Permits 6002 Fleet Landing Blvd Bus Stop b..
CONCRETE ROOF TILES ON
BATTENS W/ SHIMS OVER
UNDERLAYMENT
SAW CUT JOINT. SAW CUT DEPTH TO BE 1/4 x SLAB ROOF SHEATHING - _
GALVANIZED JOINT THICKNESS. SAW CUTTING TO BE IN ACCORDANCE WITH
REINFORCING ® A.C.I. SAW CUT CONTRACTION JOINTS AS SOON AS THE 5„ _ �-
16" ON CENTER CONCRETE SURFACE IS FIRM ENOUGH NOT TO BE TORN Ilg PWT'5 - -
VERTICAL OR DAMAGED BY THE BLADE AND BEFORE RANDOM - W
(USUALLY
CRACKS CAN FORM IN THE CONCRETE SLAB 2X4 SOFFIT BLKG. 12" O.G.
USUALLY WITHIN 4 TO 12 HOURS AFTER THE SLAB d.
w HAS BEEN PLACED.) JOINTS SHALL BE AT LOCATIONS RlASTIG VENTED EAVE CLOSURE /
o V, INDICATED ON PLAN. _
EPS TRIM BELOW PAINT EXPOSED PORNION TO
1/2 4 THRU-BOLTS STL. COLUMN, REFER MATCH EXT. FINISH S,Y5TEM ALUM. DRIP EDGE
w SLAB REIN-
FORCING uil� I TO 5TRUGT. DW65.
6F.F. ELEV - ALUM. GUTTER AND HANGER5
I/4" U-SHAPED PLATE 10 — °
—ICV
WD BEAM, REFER TO AI.I a°
Xe X!. X -T Xy X' d
DRIP W/HEMMED) °
-iii-iii-iii- -iii 5TRUGT. ROOF EDGE
CMU FRAMING PLAN I I STEEL P05T >00 r`r
°
SINGLE WYiHE WALLS VAPOR RETARDER - ° TRU55 BRC. ELEV. FLORIDA FII I V 1
I" E.I.F.S. 14
TYPICAL PREFABRICATED METAL JOINT CUT EVERY OTHER BAR — 4" CMU 5/8" CELLULAR PVA TRIM -ICV
LICENSE NO.
REINFORCING IN MASONRY WALLS T42a:0.01 AT THE CONTROL JOINT 2x� WD• ASGIA AA26000738
T4200_01 N.T.S.
TYPICAL CONTRACTION JOINT - SAW CUT to
I/2" CELLULAR PV( SHEET
AI.I
T3300_05 N.T.S.
T3300.05 2" ALUM 5TR1�'' VENT
Iq 5TRUCTURAL 5EC1'ION 0 COLUMN DETAIL I� TYP I t AL TERMITE 5H I ELD DETAIL I6 EAVE DETAIL
AI.I SCALE: 11/2' : 1'-0' I I 50ALE: 11/2' = 1'-0' AI.I
SCALE: 3j• = I'-0' AI.I
SCALE: 11/2' = 1'-0' ��^^0, a ,
v♦ E'er
C M
� O
QDCn e-
ANNDCOLUFOOT FOOTING Q.
12 � N U
63.. + +
CONCRETE ROOF TILES ON I'-O" 4 r ' am
4-3/4" DIA x 20" HEADED ANCHOR " _� y 6 u t - - b w 1L x
CN
BOL1`S. CAREFULLY C00R _ 5< ;-�,. -.<<-� ._ I _. ; COL J{4 @ 24 o c ., ., ^ a c•�
.. .:....-,c.z -.
�` ..-. .. ....,.: UNDERLAYMENT Q .� c
LOCATION OF ANCHOR BOLTS III i 3
AND PIER REINFORCING SO THEY GR(,f PIER 100% SOLID Z z ROOF SHEATHING ♦^ o N
DO NOT.INTERFERE. PROVIDE 12" III w/ fl�= 2500 psi GROUT Y 5 ti V♦ v� M
L = a 13 it 12' o�,c PWT'5 •� I-- 0
1 1 2" LONG ANCHOR BOLTS FOR 8" PIERS TYPIC m N BOTH WAYS
(� c C
AIL
~ w
MINIM BASE PLATE, g 12 A1.1 12 I6
+
AI.I 0)
TYPICAL 1"x10"x10" III REFER TO 5TRUGT.
ALL SIDES WD BEAM, b b
ALL HOLES 3/4" DRY PACKING OR x x x x x
NON-SHRINK GROUT ROOF FRAMING PLAN
1/4" LEVELING PLATE TO TIES sit
SEALANT I v
�r
#3 TIES @ 12" ox. Z oCUMr
(3 MINIMUM) CL
O„ ¢ 2#5 CONTINUOUS— 6:12 BEVEL =,v a S
MATCH DOWELS TOS 12" MINIMUM TYP N — — — — — — — — — - -
SUSS BR6.ELEV. r I ti
a - - - TRU55 BRC. ELEV. t) CL
, - - - x
SQUARE PIER M Q
P AN V W 4-#9 VAPOR RETARDER -ICV ® a
DOWELS c . o mC AR PVC
:<
l
4_0
4- 4 a . ,o - OVER IX FURR N6 a 16 O.C.RD CU CWD
N z
EALH WAY a / Ln c
m 12 CIO
cc
_ (I HTS TW15T STRAP a G m Ai
o
/ N V
EACH TRU55,BY E ti
/ + m
L
:...:.:.. . . .. ,..:. ... ..; ,•. .; ,.: . �� 2X4 WD BLOCKING a _ SIMPSON OR EQUAL t
3" CLEAR -iii-iii-iii-i O ,
VERTICAL PIER REINFORCING - LL, •.
MAY BE OMITTED WHEN TYPICAL FOR COLUMN SIZE, PIER - TYPICAL TURNED DOWN SLAB I
/ Ib"D.G.(BOTH SIDES) 0 U~
DOWELS EXTEND TO WITHIN T33OO.19 I_-
TO 1 L + +
AND FOOTING, SEE PLAN `> T3300_19 N.T.S. ::'. '':•:•: '.. : :: ::.: •.:... 8
SUPPORT 5/4X10 5/8 x 13/4 CELLULAR PVG
2 OF TOP OF PIER. : . \ WD BLOCKING TRIM BOARD,BOTH SIDES
V
5/4X10 WD. BLOCKING N
5%. COLUMN REFER \ (D M
\ WOOD BEAM REF -
TYPICAL A
ER TO
C L CO MN _
LU PIER AND FOOTING � _ N
STRUCTURAL
.40 TO STRUGT. PLAN �Ro Y
T33O9 ELEV. \ OF
F.Ifw
T
4
N.T.S. — —
3300 0
: �. ..: - ., :.;._::.:' FRAMING PLAN L ��
I EI I.F.S. I - 13 5/b"CELLULAR PVC Z Q o
4 GMU ( F � EAVE DETAIL ,�'"`
TRIM BOARDS
L - - - - - - - - - - - - - - - - - - - - - - - - J - - — � AI.I " 0
- SCALE: 3/4 -1'-0"
♦/,
AI.I � +�.�,y f�`I.I I" CONCRETE ROOF TILES ON
�+ tK + 6:12 BEVEL BATTENS W/SHIMS OVER
r --- I< ,y�' 1 r--- �0 UNDERLAYMENT
12
+ 1 I +per I BACKER ROD 5/s" APA GRADE STRUCTURAL
— — — — — _ _ I I $ SEALANT
- - - (3) 2X10 --
-- i�
EXT.
\ / PLYWOOD SHEATHING, 6
F I I/2 EXP. JT. FILLER I I ' EXT. ELE Y ATI ON 14 EXT. 40/20 SPAN RATING
I w IIS L —r_ J L — J W/ BACKER ROD X
LEVATION
pI}I.I SCALE: 1/4"=1'-0' AI.I PRE-ENGINEERED WOOD
�I Sio ,�4 NI.1 I I AND SEALANT SCALE: 1/4#"_I'-0'- TRU55 BY TRU55 SUPPLIER
F.F. ELEV. i TOP CHORD LL = 20 P5F
TURNED DOWN SLAB, TOP CHORD DL = 25 P5F
REFER TO TYP. DETAIL BOTTOM CHORD DL = 10 P5F
STEP DOWN GIRDER THICKENED SLAB, 4 I6
i
— REINFORCE SIM.TO TYP. AI,I
L — STEP DOWN GIRDER — -f ——— —— — WALL 5ECTION
ry
rntw Ilg -_
G4NC. _
•- � r-
a
.,<,. .,. .,, ._. , ,_ e w-,• .. .._,ti-. . __ _ .- ,_. ,-._. x - _ TRU55 BRC. ELEV.
t
FOUNDATION AND D N
/ L----- I TYP.WALL FOUNDATION a
1/2"CELLULAR PVC
LINTEL - CMU BOND ————1 FOOTING, REFER as 4 1 -I'd- �1
— BEAM Wr(2)#5 BARS TO 5TRU6T. DETAIL ° SHEET OVER Ix HP. l V
12 12 FURRING e 12"O.G.
— — — — — — — — — GpNTIN0005(BOTTOM)
GONG.ROOF TILES,TYP.
HETA EMBEDDED TRU55
4 b � 6 � ANCHOR
0OR TRUSS,E
GUTTER,TYP. 2X4 WD.BLOCKING 5/8"x 1 3/4"CELLULAR PVC
PWT JA //
CK TRUSSES
24" O.G.MAX.,TYP.
� SECTION E)_E�/�,TION 5/8" X I-3/4"CELLULAR O TRIM BOARD,® PERIMETER
rgr$RG.ELEV.- - - - - - - - _ - - - - PVC T JIM
5/8" GELLULAR PVC TRIM CMU BOND BEAM,
F--+
CONTINUOUS W/(2)#5 r
5/4X10 WD.BLOCKING BARS. GROUT 100% V
',. .. .. PNT.CELLULAR
rl2 5TRUCTURAL ROOF FRAMING PLA1 II 5TRUCTURAL F NDATION PLAN IO
PVC TRIM,TYP. SEALANT GRLOIUUT�TYPc=2500 P51
COLUMN ELEVATIOW5ECTION D.S.,TYP. Z
AI.I SCALE: V4":I'-0' AI.I SCALE: 1/4":I'-O" AI.I �_O■
SCALE: I I/2 - I L16HT FIXTURE,TYP.
aj M
SEE WALL SECTION W
:. •'>� G.J.,TYP.
FOR WALL FUTURE MAILBOX ►-:.� / 1
GONSTRUGTION in > LOCATION,R.O.
2'-D" X 3'-4" 8 GMU
w� w-j
0.0
F.F.ELEEV_ — — — — — — — — — — E.I.F.S.,TYP. #4 BARS s+ 48"D.G. MAX.
5EALANT w
7
F-+
-� � - � r - GROUT CELLS W/BARS �
L - _ - J ( I" 100%50LID W/f'c=2500
- - - - - - - � - - - L - P51 GROUT,TYP. O
CMU BOND LIGHTING LEGEND �- - - - - - - -�
211 BEAM
5EE VARIES HM FRAME I'x 4'FLUORESCENT LIGHT FIXTURE ,1 - `,
E T. ELEVATION 6 EXT. ELEVATION Q cry
DOOR Q WALL-MOUNTED SCONCE
SCHEDULE 2 T I BAGKER ROD 8 �` All.!I 5GALE: I/4°=1'-O' AI.) SCALE: 14"c. " GROOVE EP5 AND FILL
� / WITH SEALANT
SEALANT z <
O SURFACE MOUNTED LIGHT -I_O 4" SLAB ON GRADE
LU TERMITE SHIELD,REFER SLAB REINFORCEMENT,#3 ( �
-A CELLULAR PVC BEADBOARD TO DETAIL 17/AI.I O V
$ARS 0 12" O.C. (EACH WAY)
LU p
D FRAME I/2" EXP.JT.MATERIAL W/
LLI ' DOOR BACKER ROD d SEALANT VAPOR RETARDER H
ui CA = s
_ � 6YP5UM BOARD CEILING
LU F.F. ELEV. CJ] W �••�
Lw BACKER ROD - -
FINISHED 5EE WALL SECTION 8 5EALA,NT '1 a
FOR WALL
#4 BARS® 45"O.G. z
FLOOR LINE CONSTRUCTION ALI j � z °
F_1 M STRUCTURE
• - . . .��..„ Hi �u .�� JI GONG.
wow
--- - - d
SLAB,SLOPE AWAY w x
�e m
a
0
a _ z a
41
(2) #4 BARS CONTINUOUS
q DOOR TYPE AND FRAME TYPE 8 DOOR HEAD JAMB DETAILS _ A11 EQ EQ EQ EQ W
AI.I SCALE: 1/4" : 1'-0" AI.I SCALE: 1 1/2' : I'-0' v - TYP. MALL 5EOTION
—BUS STOP ° L.J. ° ° ° ° a
AI.I SCALE: 5/4":1'--0"
C'S e ° � I ° G.J. e�
- - - - - - - - - _ ° dE.J. °
UIIdJ
GONG. SLAB AT GENERAL NOTE5:
14"
PERIMETER TYP.' I. DOWN SPOUTS REQUIRE DOWN SPOUT ADAPTER AND CONNECTION TO STORM WATER SYSTEM.
LU Ld ° a ° BUS STOP ° ° REFER TO CIVIL
d E.J. ° 2. REFER TO AO.1 FOR APPROX. BUILDING LOCATION ON 51TE (PLAN
II I 13 n7i� SLOPE GONG. EJ ° SUBMITTED WITH MASTER PERMIT).
ID i AI.I 6 `� I/8/ r.(TYP.) ° a I ° d 3. THE DESIGN INTENT IS TO MATCH THS EXISTING BUS STOPS ON CAMPUS, IF
0 0 R 5�H E D U L I AI•I ° ° I ° d ° G J a ° ° ° 14 QUE5TION5 AR15E DEFAULT TO EXISTING 5TRUGTURE5 FOR CLARIFICATION. REVISION DATE
MOUNT SCONCES ON ° d 4. EXTERIOR GOLOR5 BY OWNER,
FRIEZE BOARD,TYP. � � G.J.
B b� /14 - d ° G.J. ° ° AI.I 5. COORD. SHELVING, SERVICE RECEPiTAGLES, EXHAUST FAN AND
FRAME DATA HOU5EKEEPIN5MARK TYPE SIZE MAT'L GLAZE RATING REMARKS �'
SET TYPE MAT L. FIN15H HEAD JAME3 SILL OH I — — — - �; ° N a a ° ° ° 5PACE HEATER WITH OWNER.
AI.I iO ° ° a a a °
I A 2'-8" X b'-8" HIM - - " F-I HM PINT HI JI A UM "5EE NOTE 01 8 #2 ISSUE DATE
6 m - FUTURE MAILBOX -
LOCATION, a ►nldJ °REFER TO CIVIL, d
- - - - - - - - - - - - - r INFILL hU 3 5/8" ml�r ^FOR F.F. ELEV.
A 5B RE\ / A T I O�I S NOTES
I O TE� � ROOF VENT,TYP. MTL.STUDS AND � � ° d; HOUSEKEEPING d° -1 O , 006
Y I I �4 I `4, I I� I I I v2"EXT.GYP. � a ° � m ° ° � da � � 08 DECEMBER
SHEATHING, d ° ° °° a City o Atlantic Beach
HM HOLLOW METAL I. FOR HARDWARE 5ET, PROVIDE BUTTS, INTER(ONNE(TED LOGK5ET (F15), AND FLOOR STOP. - ared Zorncy Departrrf�eM
LINE OF SOFFIT • � GUTTER,TYP. G.J.'S® (V ° d° ° °
PINT PAINT 2. HM FRAME AND DOOR TO BE GALVANIZED AND PAINTED. D.S. D.5. 'lRdt vertlieer compreance vrHlfi applicable DRAWING TITLE
EoM�ag, subdivision and other �Ocal land
NOTES: d J
Wild) EJ'° ° G.J. d dwMoP#1 reguiefions, beet does no constitute
0.5.1 TYP. ° ° M STOP $
ap�eovai for•Mat i�uanoe d permits. Compliance HOUSEKEEPING
° d 31 ° ° Pbetda SuNd111g Code and aN other+'applicable
I. ALL EXTERIOR FIXTURES ON PHOTOCELL. ° 8 84 ° 400 AMP �►$tale and Werat permkth� roquiremema
2. PROVIDE 51NGLE POLE 5WITGH FOR HOUSEKEEPING LIGHT FIXTURE Awstbe VWM*d signature of t1 C*of Atlantic
Lu ELECTRICAL PANEL, iNth Stealing i yrfor M +ae�Ca of a r='
S 5 8 UTILITIES
SITE iParaeit■ COMMISSION NO.
['�'ir
AI.I AI.I NH # 06003
0
0
SHEET NUMBER
4 DOOR 5CHEDULE s REFLECTED CE I L I NC- PLAN AND LEGEND 2 ROOF PLAN I FLOOR PLAN
0 O
o ALI SCALE: WA AI.I SCALE: 1/4":V-0" AI.I' SCALE: 1/4'=1'-0' AI.I SCALE: I/4":�I,_0"
AU
I
I ,,
COPYRIGHT 2006 NORKR AND HULL ASSOCIATES, INC.