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TYPICt L WHLL SECTION �, `3.iA59 �b 15I +�► % 5 ; •
_ L ' _�
' 2BC8 ' ' 710
GRAPHIC LEGEND - 6 3 10 3 6•_LTIT �_ r I�
E _;y 2Cb CUC9 BP I
ti 2' x 4• . �• o.G. NTew+c WALL •o - � � � ..11�EADOWLARK.. r o
b z35� KIT/ I11% ;-• 4 - 0 •
- - t 4
W 2' X 4• IC' O.G. NT IQ WALL _ F W�! „ 1 Foster
• '1TH R-1 FBERiA`.5 BATT5 •{ �� 1 A�eI �
tL *- - L - - - - - -
_ I c .aATu6 D,
`_ -ft � LIVNa Ir773
.�� 'aAKA�iE - - 25E
- { ENTRY -I9
2'_XC' �oIC' O.G. t1T iOKWALL I _ 22X54 O 0. t
3r TOTAL. 1343
__ 1 { •y
I FAMILYI
- ALLWORK SHALL CON PLY �r' I -�= __-
I
WITH ALL PREVAILING CODES, 6' x 6' MA5ONKY WALL F `' ~~" `'
STANDARD BUILDING, PLUMBING, i w r-~ j r
C N.E . AND CITY
MECHANI AL., GARAGE
OF ZEPHYRHILLS ORDINANCES. MA50NKY 5FEARWALL wM t _ I
AT EACH END, HOOK® AND TED To � rAra` I ^' '
THE FOUNDATION AND THE TE BEAM _ __ - ----
SE�
t
GAKAIiE POOK MANUFA,TLS'*', V I/ �aTI'JN 5LKY5E5TkJN: FJ E
f, TALLA
STANLEY P.HOELLE
REVIEWEDELEr.TKIGAL N?TC-5 = J t IZEIJ�'ED wI�[J R�`I`JTANN.E �iFi ;
, ARCHITECT
f - ; 25 P5F. CaARA aE DOOK WPD t �� 1 4 3550 RODEO ACRE DRIVE i
(� L ALL W0AC SHALL BEN .TWT A.OMANGE WITH THE NATIONAL. -
SEP 6 20D1 *� fl(.ATkiN 15 TO BE N �+ I ORMOND BEACH,FL 32174
ELE(,T MAL ..ODE, ALL ArFLJGABLE LOCAL . AN�.I AND N
:.00MEKAT)ON WITH THE LrftXrY Gt WANE-5 f` WITH THESE G'RAWN'i5. f ; r
Z GOO�NATE ALL WORK WITH ALL TRADES. THIS
(904)872-22S1
I �r•� 3. ALL WF346 r.'i•'IALL BE COME r CR-2 511 t t f{ T OR
M RECItG MEETR THE
��• - = # _ �l ': idUgMUM REQ21&2EMENT3 OF
4. MOUNIT ALL OL.r<LEI5 AND KEGEPTAGALS rLUty@ AND FL.IJLti WIT I-I _ I � i f THE 1997 STANDARD BUILDING
WAU_ . p I --� CODE,INCLUDING APPROVED
5. KEGETA�AL5 SHALL BE W IN TEV I2• AFF. L 1 AX-, I t 8i*'t X 7�'t �J1•iL: If 1999 RE ' IONS AND SECTION
SHOWN JTl-B�Wf5E
N5TALL ELECTKIGAL GABLE, WE AND GONPEGTOK, A5 -
7. - :`.. ED F WNT REQUIRED NDIGATED, N AGGOKDANGE WITH THE MANJFA.11 E '°-
• QN .IOE SITE WKTTTEN N5TKUr.T #y THE APPUGA@LE KE B fMt OF '�-- -----------�. -_ . STANLEY P.MOELL .90 a DATggg
NE,, AND THE NATIONAL ELECTRICAL CONTXAGTOKri. , 1�, 1
AotAii0N '5TANDAKD OF MTALLATION', AND N 110 MPH_�'�"lrn111
ACCORDANCE WITH REGO NDU5TKY PKAGTk:E5 TO EN`MJKE I WIND ZONE
AND 5tiAt.L = 5' 4'
THAT PRODLJGT5 SEKti'E THE HYTENDED
- - - - 7. ALL WRE 9HAL.L BE GOP'r'M *I0 AND w12 e+E 4 _:-ALE► 4 — !ft
K(*. OK NM GABLE TYr'E B OR Ar'PKOVED E(AJAL.
B. GGOM44ATE EL.EGTMAL KEOL iVT5 Fx A/G wTTH A/G LS 2' c • 1' R' I-
;�J►�TTKA.T- K —= — — — — — _ —1I` s3f` - -
FLOOR PLAN
- l - - - - - - - - - - - - .a3.+' r3�ILc ,:3ii",�l_ h �j _ t ' ��a - 5t.;.ile.l.. �lk L.I`Y::Y1. iw�iL•�i�t'ta' a_ w;L . -�L-E li: i:y ►�i 4;ll -
I . J KDGE VEtYT
5t2
21
I
►� w � N
PAM IEI� BL0GK M
II
LEFT ELEVATION W �
I i
W M
________________________ H
II I
..MEADOWLARK"
PAMB) DL0GK Csmrt�t
!
Foster
J
CorwrATu.E S.
LNt�IG 1O73
GARAGE 256
ENTRY
RIGHT ELEVATION
TOTAL 1345
12
7/11 TEXTUZED
2' 0. R0UG±X 5DNG TO DE FA5TB�
5
1N/ #WGALV. R6' O.G. ' '
(TYPICAL) 2 0 `
1 (� LAP `�N6
• f
y. t2 ' , ( SEAL
• LAP ` STANLEY P HOELLE
ARCHITECT
• 3550 RODEO ACRE DRIVE
i 1 ORMOND BEACH,FL 32174
- j PAPff6� DL0GIC r - - - - - (saa)072-2261
Oit] T®I
I THIS DRAWING MEETS THE 1 MINIMUM RAD1R D BULL OF 1� f HE 1997 STANNDARD BUILDING
(
BACK ELEVATION CODE,INCLUDING APPROVED
{ 1999 REVISIONS AND SECTION
• - • I�-�1 p4,,8' KAI5® 5TUGG0 BAND G/
VP/5' 5TUGG0 BAND - _
- jUiL] LilJ__
��� r NLEY F*HOEL E,90 DAT
_110MPHE
WIND ZONE
x F.�n� L.J*- g TEXTURE 9TUGGt3IL H ( 5GALE A5 NOTEP
FRONT
ELEVATION
ELEVATION
jb,.irl L -I �l -1 ' -' 1-=1_�I 1.. .,.• I ,I I�� I :1 � �i-� Ia. FJ
- 44 8' a T3 3' 8' 38•
1 r
i
•II3 %I-EAKWALL5 AM 5hfAKVVALC. c
5EG ff5 TO HAVE E-45 KEDAR,
EACH HOOK® AND T2 AT E
THE FOUNDATION AND THE TE DEAR i''
{ � A
(TYPICAL) I cc
')LA D TO DE 25OOp"i CONCRETEOKGED
'- +M0/X W/ 6' 6 K) W.WM LArrEp IV ►
oVEK bkc wrOK i I i - O ' cv
DARKER THAT') DEEN ED AND LAD 74PED OVER I W V
GLEAN GONPAGTED FLL, TREAT® f-OK TEKMTE5 k A A55UtvED SQL CAPACITY- 2,06.0pef
44
} (TYPICAL) f i w
II { � q
ELEVATION • I i
p fI � w
I ti
CONCRETE NOTES: 1 i
FQ.t04TMgTOBEB'XI6'
1 ALL CONCRETE SHALL HAVE A MIMI'Dl COMPRESSIVE STRENGTH I 1 i
DF 2500 PSI AT 28 DAYS MP
2 ALL REINFORCING STEEL TD BE NEW DOMESTIC DEFORMED D
BILLET STEEL CONFORMING TD ASTM A-615 GRADE 40 EXCEPT t
THAT TIES MAY BE DOMESTIC STEEL CONFORMING TD ASTM I Cp
A-615 GRADE 40.
3. VELDED WIRE FABRIC SHALL CONFORM TD A-185 I
4. CONTRACTOR SHALL VERIFY LOCATIONS DF ALL OPENINGS ® --
SLEEVES ANCHOR BELTS INSERTS ETC AS REQUIRED BY
OTHER TRADES BEFORE CONCRETE IS PLACER tV SLEEVES i E f T� co y
OPENINGS PR INSERTS MAY BE PLACED IN BEAMS DR SLABS + ^i
U -ESS APPROVED BY THE ARCHITECT AND SHOVN ON SHOP i �►
5 ALL REINFORCING DETAILS TO CONFORM TD 7 JEL DF UNPEK 5L a ter,
STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE I
b Ui
STRUCTURES ACI 315, UNLESS DETAILED OTHERWISE ON ..-.. �
STRUCTURAL DRAWINGS ► , MEADOWLARK'
6. PROVIDE SPACERS CHAIRS DEL TERS ETC AS REQUIRED , ' F
TD ASSEMBLE PLACE AND SJPPORT ALL REINFORCING IN PLACE I THGIw EDGE TO r2'
7. PROVIDE CCIRIVER BARS FOR ALL FOOTINGS I p
Thomas
i
Foster
Cx1PUTATU6
'. LNNG 1073 y
i m # GARAGE 256
( i I EN RY 19
MA50NKY NOTES: p� ! � TOTAL - D48
L ALL MASONRY P TO DE b' HOLLOW LW5 APP SHALL GOPFORM
TO A5TM CO, TYPE NI, WITH A N94" GONPRESSNE
5TRENGTH OF 700 PSI.
2 MORTAR SHALL GONFOKM TO A5TM 0476, TYPE PL, WITH A
vt' AN GOM'KE55NE 5TM346TH OF 2500 PSI.
I � i
w ELEVATION
ALL OPENNG5 OVER b'
WLL HAVE A •5 DOWEL..
DOTt•-SPE5 FROM THE t SEAL
LNTEL. TO THE FOLPPATION
zv AM rO EV 5OLP.
irr STANLEY P.HOELLE
!n 3' Ir 6' 4' ARCHITECT• 3550 RODEO ACRE DRIVE
- ORMOND BEACH4 FL 32174
CD (904)672-2261
2-+F5 VEKT. KOD
• EA. EM OF C7ARAGE � TH13 DRAWING IY�ETS THE
DOOR 1 MINIMUM REQUIREMENTS OF
-4' THE 1997 STANDARD BUILDING
CODE.INCLUDING APPROVED
p 'JO' X 24' X I2 KEGE5"J 9/4' X 10' 1999 VISIONS AND SECTION
'v GONG. PAD W'/ 160a
° EA WAY ■ I {'CUC N NLEY .. ELL 3 DA E
ZON
-- I10 WINDON�
4' I� z' z' e' 1" e' SCALE; 1/4' Ift Js
, , SCALE A5 NOT®
• FOUNDATION
}
ilLt.�r► --`7:J�` i = ti i i111''LIsLcV�i .i1Li;1�. Ji l�t 1 if�ualY4,�ai .�.uJ[
Nt
HUGHES 22
• TKU55 STKAPS
(TYPICAL)
ff [ 1 • . ____-
t2) f X 4' DIACz LKO55 BKAGNG, - It flIt - [
NAL TO OPPO5frE SVE5 OF WEB
W/2-840 EA TRU55 NEM ►
(TYPICAL) ' { THA29 O C�
FA5TH ED IY W/2-.D COM 5. ► ` HAfVC 9 ; E�
(1 YPIGALa
} .. .. . .. .. a.. .. .. \
y f I TKU55 NOTE
,
L TYPICAL TK1J55 PETAL 15 FO TYMAL
'
I
! Ems, GONt�EGTOK LOCATION ON.Y.
7/16' TEXTLI ) (
KOU61+X 5DN6 TO BE FA5TEN� j 2 HAVE TKU55 MANJFAGTUZEM Et�Kaf�EEK `4
W/ #&C) GALV. 0 6' O.G. PKOVDE TRU55 LAYOUT THAT SHOWS ►� M Q
CTYrICAU ' - - -- -- - -- -- - -- -- - -- - - - II THE LOGATION OF EACH TYPE OF M15,15
I
TO GLIDE KEVEW OF UrLFf GOMEGTOK
',QE/TYPE, TO 6L VE GON'TKUGTION/LOGATION
' I ANv FO K N5PEGTiDN
2 x 4 Go►vr�Jou5 ',T "16 ', CONNEGTOK TABLE
FA5TEND W/2-1►IG GOM EA TRU55
! m�PIGAL) UPLF f: 1LATEJAL - GRAVITY: ' I?LFT:
FASTEN GABLE TRU55 I ; r._. .. .. !, I N LOADS: b98PLF 300PLF LINTEL , 600PLF 35rL F • p�j y
TO HJGt-E5 TAZZ a 48' O.G. I _ N Q
• ! .� M q cry �
(TYPICAL) r ! Q ROOF S1-EATMNG: #8D 6`OG. GABLE 5HEATHIN #8D (00.C. •�
- W S v
MA.NUFAGTUR`ER LD. GOP QUANTY L OGATION AST ENER5 -OAP',
HUGH 22 ` I AGH TRU55 #I0 00M 1441#L IL iL L IL - -]ALLIN
5M'50N •THA29 I HANGERS #10 GOM 5qo# M y
HUGHES 22
TKU55 STRAPS
• (TYPICAL)
macEL g
ROOF CONNECTOR DETAIL "MEADOWLARK;'
NOT TO 5GALE • "
- _ - Qj
_ - Foster
f C- vPJ'rATbrs
LNNG 1073 �
GAA GE 2%
ENTRY
FASTEN PLYWOOD TO THE FT TOTAL 1348
FASTEN PLYWOOD TO THE FT THREE TKU55E5 5TAKTNG W/ TFf
THME TKLF7SE5 STAKTNG W! THE VZ ROOF - AT-t4 GAME TRL)59 U'N6 #8D COMMONS 4' O.G. (2) X 4' DIACz GK055 6KAGNG,GABLE TKLr25 U5N6 #8P GOMPAON5 4' O.G. FW FA5T W/ • (TYPICAL ALL GAME EN PP
PIN NAL TO O05ffE ',DE', O ®
( YMAL ALL.GAME ENP5) G' D.C.
G. F18 D8D W/Z-8J 0 EA TRU59 N OF: W .
(TYPICAL)
THA TRU55
I-�AN6EK5 � -
7/16' TEX7IJRB�- • KOLJU+X SVM TO BE FA5TE EP
(TYPICAL)
,<, HUGHES 2�
KU55 STKAPS t
(TYPICAL? ,.
i PKEGAT
I - PRECAST STANLEY P.HOELLE
ARCHITECT
■ 3550 RODEO ACRE DRIVE
• ORMOND BEACH,FL 32174
(904)672-2291
', VAKWALL5 ANP 5f- ,g ' Ll- TTNIMDRUM Ts DRAWING
REQUIREMENTS E
• ; EA Ot® AND I-#5 RA A THE 1997 STANDARD BUILDING
THE FOUNDATION AND THE TE BEAM CODE.INcwNS A D SE-TION
s •
19.99 REVISIONS ANO SE:,T10N
CtYPIGAL) 606
OF
IAN EY P. E LE DAr
- ►�Tf1ATE •5 VEKT KOD WIND ZON
(TYrICAL.J _ ll
y
5GAL E A5 NOTt37
RIGHT ELEVATION
} C A
CONTINUOUS LOAD PATH DETAIL -
• - - ,l�W.. -.+-_mss-I.� - �_ _ _ _. - _ _ - _ _ - - -