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�7 ± CODE SUMMARY W
a +tt I. — Z N
Y
IS
•, IN -� FLORIDA BUILDING CODE (2010) 64.64' N
• r rIw y •u ' ; Fy
EXISTING
i l � I(�' I��IV • FLORIDA RESIDENTIAL CODE (2010) a . ea a s , -1 zs vsEMENr woxooE
W
1 I �y) 'd t ' Ig %1 ' FLORIDA EXISTING BUILDING CODE (2010) + ` x < .' — — — — — — — — — — — z
V — — — — "FWWRyy""y"j w
AN
� k�l MISS Fit
s SQUARE FOOTAGE INFORMATION It
ell '11"S'SiJi _ � '" � � _� � � '�� 4.0' NEW �'DEGH NEY PDOy55
O
,II Sit
Y 1ym;L „.»V ,r,•c, .�! a UNENCLOSED SPACE (W�0 POOL)I TIC4,p - 11WLFFM L W
618 S.F, s,� �, Exlsr. BALCONY Asova�
u-
rN , I I 114 1 STRUCTURE HEIGHT AND # OF STORIES slrE "' EXISTING
"I — -
$$$ wooD
gr '^ + _ FENCE
�� II ��V �. I MAXIMUM HEIGHT OF THE STRUCTURE: 7 FEET
IT SIF IT I Vi
IT I' VIII NUMBER OF STORIES: ONE •*
i 1 u, 2 • . . �] . . I Vi ousE N or
Sirc S
I `hI
OTYPE OF CONSTRUCTION
MATERIAL lit.
app ly 11 GROUP R 3 RESIDENTIAL
P' 4 V x�+Ni TYPE V B ��
°
11C,, ' i • UNSPRINKLEDTV
- -- _
� , + it • CLASSIFICATION OF WORK: ADDITION VICINITY MAP W Q z
I ry III t I "I I•�, U a
�r 11 r d I NOTE. W Q
PARKING IN DRIVEWAY
AND 15' EASEMENT Q D
MATERIAL INFORMATION
r ISt + � . PORTABLE CONE DRIVEWAY (n Q
+ , , j1� - - GENERAL NOTES TDLIftT— - - - - - - Li
F I ROOFING MATERIAL SHALL MEET THE THE R JI
E"'QUIREMENTS OF CHAPTER 15
lit
1 . FOOTING DESIGN IS BASED ON MIN. SOIL BEARING CAPACITY OF NfITF. lyJ j
,H , .� t%c ly+ ,' OF THE 2010 FLORIDA BUILDING CODE AND CHAPTER 9 OF THE 2010 2000 P51F AT 95% DENSITY. ts• CASEMENT No TREES ro O Li
h a 41I;c� FLORIDA RESIDENTIAL CODE. ACDEss BE REMOVED
` -_' 2. ALL CONCRETE SHALL HAVE A MIN. Fac = 2500 PSI AT 28 DAYS 10MBACK J
g 4
C' I j 3. ALL WOOD SHALL BE Fb= 1150 PSI MIN. ALL WOOD IN CONTACT
4 itLOADINFORMATION WITH CONCRETE SHALL BE PRESSURE TREATED (P.T.). - 64.64' :5 0 SIND
z
Ld
I I , � LIVE LOADS AND CONCENTRATED LIVE LOADS PER FBC TABLE 1607. 1EACH AVE. ( 25' R/W) a
Il t II � J ' II
WIND ZONE INFORMATION
I{ ( UNLESS SPECIFIED BY THE ENGINEER OF RECORD) SITE PLAN
NOTE: THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH, COMPONENT & CLADDING ( P. S. F• )
tai AND MEETS THE REQUIREMENTS OF SECTION 1600 OF THE (5) INTERIOR ZONE (4) SCALE: 1"i
� I�'�� II � I @ SIZE END ZONE �
; + + II 2010 EDITION OF THE FLORIDA BUILDING CODE. (S. F. )
POS. + NEG. — POS. + NEG. —
T1
THIS BUILDING IS LOCATED IN THE WIND RtORNE DEBRIS REGION 0- 20 30. 4 40. 7 30. 4 33. 0 RRnsmNs
I '
mryof ra seem
wnwiF end na TaOrmp �aW
o.wm
RENEW )—
24-12
20-50 29. 0 38. 0 29. 0 31. 6 ITS e>FWvtive, WMWWwMeuokaee PERMIT 7-25-12
F•" t t' ',. . j • BASIC WIND SPEED (M. P.H. — 3—SECOND GUST ,. .Po euea�a and a act ,.
, + ) 130 M. P. H. 5 — ae . oW eo.. oW Wn..mw.
All
0 100 27. 2 34. 3 27. 2 29, g
1, a ON mm`n°:e Ln cm.W.ewm:W inw
A 1 . mate eM FMWM e M uimn
W..nR.r aqn bWftcgmAuenW
Il�I �+ Iti'1 tI • I r
WIND IMPORTANCE FACTOR: 1 >100 25. 9 31. 6 25. 9 28. 4 a,na�eao'beMweswi,WWa . PPgNK1HOLAsanags86CIAiEs, INC.
an e N° Y'"OF' CONSULTING ENGINEER
it A
P Fiva NNl'OPIDpSCFITFil CllpywousrPv
j in jl III ' I, WIND EXPOSURE CATEGORY: H DIMENSIOIS OF ZONE 5: 4 FT. MIN. FOR 8' OR 10'. 5251 ATLANTIC BLVD MIT]
I
^IEi I aOFFICE (NE.NS 3�PJD)
• BUILDING CATEGORY: ENCLOSED FAFICE�ulassaa6s
• INTERNAL PRESSURE COEFFICIENT: � .' I2g67 FAX Isonlass+maA
ll t.16 FL PE +2554
GAPE 25e4
I
a 1 ,NX R J, ANY OMISSION DRI u'RI4IATION SHOWN
ON PLANS IN ERP :FALL NOT RELIEVE DAM 7-24-12
THE CONTRACTOR i. COMPLYING WITH DRAIN BY SON
f N 'I,. ALL CODES AND REIUIREMENTS.
CHECKED BY
SH@,T NO. OF
�144 CS ..
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s k � l
Is I I i
SILL C0V7
SHEET ,r
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Ip W 0
Sj ' � CODE SUMMARY
� 64.64' A
I, Na
Igiwo
j iIHIll. I' j� FLORIDA BUILDING CODE (2010) EKISTIND v -
r C —"" �1 7.5' EASEMENT MOOD 0
If if
FENCE _
I �I FLORIDA RESIDENTIAL CODE (2010) r — — — — — — •� z
Gd
FLORIDA EXISTING BUILDING CODE (2010)
m
23 �Y 4
14 � I I I
SQUARE FOOTAGE INFORMATION 4.D N pF°K NEM PD°r 5.5' O
UNENCLOSED SPACE (W/O POOL) 616 S. F. EXIST. BALCONY ABOVE`
a uLLWll
xv y1`
A`:W L ) ,I '1 }
H
yy 1 ' Iy WOOD y
r STRUCTURE HEIGHT AND # OF STORIES SITE WDDD
1 'IT f
FENCE
.lull rI MAXIMUM HEIGHT OF THE STRUCTURE: 7 FEET tw.0i ,
`
21 ph . EXISTING HOU E Q
• NUMBER OF STORIES: ONE 21� "' � I
J 11f = Iv M1�. w , k . � o o
c i
C' c .
I� ; A 1 MATERIAL
ud 5t
1 v _ i
TYPE OF CONSTRUCTION µ �. STORAGE
z F .
ARE4 < '
GROUP R 3 RESIDENTIAL 32266 10.._ F
it Y e II TYPE V H z
z
s II I UNSPRINKLED
VICINITY MAP w o
Ip CLASSIFICATION OF WORK ADDITION U ~ a
NOTE, z o
PARKING DRIVEWAY
AND 15 EASEMENT w
ASEMENT Q
PORTABLE CONC. DRIVEWAY
I - MATERIAL INFORMATION GENERAL NOTES _ T°" R _ -1 w Y
ROOFING MATERIAL SHALL MEET THE THE REQUIREMENTS OF CHAPTER 15
1 . FOOTING (DESIGN IS BASED ON MIN. SOIL BEARING CAPACITY OF 'o �-� w -
li � f OF THE 2010 FLORIDA BUILDING CODE AND CHAPTER 9 OF THE 2010 jf No TREES Tp Z Q
g ' 2000 PSIF AT 959E DENSITY. ACCESS I5' EASEMENT BE REMOVED O
ryj" FLORIDA RESIDENTIAL CODE. 2. ALL CONCRETE SHALL HAVE A MIN. F'c = 2500 PSI AT 28 DAYS. TT, p CK } Q O
I.I t r� II f d 1` I 3
WITH CONCRETE L SHALLL BE BE PRESSU150 IRE TREATED MIN, ALL WOOD ). CONTACT 64.64' :75 0
a I 4'(I � f LOAD INFORMATIONw w
y ,
I EACH AVE. ( 25 ' RAW)
� I as +f f LIVE LOADS AND CONCENTRATED LIVE LOADS PER Fe TABLE 1607. 1If
SO
WIND ZONE INFORMATION
( UNLESS SPECIFIED BY THE ENGINEER OF RECORD) SITE PLAN
IIti COMPONENT & CLADDING ( P. S . F. ) Et
NOTE: THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH, SCALE: 1"= 10' f 'LE COP `(
SIZE END ZONE (5) INTERIOR ZONE (4)
AND MEETS THE REQUIREMENTS OF SECTION 1600 OF THE
' 1p 2010 EDITION OF THE FLORIDA BUILDING CODE. (S' F' ) POS. + NEG. — POS. + NEG. — REVIEWED FOR CODE COMPLIANCE
0- 20 30. 4 40. 7 30. 4 33. 0 III CTC(OFAT1.9NT1c6EAI" REVISIONS
SRBPEttM FOR ADn1'IIONAL REVIEW 7-24-12
THIS BUILDING IS LOCATED IN THE WIND BORNE DEBRIS REGION RBOup<RITmNrs ANn cONnpTI I
a 4 PERMIT 7-25-12
L 20- 50 29. 0 38. 0 29. 0 31. 6 '�M®Br:
2
nATa 7 7-,ti
h r ' 1 • BASIC WIND SPEED (M.P.H. — 3—SECOND GUST) 130 M.P.H. 50- 100 27. 2 34. 3 27. 2 29. 8
J100 25. 9 31. 6 25. 9 28. 4 FRANK J. HOLAs,nd ASSOCIATES, INC.
II
1 ;=�) I�I �. • WIND IMPORTANCE FACTOR: 1 ooNsuLrIN° ENcuEa
E\GINI e, TI@Epry6M7 gVMW81PY
{I& 301 Pil.WTIC FL JM7 I •
WIND EXPOSURE CATEGORY: B DIMENSION ZONE 5: 4 FT. MIN. FOR 8' OR 10'. dacKspNVlue,EL,ZYp,
oFAXpce.WMl�c n
Nw srw
E • BUILDING CATEGORY: ENCLOSED ��
• INTERNAL PRESSURE COEFFICIENT: t. 18 AN Cn c.Oy. ce r Pfl ,Ip@H•CwN
,• it : ON PLANS"' Ei P ir1 NOT RELIEVE pATE J-24-12
777 `1" A` �; THE CONTRACTOR r PLYING WITH -
. . I 5..... RE
NTS. pRA1Ri BT SCH
1 �I� � � — ALL CODES AND REOUI
I
3 *t
I
it S-9" ttI 92 S _ 5 -'4 I - 5l 12._0 . 5'_O. 5._0° 4r 9
O �E%ISDNGP.T. 2x6 LEDGER
HOUSE it
(SEE NOTE)
I 1 pp b ] 00 . J ST DBL, J01 .p COMPOSITE DECKING U
I l ®1
0
P. 2x8 JOIST O 16 O.C. GVP.) 0 2 2 3 IO COPING
FTJ�24 - 5' d�" 5' 6. 0 1 PQQ� 3 E POOL WALL 19
Q O
2 2xB 2 2x6 2 2x. 2- 6 BY OTHERS) < .N
3 IAP 2x8 JOIST 6 OYER } A z
u BEAM k NAIL TOGETHER oN
In
a
11110 2
it
VVVit ) m DB . J T 2x LE GER DBL J01 TI Of
t • m" 1 [x]
t 1 'a n ry P.i. 2x6 J015T O 16 O.C. (1M.J a z
1 2 0
2x LE ER
0i„ -
I 3•-1
lin 4 6' EXISTING HOUSE �����0�1 o IA� I
COMPOSITE DECK SCALE: 3/4'=1 -C' _ ATTACH
&LL HOUSE LEDGER TO
x 2x4 POOL & HOUSE w/ 32" O.C.
W/ EPDXY (5' EM®ED)
1 i i 2x4 COMPOSITE: DECK
t� •I� i� i tf x ���� �� �p„� ���� ���� P.T. 2x6 LEDGER -
I m 4x4 4x4 (SEE NOTE)
.t, Tr /' 0 COMPOSITE DECKING
� ` L. , SCALE: 1 Y"=1'_ �� COMPOSITE DECKING -
f I+
COPING
yl I ANCHORIING SCHEDULE• P.T. 2x6 O 16" O.C. 2x6 BAND ED.
%y a
tl+ lO JOIST" HANGER (2x6) SIMPSON LUS26 • 5/B' S.S. BOLTS 5/6" 5.5. BOLTS
d P.T. 4x4 POST POOL WALL r O
IlkI O2 JOIST HANGER (2-2x6) SIMPSON LUS26-2 LL
5 1 EXIST. GRACE EXIST. GRADE
i#' 11 O3 TOE MAIL W/(1) 12E NAIL E4 JOIST P.T. 4x4 POST
ITU
II11. I L d ' DO
I'lI iYiAT " m
y+Ft. f u ENCASE 4x4 POST ENCASE 4x4 Po$T F
r • �� IN 12'0 CONCRETE " IN 17♦ CONECRETE Z Z
54' 9' C W/ GRAVEL BASE W/ GRAVEL BASE Q
: I < I Q
6ipwp T-9' 14'-0° 6'-O" 12'-0" 15'-O' Z
LLj
I� ` 9 Lig i 16' BENCH SE4T W/BACK BENCH l o l (n a
SEMON - C
SCALE: 3/4'-i'-0'
LLJ
SCALE: 3/4'=1'-0'
I j 6 u 4 V 3 23•_9.
� R1I� "� I � hr�lp
NEW DECK POOL q Q
; 1
'41 { n ' B ' _ (BY OTHERS) q m J
r� l fi Q
1- STAIR DATA � O
yl 4 r y 18 TREADS O 10' A -
U". 1d)'r4 f 19 RISERS O ]25" �A� r"' }Ffmd NGSITS 'k '�Q
COMPOSITE DECKING
v AIL ' - 1s-o• hPw.1.<.It m�- 26-Iz "x a
BENCH .�.
�;. R3il ?.7. 1 NEZ GkT
rn n r
DO
1 '� o
y BALCONY MOVE w
1 111 . h UP N S4P1dS / ANOOCOM O6VE. ADD JOIST 10" MIN. TREAD DO
P { 1 Dry 1 L 1 LI1 L / DN'G S , TO HEADER W/CONNECTORit pf
k
ro
f�a >"IJ�i BI. .h III 3t �I ° Y Pool r-O' 2•-0' (a) zxlz srnwcERs
1�4 {lil 1j .I EQUIP.
7-3/4" MAX RISER
fiT Y,il ;f�i u 1
3,-0-COMPOSITE TREADS
e'-6" t0 -8" (2) 5.5"l THICK
STAIR NOTES: REVISIONS
- i 1� EXISTING HOUSE STAIRWAYS SHALL NOT LESS THAN 36" IN CLEAR WIDTH.
IrrIk� �� I MIN. WIDTH 27" WIDE BETWEEN
RENEW ]_19_12WEEN HANDRAILS. RENEW 7_24_12
9'i J fl I IY �I �I ' HANDRAIL: PERMIT 7-25-12
MIN. 38" ll ABOVE
AE
FINGER SPA 1 }r' AIIN X3 Ill MAX. NOSING
(CIRCULAR SIZE 1 Y♦" TO 2" 2 Y4" MAX CROSS
I NON-CIRCULAR SIZE TO 6 Y. 2 Y4' MAX. CROSS
[BTHAT3 FLOOR R PLAN � PASSTHROUGHANYSQPENIINGA 4
SCALE: i/4's1'-O' SPHERE CANNOT
HANDRAIL SHALL BE ROVIDED ON AT LEAST ONE SIDE OF STAIRWELL
n '
JDATE ]-1]-12
J� = STAIR DETAIL
FRANK J. HO AB and ASSOCIATES, INC.
^f IL J f
- II - CONSULTING ENGINEER DRAWN BY SCH
� f `' Y Erclualawclwlwria nl[G9iSIP1IC11IXJpWSTRv CHECKED HY
., N1 114 LA pS II ': GMIARPNDCetw bm -
1 ' Y{ :3 JACKSCIAl ,RyLpi SHEET ND. DF
Pill
Gmce Ra+116 I• , I �il YIp: FAk RMIi61f8T
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