1 Ahern Street COMM18-0006 (Lifeguard Station Reno) - NB
Ebett Norman 13rady Architects
A 1 C H I T E C T 3
fiL"r1.A1k14171i117. E31F= PL117olH
O M w\ 1 cel -- U 4>06
REVIWED FOR CODE COMPUANCIL
ITY OF ATLANTIC BEACH
tIEE PERMITS FOR ADDITIONAL
R QUIREMENTS AND CONDITIONS
REVIEV FED BY:w,=� DATE: 'ZL l 4 .�
LOCATION MAP
DRAWING INDEX
SHEET NAME ISSUE REVISION
n Street NO. w DATE NO. DATE
G0.1 COVER SHEET 01-24-18 -
3RD ST m O
Atlantic Beach , FL ARCHITECTURAL
Ni z A2.1 FLOC ; PLANS DEMOLITION - - - -- - 01-24-18
ATLANTIC
o e OCEAN A2.2 FLOOR PLANS NEW CONSTRUCTION 01-24-18
� p
N 2ND ST p A3.1 EXTERIOR ELEVATIONS - DEMO (EAST & SOUTH) 01-24-18 -
S A3.2 EXTERIOR ELEVATIONS - DEMO NORTH &WEST 01-24-18 -
A3.3 EXTERIOR ELEVATIONS - NEW (EAST & SOUTH) - - 01-24-18 -ISSUE F P RN IT -
® m A3.4 EXTERIOR ELEVATIONS - NEW (NORTH & WEST) 01-24-18 - -
e
IST ST
PROJECT - - _ --- - - - - -- - - - -- --
A4.1 BUILDING SECTIONS _01-24-18 - -
LOCATION
-_- - --
A8.1 DOOR SCHEDULE /WINDOW DETAILS / INTERIOR ELEVATIONS 01-24-18 - -
STURDIVANT ST _ - -
AHERN ST AHERN ST A8.2 WIN DOW DETAILS 01-24 18 -
-
January
STRUCTURAL
A1A ATLANTIC BLVD
S0.1 STRUCTURAL NOTES -
S1.1 STRUCTURAL PLANS 01-24-18 - -
LES°N ST - ELECTRICAL -- - -- - ---- - --
p ARCHITECT STRUCTURAL ENGINEER MEP E GINEER - - -
Z y EBERT NORMAN BRADY ARCHITECTS ATLANTIC ENGINEERING SERVICES SIMES 8 ROSCH, LLC - -- --- --- - - -- - -- -- -- - - - - - --_—
p .� E1 ELECTRICAL FLOOR PLANS 01-24-1
yt
1361 13TH AVENUE SOUTH, SUITE 230 6501 ARLINGTON EXPRESSWAY 3020 HA TLEY RD - -
ST JACKSONVILLE BEACH ,
y FL 32250 BUILDING. B SUITE 201 JACKS NVILLE, FL 32257
Ti ORANGE - - - --
CONTACT: WILLIAIM EBERT, AIA JACKSONVILLE, FL 32211 CONTA T: SCOTT ROSCH, PE: _ -----
PHONE:
PHONE: 904-241-9997 CONTACT: MARK KEISTER, PE PHONE: 904-260-3031
EMAIL: WEBERT@IENBARCHITECTS.COM PHONE: 904-743-4633 EMAIL: ROSCH@SIMESANDROSCH.COM
EMAIL: MKEISTER@AESPJ.COM
REMOVE EXISTING ALUM.
FLASHING (TYPICAL BOTH SIDES)
REMOVE EXISTING ALUM.
SCUPPER (TYPICAL BOTH SIDES)
REMOVE 48" H. EXISTING WOOD
RAILING (TYPICAL BOTH SIDES)
— — — — — - - - - - - - - - - - - - - - - - - - - - - - -z--———-- _ - -� _ - - - - - -- - - - - - - - - _ _ _ __ ____ _ _ _
- - - - - - - - - - - - - - - - - - z _�=_ _ -- - - - - - -
_ 00
— � _ - - - - - - - - - II C.� C
I 11 11 d
\ / o
�1
REMOVE EXISTING N
'< REMOVE EXISTING MEMBRANE 42" H. WALLco
I II II
ROOFING & SLOPED
REMOVE EXISTING II II
U
UNDERLAYMANT (TYPICAL) II II
METAL ROOF -
1 II II =
REMOVE EXISTING EXISTING RIDGE
0
SLOPECANVAS AWNING I N REMOVE EXISTING DOOR, II II
FRAME & HARDWARE II II
� II II N
II II P
1 N
REMOVE EXISTINGCD
II II cn
EXISTING RAILING WOOD CURB II IIz co ,i
STORAGE
(NO WORK)
i II II � Q
- - - - - - - -- - - - - - J II co
uj
c
REMOVE EXISTING WOOD TRIM AS
REQUIRED TO FRAME NEW WALLS
AND CONNECT EXISTING 4X8
COLUMNS (TYPICAL BOTH SIDES)
4 ROOF DEMOLITION PLAN 3 THIRD FLOOR DEMOLITION PLAN
A-2.1 SCALE: 1/2" = 1'-0" A-2.1 CALE: 1/2" - 1'-0" U
0 W
M m
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0 ~
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W wO
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REMOVE EXISTING WINDOWS ON
NORTH, EAST & SOUTH ELEVATION. 4c Q =
REMOVE EXISTING SHINGLES & EXISTING CONCRETE a
PLYWOOD SHEATHING. REPLACE PEDESTAL BELOW, TYP. p
ROTTEN FRAMING AS REQUIRED. Q Q
0 =5
( C3
W
x — — — — LL.
— — x
�
T_11 i
4/ 1,
I
BENCH
REMOVE EXISTING III
PLYWOOD COUNT \
ER
L
i
--- - & SUPPORT (ALT. 1) ' - -- -- -- -
co
.EXISTING ELEC. PANEL
�- --J oo w
- - CTO REMAIN PORCH
- - - - - - oONTROL ROOM OREMovE
.�
EXISTING EQUIPMENT Nom.
ALUMINUM III REMOVE EXIST. GWB AT EXTERIOR DN
WINDOW DN WALLS AS NECESSARY FOR
WINDOW AND FRAMING REPAIRS / NO INTERIOR DEMOLITION WORK REMOVE EXISTING DOOR,
FRAME & HARDWARE
/ I PROJECT NO.
/ I 170'18
REMOVE EXIST. VCT FLOORING
ISSUE DATE
01-24-18
III REMOVE EXISTING - --- REVISIONS :
IIIALUM. WINDOW
MECH I Q o FICE REFRIGERATOR
TOILET, _. .._.. — BENCH
/ r
1771 h=�
Q Ll�>A_l I
DRAWN BY:
EXISTING � SJ
A/C UNIT TO REMAIN 00
*40
2 SECOND FLOOR DEMOLITION PLANT1 IRST FLOOR DEMOLITION PLAN
A-2.1 SCALE: 1/2" = 1'-0"
A-2.1 CALE: 1/2" = 1'-0" A2ml
IF SHEET IS LESS THAN 22"X 34", IT IS A REDUCED PRINT - SCALE REDUCED ACCORDINGLY
� ENB' ',
1 , R
1
A4.1
A4.1
x' v� N
21-411
NEW PLYWOOD i a
\ COUNTER (ALT-1) N
N
//- - - E
� O
� U
NEW STANDING SEAM NEW STANDING SEAM
NEW SHEET VINYL
METAL ROOF METAL ROOF
FLOORING m
I
CONTROL ROOM
4 cn
O N
- E N r'
/ A8.1 L
� N
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SLOPE SLOPE INSTALL AND PAINT NEW Z o
STORAGE GWB WALLS AND CEILING 0
2 NO WORK 2 Q
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A4..1 � r,
\
Lu
I-
NEW AC UNIT - MATCH EXISTING
Z
3 THIRD FLOOR PLAN 0
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A2.2 SCALE: 1/2" = 1'-0"
E,2�) SCALE: 1/2" = 1'-0" V U
W
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Z z
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0
B LL
0 0 J
-- 0
/' \ � BENCH
ST IRS
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\ NEW PLYWOOD
NO FINISH -� ,
COUNTER (ALT-1) /
24 1- 11
L
E UIPMEN
T
LLJ
- a ELEC. PANEL TO REMAIN ---J
NEW SHEET VINYL
AZE
-- FLOORING
REPAIR OR
REPLACE METAL N
CONTROL ROOM // I FLASHING
/ PROJECT NO.
DNPORCH/
I
17018
-
- 4
I ISSUE DATE
i _
A8.1 01-24-18
REVISIONS :
INSTALL AND PAINT NEW GWB AS 2
REQUIRED FOR EXTERIOR WALL REPAIRS
STORAGE 2 O D a ICE REFRIGERATOR 2
— ==7 A4.1
E
1� �
1
_. JODRAWN BY:
�j SJ
14'-3 1/4" (EXIST. VERIFY) v O
EXISTING A/C UNIT TO REMAIN O,d
2 SECOND FLOOR PLAN 1 FIRST FLOOR PLAN
2.2 SCALE: 1/2" = V-0" Al e A6
A2.2 SCALE: 1/2 = V-0"
IF SHEET IS LESS THAN 22"X 34", IT IS A REDUCED PRINT - SCALE REDUCED ACCORDINGLY
ENB
NOTE 1
AFTER EXISTING SHINGLES AND SHEATHING ARE REMOVED,
INSPECT ALL WOOD FRAMING AND REMOVE ANY DAMAGED PIECES.
ARCHITECTS
INSTALL NEW WOOD FRAMING AT DAMAGED AREAS AND NEW'
WALLS. REPLACE METAL CONNECTORS THAT WERE REMOVED
WITH NEW CONNECTOR OF EQUAL OR GREATER STRENGTH
C!) 00
00
m
U N
O
CD
d
_ REMOVE EXISTING CANVAS
AWNING AND ALUMINUM FRAME Q M
- - - E
I
REMOVE EXISTING CANVAS
_ W U
, I
AWNING AND ALUMINUM FRAME ' ' _ cu
U
--r^r---------------------------------------------------ice-
EL 24'-0" (EXIST - VERIFY)
� 5
BEARING
II II ca
Il
co
REMOVE EXISTING WOOD RAILING �' Lo
CV
I I I I '• i I I � � a? N
II II ! II
W DCAP II ii i ii ii
WC/)
o
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U)
REMOVE EXISTING WOOD CAP
tlI II O
''• iii ii � �
LILL
rn
III _------ -- ---------------------- __ Lo ---------------------------------------_ _ _ __ _ _ LL------_--- ---------------------1 Q
Lam- - - ----- -� EXIST. 2X6 WD TRIM J L_J L_J L_J _J L-_LJ--J L_J L_J L_JI L_J L_J L_J - -----
------
--
L- -
- --
'
LLLI I I I I
ii ii ii i ii ii ii ii ii it II II II \ __ �_ �
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_LL _ AL�] __LLL LLI I I I I I I I I I I I I I I I I I III I I I I I I \ 1 CONNECT EXISTING 4X8 COLUMNS
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L\L. --1��-L�I'�UL� �� � L--I I �,�, LLLL
t-�LL
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THIRD FLOORL iLl-h"W
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LLUL
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----------------- �----
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ENB 'I
NOTE 1
AFTER EXISTING SHINGLES AND SHEATHING ARE REMOVED,
INSPECT ALL WOOD FRAMING AND REMOVE ANY DAMAGED PIECES. ,
INSTALL NEW WOOD FRAMING AT DAMAGED AREAS AND NEW
WALLS. REPLACE METAL CONNECTORS THAT WERE REMOVED
WITH NEW CONNECTOR OF EQUAL OR GREATER STRENGTH
0) `o
N
a
CD
REMOVE EXISTING CANVAS
AWNING AND ALUMINUM FRAME
_ __- CN
sem-
M
O
LL
�
N
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ilkEL
EL 24'-0" (EXIST - VERIFY)
BEARING
II II c9
Lo
II fl
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iL =3 N
, , II
II II Cn
IALLIL Lj LIL� _1_� 11—L LiLL
II IICD
II II
LL
REMOVE EXISTING WOOD CAP I ° i i
II 11
L =3
- �
II j1Q Cl�
_LLL I LL iLdl
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W11
-- -- - --- ---- '-?r-n-T n--T Lt JLLL�
J L_J L_J L_J L_J L_J L_J L__U_-J L_J L_J L-J L_J L r r a
II II II II II II II II II II II II II
II LI II II II II ll II II II II II II
11 I I 11 I I I I 11 11 I I I I I I 1 1 I I I I
C.0
N
11 II II 1I II II II II II 11 II II II h
uj
REMOVE EXISTING WOOD TRIM AS
REQUIRED TO FRAME NEW WALLS AND
II 11 II II II II II II II II II II II
CONNECT EXISTING 4X8 COLUMNS ii ii ii ii ii ii ii ii ii ii ii ii ii
II AiL�
11 11 11 11 If 11 II II II IJ II II
1L__I1__LI--1L__11._LI--1L__I1__LI_-1L_.11_-Lf--1L
------------------------------------------ EL 16'-6 1/4" (EXIST - VERIFY)
Ll 1�_Lid_ '-r THIRD FLOOR
REMOVE EXISTING SHINGLE &
PLYWOOD SHEATHING THIS AREA. LLt1jLILL o <
I I I I I I
(SEE NOTE 1) I � �' L1_�1__L1_L� W
r-------- -- -------- - iLLi--� � r. --------.—"11
r=_____ _ —___===--I I 11-1=—=�r== I I U
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II II II I III
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mo_______ __ _ ____
cn JS �- J
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I I IL IL JI I LIJ
1 II ,I I ® op I I L =_=_J1 1
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--
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ARCHITECTS
NOTE 2-
REPAIR ANY DAMAGED WOOD FRAMING AND/
2 OR SHEATHING PRIOR TO NEW WORK, TYP. 4- N
A4.1 1 o
A4.1 CD
Q
NEW WOOD TRIM.
CN
NEW STANDING SEAM
E
METAL ROO F
0 0
- LL
us
cccu
EL 24'-6 1/4" -ul
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0
LC-0
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NEW ALUM. WINDOW
HORIZONTAL ROLLING WINDOW co �-
o CGI SENTINEL FIXED L iL CGI SENTINEL 120
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ILL WHERE NEW TRIM OR
NEW SHINGLES OVER ! REPLACEMENT OCCURS, TRIM SHALL
WATER-RESISTIVE BARRIER BE REPLACED IN CONTINUOUS
EL 16'-6 1/4"
WRB N NEW PLYWOOD -�---- LENGTHS A F
( ) O 00 S FEASIBLE
THIRD FLOOR SHEATHING (SEE NOTE 2)
NEW SHINGLES OVER =
_jL] LULLILLL�
- WATER-RESISTIVE BARRIER
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CGI SENTINEL 120 Q
Lue
EXIST. 2X8 WD TRIM Ul-
LLLd LILILL" - -�
F- = U
I-�- Q z
LLLLLI- EXISTING AC UNIT. TO REMAIN <
E L 8'-3 1/4" ::D
SECOND FLOOR W
U - LL_
\ ILI LLLt _-LIL
_
- i
NEW FIBERGLASS DOOR
�. it Li Ll
AND FRAME � as
co �
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co ]LILL (Ni
Lt
LLI
Ll
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IL- PROJECT NO.
-- / 17018
EL + 0'-0°' -L LLL ISSUE DATE :
LI
FIRST FLOOR I ---- 01-24-18
REVISIONS :
u\t\
DRAWN BY:
t/ SJ
J L- _ _ -1 L _ -1 L -1 O46�
clo
2 EAST ELEVATION - NEW 1
SOUTH ELEVATION NEW
A3.3
SCALE: 1/2" = 1'-0" A3.3SCALE: /2 _ 10" A3m3
1 -
IF SHEET IS LESS THAN 22" X 34", IT IS A REDUCED PRINT - SCALE REDUCED ACCORDINGLY
NOTE 2:
0
REPAIR ANY DAMAGED WOOD FRAMING AND/ 2 o
NEW STANDING SEAM METAL ROOF OR SHEATHING PRIOR TO NEW WORK, TYP. o
1 A4.1
A4.1
i o
NEW WOOD TRIM. N
N
j co
�
NEW STANDING SEAM ,71, _
O U
cc
METAL ROOF
m
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E L 24'-6 1/4"
EL 24'_0" (EXIST - VERIFY)
*BEARINGa
BEARING ILL cc C.0
O N
N
� N
d
IiL U)iLl 0 _':� O
O
0 cu
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HORIZONTAL ROLLING WINDOW iLiLL il-L a) r__ILL >
CGI SENTINEL 120 - =3 m
m
—LIL LL w c-
Loi ,.-. N
i FLL 00
r O
L LLJ
WHERE NEW TRIM OR _u LLIL LLLILLJ
REPLACEMENT OCCURS TRIM SHALL
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BE REPLACED IN CONTINUOUS Ll
LENGTHS AS FEASIBLE, TYP
lil-L, LLLL
I �
Z
EL 16'-6 1/4" (EXIST - VE IFY) ( 0
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r
r r �_
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i
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LL
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HORIZONTAL ROLLING WINDOWV LLIL li ji-L
CGI SENTINEL 120 , / \ OUT-PROJECTING (WHITE) I.--
w
- I I I a 5/16" LAMINATED GLASS W U
c� oo I Z Z W Q
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NEW SHINGLES OVER
tf) Q =
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SHEATHING (SEE NOTE 2)
EL + 8'-3 114" W EL + 8'-3 1/4" (EXIST - VERIFY) U
I
SECOND FLOOR W
SECOND FLOOR � LL Ll �w �
__j
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H
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LINEW ALUM. AWNING WINDOW
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r
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I L_ LL�l� ___LL Lll-AltLL
LLE-II-1 iUL� 1_1 ILLLLLk
PROJECT NO.
LIJi 17018
-- � L_LLISSUE DATE
01-24-18
EL + O'-Orr REVISIONS :
EL + 0'-0"
- R
- FIRST FLOOR
FIRST FLOG
I�
DRAWN
BY:
g�j� SJ
I L _ _ J46�
L J L � - _ � _j f
L � - - - J
CIO
rT� ELEVATION
® T ELEVATION - EW NEW
A3.4 SCALE: 1/2" = 1°-0"
A14
A3.4 SCALE: 1/2" = l'-0"
IF SHEET IS LESS THAN 22" X 34", IT IS A REDUCED PRINT - SCALE REDUCED ACCORDINGLY
� EN �Bi
NEW STANDING SEAM METAL ROOF A
ON SELF-ADHEFdNG UNDERLAYMENT
ON ROOF SHEA FHING
r2C1
A4.1 A4.1 vCD
ROOF SHEATHING
_ 4 2X8JOISTSAT16" O.C. V
_ _ � � �� CN
cNrl
MSTA18 AT 16"O.C., TYIP. �� �� �
H2.5A HURRICANE TIE
AT EACH JOIST r�
2 X 8 JOISTS AT 16" O.C.
I ,�,,���'�� `�"
FRAMING ANCHOR EL 24-6 1l4 "� � BATT INSULATION ��
EL 24-6 1/4 AT EACH JOIST M
2 - 2X8 W >
BEARING - BEARING 2X6 @ 16" O.C. o
�`�� NEW GWB WALLS Y
WALL MTD. NEW 2X4 AT 16" O.C. EXISTING 2 - 2 X 8 & CEILING (PAINT)
co
HVAC UNIT AT EAACH EXISTING h 2 - 2 X 8 LINTEL W/ 2 X 4 CRIPPLE N
STUD Wl RSP4 STUD STUDS AND 3- 2 X 4 KING STUDS
K PLATE AT TOP STORAGE Q "' o
CONTROL
2X4 AT 16" O.C. W/ RSP4 STUD ROOM cn '�
PLATE AT TOP & BOTTOM - NEW ALUMINUM WINDOWS °?
-1y -1
_
00
°° Q
N
r- cr>
co
75
NEW PLYWOOD NEW SHINGLES OVER W ~
H8 HURRICANE COUNTER (ALT.
MSTA18 AT 16"0.C., TY P. 1)
< WATER-RESISTIVE BARRIER
TIE AT EACH (WRB) ON NEW PLYWOOD
FLOOR JOIST SHEATHING (SEE NOTE 2)
EL 16'-6 1/4" w EL 16'-6 1/411
THIRD FLOOR
THIRD FLOOR ' �, ?;' EXISTING WOOD BEAM
is
EXISTING 2 - 2X8WALL MTD. s Q
HVAC UNIT
WOOD BEAM. SEE PLAN. (/�
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REPLACE OR REPAIR F- o
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d
- AS REQUIRED (PAINT) NEW ALUMINUM WINDOWS w O
CD CIDy bo 2 W �t _
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NEW PLYWOODZ �� = U
COUNTER (ALT. 1) — NEW SHINGLES OVER ® 1-- < Z
Q
WATER-RESISTIVE BARRIER
(WRB) ON NEW PLYWOOD H
SHEATHING (SEE NOTE 2) = Q
EL + 8'-3 1/4" EL + 8'-3 1/4" ::D 0
SECOND FLOOR OND FLOOR ��� ��� EXISTING WOOD BEAM �_
ij
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4 \ _
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f PROJECT NO.
17018
I I ? ISSUE DATE
EL + 0
1-011 EL + 0'-0"
FIRST FLOOR FIRST FLOOR ;;I;I Ign;1Ei 1'
�� ;�
I °�' ,� ` „ �! REVISIONS
1 �I
__...._-.............. _.........__._..__............. _...._..............................
_ ........... ........ __.__._....._...
I
I I I I I I
DRAWN BY:
si
L Q
T 46�csqo
WALL SECTION 2 WALL SECTIO ' A4. 1
A4.1 SCALE: 1/2" = 1'-0" A4.1 SCALE: 1/2" = 1'-0"
IF SHEET IS LESS THAN 22" X 34", IT IS A REDUCED PRINT - SCALE REDUCED ACCORDINGLY
� EN3
DOOR SCHEDULE - - 1/2" GWB
DOOR FRAME
LABEL HDW REMARKS CEDAR SHAKE SIDING (PAINT) `: - - R-19 BATT INSULATION
cD
WATER-RE
ISTIVE BARRIER
w S �.
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z z z _ Fy _ o z OVER PLYWOOD SHEATHING ! i WOOD LINTEL N
z w w U a � iw- � ¢ -� w f- ' RE: STRUCTURAL Q
J
CL i_v _ >_ ¢ z Q z w Q _ _ Q w MIN 4" SELF-ADHESIVE T ;` j
WATERPROOF MEMBRANE ;+ 8 ;( 8
1 2'-8" X 6'-8" 1-3/4" F FRP PAINT FRP PAINT - - - - 1 VERIFY DOOR OPENING SIZE WINDOW FASTENER AS
-- - VER MTL FLASHING
_-_-- - ---- - - - ---- - - ----- - - - _- -- - ---_ ----
-- -- - -- -- - - -
EXISTING TO REMAIN - - - - ---- - -
- - -- - - - - - REQ. BY WINDOW MANUF. s_ C)
FLASHING O
2 - - - - - - - _ -- -- -- - -- - --
- - ------
_ _ - - --- - - ---- -_-- EXISTING TO REMAIN MIN. 6 SEL I'�,I �. ,, �
-- --- -- - - - -- -- --- -- - - - -- WATERPROOF MEMBRANE
4 2'-6" X 6'-8" 1-3/4" F WOOD PAINT FRP PAINT - - - -- -- 3 VERIFY DOOR OPENING SIZE - - --- - -
-- - - -- - -- -- --- - --
FLASHING 2 \ o
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EXTEND END DAMS MIN 6"
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SELF ADHESIVE MEMBRANE
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NOTES: U-
1. ALL WINDOWS ARE REPLACEMENT OF EXISTING WINDOWS. GC TO VERIFY K�2 DETAIL - WINDOW SILL
WINDOW SIZES
A8.1 SCALE: 3'° = 1'-0" p Q
Q
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WIDE TO ALLOW DRAINAGE --- - -
PROJECT NO.
✓ _
SELF ADHESIVE MEMBRANE 17018
FLASHING W/ END DAMS 2,� 1/4" MAX. WOOD SHIM ISSUE DATE :
91-24-18
4 WINDOW FASTENER AS REVISIONS :
REQ. BY WINDOW MANUF.
ADJUSTABLE SHELF CEDAR SHAKE SIDING (PAINT) � �
(2) 2X4 CRIPPLE STUDS
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WATER-RESISTIVE BARRIER
STRUCTURAL
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OVER PLYWOOD SHEATHING "
DRAWN BY:
COUNTER SUPPORT - TYP �`� SJ
RAKKS EH-1212FM - EHB INSIDE
- -- R-19 BATT INSULATION
WALL MOUNT SUPPORT BRACKET' ---- 1/2 GWB
f
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4 INT. ELEVATION rTNDETAIL - JAMB
A8.1
SCALE: 1/2" = l'-0" A8.1 j SCALE: 3" = 1'-0" A8ml
IF SHEET IS LESS THAN 22" X 34", IT IS A REDUCED PRINT - SCALE REDUCED ACCORDINGLY
� ENBI
SEE ' DUPONT SELF-ADHERED FLASHING
SYSTEMS - INSTALLATION GUIDELINES r
FOR WINDOWS AND DOORS BEFORE
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WATER-RESISTIVE BARRIER (WRB) IS ,r w -
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INSTALLED' LATEST EDITION FOR
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PROJECT NO.
17018
ISSUE DATE .
' 01-24-18
REVISIONS :
9:
46�a
w
DRAWN BY:
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Syp"nls pry its:
A8.2
STEP 5 STER 6 STEP 7
IF SHEET IS LESS THAN 22" X 34", IT IS A REDUCED PRINT - SCALE REDUCED ACCORDINGLY
A. Fb.(BENDING) 750 PSI ENB
GENERAL NOTES B. Fv.(SHEAR) 175 PSI 620.7 ALTERNATE CONNECTION DETAILS MAY BE USED IF SUCH DETAILS ARE
C. Fc.(COMPRESSION) 1,250 PSI SUBMITTED TO THE ARCHITECT FOR REVIEW AND APPROVAL. HOWEVER,
100. DESIGN CRITERIA D. Ft.(TENSION) 450 PSI THE ARCHITECT SHALL BE THE SOLE JUDGE OF ACCEPTANCE AND THE
E. E 1,400,000 PSI CONTRACTOR'S BID SHALL ANTICIPATE THE USE OF THOSE SPECIFIED
100.1 DESIGN BUILDING CODE: DETAILS SHOWN ON THE DRAWINGS. THE CONTRACTOR IS RESPONSIBLE
610.3 ALL LUMBER SHALL COMPLY WITH PS 20"AMERICAN SOFTWOOD LUMBER FOR THE DESIGN OF SUCH ALTERNATE DETAILS WHICH HE PROPOSES.
A. FLORIDA BUILDING CODE, 2014 STANDARD"AND WITH THE APPLICABLE RULE OF INSPECTION AGENCIES
CERTIFIED BY AMERICAN LUMBER STANDARD. FACTORY-MARK EACH PIECE 620.8 PROVIDE ARCHITECTURAL GRADE UNITS WHICH COMPLY WITH THE i
100.2 GRAVITY LOADS: OF LUMBER WITH GRADE STAMP OF INSPECTION AGENCY EVIDENCING "STANDARD APPEARANCE GRADES FOR STRUCTURAL GLUED LAMINATED
COMPLIANCE WITH GRADING RULE REQUIREMENTS. TIMBER",AITC 110, OF THE AMERICAN INSTITUTE OF TIMBER CONSTRUCTION.
A. FLOOR LIVE LOADS:
610.4 STRUCTURAL STEEL PLATES, ANGLES, ETC., SHALL BE ASTM A36. 620.9 PROVIDE END-COAT SEALING TO END AND CROSS CUTS AFTER CUTTING TO c�
1. ELEVATED FLOORS 50 PSFCONTRACTOR TO SUBMIT SHOP DRAWINGS ON ALL MISCELLANEOUS FINAL LENGTH. oO
2. STAIRS 50 PSF METALS FOR REVIEW BY STRUCTURAL ENGINEER. V o
621. STRUCTURAL WOOD PANELS/WOOD SHEATHING ^^♦♦ o
B. ROOF LIVE LOADS; 610.5 ALL BOLTS SHALL BE 5/8" DIAMETER ASTM A307 UNLESS NOTED OTHERWISE
WITH 2 WASHERS PER BOLT UNLESS OTHERWISE NOTED. 621.1 FURNISH PANELS THAT ARE EACH FACTORY MARKED WITH A ■-
1. FLAT ROOF 20 PSF CERTIFICATION STAMP EVIDENCING COMPLIANCE WITH GRADE AND SPAN O ��
610.6 EXTERIOR STUD WALLS SHALL BE CONTINUOUSLY BRIDGED AT MID-HEIGHT RATING REQUIREMENTS. THE CENTER-TO-CENTER SPACING IN INCHES "✓✓
100.3 LATERAL LOADS: WITH WOOD BLOCKING. SHALL NOT EXCEED THE SPAN RATING STAMPED ON THE PANELS. a
INSTALLATION OF THE PANELS SHALL BE IN ACCORDANCE WITH THE 04
M
A. WIND LOADS (IN ACCORDANCE WITH DESIGN BUILDING CODE PER
RECOMMENDATIONS OF THE APA. cooGENERAL NOTE 100.1): 610.7 NO CUTS, HOLES, OR COPES REQUIRED FOR OTHER TRADES IN O E
STRUCTURAL WOOD FRAMING WILL BE PERMITTED WITHOUT PRIOR REVIEW 621.2 PANELS SHALL COMPLY WITH USDOC PS-1 OR PS-2 AND APA PRP-108 AND �2 `� 0
1. ULTIMATE DESIGN WIND SPEED(3 SECC)ND GUST),Vult= 130 MPH ' "'
AND APPROVAL OF ENGINEER AND ARCHITECT. SHALL MEET THE FOLLOWING REQUIREMENTS:
2. NOMINAL DESIGN WIND SPEED (3 SECOND GUST),Vasd = 101 MPH
3. RISK CATEGORY= II 610.8 ONE ROW OF BRIDGING SHALL BE PROVIDED AT CENTER LINE OF JOIST A. WALL SHEATHING: m v
4. EXPOSURE CATEGORY = D SPAN OR AS INDICATED ON THE DRAWINGS. 1. MIN. THICKNESS = 1!2"
5. ENCLOSURE CLASSIFICATION = ENCLOSED INTERNAL PRESSURE 3Lm ca
o �
O � � 13�
COEFFICIENT (GCpi) = +/-0.18 610.9 PRESSURE TREAT WITH WATER-BORNE PRESERVATIVES ALL LUMBER FOR 2. BOND CLASSIFICATION = EXTERIOR D30
6. COMPONENTS AND CLADDING PRESSURES: SEE"COMPONENTS
SILL PLATES AND OTHER WOOD WHICH MAY BE EXPOSED TO WEATHER OR 3. GRADE =APA RATED SHEATHING STRUCTURAL 1 0
AND CLADDING WIND LOADS"TABLE,A JD"COMPONENTS AND
CLADDING WIND PRESSURE DIAGRAM" EARTH. PRESSURE TREATMENT SHALL COMPLY WITH REQUIREMENTS OF 4. SPAN RATING =AS REQUIRED TO SUIT STUD SPACING
5� N
AWPA STANDARDS C2 AND LP-22. ✓✓
B. ROOF AND FLOOR SHEATHING: � o
110. GENERAL 610.10 ALL E"PARALLAM PSL" LUMBER SHALL BE CONFORM TO THE MOST CURRENT O ( 2 ) D
SPECIFICATION OF THE AMERICAN PLYWOOD ASSOCIATION WITH AT LEAST 1. MIN. THICKNESS = 1/2"
110.1 DO NOT SCALE DRAWINGS TO OBTAIN DIMENSIONS. ONLY DIMENSIONS C/)
�
THE FOLLOWING MINIMUM DESIGN STRESSES: 2. BOND CLASSIFICATION = EXTERIOR /
o
INDICATED ON DRAWINGS MAY BE USED TO ESTABLISH THE LOCATION AND /a � rn
EXTENT OF STRUCTURAL WORK. IF A REQUIRED [DIMENSION IS NOT 3. GRADE =APA RATED SHEATHING STRUCTURAL I G
m
FURNISHED ON DRAWINGS, THE CONTRACTOR SMALL SUBMIT A REQUEST BEAM ORIENTATION: 4. SPAN RATING =AS REQUIRED TO SUIT JOIST/TRUSS SPACING a- U
4
FOR INFORMATION TO OBTAIN THE DIMENSION. 3 rn
N)
A. Fb (BENDING) 2,900 PSI 621.3 ALL PANELS WHICH HAVE ANY EDGE OR FACE PERMANENTLY EXPOSED TO c rn
110.2 UNLESS OTHERWISE INDICATED, PROVIDE EQUAL SPACING OF STRUCTURAL B. Fv(SHEAR) 290 PSI THE WEATHER SHALL BE CLASSED EXTERIOR, EXCEPT OPEN SOFFITS OR j
C. E 2,000,000 PSI ROOF SHEATHING EXPOSED ON THE UNDERSIDE MAY BE CLASSED N
COMPONENTS BETWEEN OVERALL DIMENSIONS INDICATED ON DRAWINGS, D. Fc(COMPRESSION EXPOSURE 1. O /�A Co .4
PARALLEL TO GRAIN) 2,900 PSI 5 ii
110.3 THE METHOD AND FREQUENCY OF ATTACHING MECHANICAL EQUIPMENT 5 m z
UNITS, ETC.,TO THE STRUCTURAL ELEMENTS SHALL BE SUBJECT TO THE E. Fc(COMPRESSION 621.4 ALL ROOF PANELS SHALL HAVE THE END JOINTS LOCATED OVER
ENGINEER'S REVIEW AND APPROVAL. PERPENDICULAR TO GRAIN) 750 PSI SUPPORTS AND SHALL HAVE THE ROWS STAGGERED ONE HALF PANEL
F. Ft(TENSION) 2,400 PSI LENGTH FROM ADJACENT PANELS. PROVIDE 1/8" SPACE AT PANEL ENDS
110.4 UNLESS OTHERWISE INDICATED, STRUCTURAL COMPONENTS SUPPORTING 610.11 ALL MEMBERS SHOWN ON PLAN WITH DESIGNATION "PSL" SHALL BE AND EDGES.
MECHANICAL EQUIPMENT HAVE NOT BEEN DESIGNED FOR THE VIBRATIONAL PARALLAM PSL MEMBERS.ALL PARALLAM STRUCTURAL LUMBER SHALL BE 621.5 ALL WALL PANELS SHALL HAVE THE END JOINTS LOCATED OVER
EFFECTS OF THE EQUIPMENT. THE CONTRACTOR,SHALL PROVIDE APA RATED, EXPOSURE L ALL ADHESIVES SHALL COMPLY WITH ANSI/AITC SUPPORTS.
VIBRATION ISOLATORS FOR ANY MECHANICAL EG)UIPMENT MOUNTED TO A190.1 "WET-USE"TYPE.
THE STRUCTURE IN ACCORDANCE WITH THE EQUIPMENT MANUFACTURER'S 621.6 WALL PANELS LOCATED IN STRUCTURAL SHEAR WALLS WHICH ARE
RECOMMENDATIONS. 610.12 ALL SIDE LOADED PARALLAM BEAMS OR COLUMNS SHALL BE SOLID AND INSTALLED IN MULTIPLE COURSES (ROWS) SHALL HAVE VERTICAL PANEL FLAT ROOF AND WALL ZONES-
ETC.,
E�7
110.5 THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS, DIMENSIONS, SHALL NOT BE COMPOSED OF MULTIPLE PLIES.TOP LOADED PARALLAM JOINTS STAGGERED ONE HALF THE PANEL LENGTH AND SHALL HAVE THE
ETC.,AND SHALL NOTIFY THE ARCHITECT OF ANY AND ALL DISCREPANCIES, BEAMS MAY BE COMPOSED OF MULTIPLE PLIES OF 1 3/4"THICK MEMBERS FREE EDGES OF THE PANELS BLOCKED BETWEEN THE STUDS WITH 2X4 =
ADDITIONAL INFORMATION, ETC., BEFORE BEGINNING THE WORK. AND SHALL BE NAILED BY MINIMUM OF TWO ROWS OF 16d NAILS AT 12" ON BLOCKING INSTALLED WITH THE BROAD FACE AGAINST THE FACE OF THE U
CENTER AND GLUED TOGETHER WITH AN EXTERIOR TYPE ADHESIVE. PANEL. PROVIDE 1/8" SPACE AT PANEL ENDS AND EDGES. Q
W
110.6 THE CONTRACTOR SHALL USE EXTREME CAUTION IN THE DEMOLITION OF 610.13 ALL PARALLAM BEAM ENDS WHICH FRAME INTO BEAMS SHALL BE HUNG 621.7 THE USE OF ORIENTED STRAND BOARD STRUCTURAL PANELS IN FLOOR m
EXISTING STRUCTURES. SUCH DEMOLITION SHALL BE PERFORMED IN SUCH WITH HANGERS AS MANUFACTURED BY KANT-SAG OR WITH APPROVED CONSTRUCTION IS PROHIBITED UNLESS APPROVED BY THE ARCHITECT. (,
A MANNER AS TO MAINTAIN THE STRUCTURAL INTEGRITY OF ALL EXISTING SUBSTITUTES WITH WORKING LOAD CAPACITIES EQUIVALENT TO THE"THD" W Q
STRUCTURES TO REMAIN. PROVIDE SHORING AS REQUIRED. OR"HDO"SERIES HANGERS. 621.8 ALL ROOF STRUCTURAL PANELS SHALL BE NAILED WITH 10d SPIRAL OR ~
RING SHANK NAILS AT 6"OC AT ZONES 1 AND 2; 4" OC IN ZONE 3. z
110.7 ALL STRUCTURAL WORK SHALL BE INSPECTED IN ACCORDANCE WITH THE610.14 PROVIDE END-COAT SEALING TO END AND CROSS CUTS AFTER CUTTING TO SHEATHING SHALL BE NAILED AT ALL ENDS AND INTERMEDIATE SUPPORTS. Z J O
BUILDING CODE AND ALL LOCAL ORDINANCES.THE OWNER SHALL ENGAGE FINAL LENGTH FOR ALL PARALLAM BEAMS. REFER TO COMPONENT AND CLADDING WIND PRESSURE DIAGRAM FOR F-- W LL
AN EXPERIENCED, QUALIFIED INSPECTION AGENCY, SUBJECT TO THE LOCATION OF ROOF ZONES. < u U
REVIEW OF THE ARCHITECT, TO PERFORM ALL INSPECTION WORK,AS of
610.15 PROVIDE NAILING PATTERN IN COMPLIANCE WITH THE DESIGN BUILDING
REQUIRED. CODE'S RECOMMENDED FASTENING SCHEDULE WHEN JOINING TWO OR 621.9 ALL WALL STRUCTURAL PANELS SHALL BE NAILED WITH 10D COMMON a �y z 0 Q
MORE FRAMING MEMBERS. NAILS AT 6" ON CENTER AT ALL ENDS, EDGES,AND INTERMEDIATE Ii 0 Z W
120. SHOP DRAWINGS SUPPORTS. NAIL SPACING SHALL BE 4"ON CENTER AT CORNER STUDS = f-- W 00
610.16 ALL WOOD JOIST OR HEADERS ENDS WHICH FRAME INTO BEAMS SHALL BE j� U
120.1 THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR REVIEW BY 621.10 ALL FLOOR STRUCTURAL PANELS SHALL BE NAILED WITH 10D COMMON �./ �.�J ro ~ < Q f
HUNG WITH THE FOLLOWING JOISTS HANGERS,AS MANUFACTURED BY
ATLANTIC ENGINEERING SERVICES AND THE PRCtJECT ARCHITECT. SHOP NAILS AT 6" ON CENTER AT ALL ENDS AND EDGES AND AT 6"ON CENTER AT Q
DRAWINGS SHALL BE SUBMITTED FOR ALL STRUCTURAL COMPONENTS SIMPSON STRONG-TIE COMPANY, INC., OR WITH APPROVED SUBSTITUTES 2 V�
INCLUDING, BUT NOT LIMITED T0, THE FOLLOVVINlG: WITH THE FOLLOWING WORKING LOAD CAPACITIES. ALL INTERMEDIATE SUPPORTS J
JOIST SIMPSON LOAD 621.11 ALL PLYWOOD PANELS SHALL COMPLY WITH THE WIND UPLIFT 2 2 O < Q
A. ENGINEERED WOOD COMPONENTS(GLUED-LAMINATED WOOD SIZE HANGER CAPACITY REQUIREMENTS OF NM519 FOR FULLY-WIND-RESISTIVE ROOF ASSEMBLIES o U
FRAMING, PLYWOOD CHORD FLOOR TRUSSES, ETC.) COMPLYING WITH UL CLASS 90 CLASSIFICATION.
B. COLD FORMED METAL FABRICATIONS UTILIZED IN WOOD-TO-WOOD 2X6 U26 705 LBS. w
CONNECTIONS. 2X8 U26 705 LBS. �2 LL
120.2 SHOP DRAWINGS TO BE SUBMITTED SHALL PROVIDE COMPLETE 2X10 U210 1,175 LBS. O J
INFORMATION FOR THE PRODUCTS OR COMPONENTS TO BE SUPPLIED. 2X12 U210 1,175 LBS.
SUBMITTAL INFORMATION SHALL INCLUDE, BUT NOT BE LIMITED TO: MEMBER 2-2X6 HU26-2 990 LBS.
SIZES AND DIMENSIONS; GRADES OF MATERIAL FURNISHED; MATERIAL 2-2X8 HU28-2 1,303 LBS.
PREPARATION REQUIRED; MATERIAL FINISH AND MATERIAL COATINGS TO BE 2-2X10 HU210-2 1,666 LBS.
FURNISHED; INFORMATION REGARDING CUTS, COPES,AND HOLES 2-2X12 HU212-2 2,016 LBS
REQUIRED FOR OTHER TRADES; END CONNECTIONS; CAMBER AND OTHER 610.17 ALTERNATE CONNECTION DETAILS MAY BE USED IF SUCH DETAILS ARE COMPONENTS AND CLADDING DIAGRAM
DEVIATION FROM LINE; SPECIAL ERECTION AND/OR INSTALLATION SUBMITTED TO THE ENGINEER FOR REVIEW AND APPROVAL. HOWEVER, THE
PROCEDURES, INCLUDING REQUIREMENTS FOR TEMPORARY STABILIZATION.
ENGINEER SHALL BE THE SOLE JUDGE OF ACCEPTANCE AND THEa'=3-0" 0 -0
120.3 ALL SHOP DRAWING RESUBMITTALS AND RECORID COPY SUBMITTALS SHALL CONTRACTOR'S BID SHALL ANTICIPATE THE USE OF THOSE SPECIFIED C0 W
DETAILS SHOWN ON THE DRAWINGS THE CONTRACTOR IS RESPONSIBLE
HAVE ALL REVISIONS SUBSEQUENT TO THE PREVIOUS SUBMISSION N
CLOUDED OR OTHERWISE IDENTIFIED ON THE RESUBMITTED SHEETS. FOR THE DESIGN OF SUCH ALTERNATE DETAILS WHICH HE PROPOSES. o
RESUBMITTALS AND RECORD COPY SUBMITTALS WITHOUT IDENTIFICATION C) E
620. GLU-LAM TIMBER to
OF REVISIONS WILL BE REJECTED WITHOUT REVIEW.
120.4 THE CONTRACTOR SHALL SUBMIT ELECTRONIC COPIES OF SHOP DRAWINGS 620.1 ALL STRUCTURAL LUMBER SHALL CONFORM TO THE "STANDARD
IN LIEU OF PRINTED COPIES. ELECTRONIC COPIES SHALL BE SUBMITTED TO SPECIFICATIONS FOR STRUCTURAL GLUED LAMINATED TIMBER OF
ATLANTIC ENGINEERING SERVICES IN ADOBE ACROBAT FILE FORMAT,WITH SOFTWOOD SPECIES",AITC-117, OF THE AMERICAN INSTITUTE OF TIMBER CO PONENTS AND CLADDING WIND PRESSURES
ONE (1) ELECTRONIC FILE PER PACKAGE SUBMISSION.ATLANTIC CONSTRUCTION AND "STRUCTURAL GLUED LAMINATED TIMBER", ANSI/AITC A PROJECT NO.
ENGINEERING SERVICES WILL PRINT, REVIEW, RE-SCAN THE REVIEWED 190.1, LATEST EDITIONS.
......�__.. ....._„_..._........ .._..... ........___..._...__.._._..,..___..w___._._.__..._.__..._._ __...... _,_.,.. ....,.... _ .. ------- ...... 17018
SHOP DRAWINGS WITH ALL COMMENTS/NOTATIONS,AND RETURN ONE (1)
620.2 CONTRACTOR SHALL COMPLY WITH PROVISIONS OF AITC 111, ISSUE DATE :
ELECTRONIC PACKAGE TO THE ARCHITECT TO PRINT, REVIEW, RE-SCAN, "RECOMMENDED PRACTICE FOR PROTECTION OF STRUCTURAL GLUED ROOF ZONE WALL ZONE 01-24-18
AND DISTRIBUTE TO THE CONTRACTOR. LAMINATED TIMBER DURING TRANSIT, STORAGE,AND ERECTION." TRIBUTARY AREA(SF) REVISIONS :
120.5 THE REVIEW OF SHOP DRAWINGS AND OTHER SUBMITTALS FOR THIS 620.3 ALL GLU-LAM TIMBER SHALL BE AS A MINIMUM 20F-V3, DF/DF, DOUG
PROJECT IS FOR CONFORMANCE WITH THE DESIGN CONCEPT AND FOR FIR-LARCH AND SHALL HAVE AT LEAST THE FOLLOWING MINIMUM 1 2 3 °' ,x` 4 5
GENERAL COMPLIANCE WITH THE INFORMATION CONTAINED IN THE ALLOWABLE DESIGN STRESSES AND MODULES OF ELASTICITY:
CONTRACT DOCUMENTS. COMMENTS REGARDING THESE SUBMITTALS DO 10 +21/-52 +21/-87 +21/-130 +47/-51 +47/-63 j
NOT RELIEVE THE CONTRACTOR FROM COMPLIANCE WITH THE CONTRACT A. Fb. (BENDING) 2,000 PSI
DOCUMENTS. THE CONTRACTOR IS RESPONSIBLE FOR PERFORMING HIS B. Fv. SHEAR 165 PSI
WORK IN A SAFE AND SATISFACTORY MANNER. Fv. (SHEAR) 20 +20/-50 +20/-77 +20/-108 +45/-49 +45/-59 V
C. Fc. (COMPRESSION) 1,550 PSI
610. STRUCTURAL LUMBER O
D. Ft. (TENSION) 1,000 PSI +18/-65 +18/-78 +43/-47 +43/-54
E. E 1,600,000 PSI 50 +18I-49
610.1 ALL STRUCTURAL LUMBER WORK SHALL BE IN ACCORDANCE WITH THE F. Fc. (TENSION FACE) 650 PSI
"NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION" (NDS- G. Fc. (COMPRESSION FACE) 560 PSI 100 +17/-47 +17/-56 +17/-56 +40/44 +40/-49 DRAWN BY:
LATEST EDITION) PUBLISHED BY THE AMERICAN VNOOD COUNCIL. 620.4 STRUCTURAL STEEL PLATES, ANGLES, ETC., SHALL BE ASTM A36.
610.2 ALL STRUCTURAL LUMBER SHALL BE AS A MINIMUM NO. 2 GRADE SOUTHERN 620.5 ALL BOLTS SHALL BE 3/4" DIAMETER ASTM A307 UNLESS NOTED OTHERWISE NOTES:
PINE AND SHALL HAVE AT LEAST THE FOLLOWINGS MINIMUM ALLOWABLE WITH 2 WASHERS PER BOLT UNLESS NOTED OTHERWISE. 1. TABULATED COMPONENT AND CLADDING PRESS RES(Putt) HAVE BEEN
DESIGN STRESSES (NOT INCORPORATING THE SIZE ADJUSTMENT FACTOR CALCULATED IN ACCORDANCE WITH THE DESIGN BUILDING CODE PER NOTE
(CF))AND MODULUS OF ELASTICITY AT A MAXIMUIM MOISTURE CONTENT OF 620.6 ALL ADHESIVES SHALL COMPLY WITH ANSI/AITC A190.1 "WET-USE"TYPE. 100.1 BASED ON ULTIMATE DESIGN WIND SPEED ult) PER NOTE 100.3A AND
19%:
SHOULD BE USED IN CONJUNCTION WITH ASCE 7 10 LOAD COMBINATIONS. somi
TABULATED PRESSURES CAN BE CONVERTED T NOMINAL BY MULTIPLYING 13Y
0.6.
IF SHEET IS LESS THAN 22" X 34", IT IS A REDUCED PRINT - SCALE REDUCED ACCORDINGLY '
i 71
ARCHITECTV
3 2" X 11 $" PARALLAM OR 3 g" X 12" GLULAM BEAM co
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32 X 11 g" PARALLAM OR 3 $" X 12" GLULAM BEAM
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S1.1 SCALE: 1/2" = 1'-0" z
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SINGLE 2X4 TOP PLATE W (-)
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3 1/2"X 11 7/8" PARALLAM HD5A Q
OR 3 1/8"X 12"GLULAM HD5A Q <
EL SEE PLAN
4X8 W
F.... LE
4X8 EL SEE PLAN J
4X8 RSP4 TOP AND -
4X8 BOTTOM AT
SIMPSON LTP4 EACH STUD
EACH END TYP HL HL
HL 1A WALL STUDS
WALL STUDS SEE PLAN
SEE PLAN
SIMPSON LTP4 -C
EXISTING 4X8 EACH END TYP EXISTING 4X8 N
(2) 2X8 LINTEL (2) 2X4 OR
100
W
EXISTING 4X12 (2) 2X8 LINTEL N ?
MSTA18 EACH SIDE A34 FRAMING 2X4 WOOD BLOCKING E
fl, MSTA18 EACH SIDE A34 FRAMING C)AT 48" OC ANCHOR TYP (2)2X4 OR
ANCHOR TYP
EXISTING 4X12
EXISTING 4X8 EXISTING 4X8
PROJECT NO.
17018
ISSUE DATE :
2X4 SILL PLATE HD5A
01-24-18
REVISIONS
1- 4-
REVISIONS :
A34 FRAMING P34 FRAMING �OA
ANCHOR TYP NCHOR TYP HD5A V
(2)2X4 CRIPPLE
2X4 SILL PLATE O 2X4 CRIPPLE 2X4 SILL PLATE co,
THIRD FLOOR STUD WALL ELEVATION NORTH AND SOUTH THIRD FLOOR STUD WALL ELEVATION EAST
NOTES:
NOTES: DRAWN BY:
1. SEE PLAN FOR SHEATHING AND ATTACHMENT
REQUIREMENTS. HURRICANE TIES NOT SHOWN- SEE OTHER 1. SEE PLAN FOR SHEATHING AND ATTACHMENT
REQUIRES FOR REQUIREMENTS-TYP. REQUIREMENTS. HURRICANE TIES NOT SHOWN - SEE OTHER
SECTIONS FOR REQUIREMENTS-TYP.
2. FOR WINDOW OPENINGS PROVIDE DOUBLE 2X AT SILL. 2. FOR WINDOW OPENINGS PROVIDE DOUBLE 2X AT SILL.
.� X1 . 1
IF SHEET IS LESS THAN 22"X 34", IT IS A REDUCED PRINT - SCALE REDUCED ACCORDINGLY`
ELECTRIC SYMBOL LEGEND
s ,
SYMBOL DESCRIPTION
O RECESSED LED CAN LIGHT FIXTURE EQUAL TO COOPER LIGHTING(HL6121CAT-HLM6930-455SC) 16"
co
76" T ��� TV 00
SINGLE POLE TOGGLE SWITCH,20 AMP, 1201277 VOLT,WITH COVER / U
36" C=)C
(m
84" DUPLEX RECEPTACLE,20A, 120V,WITH GROUND AND COVER PLATE. NUMBER, IF PROVIDED, REPRESENTS HEIGHT % NEW COUNTER 1/1 d
ABOVE FINISHED FLOOR(IN INCHES). � -
84" IF
QUADRUPLEX RECEPTACLE,20A, 120V,WITH GROUND AND COVER PLATE. 1 6
N
N
CEILING MOUNTED DUPLEX RECEPTACLE,20A, 120V,WITH GROUND AND COVER PLATE. co
-�
Tv CEILING MOUNTED TELEVISION OUTLET. I
CONTROL ROOM Icu
®
1/1 WORKSTATION OUTLET(DATA/VOICE). FIRST NUMBER REPRESENTS THE NUMBER OF DATA JACKS, SECOND NUMBER m
REPRESENTS THE NUMBER OF PHONE JACKS u
I W > c
c �
CEILING MOUNTED PA SPEAKER
cu
-- — — -- v -- — t ♦V O N
Lo
N
STORAGE s- 5
-c N
36„ "
o M
ELECTRICAL MOTES W "-
1: THE ELECTRICAL CONTRACTOR SHALL METER THE SERVICE FEEDER FOR THE BUILDING PER 6 (� = m
NATIONAL ELECTRICAL CODE 220.87 (SEE EXCEPTION). THE METER SHALL MEASURE THEO Q
x 4� N
HIGHEST AVERAGE DEMAND OVER 15 MINUTE PERIOD. THE MAXIMUM DEMAND AT 125 a
PERCENT PLUS ANY NEW LOAD SHALL NOT EXCEED AMPACITY OF THE SERVICE FEEDER ORW C
THE PANIELBOARD BUSSES. IF THE AMPACITY IS EXCEEDED, NOTIFY THE ARCHITECT BEFORE
PROCEEDING. NEW AC UNIT - MATCH EXISTING
2. PROVIDE 240V, SINGLE PHASE CIRCUIT, CIRCUIT BREAKER (AIC TO MATCH EXISTING), AND
DISCONNECT PER MANUFACTURER'S RECOMMENDATIONS AND THE NATIONAL ELECTRICAL '
CODE. CONFIRM VOLTAGE. 3 THIRD FLOOR ELECTRICAL PLAN
3. ELECTRICAL SYMBOLS & NOTES SHOWN FOR COORDINATION ONLY E1 SCALE: 1/2" — 1'-0"
4. PROVIDE RECEPTACLES ON THIRD FLOOR TO MATCH 2ND FLOOR LAYOUT
5. COORDINATE RECEPTACLES LOCATION WITH MILLWORK FABRICATOR
6. LIGHTING FIXTURES ON THIRD FLOOR TO MATCH TYPE, QUANTITY AND LAYOUT ON 2ND U
FLOOR
7. CONFIRNA FINAL LAYOUT OF RECEPTACLES WITH OWNER Z W
8. CONFIRI\A FINAL LOCATION OF CABLE, TELEPHONE, DATA WITH OWNER J U
fZ i-
DC z
00
W J
W �
® aC � U
LL z Q
J ® cm
Q =
0 Qz
p�
< a
ST IRS
Lu
i u-
/ i
NEW COUNTER
X
STING POWER & LIGHTING TO REMAIN
I 1
EXISTING � � / � EQUIPMENT
rl EXISTING ELEC. PANEL �
- - - -
—� TO REMAIN
CC) Lu
CONTROL ROOM 1 EXISTING POWER & LIGHTIING TO REMAIN NINS
E
c�
i DN
PORCH
PROJECT NO.
La
-- 117018
ISSUE D
STORAGE 01-24-18ATE
D [11 o ICE REFRIGERATOR REVISIONS
TOILET _ ._.. —
XV/ x ---- -– —
DRAWN BY:
2 SE SJ
COND FLOOR ELECTRICAL PLAN 1 FIRST FLOOR ELECTRICAL PLAN O
E1 SCALE: 1/2" = 1'-0" (I *�
E1 SCALE: 1/2" = 1'-0"
E 1
IF SHEET IS LESS THAN 22"X 34" IT IS A REDUCED PRINT - SCALE REDUCED ACCORDINGLY