3679 Orlando Dr - 95-000022 (INTERIOR REMODEL) (A)ZONE DATE 10,- ( "I H
CONTRACTOR ,'�rIoerc. Con,4 t� `
ADDRESS SG-�q v i (i ekAf)a
PHONE # M��0'
LOCATION
OWNER i-lmc �' 1;No
ADDRESS
PHONE #
PLUMBING CONTRACTOR
ADDRESS
PHONE #
S�5 ELECTRICAL CONTRACTOR
ADDRESS
PHONE #
MECHANICAL CONTRACTOR
ADDRESS
PHONE #
MISCELLANEOUS CONTRACTOR
ADDRESS
SEPTIC TANK PERMIT NO.
SOIL TEST REQUIREMENTS ( )
FINISHED FLOOR
ELEVATION REQUIREMENTS ()
ARCH ITECTURALAPPROVAL DATE:
PERMIT '#
Joe-
Go
COST $�1
FEE $.
STATE NO.
FEE $
FEE $4
f)�ff-
FEE $
SUBDIVISION:
LOT NO.
BLOCK:
SECTION:
SQUARE FEET:
MODEL:
OCCUPANCY CLASS:
INSPECTIONS
TYPE DATE OK REJECT BY
FEE $ ENERGY SECT.
CERTIFICATE OF OCCUPANCY
ISSUED # DATE:
FINAL DATE
[40
W1 MAH5 J �NE�
____/'..4444.______.__._....... ... ......
_....4444----..__�___._____.__
71 I,0 r 6? - �l
/
-.-- --------
,�_. ,�
. Uostgn No. U465 .
NonbaarinU Wall Rating -1.1-1R.
'��('
1. Floor L Coiling nonnor-(not shown) --25 MSG (min) paly stool I in. high, (olurn lops 3.5/0
in. wide (min), anachod In floor anti coiling with fastennrs 24 in. OC.
2. Stool Studs -3.5/0 in. wido (min), 1.1/4 in, lags, 3/0 in. rotusu, fomwd of 25 MSG (ruin) galy
stool ntnx stud spacing 24 in. OC.
3. Ileus and Olnnkots'-(Optional)-Minofal wool or glass libor baits partially or compluloly fill.
'ng stud cavity,
San naps and plankots (OLJZ) cnlogory for nomas of Clnssifiad companion.
4. Wallboard, Gypsvns'-5/0 in. thick, 4 It wido, altachod to stool studs anti Ilnor and coiling
track with 1 in, long, Typo S soil -lapping stool scrows spacad 0 in. O.C. along odgns of board
and 12 in. OC in tiro liald of lho board. Joints orionlad vertically and slauguroll on opposito
silos of lho asoolbly. When altachod to itom 6 (Fulling channols), wallboardis screw al-•
lachod to lofting channnls with I in. long, typo S stool scrows spacod 12 in. O.C.
Canadian Gypsum Co., Ltd.-.TYpus C, SCX, SHX, WIIX.
Dorntar Gypsuns lac. -Typo 5.
Goorgiu-Pacific Corp.. Gypsum Div, -Typo GPFS•C.
Pubco Gypsum Co. -Typo PG -C.
U.S. Oypsunt Co.-Typus C, 11'X2, SCX, SHC, SHX, WIIC or WAX.
5, Joint Tapo and Compound -Vinyl, dry or prontixod joint compound, appliod in two coals to
joints and scrow heads; paper tapo, 2 in, wido, onsboddrid in first layer of compound over all
joints. As all allofnaln, nominal J/32 in. thick gypsum vnnuor plastof may fill appliud to Iho
nnlifu surfaco of Classifiud vonuor basoboard. Joints roinfu(cod.
6. Furring Chnnnol-(Optional•nol shown}-nosilioni 25 MSG holy stool furring chin Is spacad
varlically maA 24 in. OC, 1101100 purlion allachad to oath inlotsuctin0 Stott will) 1/2 in. long
typo S•12 parohood stool suuvrs.
'Ooaring filo UL Classification Marking
I r
i
M10
r- (t. I64?' o, c.��c K'
r
AS Kr4u1�'p
c 011 i LAA M Or
PKV/A4 (alt Delta
I � i i�la• LI ��)
`• `-., 1 moi" �cl`�;. slog
�101P, 41 iM AP:
•/ - � 4444 4444 -.. - --- -_ 4444 - - - - ��
P20JECT LATE
L -ill,
T�tiANT SPACES
26&27
O I 1 1 j I , 1 �� i ,L
I 'lam
��------------4444-� �•�- - -4444-- --4444-- �'
(71
❑I mom
❑
J
9
U.S.H!1NWA'f 17 £t: a2
LL
LLJ
z •
U.
UJw
U
3 '; r r+%
11t�llA,FOO��+�``,L�
13fl3('J��II 327 / ;. ®°' LU
SANFOR
Cd I61fo.c sfwv, (�
W/ Y?," DiLJWnLI,-- 5P6
Now
AMA
,t1
IaEw 4
it
r .
Cmc® at ;the Kant Quertar 4rnar•of Ssction li, T'ownahip 20 South, /
lr4444 34 La01ti 4Paaiwo1a County-, .Florida, and run thence South 02.16426"
791004 f ®at to the MUT OF A bW l l(N L kC ; C h u na w continua Sou c h U7 ° 16'
26" Mast 522.03 foot; th4mce South 87.41'21" itamc 11.,32 fouc;'INia:Cn
"th 03'51'32" mast "0.75 feat; Chun~ North 87441152" Wusc _1096.04
feecl themes Forth 09'14131" Weds 140.11 tris.; thence Harth 23.41130"
float 230.00 fsatt thence North 66'18030" West 300.00 faac; theuca Norttri
47.43104" West 158.11 foac to a potnc on Cho "acarly right -of -"y lino
of U.S, t{lahwy 17:-92; chance North 22*15120" "ac along aald r14ht-of-
Way line 122*90Q feat; thwwa leaving maid righc--of-way.lin• run South
40'01100" Taut 25.90 fast; theace' Souch 66°18130" Usc 161.07 faac;',chance
hortk 13°41130" faac 315.00 feet;,thance-Norch 13'12'.32" Weac 25.00 falai;
thence Wrth 66,"W30" Waal 175.97 Cast; chanca South 76.46' 56" Wasc 25.00
foot ta'a Pointf go'1ths easterly rlgh.c--way line of U.S; Highway 17-92,,salii point being oa a curve concave sascrrly, having a radius of 5614965
foot; thswae aorthsaatarly along aald curve through .A cancral angle of
00'49400°' as Ore diareucs of 80.03 foot, said curve having ,& chord W"rlu,2
mouth 23°30'39" A"c; ,chlsncs leaving said righc-of-way line, run Souch
29.23156" 9"C 25.00 fast; thence South ,66*18130'4 Cast 180.33 faac; chaacs
Mortk 44011100 Bast 25.00 faac; chance North 23°41'30" East 581.31 faac;
thoace Morth 9002159" Nsot 30.00 faac to a point on a curva concave south -
only, kavLAS �".radius of 225.00 faac; thence sastarly slung .said curve
through a aclaq" aagls of 2U*02'11", 4n arc distance of 78.68 faac; to
the Sud of "id curva , said curve having a chord b as r i n a South 814281374
Usti t4wwe' Soutk 71'27132" Yeac 870.00 1sat to Ow PO1)(T OF 44CLO19C.
Ca r.41A1nY 34.032 "rev,, bore or lease
n o
i
i
Copyright (c) 1994 by Scherer Construction & Engineering, Inc. All
rights reserved. Except as permitted under the Copyright Act of
1976, no part of these drawings or specifications may be reproduced
l7r distributed in any form or by any means, or stored in a database
or retrieval a stem without written permission of the writer, with
Z
O
T)
W
Cr
the exception Y , that it may be reproduced by a client of Scherer
1 /+�+ 01 I Construction t Engineffili Inc. for the sole purpose a examination IT
}V(�•./'j I M by others that are affiliated with said client such as n Hoard of CS-•
Directors, Attorney, Partner or others that may give guidance (except l
�-j/ T--rr-�--- other contractors) or otherwise will be contributing funds to Scherer 151 �.•i
fxa,,j, 1 t raj I ( xA�E Z r I _p Construction 6 Engineering, Inc. should they be the selected
contractor. Specifically, these specifications may not be used, ) 11'
shown or reproduced for the purpose of guidelines, specifications or d z 6 W
any other function relating to another contractingfirm. These Z
drawings and specifications may be purchased for monetary m C H C H
considerations for such use under a separate contract. 0 o oQ N X
•
§ J----4444-- --