.
IN USING THE ABOVE PRODUCTS, FOLLOW STRICTLY THE MANU ACTURER'S SPECIFICATIONS
AND DIRECTIONS FOR MIXING AND APPLICATION. HEED ALL BEL WARNINGS. INSTALL IN
ACCORDANCE WITH APPLICABLE SAFETY LAWS.
SIMPSON STRONG -TIE JOIST HANGERS OR EQUAL PER APPROVAL OF THE ENGINEER OF
RECORD.
PER THE DETAILS. HANGERS SHALL BE NAILED WITH NAILS MEETING THE DIAMETER AND LOAD TABLE
COMPONENT A114D CLADDING
8. ALL NAILS SHALL BE COMMON NAILS, UNLESS OTHERWISE NOTED. NAIL SIZES ARE DEFINED ROOF:
BELOW: LIVE LOAD:
DEAD LOAD:
8d = 0.131" x 2-1/2"
10d = 0.148" x 3" CEILING:
12d = 0.148" x 3-1/4" LIVE LOAD:
16d = 0.162" x 3-1/2" LIVE LOAD -STORAGE
9. WHERE FRAMING DETAILS SHOW FOOTINGS, SEE FOOTING DETAILS ON THE FOUNDATION PLAN DEAD LOAD:
AND/OR THE FOOTING DETAILS SHEET. FLOOR:
10. CONVENTIONAL FRAMING LUMBER IS 2x No.2 SYP UNLESS NOTED OTHERWISE. LIVE LOAD:
DEAD LOAD:
DECK LIVE LOAD:
WIND LOADS:
20.0 PSF DESIGN PRESS
7.0 PSF
0.0 PSF
30.0 PSF
10.0 PSF
40.0 PSF
10.0 PSF
50.0 PSF
WIND SPEED:
3.
ALL EPDXY AND EPDXY GROUT SHALL DEVELOP A MINIMUM COM
RESSIVE STRENGTH OF 8,000
3. ALL FRAMING ANCHORS SHOWN ON PLANS ARE SIMPSON. ALTERNATE CONNECTORS ARE
1.0
PSI AND TENSILE STRENGTH OF 2,300 PSI.
II
ACCEPTABLE PROVIDED EQUAL OR GREATER CAPACITIES ARE ACHIEVED. CONTACT ENGINEER
-26.6
INTERIOR PRESSURE
22.9
OF RECORD IF EQUAL CAPACITIES ARE NOT APPARENT.
4.
ALL HOLES SHALL BE DRILLED WITH A DIAMETER NO LARGER THAN
1/8" GREATER THAN THE
50-100
21.6
DIAMETER OF THE STEEL MEMBER BEING INSTALLED.
-27.2
4. ALL WOOD DIRECTLY EXPOSED TO CONCRETE, MASONRY OR SOIL SHALL BE PRESSURE
-24.0
100-200
j 20.8
TREATED.
5.
ALL HOLES SHALL BE CLEANED WITH COMPRESSED AIR AND
SHALL BE DRY PRIOR TO
INSTALLATION OF EPDXY. HOLES SHALL BE FREE OF ALL DELE
ERIOUS MATERIAL SUCH AS
5. ALL WOOD DIRECTLY EXPOSED TO WEATHER SHALL BE PRESSURE TREATED.
LAITANCE, DUST, DIRT, AND OIL.
N
6. NAILS OR CONNECTORS EXPOSED TO WEATHER SHALL BE GALVANIZED.
6.
CONTRACTOR PERFORMING EPDXY WORK SHALL BE AN APPR
VED CONTRACTOR BY THE
U N
MANUFACTURER FURNISHING THE EPDXY MATERIALS, AND SHALL
HAVE NO LESS THAN FIVE
7. DIMENSION LUMBER
YEARS EXPERIENCE IN THE VARIOUS TYPES OF EPDXY RELAT
"D WORK REQUIRED IN THIS
7.1. ALL MEMBER SIZES GIVEN IN THE DRAWINGS ARE NOMINAL DIMENSIONS
PROJECT. A NOTARIZED CERTIFICATION FROM THE MANUFACTURER
ATTESTING TO THE
7.2. WHERE POSTS ARE CALLED OUT, HEADERS SHALL BEAR FULLY ON POSTS.
TRAINING SHALL BE SUBMITTED TO THE ENGINEER/ARCHITECT AL
NG WITH THE PROPOSAL TODO
7.3. ALL BEAMS AND JOISTS NOT BEARING ON SUPPORTING MEMBERS SHALL BE FRAMED WITH
Q
CO
THE WORK.
SIMPSON STRONG -TIE JOIST HANGERS OR EQUAL PER APPROVAL OF THE ENGINEER OF
RECORD.
PER THE DETAILS. HANGERS SHALL BE NAILED WITH NAILS MEETING THE DIAMETER AND LOAD TABLE
COMPONENT A114D CLADDING
8. ALL NAILS SHALL BE COMMON NAILS, UNLESS OTHERWISE NOTED. NAIL SIZES ARE DEFINED ROOF:
BELOW: LIVE LOAD:
DEAD LOAD:
8d = 0.131" x 2-1/2"
10d = 0.148" x 3" CEILING:
12d = 0.148" x 3-1/4" LIVE LOAD:
16d = 0.162" x 3-1/2" LIVE LOAD -STORAGE
9. WHERE FRAMING DETAILS SHOW FOOTINGS, SEE FOOTING DETAILS ON THE FOUNDATION PLAN DEAD LOAD:
AND/OR THE FOOTING DETAILS SHEET. FLOOR:
10. CONVENTIONAL FRAMING LUMBER IS 2x No.2 SYP UNLESS NOTED OTHERWISE. LIVE LOAD:
DEAD LOAD:
DECK LIVE LOAD:
WIND LOADS:
20.0 PSF DESIGN PRESS
7.0 PSF
0.0 PSF
30.0 PSF
10.0 PSF
40.0 PSF
10.0 PSF
50.0 PSF
WIND SPEED:
130 MPH
EXPOSURE:
C
IMPORTANCE:
1.0
BUILDING CATEGORY:
II
ENCLOSED BUILDING:
-26.6
INTERIOR PRESSURE
22.9
COEFFICIENT:
0.18
ROOF PITCH: MATCH EXISTING
RES
EFFECTIVE
AREA, SF
END ZONE
PSF
INTERIOR ZONES,
PSF
0-20
24.4
FIRST LEVEL WALL / SECOND LEVEL
-32.0
24.4
-26.6
20-50
22.9
PLAN
-28.8
22.9
-25.3
50-100
21.6
a
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-27.2
21.6
-24.0
100-200
j 20.8
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-24.4
20.8
-22.9
SHEET INDEX
S0.01
COVER PAGE/GENERAL NOTES
S1.01
FOUNDATION PLAN AND DETAILS
S2.01
FIRST LEVEL WALL / SECOND LEVEL
N
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FLOOR PLAN
S2.02
SECOND LEVEL WALL AND ROOF
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VAPOR BARRIER AND TERMITE TREATED SOIL.
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THREE-STORY: X = 20" WITH (3) #5
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2 INTERIOR BEARING FOOTING
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UNO. FASTEN HEADER LUMBER TOGETHER USING (2) ROWS OF 16d (0.148" X
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NUMBER OF PLIES IN HEADER
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DETAIL NUMBER
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EZ ALL OTHER GLAZING LOCATED ON EXTERIOR OF
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PRESSURES," ON COVER SHEET.
GABLE BRACING LOCATION.
OVERIFY OR PLACE STUD GROUP UNDER BEAM BEARING. NUMBER OF
A STUDS EQUALS THAT OF BEAM PLY, MIN 2 STUDS, UNO ON PLAN.
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THREADED ROD IS WITHIN 12" OF BEARING, NO LTT20B IS REQUIRED.
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B WITH (2) MSTA24. FASTEN POST TO FOOTING WITH ABU66. USE 10d
NAILS IN ALL HOLES.
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FIELD.
OADD SECOND PLY OF 7/16" OSB TO GARAGE RETURN. FASTEN WITH
F 10d NAILS AT 4" O.C. ON EDGE, 8" O.C. IN FIELD. VERIFY ANCHOR
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HEADERS:
ALL HEADERS ARE (2) 2x6 No. 2 SYP WITH TWO KINGS AND ONE CRIPPLE,
UNO. FASTEN HEADER LUMBER TOGETHER USING (2) ROWS OF 16d (0.148" X
3.5") COMMON NAILS AT 12" ON CENTER. USE OSB SHIMS AS NECESSARY TO
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ARE NOTED ON THE PLAN.
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EZ ALL OTHER GLAZING LOCATED ON EXTERIOR OF
STRUCTURE WILL BE CLASSIFIED AS INTERIOR
ZONE. SEE "COMPONENT AND CLADDING DESIGN
PRESSURES," ON COVER SHEET.
GABLE BRACING LOCATION.
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A STUDS EQUALS THAT OF BEAM PLY, MIN 2 STUDS, UNO ON PLAN.
FASTEN BEAM TO STUD GROUP WITH (2) MSTA24. FASTEN STUD
GROUP TO FOOTING WITH LTT20B. USE 10d NAILS IN ALL HOLES. IF
THREADED ROD IS WITHIN 12" OF BEARING, NO LTT20B IS REQUIRED.
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FIELD.
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STUD MATERIAL: 2x No. 2 SPF, UNO.
HEADERS:
ALL HEADERS ARE (2) 2x6 No. 2 SYP WITH TWO KINGS AND ONE CRIPPLE,
UNO. FASTEN HEADER LUMBER TOGETHER USING (2) ROWS OF 16d (0.148-'X
3.5") COMMON NAILS AT 12" ON CENTER. USE OSB SHIMS AS NECESSARY TO
MAKE THE HEADER THICKNESS EQUAL TO THAT OF THE WALL IT IS IN. SEE
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NUMBER OF PLIES IN HEADER
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ARE NOTED ON THE PLAN.
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DETAIL NUMBER
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EZ ALL OTHER GLAZING LOCATED ON EXTERIOR OF
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GABLE BRACING LOCATION.
OVERIFY OR PLACE STUD GROUP UNDER BEAM BEARING. NUMBER OF
A STUDS EQUALS THAT OF BEAM PLY, MIN 2 STUDS, UNO ON PLAN.
FASTEN BEAM TO STUD GROUP WITH (2) MSTA24. FASTEN STUD
GROUP TO FOOTING WITH LTT20B. USE 10d NAILS IN ALL HOLES. IF
THREADED ROD IS WITHIN 12" OF BEARING, NO LTT20B IS REQUIRED.
OPLACE 6x6 POST UNDER BEAM BEARING. FASTEN BEAM TO POST
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FIELD.
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STUD MATERIAL: 2x No. 2 SPF, UNO.
HEADERS:
ALL HEADERS ARE (2) 2x6 No. 2 SYP WITH TWO KINGS AND ONE CRIPPLE,
UNO. FASTEN HEADER LUMBER TOGETHER USING (2) ROWS OF 16d (0.148-'X
3.5") COMMON NAILS AT 12" ON CENTER. USE OSB SHIMS AS NECESSARY TO
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ARE NOTED ON THE PLAN.
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GABLE BRACING LOCATION.
OVERIFY OR PLACE STUD GROUP UNDER BEAM BEARING. NUMBER OF
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THREADED ROD IS WITHIN 12" OF BEARING, NO LTT20B IS REQUIRED.
OPLACE 6x6 POST UNDER BEAM BEARING. FASTEN BEAM TO POST
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FIELD.
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Sheet No.
_SECOND LEVEL ROOF PLAN IS2.02
AT ROOF
AT FLOOR
FOR HEADERS 4FT LONG OR
ABOVE, FASTEN TOP PLATE TO
HEADER WITH SPH AT 24" O.C. OR
STUDS TO BOTTOM PLATE WITH
SDWC15450 AT 32" O.C.
2X No.2 SYP BOTTOM PLATE FASTENED
TO FLOOR TRUSS WITH SDWC15600 AT
24" O.C. FASTEN TO BAND BOARD WITH
10d NAILS AT 12" O.C.
CONT. 2X4 No.2 SYP BAND BOARD
FLOOR TRUSS SYSTEM BY OTHERS.
4" GAP BETWEEN UPPER AND LOWER
PANEL. WATERPROOF BY OTHERS.
(2) 2x NO. 2 SYP TOP PLATE TO TRUSS
WITH SDWC15600 AT 48" O.C.
STUDS TO TOP PLATE WITH SDWC15600
AT 32" O.C.
SEE STUD TABLE ON COVER PAGE FOR
STUDS SIZE AND SPACING. UNLESS
NOTED OTHERWISE ON PLAN.
WHERE WALLS ARE EXISTING, VERIFY
EXISTING STUD SIZES MATCH STUD
TABLE REQUIREMENTS. ALL
CONNECTORS STILL APPLY.
STUDS TO BOTTOM PLATE WITH
SDWC15450 AT 32" O.C.
2x PT NO.2 SYP BOTTOM PLATE.
FASTEN TO FOOTING WITH 1/2"X6"
ANCHOR BOLTS OR TITEN ANCHORS AT
48" O.C. AND AT EACH SIDE OF BOTTOM
PLATE SPLICES.
SEE FOUNDATION PLAN FOR FOOTING
SPECIFICATIONS.
AT FOUNDATION
1 TYPICAL WALL SECTION
3/4" = 1'-0"
SEE SHEATHING NOTES FOR ROOF, WALL
AND FLOOR SHEATHING SPECIFICATIONS.
BOTTOM PLATE TO KING/CRIPPLE
STUDS WITH SDWC15450.
BOTTOM PLATE TO BAND
BOARD/TRUSS BELOW WITH
SDWC15450 AT 12" O.C.
KING STUDS TO BOTTOM PLATE
WITH SPH OR (1) SDWC15450.
PLACE 1/2" ANCHOR BOLTS PER
THE TYPICAL WALL SECTION.
TOP PLATE TO TRUSS ABOVE WITH
a SDWC15600 AT 12" O.C. OR AT
g EACH TRUSS INTERSECTION.
P TOP PLATE TO STUDS WITH
SDWC15600 AT 32" O.C.
p
s FOOTING PER FOUNDATION PLAN.
2 TYPICAL HEADER FRAMING DETAIL
3/4 11-01,
F_-------
�F ------
-------
BRACE FASTENS TO FOgR TRUSSES. APPLY
BRACE AS CLOSE TO 45° AS POSSIBLE.
TOP PLATE TO GARAGE
HEADER CONNECTION:
SDWC15600 AT 12" OR SSP AT
24" O.C. WITH (12) 10dX1-1/2"
COMMONS.
TOP PLATE TO KING STUD
CONNECTION: (2) SDWC15600
OR (2) SSP WITH (12) 10dX1-1/2"
COMMONS AT EACH END OF
HEADER.
CRIPPLES TO HEADER WITH
MSTA18 OR (1) SDWC15600.
GARAGE DOOR HEADER. SEE
FRAMING PLANS FOR SIZE AND
PLIES.
FASTEN ADJACENT STUDS W/
(2) ROWS 10d COMMON NAILS @
8" O.C., STAGGERED.
FASTEN SHEATHING TO
EXTERIOR OF RETURNS &
ABOVE DOOR W/ 8d @ 3" O.C.
ON EDGE, 12" O.C. IN FIELD.
LTT131 FOR GARAGE HEADER
CRIPPLES. ALL HOLES FILLED
WITH 10d NAILS.
GARAGE SLAB
p
If,i 1 1 11, III, I I
3 TYPICAL GARAGE OPENING DETAIL
3/4" = 1'-0"
7/16" OSB. SEE TYPICAL WALL SECTIONS FOR
FASTENING.
TRUSS COMPRESSION WEB TO BE BRACED. SEE
TRUSS ENGINEERING BY OTHERS FOR LATERAL
BRACE LOACTIONS.
1x4 No.3 SYP X -BRACE APPLIED TO FRONT FACE OF
BRACED WEB, FASTENED TO EACH WEB WITH (2) 8D
NAILS.
1x4 No.3 SYP LATERAL BRACE APPLIED TO BACK
FACE OF BRACED WEB WITH (2) 8d NAILS.. SEE
TRUSS ENGINEERING FOR LATERAL BRACING
LOCATIONS. IF LAPPING IS REQUIRED, LAP AS
SHOWN OVER (2) TRUSSES.
5 PE ,MANENT TRUSS BRACING
3/4"= -0
WOOD -FRAMED WALL. SEE SECTION 1/S3.01 FOR
DETAILS.
2X6 LEDGER FASTENED TO STUDS WITH (3) 1/4"X4"
WOOD SCREWS PER INTERSECTION OF STUD AND
LEDGER.
2X6 RAFTERS AT 24" O.C. FASTEN TO LEDGER WITH A35.
FASTEN TO BEAM WITH H2.5A.
3X6 DECK BEAM. FASTEN TO CORBEL WITH H2.5A WITH
ALL HOLES FILLED WITH 10d NAILS.
4X4 HORIZONTAL BRACE. FASTEN TO BRACE POST WITH
(2) 1/4"X5" LAG SCREWS.
4X4 BRACE POST. FASTEN TO DOUBLE STUD GROUP IN
EXISTING WALL WITH (2) 1/4"X6" LAG SCREWS AT 6" O.C.
VERTICALLY. NOTCH POST AROUND LEDGER AT TOP.
FASTEN NOTCHED POST WITH (2) 1/4"X5" LAG SCREWS
THROUGH LEDGER AND INTO BAND BOARD.
4X6 DIAGONAL BRACE. LEAVE MINIMUM 3.5" THICKNESS
FOR STRENGTH. FASTEN TO VERTICAL AND
HORIZONTAL BRACE POST WITH 1/2" BOLT. COPE BRACE
2" MEMBERS AS NEEDED TO HIDE BOLT. MINIMUM 2" OF
WOOD TO REMAIN AS SHOWN.
8 CORBEL DETAIL
3/4 1'-0"
SVA
G
SHEARWALL SCHEDULE
SHEARWALL EDGE SPACINGSHEARWALL 'ANCHOR SIZE
DESIGNATION 8d NAILS ANCHOR AND EMBED
DEPTH
PSW 4" O.C. HDU4-SDS2.5 5/8",12'
SW23 3" O.C. HDU5-SDS2.5 5/81',12"
FASTEN SHEARWALL END STUDS
WITH SDWC15600.
STRUCTURAL SHEATHING
FASTENED TO FRAMING WITH 6d
NAILS AS SHOWN IN THE TABLE
BELOW. SEE COVER SHEET FOR
SHEATHING REQUIREMENTS.
HEADER KING STUDS ARE
ACCEPTABLE AS SHEAR WALL
END STUDS.
INSTALL DOUBLE STUD GROUP
AT EACH END OF SHEAR WALL.
FOR DOUBLE SHEAR WALLS, USE
(4) STUDS.
SEE TABLE BELOW FOR SHEAR
WALL HOLD DOWNS.
1/2 ANCHOR BOLTS AT 24" O.C.
BETWEEN SHEAR WALL ENDS.
EMBED 8" MINIMUM AND USE 3"
SQUARE WASHERS.
NOTES:
1. INTERIOR SHEAR WALLS ARE SHEATHED WITH 16" OSB.
2. OPENINGS IN SHEAR WALL SEGMENTS ARE PERMITTED ONLY IF SHOWN ON THE FRAMING PLAN.
SHEAR WALL NAILING PATTERN MUST BE PROVIDED ABOVE AND BELOW OPENINGS.
3_ SHEARWALL SECTIONS ARE NAILED AT 6" O.C. INFIELD. SEE TABLE FOR EDGE SPACING.
4. FOR SW2 DESIGNATION, INSTALL 48" MID -HEIGHT BLOCK.
4 SHEAR WALL ASSEMBLY DETAIL
3/4 V-011
2x STUDS. SEE TABLE.
SDWC15450 AT 32" O.C.
2X No.2 SYP BOTTOM PLATE FASTENED
TO LVL WITH 10d NAILS AT 24" O.C.
SECOND FLOOR STUD TO
BEAM: MSTA24 AT 32" O.C.
WITH (26) 10d NAILS.
SEE PLAN FOR LVL SIZE.
ROOF TRUSS
9 SECTION ON BEAM
3/4 1 0
7/16" OSB FASTENED TO FRAMING WI 8d AT 4" O.C.
ON EDGE, 8" O.C. IN FIELD.
BLOCK SHEETING EDGES WITHIN 4" OF GABLE END.
2x4 SYP OUTRIGGER AT 24" O.C. CLIP TO BALLOON
FRAMED TOP PLATE W/ SIMPSON H2.5 W/ (8) 8d
COMMONS.
BLOCK BETWEEN OUTLOOKERS.
GABLE TRUSS TOP CHORD
2x4 No.2 SYP X -BRACE. SEE PLAN FOR LOCATIONS.
EXTEND BACK 8' FROM GABLE. ATTACH TO GABLE
AND TRUSS VERTICALS W/ (3) 16d. WHERE TRUSS
VERTICALS DON'T EXIST, APPLY 2X4 No.2 SYP
VERTICALS WITH (3) 16d COMMONS AT EACH
INTERSECTION OF PROPOSED VERTICAL AND
EXISTING TRUSS MEMBER.
L -BRACE AS SPECIFIED BY TRUSS MANUFACTURER.
2x4x8' SYP LATERAL BRACE AT 48". APPLY (2) 16d
THROUGH DIAGONAL BRACE INTO EACH CEILING
JOIST.
FASTEN LATERAL BRACE TO GABLE BOTTOM CHORD
WITH (2) SIMPSON H2.5 WITH (8) 8d.
GABLE TRUSS TO WALL WITH SIMPSON MSTA12 WITH
(10) 10d AT 48" O.C.
GABLE BRACING DETAIL - TRUSS
TRUSS D03
EXISTING ROOF TRUSS
LUS26 OR HTU26
10 SECTION
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KING STUDS TO TOP PLATE WITH
TRUSS TO TOP PLATE CONNECTION:
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SDWC15600 INSTALLED FROM BELOW.
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STAGGERED. MINIMUM 24" LAP WITH (12)
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STUDS TO TOP PLATE WITH SDWC15600
AT 32" O.C.
NO.2 SYP HEADER, TYP. SEE
PLANS FOR SIZE, PLIES, AND
NUMBER OF KINGS AND CRIPPLES.
J
v
KING STUDS & CRIPPLES: (6) 16d
j
BETWEEN ADJACENT KING STUDS
i
AND CRIPPLES.
SEE STUD TABLE ON COVER PAGE FOR
STUDS SIZE AND SPACING. UNLESS
NOTED OTHERWISE ON PLAN.
STUDS TO BOTTOM PLATE WITH
SDWC15450 AT 32" O.C.
2X No.2 SYP BOTTOM PLATE FASTENED
TO FLOOR TRUSS WITH SDWC15600 AT
24" O.C. FASTEN TO BAND BOARD WITH
10d NAILS AT 12" O.C.
CONT. 2X4 No.2 SYP BAND BOARD
FLOOR TRUSS SYSTEM BY OTHERS.
4" GAP BETWEEN UPPER AND LOWER
PANEL. WATERPROOF BY OTHERS.
(2) 2x NO. 2 SYP TOP PLATE TO TRUSS
WITH SDWC15600 AT 48" O.C.
STUDS TO TOP PLATE WITH SDWC15600
AT 32" O.C.
SEE STUD TABLE ON COVER PAGE FOR
STUDS SIZE AND SPACING. UNLESS
NOTED OTHERWISE ON PLAN.
WHERE WALLS ARE EXISTING, VERIFY
EXISTING STUD SIZES MATCH STUD
TABLE REQUIREMENTS. ALL
CONNECTORS STILL APPLY.
STUDS TO BOTTOM PLATE WITH
SDWC15450 AT 32" O.C.
2x PT NO.2 SYP BOTTOM PLATE.
FASTEN TO FOOTING WITH 1/2"X6"
ANCHOR BOLTS OR TITEN ANCHORS AT
48" O.C. AND AT EACH SIDE OF BOTTOM
PLATE SPLICES.
SEE FOUNDATION PLAN FOR FOOTING
SPECIFICATIONS.
AT FOUNDATION
1 TYPICAL WALL SECTION
3/4" = 1'-0"
SEE SHEATHING NOTES FOR ROOF, WALL
AND FLOOR SHEATHING SPECIFICATIONS.
BOTTOM PLATE TO KING/CRIPPLE
STUDS WITH SDWC15450.
BOTTOM PLATE TO BAND
BOARD/TRUSS BELOW WITH
SDWC15450 AT 12" O.C.
KING STUDS TO BOTTOM PLATE
WITH SPH OR (1) SDWC15450.
PLACE 1/2" ANCHOR BOLTS PER
THE TYPICAL WALL SECTION.
TOP PLATE TO TRUSS ABOVE WITH
a SDWC15600 AT 12" O.C. OR AT
g EACH TRUSS INTERSECTION.
P TOP PLATE TO STUDS WITH
SDWC15600 AT 32" O.C.
p
s FOOTING PER FOUNDATION PLAN.
2 TYPICAL HEADER FRAMING DETAIL
3/4 11-01,
F_-------
�F ------
-------
BRACE FASTENS TO FOgR TRUSSES. APPLY
BRACE AS CLOSE TO 45° AS POSSIBLE.
TOP PLATE TO GARAGE
HEADER CONNECTION:
SDWC15600 AT 12" OR SSP AT
24" O.C. WITH (12) 10dX1-1/2"
COMMONS.
TOP PLATE TO KING STUD
CONNECTION: (2) SDWC15600
OR (2) SSP WITH (12) 10dX1-1/2"
COMMONS AT EACH END OF
HEADER.
CRIPPLES TO HEADER WITH
MSTA18 OR (1) SDWC15600.
GARAGE DOOR HEADER. SEE
FRAMING PLANS FOR SIZE AND
PLIES.
FASTEN ADJACENT STUDS W/
(2) ROWS 10d COMMON NAILS @
8" O.C., STAGGERED.
FASTEN SHEATHING TO
EXTERIOR OF RETURNS &
ABOVE DOOR W/ 8d @ 3" O.C.
ON EDGE, 12" O.C. IN FIELD.
LTT131 FOR GARAGE HEADER
CRIPPLES. ALL HOLES FILLED
WITH 10d NAILS.
GARAGE SLAB
p
If,i 1 1 11, III, I I
3 TYPICAL GARAGE OPENING DETAIL
3/4" = 1'-0"
7/16" OSB. SEE TYPICAL WALL SECTIONS FOR
FASTENING.
TRUSS COMPRESSION WEB TO BE BRACED. SEE
TRUSS ENGINEERING BY OTHERS FOR LATERAL
BRACE LOACTIONS.
1x4 No.3 SYP X -BRACE APPLIED TO FRONT FACE OF
BRACED WEB, FASTENED TO EACH WEB WITH (2) 8D
NAILS.
1x4 No.3 SYP LATERAL BRACE APPLIED TO BACK
FACE OF BRACED WEB WITH (2) 8d NAILS.. SEE
TRUSS ENGINEERING FOR LATERAL BRACING
LOCATIONS. IF LAPPING IS REQUIRED, LAP AS
SHOWN OVER (2) TRUSSES.
5 PE ,MANENT TRUSS BRACING
3/4"= -0
WOOD -FRAMED WALL. SEE SECTION 1/S3.01 FOR
DETAILS.
2X6 LEDGER FASTENED TO STUDS WITH (3) 1/4"X4"
WOOD SCREWS PER INTERSECTION OF STUD AND
LEDGER.
2X6 RAFTERS AT 24" O.C. FASTEN TO LEDGER WITH A35.
FASTEN TO BEAM WITH H2.5A.
3X6 DECK BEAM. FASTEN TO CORBEL WITH H2.5A WITH
ALL HOLES FILLED WITH 10d NAILS.
4X4 HORIZONTAL BRACE. FASTEN TO BRACE POST WITH
(2) 1/4"X5" LAG SCREWS.
4X4 BRACE POST. FASTEN TO DOUBLE STUD GROUP IN
EXISTING WALL WITH (2) 1/4"X6" LAG SCREWS AT 6" O.C.
VERTICALLY. NOTCH POST AROUND LEDGER AT TOP.
FASTEN NOTCHED POST WITH (2) 1/4"X5" LAG SCREWS
THROUGH LEDGER AND INTO BAND BOARD.
4X6 DIAGONAL BRACE. LEAVE MINIMUM 3.5" THICKNESS
FOR STRENGTH. FASTEN TO VERTICAL AND
HORIZONTAL BRACE POST WITH 1/2" BOLT. COPE BRACE
2" MEMBERS AS NEEDED TO HIDE BOLT. MINIMUM 2" OF
WOOD TO REMAIN AS SHOWN.
8 CORBEL DETAIL
3/4 1'-0"
SVA
G
SHEARWALL SCHEDULE
SHEARWALL EDGE SPACINGSHEARWALL 'ANCHOR SIZE
DESIGNATION 8d NAILS ANCHOR AND EMBED
DEPTH
PSW 4" O.C. HDU4-SDS2.5 5/8",12'
SW23 3" O.C. HDU5-SDS2.5 5/81',12"
FASTEN SHEARWALL END STUDS
WITH SDWC15600.
STRUCTURAL SHEATHING
FASTENED TO FRAMING WITH 6d
NAILS AS SHOWN IN THE TABLE
BELOW. SEE COVER SHEET FOR
SHEATHING REQUIREMENTS.
HEADER KING STUDS ARE
ACCEPTABLE AS SHEAR WALL
END STUDS.
INSTALL DOUBLE STUD GROUP
AT EACH END OF SHEAR WALL.
FOR DOUBLE SHEAR WALLS, USE
(4) STUDS.
SEE TABLE BELOW FOR SHEAR
WALL HOLD DOWNS.
1/2 ANCHOR BOLTS AT 24" O.C.
BETWEEN SHEAR WALL ENDS.
EMBED 8" MINIMUM AND USE 3"
SQUARE WASHERS.
NOTES:
1. INTERIOR SHEAR WALLS ARE SHEATHED WITH 16" OSB.
2. OPENINGS IN SHEAR WALL SEGMENTS ARE PERMITTED ONLY IF SHOWN ON THE FRAMING PLAN.
SHEAR WALL NAILING PATTERN MUST BE PROVIDED ABOVE AND BELOW OPENINGS.
3_ SHEARWALL SECTIONS ARE NAILED AT 6" O.C. INFIELD. SEE TABLE FOR EDGE SPACING.
4. FOR SW2 DESIGNATION, INSTALL 48" MID -HEIGHT BLOCK.
4 SHEAR WALL ASSEMBLY DETAIL
3/4 V-011
2x STUDS. SEE TABLE.
SDWC15450 AT 32" O.C.
2X No.2 SYP BOTTOM PLATE FASTENED
TO LVL WITH 10d NAILS AT 24" O.C.
SECOND FLOOR STUD TO
BEAM: MSTA24 AT 32" O.C.
WITH (26) 10d NAILS.
SEE PLAN FOR LVL SIZE.
ROOF TRUSS
9 SECTION ON BEAM
3/4 1 0
7/16" OSB FASTENED TO FRAMING WI 8d AT 4" O.C.
ON EDGE, 8" O.C. IN FIELD.
BLOCK SHEETING EDGES WITHIN 4" OF GABLE END.
2x4 SYP OUTRIGGER AT 24" O.C. CLIP TO BALLOON
FRAMED TOP PLATE W/ SIMPSON H2.5 W/ (8) 8d
COMMONS.
BLOCK BETWEEN OUTLOOKERS.
GABLE TRUSS TOP CHORD
2x4 No.2 SYP X -BRACE. SEE PLAN FOR LOCATIONS.
EXTEND BACK 8' FROM GABLE. ATTACH TO GABLE
AND TRUSS VERTICALS W/ (3) 16d. WHERE TRUSS
VERTICALS DON'T EXIST, APPLY 2X4 No.2 SYP
VERTICALS WITH (3) 16d COMMONS AT EACH
INTERSECTION OF PROPOSED VERTICAL AND
EXISTING TRUSS MEMBER.
L -BRACE AS SPECIFIED BY TRUSS MANUFACTURER.
2x4x8' SYP LATERAL BRACE AT 48". APPLY (2) 16d
THROUGH DIAGONAL BRACE INTO EACH CEILING
JOIST.
FASTEN LATERAL BRACE TO GABLE BOTTOM CHORD
WITH (2) SIMPSON H2.5 WITH (8) 8d.
GABLE TRUSS TO WALL WITH SIMPSON MSTA12 WITH
(10) 10d AT 48" O.C.
GABLE BRACING DETAIL - TRUSS
TRUSS D03
EXISTING ROOF TRUSS
LUS26 OR HTU26
10 SECTION
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