522 Clippership Lane (2) .. . _ _
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- - _ _
14'-4" 4 12 8 2 4" 6 -0" 12 0
THIS DOCUMENT IS AN
7 -2 7 -2. 2 - 4 -10 10'- 1/2" 4'-11 1/2"
-INSTRUMENT OF
9: 55: 10 .AM . . 2 -11 3 -, 5 -10 6'-2
ARCHITECT'S SERVICE
FOR'OTHERS FOR CON-.
-9" _ Al STRUCTION:OF PROJECT .
Thursday- April. 24, 2003 � .. _ 3`-0'
2
2 AS TITLED BELOW.
02-38 Base Rev.dwg o AWNING WNDow INFORMATIONS DERIVED
RObert Grc1 .� GLASS Locx �j FROM THIS INSTRUMENT
N 4 -0 4,.0..
iv iv 4'—0', 1'—
0" CAN NOT BE USED FOR,;
CODE CONFORMANCE REVIEW: OTHER WORKS UNLESS
4'-0'X1'-8" AUTHORIZED BY THE'
Stephens Duplex r--- 4'-0"X 1'-8" .
N o ENCLOSURE ARCHITECT ,WITHOUT
Atlantic Beach,FL o FIBERGLASS
CV I TOP AT 6' AFF I
-� RIGHTS.NFRINGEMENT OF LEGAL
Code Conformance Review _
Florida Building Code 2001 Edition EV DESCRIPTION G
Occupancy Classification(per 311.2): Residential Group R2LOTILE (0 �
' CLG. I 5'-8" 1 4-24-03
9
Construction Type(Table 600): Type VI, Two-Hour& Unsprinklered 2_ _
0
:r I M. BATH ° 2D o 2
Area Calculations(SBC Table 500)
` Max. Stories: 3 Stories not to exceed 50 fee_t r;, _ I13
3
Allowable Building Area: 10,500 Sq.Ft. I o o Q o 4
ASPHALT SHINGLES ON 30 0� `° ® 2 ;r, `°
# Residential 1,973 200 net Sq. Ft. 9.87 o o �(
FELT W/ BUTTON TABS. W/ _ - - -
'ON A.P.A: RATED SHEATHING
Arrangement&Number of Exits-Section 1004 o
Table 1004 0 - _ _ _ _ _ 0"
= I 5. 8,. 3. 4 5' 6' 8 3' 8" /_14'-8" 12'-0" o
Max:Travel Distance to Exit 250 ft. Ln r » I
Max. Dead End Corridor 20 ft. 4. in G R A Y
Door Exit Width Req'd 9.87 x .2= 1.97" (providing 36")
2 19 18 17 16 15 14 13 12 11 10 9 8 7 6 A' R C H I T E C T
40 40 60 .......... . ....
_ o 0 40
� o P.O. BOX. 50336 .
Q4
FW I Jacksonville Beach,
FIRST TO SECOND FLOOR I — — — — —
Florida - 32240
(20) EQUAL. RISERS @6 7/8"H. — - - - - -- - - - - - - - - - - - - - - =- - - - - - - - - - - - - — — TEL. 904.241.0700
. W/ (21 ) 11 " W. TREADS.. - � FAX 904.339.0069 . .
R-19 MIN. INSULATION (TOTAL TREAD DEPTH = 11 ) —
- 0 D
VINYL SOFFIT ° ° 4° 3
NERAL STAIR TE 4- 49 ° o Al .
0 0 6- 2 19 18 171161 15 14 131121 11 1 7
2 0 9 8 6 � .
R-11 MIN. INSULATION :
ALL STAIRS HAVE A 1 -1 /4' TO 1 1 /2"
I 5'-8" 3'-4" 5 S46 6'-g„ 4„ 14'-8" 6'-0" 12'-0" o
STUCCO ON ' SHEATHING DIAM. CONTINOUS HANDRAIL _
: OVER 2x. FRAMING `� 2'-8" 7'F; PI UIVIRING,
o" 3'
co
r� r�
�, 0 2 o
FIRE RY TARDENT FIRE RETARDENT T1 TLE_ SI IT a n r.� o in
PL WOOD PLYWOODO I x
4' MIN, EA SIDE 4' MIN, EA SIDE O o ,
OF CENTERLINE OF CENTERLINE INDEX OF SHEETS: M. BATH 20 5'_8" 20 M � .
Al - FLOOR PLAN & TITLE SHEET _ 9' CLG.CN
cD
A2 - ELEVATIONS TILE
El - ELECTRICAL PLANS
ST1 - STRUCTURAL PLANS AND DETAILS '
cD N TOP AT 6' AFF -
ROOF' DICK ROOF DECK ST2 - STRUCTURAL PLANS AND DETAILS o
o FIBERGLASS
ENCLOSURE
_IST I- '1TT�S I�=`1TS 4'-0'X1'-8" 4'-0'X,'-8"
77
1) ENERGY CALCULATIONS
0 4'-0' 4'-0" o 0 4'-0' 1'-0" -
2) TRUSS ENGINEERING ► GLAss Locx
. 3) SURVEY
N AWNING WINDOW - 2ND FLR. PLAN
4) TREE SURVEY 7'-2" 7'-2" 2'-9" 2'-9" 4'-10" ,0 0 1 3' O' Q-11 1/2" 2'-11" 3'-1" 5'-10 6'-2" Al
1 /411=
0
14'-4" 10'-4" 12'-8" 2'-4" 6'-0" 12'-0" 4.
TYP -X PROJECT .SCOPE: NEW 2-FAMILY DWELLING
OCCUPANCY: R3 - RESIDENTIAL
10,.
2ND FLR. CLG. 57•-s„
AREA TABULATION PER UNIT 21'-0" -�,. _ _ 4'- — s'-2" 14'-,1"
FIRST FLOOR 648 SF
SECOND FLOOR 963 SF
-+--�
� 3'-0"X 6'-0"
TOTAL A/C 1611 SF —
3° 0 Q
GARAGE 362 SF o ►�'�'+
TOTAL UNDER ROOF 1973 SF " ~
Z F-+-1
0 \ O
o
o i a + .
STRUCTURE HEIGHT AND NUMBER OF STORIES. o °' U DINING 00
MEAN ROOF HGT. 34'-10" w 10' CLG.
NUMBER, OF STORIES - 2 w REFC TILE Q .
PLYWOOD O I O `./ P
O L
CONSTRUCTION -TYPE: vi i
FLOOR SYSTEM FLOOR SYSTEM TYPE VI (UNPROTECTED, UNSPRINKLERED) X W 3
21'-0"
r
1'. AIR SPACE r v w O
' MATERIAL INFORMATION I 32 � Q
ROOFING:
ROOF UNDERLAYMENT - ASTM 4869 TYPE 1 . a 2° 1 ^ ,^ �
8' TYP "X' G 2- O �1 J
ROOF FLASHING DRIP RAKE CAP, VALLEY o 2 -I
14113) 12 11 10 8 7 6 5 4 3 Z
- 26 GAUGE TILE 00 �- n
0 8' CLG. o ►�-� �. f v l
1ST FLR. CLG. WINDOWS & DOORS:
I- AIR SPACE ENGINEERED INSTALLATION SPECIFICATIONS TO
' BE ON JOB SITE AT TIME OF INSTALLATION0 00
WINDOW HEAD H G T. 6'-8" U:N.0. -
5/8• TYPE 'X• GWB DRAWN RWG
o PWDR. I CHECKED RING
WIND ZONE INFORMATION 3 I 8' CLG. I I I I SCALE 1/4"
REFER TO THE STRUCTURAL DRAWINGS FOR
THE WIND ZONE INFORMATION. Al TILE 1411311 11 10 s 7 s 5 4 3 2 _
DATE 1/15/03
PROJECT LOCATION:TYPE _X" 28 2° I JOB ,NO.
0 1
GYPSUMEWALL/BOARD W/ 21'-0" �I 0
APPROXIMATELY 2300 FEET FROM THE TRUSS
STAGGERED JOINTS COASTAL CONSTRUCTION ZONE 3- 8 - 11 -1" 4'-0" " 13'-1"
2X4 FRAME WALL - o
o DINING I
CD o
GENERAL NOTES: I I 10' CLG. ti 11�
1. CAULK FLANGES OF ALL EXTERIOR w (� TILE
WINDOWS & DOORS
2. CONTINUOUS GRASPABLE HANDRAIL PER o REF. AppppVED I E C E 1 v E f�, aE'� ` :
SECTION 1007.5 (n( OF ATLANTIC BEACH r_j OF rT�'NTt - ;
,
CONCRETE C auiln►�a o�V,c>: EUILoING z NiNGCH
/ • 141
cc
Z '. •
I APR 2
CONTACT INFORMATION: o N 6 X03 r 2003 '`,1, • `�'.1�.'<t"'c ,
3 2-HOUR RATED WALL l
Al N.T.S. BUILDER & ARCHITECT: .. , ' • �.;, .�� .
ROBERT W. GRAY, III 3'-0'k 6'-0" 3q B .
ANSI UL 263 BEARING WALL FL AR No. 15364 - o
7
(904)349-6096 - PLAN
DESIGN NO. U305 - 1 HOUR 2 - 3 $
, 1 '-0' 3'-0"
EACH SIDE OF. CENTERLINE STRUCTURAL ENGINEER: SHEET.
B.W.I. Consulting, Inc. 2,'-0' S'-4' s_ 4'-5_ - 6' 2" ,4'--„ 1ST FLR . PLAN
F.B,P.E. Co. No. 9338 _ 2
57, 8„
WARREN .V.. CARRIGAN III, P.E. 1 /4 1-'=Of'
r Al
904)249-8413
'• OF SHEETS