POINSETTIA 130 PRE-ENGINEERED ROOF
TRUSS (SEE TRUSS
SEE STRUCTURAL DRAWINGS PACKAGE) CIV
o Atlantic Beach
�Zoning Departrnert!
F 0 R LOCATION AND SIZES vMM"Compfiantx%ith apps cable
[zon�, aq vision and other local Ian
Mont AREA EVALUATION A L U A T I O N 10pl for Issuans,nce
but does not con titut(
OF EXTERIOR INTERIOR t for Issuance ami an
WithFloridaF8 ding-Code and all other uire ant
l, State d Federal permitting require ent
BEARING FOOTERS t be verifi d by signature of the City of A anti
LIVING (CONDITIONED) 1990 SQ FT c P'e� Taal prior to the issuanofaROOF DE CONSTRUCTION: GARAGE (UNCONDITIONED) 400 SQ FT oved By.1X6 DECK OARDS ON 2X4PT S EErERS mm ity eve o mentdw
ON THICK OPPED ASPHALTIC RLL ROOFING ON 2,0-/j:2 -J
AdD2 'GRACE' SE F-ADHERED W.P. M BRANE TOTAL UNDER ROOF 2390 SQ FT '
OVER �" C X PLYWD.
7'1.�
DECK AREAS 2191 SQ FT
A
24'-3"
STORM WATER STORAGE
REQUIRED STORAGE VOLUME 970 FT
PARTIAL BLDG SECTION @ ROOF DECK PROVIDED STORAGE VOLUME
I PRE-ENGINEERED ROOF TRUSS(SEE TRUSS PACKAGE)
SCALE: 1/4" = 1' - 0" (90'x10'x1.5') 1350 FT'
ROOF: FIBERGLASS SHINGLES FOR 120 MPH
RATING
CLASS 'A' RATED ASTM E 108 & UL 790 ASTM
D3462 I �
SECURED W/ 4 NAILS UNDERLAYMENT: ASTM I I I
D226 TYPE 1 OR ASTM D4869 TYPE 1. ON
CDX PLYWD.
W/ 8d NAILS ® 6"
50'-0"
o _ _
R- BATTS INSUL.
MAINTAINQ�y / �
MIN. 2" AIRSPACE �`P < v ) Q
0 �PQ� —
� I �
IP �o
FLASHING �� GP�e6 �' S� R 10'-0"
P.T. 1x o 0 O
FASCIA - - - —J
\- 1/2- GYP BOARD 0I
1
PERF.ALUM. (SINGLE KNOCK-DOWN I '00PQi
SOFFIT 12" TYP FINISH) NOTES: \5�
R-13 BATTS 2x4 NAILER CONT. �?"C', W
INSUL. „
(2) 2x4 TOP PLATE CONT. DESIGN CONFORMS WITH 2001 FLORIDA BUILDING ( n
CODE SECTION 1606 120 MPH WIND FORCES o�� 20'-0" o
ell
2x4 STUDS EXPOSURE 'B' IMPORTANCE FACTOR '1 ' INTERNAL I WN01 �o PROPGH OSED
l �loA� Q
4" THK. CONC. SLAB W/ ® 16 O.C. " GYP BOARD PRESSURE COEFF. +� 0.55 �� I DECK
BUILDING CATEGORY 11 1BLMREINF. ON
TYP. F� �
6MIVAPORBARRIER v,, a0
M
4" COMPACTED GRAN. 241-3" O t
FILL (3000 PST) o e
TERMITE TREATED
ALL FOOTINGS SHALL BEAR ON MIN. 2500 PSF I Iz
BEARING CAPACITY SOILS
VINYL SIDING (OR CEDAR �Z
SHINGLES PER ELEVS.) w
o , REBAR 6000 PSI ,� Q
flN W
APA RATED WALL SHEATHING 2x4 BOTT. PLATE CONT. CONCRETE 3000 PSI I
TYPE VARIES (SEE ELEVS.) W/ I O Q
8d NAILS ® 6" O.C. AT ALL PNL
I EDGES & 12" O.C. IN FIELD (UNO) " T&G PLYWOOD W/
TYVEK HOUSE WRAP 8d NAILS ® 61, ALL RAILS AND GUARDRAILS SHALL BE
CONSTRUCTED TO RESIST A FORCE OF 200 LBS I �----
o I O
PRE-ENGINEERED FLOOR IN ANY DIRECTION � P
t JOISTS -TJI (SEE TRUSS - I ROPOSED TWO- STORY FRAME ) I
PACKAGE) HOUSE W/ ROOF
DECK
C-4
2v Q o
OCCUPANCY �a
~o GROUP: R3 „ 410, rn
DRAWING INDEX: I CONSTRUCTION N,P ��Qv
_z \-1/2" GYP BOARD TYPE: VI 049
O �A
a R-13 BATTS (SINGLE KNOCK-DOWN
w 4" INSUL. FINISH) 06 /
A - 1 SITE PLAN, FDN PLAN, TYP. SECTION ip "a
L.L 2x4 NAILER CONT. — FLOOR PLANS ROOF
(2) 2x4 TOP PLATE CONT. A OO PLAN,
2x6 STUDS ELEVATIONS
TYP. GYP BOARD
E- 1 ELECTRICAL PLANS - I
" DIA. THREADED ROD o
CONT. TO 2ND FLOOR I 115'-9"
TOP PLATE (SEE S- 1 STRUCTURAL PLANS & DETAILS i 10'-0" 1
STRUCTURAL DWGS) ,
S- 1 A STRUCTURAL PLANS & DETAILS
" APA RATED WALL SHEATHING }
" THK. COIC TYPE VARIES (SEE ELEVS.) W/ CO. 2x4 SOLE PLATE �QF,�,G �QE�-G �, m
ORCH SLA of 8d NAILS ® 6" O.C. AT ALL PNL NT' S— 2 STRUCTURAL PLANS & DETAILS ,,,�� �,0 17-2 $ j G� Cn
LEDGES & 12" O.C. IN FIELD (UNO) W/ DIA. WOOD TIE RODE + 0\^ �vQF' g�,P r N
®F ;o O.C. & SHOT PINS S— 3 STRUCTURAL PLANS & DETAILS I 0`P�� X 01� I
Z
4" THK. CONC. SLAB / r II r w p LJi
SLOPE 6 MIL. VA REINA. ON o I p J _
6 MIL. VAPOR BARRIER
LGRADE ATTACHMENTS:
0 U Ln
4" COMPACTED GRAN. o Q i- W
FILL (2500 PSA)
17'-2" TERMITE TREATED Ln
(n
ZIK
I c�.CuTeLt RIp� EXISTING DRAINAGE SWALE I m
V-5- 1 -5 ,- - - - - - -- - - - - - 1 .) PLAT SURVEY . . . . . . . . . _ C-) >-
,. , 1
V = orz ,�
00 2.) TRUSS ENGINEERING (FLOOR& ROOF) 50'-0" -- N Q
20 '-0" 4'-3" 3.) SHEARWALL CALCULATIONS Q Q n Q �
O • NORM l` '
MONOLITHIC CONC. 4.) SPIRAL STAIR ENGINEERING (LOT 689) DRAWN-BY
v
FTG. W/ 2-#5 BARS CONT. 5.) FLORIDA ENERGY EFFICIENCY CALCS. Anthony Middleton (�
, _4" POINSETTIA ST. SCALE
6.) ELECTRICAL RISER DIAGRAM 1/4" = V-0" (UNO)
DATE: 08/09/05
--=DRAIlit
CHANGES 0/00/00 S
FOUNDATION PLAN TYP . WALL SECTION
\f 1-0 fR �- 171 , I V E D REV. DATE
SCALE: 1/4" = 1' - 0" SI TE P 643rik A+���� I E�p,CN CITE' ;:= I_ `'i�' 3E^Ch REV. DATE
SCALE: 3/4" = 1' - 0" _ �® JOB NO.
SCALE: 1/8" = 1 0 8 ZUU� SEP 2 8 2005
Nov SHEET
OF —_