Atlantic Boulevard 533 (2) SHEET NO.
s
RECE1
GENERAL NOTES:
vr-D,- -
I. DESIGN SPECIFICATIONS! 8. TESTING AND SUBMITTALS &q Pfl
oo
�> DESIGNED IN ACCORDANCE WITH THE 1997 STANDARD BUILDING CODE (SBC)AS FOLLOWS: CONCRETE TEST REPORTS. Submit three copies of laboratory test reports directly from the Independent testing 7ob6rd
WW WUj I �etGjttyt WAW1
BY OCCUPANCY - ASSEMBLY GROUP A-2 (SMALL ASSEMBLY) one to the owner,one directly to the Architect and'one to 'the Structural Engineer,for eGch conc
Concrete compressive tests shall be In accordance with ASTM C31 and ASTM CJ9. Take one set of to# 6 ders ffllblgach
BY CONSTRUCTION - TYPE IV,UNPROTECTED I 10ii and Zoning
AND THE BUILDING CODE REQUI REMENTS FOR MASONRY STRUCTURES (ACI 530-_q9) 50 cubic yards of concrete placed In any one day. Test two specimens at 7 days;test two specimens at Gy - V)
Slump tests shall be In accordance with ASTY C143. Perform one test for each load point of discharge and one for each set z
2. CONSTRUCTION SPECIFICATIONS: of compressive strength specimens. All concrete (except grout as noted above)shall have a slump of 4-* 0
V)
CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE 1997 STANDARD BUILDING CODE (SBC)AND 4'CONCRETE SLAB >
-99).
1010 THE SpECIFICA TIONS FOR MASONRY S TRUC TURES (ACI 530.1
00
3. SUPERIMPOSED LOADS
APP,IR 0 V E'D 8'CMU
LIVE. CITY 'OF -ATIANTIC BEC- lf (GROUTED CELLS)
Floo r = /00 psf 13UILDING OFFICg
Roof = 20 psf #5 DOWEL AT EA.#5 VERT
WIND.(Based on 1/0 mph LIUSIG Wind Speed)
Walls (Edge Zone)26 psf OCT 2 6 0 PROVIDE 8'HOOK IN FTG.
7 DOWEL @ AT EA.#7 VERT
Roof 28 psf (Net Uplift) PROVIDE 10112'HOOK IN FTG.
'j-
4. MATERIALS
CAST-IN-PLACE CONCRETE:shall have a compressive strength of 3000 psi at 28 days. (3)*5 CONTINUOUS wl 30'Ml
24-
CONCRETE MASONRY UNITS.shall be hollow unit masonry In accordance with ASTY C 90 and shall have a minimum BEND AROUND CORNERS
th of Igoo psi when using Type Y or S mortar (ASTM C 270).
net area compressive streng
Ifioccordance with AC1530, the 1900 psi block In combination with Type M or S mortar provides a design compressive STEMWALL FOOTING DETAIL
VT
strength (fm)of 1500 psi.
,j
ate size of Y81
GROUT.The grout shall be In accordance with ASTY C 476 and shall have a maximum course aggreg
4
C,
have a minimum specified compressive strength of 2000 psi at 28 days when tested In
00 placed at an 8'to 11'slump and
Uj W LLJ Lo accordance with ASTY C 1019.
REINFORCING STEEL:shall be ASTY A615,Grade 60 (Minimum cover shall be 3'1n footings).
*5 DOWEL AT EA.#5 VERT
STRUCTURAL STEEL:shallbe ASTY A36.
PROVIDE 8*HOOK IN FTG.
STEEL PIPE AND STRUCTURAL! TUBING.shall be ASTM A500 (Grade B) 7 DOWEL AT EA.*7 VERT
WELDED WIRE FABRIC (WWF)..shollbe ASTY A185.
i PROVIDE I(YI2'HOOK IN FTG.
ANCHOR BOLTS AND THREADED RODS.shall be In accordance with ASTY A 307 or ASTM F 1554 Grade 36.
WASHERS:shall be In accordance'with ASTM F 436 Grade 36. Q)
NUTS.shall be In accordance with ASTM A 563 Grade A Hex.
22
00 WELD MATERIAL:shall be ASTY �A233,E70XX electrode.
L,Juj
WUj (DUAL CARTRIDGE INSTALLATION ONLY).-
EPDXY BONDING COMPOUND.shall be one of the following products
I
X HIItI,Inc.,Product.HSEI 2421
X Simpson Strong-tle Co.�Product.SET Adhesive W W N
'20. (3)*5 CONTINUOUS wl 25'MIN LAP a LU a 0)
X US Anchor Co.,Product Ultrabond 2 Z�. q; ��j
(-5
0
a: LU
W
5. STEEL ROOF AND FLOOR DECKS INTERIOR BEARING BLOCK WALL DETAIL W 10
All steel roof and roof decks shall be in acco rdonce with the Steel Deck Institute (SDI)'Specifications and CommentoryN z
and the SDI'Code of Recommended Practice-latest edition.Including but not limited to 'MInumum Fastening Patterns'. W
00 00
WUj UjW 78'GYP.EACH FACE
6. STEEL BAR JOISTS I (I-HOUR WALL) F
1 ,—2x4 STUDS v 16'O.C.
Allsteeljolsts sholibe desIged I In accordance with the SteelJolst Institute (5,11)'Standord Specifications for Open Web SteelJolsts'
1 2 U) N
latest edition;Including but not limited to 'Ho rIzontol Bridging'and 'UpIlf t'. 2x4 P.T.SILL PLATE— �j IIZZ
78'DIA.x 7'MECHANICAL ANCHOR i
�< CL
7. LIGHT GAGE STEEL FRAMING SPA 48'0.C. LIJ
All light gage steel f ramIng shall be formed f rom steel In accordance with the minimum requirements of -_j
A.I.S.I.standards latest edltlon� All galvanized studs,joists, track,bridging and accessories shall be formed from steel
00 ZZ
having a galvanized coating meeting the requirements of ASTY A653. Studs and joists shall have 0 minimum yield
with self topping scews. All studs shall be 378'(C-studs),22 GA.spaced at 16'o.c.max.
Ld W UjW strength of 50 ksl. All other s I ectlons shall have a minimum yield strength of 33 ksl. Fastening of components shall be
20.
(3)#5 CONTINUOUS wl 30'MIN LAP L2
INTERIOR BEARING FRAMED WALL DETAIL
/I TZ-4- N 7-IC- Z-V 1:-_)
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MACT W.
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42'x78'x24'DEEP FTG. 0
W1 (4)#5 LONG DIR.
& (8) 5 SHORT DIR.
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(SEE SHEET S-1)
(SEE S-/ V�
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6 NO./0 WWF
OVER CONT. VAPOR
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1 1 NOTES.
& (8)*5 SHOR T DIR.
L----------------------------------------I -------
------- 1.1 A SOIL REPORT WAS NOT AVAILABLE DURING THE DESIGN OF
I I
L ---------------- - ------------- I THIS S TRUC TURE
------------- -------------------
Q-
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DETAIL A (SEE S-9) DETAIL (SEE S-9)i�� 21 FOOTING SIZES WHERE BASED ON AN ASSUMED ALLOWABLE
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25'-4-+ 25'-4�2+ SOIL BEARING PRESSURE OR 2500 PSF.
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68'-4- 71-8N J. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO VERIFY
THE CAPACITY OF THE SOIL AND DETERMINE THE REQUIRED
76'-0' Q)
COMPACTION NEEDED TO ACHIEVE THE ABOVE BEARING
PRESSURE.
FOUNDA TION PLAN
DGW&ECIF IUA I ION....... DD-MMM-YYYY HH:MMM-
c:\de\projects\1231\fndpin.dgn Oct. 02, 2000 15:2i 21
SHEET NO.
S-3
EXIS TING S TRUC TURE PRDJECT NO,
HORIZONTAL BRIDGING (TYP.) u- JO'K9 BAR JOISTS
30,O.C.(TYP.)
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(SEE GENERAL NOTES)
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8'CMU WALL (TYP.) -------------r----------�--T- NOTES.
L-—--—--—--—---
SEE SHEETS S-5, 5-6 FOR SECTIONS.
2. ALL CONVENTIONAL FRAMING SHALL BE SYP -2.
DETAIL A (SEE S-9) DETAIL (SEE S-9) :z
-95'-4-1 25'-4�-* 1 Lu :3. FASTEN ALL RAFTERS W1 SIMPSON HE TA12 W1 (6)10d.NAILS Ll-
AT EACH BEARING.
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SECOND FLOOR FLOOR FRAMING PLAN
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SHEET NO.
S-4
EXISTING STRUCTURE------j PROJECT W.
NEW CHU KNEEWALL
24 K7 BAR JOISTS
(SEE SHEET S-.6)A I-HORIZONTAL BRIDGING (TYP.)
62 60'O.C.(TYP.)
00
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/I* SEE SHEETS S-6, & S-7 FOR SECTIONS.
ALL CONVENTIONAL FRAMING SHALL BE SYP *2.
DETAIL A! (SEE S-9)
DETAIL A (SEE S-9) I
25'-4�2* 25'-4-* 1 J. FASTEN ALL RAFTERS W/ SIMPSON HETA12 W/ (6)10d.NAILS
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SKET NO.
S-5
PRDJECT X
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wui CONC.SLAB OVER
STEEL DECKING STEEL DECKING
(SEE PLAN) V2 GAP BE TWEEN
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10
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B
SECTION-,
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BEAM & COLUMN
STEEL DECKING FACE OF STL COLUMN
CONC.SLAB OVER CMU COLUMN BEYOND FACE OF METAL STUDS--7—
(SEE PLAN)
CONC SLAB OVER
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SHEET S-9
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METAL STUDS
(SEE GENERAL NOTES)-------
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kDUNVWLCIFICATION....... DD-MMM-YYYY HH:MMM-
c:\de\ppojects\1231\deti.dgn Oct. 02, 2000 15:38 53
SHEET HO.
S-6
PROJECT NO.
L 2x2xll4 CONT.wl
L 2x2xll4 CONT.wl CONC.SLAB OVER CONC.SLAB OVER i i
V2'0 x 4'MECHA1VCAL S TEEL DECKING STEEL DECKING Y2'0 x 4'MECHANCAL
00 ANCHOR 32'O.C.(TYP.) (SEE PLAN) (SEE PLAN) ANCHOR v 32'O.C.(TYP.)A'
EXISTING CMU WALL
CIP TIE BEAM
SEE DETAIL ;777:777777=
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SHEET S-9----.
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ANCHOR (TYP.)X
ANCHOR (TYP.)X >
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(SEE GENERAL NOTES) (SEE GENERAL NOTES)
S)
<1 TYP.)
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L 3x3xY4x YLONG (TYP.)
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SEC TION E SEC TION F
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X SUBSTITUTE W/ V2'0 x 4'SLEEVE �Y SUBSTITUTE wl !12NO x 4 SLEEVE t
ANCHOR IF CELL IS NOT GROUTED SOLID ANCHOR IF CELL IS NOT GROUTED SOLID
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RIGID INSUL OVER METAL
V2'GAP BETWEEN RIGID INSUL OVER METAL
CONC.BRICK TYP.) DECKING (SEE PLAN)
16 JOIST ENDS CENTERED 7 (TYP.) DECKING (SEE PLAN)
1
(3 COURSES) Z 1�6�2
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05
SHEET M S-7
PRWECT?a
CONC.SLAB OVER L 2x2x114 CONT.W�
L 2x2x114 CON T.W/ BUILD-UP ROOF OVER V2'0 x 4'MECHANdAL
V2'0 x 4 MECHANCAL RIGID INSUL OVER METAL STEEL DECKING A
ANCHOR 0 32'O.C.(TYP-) DECKING (SEE PLAN) (SEE PLAN) NCHOR v 32'O.C.(TYF.);*
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ANCHOR IF CELL IS NOT GROUTED SOLID
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BUILD-UP ROOF OVER PRECAST COPING
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(TYP.) :t:
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SHEET NO.
S-8
MOJECT W
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-DD-MMM-YYYY HH:MMM-
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SHEET NO.
S-9
PRDJECT W.
-OUT FOR
BLCOK
BAR JOIST BEARING
00
> WHERE REO'D
8'X16'C/P CONC.
TEL (SEE DETAIL)
TIE BEAM
-7 HORIZ.BARS IN TIE BEAM
CONT.OR wl 42'MIN.LAPS Z
GROUT STOP
WHERE REO'D—,,,,....' (BEND AROUND CORNERS 42'
X
OR PROVIDE CORNER BARS
>
wl 42'MIN.LAP TO HORIZ.BARS Is
AT
WALL OPENINGS w
Lao
nn (4)*5 VERTICAL VERT BAR BEYOND wl *7 DOWEL
(GROUT SOLID)
429'M/N.(TYP.)
P LAP *7's AT
WALL CORNERS
LAP 45's
-MIN.(TYP.)
42 'r MIN.(Typ
JC 3L,
STANDARD kOOK
t' 0 EA.HORIZ.REINF.,�,
00
2ND FLOOR
8X8'PRECAST CONC.LINTEL
TOP OF WINDOW . ..:.
BLOCK wl (2)*5 BOT.GROUT SOLID
OR DOOR OPENING
USE RECESSED BLOCK
--*5 DOWELS AT EACH VERTICAL
OVER DOORS ... .....
I- i LAP 30'MIN.wl VERT BARS.
TYPICAL TIE BEAM (BOND BEAM)& LINTEL DETAIL ..
PROVIDE 8'HOOK TOP & BOT as
00
8X16 TIE BEAM (BOND BEAM)_1
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-5 VERT.Ik
07 VERT.IN
GROUTED CELL
GROUTED CELL a 4'-0*O.C.
AT WALL CORNERS
(Typ.I
(TYP.) VLINTEL (SEE DETAIL)
DE TAIL C
Co
(12x12 COLUMN DETAIL) #7 VER
00 T.IN
GROUTED CELL
AT WALL OPENINGS
a
(TYP.)
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LAP wl *7 VERT. uj
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42'MIN.(TYP.)
w
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7 x 2'
*7 x VERT.IN (WRAP IN ROOFING PAPER S
iN GROUTED CELL 5 DOWEL
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GROUTED CELLS TO MINIMIZE BOND) LAP wl #5 VERT......
00 00 ...
30'MIN.(TYP.)
WUJ LOW SPA. 48'O.C.MAX.VERTICALLY
�8"CONTROL JOINT
JO'STRAP
RAKE OUT AND SEAL WX IY4'X 7 DOWELIS
wl J'RIGHT ANGLE BENDS LAP wl *7 VERT.
wl BACKER ROD AND
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mi q_j H L_j L__ JOINT SEALER (TYP.) AT
MAX. VERTICALLY
78 CON TROL JOIN T
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(TERMINATE 2*FROM CONTROL JOINT) -_j
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MAP SHOWING SURVEY OF
LOTS 803 AND 804, SECTION 1 , SALTAIR, AS RECORDED IN PLAT BOOK 10,
PAG E 8) OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA.
STURDIVANT AVENUE
(FORMERLY LAKEVIEW AVENUE)
50' RIGHT-OF-WAY
(99.97' FIELD)
FOUND 1/2' IRON
PIPE. LB 3672 100.00' SET 1/2- IRON
PIPE, LB3672
(50.00' PER PLAT)
(50.00' PER PLAT) (200.00- PER PLAT)
LOT 802 LOT 803 LOT 804 'A
0 bo LOT 805
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1 9.7'
LOT 784 LOT 785 LOT 786 LOT 787 LOT 788 LOT 789 LOT 790 LOT 791
NOTES:
THIS IS A SPECIAL PURPOSE SURVEY
FOR FOUNDATION LOCATION.
NORTH PROTRACTED FROM PLAT.
ANGLES AS PER FIELD SURVEY.
NO BUILDING RESTRICTION LINE AS PER PLAT.
THIS SURVEY WAS MADE FOR THE BENEFIT
OF W.A,H. DEVELOPMENT; AND WAS MADE
THE PROPERTY SHOWN HEREON APPEARS TO LIE IN COMPLIANCE WITH THE MINIMUM
IN FLOOD ZONE "X" (AREA OUTSIDE 500—YEAR TECHNICAL STANDARDS SET FORTH IN
FLOOD PLAIN) AS WELL AS CAN BE DETERMINED CHAPTER 61 'G17-6 OF THE FLORIDA
FROM THE FLOOD INSURANCE RATE MAP COMMUNITY ADMINISTRATIVE CODE. .
PANEL No. 120075 0001 D FOR THE CITY OF
ATLANTIC BEACH, DUVAL COUNTY, FLORIDA, REVISED
APRIL 17, 1989.
!'NV.
UNLESS IT BEARS THE SIGNATURE AND
THE ORIGINAL RAISED SEAL OF A FLORIDA
LICENSED SURVEYOR AND MAPPER, THIS D 04 W. BOA NWRIGH
MAP IS FOR INFORMAT10NAL PURPOSES S33
FLA. LIC. SURVEYOR- AND -MAPPER No. 3295
--- FLORIDA LICENSED SURVEYING AD—MAPPING BUSINESS No. 3672
SCALF-' j=:=2(Y
FILF-*-2001—7-84 DRAWN BY:=1[ BOATWRIGHT LAND SURVEYORS, Inc. 1711 5th STREET SOUTH JACKSONVILLE BEACH, FLORIDA 241 -8550 �DATEJAN. 30=2001 ;EET 1 OF 1
5/8" CDX PLYWOOD
METAL HURRICANE CLIP
(1 @ EA. STUD)
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ENDS OF EXISTING TRUSSES
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All—
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cl<N
SIMPSON HID. @
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DRAWN BY:
5JC;
DE81GNED BY:
APPROVE
CIV. OF ATLANTIC iAl;,C:i 5JC
BUILOING OFFICE
8 C=:-
A5 NOTED
MAR 2 7 2001
DATE:
0
DEC. (o, 2000
JOB NO.
00143
0 li
SHEET NO.
.vi
D I of I
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