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WIND ZONE INFORMATION :
REMOVE EXISTING THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH AND MEETS
DOWN 4' THE REQUIREMENTS OF SECTION 1609 OF THE 2010 EDITION OF THE
(3) R m 5-
FLORIDA BUILDING CODE.
12' STEPS
,
THIS BUILDING IS LOCATED IN THE WIND BORNE DEBRIS REGION
Al
in
WIND SPEED 120-130
NEW EXISTING
ENTRY PATIO RESIDENCE IMPORTANCE FACTOR 1
THICBUILDING CATEGORY II
SEE ENGINEERING TO ENEDGES SLOPE MEAN ROOF HEIGHT N/A
SEE DRAIN
SEE STRUCTURAL ENGINEERING SHEETS FOR: -
1. COMPONENTS & CLADDING/ END ZONE & INTERIOR ZONE
INFORMATION.
2' 6'
2. EXPOSURE CATEGORY & OPENING PROTECTION REQUIREMENTS.
NOTE: SEE ENGINEERING
FOR FOUNDATION DETAILS NEW PAA-r 1 O U
do SPECIFICATIONS SCOPE OF WORK •
s• SLAB OVER F L O O R P L_A N Z
CLEAN COMPACTED FILL SCALE: NTS 1 . NEW FRONT `PATIO.
SLOPE TO DRAIN
2. SQUARE FOOTAGES, UNDER ROOF, NOT AFFECTED.
3. OPENING PROTECTION, NOT REQUIRED. M 0
GRADE- n n e /\ \/\/
N O
VISQUEEN
SITE CALCULATIONS:
TERMITE TRE So D 1
a
�-j LOT SIZE = 8,457 SF J O L6 c
PATIO HOUSE COVERAGE = 1 ,906 SF (22%) rn J 1 M ,0)
An
� C–r C� �V 1 \ 1, � DECK/ STEPS/ PATIO (® HOUSE) = 479 SF + 87 SF (06%) V,
c
A, 1 = Q E
SCALE; NTS � �
LEVEL OF ALTERATION : Q a W W
m z -
1 \` - PER 2010 FBC, "EXISTING BUILDING", SECTION 601 O
cu
THIS RESIDENCE IS LEVEL 1 . J a Z a V
- / > Q J
SQUARE FOOTAGE CALCULATIONS:
Q a a w
FIRST FLOOR CONDITIONED SPACE 1 ,898 SF
.,
SECOND FLOOR CONDITIONED SPACE 1 ,014 SF 06
TOTA .Of�O IDS ; ,..,,.. Q 2,912 SF
-- � 1 TOTAL SPACE UNDER ROOF 2,912 SF
4� N• UNCONDITIONED SPACE (DETACHED GARAGE) 407 SF
62.x -_,
W 1 q'S2"E �� �
/ ' TYPE OF CON STRU CTI ON
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FILE
COPY
•
- Irv-TH1GKENED SLAB No.53311
3" CLR. (TOP & BOT)
2'-8" w/ #3 HAIRPIN TIES : •
@ 8" O.C. m i i
WED FUR CODE COMP C STATE OF
#4@12" O.C. BOTTOM A oi�'�®•O��O Q.i••• �`
EA. WAY CITY OF ATLANTIC BEACH 2012 ''s.,,, ,��•••.• ,,,• . •• ��`���,,
1 FRONT PORCH SECTIONSEE PERMIS FOR ADDMONAL
REQUIREMENTS AND CONDMONS.
r°a�;aaaa�etet: it
DATE: