HomeMy WebLinkAbout1515 W 17 StCITY OF SANFORD
BUILDING & FIRE PREVENTION
PERMIT APPLICATION
Application No: (��/- � C Documented Construction Value: $
-113
Job Address:
, 5 Ck
< f
Historic District: Yes ❑
Parcel ID::
j 3 D .
5 /3
-6300 - 00 (/0 Zoning: _
Description of Work: /O
Plan Review Contact Person:
Id
NOIR
Phone: qq x I I C, Fax: q()7 73. q E-mail: „np 011Lc_ 00r14.(r(,,
Property Owner Information
Name tom! Z. ct rzw;1j Phone:
Street: _ % J� (J (,�) (%�h� Resident of property?
City, State Zip:;S ar F J)A1 `1 1
Contractor Information
Name t`1 i l- C oy)lC Qp�s 4 Mind F(C),(ir) T Phone: C1 �� �J(7�`JC� '�
m / _ Fax: q 0
City, State Zip: (fno `)r)(1-fA31;State License No.:
Name:
Street:
City, St, Zip:
Bonding Company:
Address:
Architect/Engineer Information
Phone:
Fax:
E-mail:
Mortgage Lender:
Address:
PERMIT INFORMATION
Building Permit '❑t56lddY4aA:dYi/av2.:d4,a ;
Square Footage:
No. of Dwelling Units:
Electrical ❑
New Service — No. of AMPS:
Construction Type:
Flood Zone:
Mechanical ((Duct layout required for new systems)
No. of Stories:
Plumbing ❑
New Construction - No. of Fixtures:
Fire Sprinkler/Alarm ❑ No, of heads:
CT 0
��Ii:JdaYfalfi:�ilQa�,�l.ld�i�it�il 7 ! nJ�'�I4�ula��
GRAVITY j
F + ELLE" W141 GROUT / U ., IlWitIEO / 6 = S"7UU
uN4n r OF ( AICD ADDED t_E R ,y1 I Fli�Tk1 -,T. 1 (PE
--'•
1101101 OF LINIR "..wry
P9Etf51 2131 _ i f AI I' _A
3`•i ' (12-) — MECASI 1231
A F<
' II 19 — P,{ 51
II�S� -
VC6AJN.. wln, � ! 7 lU -
]UMEiIr OF SIIEL[I
t1
Y7 �" 6111 ---3117 -
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I,AU - . ; iA All •' I'u10r1 (B'l°) PRI.(^Sl
1 i ^ fsrl-[EtnsT 1311 � ,I� �
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r FfJp VAXU da'n At
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OS •' III IL,I Y `}7 � PRI (ASI
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�i -JE dC1VL filvuED I;tLOTEL _4_._' _ __". T..._; ...� rp V (1'D'..) FRI'(ASl
� ^— (SEE IL'I]YFD' RING tiGnmULi 3 J 111 i P41.(ASI im 1021 1637
6' n0vlmlirbin J _ _ _ ssf"r' > I _ _ ��__.,._._.__.....I,........Y..__..,.,,
76101$1 ' ' 1 '' 165 163 1365 61-611 V )
_ , i _ _ 61-�b (1CI') I R! C�Si
r 'Z'-�Y—�•ISl'1 PFIG511 532 ..$91 1051 ._._ �._...__.._
IV; o dU D/elull lenJ IlI11e1 IYP 8F16 18/11:
77 Ti 74" ^$l S(I} cL
,Asl
f
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r 1 T---'
nit: su enln 1X51;6 ra aif 11X6 - 1360 P!F
• l E 9 Y v-1—) 191 redtasi i -;.; -•s i D s39 E77
;2093)t_?_SI -
41pr P-4' (I12i)PRItASi;a1D su1DrinIiosed uPGfrut= 111''Me superiv%Used Ialeral lond = 339111.1'
�
11) -GIf [126) Pff((4Si
11'4' (1261 PRI (ASI
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113 _4"_(1(01 I'4;ffAST
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14'-0"F (1113') NVAST
V -x118 kr3-CBl1T 31'8-1B�1[ Sri-IB�11 SEE spTLACER.}. LUAU
LACER.LUAD
LNJLC; FOR LCA) RAING
FOR EACH ADCin IOL-1a1'm$°1 (1116'1 PIIESiRE$SEU
_ RUrtlf,RCED VAU FULL COURSE
]JjTf� 111- ,y1 `t J ,J� 1a' -odd (14811") PRESTUSSED
C_j2 Rf11cGRfie -1 T-4" (201 PRESIMSED
1111 I J
p�. � � u. � u •�> 1, 11.1.1._,.,
Now: See Sa1(s Ludt Tftblc ";"'""'" 1
_. Nows #5 for AppliEDllun
19'-4f' 1212'1 1 RESIRESSED
31'16-OB%IT 8f1G 13111 8rin-1B�2f-;2,9r1 rs1"� (216') PRESIRr.SSED
PAGE 4
x121-01' (264") PRESTRESSED
.2'a!'-0'1 (201 PRESTRISSED
F:xLcndroof L Tx JiF11Luh(AhiPDIAL
-------311 Vtlk
,,;-�O}It. Stluler Valva
C`�(l i•ti � I I
4 i 10 Sly ailf{,Irl \\.
,i .3
`x110
�r �J CJ1
h O
7
Typicl Riser Diagram - Xilay vary -1_4pe Recll.tirelm n:1 Olily
11. t. `;1`.
Conc. aud. Rebar Filled Cell
ConcieCe Blook Wulf -.
11 fVRAL
., l�I.
M fII1F:
808 8F6
__ 114X•°
1293 16,12 2135
r
1 OJ.J 1024 11330
765 163 13645+
592 591 1057
411 'Ill 7:3'9
340 339 601
5011- 171 In
424 5:34 351
326 5,N 227
284 4111 178
2.60 4:12 152
244 4412 13.5Y
217 :124 109
205 93 98
11.11. 2134 89-..
N.R. 259 32 Y
11.RT1 194 63
1111. 148 51
Ill. R. 193 42
N.R. 1,16 39
72= ucsaELOAD rleLEA1DIEs,a2 ^^a$FEaFELOAD TNlMMAs FAGI 6
Muldiust byt)oor Illstall ;r
d'4
2`x S" Ycltow Pine Jant
ALichored to Wall w/ 1/:2"-
2iltwlior Bolts (itl 32" O.C.'s /
� Ctuadu lloor,_ /
stecl'1'iatck 1"d.clled_// See, LvIallut, Specs.
IFcr h{anul;acture:r 5lrsbs.
(16andr-Ilge Door
11.t.S.
GE NERAL. NOTE: `i
ALL INTEF;IOR WALLS ARE .r" 4" COf,ISTF;I.I(;"I ION
16" O.C. - EXTERIOR TO BE 16" O,C.'s
Af_I_. BOUGH OPENII\I(3 WINDOW SIZE) IMU:^IT ESE.
VERIi-IED BY 1/VIND(.3W CONTRACTOR PRIOR
TO CQNSTRUCTION TO MEET• 1\11ANUF. ;SPECS..
ALL LOAD BEARING ,MALL BE #2 OR BETTER
SPR. OR (S.YJ),) FOR LOAD EHMING LUMBE II-;
ALL CEILINC3 AND TRUSS DETAILS BY TRUSS ENGINCEER,
TO BE APPROVED AND VERIFIED BY BLiILDER AND CLIENT
/ILLI.. CE:ILINtYJ TO ESE: �zJ8"GYP BOARD
(:)R '112 INC F] NON-SAGI CEILING BOARD
POPCORN CEILINGS) THROW'31-JOUT
WJND0W/1x30112:El.LO(A( C'ONN1RI.1;'t' 0TI1 OR VPIOPiAL MUCIN, DVATI aCUULI[\ICS
42 .Presstirc 'l'rf.%[ed I x d Wood 1 vainst FIVAQ N�►'T _S
C ollcrc(t: 1-111_. �t _
N.'t'.S. ALL HVAC DETAILS INCLUDII'lG DUC f �aIZaI''JG
X10011 ,WRANIIILDRJ2), .(,S S.EIsUA, M X.U rAC11RE' U ANI:) !_OCATIQNS, AIR HAND. AND CON11PRES,S(,)R
TO TIl tl a3Wl(,1( wAuat,1411/74 a wt�N. �,4,YArtSJk(N SIZE AND LOCATION, AND ENERGY CALCULATIONS
/S N(�tlt1; Sl t� ' a✓S (_; (Y o 1 ,"� i5'fAt fi ' IJA' BY INDEPENDENT HVAC CONTRACTOR. S1::E:
1V1i utawvN aNU OR o'VER rR(aM,C(JiM, RS.
ATTACHED DUCT LA`fOUrAND ENERhSY CA1_(;S.
WL"'tIL'P(.)ti�'S'I'0 ;dta :IN�,.1'a1.L[,IC1D ,t'1+:R 114[��NUk'. �51':[;CIEFIC.rIti'CIOf�i�S,
PRrI,ta3tfJC 1 hr�tT•Y' I: Conmeta and Foundation
1. /?,JI wool)li"21r,L'littg shall b; fIbiit.at-.1,d and im(alled Pet .1I;fC'tint!'11'11! aux! 1`•h[tivhal Design 1, 4":Conctete Stub, 2,300 pfi with 6:146 10/10 tiVWii,l.ovcr 6 Mil. Vis:yleeif.. Vapor 131urior
sp,-xilicatiolfs. over Cleon,. compacted, 'Tetmite'lrcawd Fill or C1ptiOna13,000 psi FibQtme h Concrete
ti)r woo'd S_.aam,IruGdiun. may be used Uhler with %V'iio t\leslt Or instead of `Vire Mull.
2 t Il at nut,t Wl LYhbetciz two -.:t fv(ilnstfertO hbu mless Laurl�(1ES) ir L X00 psi.
_. Sciuwalt Fan n =s
J Uhr ss ulli.awvi. e nut -d, tli, tollo`Yvtng lumLicr grades .shall be 11_;.11. it. 8" x l., 2,5100 Pari COILCRAc is r cluaied fbr Single SLory wt/ 2 CoutihUJUS 8:5 Rebar axed
:t. stluol lydt I igltt 1;,:rumng `ra: to be 2" liud', X4" Atitd 1,1o. 1. or lit)ttcr. 12",x 20' 2,500 psi Concrete is [.cquiire d fbr Two Story tv1 3 Coatiuuous 85 I',cbi r.
7
' `)' I. All Co e ''. n 1 �< , �, '
b. stud 111;cr�ty ba. _ lllluk � f1" 14662, yr 2' lhlak x E Evila Sled (Dtilde,. n ttC 1., to bO a ininunum .1 )0 J 1, i ab S days, 1Jearinf, ut Soli(l Vit;;in tionl or
c. 5luuluatl Joisi s :and 11 Iank iw to be 211 to 4 thick, x i1° wido of tvicicr No. 2 ur bOtta r. to lie pla,erl oil Boil, ContPa,.tcd to 9t11/'o Mill. Ilundity.
Light t iJinutg tel bo 2' thiel: x4" wid,� of wvicter Nv. i."or b,�tter. 3. t\Icmolitiuc Pot)tiu8':
tl. Plywood . ' ; i„ ,, .. I f' _ (' > S µ a. 20" x 16" :1,500 pili C(%jctcte isF ieilintcd tor. tiillgl Story cv/'> cmltinuous {15 liubar aad
t.. 001 LIC 011 dlla i shall b. Al A �l a lural I 14X1 I ,tie and ..r,Ln tahnt, as "11X141431 ern btu 20`"x20" 2,502) psi Comaretc is r:(ailf,d for'1'wo C'itor W/ 3 "bntitoaous 45 rtebar:
cclusluu'tiun'dr LwnfrE.. f V Y
5. ii,.It wood lLwilitwis es.PcL,ed to I'VC311ler or ill Q1011taot wida masmmy concrete or soils b. tVI Conerele is to be 2,300 psl at 211Uayti off'Viii1in buils or on S,u la Campu4krd to 9P0,4[iu.
s1rill bo Y7 scute lic,ite:e,lY 1)'nsity.
6. Colilactor Sliall pruvid,, till 1a. ,:ft.d deviceu ,tai rcqu.ired b,;y fl}e t'!e-l�-Il ur. 1Ttta .l)acka;;c'. 4. lbiaere shoewn. Cores of C:oumb,136.4c are to be :I:111.ed w/ 2,500 psi C•oncreL ttal ,l ..115 K,,!Wr
Fifsb X114; l:)wicas rubidbl to uioi;>IUr., shall be bol tlipl:u,d galvaduic'a to AS1`hdyl5.1-E.U, ha/u Footer to Lintel
7. r?,11 Lnvl.ol coirncotic)us : icl 10 luoisiixus lia ot:4t) r w'(. t x. - 5. Itcittfuwinl, Steal Shill bo AS'1'\d-615 Grade 4o, J)ek'ornted i`;ew liilld Steel coulbitaine, to ;W130,
r shall LI ly I h 11SC Sl vc liuUu i1'.. 11C:1'3 [5, Ad::1318 :Lala CICSI Manaal (if Standard i t utu I_:; I ttu-t. Edition.
8 Sl,lid Black all Joiab, tinct Ra161 r : a Pvuds OfS,upPurt. 6 1111, Continuous Vehicle gild lloilzonfo
tiil Itcinrci[Lg Steed in Vooliup, Eleams ,and Coluauts shall
e 1'r�titbi a.D;F.blue;Jur,�tl. ltussc ,drill comply 4•v Llll FI'A SIatiuu;tl D sign spccifical.iul[,.i b.�
1111, Wo(d (;C7pshuction "Ind '1111 DI 'sign spcoi[:iailions t6i isdelal PlEatl9 cotulectetl
i,G WovLnji Splice,! ,t :vlin. of:15":
l`J uses wid A I < 100. 7. Caucrete Cow or ReiiiibLeiug Stain sliall beit NAIn. ot':i".
to. A.I1'[ru,.:;,. Alall b: I:r,.igjwd and c nli,lied b Ilia ass \ia °rs
e lu i uutaL,lw>, Llai. J. u' inter
> Y 1� . •r -
i
S. t uuc.rcic t\l,ls ndr l5 , I 1
d 11111 hallo A,rlt\1C,.0 ,)1lolht�l: ( c°'tm"Catrte., -sL''<
OaJ II.,I E lc, 1"Ia:suna cot.
Y t; ,
t
l
11X1 nll Illoor Joists shall b lltp,Ji, t<l C 1lih tb
y tbswine I n 1X.31
tlutival 1Vc
i ttlYl tl r.ttdc
bit t ) ht w ) I) ,
-
1 1 C t lac.tc 1 � d1 c,vN lal villi 1211 t lv k Jvr tut:utu[xvturer lv a Iu<, l/l c n (tu [%,a
rings iu s c
>. tMollar .>h,111 <.uulouu to .4S [Lti[ 2271 ,1116 bo of 't yl}c
,)r �ctc'tled v L, .t r i
u v l l l ti t at li n ofall utr t 1.Ir aC a.
k
f,
E. 1� � 1 "cl
1. >c ., . t � t s (� , ��
( l 1 to c c be L t .11 2 .C, I u o'ce ,` I e - I ,
1 0 4 _ .. t 111).5 111 i ia.i.ol d ut tit' l.,u uc.lod la c,
y P !t as the responsibilityu "¢i I i
Y 7 1 lh C u.iactol .11,1 wh unla tcloas to blsure Ilial all City, County and. 1111 State
t'ticf ugo Requirenacuts Catles/:Spc.iltuuions are nurt and ifieJiLt Rc:iponsibilip; ttl check with the abov,- rioted
1;3. Fli:)or Joists lu tFc ty )icall " l6" C).C:.'s uul1;,; Cllhcrwisv Ito[6l oil 1'rc-a'°:a iulX:'ed,'fruss A'oncils if(uesliOus shol.ild ;6'153.
JI ) d 6 1
llackllge.
1: ACTI-I01.10ii GREAT DARE HA' EILE!N TAKEN TO INSL)RE: ACCURAC11 dF THEGEi CCiNSTRUC'ricpi IaRA1VIFIOri,P11STAISF'8 DO OGCl1R.1'1, IS THIS RESPON,slEIIL IP( OF "fFI!Ei brITRAC'rC)l3 TO FIELD VERIFYALL 01MENSIONS AiJD DETAILS BEFORE S10NSTRUCT'ION COMMENCES
2: IT IS"I"HERESPON SI ELI' is T I'?CO CONTRACTOR TO O 'ERIEV' Er SSE "I "- GP C' 1, = I - 1 : C. - c ,- r =- f• "f -
B rY F H N JC RT. F, w V rH_ER Mu tiEt:RIN FJI.KAGEA3'.'Or1PLETCCBt'O'THE@E.P,GAIN"'T'H:F O ) I
U C F a1 E. L qR 1''11171 ND iLt.V,.LTION'SANL r�.EPORT,4NY DISORI_P• NCIE_I T_ THE DESIUII .VtFLND" HU.:"a CONII 1421' F.O l°r '1 -
.'L E f a. / r BE'fFOR. P _ rF,UC:'iION (:C11NI1 ENCCS.
a: 0013'14 ;,IHI�IPII<.A6fE dafJD E):PArlISION OF PAiV CgPIIES,a1VI�tTTEN C.)IPlIEEN510NS T,4KL` PRECEiI'IDV:PlCE C:IV'EsR SGALINCi.
4: ALL, H101,1: [)ETAII.'S INCLUDING 13,UT NOT 1.1 Nil I'ED TO NIR MANDLIER ArID CUIIIF F,Ei�SSOR',712:II`la,DlJC7 SItINCi,ANU PLAQ EMEN'r.41'ICI ENEFi 3''1' Cd\LC5 /\RE TS;) BE SIJPI'LJECI BY AI`1 ItyOHPEPIUIINT H`/AC COi[rRACT0IR.
5:EN,INEO'.RSCEiRTFICATEGFrFiLCONSTRUCTION CRL,VrINGS4REVABLE"O"aMONT1> ()it UNTIL, C 7VE'W IN^ AGE:NCY CODE. j".AN S TAKE E -F rc.0
T. IF CODE (.riANGES'CAME EFEECr 111..1$ THE: REE5F1gt`I-511311.IT'/ q1' THE'1WNER OR CONTRACTOR TO EEN;SUftE THAT ALL
CONS TRIJISTION OFMA.VINGS A17E t11301JGHT UP TO THE LAY EST COI)E SPECIFICATI:INS EI FORT: SUE3NIIT-HND FOR PERMIT. IF PL.APB ARE SL1BIAITTED FOR F'ERMI'1', BEFORE CHANGES HAVE: BEEN MAD W DUE TO CODE UPDATES, IT is THE I3E9PONSIBIL.ITY OF THE OWNER OR CONTRA(; OK
TO COMPE-NSATE'rHL� DhSI(3NE R /1ND ENGINIaER FOF LIPOATES t FItlNTiNG AND C HRTIFIG4110(15.
iky
- _Chair Rctisigrl ;y
a9. Ji1•za.e' 91rW�'AtJ 1111\ ✓etigr (Ci) ca.rtl'b.link. rlfQt
A
Missilig, E'I)oter Dowel Repalf:.
brill toobow/ 3/ 41' Coder,- r,W lilt for 5'" l7epol into Colfcrelte
Use APproved l;po,y to fill, hole, tnset'II 115 Reba into Epoxied _I I
I
cturcr SpF,cs. Lip rebar oxtVIIIS ou a I I
-''t''E'Flllllll€, �Ct), tea'
l 1.
1/J:II .Anchor [Jolts �(i)� S, " O.(;.',s
L
2x 1
1 Skcc
I -
ro J1E
13ollcnu. Chord / 2 50 psi, Colic. w/ 6x;6 10/1.0 covin
NN oullk I �:• or Optional 1,000 psi. lr'ibernlcish. Corlc.rete
NTERVALS)
R00F PLAN
340.5 E3,sFl 11N1
a" BLOCK 1NALL
1-1/2" COv0.1! FILLED
r, _ NC1.�:7 13A�
• -
m I N I ITI �,
l t / _
��f�Ll_ �-- -� " TO Fl l.lfv1TLL
�F�: 0.-- - - —I - - — J
f. .
[:
ILL 3/vr� IN N0.':) COR.�lE=1�� 13E1f��'
ILLi:;1' Ll_ _,,.
ALI. ILietPS 2brnirlii,nurn)
�.
,)5" LAPF,
W15 3AR945j IN
n...
"n ninl.lrn � - - --
_ FJ{_)r
Ir1G
'i
d
II
,.•tr ..mow. _ i
1 -
3� I
C^
�, K• M1 >C '�C
I
y
(}V'ER
xlc� $�''
'�yyK K•`
I' C' E
f .
� � aGi.l.�LY.'
_ drn[r,irqurn)
'51"M D/\f? D.__ -
No HOOK 90 c1
IF L10V'r11',Ir1,0D 15 WITTE[) IN S171E3, RC 1D W\Y BE INSTALLFD BY
DRII_L.II\J(, 6 DEEP HOLE 1N G[_Ai� 69, SETTING ROD W,/EPO;()',
D 0 I%Y lif"I'C:)UR DE,'T A R,
GWW
phi.. 411.07-682-,4.05:1
f)i., 4.Ii)7-682`841 i
0 11
ll'111.1sJi Gradc
I
T �
`-6 Mil. Visquecu Vapor Barri fit:
`` �s, � : %----'—Cll�uu, C;olxlllaeCed, "ll�.rfilute'arca,tectl�il.1
u
r --16 6"
�^ __._. .`5 -_
"- -
2 - #5 F:r,bzir C011titl,ll0[IS
1+✓T.it. 3" ("over
C�aitlgle �itory Garage -yi r--tik�_1t,
_ r1'rS.
11LI
-4-
Dr )rer
Vent
"I'i:ikke.n
W Claragic Door
12 0
Jy'41
..� .J- hli,..l' ere. i'_,tr4.; ati;.
t'cbai 'Pias (Lyp.) rrtill -� I
I II .LL,._-CeIIs l,,illed Sol ldw/ 2,500 psi C;ortereto
Sae Flclor <uld . "Q1.1ndatiokk 1"Inn l'ur Sp winr3
IIII
/j//-#5 V.cb-about k uulcr to I-itEtel
IIII 2,51111 I.j�l .ou. w1F C
10/ 1,0 wwm
or Option t:l 3,000 rJsi Ftbctrtle;ch Cottol-L(c
K
I t
D
r x `-� X111 vl n ✓)( La
CC 1 d ) t[LOr'
Lr t 1
1 s
-•-C1
it, Cutty . Ln't
C t e l
. r wted l..r ll _� t_ .i Fill
�
4
A ! J
I1j t
l
II l,<xl.>vz%
? -- #5 RIC -hr C0111,41uous
Mill. T, Cover
311101le, Story Morl.o 131ac,;l.
N. -1'.S.
I -Loll
---,..-111.1---
44'-1,111
1 n
3l (
r
I
.� ) 1 �, (� t. k
.> JC .�� Inc r� 1
1
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i
r
. .. , c�.. � .[1.. fll.. 1Co J
A.11 t l t) 1_ c . t �
� b s e _ e lJotnl to tlf C 04 F1�rle cr ul.
1 I 16111 (_'ode
-`E
/ 1
a
.�Varies--\l- U.I�1 ��7.1 1. I ; ,
� 11
r d.
M r
��llLlc.c.tricaJ l,) Lo ciatrflrtn to ta�lta 2C)(.I,� i`�(atiolttll T:ft,t:lllc,At1 (,ode w/.,A.tncal.eknterli�i.
'Ykis ifles that these plans r(ieets or exceeds the 1:7,0 mpll,/_) sec. LJ,ust witi,dload rlecluiremernts
- -,. �, - -
I- -
c .•
L. INU(�I'J Gf,E_.alT ...111. r' -i1
I f E_ HAS F " 1,1
c ( I � ?
�J. +rc, .r) 16 ).,
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1: ALTHOUCH OREAT CARE HAS BEENTAKEN TO INSUREACCIAACYOF THESE coNsTRucTiori DRAwmaSNIMAKES 00 CQCUM IT IS THE RESM)NSI8UTY01- THE CONTRACTOR 1Q HELD VERIFY ALL DIMEN3MMS AND bETAIISS BEFORECOM57ULICTION COMMENCES
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coris rRUQTIQT1 DRAWINGSARE BROUCHT UP TO THE LATEST CODE SPECIRCATIONS MORE SUOMITIMO PON PERRUT. IF MANS ARE SUBMUTMJ FOR PEROT, BEFORE WANGISMAVE BEEN MACE DUE TO CODE UPDATES, ITS THE RESPOW91131UTY OF THE OWNER OR CON fRAUrOR
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29 Sept, 2008
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321-377-0480
Titled Page:
Sig
S mature:
10
El_.ECTI?ICAL MA'rF_'Rf,ALS AND
COMPLY W APPLICAELE pROVIISIONS OF THE NATIONAL -
EI -E -C, CI]IJE, LOCAL AND TH[__._ [JICAL. PM/ER
ALTHOUGH GREAT CARE HAS BEEN TAKEN 71
RlSURE AC:(:,'LJ1k1,A(__'Y,. MISTAKES 0CC1JI'R.
�[T C '1'1--]E BUILDER/S 0]
VERMY ALL DIMENSIONS AND DETAILS AND
REPORT ANY DISCREPPT\1C:IE.S TO Rj-I, wj(E;arI
DEF El R 1: BIE(:1[NNFI`\IC] CONSTI_,?UCTIGN.
All Phktftbitl.,L; is to (,'011forri.i. to the'20041 Florida 13h,dktin(,odc
Aft ElcofticrJ is to can Ibnn to the 200 5 Tfaaonal 1?Acot rical (._,.,od(.:,vv/ Aatc�,�,tidnicats.
Ills cerdiles that Me plans meets or excee(fs the 120 uq-)h/3 sec. I2,ust vvi4idload reqUifetuents
of Secdon1609, 2004 Edithm afthe Modda HMO (lodes and the RC(I[Llrements of :)ecuion
1301 Dusign 'Chiterb and ASCE742 a r the 2004 14udda QMdenthl •B Mng (Ado. w/ 2006
amensdents
SEP 2 3 Lt oJ
S1 -RUC T U R A L D ES I (,-I N [] 1\1 L Y, BY 1:1 R U N 0 E R
I-IdE 1J1RE(.T SUPT -:F VPS111IN LIF' H,
WILSON, FIE 49710
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