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V INYL 410 YfhYL 41DI \
VINYL 81D
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or i
DECCRATIVE CW'1ENT,TOUS FiNIBN.
---- ----- --- -- --- -- -- --- --- --- --- -- - - - -- -- ----- --------'
1 )
R <;I[ VENT
1b
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. . . . . . . . . . . . / . . . . . . /
.. .. .. .. ..
. . . .
. DECCRATtV3? CEI''ENTIT" FIN!811 . F .
-. - . . . . . . . . . . . . : . . . . -. . . . . . . . . .
-- - - - -- _------ •----- -• - - -- ----------------------------=-------------------------------------- - - - - -- - -- ---------- - - - - -- -------- - - - - -- -------------------------------
a
LEFT ELEVATION 1/4' = 1'011
RCCGE'ENT
RIDGE VENT
mom
: : : : : : _ _ -
DEC.RATIvE CcMENTITOUS FN :5r4
ij6 .._-----•----------=----------------- --- ---- - - - - -- --------- - - - - -- ----- - - - - -- -- -____- ---------------------------------------------- - - - - -- -------- '-- - - - - --
RIGHT ELEVATION 1/411 1 1 0 11
t2
g Y'/
. .. .. .. .. E3.
-. . .
. . . . . . . . . . . . . . . . . . . . . . . . . . .
. . . . . . . . . . . . . . . . .
. . . . . . . . . . . . . .
:DECCAAT Y$ CE) EI TIIQUO FINI614 . .
.1 - j- oi�f - -v+. +a- -'_� �..�...^• :•.. -� -- • - -*.. - - - - - -- ---- ----------_-------_------.-----------_---_-_---_-_--------
} AR EVATION 1/411 11011
u , f �
y ` A
`aT eT IAt Its4 I.In.ltr a THORN
I
i �� ff ►Ei d II` , _ . A 4 A . F1 AI 1. Mr;; LO68Fb Ate
X64 TINa3 FROM 1Ii13
3 4 0, ! * ?H A 11 � AaRIp out op O A I?,
' `� PSe,O.'r�i PAIT}J TO PYIC$ to1R14012 FR E$ GONCiT2UGT1pN
` ? T 11r.
T P 4 w1 f. t�Oi AIi WA*i FOR doof OF
C g y ` c� '► y�y s
¢ L1Y. 6,.. . Y •Ty
I C4+
IT WILL BE T140 RESPONSIBILITY OF TF+E CONTRACTOR
/ OWNER TO PROVIDE DOCUMENTS SHOWING THAT ALL
WINDOWS AND DOORS ON TI-416 SPECIFIC JOB MEET THE
DESIGN PRESSURES STATED ON PLANS.
WIND DE8(CsN PRESSURE BCNEDULE
OPENING
POSITIVE
NEGATIVE
OPENING
POSITIVE
NEGATIVE
(A)
21.20
-23.00
(1)
20.60
-21.20
(9)
21.20
-23.00
(J)
21.80
-23.60
(C)
20.80
-21.20
(K)
21.80
-23.60
(D)
21.00
-21.58
(1,
21.20
-21.96
(EJ
20.80
-22.60
(y)
21.20
-21.96
(F)
21.80
-23.60
(N)
21.20
-23.00
(G)
20.80
-71.20
(0)
21.80
-29.10
M)
21.00
-21.10
30,0 01
9 vERrICAL Roca FROM
FOOTINGS TO DOND ISLAM
4' 8" 1 8 1 p ,a A3SO
(u (K) (J)
25 SN E6RE88 32/2 814 TEMP 23 8N
-
IL:jc-jl
o
O BED +2 'n BATH �9
Ia FLAT CER.iNGO �
O
T
C
�9 2' 10;1_
KITCHEN
I , Y,MJLTEO GE!!f.*aGb �
,
,
DINING RM
L -'
O F
vAULTE0 f-ELNG6
4CB
c�
2 ' Sol. 4 ' $ 71 4 ' a !1 C+ 5 1 011 3 ' 5 t1 a t 9 ,a
LIVING RM
VAULT]n> COLN66
BED •1
FLAT C-EILN55
g' p" rtt;< f ill
I 1 OJR F I HOUR FAA WALI.
_r 3 ' p u
WATER � ENTRY 1 iYl
RANGE
I -eAreR RFF 13 ----------------
BED 0 2 q -
PLAT cEILr�Ga w = KITCHEN
U1 W VALLTED CII E NG9 °
ci
„
t
,- cA x
o �
no�
o = - DINING RM
cA BATH 0 VA:LLTED C ERANGe
+ 8 1111 i11 2 1- -
o
211 41 111 12' 9
LIVING RM
BED #1 � vaA tee CEaLniGe
O Fit CEIL.I`irA
FFFTTTI
3' 0"
2 4sk 1 =GREa$ I. ;5 8114 lC)
O
51 411 � lA) I I (B) ENTRY I ;I
C-5L 2 X 1 0 2 PINE 15EAM bA''P60N 111WA3.5/11. ;5' HANGER
Warty ONH LAY Fit V2' PLY OECIiRED TO MALL 1:ONO 314
WOO N CENTER 4 X 4 P.T. POST
ANCHOR I30l. At ALL aBsL`t TO
DLOCK LOCAPON9. 6OLT TO DIE
13' 4" 10' 8 6' p ,1 5 5+9' FROM EL>Ga OF MLOCK UTN
MNI RJM 3000 P91 POtaRED CML
30' O"
FLOOR PLAN 1/4 1'O"
ALL EXTERIOR WALL8 ACT A8 8HEAR WALLS
ARKAY F iNP1T21Nc3 ING.
BTRUCT L w5�l =1I28
PLATIS FZc'JIc�1EU 7(
a � G DcPT A /�- ✓
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ALL`�'RKSIJALLCO\,VLY\'VITHALL 3U ► - RICHARD L KiDDgY PAL
O
ALL \A, PLKSI C ODES, FiOIZIDABLj"L \v FLORIDA LICQJ89 NUMB' )'!296
CODE. NATIONAL ELEC'MC CODE AN � *'���a�lr��� 1 HERBY CERTIFY THAT NESS PLANS AND 4PlwGIFICATiONB
CITY OF ZEPHYR' i l S a A WAS PREPARED BY ME OR UNDER H DIRECT VJFERV181ON
b AR>r IN WMPLIANGB WITH tHl FLORIDA 1 UI DING COOK 2001
FOR Ito MPH ( 3 SECOND GUST ) WINO ZONE - 90 MP" PASTEST
SPA
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UNIT •1
LIVINGS 816.0
ENTRY 42.6
TOTAL 858.6
UNIT 0 2
LIVING: 800.0
ENTRY 20.0
TOTAL 820.0
TOTAL 1618.6
1 OF 4
ARKAY 0 7531
J
14W
L04P CWART 16" PEEP OE0110N.
GL R•'81!'�1N
CONGR*T16 1.J LINTq,
° POWEA' STEEL
_
BO X LINTEL
i' •b'
4991 PLO !' UNO&LED )
1010 PLF L -2
3865 PLF
r • r
3439 P c MILLED )
6626 Pl.F L -2
6830 PLF
r -6
2711 P L,R ! ";u'
5294+ PLP L -2
9949 PLF
30.24
2332 PLP ( U)qFILLED)
4908 PLR L-2
4613 PLR
4
Asa, PLR ! UNFILLED )
3935 PLP L-2
3699 PLR
4
1014 PLR ( UNFILLED )
3134 PLP L -2
3488 PLF
5' - 1'
211% PLF -
2146 PLF L -2 «
2664 PLF -
6' - 2"
WI PLF »
2298 PLF L -2 -
2400 PLF -
1 - on
1981 PLR »
2025 PLP L -2 -
21.14 PLR -
8' - O'
1123 PLO +
►168 PLF L. - -
2213 PLR «
9' .2
5489 PLR »
1345 PLIF L -2 -
1984 PLR „
10' - Q"
1364 PLR »
14!4 PLR L -2 -
1819 PL F «
%I - 8'
MI PLF -
1329 PLP L-2 -
1 PLF -
11.' • Y
IVO Fv -
1230 PE.R L -2 -
1 .629 PLF «
t�' • O"
1109 Kp -
1118 PLO L -2 -
1619 PLF »
lr - 8"
1044 PLIS -
1116 PLP L -2 «
!436 PI.P -
IV - 4'
1' 9" PLF - P
1381 PLP L -2 - 8L - 1
!304 PLF -
.4
1371 P
1321 PLP L -2 - 6L - I
!299 PLP -
1132 PLR P
1048 PLP L -2 - 8L. - I
1131 PLF -
18'
1016 PLP « P
928 PV L -2 - 61. - 1
%0 PLP -
18' • 4'
911 PL P
110 PLO L -2 -s 8!- - 1
8$3 PLR «
20' - o
616 PLR .0 P
629 P L -2 - 6L - 1
PV
184 PLF «
18.9 PLR - P
523 PLP L -2 - 6L - 1
606 PLR -
- d 0E1-40TEO 0 0 REAR X CONT. PLACED IN 60TTOM COUR68 AND
!6' O Ei0 6EAM P6uRt0 6011.0 WITH 2300 IF 61 CONGRE3TIL
y P - DENOTES PRE OTRE66ED U LINTEL WITH M RESAR X CONT,
IPLAG00 19 BOTTOM COt,11011 4 16" DEEP 5ZAM F"EO 60LID
WITH 2600 P61 CONGRI3TIS
8" X 8" X 16" KNOCK OUT BLOCK
TOP COAROrz WITH 1 M5 NORIZONXAL
a RE1$AR TIED TO ALL VERTICAL RODE
,t ; -
E3OX STEEL LINTELS OVER ALL WINDOW
AND POOR OPENINGS, NO #5 REBAR
fit, S RliMIRED ON BI~AM8 UP TO 24'0"
' WITH NO MORE THAN 606LB8 PLF
0f:'110 P OWER 15OX LINTEL DETAIL
8" X $" X 16" KNOCK OUT BLOCK
TOP COAR8Ir WITH 1 0 5 HORIZONTAL
RE€3A9 TIED TO ALL VERTICAL RODE
8" X 8" X 16" KNOCK OUT BLACK
OVER POWER STEEL LINTEL$, WITH
I EACH *5. RE15AR IN TWO COARSE
WHEN SPAN OF LINTEL 16 OVER 12'4"
OPTIO POWEIR WIRE1. LINTEL DETAIL
A" X 8" X 16" KNOCK OUT BLOCK
" tOP . COARSE WITH 1 0 5 HORIZONTAL
REOAR TIED TO ALL VERTICAL 8008
,( ..;
6" PRECAST LINTEL BLOCK
OVER A�L OPENING& I MACH
� Qr "5 R EBAR IN TH16 COARSE WHEN
SPAN OIL LINTEL OVER 5'2"
QPT tQNAL $''ANDARD PRECA8T DETAIL
HORZON ?AI. LINTEL 0 5 RE13M
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k
{
/"' Y00TFR
05 QESAR
It,ITY 114$uRI M AND tl4ftr -ORN
FROM At.4 CA AIM6, L.O86E8 AND
11 01 09 R 6VLTINO F0011 n4
01 t toq i s coN6TRUCr1oN
L" NOt !!I[ LIArsLt3 FOR C461 of
1/2' COX OR 1/16 066 ROOF SHEATHING
NAILED 6' OC ON ALL EDGES AND IN THE
FIELD WITH 80 NAILS, USE STEEL PLYCLIP6
AND 0 15 FELT WITH SHINGLES, RIDGE VENT
AS REQUIRED
U63 (1) 81MP80N HETA20 TRU66 STRAP
POURED IN LINTEL AT ALL TRUSS BEARING
LOCATIONS EXCEPT AS NOTED ON TRUSS
PLAN, FILL ALL NAILS HOLES WITH 10D X
I I/2' NAILS
2X4 OR 2X6 WOOD 6U8 WITH
ALUMINUM SOFFIT AND FAC61A
TRIM
SEE LI NTEL CHART
ALUMN S.H. WINDOW6
MASONRY 61L L8
8" BLOCK WALL 8'O" IN HEIGHT L
DECORATIVE CEMENTITOUS FIN16H
16 X IV FOOTINGS WITH
(2) OS REBAR ON C44AIR8 ------\
#9 VERTICAL RODS FROM
GROUND WIRE TO
FOOTINGS t4 BOND BEAM
FOOTING REBAR
lV WITH 24" LAP MINIMUM
BOTTOM of FOUNDATION
MINIMUM 1 2" BELOW GRADE
8' 0 BLOCK WALL DETAIL NOT TO SCALE
ENGINEERED ROOF
TRU66EO 24" OC
MIN R -22 INSULATION
IN ALL ATTIC AREAS
1/2" CEILING TYPE GYPSUM BOARD
TYPICAL 4" CONCRETE BLAB WITH WIRE MESH
OR FIBER MESH AND 6 MILL V16MEEN OVER
CLEAN COMPACT TERMITE TREATED SOIL
SEE F LC
PLAN
PORCH SLAB
-------------- T-
a � a
PRE -ENG. TRU66ES
SIMPSON HIO
W /8-86 TO TRU66
/ TO BEAM
6 AC-4 MAX POST TO BEAM
ANCHOR 8- 160 NAILS TO POST AND
12 -160 NAILS TO BEAM
4" X 4' P,T, WOOD POST
SIMPSON ABU44 W/ 12 - 16d COMMONS
TO POST - (U B
5/8" X 6" ANCHOR OLT
MUST HAVE 2" MIN CONCRETE EDGE ON
ALL SIDE OF POST ANCHOR
YT" X 24" X 24" PAD WITH
3 EACH #5 RE1:3AR EACH
DIRECTION. CENTER PAD
ON POST
F08T / SEAM DETAIL
•
O
O
4" CONCRETE aLA13
MIN. 2F • P81
8" BLOCK WALL
I
OVER TREATED 05 VERTICAL REBAR
COi"PACTED FILL I
N
2 - 0 3 REf3AR 0 0
ON CHARS
6
FIRE WALL MONO. INT BEARING FOOTING DETAIL
SINGLE BOND BEAM WITH (1) #9
RE13AR CONTINUOUS TIED TO ALL
VERTICAL RODS
_ 3/4" P.T. FURING WITH 3/4" TUFF R
INSULATION BOARD AND 1/2" GYPSUM
•
•
N
!t;!
w
4C
l
a
n
30 10 - -- - - -- -
FOUNDATION 4 FL.UT" BIND FLAN 1 /4" 1
ALL FIXTURE LOCATIONS MUST BE VERIF ED FROM FLOOR PLAN
AND ! THE RESPON& &LITY OF PLUMBING CCNTRACTCR TO PLACE
PXTUR}s8 iN CORRECT LOCATION. PLUMBING CRAIN LINES ARE NOT A
STRUCTURAL PART OF CRAWING8 AND MAY VARY IN FIELD WITI -►OUT
APPROVAL FROM ENGINEER OF RECORD.
ARKA INC.
RICHARD L K`PF„ Y p
FLORIDA LICEN611 3 6
I HERBY CERTIFY THAT 114t6E PLANS AND 61PEGIFICAVON8
WAS PREPARED BY ME OR UNDER MY VA ECT 6UPERVIVON
ARH IN COMPLIANCL WiTN THIS FLORIDA WILDING CODH 2001
FOR 110 MPH ( 3 6EEC-OND GU6t ) WIND ZONH - 90 MPH RAOTE6T
6PF�D
13
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UNIT +1
LIVING 816.0
ENTRY 42.6
TOTAL 858.6
UNIT 02
LIVING 800.0
ENTRY 20.0
TOTAL 820.0
TOTAL 1618.6
204
ARKAY » 731
sTAILB
EEIJEOCTRICAL PLAN 1/4 a 1 ' 0 "
TF+> ELEOTRICAI. ORAWIN46 ARE NOT A
6t04TURAL PART OP PRAlLN66 AND MAY
YARY" FIFLO MT1401jT APPROVAL. FROM
oNGINEE4 OF RECURD
STUD 6PAC1NG
L- BRACING
:A
(2) 2 X 4
L BRACING
(2) 2 X 4
L BRACING
(2) 2 X 6
L BRACING
16"
0' - 0" TO 4'3"
4' - 3' TO 6V
EEIJEOCTRICAL PLAN 1/4 a 1 ' 0 "
TF+> ELEOTRICAI. ORAWIN46 ARE NOT A
6t04TURAL PART OP PRAlLN66 AND MAY
YARY" FIFLO MT1401jT APPROVAL. FROM
oNGINEE4 OF RECURD
STUD 6PAC1NG
L- BRACING
NO
L- BRACING
(2) 2 X 4
L BRACING
(2) 2 X 4
L BRACING
(2) 2 X 6
L BRACING
16"
0' - 0" TO 4'3"
4' - 3' TO 6V
8'O " 12'0
12'0' TO 16'0'
24"
0' -0" TO 4'0"
4'0' TO lb"
l'O" TO 10'0"
[0 T 4b"
NOTE,
2X4 OUTR'GGE.RO AT 24" OC NO DROP GABLE NEEDED
CONNECT OUTRIGGER8 TO .UNEN O` ✓ERHANG S 12" OR
GABLE WITH 81111O80N H2.3 LE88
BACKNAIL lL'/ (2) '6D NAIL MAX. 24" OVERHANG
NOTE: NO L E3RACiNG RE-0 RED
PEAK O F GABLE 16 4'O" R, LE66
2 X 4 WEB BLOCKS NAILED IN BETWEEN
J,E08 WITH (2) '6D NAILS EACH END '.UITH 'L" BRACING TO EXTEND AT LEAST W
(6) NAILS AT EACH END NAIL TO 2X4 -`
4 ' CF ILEB LENGTH C SEE TABLE ABOVE )
3TEP DOWN GABLE TRUOS WITH ONE LAYER
1 /2" CDX SHEATHING OR ?/'6" COB MAILED
4" CC WETH SD COMMON NAILS
2 X 4 ANGLE BRACING AT 48" OC ALONG
GABLE END NAIL ENDS TO 2 X 4 BLOCKING
WEB BLOCKING WITH (2) '60 TOE NAILS
ATTACH BOTTOM CORD OF GABLE TRUS6
TO 2 X 6 PLATE WITH 160 NAILS 6 Or-
1/2" GYPSUM WALL BOARD 2 X 4 MAILER ATTACHED TO BOTTOM
CORD OF GABLE TRU88 AND COMMON
TRU88 WITH 2 EACH 1 20 COMMON NAILS
AT EACH UPRIGHT MEMBER OF GABLE
MIN 2 X 6 P.T. PLATE '.UITH
1/2" X 8" ANCHOR BOLTS
AT 24" Or—
GABLE END BRACING DETAIL
PICAL ELECTRICAL RISER DIAGRAM
u
CET
?�1 G
;H 8
CONCRETE ENCASED "LIFER'
ELECTRODH REHIRED PER
ART 230 -W.. 1$39 N.B.C. MUST
611 IN6PEGTED PRIOR TO CONCRETE
PLACEMENT
PHA6E
ER PANEL
&IN
ECTRICAL LEGENP
A F.1. IIO '✓
�pUND�FA� T
A.F.1. 50 V
ARC FAULT
REeE�rACLEIt
CEILING FAN
ROOF
r
i4T
E CEILING CEL NG FAN U/ L'rGHT
L
(Ty P)
E O
OR CAW 13AL L PXTL.R8
. - - I ELECTRICAL PANE&
® 1}0'✓ 50 CF-M'6
8 ATH FAN
6 WALL OCONCE
L TELSVIVON
EXTERIOR D6D61- FLOOD
PHONEi
IN ACCORpAL4CEE1 WITH CHAPTER 41L003 (2) (1) OF THE FLORIDA ADMINATRATIVB CODE. ELE-mcAL
PLW - OING AND MECHANICAL. 6Y6TE116 6NALL 60 DESIGNED 15Y THE REWECTIVS CONTRACTOR TO
H,E)3T ALL APPLICAI3L$ CODES. TH8 E LECTRICAI- PL_Ui 151NO ANA MEC LANECAL 6Y6TEM6 DRAWN HERON
ARS ISA63 UPON A DE61GN PROVIDED DY THE OWNER TO ACCRE66 H6114E R RE-0J,REMENT6.
ALL ELECTRICAL OUTLEFT6 IN 9AT!HRQOH& KITCHEN, CWITHN 6' FEAT OR 62 -K6). 0ARAGII AND AT
EtTEOOR LOCATION$ SHALL 150 WIRED INTO A 4ROUND FAULT INTERRUPTER "GFi' C.RCUIT
ALL M.ECTRICAL OUTLHT6 IN 15MROOM6 II FUXTURE6 6HALL 55 WIRW INTO AN ARC -FAULT INTERRUPTER
'AF-l' CIRCUIT
6MQKIR DHTEGTOT26 $HALL 55 PLACE IN EACH BEDROOM AND IN HALL. WAY AREA6 ADJACENT
TO DEDROOM AND OT14M LtYN3 AREA6
GRO" WIRE FORM RE MAR TO ELECTRICAL PANEL PER N.H.C.
MECHANICAL PLAN 3116" = 1
1'E:CHAN3CAL CONTRACTOR TO PROVIDES A RST. RN A;R MOCkkN1CAL 004TRACTOR TO YMFY ALL DUCT
GRILL FIR ALL 4 ZO0 1 16 THAT HAVE A UNBALANCED A,R AND L4T NZIL 11+tL 1- £C9ANCAL DRAWI46 ARE
FLOW PER P.M.C. 601.4 CR UNDER C DOORS NOT A OTRIe-AAAL PART OF DRAWN4& AND MAT
VARY N F!B..D ilArd0iT APPROVAL. FROM EW- .JNEER
OF RECORD
30, 11
ROOF: TRU86 PLAN 1/4" = 1
ARKAY ENGINEERING INC.
STRIX
ALL WORK S"'''LL Cv:J LY \vITH ETKsINEERB
ALL J
pREv p ILI NG CODES, FLORIDA BUILD�C C
ODE Al' -
CODE. NATIONA - ZIC C
f
RICHARD L KIDDISY r�
FLORIDA LICENOR a " otm 3TAO
I HERBY CERTIFY THAT THERE PLAN$ AND WECIOCAT10N6
WAS PREPARED BY ME OR W01ER MY D AWT SI.PERV1610N
ARE IN COMPLIANCH MT14 THE FL ORIDA i3UILDING CODE 3001
FOR 50 MPH ( 3 SECOND GU6T ) WEND ZONE - 30 MPH FASTEST
SPEED
h
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4 LZ
a
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R.
1n Z
Q 0 M W
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g
UI
u
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4
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w v)
V
0 � V
N
UNIT 0 1
LIVING 816.0
ENTRY 42.6
TOTA 858.6
UNIT 0 2
LIVING 800.0
ENTRY 20.0
TOTAL 820.0
TOTAL. 1618.
3OF4
ARKAY 0 7:50.70M
..
3 - 210 THNN CU FEEDER6
15AT 4 FAN
_
LICAHT C40I'E30
FLUORE60ENT
FOOLIRH
IN ACCORpAL4CEE1 WITH CHAPTER 41L003 (2) (1) OF THE FLORIDA ADMINATRATIVB CODE. ELE-mcAL
PLW - OING AND MECHANICAL. 6Y6TE116 6NALL 60 DESIGNED 15Y THE REWECTIVS CONTRACTOR TO
H,E)3T ALL APPLICAI3L$ CODES. TH8 E LECTRICAI- PL_Ui 151NO ANA MEC LANECAL 6Y6TEM6 DRAWN HERON
ARS ISA63 UPON A DE61GN PROVIDED DY THE OWNER TO ACCRE66 H6114E R RE-0J,REMENT6.
ALL ELECTRICAL OUTLEFT6 IN 9AT!HRQOH& KITCHEN, CWITHN 6' FEAT OR 62 -K6). 0ARAGII AND AT
EtTEOOR LOCATION$ SHALL 150 WIRED INTO A 4ROUND FAULT INTERRUPTER "GFi' C.RCUIT
ALL M.ECTRICAL OUTLHT6 IN 15MROOM6 II FUXTURE6 6HALL 55 WIRW INTO AN ARC -FAULT INTERRUPTER
'AF-l' CIRCUIT
6MQKIR DHTEGTOT26 $HALL 55 PLACE IN EACH BEDROOM AND IN HALL. WAY AREA6 ADJACENT
TO DEDROOM AND OT14M LtYN3 AREA6
GRO" WIRE FORM RE MAR TO ELECTRICAL PANEL PER N.H.C.
MECHANICAL PLAN 3116" = 1
1'E:CHAN3CAL CONTRACTOR TO PROVIDES A RST. RN A;R MOCkkN1CAL 004TRACTOR TO YMFY ALL DUCT
GRILL FIR ALL 4 ZO0 1 16 THAT HAVE A UNBALANCED A,R AND L4T NZIL 11+tL 1- £C9ANCAL DRAWI46 ARE
FLOW PER P.M.C. 601.4 CR UNDER C DOORS NOT A OTRIe-AAAL PART OF DRAWN4& AND MAT
VARY N F!B..D ilArd0iT APPROVAL. FROM EW- .JNEER
OF RECORD
30, 11
ROOF: TRU86 PLAN 1/4" = 1
ARKAY ENGINEERING INC.
STRIX
ALL WORK S"'''LL Cv:J LY \vITH ETKsINEERB
ALL J
pREv p ILI NG CODES, FLORIDA BUILD�C C
ODE Al' -
CODE. NATIONA - ZIC C
f
RICHARD L KIDDISY r�
FLORIDA LICENOR a " otm 3TAO
I HERBY CERTIFY THAT THERE PLAN$ AND WECIOCAT10N6
WAS PREPARED BY ME OR W01ER MY D AWT SI.PERV1610N
ARE IN COMPLIANCH MT14 THE FL ORIDA i3UILDING CODE 3001
FOR 50 MPH ( 3 SECOND GU6T ) WEND ZONE - 30 MPH FASTEST
SPEED
h
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4 LZ
a
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R.
1n Z
Q 0 M W
LI
�s •
U.
g
UI
u
oc
4
4
Q
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Q
A
:Z'
w v)
V
0 � V
N
UNIT 0 1
LIVING 816.0
ENTRY 42.6
TOTA 858.6
UNIT 0 2
LIVING 800.0
ENTRY 20.0
TOTAL 820.0
TOTAL. 1618.
3OF4
ARKAY 0 7:50.70M
..
3 - 210 THNN CU FEEDER6
9 =RAL N(, T56s
1141$ WWI G M6'" p0l TO COW-CM TO THR FLORIDA eutol tt3 CODE 240L
AR+ZAY 113G; ors A 90016TFRE l- fDN$P. FIGR►DA pROF6410NAL OTRUGrJRAI-
R siNI R Arll , HA6 APPLIED A ATIIONAL ANALY616' FOR " STRUCTURAL DESIGN
CIF TH18 SfRUCTUR :'
T1R QURDlNO I f NCCU,DIf4 ALL COMPONENT✓# AND Gl..A00IW4 SHALL Oil DESIGNED FOR THE
FOLLOWING 6UPES IA IP08Ft3 lOAE b
FLOORS,
LJYI# LO.AG6 . - 40 P.B.P.
DEAD LO#06 - 10 P.S.P.
(GARACaS e"O,
uylt WAD$ 30
DEAD LOADS - 10 P. &F
ROOF, ,
LIVO ILOAD9 (TRVO TOP CORQ)i - 20 P-6-F,
04A13 LO Ap6 [TRUE+} : TOO GORQ) - 1O P.O.F. 16 P.S.P. u4EN TILE ROOF INSTALLED
W ill LOAD (TRUg4 13Ottcft CORo) - 10 P.b,F.
WINDS A66 TRU66 60.0 WEIGHT ( DEAD LOAD) - 1 P.b,F,
O 16 DESIGNED TO CONFORM TO ASCII 1-98, CHAPTER 6, PER FLORIDA OU4D1NG
CODS 200 16L:CTiON 1606.11
WIND DESIGN AOUMPTION6,
E3t,11L - DNG DCP08tRS - D
OU'LONd IMPORTANCE# FACTOR • 1,0 ( CATEGORY II )
MEAN ROOF WEIGHT 30' OR LEO
1-1061-IT t M00"S AOJUST11 "EFFICIENT . LO
E?4CLOSE� BLIILD�4l3
INTEFRNAL PRESS81iRES COt3�KcIENt r , / - 0.18
6E�j WIND SPEED INFORMATION 6TATE:i,1 ON PLANS
TYPED D CON617RUctION
801131ARING� CQMt�ACTION:
T14E Et PLANS IVES DRAWN 10" UPON AN ALLOWABLE SOfL efeARING CAPACITY OF
2000 P.9.p.(: MiNI'I"1UM ) TH13 CONTRAGTOWPROPERTY OWNER 4 RESPON61BL3 FOR VERIFYING
THAT TH,JO 0014 ON T'HS SITT! 16 FROPR;n.Y PREPARFD AND COMPACTED SUCN THAT IT CAN
SUPPORT A 2GOO P,A.P. FO"ATION LOADING
ARKAY E: , IGINEERIN4 6t4, A RJE016TEERM LlIM690 FLORIDA PROFESSIONAL 6TRUCTURAL
ENGRfgR{NQ COMPANY, 0E;6.Ka 4f0 ti-108 FO"ATION6 WITHOUT VINTNG THS CONSTRUCTION
614 NOR PEAiFORMIN4 ANY SOIL tE6tNO
AE7KAY E74 NEE RN4 NC SMALL NOT SE RE8PONSIMA FOR THE SITS 601L A131LITY TO 6UPPCRT
TF4E BUILDIN4 LOADS
F01�IND�tION 4 8LA�3 - ON• GRADE NOtEB :
VWL011)4, $ITO SHALL E'l 6CRAF'ED t0 RE 10 ALL ORGANIC MATERIAL& -
ANY ADpIt10NAL FILE. PI.AC 0 QN " pUII..DRJG PAD AREA 6HAL.L 158 COMPACTED
$UCH r,(At It CAN A06aJAT,E1.Y 6UPPORT A 2000 P.$.F, FOUNDATION LOADNG, SLA13
6HAI.E. 08 PLAC$ OYFR A DE 6 MA- VAPOR OARR ON CLEAN A OUATELY COMPACTED
AND TE IOw i # p01801'40 601L
CONGnuE UTI I IN F4"ATIO AND 6LAH8 SHALL 14AYS A MINMUM 26 DAY
COMPR�864vE QtRE;�lQP� LEES P.g F
REINFORC14 6tEEL $14ALL Oil GR�IS 40 MINIMUM AND IDENTIFIED IN ACCORDANCE
u A6M i► - lb. . UHFRB AglQU SHALL OR A MINIMUM OF 13' FOR
03 RWAR , 30 RR AR f1 W FOR 41 REOAR
PLANE ARE;# 04!!i1yE EP "A MAX IM( dtIOMWALL HS*Ht OF 4 COUR60 ( AFTER
FI NAL" 61to ORADW4) *B CONTRACTOR OFD 6UIWN4'OWNEi WALL DOTERMNll THIS
EDW,T STOVALL 1 - I9*141 SA46 UPON SITS COkl;IJl10N6 PR1CR TO PgANG THS FOUNDATION
AND CONTACT ARKAY ENGINE.! RN4 WHEN MORE THAN 4 COUR68 ARE REQUIRED
A FOUNDA - %AVS`C 6HAL). 06 PERFORMED AND A COPY QP THE SURVEY 6HALL 53 ON SITS
FOR THE! E6 [NQ 1N6PE4TO,R0 USE. OR ALL PROPERTY MAIkkM6 SHALL E611 O(PO6ED AND A
STRING 6TRECTED FROM MAPKOk TO MARKER TO VERRY RWUIRED 60 SACKS
MASONRY WlALL6s
CONCROT11 MASONRY UNEt &HALL. BE HOLLOW UNIT MASONRY IN ACCORDANCE WITH ASTM C -90
AND 614AL1, HAVE MINII.1Uti P'M OF IWO P,91.
MORTAL 614AE.L CONFORM TO A6TMG -110 AND SHALL 153 EITHER TYPE M OR 6
REIN"CIN0 QTEE L 6HAEl. 811, .6RApRI 40 MINIMUM AND IDENTIFIED IN ACCORDANCE
WITH AbikA*o LAP $PLIGE6 WE�+E� REEQUI $HALL ON A MINIMUM OF 21." FOR 0 3 RFESAR
30' FOR 0 6 RE 0AL3 ANEW 3i' $00 01 RFOAR.
GROUT FIp THR PpURF,.P 6E46 AEA LINTM6 61-IIALL► HAVES A MAXIMUM COURSE AGGRE=GATE &Z8
OF 3/9r Pl.AGE0 ,AT # to II 1t� &UM1b ANO HAYS A MINIMI.M 26 DAY COMPRESWO STREN ITH OF
2000 0,611 I,.PM TE9TE:D PEA A6TH C -10191
PR CLOM OUT QPE�4WSO ( 12 6GL IN. ) N CE°.I,L6 CONTAINING 6PL F0 REINFORCEMENT. WHEN
T141 GROUP PoE.IR lb(C M6 6 FESt N 140GHT
ROOFING, 4 F LAS14INO3 s
RQOFIN4 6Y6TW 4O.F BNQ � AT,ATEq' S E IN PLAN UST CONFORH TO CHAPTER 1$ OF THE FLORIDA
E 1E p1�IO �OE».VIOL E t11C� 6P �F14 68CT10N 1°0'1 CQ1itRACtQR OR OWNER MNbf PROVIDE WITH
,bPECtF1C,r lI:'ROOI,IC1 NFO�t'tATi4N pETA1 N6TAL1.A1•l N co PRODUC TO MEHT WIND DESIGN6
o� TTale3 61�f or GtRA4UINGd,
Time ,Et� MATE 'RrAO .t
ALL Til �t R$ MAtgtAl, ,;ORAEJ, 69 AS FOLLOWS
LYL 001 i1$ QNALI ( W- HCALRI6T9A WL MATERIAL6 MANWAGTURE D ELY 7RU$S JOIST
PIAEMIK C � ��
E.UML6 l �.IZ pE. E TOM ijIATE*, TO1P #L.ATI*8 POST, 6TUp6 PACKS AND QLAM6
11- E�Ed •1 1fi� L.QSL/ PIN (ON" EiE# �rEl
E tTIFRIQI II•ITl fitOE4 I,OA�? ".Al�It4Si 6TU06 6HAL.)- Ism 6 1 6PRt10E r oE: gHTtERJ
A.LL on" 4tWli 6WA' -4 0$ "611W GRAOie SIf'RLICS 4PA69' 16' OC, ALL SPLICES AT
TOP PLAT% MU61 Bd MIE�'A '4'O" AND NAILS 4' OG WITH rV COMMON MAP,$
P8L P06.1 SMA B# (1.60) RaR AM POL MATERIAL6 MANUFACTUR96 BY TRU8bJO16T
MACMILLAN ((R eau .) SO Pdal QUPPORI TAOL.E1 FOR LOAD VALUES.
0II;tMOA WARE0 OK" " CON6tRWTJV WITH V2' PLYWOOD OR 1/16 O.S.B. ( 2-M-W RATING) NAILED
WITH 86 II.A 6PAG8 Al X GG ALON l AL,L HORIZONTAL JOMt6 AND E?GE6, 6' OC ALONG ALL VERTICAL
JO[kT6 AND EDGER AND 12" QC AL.ONd AM INTERMEDIATE 046
AT OPENING a, El'O' W OR LARGER; STRAP Wp OER BEAM TO THE HEADER STUD$ WITH (2) U6P OR 6iMP80N
L6TA24 STRAP TIE$ A1' #ACH IiND OF E-IE?A 04 6EAM. ANCHOR BOTTOM OF 14FACER STUDS TO FOUNDATION
WITH USP'OR 6fD'tP60N 14716 tEN610H TIE..
INTERIOR Ono W1ALLo TO OIQP 2 x 4 n 6PRUC'S OR OffTTFR WIT14 6N*" 2 x 4 P.T.
PINK lwttOE'1 PLAT!(,ANTI SQ448 1 X 4 r! 6PRWE TOP PLATO UN114 6TU06 SPACED
MAC( HAl,24' 00, WALLf TO HAYS I!2" GYP&M 16OARD OACl4 61VIL WITH WALLIS AT
4AAPA_00 TO HA MIN IMUM It-if IN"ATTON
Alsip" WOOD SHEAR WIALL6 B�Ca1tIE NTS TO FOUNDATION WITH $IMPSON LTT" T0464H Till AT EFAC 4
E ND,OF WALL $04MENTb AT ANY' WALL 6E4MEkT NTF..R$ECT10N ( BUILDING CORNERS)
ALL pl.0 }IN0, ELE At- AND Me l- KMICAL. R0X44 NO MUST Oil COMPLOTl3, INSPECTED AND APPROVED
'Eft tO" RL TING INS FRAMII 4. INSPECTION.
LEN 9Q►R1 ? LAIN, , t CONNjC-TQRf MADN OY ANOTH15R OUPPLIFR MAY BS U6M IN PLACE OF TT-IE
u e4r� CtNt�to�a al•IOw�
,
4 i � . Q ( 1 fE
NO L 1AE6 jY M4i+EaA�IGE 4NE2 O AND
pr NWq O" All. GLA,IMf AND
INE(uD 9TT y . _ AL Out,-Pr OR eULTtrEc1 E 11 THo
E°RS�4tiT1.� T, I 114A,T(3FQyg713ERo CGATRUGT14N
t�F-!>141 Ak W"L NOT 15A Ly Falk C461 OF
R A OLIt
,
SOIL TERM ITS TREATMENTs
INITIAL. 60L POISONING TREATMENT SHALL BE DONE AFTER ALL EXCAVATION
BACKFILLNG t COMPACTING ARE COMPLETE (PER FBC 1916AU
ANY SOIL 0187URJ! EW AFTER THE INITIAL TREATMENT SHALL 00 R3 TREATED
l INCLUDING ANY 60)(ED OR FORMED AREA$) (PER FRIC 181612.)
EOXFD ARZ46 N THE CONCROTS SL.AE3 FOR INSTALLATION OF TRAPS SHALL BO MACE
4NT14 PERMAMENT METAL OR PLASTIC FORMS. PERMAME NY FORMS MUST 133 OF AN ADEOUAT3
SIZS / DEPTH TO ELIMINATE ANY 0I6TURISANCE OF THE SOIL AFTER THE IN VAL TREATMENT
(PER FCC 1816.0)
A MINIMUM 6 MILL. VAPOR BARRIER MUST BE NStALLFD TO PROTECT AGAINST RAINFALL
DILUTION IF RAINFALL OCCURS BEFORE VAPOR BARRIER PLACEMENT, RE TREATMENT SHALL
BO REQUIRED (PER FW 1816.1.4)
ALL BUILDNGS ARE REQUIREV TO 14AVIE A PRO CONSTRUCtION TERMITE TREATMENT
(PER FBC1816.1;1)
AFTER ALL WORK 18 COMETS ANY LOOSE WOOD AND FILL MUST BS REMOVED FROM
BELOW AND WITH IN 12' OF THE OUI L.DNG. T1416 614ALL INCLUDE ALL GRADE STAKES TUO
TRAP BOXE6, FORME, 60ORING AID ANY OTHER CE I LUL06E CONTAINING MATERIALS
(PER FBC 2303.0)
NO WOOD VEGETATION, 6TUMP6, CARDBOARD, TRASH, ETC, SHALL BE DURIED WITHIN i3' O
OP ANY OUfLDNG OR PIQOP06ED OULDNG (PER FBC 23031.4)
ANY CONCROTS OVER POUR MORTAR OR STUCCO MATERIALS ALONG THS FOUNDATION PERIMETER
MUST 153 REMOVED PRIOR TO EXTERIOR 601L TREATMENT (PER FBC 1816.1.3)
D( TER10R SOI TREATMENT MUST BEE APPLIED UNDER ALL ED(TERIOR CONCRETE OR GRADE
WIT14N 12 OF THE 6TRUCTURO SIDE WALLS (PER FBC 1 916.1.6)
AN EXTERIOR VERTICAL C14E MICA . BARRIER SHALL BE INSTALLED AFTER CONSTRUCTION 16
COMPLETE ( INCLUDING LAN06CAPNG AND IRRIGATION) ANY SOIL 01611"ED AFTER TWO
VERTICAL BARRIER 16 APPLIED, SHALL. BO RHTREATE V (PER FOC 1816.1.6)
IRRIGATION / SPRINKLER SYSTEMS INCLUDING ALL RISERS AND SPRAY WEARS 6HALL NOT BE
NVALI ED u it11 12' OF THE BUILDING $vewAL.6 (PER FBC 1303.4.4)
CONDEN6ATS AND ROOF DOWN SPOUTS DISCHARGE? AT LEAST re AWAY FROM 17143 BUILDING
SIDE WALL$ (PER FBC 1303.4.4)
THS DISTANCE FROM THE EXTERIOR WALL COVERING ( E(CEPTION6, PAINT AND DECORATIvil
CEME NTIT" FI ru6H LE" THAN S!S' THICK ADHERED DIRECTLY ONTO T143 FOUNDATION WALL
AND FINAL EARTH GRADS SHALL NOT OR LE66 THAN 6' TO ALLOW FOR INSPECTION FOR FUTURE
TERMITE INFE6TAT10N6 (PESO FBC 1403.1.6)
A ' CERTIFICATE OF C0MPLtANCEE 614ALL BE ISSUED TO THO auiLDNG DEPARTMENT BY A LICENSED
PEST CONTROL COMPANY effORE A ' CERTIFICATE OF OCCUPANCY WILL all ISSUED. THE CERTIFICATE
SHALL 6TAT13, (PER FBC 18(3.1,1)
" THS BUILDNG HAS RECEIVED A COMPLEiTO TREATMENT FOR 171 PRffvENTION OF "TERRANELN
TERMITES, THE TREATIIIE NT 16 INACCORDANCS WITH TINS RULES AND LAWS OF THE FLORIDA DEPARTMENT
OF AGRICULTURE AND CON6UE" IERS SERVICES
A PERMAMENT SIGN THAT IDENTIFIES THE TERMITE TREATMENT PROVIDER AND NEED FOR R3 INSPECTION
AND TRMTMEENT CONTRACT RENEWAL SHALL ESE PROVIDED, THE SIGN SHALL BO POSTED NEAR TWE WATER
HEATER OR ELECTRICAL PANEL (PEER FBC 104.16)
TRUSSESs
IF THE CONTRACTOR, TRUSS MANUFACTURED OR ANY OT14ER CE64H PROFESSIONAL RSV183 TWEE
TRUSS 6Y61`01 LAYOUT FROM THOSE SHOWN ON THESE PLANS ARKAY E NGINEFRING, INC I$
REQU I RED TO REVIEW ALL FINAL CONSTRUCTION DOCUME N1`6 FOR COMPLIANCE WITH T143
DESIGN INTENT PRIOR TO COMMENCEMENT OF TH3 PROJECT
EXTERIOR WINDOWS 4 DOORSs
ALL E(TEFUOR WINDOWS 1 GLA86 DOORS OR ENTRANCE DOOR SMALL 169 TESTED IN ACCORDANCE WITH
ANBVAMMA/NWWDA IOVI82 STANDARD AND OEM AN AMMA OR WDMA LABEL IDE= NTIFYING TWO MANUFACTURE
PERFORMANCE C44ARACTER16tIC6 AND APPROVED PRODUCT TESTING (ENTITY
ALL MULLION6 AND ADJACENT DOOR/WINDOW A88EMOLIE6 SHALL 130 TEST OR ENGINEERED TO TRANSFER
1.9 TIME6 THS DESIGN LOADS TO THS ROUGH OPENING 6UB6TRATff
INSTAL. ALL WINDOWS AND DOOR A86EMBLIE6 PER THE MANUFACTURE ANC 4ORiNG RECOMMENDATIONS
TO ACHIEVE THE DESIGN PRESSURES SPECIFIED
ELECTRICAL, PLUMBING, 4 MECHANICALs
IN ACCORDANCE WITH CHAPTER 41L003 (2) (1) OF TWO FLORIDA ADMINI6TRAT(V3 CODE= ELECTRICAL
PLLJM15NG AND MECHANICAL 6Y6TEM6 SHALL BED DESIGNED BY TH3 RESPECTIVE CONTRACTOR TO
MEET ALL APPLICAOL3 CODE$. TPO ELECTRICAL., PLUMBING AND MECHANICAL 6Y6TEMS DRAWN HERON
ARE BASE UPON A DESIGN PROVIDED BY THE OWNER TO ACCRE66 N16MER REMAEMENT6,
ALL ELECTRICAL OUTLETS IN BATHROOMS, KITCWM ( WITHIN 6' FEET OR SINK$), GARAGE AND AT
EXTERIOR LOCATIONS SHALL 153 WIRED INTO A GROUND FAULT INTERRUPTER 'GFI' CIRCUIT
ALL ELECTRICAL OUTLETS N BEDROOM6 s FIXTIRE6 SHALL B3 W IRED INTO AN ARC -FAULT INTE=RRUPTER
'AEI' CIRCUIT
SMOKE DETECTORS $HALL 153 PLACE N EACH BEDROOM AND
N HALL WAY ARP-AO ADJACENT TO BEDROOM AND OTHER LIVING
AREA
SAFETY GLAZINGs
n4S FOLLOWING SHALL BS CONSIDERED SPECIFIC HAZARDOUS LOCATION FOR THE PURP069 OF
GLAZING
(U GLAZING IN SWING DOORS, FIXED AND SLIDING PANEL OF SLIDING DOORS
A66EMBLIE6
(2) GLAZING IN DOOR6 AND ENCL086RES FOR HOT TUBE, wl- oP&POOLO, 6AUNA6, 67EAM
ROOMS, BATHTUBS AND SHOWERS. GLAZING IN ANY PORTION OF A BUILDING WALL
ENCLOSING TRESS COMPARTMENTS WHEEZE THO BOTTOM EDGE OF THO GLAZING 18 LE66
THAN 60' ABOVE THE DRAIN INLET
(3) GLAZING IN INDIVDDUAL FIXED OR OPERABLE PANES. ADJACENT A DOOR WHERE
T143 NEAREST VERTICAL EDGE 16 WITHIN A 24' RADIUS OF TH3 DOOR IN A CLOSED
POSITION AND WHOSE BOTTOM EDGE I$ LE66 THAN 60' ABOVO THE FINISH FLOOR OR
WALKING SURFACE
(4) GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANE- OTHER THAN TH069 LOCATIONS
DE6CRIBED IN ITE M6 (2) AND (3) A950YO . THAT MEWS ALL OF THO FOLLOWING
(A) EXPO AREA OF AN INDIVIDUAL PANE GREATER THAN 9 60. FT.
(B) BOTTOM EDGE LE66 THAN 18' A wVO THE FLOOR
(C) TOP EDGE GREATER THAN 36" ABOVE THE FLOOR
(D) ONE OR MORE WALKING SURFACES WITHIN 36' HORIZONTALLY
OF TWO PLANS OF THE GLAZING
DRAFTSTOPPING.-
IN 6W4E FAMILY OWE3LNGS, DRAFT617OPPNGS SHALL 153 PROVIDED ( PARALLEL TO TWEE MAIN
FRAMING MEMOE RO) IN FLOOR / CEILING A66EM15LIE6 SEPARATING USE'ABLO SPACES. DRAFTSTOPPING
SHALL 53 CONSTRUCTED 6Uf-'W THAT TWO FLOOR / CEILNG ASSE MMKY 16 BROKEN UP INTO TWO OR MORN
APPROXIMATED AREAS WITH NO AREA GREATER THAN 300 SOFT,
ATTIC ACCE"s
ATTIC^ SPACE$ 6HALL BE PROVIDED WITH AN INTERIOR ACCE66 OPENING NOT LESS THAN
22X36 ACCESS OPENNG SHALL B3 ACCEE660" AND PROVIDE WITH A LID OR DEVICE
THAT 16 EASILY REMOVED OR OPENED. WHV MECHANICAL EQUIPMENT 16 INSTALLED IN
THE ATTIC, 11 SHALL BO INSTALLED IN ACCORDANCE WITH MECHANICAL CODE.
ACCESS IS NOT 149MUQED WHEN THS CLEAR HEIGHT OF THE ATTIC SPACE, MEASURED
AT THE ROOF PEAK 16 LE66 THAN 24 ",
2 X 3 CUT TO FIT 1567WEEN TRIA666
ANC"CRED TO BLOCK WALL WIT"
1/2" X 3' AtiCI BOLTS 32" OC
NAIL TRI.i66E6 ALONG BOTTOM --
CORD wiTH IA COMMON NAILS
n" CC
ROOF TRI.66ES
I
R -I3 IN&JLAT�Ohl
(TYP) 1/2' 5YP6 1 CEILj'46 BOARD
3/4" P.T, FI�RiNG 6TR,P AND I LAYER 3,3" TYPE
x DRYWALL LAC" 61GE OF BLOCK 'WALL AND ON
ROOF TRI,66 ABOVE FROM FLOOR TO BOTTOM OF
ROOF a,, 9AT"iNka' ABOVE
(2) *3 REAR ON C"A�R6
(TYP) 1/2" 5rP6&4M CEIL G 13CARD
3/4" P.T. P.RiNG STR P A4D I LAYER 5,6 TYPE
X GRYLLIALL EAC" SIDE OP 31-0CK 1'41 A4D ON
ROOF TR�.,68 ABOVE FROM FLOOR TO 30TTOl Or
ROOF 61- EAT"i45 ABOVE
•3 YERT✓'AL ROC-8 A8
61?O tN ON FOIrNDATICN
PLAN
\ III I III (TYP) 4" CONCREETE SLAB
-
0
24"
I HOUR BLOCK FIRE WALL DETAIL
PLYWOOD NAIL PATTERN (ROOF)
PLYWOOD NAILED AS KNOWN 18 DESIGNED TO
WITH STAND MAXIMUM WIND LOAD RATING OF
130 MPH
ATTACH MINIMUM 3/4" P.T. BUCK
STRIP THAT 18 THE MINIMUM WIDTH
OF DOOR FRAME USING .091)(1 3/8"
T- NAILS MAXIMUM 10" OC,
CAULK DOOR FRAME PER YOUR
MANUFACTURES RECOMMENDATIONS
ATTACH MINIMUM 3/4" P.T. BUCK STRIP
THAT 18 THE MINIMUM WIDTH OF YOUR
WINDOW FRAME USING .0 X 1 3/8"
T- NAILS MAXIMUM 10' OC
CAULKED WINDOW PER YC
WINDOW MANUFACTURES 8
RECOMMENDATIONS TO M
LOAD AND COMPRE88101`
FOR YOUR JOB LOCATIOls
BLOCK WINDOW ATTACHMENT DETAIL
SECURING PREHUNG TO BLOCK STRIPS
PER YOUR MANUFACTURES INSTRUCTIONS
TO MEET WIND LOADS AND COMPRESSIONS
RATINGS FOR YOUR JOB LOCATION, ALL
ANCHOR SCREWS MUST PENETRATE BLOCK
WALL A MINIMUM OF 1 1/4' AND THERE 814ALL
BE A MAXIMUM 1/4" SPACE BETWEEN BUCK
AND DOOR JAM13
BLOCK DOOR ATTACHMENT 05TAIL
3iMP3ON i'E3HA3.36 /11,23" HANGER 9 / 4N A301 ANCHOR E30LT 5 3/8" FROM OF EDGE
OR EQUAL FILL ALL NA'L :40LE6
OF BLGCiG WALL WITH MIN, 6 EE'"'E3F...DDED
TO 13EAM WITH 10D x 1 1/2' TYPICAL
TRUSS NAILS IN 3000 P31 CONCRETE GROUT
FILLED DELL (TYP)_
S" Ism l.U/ 3000 F81
GONG t LINTEL W/
1 03 o MIN. LAP 30"
- - - - -I II I
I,
I
I � I
BM/WALL CONN
SECURING WINDOW TO BUCK STRIPS PER
YOUR MANUFACTURES INSTRUCTION TO MEET
WIND LOAD AND COMPRESSION RATINGS FOR
YOUR J013 LOCATION. ALL ANCHOR 8CRRA
MUST PENETRATE BLOCK WALL A MINIMUM OF
1 1/4" AND THERE SHALL BE A MAXIMUM 1/4"
SPACE BETWEEN BUCK AND WINDOW FRAME
STEEL PLYCLIP6
I UBL 2 X 12 0 2 PINE OEAM WITH ONE ARK 5Wj N&tkjl4Cs ,NC,
LAYER 1/2" COX IN CENTER STP TURN ^LvcE .6
J
RICHARD L. KIVr>5V P.E!
FLORIDA LiCSN612 r 37"193
I HERESY CERTIFY THAT TRESS Pl AN4 AND &PEECEICAT10N6
WA6 P REPARED 9Y ME OR UNDER MY DIRIEGt 6UPERVIVON
ARE IN COMPLIANCE WITH TIED FLORIDA E6UILDINCa CODE 2001
FOR I10 MPH ( 3 SECOND GUST ) WIND ZONE - 90 MPHI FASTEST
SPEED
h N
Z
c � MM
m 0
A
Z ti
�N
; v N �!
4
Z
M
W
V
0
LL
al
J
n IL
ul
4 : ul
3
0
F 4
t�
A
(Q N (Y
z o
Q
Q
O
V
v
tV
UNIT 0 1
LIVING 816.0
ENTRY 42.6
TOTAL 838,6
UNIT +2
LIVING 800.0
ENTRY 20.0
TOTAL 820.0
TOTAL 1618.6
PG
4OF4
ARKAY 4 753
F1
A
•
R1DG8 VENT
r
RIDGE VENT
. . . . . . . . . . . . . . . . . . . . . . . . . . . - . . . . . . . . . �• o++ +r oN
DECORATIVE CET'ENTITOUB FINi6H C1�i
LEFT ELEVATION 1 / 411 = 1 1 0 111
RIDGE VENT
RDGS VENT
. . . . . ..... . . .
. . . . . . . . . .
. . . . . . . . . . . . . . .... . . . .
- _--- __�------- _- _-- ------ --- - -- -- --------- - --- ------- --- -- ---- -- -- -- --- ----- --- -- --- -- - -- DcCCRATP ✓E G>= ?'ENTITOU3 FiN16N -- -- --- ---- ------ - --
RIGHT ELEVATION 1/411 _ 1 011
12
Lrw.."
. . . .
. . . . . . . . . . . . . . . . . . . . . . . .
.. - 0ECCRATIVE CFI" FN16H
REAR ELEVATION 1/4 = 11011
THE C lew t�IqER6T*," THAT PA 004NM CARRIE6 NO L1AOUTY N%PANCa AND T14EREFGRE
AGRXEO� TO HOB MRhUft VO NI61% AW DEF5W DE64NFR FROM AL1. Cl.A M6, L066E6 AND
S? PC460 (U�VON4 ( EWMAIb1.E ATTORNEY FEE6) ARI @N4 OUT OP ok REBULtIN4 FROM TN6
PRQ, Gt T11i1 D, 1GNEA tyU IN GOOF FAITH ATT�iPT t0 PROVIDE ERROR MIN CONSTRUCTION
DRAulNc36, &jl rT1+1� WANT Vq"b OCGW2 THI[ DESIGNER WELL NOT D9 LTA -ff FCR CO6T OP
REFbAIR6 OR DELAY TO THE CON6TAWr)0N
IT WILL BE THE RESPONSIBILITY OF T14E CONTRACTOR
/OWNER TO PROVIDE DOCUMENTS SHOWING THAT ALL
WINDOWS AND DOORS ON THIS SPECIFIC JOB MEET THE
0MGN PRESSURES STATED ON PLANS.
WIND DE81GN PRE88URE SCHEDULE
OPENMG
POSITIVE
NEGATIVE
OPENING
P061TIVE
NEGATIVE
(A)
21.20
-23.00
(I)
20.80
•71.20
(B)
21.20
-23.00
(J)
21.80
-23.60
(C)
20.80
-21.20
(K)
21.60
.23.60
(D)
21.00
-21.56
(L)
21.20
-71.96
( E)
20.60
-22.60
(M)
21.20
-71.96
(F)
21.80
-23.60
(N)
21.20
-23.00
(G)
20.80
-21.20
(0)
21.60
-29.10
(H)
21.00
-21.58
A
3n' n 1
'! VEIR T1CA1- R0D6 FROM
FOOTING6 TO M" SEEM
4 1 8 11 11 8 1 011 A8OV3
llJ (K) lJ)
29 8H EGRE88 32/2 8H TEMP 23 8N
_ 1
BED 0 22 in
PLAT CEfU1,66 BATH
- -T -+
2' 10
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21 6 T 41 8 :1 4 1 $ ;1 r, 5 Oil 3 5 11 °1. 9 11
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VAULTED CEB.,'`iGb
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,� UJI PLAT S' ELN<xb a� Lr►rL = KITCHEN
u V VAtJLTND ;EIL.N <ab al
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p 5 1 4 11 (A) I � I (B) ENTRY
4 „ 1' 4 tt
GBL 1 X 12 0 2 PiNH BEAM 54'.P604, M kA3.9/11.2'!' HANGER
WITH ONE LAYER V2' PLY SECURED TO 'WALL U6N* 3!1'X8'
WOOD IN CENTER 4 X P.T. POST ANC} COLT AT ALL REAM TO
MOCK LOCAVON6. 6MT TO dL
131 4 11 101 8 �1 � 0 11 3 5/6' FROM EDGE OF MLOCK MTN
M{NiMUM 3000 PSI POURED CELL
AF
30' O ,1
✓ _- _ -- _
FLOOR PLAN 1/4 = 1 1011
AL EXTERIOR WALLS ACT AS SHEAR WALLS
pl.AtdS �F'J1E'J`�EU
AP .,,
PROVED '
OA1 E cP? ARKAY
B U1i ^INC; 0 6TRUC�
\VOR CSH�-001VL AQ�LDL�C
P>REV AILWC'� � C CODE X
co (ZTDE I AT10N� LS O�L11? I� c
Y OF�pHYR}fl].
INC.
/
RICHARD L. KIDI gY P.
FLORIDA LICENSE , ER )1246
I HER15Y CERTIFY THAT THERE PLANS AND 4PECIFJCAT10N9
WA6 PREPARED HY ME OR UNDER MY DIRECT 6LPERVI610H
AIQ5 IN COMPLIANCE WITH T'HM FLOT3OA WILCM CODE 2001
FOR 110 MPH ( 3 SECOND GUST ) WIND ZONE - 90 MPN FA6TE6T
WEEP
13
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UNIT 0 1
LIVING 816.0
ENTRY 42.6
TOTAL 858.6
UNIT 0 2
LIVING 800.0
ENTRY
20.0
TOTAL 620.0
TOTAL 1616.6
pG
1 OF
4
ARKAY * 7531
LINT4 �OAV CHART f 16" DEEP BKGTION
CLM4R $PAN
CONCRBTS U UNTEL
"POWER " 6TEE.
"POD' BtEEI.
BOX LINTEL
1' . 60
4"1 PLF ( UNFILLEP )
1010 Po L -2
9965 PLF
3435 MP ( UNFILLED )
6626 PLC L - 2
6$30 PLR
1111 PLR ( UNF11-LED)
5296 Kill L -2
5349 PLR
3'. 2
2332 PLR ( UNFILLED )
4308 PLF L -2
4413 PLF
4' - O'
1630 PLP ( UNFILLW )
35" PLP L-2
3699 PLP
4' - &'
1624 PLF ( UNFILLED )
3134 PLR L -2
3289 PLR
5' - 2i
21139 PL.P -
1146 PLP L -2 »
2884 PLF »
2'
27'11 PLP »
2298 PLP L -2 »
2400 PLR «
Y - OF
1981 PLO
2625 PLP L -2 «
2114 PLF »
8' - on
1123 PLO +1
1168 PLO L -2 »
2213 PLP «
9' .2i
1459 PLF »
190 PLR L -2 »
1984 PLF «
10' - O"
1334 PV
1414 PLR L -2 »
1819 PLF »
10' . 9"
1211 PLF � —
1325 PLP L - 2 »
1110 PLR «
11' - 2'
1200 PLi" «
1230 PLP L -2 »
1629 PLF «
i109 Kill »
1118 PLR L -2 »
1515 PLF »
12' - e"
1044 PLP d
1116 PLP L -2 »
1436 PLF «
I3' 4'
1398 PLF » P
1351 PLF L - 2 » 6L - 1
1304 PLF «
14' - O"
1321 I" P
1321 PLP L -2 r 6L - I
1299 PLP «
16' - O
110 PLF » P
1048 PLF L -2 » 6L - 1
1131 PLP »
0"
1016
828 PLF L- 2 -1
%0PLP«
18' - 9'
911 PLO « P
IV PLI" L -2 » 6L - 1
993 PLF »
20
816 PLR » P
629 PLP L -2 « 6L - 1
184 PLF «
22' - 9'
199 PLP »' P
523 PLP L-2 » 6L - 1
606 PLF «
» - DENOTES "5 IkFOAR X CONT. PLACED IN BOTTOM COUR69 AND
16' OEEP BEAM POURED SOLID t Arw 2300 P61 CONCRaTe
P - DR40TE8 PRE 6TRE66ED U LINTEL WITH 0 5 REBAR X CONT,
PL.ACW W BOTTOM COUR613 4 16' DEEP BEAM POURED SOLID
tUITH 2300 P61 C0 11TI3
8" X 8" X 16" KNOCK OUT BLOCK
TOP COARSE WItH I MS HORIZ
" REOAR TIED TO ALL VERTICAL RODE
1
lv
L BOX STEEL LINTELS OVER ALL WINDOW
AND DOOR OPENINGS, NO 0 5 1QE0AR
R%UIRED ON BLAME UP TO 24'0"
WITH NO MORE THAN &C6L88 PLF
OP TIONAL F.0WOR 15OX LI DETAIL
$" X $' X 16" KNOCK C T OLOGK
tOP COAR81+ W►tH 1 ,0 5 HORIZONTAL
1
RIlf3AR TIED TO ALL VERTICAL ROD8
8" X 6" X 16" KNOCK OUT BLOCK
' OVER FLOWER 6TM LINTELS, WITH
i EACH 0 3 REIBAR IN T1416 COARSE
WHEN SPAN OF LINTEL 16 OVER 14"
OJOTIONtAt POWIFA $T 5L 1 PETAIL
6" X 8" X 16" KNOCK OUT BLOCK
f0P COARSE# WITH 1 #5 HORIZONTAL
All REAR TIED TO ALL VER RODE
8" PRECAST LINTIEL DLOCK
OVER ALL OPENING$, I EACH
#5 REBAR IN THI$ COARSEN WHEN
$PAN OF LINTEL OVER 3'2"
? �'IQi I.. T ►N '? it t C ST DETAIL
NC[k ?116 LINTEL +3 REBAR
WO LAPS M{Nk}- H
" 10' WI 2 TIE$
(OOtEr3. •9 REOAR
REBAR LAP 00AIL.$
C t TryE GARI[[31 IN$t114Ah1G �. tF+ �
± F>xTID 1� _ 1. 496 W
i 1 l pTTQ X FEES) ICt 041 1,kA D4 Ft2Oi
s T IE WR.Ia fAlt 'Ai1 Wf 0 FR4Yloo. , 1�k CONA T14N
D,RA � 60 Sy r 4 TH9 y96k,4A W LL Not Ibs LV&U re13 co o+"
R !IRS Tt�tbT I
1/2" CDX OR 1/16" 089 ROOF SHEATHING
NAILED 6" OC ON ALL EDGES AND IN THE
FIELD WITH 80 NAILS, USE STEEL PLYCLIPS
AND 0 15 FELT WITH SHINGLES, RIDGE VENT
AS REQUIRED
USE (1) SIMPSON HETA20 TRU66 STRAP
POURED IN LINTEL AT ALL TRUSS BEARING
LOCATIONS EXCEPT AS NOTED ON TRU66
PLAN. FILL ALL NAILS HOLES WITH 100 X
1 1/2" NAILS
2X4 OR 2X6 WOOD " WITH
ALUMINUM SOFFIT AND FAC81A
TRIM
SEE LINTEL CHART
ALUMN B.H. WINDOWS
ENGINEERED ROOF
TRU88E8 24" OC
MIN R -22 INSULATION
iN ALL ATTIC AREAS
1/2' CEILING TYPE GYPSUM BOARD
61NGLE BOND BEAM 1 14TH lU 0 5
REBAR CONTINUOU8 TIED TO ALL
VERTICAL R008
3/4' P.T. FURING WITH 3/4" TUFF R
+ NBULATION BOARD AND V2' GYPSUM
MASONRY SILLS
8 BLOCK WALL 8'0" IN HEIGHT L
DECORATIVE CEMENTITOUB FIN18N
16 X 12" FOOTINGS WITH
(2) 0 5 REBAR ON CHAIRS
GROUND WIRE; TO
FOOTING REBAR
TYPICAL 4" CONCRETE BLAB (LATH WIRE MESH
OR FIBER ME8H AND 6 MILL V18QUEEN OVER
CLEAN COMPACT TERMITE TREATED SOIL
n3 VERTICAL RODE FROM
f FOOTINGS TO BOND BEAM
12 1, 4 ■
WITH 24" LAP MINIMUM
BOTTOM OF FOUNDATION
MINIMUM 1 2" BELOW GRADE
a 0 OL.00K WALL. DETAIL. NOT TO SCALE
SEE FLC
PLAN
PORCH BLAB
-------------- y___
A � A
POST / #SEAM DETAIL
PRE -ENG. TRUSSES
SIMPSON H10
W /8-8d TO TRUSS
4 TO BEAM
- SIMPSON AC.4 MAX POST TO BEAM
ANCHOR 8- 16D NAILS TO POST AND
12 -160 NAILS TO BEAM
4' X 4" P.T. WOOD POST
SIMPSON ABU44 W/ IZ - 16d COMMONS
TO POST - (1) 5/8" X 6" ANCHOR BOLT
MUST HAVE 2" MIN CONCRETE EDGE ON
ALL SIDE OF POST ANCHOR
12" X 24" X 24" PAD WITH
3 EACH 65 REBAR EACH
DIRECTION. CENTER PAD
ON POST
8" SLOCiG WALL
4" CONCRETE BLAB -
N!IN. 2500 P81
OVER TREATED '5 VERTICAL REBAR
COi 1PACTED FILL
N
2 - REBAR 0 0
ON CHAIRS
1 -ii
FIRM WALL MONO. INT BEARING FOOTING DETAIL
30' O" - --- ---- ---
FOUNDATION 4 FL.UMBI NG PLAN 1/4" = 1
ALL FIXTURE LOCATIONS MUST BE VERIFIED FROM FLOOR PLAN
AND 8 THE RE$PONVE;33ILITY OF PLUMBING CONTRACTOR TO PLACE
FIXTURE$ N CORRECT LOCATION. PLUMBING DRAIN LINES ARE NOT A
STRUCTURAL PART OF DRAWINGS AND MAY VARY IN F ;ELD U1iTPMT
APPROVAL FROM ENGINEER OF RECORD,
ARKAY ENGINEERING INC.
6TRUGP 'G1I+tEf2li
RICHARD L KICp%Y P)ZA31n&
FLORIDA L)CEN89 NUM
I HERBY CERTIFY THAT THE61t PLAN$ AND WECIFICAT10N5
WA8 PREPARED BY ME OR LEER MY DIREt t SWERVINON
ARE IN COMPLIANCE WITH T149 FLORIDA BUILDING CODS 2001
FOR 110 MPH ( 3 6ECOND GU6? ) WIND ZONES - 90 MPH RAOT96T
6PE W
N
Z
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UNIT • 1
LIVING 816.0
ENTRY 42.6
TOTAL 858.6
UNIT 0 2
LIVING 800.0
ENTRY 20.0
TOTAL 820.0
TOTAL 1618.6
O
ARKAY 703 (
r /
14
4
Yap
AAW
EI.£G`RiCAl. �
PANEL 4 4e i
® O AA ,
y
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P406
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1
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1 T -1
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1 ,
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1 / -
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I 1
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1
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+
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+
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1
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1 � 1
1 1
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1
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1
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1
/ All %2 X 8" ANCHOR BOLTS
1/2" GYPSUM WALL BOARD 2 X 4 NAILER ATTACHED TO BOTTOM AT 24" OC,
CORD OF GABLE TRU68 AND COMMON
TRU88 WITH 2 EACH 1 2D COMMON NAILS
AT EACH UPRIGHT MEMBER OF GABLE
TYPICAL ELECTRICAL RISER DIAGsRAM
3 - 210 TWNN CU FEEDERS
2' GALV RISER
200 AMP SINGLE PHASE
METER SOCKET — \ BREAKER PANEL
WItW MAIN
lJ
4l�
N
4
e .
Z z
0
I
I
1
+
1 1
` , I
ELECTR FLAG 1/4" 111p
THE OLECTRCAL DRAWINGS ARE NOT A
1 6TOPq, *A4 PART OF ORAWI 46 AND MAY
VARY IN F10,0 W HOU1 APPROYAL FROM
ENGINkER OF RECORLI
. � I � f toOl�?ISt O WS QI4NQ� CAiFA NQ L
A_At�ll.+tY _� AND i�ipF�GRIE
R 7� D D J
111 t1 Wda
4+j ,c� t TV, `tIAZ AR#Et AR Q o V ¢t# RF,Q�tta�i FROM h+
jt
plCT TH Ir} - FAIT}1
T ATT>t.TQpvKS �R FRIG CONbtRUClTOfit
G Rt F?4 HS DE610 tK?T Di LIAWA FOR W6? OF ,
�TRUCtION -
AMP
11 4 CU DRIVEN GROUND I
RODS 2 EACH WO' APART
?' GALV NIPPLE
2®
CONCRETE ENCAS 'LIFER'
E! ECTRODI F ED PER
ART 250-60 139 E.C. MUST
8E INSPECT TO CONCRETE
PLACEMENT
IN ACCORDANCM UTH CHAPTER 471.003 (2) (U OF THE FLORIDA ADMINATRATIVM CODE. ELECTRICAL
PL"iNG AND MECHANICAL 6y6tEM6 St 1ALL DB VEOKGNED DY THM REBPECTIVH CONTRACTOR TO
MJMT ALL APPLICAM CODED. THM E].ECTRI Z PLUM15 NO ANO MECHANICAL 6Y6TEM16 DRAWN HERON
ARM DASM UPON A DEVON PROVIDED DY THE OWNER TO ADOPE66 HI"ER ROZiREMENfb.
ALL ELECTRICAL OUTLHTB IN DAtWOOMB, KITCHEN" (i )ITHIN O' FEET OR 81NK8), GARAGE AND AT
EXTERIOR LOCATIONS WALL DM WIRED INtO A GROUND FAULT INTFR"TER "GR' C RCUT
ALL ELECTRICAL OUTLETS IN DEDROOMA t FIXTUREO SHALL DE WIRED INTO AN ARC-FAULT INTERRUPTER
'AFL' CIRCUIT
6MOKt DETECTORS BEAU. DM PLACE IN EACH 15WROOM AND IN HALT. WAY A W-A4'1 ADJACENT
TO DEDROOM AND OTHER LIVNG AAEA6
GROUND WIRM FORM REDA14 TO ELECTRICAL PANEL PER N.E.C.
MD 6PACING
L- BRACING
ELWTIRICAL LEGEND
(2) 2 X 4
L BRACING
(2) 2 X 4
L BRACING
(2) 2 X 6
L BRACING
16"
110 v
(�
8'O"- 1 2'0"
220 V
24
0'-0" TO 4'0"
GROUND FA:ILT
TO" TO 10'0"
'0'0" TO 14'O"
RECEPTACL N
�
`-� SIITC 4
��
A F.1.
110 v
ARC FAULT
RECEPtACLE
110 V
wP
110 V
CEliNG FAN
IL'ATERPROOF
OUTLET
1 LIGHT
CAN 159 CELNG
CEILING FAN W/ LIGHT
OR WALL (TYP)
W'IOKM
O
CAN/ 15ALL PX11.RM
DETECTOR
L - -z
ELECTRICAL PANEL
®
ltov so cFM's
DATN FAN
4
o
tL'ALl e30ONCtf
DATE FAN
LIGHT C 0VI50
TELfi111810N
FLUORESCENT
FDtTURE
EXTERIOR DBL FLOOD
PHONE
IN ACCORDANCM UTH CHAPTER 471.003 (2) (U OF THE FLORIDA ADMINATRATIVM CODE. ELECTRICAL
PL"iNG AND MECHANICAL 6y6tEM6 St 1ALL DB VEOKGNED DY THM REBPECTIVH CONTRACTOR TO
MJMT ALL APPLICAM CODED. THM E].ECTRI Z PLUM15 NO ANO MECHANICAL 6Y6TEM16 DRAWN HERON
ARM DASM UPON A DEVON PROVIDED DY THE OWNER TO ADOPE66 HI"ER ROZiREMENfb.
ALL ELECTRICAL OUTLHTB IN DAtWOOMB, KITCHEN" (i )ITHIN O' FEET OR 81NK8), GARAGE AND AT
EXTERIOR LOCATIONS WALL DM WIRED INtO A GROUND FAULT INTFR"TER "GR' C RCUT
ALL ELECTRICAL OUTLETS IN DEDROOMA t FIXTUREO SHALL DE WIRED INTO AN ARC-FAULT INTERRUPTER
'AFL' CIRCUIT
6MOKt DETECTORS BEAU. DM PLACE IN EACH 15WROOM AND IN HALT. WAY A W-A4'1 ADJACENT
TO DEDROOM AND OTHER LIVNG AAEA6
GROUND WIRM FORM REDA14 TO ELECTRICAL PANEL PER N.E.C.
MD 6PACING
L- BRACING
NO
L- BRACING
(2) 2 X 4
L BRACING
(2) 2 X 4
L BRACING
(2) 2 X 6
L BRACING
16"
0'-0" TO 4'5"
4' -5' TO 6'0"
8'O"- 1 2'0"
1 2'0" TO '6'0"
24
0'-0" TO 4'0"
4'0" TO TO"
TO" TO 10'0"
'0'0" TO 14'O"
NOTE:
BACKNAIL W/ (2) '60 NA
MAX. 24" OVERHANG
NOTE: NO L HRAC.NG REG>J,RI_D V3-E4
PEAK OF rxAf3LE 4 4'0" OR LE-S3
L" BRACING TO EXTEND AT LEAST W %
OF 1JEB L_-NGTH ( SEE TABLE ABOVE ) —101
STEP DO WN GABLE TRU88 IUITH ONE LAYER
dQ ?/2" CDX ShEATH,NG OR 03B NAILED
�\ 4" CC 'WITH 8D COMMON NAILS
ATTACH 13OTTOi 1 CORD OF rsADLE TR1.33
1k TO 2 X 6 PLATE WIT64 !60 NAILS ," OC
2 X 4 WEB BLOC <6 NAILED IN BETWEEN
WEB8 WITH (2) '60 NAILS EACH END WITH
(6) '60 NAILS AT EACH END NAIL TO 2X4
2 X 4 ANGLE BRACING AT 46" Or— ALONG
GABLE END NAIL END8 TO 2 X 4 BLOCKING
WEB BLOCKING WITH (2) '6D TOE NAILS
GABLE END BRACING DETAIL
2X4 OUTR!GGERO AT 24" CC NO DROP GABLE NEEDED
CONNECT OUTRIGGERS TO WHEN OVERHANG :8 12" CR
GABLE WITH SIMPSON H2.5 LESS
MECHANICAL FLAN 3/16" = 1
I"ECHANICAL CONTRACTCR TO PROY" A RIETL:RN A;R V&-'�+'� -AL C19STR V-TOR ?O vERFY ALL Mr-T
GRILL FCR ALL ROO - 1S THAT HAVE A UNSALANCED AR AND uMT SIZL THE rECHAWCAL DRAW 4 S ARE
FLOW PER F.M.C. 601.4 CR L.NI ER CUT DOCRS NOT A OTR e- 1.RAL PART CF DRAWWS& APO MAY
VARY Y F,aD WITHOUT APP*QVAL FROM E 45NEER
Of RECCRD
30 O"
ROOF TRUSS PLAN 1/4 = 1
ARKAY INevilo.1110INC.
SrRUCr �G+N�G
RICHARD L" K100 1
FL40ROA LCENSII NUMSOR 97296
I HERBY CERTIFY THAT TWE611 OLM$ AND, 6PVC►FCAT10N6
WAS PREPARED OY ME OR UNOER MY G1REV SUPERVISION
ARN IN COMPLIANCE WIN T145 FLORIDA OUiLDING COON 2001
FOR 110 MPH ( 3 81 =COND GUST ) WIND ZONE -'W MPH FASTEST
SPEW
�■'rtll
I
H
za
z a�fi
d
3 Z;,
Q
V
dl
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`= UI
4
Q
Q
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a �
v
:z
O
V
O � V
N
UNIT 0 1
LIVING: 816.0
ENTRY 42.6
TOTAL 858.6
UNIT 0 2
LIVING 800.0
ENTRY 20.0
TOTAL 820.0
TOTAL. 1618.6
OF 4
ARKAY s 7631
.•
WENERAL NOTeSs
TH IQ' Es�xD{N3 HA6 acm D'904ND TO COtOOREN TO THE FLORIDA BWL.DNO CODES VOL
A m lr__p4NEERJK4, INC, A REGI$T*PfD LICE NNE 0, FLORIDA PROFE661ONAL 6TI9IJCTURAL
ENGIN I'NA' COMPANY- HAO APFIL46 `RATIONAL, ANALY616' FQR THE 6tRUCTURAL DESIGN
OF li-!o 6TfwTIJRE
tHEE 04W NO l NGU,D, ALL COMPONENTS AND CLADDINGS 614ALL Oil QE6I0NED FOR TH$
FOLLOWING dWEAIMPO&E0 LOAAB
R.oORB,
E-IVO LOA06 - 40 P.S.P.
0ZA0 LOADO
GARAGE OLAi%
LIVE LOA" - 50 P.B.P.
DEAD LOADS - 10 P.S.P.
ROOF,
UvO LOADS (TRU$$ TOP CORO) - 20 P.B.F.
DEAD LOADS (TA06 TOP CORD) - 10 P.B.P. 16 P.6.0. 04EN TILE ROOF NSTALLED
WYE LOAD (TRW$ BOTTOM CORD) - io P.S.F.
yam, A".13 - 1 D TRIM 6E2P W! dHT ( DEAD LOAD) - 1 P.B.F.
OUILONG IS DEBKsNED TO CONFORM TO ASCII 1 CHAPTER 6, PER FLORIDA BUILDING
CODES 2001 SE;cmm 1606.1.1
WIND C96IGN A68UMPT!ON6,
%I LDNG EXPo6wo • Is
OUILOING IMPORTANCE FACTOR - 1.0 ( CATEGORY 11 )
MEAN ROOF HEIGHT 30' OR LE88
HEIGHT t E?<PO"O ADJUST11ENT6 COEFFICIENT . LO
ENCLOOE O E°15tJIL0240
INTERNAL PREE46URO COEFFICIENT .. (• 0.16
$EN WIND 6PEW JWRI-Att0N 6TAtW ON PLANS
TYPE 3 CON6TRwtION
801L BEARING 4 COMPACTION:
THOO rL.AN6 WERII DRAWN bA6 ED UPON AN ALLOWABLE BOIL.. BEARING CAPACITY OF
2o0o P.6.P,( MiNIMUA1 ) THO CONTRACTOR/PROPERTY OWNER 16 RE61FION6101.5 FOR VERIFYING
THAt *0 801L ON THE! BIT$ 10 PROPERLY PREPARED AND COMPACTED &UCH t"T IT CAN
SUPPORT A WOO P.S.P. FOUNDATION LOADING
ARKAY END( (NEE" INCII A RE 016TERED LICENSED FLORIDA PROFE8610NAL STRUCTURAL
E1JG .COMpAI�Y, P 6J4NED TH46E FOUNDATION6 WITHOUT V16IT THE CONSTRUCTION
61T6 NOR PERFORMINd ANY WL TESTING
ARKAY, ff1*NSFANO INC SHALL NOT E113 RE6PON61BL.O FOR THE 61tE BOIL ABILITY TO SUPPORT
TPO E6A_W LOAD$
F=OUNDATION 4 OLAD - ON- GRADE NOTES :
BUI1,01171C# 61tO 6HAL4. 1313 6GRAPED TO REMOVE ALL OR<3ANIC MATERIALOi.
ANY ACOtTiONAL FILL. PLAC90 ON TWO BUILDING PAD AREA, 614ALL Oil COMPACTED
OUCH THAT It CAN ADWOTE,Y 6W"T A 2000 P.O.P. FOUNDATION LOADING. BLAI!
$MALL ail PLACE OVER A6 MIL VAPOR BARRIER ON CLEAN ADEQUATELY COMPACTED
AND TERMITO 06l60NED SOL
CONCi24ETE3 UTVZIEP IN THO FOUNDATION AND &LABS 64AL4. HAVO A MINIMUM 28 DAY
COMPRtolve 6TR"TH OF 2500 P.6:P.
REJNFOIkGNG STEEL OFALL 6EE GRADE 49 MINIMUM AND IDENTIFIED IN ACCORDANCE
Winn Ar6itl A $y. LAP 6PLXKO, WHFREE REEE42UIRE P $HALL BE A MINIMUM OF 26" FOR
.4 RE3'JAR . 30' FOR 4 REbA R 1 301 FOR h REDAR
PLANS ARS 04GINEE9E2 FQR A MAXIt AJH STOVALL HEIGHT OF 4 COUR$E$ ( AFTER
FINAL 61Tj 41RAPIN4) 444 CONTRACTOR OR OURDM4 OWNER, 6HALL VOTERMN6 THE
O(ACT bt>rMWALL HEIGHT 0A6E1 UPON 6ITE3 CONDIT10NO PRIOR TO POURNd THIj FOUNDATION
AND CONTACT ARKAY 15"NEERING WHEN MORE THAN 4 COLR65 ARE REQUIRED
A FOUNDATVN "VISY WALL 00 PERFORMED AND A COPY Gp' THE BUR VIFY BINDLE DO ON 617E
FOR TH# ouiwiNo IN6PE =CT086 U69, OR ALL PROPERTY MARKER6 6HALL 1511 EXPoBED AND A
6 TRN4,6tRECTED FRO" MARKER t0 MARKER TO VE I*AY 0E,;2URW 6 0 BACKS
MASONRY WALLOt
CONGRELTO MA$QNRY SNIT WALL all HOLLOW UNIT MA60NAY IN ACCORDANCE WITH A6TM C -90
AND 614A4 HAVE MINIMI iH P'" OF IWO
MORTA14 6HAL.L CONFORM TO A6TMC -210 AND $HALL BE EITHER TYPE M OR 6
REINFOEAC11* OTL:EL WAS. BE GRADES 40 MINIMUM AND IDENTIF IN ACCoROANCII
WITH A&*%413. LAP BPL.ICEB m4ijkm R QUIRED 6HALL BO A MNIMUM OF 23 FOR 0 5 RE OAR
30' FOB{ s6 ROMA AND IV FCNft 4 1 REAAR.
GROUT I TI-M POURED CKLA ANE? WNT46 6NALL HAVE A MAXIMUM COUR65 AGGREGATE 61ZN
OF 316" Pt,ACE0 AT 8 TO 11 INCA 6W AND HAVO A MINIMUM 2$ DAY COMPRC66PA STRENGTH OF
2000 IP.a.L ( 04E74 TEV90 PER AOT" *1019 )
PROVOO CLgM OVT OP0040 ( 12 $a IN. ) IN CELLS CONTAINING SPLICED REINFORCEMENT, WHEN
TH11111 GROU ' POUR, EDCGEFbg 9 FEAT IN HEIGHT
RQQ�11�C� t Fl,.�48NINGI,B:
ROOFfN* 6Y6" AND R A$HIN4 A& 6TATEP W PLANE! MIST CONFORM TO CHAPTER 0 OF THE FLORIDA
B ltt a CODE FOOL "_A64 40 6PteC $ECTTON 601.11 CONTRACTO OR OWNER MU6T PROVIDE WITH
PLAN$ ,6P�ClOd "0001 NFORMATION 010AILNG MSTALLAVON OP PRODUCT TO MOT WIND DE61GN6
or THIS 6V OF DRAMNGO.
TIMBER MATERIALS:
ALL T"ERS MATERIALS $MALL B$ AS FOLLOWS
LVL. B OKALJ. , Oil O.W MCALlJ6TE R LVL MATERIALS MAMuFAOTURED BY TRUES J016T
MAGMI ( 09 p
EW-ti g UTfLI IN QTTOM PLATP, 'FOP PLATES P061, $TUDO PACKS AND BEAMS
6EIAL D5El YIrLLOW ONE (OR t°JEETTEW
R?tT€RIOR AV iNtgRIOR LOAD BEARINO 6TUD$, ORAL-L. E'E 0 2 6PRUGEE (OR BHTTERJI
ALL oTHilR OtL06 614ALL. 0a l aruo *RADII" 6PRUCII 6P.d4.p 16' OC. ALL SPLICES AT
TOP PLATES MUST ESE# MIN01lS4 4'O' AND NAILED 4' OC WITH i�> COMMON NAILS
P61, P06T 6RAL1. 05 0,89) PARALE-AM PSL MAT &RIA11.$ MANJPACTVRFS BY TRU88JO16T
MAGMV -AN (OR 9QUAL). 60 P06T 6 TABLE FOR LOAD VALUES.
E XTER1014 WAL-L6 614AM E60 C"6tRWTED WItH 1/2' PLYWO00 OR Vt6" 0.0,8. ( 2-M-W RATING) NAILED
WITH 9f? NA!! -6 6PAC4 Al 3' Od AEON ALL HomzoNTAL JONY6 AND mom b' oc ALONG ALL VERTICAL
JONT6 AND EDGE 6 AND 12 OC ALONG ALL INTIERMWtATO 6TU06
AT OP. E;NN06 '!'O' WI01�014 LARGER STRAP HEADER BEAM TO TI# HEADER STUDS WITH (2) W6P OR 61MP60N
L@TA24 STRAP TIE 6 AT SAC SEND OF Hoorn IlEAM. ANCHOR Bottom OF HEADER 6TUDS TO FOOVATION
WITH LISP OR 61mod;6m WTT16 ToNwON TIE,
INTERIOR $TED WAU6 TO BE OF 2 X 4 WI UCO OR t$S7Tp' q WITH SINGLE 2 X 4 P.T.
PINES EOQTTO" PLATE " ONGLO 2 X 4 y 6PRUGE3 Y0P PLATE WITH 6tUD0 6PACED
MAXMt�M Ze OO, tVAL-LO TO HAYN V2' 4YP6UM BOARD EACH 610% tUITM WALLS AT
4AMA44 TO WA MINIMUM R - II INSULATION
AN(;3- WOOD $HFAAR WALLS WsMEENT6 TO F ATION WITH 6IMIP6ON LTT20D TENSION TIE AT EACH
END OF WALL 6E GItiENTO AND AT ANY WALL OEEdMENT INTER6ECTION ( BUILDING CORNERS)
ALL P1,UMBIN06 ELCTRCCAL• AND E"IECNANICAL. ROUGH NO MUST BO COb1PL61tE*, INSPECTED AND APPROVED
PA"JO R9=i!6TN3 THE FRAMING INWIECTION.
u ELI ED ED, M(YALENT CONNECTOR6 MADE BY ANOTHER SUPPLIER MAY BB USED IN PLACE OF THE
614 61HP6014 6044ECTO06 04OWN
Tl1O Cul ut OTAt�6 r
MAl
r THO fSEp4wq cAR4R!F_4 NO L!ABIL.ITY lN%4 ANG9 ANO,iHER»QRs
I>Gf?FF� >TG� �1QtMAE�r'I�„Ed�`IDE;L"Qlil+Y, ,gip o�� DF.$IC-NER FROM aE,.E cf -A►MD. L006E6 ANp
t FIND R�A�czNA�Et dTrs�R1�r �e� AE^�I$lNQ our o R OR r�01,ILtcN¢ F+�IOr+ THE
,� , rt� �1' �Eli !N FA(tT� ATTE:�IP;r fa t=I�QvIDet ERRS fl4E8 CO1refR±JCTION
q , ` elui} ai TFfR t q�E�QC.eur� TH$ p�alts� wA-L r�1or errs �.Ia,�Lt FoI� c06r oF�
REPAI1 6 OE E7B�AY TO CON6tE UGTIQN
801L TERMITE TREATMENT:
INITIAL. 8011. POI6ONIN0 TREATMENT SMALL BE DONE AFTER ALL EXCAVATION
BACKFILLNO A COMPA0tIN0 ARE COMPLETE (PER FW 1816.1.0
ANY 801L 0 AFTER THE INITIAL TREATMENT WALL BO REE TREATED
l INCLUDING ANY E60XED OR FORMED AREAS) (PER FBC 18161_2.)
BOXED AREAS N THE CONCRETE $LAI3 FOR NBTALLATION OF TRAPS 6HALL 60 MADE
WITH PERMAMENT msTA1. on pLA8T1G FORMS. PERMAMENT FORMS MUBr 1511 OF AN ADEQUATE[
617.11 8 DEPTH TO ELIMINATE ANY 016TURI ANGE OF THE BOIL AFTER THE INITIAL TREATMENT
(PER FOC 18
A MINIMUM 6 MILL VAPOR BARRIER MUST BE NSTALLED TO PROTECT AGAINST RAINFALL
DILUTION 0 RAINFALL OCCUR6 BEFORE VAPOR BARRIER PLACEMENT, RE TREATMENT BNALL
BE REQUIRED (PER FE5C 1816.1.4)
ALL BUILDNG6 ARE REQUIRED TO MAYS A PRE CONSTRUCTION TERMITE[ TREATMENT
(PER FBC1616.0)
AFTER ALL WORK 16 COMPLETE ANY LO088 WOOD AND FILL MUST BEE REMOVED FROM
BELOW AND WITH IN 12' OF THO BUILDING, THIS SHALL INCLUDE ALL GRADE STAKES TUB
TRAP BOXES, FORMS, SHORING AND ANY OTHER CEiLUL061a CONTAINING MATERIALS
(PER FBC 2303.1.3)
NO WOOD VEGEETATION, STUMPS, CARDBOARD, TRA614, ETC, SMALL BEE BURL WITHIN WO'
OF ANY BUILDING OR PROPOSED BUILDING (PER FOC 23031.4)
ANY CONCRETE OVER POUR MORTAR OR STUCCO MATERIAL$ ALONG THEE FOUNDATION PERIMETER
MUST BEE REMOVED PRIOR TO EXTERIOR $OIL TREATMENT (PER FBC 1816.L6)
EX 601L TREATMENT MUST BEE APPLIED UNDER ALL EXTERIOR CONCRETE OR GRADE
WITHIN 12' OF THE 6TRXrURE 810E WALLS (PER FBC 16160.6)
AN EXTERIOR VERTICAL CHEMICAL BARRIER SMALL BE INSTALLED AFTER CONSTRUCTION 16
COMPLETE ( NCLUDING LANDSCAPING AND IRRIdATiON) ANY BAIL 016TURBED AFTER THE
VERTICAL BARRIER 16 APPLIED, &HALL BE RETREATED (PER FBC 1816.1.6)
IRRIGATION / 6PRNKLER 6Y6 INCLUDING ALL R16ERS AND 6PRAY HEADS SHALL NOT BE
INBTA.LLED WITH re OF THE BUILDING 81DEuALL.B (PER FBC 1303,.4.4)
CONDENSATE AND ROOF DOWN SPOUTS 016CHARGE AT LEAST 12" AWAY FROM THE BUILDING
61DE WALLS (PER FBC 1-503.4.4)
THII 016TANC11 FROM THE EXTE=RIOR WALL COVERNG ( E XCEP11ON8, PAINT AND DECORATIVE
CE MENTITIOUS FIN16W LEE66 THAN 5 /6' THICK ADHERED DIRECTLY ONTO THE FOUNDATION WALL)
AND FINAL EARTH GRADE 614ALL NOT BE LE" THAN &' TO ALLOW FOR N6PECTION FOR FUTURE
TERMITE INFESTATIONS (PER FE3C 1403.1.6)
A ' CERTIFICATE OF COMPLIANCE" 6HALL BE 68 TO THE BUILDING DEPARTMENT BY A LICENSED
PEST CONTROL COMPANY BEFORE A ' CERTIFICATE OF OCCUPANCY WILL BE 166UED. THE CERTIFICATE
SMALL STATE, (PER FBC 1813.1.1)
' THE 15UILONG MA6 RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN
TERMITES. THE TREATMEaT 16 INACCOROANCE! WITH THE RULE6 AND LAWS OF THE FLORIDA DEPARTMENT
OF AGRICULTURE AND CON6UME7R6 SERVICES
A POW M04T SIGN THAT IDENTIFIES THE TERhMTR TREATMENT PROVIDER AND NEED FOR RE INSPECTION
AND TREATMENT CONTRACT RV41SWAL 6HALL BII PROVIDED. THE 6IGN SHALL ON P06TED NEAR THE WATER
HEATER OR ELECTRICAL PANEL (PER FBC 104.16)
TRU88E8:
IF TWO CONTRACTOR, TRUES MANUFACTURE OR ANY OTHER DE61GH PROFE661ONAL RMVI69 THE
TRU60 6Y6TE M LAYOUT FROM THOSE SHOWN ON THE6E PLANS ARKAY ENGINEERING, INC 16
RL°QUIRID TO REVIEW ALL FINAL CONSTRUCTION DOCUMENTS FOR COMPLIANCE WITH THE
DEBKsN INTENT PRIOR TO COMMENCEMENT OF THE PROJECT
EXTERIOR WINDOWS 4 DOORS:
ALL ED(TERIOR WINDOWS A Gl_A66 DOORS OR ENTRANCE DOOR 6HALL BE TESTED IN ACCORDANCE WITH
AN6VAHMA/NUWDA 101/162 STANDARD AND BEAR AN AMMA OR WDMA LABEL IDENTIFYING THE MANUFACTURE
PERFORMANCE CHARACTERISTICS AND APPROVED PRODUCT TESTING ENTITY
ALL MULLIONS AND ADJACENT DOOR/WINDOW A66EMBLIE6 6NALL BE TEST OR ENGINEERED TO TRANSFER
1.3 TIMES THE DE61GH LOADS TO THE ROUGH OPENING 6UB6TRA
INSTALL ALL WINDOWS AND DOOR ASSEMBLIES PER THE MANUFACTURE ANCHORING RECOMMENDATIONS
TO ACHI THE DESIGN PRESSURES 6PEGIFIE D
ELECTRICAL, PLUMBING, 4 MECINANICAL:
IN ACCORDANCE WITH CHAPTER 41L003 (2) (U OF THE FLORIDA ADMIN16tRATIVE CODE= ELECTRICAL
PLUM13NO AND MECHANICAL SYSTEMS $MALL 15111 DE6IGNED BY THE RESPECTIVE CONTRACTOR TO
MJMT ALL APPLICABLE CODES. THE ELECTRICAL.., PLUMBING AND MECHANICAL 6Y6TE?"16 DRAWN HERON
ARM BA$O UPON A DESIGN PROVIDED BY THE OWNER TO AVORE66 HIS/HER REOWIREMENTB,
ALL ELECTRICAL OUTLETS IN BATHROOM6, KITCHEN, (WITHIN 6' FEET OR &NK6), GARAGE AND AT
M(TE:R10R LOCATIONS SHALL BE WIRED INTO A GROUND FAULT INTERRUPTER "CFI' CIRCUIT
ALL ELECTRICAL OUTLETS IN BEDROOMS A FIXTURES 6HALL BS WIRED INTO AN ARC -FAULT INTERRUPTER
"AR" CIRCUIT
SMOKE DETECTORS $HALL 158 PLACE IN EACH BEDROOM AND
IN MALL WAY AREAS ADJACENT TO BEDROOM AND OTHER LIVING
AREAS
SAFETY GLAZING:
THE FOLLOWING SHALL BO 0ON61DERED 6PECIFIC HAZARDOUS LOCATION FOR THE PURPO69 OF
GLAZING
lU GLAZING IN 6WING DOOR6, FIXED AND $LIDiNG PANEL OF SLIDING DOORS
A88EMBLIE6
(2) GLAZING N DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLpOOL.B, SAUNAS, STEAM
ROOMS, BATHTUBS AND 6HOWER6. GLAZING IN ANY PORTION OF A BUILDING WALL
ENCLOSING THEM COMPARTMENTS WHERE THE! BOTTOM EDGE OF THE GLAZING 16 LE"
THAN 60 ABOVE THE DRAIN INLET
(3) GLAZING IN INDIVIDUAL FEED OR OPERABLE PANEL ADJACENT A DOOR WHERE
THE NEAREST VERTICAL EDGE 16 MTHN A 24' RADIUS OF THE DOOR IN A CLOSED
POSITION AND WHOSE BOTTOM EDGE 16 LESS THAN 60' ABOVE THE FINISH FLOOR OR
WALKING SURFACE
(4) GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANE. OTHER THAN THOSE LOCATIONS
DESCRIBED IN ITEMS (2) AND (3) ABOVE . THAT MEETS ALL OF THE FOLLOWING
(A) EXP06ED AREA OF AN INDIVIDUAL PANS GREATER THAN 9 60, FT.
(B) BOTTOM EDGE LE66 THAN 18' ABOVE THE FLOOR
(C) TOP EDGE GREATER THAN 36' ABOVE THE FLOOR
(D) ONO OR MORE WALKNG 6URFACE6 WITHIN 36' HORIZONTALLY
OF THE PLANE OF THE GLAZING
DRAFTSTOPPING=
IN 6NGLE FAMILY DWEL LING$, DRAF16TOPPING6 6HALL BE PROV IDED ( PARALL.E. TO THE MAIN
FRAMING MEMBERS) IN FLOOR / CEILING ASSEMBLIES SEPARATING U6EABLE 6PACE6. 0RAFT6TOPPING
6HALL BEE CONSTRUCTED SUCH THAT THE FLOOR / CEILING A88EMBLEY 16 BROKEN UP NTO TWO OR MORE
APPROXIMATED AREAS WITH NO AREA GREATER THAN 300 SOFT.
ATTIC ACCESS:
ATTIC 6PACE6 614ALL 03 PROVIDED WITH AN INTERIOR ACCESS OPE NNG NOT LE" THAN
22'X36'. ACCESS OPENING &GALL 05 ACCE6616LII AND PROVIDE WITH A LID OR DEVIL;':
THAT 16 EASILY REMOVED OR OPENED, WHEN MECHMICAL EQUIPMENT 16 INSTALLED IN
THE ATTIC, IT 6HALL BII N6TALE..EP IN ACCORDANCE WITH MECHANICAL CODE.
ACCESS 16 NOT REQUIRED WHEN THE CLEAR HEIGHT OF THE ATTIC 6PACS , MEASURED
At THE ROOF PEAK 16 LESS THAN 24'.
2 X , 3 CIJT TO FIT BE%EEN TRl,66E6
ANr P.0RED TO BLOCK WALL WITH
1/2" d" ANCHOR BOLTS 32" Or-
NAIL TRIJ66ES ALONG BOTTOM
CORD WITH I2D COMMON NAIL6
12„ OC
ROOF TRI.82ES
R- S ihS'JLAT!ON
(TYP) 1 /2' GYF6'.yM CEILING BOARD
3/4" P.T. F4,Ri`, 6TR,P AND I LAYER 510" TYFEE
x DRYWALL EACH 610E OF BLOCK 'PALL AND ON
ROOF TR. 6" ABOVE FROM FLOOR TO BOTTOM OF
ROOF &- +EATWiNG ABOVE
(2) 0 5 REBAR ON CHA.R6
(TYP) I /2" GYF6'jM CEILING BOARD
3/4" P.T. R.RiNG, 6TR,P AND I LAYER 5,3" TYPE
A DRYWALL EACH 6!DE OF BLOCK WALL AND ON
ROOF TR',$6 ABOVE FROM FLOOR TO 50TTO : OF
ROOF &- EATHING ABOVE
4 5 VERTICAL RODa A6
45 ILN ON FOUNDATION
PLAN
\ 11111 11 'TYP) 4" CONCRETE 6LAB
-- - - - - -- •- 41 --- -------------- -------------- --- - - - - -
-
1 1 --� -�
24"
I HOUR BLOCK FIRE WALL DETAIL
PLYWOOD NAIL PATTERN (ROOF =)
PLYWOOD NAILED AS SHOWN 18 DESIGNED TO
WITH STAND MAXIMUM WIND LOAD RATING OF
130 MPH
ATTACH MINIMUM 3/4" P.T. BUCK
STRIP THAT 18 THE MINIMUM WIDTH
OF DOOR FRAME USING .091X1 318"
T- NAILS MAXIMUM 10" CC,
L
CAULK DOOR FRAME PER YOUR /
MANUFACTURES RECOMMENDATIONS
ATTACH MINIMUM 3/4" P.T. BUCK STRIP
THAT 18 THE MINIMUM WIDTH OF YOUR
WINDOW FRAME USING .091 X 1 3/8"
T- NAILS MAXIMUM 10" Or,
CAULKED WINDOW PER YC
WINDOW MANUFACTURES 8
RECOMMENDATIONS TO M
LOAD AND COMPRESSION
FOR YOUR JOB LOCATION
SECURING WINDOW TO BUCK STRIPS PER
YOUR MANUFACTURES INSTRUCtION TO MEET
WIND LOAD AND COMPRESSION RATINGS FOR
YOUR JOB LOCATION. ALL ANCHOR SCREWS
MUST PENETRATE BLOCK WALL A MINIMUM OF
1 1/4" AND THERE SHALL BE A MAXIMUM 1/4"
SPACE BETWEEN BUCK AND WINDOW FRAME
5LOCK WINDOW ATTACHMENT DETAIL
511P60N � 1311 ,43.36 /11.23" HANGER
CR EQUAL FILL ALL NA'L ✓•+01_1:8 -
TO BEAM WITH 'OD X 1 !/2" TYPICAL
TRUSS NAILS
4/+ 0 ,4301 ANCHOR BOLT 5 5/6" FROM OF EDGE
OF BLOCK WALL WITH MIN, 6" Er- OeEDDED
IN 3000 P81 CONCRETE GROUT
N i I L I
FILLED CELL (TYP) I I
1
8" CMU W/ 3000 P81
GONG t LINTEL W/
1 0 5 MIN, LAP 3O" t BL 2 X 12 0 2 PINE BEAM WITH ONE
LAYER 1/2" CDX IN CENTER
E3M/WALL CONN
6TEEL PLYCLIPS
L
i
BLOCK DOOR ATTACHMENT DETAIL
SECURING PREHUNG TO BUCK STRIPS
PER YOUR MANUFACTURES INSTRUCTIONS
TO MEET WIND LOADS AND COMPRESSIONS
RATINGS FOR YOUR JOB LOCATION. ALL
ANCHOR SCREWS MUST PENETRATE BLOCK
WALL A MINIMUM OF 1 1/4" AND THERE SHALL
BE A MAXIMUM 1/4" SPACE BETIUEEN BUCK
AND DOOR JAMB
ARKAY ENGINEERING INC.
STRIJGr) E?JGINFF-R$
RICYARD L. W Iii EiY Fs
FLORIDA LICENSE :L'+BE n 3 30
I HERBY CERTIFY THAT THE69 PLANS AND 6i MFICAT10N0
WAS PREPARED BY ME OR Ua` +PER MY D!R;EGT 6UPERVISION
AR13 IN COMPLIANCE WIT14 THff FLORIDA MILDNO CODE 2001
FOR !10 MPM ( 3 SECOND GUST ) WIND ZONE - 90 MPM FA6TS6T
6PEED
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{1_4 ///�"���
N
UNIT N i
LIVING 816.0
ENTRY 42.6
TOTAL 858.6
UNIT #2
LIVING 800.0
ENTRY 20.0
TOTAL 820.0
TOTAL 1618.6
PG
404
ARKA 1_r 7.63
A
..