HomeMy WebLinkAboutROBERT HOLLIDAY - 2402 NW SIXT STREET OCALA - 540744v a
a
t�.
3","
108'�i' 6'- O" X 6'-8'
S.G.D.
3
3 2'- O"
PIERS UNDER COLUMNS IN ADDITION To
PIERS AT 6'-0" ON CENTER
8" 14'- 5'• X 9' - 0" 24'- 1 1" 27' 6" 32" X 60"
OPEN I N G OPENING
W. H .
ACCESS
25" X 34" OPEN ING
F3/4" X 16" GANGLAM OR MICROLAM RIDGE BEAM
CONTINUOUS ON TRUSS
F A M I LY ROOM
2-30X 54
9' 9 21'-
32' - 0"
THIS SI DE OF ADD -A-ROOM TO BE CONNECTED
TO EXISTING SINGLE FAMILY DWELLING.
NOT 0 BE C
£"E IGit _
NOTE R CI? k
3 3Y4
14"
30X54
36 X 80
108''i' I 116"
JUNCTION BOX
MAY VARY IN - -----_ - -- - - - - -- ---- ---
LOCATION --� WP. IJ❑---- - - -_- - - S 2 "H' S
21
(n Y 2.
2 T 2
I I �-
NOTE
ENERGY CODE COMPLIANCE SHALL BE BASED
ON THE ENTIRE BUILDING, INCLUDING ADDITION,
IN ACCORDANCE WITH SECTION 901.1 (h) OF
THE FLORIDA ENERGY EFFICIENCY CODE FOR
BUILDING CONSTRUCTION. IT SHALL BE THE
RESPONSIBILITY OF THE OWNER TO DEMONSTRATE
TO THE BUILDING DEPT. ENERGY COMPLIANCE
116"
2 6" 16' 6" FROM END OF DUCT TO AIR 29'' 6J
SUPPLY
28. 0"-�I
36" -"1
3' 6" .
28 I/4"
13'' �O '1 19' O..
TTI -Tj
116X10
6X10�
;}
6X10El
5 " X 15"X 27'-0" CLASS
I FIBERGLASS DUCT
BOARD 10" AIR SUPPLY DROPOUT
32° 0"
IF THE ADD -A-ROOM MODULAR DOES NOT HAVE) 'r �_-
SWINGING SIDE HINGE TYPE DOOR, THEN THEE sx
MAIN EGRESS DOOR MUST BE A SIDE SWINGING �"
TYPE DOOR AND LOCATED IN EXISTING DWELLING.
THE MEANS OF EGRESS TO ROUTE FROM THE
ADD -ON -ROOM TO THE MAIN EGRESS DOOR,J013�'GI°
MUST BE IN ACCORDANCE WITH THE LIMITATIONS~�III9<T�'L'"`°INS �'EICY&0
AND REQUIREMENTS OF CHAPTER II OF THE '°��ia"6Lt`�I�I��LpgYT�j�
3, ® PC, Fi.91� ND IN "r�F r UBi C ECORDS O F
STANDARD BUILDING CODE AND I5 SUBJECT TO (_-oUNTY.
LOCAL JURISDICTION APPROVAL
}. LUCIE COIN TY
BUILDING DIVISION
ED
FLOOR PLAN NOTE THIS FLOOR PLAN MAY B BUILT REVIE V
1N A FLIPPED CONFIGURATI N FORC', CE
REVIEWED BYDATE Jvop
PLANS AND PERM -IT
MUST BE KEPT ON JOB OR
NIwD INSI'ECTIC3N'JVILL BE IMADE
SYMBOLS
�-
Wall Mount Outlet
Duplex Outlet
TV Outlet
51
Junction Box
Ceiling Outlet
S
Swi tc h
Q
Phone Jack
APPROVAL
;DPP!') 0,d By A. GODFREY
%
l
Plains Exaridnr
-Pte No.. 003
ELECTRICAL SCHEDULE
Circ
Description
B k r Amp
Wire Ga
Volts
I
Gen Light
15
14
115
2
Gen Light
15
14
115
ELECTRICAL PLAN
NOTE: FEEDER WIRES IN JUNCTION BOX TO BE FIELD
CONNECTED TO POWER SOURCE FROM EXISTING
APPROVED STRUCTURE OR SEPARATE INDIVIDUAL
SOURCE PER LOCAL CODES
SWITCHES MAY BE RELOCATED (AS SHOWN)
BUT MUST COMPLY WITH N.E.C.
APPROVAL
CHARIOT
�
EAGLE
L laIli*7
OCAL A ) FLORIDA
AGENCY APPROVAL:
)ese prints comply with the
-lorida Manufactured Building
Act of 1979 Construction Code-,
and a6cre to the following
TITLE
F L O O R PLAN , ELECT ., DUCT
criteria:
coo"O. 1'ype _ _
MODEL
10 3 2 - 1
tr+3i'J •+h' ��: C'Ho�
of 'i0l, s _. l_._.,...
i•�r'.: .�;og or
E-0. " o __.-
REV DATE
REV DATE
DATE
12 - 28 - 89
SCALE
�I ��
1 / q - I - 0
Plan 1941---? I
All 40
DRAWN BY
CHECKED BY
ow� ua-
Apprcval � &&te 1- Al -g ° S P E L L
Manuf. Gi WRIC)T 1=�1 �-E
DRAWING NO
HWC SHEET I OF 2
H .V. A. C . PLAN NOTE : DUCT MAY BE RELOCATED IN FLOOR,
REGISTERS MAY VARY IN LOCATION
a
4
RIGHT ELEVATION
-LEFT ELEVATION.
(FIELD__"INSTALLED)____—— REQUIREMENTS '-"-
A
D C, TO BE FIELD INSTALLED A KI n ki
COMPLY WITH LOCAL CODE REOH I REMEN
REAR ELEVATI-ON
FRONT ELEVATION
APPROVAL
APPROVAL
CHARIOT EAGLE
AG
OCALA , FLORIDA
TKeso com,)IY wifh the
Flnrjc,��' a'- cfvr,�d Bul"Iding
Act o,� I r., " ,,"
- , - - "on Codes
f'llnwing
TITLE:
E E
ELEVATIONS
MODEL
1032-1
of F:
FX+.
Plan
Allow.
AFprovell
MAF.uf.
REV. DATE
REV, DATE
DATE
SCALE
Of$
DRAWN BY
SPELL
CHECKED BY
jSHEET 2 OF A2
DRAWING NO.
0 v
J
�a
APPROVED TRUSS AT IG" O.C. DIRECTLY OVER
WALL STUDS OR TOP PLATE MUST BE DOUBLED
(12" O.C. WHEN WALL STUDS ARE 12" O.C.)
235 Ib. FIBERGLASS SHINGLES ON 2 LAYERS OF
15 Ib FELT IF ROOF PITCH IS LESS THAN 4 12 ON
7/ IG" ORIENTED STRAND BOARD, RATED SHEATHING —�
EXPOSURE 1, 24/16
ALUMINUM DRIP EDGE CONT. (TYP)
1 1/2" X 30 GA. GALV.
STEEL STRAP AT IG"
O C. MAX. (TYP)
SEE DRAWING R-3 -
2 X 4 OUTSIDE RAIL �
CON T.
OPTIONAL OVERHANG
(SEE DRAWING R-2 )
ALL WINDOWS SIZED TO
MEET REQUIRED GLAZE
AREA AND VENT
(AND EGRESS AS REQ' D)
VINYL SIDING (TYP)
I X 2 CONT BELT RAIL
(TYPICAL)
28"
ELECTRICAL DADO WITH MAX.
WIRE PROTECTOR
2 X 4 BOTTOM PLATE CONT.
METAL BOTTOM PAN OR
SIMPLEX BOARD
MAIN "I" BEAM (TYP.)
8" X IG" X 16" CONC. FTG.
(TYP.) TO BE REINFORCED
PER LOCAL CODE REQUIREMENT
AND MUST BE BELOW FROST
LINE
ATTIC NET VENTILATION REO.UIREMENT OF 1/150tn OF ROOF AREA IS
ACCOMPLISHED BY SOFFIT VENTS AT EACH ENDWALL OVERHANG -7
12"
3.3" R.P.
R-19 CEILING INSULATION (TYP.) INTERIOR WALL FINISH
TO BE OF CLASS "C"
1/2" MINERAL FIBERBOARD EXCEPT HALLWAYS TO
BE OF CLASS " B"
SINGLE 2 X4S.P-F42 TCP PLATE CONT. TYP
2- 2 X HEADER V// 1/2" PLYWOOD
FILLER SIZED PER OPENING
1/8" X 3/4' PUTTY TAPE OR EQUIV,
84 CONT AROUND ALL WINDOWS AND
DOOR PENETRATIONS
�2 X 4 WINDOW SILL
t
PUTTY TAPE , FOAM TAPE ) CAULKING
OR EQUIV. CONT SEAL AROUND ENTIRE
LENGTH AND WIDTH OF UNIT BETWEEN
130TTOM PLATE k FLOOR - TOP PLATE
AND CEILING BOARD AND SIDEWALLS
TO END WALL
PARQUET WOOD FLOORING CARPET OR
ROLL GOODS STANDARD FLOOR COVERING
3/4" PLYWOOD DECKING
to
a
18„
R - 7 FLOOR INSULATION MIN,
TYPICAL_
34"
CLASS I FIBERGLASS MAX.
DUCT BOARD
11
CROSSMEMBER AT 48" �! v
O.C. MAX.' (TYP)
12'' MIN.
BELOW FROST
LINE
NOTE-
I.SEE DRAWING NO. FD-1 FOR FOUNDATION DETAILS WITH OUTRIGGERS
AND CROSSM EM BERS @ 24" O-C. MAX,
2.SEE DRAWING NO, FD-2 FOR FOUNDATION DETAILS WITH OUTRIGGERS
AND CROSSMEMBERS 4 48" O,C MAX.
NOTE
TIRES AND AXLES OMITTED FOR CLARITY
AND SERVE FOR TRANSPORTATION PURPOSES ONLY.
)m,,
NOTE:
ALL DESIGN AND CONSTRUCTION OF ATTACHMENT TO THE
EXISTING STRUCTURE IS BY OTHERS,ON SITE, SUBJECT TO
LOCAL APPROVAL. EXISTING STRUCTURE MUST BE CAPABLE
OR BE MADE CAPABLE OF RECEIVING HORIZONTAL WIND FORCE
IMPOSED ON THE ADD -A -ROOM.
-----ALUMINUM DRIP EDGE CONT. (TYPICAL)
3/4" GANGLAM OR GLUE LAMINATED RIDGE BEAM CONT.
1 1/2" X 30 GA. GALV. STEEL STRAPS AT 16" O.C. MAX.
TYPICAL FOR OPEN SPANS SEE STRAP REQUIREMENTS
ON DRAWING NO. R-3
SINGLE 2 X 4 TOP PLATE CONT.
EXTERIOR FINISH TO BE OF VINYL SIDING WHEN
EXPOSED TO THE OUTSIDE AND/OR PANELING WHEN
EXPOSED TO THE INSIDE
in
-NEXT. WALL SHEATHING TO BE 3/6" MIN- EXPOSURE
I PLYWOOD OR INSULATIVE STRUCTURAL 13.0ARD
(SILVERLINING GRADE RED) NOTE: APPROVED VAPOR BARRIER ON
INSIDE WALL IS REQUIRED WHEN SILVERLINING IS USED
WALL INSULATION (TYP)
2 X 4 S.P. F. #2 STUDS C IG" 0. C. (TYR)
m
-- 2 X 4 BOTTOM PLATE CONT.
r DOUBLE
-2 X G FLOOR J01 ST 2G" O.C- MAX. (TYP)-
�— ALL BUTT JOINTS SHALL BE LOCATED DIRECTLY OVER PIERS
OUTRIGGER @ 46" O.C. (TYP)
—PT. SHIM FOR LEVELING -(OR EQUIVALENT)
—2' X 8" X IG" PT SILL PLATE (TYP.)
— 8" X 8" X IG" CONC. MASONARY UNIT
TYPICAL (SEE FOUNDATION PLAN )
— PERIMETER PIER NOT SHOWN —SEE FOUNDATION PLAN FD-2
FOR LOCATIONS AND SPECIFICATIONS
APPROVAL APPROVAL CHARIOT A L ir E G E
OCALA ) FLORIDA
T I T L E
CROSS- SECTION
MODEL
- TYPICAL
REV BY
REV DATE IO- 9-89 REV DATE
t!5 DATE SCALE
0 05 -31-89 3/4" = 1'-0"
�q�r7-o1 DRAWN BY CHECKED BY
�-o
SPELL
G.k1 ALA' i d7T EAc4Lra DRAWING NO
SHEET I OF (5 CS - I
2'- 0" FROM END
OF "I" BEAM MAX
2'- O' G' _ 0„ G' 0„
MAX. TYP. MAX. TYP.
MAX. TYP.
G'- 0
MAX. TYP.
NOTE; ,-----, , -----, ----, �- ---; ,-- --I
THIS FOUNDATION PLAN MAY BE USED
WHEN OUTRIGGERS AND CROSSMEM-
BERS ARE SPACED 2'-0" O.C. MAX
IOTE 5
)TIE DOWN STRAPS TO BE WRAPPED AROUND "I" BEAM AND
FASTENED TO STEEL. ANCHORS AT 4'-0" O.C. (ON BOTH "I"
BEAMS)
TIEDOWN STRAPS SHALL BE
1 1/4" X .035" GALV. STEEL
MIN. TYPE I , CLASS B, GRADE
I, OR AN EQUIVALENT STRAP
WITH AN ULTIMATE LOAD
CAPACITY OF 4725 Ib's.
10" DIA. X 18" DEEP e
CONCRETE COLLAR ---�-- °
n
0
V BEAM (TYP)
450
WOOD SHIMS
2 X 8 X IG PT WOOD SILL PL ATE
8" X S"XIG" CONCRETE MASONARY
UNIT ON 8' X ISO" X 24" CONC. FTG.
AT G'-O" ON CENTER
--STEEL ANCHOR TO BE CERTIFIED AND TESTED
TO WITHSTAND 4750 lb. UPLIFT MIN.
OPTION "A" - DIRECT SOIL APPLICATION
G' 0'
MAX. TYP.
TIEDOWN STROPS SHALL BE
1 1/4" X .035" GALV STEEL MIN,
TYPE I , CLASS B , GRADE I
OR AN EQUIVAL ENT STRAP 45°
WITH AN ULTIMATE LOAD
CAPACITY OF 4725 Ib's
G'- 0" — I 2'. 0„
MAX. TYP.
i I
8"X8"XIG"
CONCRETE
AA A C/l Al A 171. V
"I" BEAM (TYP)
45°
0
8"XIG" X 24" CONC. FTG, (TYP) OR
MIN. 4" CONC. SLAB WITH G"X G"
10/10 W.W.M. CONTINUOUS UNDER
BUILDING PER LOCAL CODE
REQUIREMENTS. SLAB SHAD COVER
ALL AREA UNDER ADD -A -ROOM ,
i 1 AS A MINIMUM
WOOD SHIMS
2"X 8" X IG" PT. WOOD SILL PLATE
k3"X 8"X IG" CONCRETE MASONARY
UNIT ON EXISTING SLAB AT
G'- O ON CENTER PER LOCAL
CODE REQUIREMENTS
4" CONC. SLAB W/ G" X G" 10 / 10
W.W.M. (MIN,) WHEN MICS 2 ANCHOR BOLTS
5/8" X 3 1/2" PHILLI PS ANCHOR BOLT ARE USED , OR WITH # 4 REBAR AT' 12" O.C.
WITH STANDARD ANCHOR HEAD (MODEL EACH WAY WHEN HN5630 ANCHOR BOLTS ARE
NO. DTH -HEAD WITH HN5830 ANCHOR USED.
BOLT) OR TIE DOWN ENGINEERING, INC.. 4" MIN. FROM EDGE OF SLAB AND SUBJECT
PATIO SLAB ANCHOR W/ EXPANSION BOLT TO LOCAL CODE REQUIREMENTS
( MODEL NO. MICS 2)
NOTE:
TIE DOWNS TO BE WRAPPED AROUND BOTH
I" BEAMS AND FASTENED TO STEEL ANCHORS
AT 4'-0" O.C. ON OUTSIDE AND 8'-0" O.C.
OPTION ''B"-EXISTING SLAB APPLICATION INSIDE
APPROVAL
APPROVAL
tw
CHARIOT EAGLE
OCALA , FLORIDA
TITLE
FOUNDATION PLAN
MODEL
TYPI CAL
10-31-89 12-12-8
REV. DATE 10- 9-8REV- DATE
DATE SCALE
3/8 1' G"
DRAWN BY CHECKED BY
SPELL
SHEET 2 OF 15 DRAWING NO
FD-I
s
�o-U MAA, ITN.
b-U MAA. ITN.
%o-U MAA. ITF.
lo-U MAC. ITF.
lD U MAA. ITN.
to U MAX. ITN. 0 A Xlb UUNU. tiLU(-r\ UN
8" X 16" X 16" CONC. FTG. TYP.
PERIMETER PIER FOUNDATION
PER LOCAL CODE REQUIREMENTS
■
■
■
■
j 2'- 0" FROM E N D
OF I BEAM MAX. TYP.
i
140"
76"
1 2-0"
8'- O" MAX. 7YP.
�
I 8'- O" MAX. TYP.
8'- O" MAX. TYP.
8'- O" MAX. TYP. �
2�-O'J
TYP.
TYP.
I I
8" X 8" X 16" CONC. BLOCK ON
8" X 16" X 16" CONC. FTG. TYP.
INTERIOR PIER FOUNDATION
PER LOCAL CODE REQUIREMENTS
"I" BEAM
—OR —
8" X 8" X 16" CONC. BLOCK ON MIN.
_
_
OF 4" CONC. SLAB WITH G" X G"
'
10/10 W.W.M. CONTINUOUS UNDER
BUILDING PER LOCAL CODE
REQUIREMENTS. SLAB SHALL COVER
32"
ALL AREA UNDER ADD -A - ROOM AS
TYP
; ---;
,-----,
,-----,
r----, ----,
,-----,
,----,
)
A MININUM
NOTE:
THIS FOUNDATION DETAIL IS FOR MANUFACTURED BUILDINGS
WITH CHASSIS -OUTRIGGERS AND CROSSMEMBERS AT 48" O.C. MAX.
SEE DRAWING NO FD I FOR FOUNDATION DETAILS WITH OUTRIGGERS
AND CROSSMEMBERS AT 24" O.C. MAX.
TIE DOWN STRAPS TO BE WRAPPED AROUND I BEAM AND
FASTENED TO STEEL ANCHORS AT 4'-0" O.C. (ON BOTH "I'' BEAMS)
„I" BEAM (TYP.)
TIEDOWN STRAPS SHALL BE 45° III
1 1/4" X 035" GALV STEEL 1
MIN TYPE I , CLASS B, GRADE
I, OR AN EQUIVALENT STRAP
WITH AN ULTIMATE LOAD
CAPACITY OF 4725 Ib's
0
°
I
10" DI A. X 18" DEEP
CONCRETE COLLAR
' e
0
WOOD SHIMS
2"X B" X IG" PT. WOOD S 1 LL P L ATE
8"X 8"X16" CONCRETE MASONARY
UNIT ON 8" X 16' X IG" CONC. FTG.
AT 8'-0" ON CENTER PER LOCAL
CODE REQUIREMENTS
STEEL ANCHOR
TO
BE
CERTIFIED AND TESTED
TO WITHSTAND
4750
lb
UPLIFT MIN
OPTION "A" - DIRECT SOIL APPLICATION
"I" BEAM (TYP.)
TIEDOWN STRAPS SHALL BE
1 1/4" X .035" GALV. STEEL MIN.
TYPE I , CLASS B , GRADE I ,
OR AN EOUIVALENT STRAP 450
WITH AN ULTIMATE LOAD
CAPACITY OF 4725 Ib's
WOOD SHIMS
2"X8" X 16PT. WOOD SILL PLATE
45°
8" X 8" X 16" CONCRETE MASONARY
UNIT ON EXISTING SLAB AT
- 8 -O ON CENTER PER LOCAL
CODE REQUIREMENTS
/� —�--
�- -_ -- --v
a e
-- - - �-
a �4' CONC. SLAB WITH 6"X
G" 10/ 10 W.W.M.
(5/8"
(MIN.) WHEN MICS 2 ANCHOR
BOLTS ARE
X 3 1/2" PHILLIPS
ANCHOR BOLT
USED, OR WITH # 4 REBAR
AT 12" O.C. EACH
WITH STANDARD ANCHOR HEAD (MODEL
WAY WHEN HN5830 ANCHOR
BOLT ARE USED
NO. DTH -HEAD WITH
HN5830 ANCHOR
�4" MIN. FROM EDGE OF
SLAB AND
BOLT ) OR TIE DOWN
ENGINEERING, INC..
SUBJECT TO LOCAL CODE
REQUIREMENTS
PATIO SLAB ANCHOR
W/ EXPANSION BOLT
MODEL NO. MIC52)
NOT E.
TIE DOWNS TO BE WRAPPED AROUND BOTH
"I- BEAMS AND FASTENED
TO STEEL ANCHORS
AT 4'-0" O.C. ON OUTSIDE
AND 8'-0" O.C.
IND
SIE
OPTION "B"-EXISTING
SLAB
APPLICATION
APPROVAL APPROVAL
Ir CHARIOT EAGLE
OCALA , FLORIDA
TITLE
FOUNDATION PLAN
MODEL
12 z1-sq TYPICAL
x,, l0-31-89 12-12-89
4
" REV. DATE IO-9-69 REV. DATE
DATE SCALE
3/8" = 1 0"
DRAWN BY CHECKED BY
SPELL
SHEET 3 OF (5 DRAWING NO
FD-2
'q -
EXISTING
APPROVED
STRUCTURE
1/2" NUT AND BOLT
WITH WASHER C8'-0" O.C.
Y.'
ADD -A- ROOM
/OPT. 5/IG" X 3" LAG THRU
CLIP INTO RIM JOIST
OUTRIGGER
ADD -A - ROOM
ASPHALT OR FIBERGLASS SHINGLE
RIDGE CAP CONT.
APPROVED o METHOD #1
SEALANT G" X 30 GA. GALV. RIDGE CAP W/ I" GALV.
TYP, CONT. ROOFING NAILS 4" O.C. FULL LENGTH
( BOTH SIDES)
METHOD # 2
�— 5/IG" X 6" LAGS e 32" 0. C. STAGGERED I N
PREDRILLED HOLES
EXISTING
APPROVED
STRUCTURE if
EXISTING
APPROVED
STPUCTU RI
APPROVED
TRUSS AT
I G" 0. C. (OR 12" O.C.)
ADD -A- ROOM
NO. 8 X 3" SCREWS THRU 2 X INTO
BOTTOM CHORD OF TRUSS (BOTH SIDES)
ADD -A-ROOM
NO. 8 X 3" SCREWS 8 12" O.C. STAGGERED
ANGLED THRU STUDS AT END OF CLEAR SPAN
OPENING (FOP FASTENING TWO HALF TOGETHER)
APPROVAL
APPROVAL
CHARIOT EAGLE
AGENCY APPROVAL
OCALA , FLORIDA
IT
RAP
,as* arofawith
of 1979 Constructlob Codes
+�►d adhere to the followlpq
*asr�o
Goort. Typr
I T L E SET-UP INSTALLATION
DETAIL S
MODEL
TYPICAL
Ai"able No.
of Floor s
A/ind Vul"ity
R E V. D AT. E
REV. BY
REV. DATE
DATE
0 6 - 15 - 89
SCALE
1 1/2 1 ' - 0"
f;re Rattri, of
Evt. Walls
PI -in No.
DRAWN BY
SPELL
CHECKED BY
L E
OVER
TYP.)
INSTALL
.A'�nw. Flaw Load 40
A,aprovel Data t o- lo_ a 9
Ilvf m• � f. G.tES CPC LE.
if wC '
SHEET 15 OF 15
DRAWING SU I
Cl-/
CQ
1
1
all
m
�}
I
k�
qr
r;r G�
v
■
I
I
r r�
FOR OFFICE USE ONLY
SPECIAL AP-PROVALS
REQUIRED
)(( J}��j VEGETATION
K NVIRONMENTAL
PLANNING/SITE PLAN
CODE ENFORCEMENT
USA
TAZ
WATER SUPPLIER
SEWER SUPPLIER
DER CERTIFICATION
FL DNR (CCCL)
FL DOT
SLC DRIVEWAY PER__
SLC STORMWATER PER
MANGROVE ALT
SEA TURTLE PROT
DATE RECEIVED NOT REQUIRED
REQUIRED FEES
L/y
BP VALUE $
PLANS EXAMINING FEE 1$ 6V Q RADON FEE:.
ROAD IMPACT FEE $ 1
ROAD IMPACT DISTRIC_T_• G ROAD IMPACT ZONE.
ROAD IMPACT CREDIT: ,Y,,E\\Sl: NO:
SCHOOL IMPACT FEE $ �y ` DATE PAID: CHK#
SCHOOL IMPACT CREDIT:' YES: NO:
SCHOOL BOARD APPROVED EXEMPTION: YES: NO:
ALTERNATIVE DEV. FEE $ DATE PAID: CHK#
ALT. DEV. FEE ZONE:
SUB PERMITS
REQUIRED NOT REQUIRED
GAS
--AIR-CONDITIONING-------- --_----:------- - -- -- .-___--- .___._.__._ __... :. ___._..------
ELECTRIC
PLUMBING
SCREEN ENCL/FENCE �__ - ----
ZONING CHECK$
BBL Z---LOT COVERAGEy EASEMENT 2� SPLITS
s
c4Uwit Y�
STATE OF FLORIDA
DEPARTMENT OF COMMUNITY AFFAIRS
2 7 4 0 C E N T E R V I E W DRIVE
• T A L L A H A S S E
E, F L O R I
D A 3 2 3 9 9
BOB MARTINEZ
THOMAS G. PELHAM
Governor
August 31,
1989
Secretary
Mr. Robert Holliday
Chariot Eagle, Inc.
2402 NW Sixth Street
Ocala, FL 32674
Re: Add -A -Room Approval based on the
85-S.C.'s with 1986 Revisions
Mfgrs. I.D. No.: CEI-163
Plan Approval No.: 89-163-AAR
This Approval Expires December 31, 1990
Dear Mr. Holliday:
I am pleased to inform you that the Department of
Community Affairs has granted Chariot Eagle approval to
manufacture Add -A -Rooms for installation throughout the State of
Florida except the Florida Keys. This approval is granted
pursuant to inspection of your submitted plans which were found
by this Department and your inspection/plans review agency to be
in compliance with the applicable codes.
Provisions for resistance to uplift and overturning are
approved so long as the .Add -A -Rooms is tied down on an adequate
foundation, in accordance with the approved plans and
specifications.
A copy of this letter must be attached to the approved plans
when making application for local building permits.
Sincerely,
Lawrence H._Jordan
Planning Manager
Manufactured Buildings Program
LHJ/jf
cc: HWC
EMERGENCY MANAGEMENT • HOUSING AND COMMUNITY DEVELOPMENT 9 RESOURCE PLANNING AND MANAGEMENT
STATE OF FLORIDA
DEPARTMENT OF COMMUNITY AFFAIRS
2 7 4 0 C E N T E R V I E W DRIVE • T A L L A H A SSE E, F L O R I D A 3 2 3 9 9
�� TINEZ November 13 , 1989 THUnI.aS G. NELHAM
SrUr4i y
Mr. Robert Holliday
Chariot Eagle, Inc.
2402 NW Sixth Street
Ocala, FL 32674
Re: Add -A -Room Approval based on the
85-S.C.'s with 1986 Revisions
Mfgrs; I.D. No.: CEI-163
Plan Approval No.: 89-163-AAR
This Approval Expires December 31, 1990
Dear Mr. Holliday:
I am pleased to inform you that the Department of
Community Affairs has granted Chariot Eagle approval to
manufacture Add -A -Rooms for installation throughout the State of
Florida. This approval is granted pursuant to inspection of
your submitted plans which were found by this Department and your
inspection/plans review agency to be in compliance with the
applicable codes.
Provisions for resistance to uplift and overturning are
approved so long as the Add -A -Rooms is tied down on an adequate
foundation, in accordance with the approved plans and
specifications.
A copy of this letter must be attached to the approved plans
when making application for local building permits.
Sinc ''ely,
wrence H. Jordan
Planning Manager ,
Manufactured Buildings Program
LHJ/jf
cc: HWC
EMERGENCY MANAGEMENT • HOUSING AND COMMUNITY IDEVELOPMENT • RESOURCE PLANNING AND MANAGEMENT
REPORT NO.:
MANUFACTURER:
ENGINEERING • INSPECTIONS
CERTIFICATIONS 0 TESTING
CERTIFICATION
1947-01
Chariot Eagle, Inc.
DATE: 8/17/89
2402 N.W. 6th St.
Ocala, FL 32675
i
HILBORN, WERNER, CARTER & ASSOCIATES, INC. hereby certifies
I
that it has examined the documents included in and referenced
in this report and that manufactured structures built in
accordance with this report comply with the applicable sections
of the following Standards:
-Florida Manufactured Building Rules and Regulations
-Florida Accessibility Codes & Standards, Part V
-Life Safety Code, 1985 Edition
-National Electric Code, 1984 Edition
-Standard Building, Plumbing, Mechanical, & Gas Codes
1985 Editions with 1986 Revisions
SIGNED BY: �ttti�
,— DATE:
Manuel Cordero
PROJECT ENGINEER
8/17/89
for HILBORN, WERNER, CARTER & ASSOCIATES, INC.
Kenneth A. GodfrwP.
VICE PRESIDENT AUG 30 1989
DIRECTOR OF MODULAR DEPARTMENT
&ANUFACJ&D W1LWaCS
HILBORN, WERNER, CARTER AND ASSOCIATES, INC.
1627 SOUTH MYRTLE AVENUE CLEARWATER, FLORIDA 34816
(813) 584.8151
SUMMARY
The Legislature, by enacting Chapter 71-172, is%•rs
of Florida, has preempted local authorities from
regulating the manufacture or construction of
factory -built housing units, preserving only to
local units of government the authority to control
-the on -site installation -or placement of the
factory -built housing units.on a parcel of land.
Local governments Dave the authority to promulgata
land use and zoning'' requireir.=nts, site development,
subdivision control,, on -site installation require-
ments and aesthetic requirements. Hmvever, such
requirements which relate to transportation, erec- -
tion and use shall be uniformly applied and
enforced without distinction as to whether such
factory -built housing is manufactured or built in
a conventional manner, and must not discriminate
against factory -built housing.
' Sincerely, � � - •
Robert L. Shevin r
Attorney General
Prepared b& : r a
Ira
Pa 1 W . Ji ambcrt
Assistant Attorney General '
Pk.