Viking Lane 93 is t
PLANZ ASSUMES NO LIABILITY FOR ANY BUILDING
CONSTRUCTED FROM THESE PLANS. IT IS THE DESIGN CRITERIA AND LOADS i
RESPONSIBILITY OF THE PURCHASER/CONTRACTOR TO
VERIFY ALL DIMENSIONS PRIOR TO PROCEEDING WITH
CONSTRUCTION. CONTRACTOR MUST VERIFY
Building Code
COMPLIANCE WITH ALL LOCAL BUILDING CODES ANDE
2004 Florida Building Code, Residential
ORDINANCES.
7 Code for Design Loads
l 1 ANSI/ASCE7-02
Roof Loading (Cd= 1.25)
t I I i Top Chord Dead Load 7 psf :
{
12P-011 j Top Chord Live Load 20 psf
Bottom Chord Dead Load 5 psf
Bottom Chord Live Load 10 psf #
Wind Loading (Cd= 1.60) I I.
{ ASCE 7-02, 3s Gust 120 MPH
� (REPLACE WOOD TRUSSES Exposure Category CI Importance Factor 1.0
•I i ARCA +
Building Category II /
ONE—STORY I F j N Clasification Enclosed
BRICK 1 I Interior Pressure Coeff 0.55
HOUSE ( I C&C Design Pressures (see table 1) ,
Io l.
MATERIAL INFORMATION
{ I ROOFING:
-.... � I I I ° � ROOF UNDERLAYMENT — ASTM 4869 TYPE 1 - �s948 ci 5����t'�.
_ a
ROOF FLASHING (DRIP, RAKE, CAP, VALLEY) = irt,t ksa:will eR ach
AREA OF INTERIOR _._ __ IFlorida, 50
REPAIR/REMODEL
1 i � — 26 GAUGE _� Fl�ric'.,: 322.x,.
�0 x..24'7.163 8
WINDOWS & DOORS: hou:e�pl% e:slealwue.net
MICRO - -- -� ( _ ENGINEERED INSTALLATION SPECIFICATIONS TO
ABOVE BE ON JOB SITE AT TIME OF INSTALLATION
o — —
00 WINDOW HEAD HGT. 6'-8" U.N.O.
FOOTPRINT GFI �AGFI _-
STRUCTURE HEIGHT AND NUMBER OF STORIES.
SCALE: N.T.S. Q 20 GFI
WH 150AMPMEAN ROOF HGT. — 13'-0" -
, ,, NUMBER OF STORIES — 1
L>_.....
`- � , O �� GENERAL NOTES:
�?�; 0 1. CAULK FLANGES OF ALL EXTERIOR = N
a - WINDOWS & DOORS cn
t=' 0 2. CONTRACTOR TO PROVIDE FLORIDA - •
_.V __...1 �
PRODUCT APPROVAL AS REQUIRED BY RULE 2 V%
e�4
11B. _ � x
3. THE PROPOSED WORK IS LESS THAN 10%
OF THE VALUE OF THE STUCTURE. - C�
GFI
� U!
M C
FLOOR PLAN
H
SCALE: 1/4" = 1'-0"
COD
SCOPE OF WORK: :
RA
1. REPLACE DAMAGED TRUSSES
. : ,�:�� �t� 2. REPAIR ROOF Eli
ltd ;r a, �� � � a� ,r 3. NEW KITCHEN CABINETS
;r YPine _" — {. E AY CEILING
-
I - C� :. 4. NEW TR C
L5. REPAIR H
. ANY OTHER I T
FIRE RELATED ELA DAM AGE
� Jt g - _
i Oanur �q__m: �9 � t2M };
Ya R
119 MPH
r Y!►`•ko c u, ntic 4 .120-.'MPH'.
gy
Rq �[,' :s S1- Y.i►
Y � l - � IMPACT _
APPROX p� :
LOCATION 110 MPH �� 'gym
1OL
AdIF- 41
c- 1. �o :.R� �n�t.! �0 APPROX
••�
,� �� � �LOCATION �
° ,o ��a Cevd .... ! : 1 :'.MPH ,
- .nab i DP.iE _ 0� _f� Ob
° ,�, •� Y - i - _ •1 Q5.•:MPH. s r
'�M 4. JOU NO. 0i'—y3
•... 11 ::.cmi»rssd..s-
8118 t� 1�9P �t� . 4C 1!�tr-� +r ��.Y&N& F mr
3PP � _ - !
1n -
i.. ,
3:
i',
DUVAL COUNTY .,
VICINITY MAP WIND MAP
I
SCALE: N.T.S. SCALE: N.T.S. tt
RESERVED FOR CITY COMMENTS
3 Vt Kinj LAr7
1r
i f
PLANZ ASSUMES NO LIABILITY FOR ANY BUILDING
CONSTRUCTED FROM THESE PLANS. IT IS THE
I , .
RESPONSIBILITY OF THE PURCHASER/CONTRACTOR TO
VERIFY ALL DIMENSIONS PRIOR TO PROCEEDING WITH
i
CONSTRUCTION. CONTRACTOR MUST VERIFY r
COMPLIANCE WITH ALL LOCAL BUILDING CODES AND
I ► .r
ORDINANCES. {
NEW PRE—ENGINEERED WOOD ``
ROOF TRUSSES OVER
KITCHEN/UTILITY AREA �
REPLACE INSULATION AS
F_,
REQUIRED; R-30 BATT
REPLACE ROOF SHEATHING
AS REQUIRED; 7/16" OSB _
NAILED 6" EDGES & 6" MATCH EXIST PITCH;
FIELD W/8d NAILS (UNO) APPROX 5:12
,j948 vd 5Lre'et S.
MAX TRAY t've-ksa :gill€! Beach
PITCH BELOW - Florida, 3221:0
904.247.'1048
r�ou:ee6�pl��.%lear•w::e.net
7DCOIACE CEILING AS
REQUIRED; " GYP BD. OR
CLG BD
- W
u M
z N
M
P4_
W
P4
Q M
EXIST STRUCTURAL BRICK WALL _
W O�
EXIST SLAB
DATE _ 09 ?_0 O6
JOrs NO. 06-93
2
OF 2
-r
.,
zr' _4
TYPICAL EXTERIOR
WALL SECTIONt :
SCALE: 1" = 1,-0„
x-