HomeMy WebLinkAbout2100 Country Club Rd (2)C-Ag3013
Permit # : 3 �c- ► 1- Jy - - td
Job Address: X14 () 1
Description of Work:
Historic District
CITY OF SANFORD PERMIT APPLICATION
No & . / . nate: ZI 10 6, RECEIVED
w/ dA Total Square Footage M V U 2006
Zoning Value of Work: S 'Wee. 00
Permit Tvpe: Building '--Electrical Mechanical Plumbing Fire Sprinkler -Alarm Pail
Electrical: New Sen -ice - = of AMPS Addition Alteration Change of Service Temporary Pole
Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy- Calc. Required)
Plumbing/ Ne.. Commercial: # of Fixtures = of Water fi Seiver Lines = of Gas Lines
Plumbing/New Residential: = of Water Closets Plumbing Repair - Residential or Commercial _
Occupancy Tvpe: Residential Commercial Industrial
Construction Tvpe: # of Stories: = of Dwelling Units:
Owners Name &
e1.1'oo
Contractor Name & Address
LL C
Flood Zone: (FEALa form required )
Phone: �&Z 3z�-
/0 f AlrI F State License Number: W L o 611(9 �4
Phone & Fax: &�07 Person: .d!lLt4 Phone: X27 7-4L7�a
Bonding Company:
T
Address:
Mortgage Lender:
Address: q�
Architect/Engineer: Phone: � CZy v
Address: a -f c z / 2�y � `T
yGOFas: ✓ 7 ✓ Z / O
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the
issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate
permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and
AIR CONDITIONERS, etc.
OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all wank will be done in compliance with all applicable laws regulating
construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING
TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN
ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.
NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this
this county, and there may be additional permits required from ather govausmial entities such as j&wW man
APPROVALS: ZONING:
Special Conditions:
Rev 032006
found in the public records of
e agencies, or federal agencies.
3-
S7
ABBREVIATIONS (NOT ALL ARE USED)
ACT
acoustic -ling file
HT or H
height
A.F.C.
ab.. finished ceiling
ID
Inside diameter
A.F.F.
oboe finished Aoo
INSUL
Insulation
ALT
alternate
L
length
ALUM
dumnum
LAV
lawlory
B/
bottom o1
MAX
ma aim m
BDboard
MECH.
mechanic (d)
BLDG.
bul ling
MFR
monarz— (w)B.o.
REMAIN, SNAD AND
by others
MTL
meta
W
aontrd 'pint
MIN
Minimum
CL
centerline
MISC
miscellaneous
CLG
ceAnq
N.I.
not in —t,.ct
CLO
doses
NO. OR /
numb
CLR
clear
cle
NTS
not toer
=as
COL
column
O.C.
on cents (S)
CONC.
vete
DD
outside diameter
CONT.
continue (qus)
OPP
oppa,Re
CPT
carpet
P -LAM o PL
plastic laminate
CT
ceramic IA.
PT
point
D
doth
RAD
r di..
DET
detail
REQ'D
reauired
DIA
diameter
REV
on (s) revisal
DIM
dimension
Sc
solid cv
ON
dorm
SD
smoke detector
DMC
d—ing
SHT
sheet
EA
loch
SIM
wmil.,
EJ
expansion joint
SPEC
specification (s)
EL
elevat—
SQ
.quay.
ELEV
elevator
SS
stainless steel
EO
aqud
STL
steel
EQUIP
equipment
T/
top of
Eller
.-Irk role, coda
TEMP
tempered
EXIST
existing
T1'P
tpical
FD
It: drain
U.O.N. or U.N.O.tp)'=c
otherwise noted
FEC
fire extinguisher cabinet
VOT
vinyl composition tae
FE
brack.t mounted fee ..tnguish.r
VERT
"'tical
FIN
finish (ed)
MD
rooa
FL
fioo
W
.idth
FT
toot/feet
W/
with
GA
gage• 9-9.
W/o
.ith—t
GC
general controcto
GFNFRAI NATFS-
THE FATHERS TABLE
ES
BAKERYSTRUCTURAL GENERAL OTDRAWINGS SHALL BE USED IN CONJUNCTION
SANFORD FL
N SURVEY PROVIDED BY OWNER
Q%I) EXISTING SITE INFORMATION
CS100
SCALE: 1/4" = V-0'
ALL SETBACKS ARE EXISTING AND LEFT UNTOUCHED —
ZONING IS NOT AN ISSUE. THE CONTRACTOR SHALL TEMPORARILY BRACE AND/OR
SHORE EXISTING AND NEW CONSTRUCTION AS REQUIRED
TO ENSURE THE STRUCTURAL STABILITY IS NOT
COMPROMISED. BRACING AND/OR SHORING SHALL REMAIN
IN PLACE UNTIL THE STRUCTURAL WORK HAS BEEN
INSPECTED BY THE BUILDING DEPARTMENT AND/OR BY
A TESTING AGENCY, AND CERTIFIED TO BE IN
SUBSTANTIAL COMPLIANCE WITH CONSTRUCTION
DOCUMENTS.
GENERAL PARCEL ID: 35-19-30-300-032C-0000
OWNER: MG REAL ESTATE LLC
OWN/ADDR: C/O BOB HOLZAPEL
MAILING ADDRESS: 2100 COUNTRY CLUB RD
CITY,STATE,ZIPCODE: SANFORD FL 32771
PROPERTY ADDRESS: 2100 COUNTRY CLUB RD
SANFORD 32771
FACILITY NAME: THY FATHER'S TABLE
THE STRUCTURE IS DESIGNED TO BE SELF—SUPPORTING
AND STABLE AFTER THE BUILDING IS COMPLETE. IT IS
THE CONTRACTOR'S SOLE RESPONSIBILITY TO DETERMINE
ERECTION PROCEEDURES AND SEQUENCE TO INSURE
SAFETY OF THE BUILDING AND ITS COMPONENTS DURING
ERECTION. THIS INCLUDES THE ADDITION OF NECESSARY
SHORING, SHEATHING, TEMPORARY BRACING, GUYS OR
TIEDOWNS.
DEMOLITION
THE CONTRACTOR SHALL, BEFORE COMMENCING WORK, REVIEW ALL PLANS, NOTES,
GENERAL CONDITIONS, AND SPECIFICATIONS AND VERIFY ALL GOVERNING DIMENSIONS ON
THE JOB SITE. HE SHALL EXAMINE ALL ADJOINING AREAS OR AREAS UPON WHICH THE
PERFORMANCE OF HIS WORK IS IN ANY WAY DEPENDENT. ALL VARIANCES OR
DISCREPANCIES SHALL BE REPORTED TO THE ARCHITECT PRIOR TO FABRICATION OR
ERECTION OF WORK IN QUESTION. ANY VARIANCES OR DISCREPANCIES IN THE
DOCUMENTS NOT REPORTED IMMEDIATELY SHALL BECOME THE RESPONSIBILITY OF THE
CONTRACTOR.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR DISTRIBUTION OF DRAWINGS TO ALL
TRADES UNDER HIS JURISDICTION.
DO NOT SCALE DRAWINGS -- DIMENSIONS SHALL GOVERN. DETAILS SHALL GOVERN
OVER PLAN AND ELEVATION DRAWINGS. LARGE SCALE DETAILS SHALL GOVERN
OVER SMALL DETAILS. ANY CONDITIONS FOR WHICH A DIMENSION IS REQUIRED BUT
NOT PROVIDED SHALL BE REFERRED TO THE ARCHITECT.
ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE RULES AND
REGULATIONS OF THE AUTHORITY HAVING JURISDICTION AND SHALL CONFORM TO
ALL SAFETY AND SANITARY LAWS, CITY, COUNTY, STATE, AND/OR FEDERAL
ORDINANCES WHICH APPLY.
ALL WORK SHALL BE ERECTED AND INSTALLED PLUMB, SQUARE, LEVEL, AND TRUE
AND IN PROPER ALIGNMENT.
ALL MATERIALS SHALL BE NEW, UNUSED, UNLESS OTHERWISE NOTED. ALL
MANUFACTURED EQUIPMENT, MATERIALS, AND FINISHES SHALL BE INSTALLED OR
APPLIED ACCORDING TO THE MANUFACTURER'S WRITTEN RECOMMENDATIONS,
COORDINATE ALL ROUGH OPENING DIMENSIONS FOR WINDOWS, DOORS AND OTHER
SIMILAR ITEMS PRIOR TO SUBMITTING MATERIALS ORDER.
THE ARCHITECT IS NOT RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS,
TECHNIQUES, SEQUENCES OR PROCEDURES, OR FOR SAFETY PRECAUTIONS OR
PROGRAMS IN CONJUNCTION WITH THE WORK, FOR THE ACTS OR OMISSIONS OF THE
CONTRACTOR, SUB—CONTRACTOR, OR ANY OTHER PERSONS PERFORMING ANY OF THE
WORK, OR FOR FAILURE OF ANY OF THEM TO CARRY OUT THE WORK IN
ACCORDANCE WITH THE CONTRACT DOCUMENTS.
ARCHITECT IS NOT RESPONSIBLE FOR EXISTING CODE DEFICIENCIES IF ANY, SCOPE
OF WORK ONLY REFERS TO AREAS OF IMPROVEMENTS OR REPAIRS AS DEFINED IN
THE ARCHITECTS SCOPE OF WORK. TYPICAL ALL SHEETS THIS JOB.
ARCHITECT IS NOT RESPONSIBLE FOR BUILDINGS ENVIRONMENTAL STATE OR
CONDITION. IT IS THE RESPONSIBILITY OF THE OWNER/CONTRACTOR TO HIRE A
INDUSTRIAL HYGIENIST TO REVIEW AND CERTIFY THE BUILDING FOR
ENVIRONMENTAL SAFETY, CLEANLINESS IF REQUIRED TO DO SO.
ALL WOOD IN CONTACT WITH EARTH OR CONCRETE SHALL BE PRESSURE TREATED
IN ACCORDANCE WITH A.W.P.B. STANDARDS. ALL METALS SHALL BE ISOLATED FROM
DISSIMILAR METALS BY AN INERT ISOLATION MATERIAL, AS REQUIRED TO PREVENT
GALVANIC CORROSION.
COMPLY WITH THE ADA CODE WITH RESPECT TO DESIGN AND DIMENSIONAL
STANDARDS FOR ACCESSIBLE BLDG. ENTRY, TOILET ROOMS DIMENSIONS AND
FIXTURES, AUDIBLE/VISIBLE ALARM DEVICES, ETC.
ALL FEES, TAXES, PERMITS, APPLICATIONS, CERTIFICATES, AND THE FILING OF ALL WORK
WITH GOVERNMENTAL AGENCIES SHALL BE THE RESPONSIBILITY OF THE GENERAL
CONTRACTOR.
ALL DIMENSIONS. ROOF SLOPES, ETC SHALL BE FIELD VERIFIED BY CONTRACTOR,
DIMENSIONS ARE BASED ON AS—BUILTS SUPPLIED BY OWNER OF BLDG,
FBC-2004 WALL DESIGN
WIND PRESSURES
AND SUCTIONS
_
MIND PRESSURE
AND SUCnoN (PSF)
TRIS AREA (.I . sn,orzs v.mua
(SO FEET) (-) vru oprorts axn:w
Q
10 0.C.)2L
(-)23.6)21 8 -1"-)29.1
20 (.)20.8 C.)
(-)2 . Kik. 7
50 U)I P
l00
(-)20.4 (-)226
IBES.
L. - 42 ft
LEGAL DESCRIPTION SEC 35 TWP 19S RGE 30E BEG INT N LI
COUNTRY CLUB RD & WLY LI OLD ACL R/W RUN N 36 DEG 21 MIN
53 SEC E 468.17 FT W 800.38 FT S 377 FT ELY ALONG N LI OF
COUNTRY CLUB RD TO BEG
FLORIDA BUILDING CODE 2004
BUILDING 2004
MECHANICAL 2004
ELECTRICAL 2004
PLUMBING 2004
2004 FLORIDA FIRE PREVENTION CODE
WITH ARCHITECTURAL, AND SITE DRAWINGS.
NATIONAL ELECTRIC CODE, 2002
CONDITIONSALL DIMENSIONS AND
210 0
COUNTRY
CLUB
ROAD
BROUGHT
F IELD. ANYHE
REMOVE ALL EXISTING
TTHE
AT ENTION OFSTHE EACIESNGINEERHBEFORBE
E ROCEE INGO
INFILL BLOCK AND PREP
EXISTING OPENING FOR
WITH THE AFFECTED PART OF THE WORK.
SANFORD FL
N SURVEY PROVIDED BY OWNER
Q%I) EXISTING SITE INFORMATION
CS100
SCALE: 1/4" = V-0'
ALL SETBACKS ARE EXISTING AND LEFT UNTOUCHED —
ZONING IS NOT AN ISSUE. THE CONTRACTOR SHALL TEMPORARILY BRACE AND/OR
SHORE EXISTING AND NEW CONSTRUCTION AS REQUIRED
TO ENSURE THE STRUCTURAL STABILITY IS NOT
COMPROMISED. BRACING AND/OR SHORING SHALL REMAIN
IN PLACE UNTIL THE STRUCTURAL WORK HAS BEEN
INSPECTED BY THE BUILDING DEPARTMENT AND/OR BY
A TESTING AGENCY, AND CERTIFIED TO BE IN
SUBSTANTIAL COMPLIANCE WITH CONSTRUCTION
DOCUMENTS.
GENERAL PARCEL ID: 35-19-30-300-032C-0000
OWNER: MG REAL ESTATE LLC
OWN/ADDR: C/O BOB HOLZAPEL
MAILING ADDRESS: 2100 COUNTRY CLUB RD
CITY,STATE,ZIPCODE: SANFORD FL 32771
PROPERTY ADDRESS: 2100 COUNTRY CLUB RD
SANFORD 32771
FACILITY NAME: THY FATHER'S TABLE
THE STRUCTURE IS DESIGNED TO BE SELF—SUPPORTING
AND STABLE AFTER THE BUILDING IS COMPLETE. IT IS
THE CONTRACTOR'S SOLE RESPONSIBILITY TO DETERMINE
ERECTION PROCEEDURES AND SEQUENCE TO INSURE
SAFETY OF THE BUILDING AND ITS COMPONENTS DURING
ERECTION. THIS INCLUDES THE ADDITION OF NECESSARY
SHORING, SHEATHING, TEMPORARY BRACING, GUYS OR
TIEDOWNS.
DEMOLITION
THE CONTRACTOR SHALL, BEFORE COMMENCING WORK, REVIEW ALL PLANS, NOTES,
GENERAL CONDITIONS, AND SPECIFICATIONS AND VERIFY ALL GOVERNING DIMENSIONS ON
THE JOB SITE. HE SHALL EXAMINE ALL ADJOINING AREAS OR AREAS UPON WHICH THE
PERFORMANCE OF HIS WORK IS IN ANY WAY DEPENDENT. ALL VARIANCES OR
DISCREPANCIES SHALL BE REPORTED TO THE ARCHITECT PRIOR TO FABRICATION OR
ERECTION OF WORK IN QUESTION. ANY VARIANCES OR DISCREPANCIES IN THE
DOCUMENTS NOT REPORTED IMMEDIATELY SHALL BECOME THE RESPONSIBILITY OF THE
CONTRACTOR.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR DISTRIBUTION OF DRAWINGS TO ALL
TRADES UNDER HIS JURISDICTION.
DO NOT SCALE DRAWINGS -- DIMENSIONS SHALL GOVERN. DETAILS SHALL GOVERN
OVER PLAN AND ELEVATION DRAWINGS. LARGE SCALE DETAILS SHALL GOVERN
OVER SMALL DETAILS. ANY CONDITIONS FOR WHICH A DIMENSION IS REQUIRED BUT
NOT PROVIDED SHALL BE REFERRED TO THE ARCHITECT.
ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE RULES AND
REGULATIONS OF THE AUTHORITY HAVING JURISDICTION AND SHALL CONFORM TO
ALL SAFETY AND SANITARY LAWS, CITY, COUNTY, STATE, AND/OR FEDERAL
ORDINANCES WHICH APPLY.
ALL WORK SHALL BE ERECTED AND INSTALLED PLUMB, SQUARE, LEVEL, AND TRUE
AND IN PROPER ALIGNMENT.
ALL MATERIALS SHALL BE NEW, UNUSED, UNLESS OTHERWISE NOTED. ALL
MANUFACTURED EQUIPMENT, MATERIALS, AND FINISHES SHALL BE INSTALLED OR
APPLIED ACCORDING TO THE MANUFACTURER'S WRITTEN RECOMMENDATIONS,
COORDINATE ALL ROUGH OPENING DIMENSIONS FOR WINDOWS, DOORS AND OTHER
SIMILAR ITEMS PRIOR TO SUBMITTING MATERIALS ORDER.
THE ARCHITECT IS NOT RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS,
TECHNIQUES, SEQUENCES OR PROCEDURES, OR FOR SAFETY PRECAUTIONS OR
PROGRAMS IN CONJUNCTION WITH THE WORK, FOR THE ACTS OR OMISSIONS OF THE
CONTRACTOR, SUB—CONTRACTOR, OR ANY OTHER PERSONS PERFORMING ANY OF THE
WORK, OR FOR FAILURE OF ANY OF THEM TO CARRY OUT THE WORK IN
ACCORDANCE WITH THE CONTRACT DOCUMENTS.
ARCHITECT IS NOT RESPONSIBLE FOR EXISTING CODE DEFICIENCIES IF ANY, SCOPE
OF WORK ONLY REFERS TO AREAS OF IMPROVEMENTS OR REPAIRS AS DEFINED IN
THE ARCHITECTS SCOPE OF WORK. TYPICAL ALL SHEETS THIS JOB.
ARCHITECT IS NOT RESPONSIBLE FOR BUILDINGS ENVIRONMENTAL STATE OR
CONDITION. IT IS THE RESPONSIBILITY OF THE OWNER/CONTRACTOR TO HIRE A
INDUSTRIAL HYGIENIST TO REVIEW AND CERTIFY THE BUILDING FOR
ENVIRONMENTAL SAFETY, CLEANLINESS IF REQUIRED TO DO SO.
ALL WOOD IN CONTACT WITH EARTH OR CONCRETE SHALL BE PRESSURE TREATED
IN ACCORDANCE WITH A.W.P.B. STANDARDS. ALL METALS SHALL BE ISOLATED FROM
DISSIMILAR METALS BY AN INERT ISOLATION MATERIAL, AS REQUIRED TO PREVENT
GALVANIC CORROSION.
COMPLY WITH THE ADA CODE WITH RESPECT TO DESIGN AND DIMENSIONAL
STANDARDS FOR ACCESSIBLE BLDG. ENTRY, TOILET ROOMS DIMENSIONS AND
FIXTURES, AUDIBLE/VISIBLE ALARM DEVICES, ETC.
ALL FEES, TAXES, PERMITS, APPLICATIONS, CERTIFICATES, AND THE FILING OF ALL WORK
WITH GOVERNMENTAL AGENCIES SHALL BE THE RESPONSIBILITY OF THE GENERAL
CONTRACTOR.
ALL DIMENSIONS. ROOF SLOPES, ETC SHALL BE FIELD VERIFIED BY CONTRACTOR,
DIMENSIONS ARE BASED ON AS—BUILTS SUPPLIED BY OWNER OF BLDG,
FBC-2004 WALL DESIGN
WIND PRESSURES
AND SUCTIONS
_
MIND PRESSURE
AND SUCnoN (PSF)
TRIS AREA (.I . sn,orzs v.mua
(SO FEET) (-) vru oprorts axn:w
Q
10 0.C.)2L
(-)23.6)21 8 -1"-)29.1
20 (.)20.8 C.)
(-)2 . Kik. 7
50 U)I P
l00
(-)20.4 (-)226
IBES.
L. - 42 ft
LEGAL DESCRIPTION SEC 35 TWP 19S RGE 30E BEG INT N LI
COUNTRY CLUB RD & WLY LI OLD ACL R/W RUN N 36 DEG 21 MIN
53 SEC E 468.17 FT W 800.38 FT S 377 FT ELY ALONG N LI OF
COUNTRY CLUB RD TO BEG
FLORIDA BUILDING CODE 2004
BUILDING 2004
MECHANICAL 2004
ELECTRICAL 2004
PLUMBING 2004
DESIGN LOADS
THE STRUCTURAL SYSTEM FOR THIS BUILDING HAS BEEN
DESIGNED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE,
2004 EDITION. THE FOLLOWING SUPERIMPOSED LOADINGS HAVE
BEEN UTILIZED -
ROOF: NOT USED
LIVE LOAD — 20 PSF
DEAD LOAD — 20 PSF
ELEVATED FLOORS- NOT USED
LIVING AREA LIVE LOAD — 40 PSF
BALCONIES — 100 PSF
CORRIDORS — 80 PSF
STAIRWAYS — 100 PSF
DEAD LOADS — 30 PSF
WIND:
WIND SPEED — 110 MPH
EXPOSURE — B
IMPORTANCE FACTOR — 1.0
SEE DESIGN WIND PRESSURE CHARTS ON THIS SHEET,
FORMWORK AND SHORING
NO STRUCTURAL CONCRETE SHALL BE STRIPPED UNTIL IT HAS
REACHED AT LEAST TWO—THIRDS OF THE 28—DAY DESIGN
STRENGTH. DESIGN, ERECTION AND REMOVAL OF ALL
FORMWORK, SHORES AND RESHORES SHALL MEET THE
REQUIREMENTS SET FORTH IN ACI STANDARDS 347 AND 301.
CONTGRACTOR TO INSTALL NOM 8'-0' X -
10'-0' OVERHEAD DOOR, CONTRACTOR TO
INSTALL DOOR TO MEET FBC 2004
WINDLOADS AS INDICATED ON THIS SHEET
AND PROVIDE BOAF DOCUMENTS FOR
REVIEW BY THE COUNTY PRIOR TO
INSTALLATION.
ri A \<�
vv v
N RIVI
4F SAI
D '
D
AA0003634 - AR -0017642
ADDRESS: 2452 STONEVIEW RD.
ORLANDO, FLA.
PHONE: 407-228-3832 32806
FAX: 407-574-3010
W _ `1 J
cin w O " CD z_ z
HE_ O U J
~_ O J CD CD W O
CD F— J
J
co m w >< w
>< a w0
w¢_ F O vD _
W d U O T - O Z _O
J C/D Z Z Z O CL
O ¢ ¢ J ¢ Q =
z cn
F- J r o x
z cp CD Q Lu co w w W W CD
Z J O z
¢ m
U0::
O
0::U Z Co
7__ LL w
F— d� O z }} LL
F-- Z O U 1-- CC m
Z d W (.qui_ Z
O (n
U w D F— O
c]__ C/3c � z
Ec Lu Q
Y O
CO m
W = J
J J u—
U p
CD
O
C/- 2- =
Z
w � Q
= O c/D
� U
u__ O
Lu O
= CV
H-
1
<3--
c:) O
75
Lu
cC
I
Q
J
J
z
LTi ^
2004 FLORIDA FIRE PREVENTION CODE
NEPA 101 LIFE SAFETY CODE
NATIONAL ELECTRIC CODE, 2002
FBC 2004 EXISTING BUILDING
EXISTING STRUCTURALLY
QN
SEAL:_4
FRAMED OPENING,
REMOVE ALL EXISTING
INFILL BLOCK AND PREP
EXISTING OPENING FOR
NEW OVERHEAD DOOR.
EXISTING MTL FRAME TO
e•n• u t « «, ,� - ,es"s'
REMAIN, SNAD AND
as,;
PAINT AS REQUIRED.
o
x�
EXISTING BLOCK WALL
AND FILLED CELLS TO
6-7-06
\x� X/ \X/ k�x
REMAIN CONTRACTOR TO
°
2 �:
F.V. INTEGRTY OF WALL
if
«„�«�
PRIOR TO REMOVING
INFILL WALL.
...w
p S
<j
op #!
fl
ozena wnn si C•H j wxsnw _
SAW CUT FLOOR TO
p o j ✓e
f' c q
INSTALL BAR LIFT EDGE
OF DOCK, PER
p?? <
MANUFACTURERS
"'" E
INSTALLATION DETAILS,
T #?' S j S
t a
i 4' t y?
p f V
old"
LOCATION: LOCATION MAP
CS100 SCALE: 1/2' = V-0'
NO SURVEY AVAILABLE
DESIGN LOADS
THE STRUCTURAL SYSTEM FOR THIS BUILDING HAS BEEN
DESIGNED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE,
2004 EDITION. THE FOLLOWING SUPERIMPOSED LOADINGS HAVE
BEEN UTILIZED -
ROOF: NOT USED
LIVE LOAD — 20 PSF
DEAD LOAD — 20 PSF
ELEVATED FLOORS- NOT USED
LIVING AREA LIVE LOAD — 40 PSF
BALCONIES — 100 PSF
CORRIDORS — 80 PSF
STAIRWAYS — 100 PSF
DEAD LOADS — 30 PSF
WIND:
WIND SPEED — 110 MPH
EXPOSURE — B
IMPORTANCE FACTOR — 1.0
SEE DESIGN WIND PRESSURE CHARTS ON THIS SHEET,
FORMWORK AND SHORING
NO STRUCTURAL CONCRETE SHALL BE STRIPPED UNTIL IT HAS
REACHED AT LEAST TWO—THIRDS OF THE 28—DAY DESIGN
STRENGTH. DESIGN, ERECTION AND REMOVAL OF ALL
FORMWORK, SHORES AND RESHORES SHALL MEET THE
REQUIREMENTS SET FORTH IN ACI STANDARDS 347 AND 301.
CONTGRACTOR TO INSTALL NOM 8'-0' X -
10'-0' OVERHEAD DOOR, CONTRACTOR TO
INSTALL DOOR TO MEET FBC 2004
WINDLOADS AS INDICATED ON THIS SHEET
AND PROVIDE BOAF DOCUMENTS FOR
REVIEW BY THE COUNTY PRIOR TO
INSTALLATION.
ri A \<�
vv v
N RIVI
4F SAI
D '
D
AA0003634 - AR -0017642
ADDRESS: 2452 STONEVIEW RD.
ORLANDO, FLA.
PHONE: 407-228-3832 32806
FAX: 407-574-3010
W _ `1 J
cin w O " CD z_ z
HE_ O U J
~_ O J CD CD W O
CD F— J
J
co m w >< w
>< a w0
w¢_ F O vD _
W d U O T - O Z _O
J C/D Z Z Z O CL
O ¢ ¢ J ¢ Q =
z cn
F- J r o x
z cp CD Q Lu co w w W W CD
Z J O z
¢ m
U0::
O
0::U Z Co
7__ LL w
F— d� O z }} LL
F-- Z O U 1-- CC m
Z d W (.qui_ Z
O (n
U w D F— O
c]__ C/3c � z
Ec Lu Q
Y O
CO m
W = J
J J u—
U p
CD
O
C/- 2- =
Z
w � Q
= O c/D
� U
u__ O
Lu O
= CV
H-
1
<3--
c:) O
75
Lu
cC
I
Q
J
J
z
LTi ^
/\xi
REVISIONS:
QN
SEAL:_4
.x\�xyy�
\ice i\� X X i/ >
'x \<
x y\ v x
♦\xi\x� Ix 'y
o
x�
DATE ISSUED
6-7-06
\x� X/ \X/ k�x
8'-0'1 I DRAWN BY TAB
-lr= --------------------- I=4
PERMIT # �
�2� PARTIAL WALL ELEVATION
A! SCALE: 1/2" = 1'-0"
CHECKED BY TAB
SHEET NUMBER
cS1 00
r
D
I
D
f PARKING CALCULATIONS
�"" °`"'°° _`' °"� "Q9'°°° - n AA0003634 - AR -0017642
i SPAS PER UFLNfE I 7 gin EO
r ♦ ios Pruni swan REOIaO
ADDRESS: 2452 STON EVI E W RD.
w E ORLANDO, FLA.
PHONE: 407-2283832 32806
FAX: 407-574-3010
- — - — - --- — - — - f-RA&RHABS - EASE1lNT -- -- — - _.
PUR-E
1 �w.ar.�w.ww.rrw.ww.ww.ww.ww � ww.ww,ww.wwaww,ww,wwaw N� ��,�� �� �� �� ,_.—�� _�_. _._ •��•��•��•�
0
i IAw.
I i %
.. . I // %/ / = w J O Z Z
11
Ell i r, IE exrsrD�c acrcnrm+ arvD / / / o v '= pz — O � J
Y Ea7srrnc aaavr % ¢ w w C/3 t;3 w LL_ Q
CL-
ISrO C
C1rALd'/RDIAfi
FIE - 4501
5083e saFr. mrAc Q Q ¢ ¢ _ w
Z_ O 2i w cr! a
�., w F- Z J w j z
ti nam ~vAaMuar % V ='-'-'c�Qm�Eno�
Y 7,9W Sr AErAc ALX / Q` / w ¢ in z cn ¢
IFse +irO° �1r7&`"". . j�ti 0cc
� o z w m
zzo �acw
o to Lu
ozo
y O
ti �a 1 oc
w oU:) U3 Z
i
I ffFICE A&MAc F J rr r ¢ - LL r,'`
asst i frvArlov FL 434244 9i
Fil
� P
I 4850 SGFr 071cr
O i Ai.F32_�'
r ----
Lu
,r,�r
mrt ,un.el r Alarow Aff.1
Tr m
LLJ
•0p ow,AAPMLrPA9W.AWA Mme, 's pK '� �'ar7—
CD
-*7 _--- ---
— _O
i Year /rV yr/;w[a'roncA Moor mON'rRTwr / C=)
z
- - --- - -.- - -- -- - — - — - — - — - -� -EBdI�TR-� Cf -db -R9A 6@E-R/i� - — - — - — -
LL-
LL.
rLAraowrr y_ N
AREA OF WORK.
j SITE PLAN
A201
SCALE: 1/2' = 1'4a
PLANS REVIEWED
CITY OF SANFORD
SITE
REVISIONS: SEAL:
N r\
s�
o �
DATE ISSUED 67-06
DRAWN BY TAB
CHECKED BY TAB
SHEET NUMBER
spi 00
08/01/2006 16:08 FAX 4074235560 MCCARTNEY & CO., INC 0 002/009
Florida Building Code Online
SOS Home I Log In i Hot Topics
Page 1 of 4
Product Approval
USER: Public User
Product Approval. Menu > Product or Applicatlon Sear3M > Appllcatlon Lj.5t > Application Detail
FL #
FL2274-112
Application Type
Revlslon
Code Version
2004
i
Application Status
Approved
r Comments
e:
loll
Archived
r
ff ` Product Manufacturer
Janus International Corporation
Address/Phone/Email
134 East Luke Road
Temple, GA 30179
(770) 562-6052
k i1
donmajanusinti.com
Authorized Signature
Don Mills
MIND
donm@)janusintl.com
Technical ReP resentative
Don Mills
Address/Phone/Email
134 East Luke Road
1�
Temple, GA 301794435
(770) 562-6052
donm@januslntl,com
Quality Assurance Representative
Address/Phone/Email
Category
Exterior Doors
Subcategory
Roll -Up Exterior Door Assemblies
Compliance Method
Evaluation Report froT a Florida ReglE
Licensed Florida Profe¢sional Engineer
f% Evaluation Report - Hardcopy Recf
3/13/2006
09/01/2006 16:09 FAX 4074235560 MCCARTNEY & CO , INC 4to03/009
Florida engineer or Architect Name Joseph H. Dixgn, )r.
who developed the Evaluation Report
Florida License PE- 7768pK ,i �'(110F►
Quality Assurance Entity National Accreditation and Managemei
Validated By Walter T. Holz, )r.
Certificate of Independence
Referenced Standard and Year (of Standard
Standard) ASCE 7
ASTM E330
FBC Test Protocol TAS 201
FBG Test Protocols TAS 202, TAS 203
Equivalence of Product Standards
Certified By
Sections from the Code
1609, 1620
1625
1626.2
1714.5.3
Product Approval Method
Method 2 Option B
Date Submitted
11/15/2005
Date Validated
11/16/2005
Date Pending FBC Approval
11/23/2005
Date Approved
12/7/2005
3113/2006
ummary of -Products
:L Imodell, Plumber or (dameD crwl
2274.1 Series 3100 Commercial Dwg T1004
Limits of Use
Approved for use in HVHZ:
Approved for use outside HVHZ:
iu»pact Resistant:
Design Pressure: +/-
Other: Openings thru 12'-0" x 20'-0",
+36.0/-41.0 psf design load rated. Not to
used in HVHZ.
Installation Instructions
Verified By:
Evaluation Reports
PTlp--227.4_9-.! Qwg T100
PTId_2,274_92_T Owg_T100
PTl D_Z 274—R2_T_Dwg _T 10Q
PTI D_2 2 74_R 2 _T_D.VKg_T 100
PTID_2274 R2_T Dwg_T100-
PTID_2274_R2 T Dwg_T100
PTID_2274_R2T._Dwg_T100
PT1D_2274_A2_T Eva1-uation-
11-05. pd -f
08/01/2006 16:08 FAX 4074235560 MCCARTNEY & CO , INC Z004/009
Florida Building Code Onlme Page 3 of 4
7(o
!274.4 ISeries 750 Mini Dvwg T1000
-imits of Use Installation instruction
Approved for use in HVHZ: V rified By:
Approved for use outside HVHZ: Evaluation Reports
Impact Resistant:
Design Pressure: +/-
Other: Openings thru 3'-0" x 12'-0", +35.0/-
1.5:0 psf design load rated. Not to be used in
4VHZ.
2274.5 ISeries 750 Mini D*g T1001
Limits of Use Installation Instruction
Approved for use in HVHZ: Verified By:
Approved for use outside HVHZ: E4aluation Reports
Impact Resistant:
Design Pressure: +/-
3/13/2006 .
Pi7D_2274_Ra_T_Series_31 C
PTID_2274_R2_T_Series_31C.
P'rld_2274_R2 T Series_75C
PTID_2274_R2_T_5eries_75C
PT'IQ 2274 R2_T—Series_85(
PT1D 2274_t CTLA.
PTI D_2274_R2_T_Test_CTLA-
PTID_2274_R2 T Test_CTLA-
PTI D_227 4_R.2 _T._Test_CTLA
PTI.Q_2274_R2_T Test_CTLA
1_3.1 00 16_ Of
PT1D_z274_R2_T Tgst_CTLA
PTID 2274_R2_T7Test.CTLA
PTI D_ 2274_R2*T_Test_CTLA
P'T1vD_2274_RZ T Test_CTLA,
2274,2 Series 3100 Commercial
D*9 T1005
/
Limits of Use
Installation Instruction
Approved for use in tIVHZ:
Verified Sy:
!]
Approved for use outside HVHZ:
Evraluatlgn Reports
Impact Resistant:
Design Pressure: +/-
Other: Openings over 12'-0" x 20'-0" thru 16'-
0" x 20'-01f, +35.0/-38.0 psf design load rated.
to be used In HVHZ.
2274.3 ISeries 750 Mini
Dwg T1003
Limits of Use
Installation instruction
Approved for use in HVHZ:
Verified By;
1Not
Approved for use outside HVHZ:
Evaluation Reports
Impact Resistant:
Design Pressure: +/-
Other: Openings over i3'-13" x 12'-0" thru 10'-0"
x 12'-0", +19.4/-22,7 psf design load rated.
Not
"to, be used in HVHZ.
!274.4 ISeries 750 Mini Dvwg T1000
-imits of Use Installation instruction
Approved for use in HVHZ: V rified By:
Approved for use outside HVHZ: Evaluation Reports
Impact Resistant:
Design Pressure: +/-
Other: Openings thru 3'-0" x 12'-0", +35.0/-
1.5:0 psf design load rated. Not to be used in
4VHZ.
2274.5 ISeries 750 Mini D*g T1001
Limits of Use Installation Instruction
Approved for use in HVHZ: Verified By:
Approved for use outside HVHZ: E4aluation Reports
Impact Resistant:
Design Pressure: +/-
3/13/2006 .
08/01/2006 16:06 FAX 4074235560 MCCARTNEY & CO— INC/6005/009
Florida Building Code Online
Other: Openings over Y-0" x 12'-0" thru 6'-0"
K 12'-0", various design load ratings dependent
Dn opening size. See Owg T1001. Not to be used
In HVHZ.
no
2274.6 Series 750 Mlnl
Limits of Use
Approved for use in HVHZ:
Approved for use outside HVHZ:
Impact Resistant:
Design Pressure: +/-
Other: Openings over 6'-0" x 12'-0" thru 8'-8"
x 12'-0", +24.4/-27.0 psf design load rated. Not
to be used in HVHZ.
2274.7Series 850-S Fl- State Mini
Limits of Use
Approved for use In HVHZ:
Approved for use outside HVHZ:
Impact Resistant:
Design Pressure: +/-
Other: Openings thru 6'-8" x 12'-0", +46.0/-
54.0 Dsf design load rated. To be used In HVHZ.
Page 4 of 4
f Y
MAIL 1.
)wg T1002
Installation Instruction
Verified By:
Evaluation Reports
T1006-5
Installation Instruction
Vgrlfled By:
.valuation Reports
Back Next
DCA Agminl6tration
Department o/ CoMeranity Alralrs
Florida Building code Online
Codes and Standards
2555 Shumard Oak Boulevard
Tallahassee, Florida 32399-2100
(850) 487-1824, Suncom 277.1(314, Fox (850) 414-6436
0 2000-2005 Tne State of Florlda. All righti reserved. Copyrlyb(.an0 01KI.
Product Approval Accepts:
Gomm
WIN
3/13/2006
bNNLV-*M
a.�1t./40 Nso PMAM WLXw— — a ryr 106 f� o N1rY11� ■ aiOwm 4."
con. "W I&T, CM Z" t 1-.w LOG me awl 16W
=
--
.71S
.�aammM
v
s.enr7Diar
Yam H� ear rs rwu araoa vuo� •-rw•
alar swim
K.0 m
am
nm
.1/M
b
NrLkDFdM REGUIRSD
w
=
--
N
v
1♦
or
a
v+
WAN
MrIv
Imm
1►a!
army
ar
or
em
a
I
saw
ola
a -a
s
as
and
o%"
NX, sliew 03
1pp��q�
w A" OSPc-w
L= ' •' .+-
�laa sxo •, -•
An sAoe a
u1s `
InVp�lv�l a syr e r Payor
ovoo aaoc
aw�v ww a�m r
eM r
oan&
r
R
4.
Mw vmv BRmE UXVA7$1 salol w i�r �� 02"1 as 1Qalgsr� N aw oe �,
.LM Lan full ar MAN CWWDM V#SM mw `-�
G vL 'a' .per,. ®ww« ml as a
Van=
ul !as
40' Asf"MA6i 81 CIfhIM BTAb
TM.QWLI
.0 pi ffmomm""Come"Ma
ex 8109 1"Offumom" 7MKOA NIM -oft
a as 770$Tf06Bl+t�61
.310
ow CT1t)IN6Y �>m Ala: A ri�ti A3O Rmum
CmIll VM UW
TO
OM -OL FlUCTm man mu DSAIETE'RS 26 W scm 2100 om�ASsumy
xx tea U16 ! 0.80'tbw PSi � i- -0 "At S72E 12'-0'X eW-V
svgs xxx "05x$ to Sao :2
ew mus l ea �" T1004
SEE SHEET Z FOR NATES � � �� 1�-ea ►nom - ► e
0
0
0
0
CD
Olr L l
l r ac ala
0 ME24 *#AD Dt LO:T7TD Tw7m 4.ANlMMWL M TTZT omponL it
Ito CRA-Mgw FM Tw" Blas mmosw w JIM Ali
WX 10 .IMO ATTAOAOfT IM TOM SM Y MW
mm AM LTO AT Tcr Q volu CPOm6
l•
n/
e
MOMS �mer.�i.s
A.auooa 0
roluly �nfd
Ir
r 1
� w• 'TgI�C
r
-W YR.
r ..+f vv
W
amu �i �Ls ` � • '
rr -Ef—OL
rt .[I) M rf40 M rl iv oerl _ �. • . O OC
A S •�:
V. "M OV7 V• .i0 Aell h r M
h V Wf w tiR M aar ra -009M OArf.s+ w ow vs
•W/ II.I. Mtr M, h �+1 M' -00 M Ol D�1g0�
i L
flm �0A sel7ra� a taf w1101 EN YI lT
QLill Ia [m IOM YR/l O'.�1 lit . p�yg1
� M. ICfil n 0 D fele <AGF" I7♦l �$MM. OY41�pq�.
T mew M -mo no&
ton VnV
• ra J= LTWM 0 I"IWM IM Ai=CW t W M OR MOM"
19" MM ALti fill. fIOADA PRAM CCK bA Ali
0 ME24 *#AD Dt LO:T7TD Tw7m 4.ANlMMWL M TTZT omponL it
Ito CRA-Mgw FM Tw" Blas mmosw w JIM Ali
WX 10 .IMO ATTAOAOfT IM TOM SM Y MW
mm AM LTO AT Tcr Q volu CPOm6
A yr
a� i�nfl
e
MOMS �mer.�i.s
A.auooa 0
..�.
. .
! OG Mt
r 1
-W YR.
r ..+f vv
W
amu �i �Ls ` � • '
rr -Ef—OL
rt .[I) M rf40 M rl iv oerl _ �. • . O OC
A S •�:
V. "M OV7 V• .i0 Aell h r M
h V Wf w tiR M aar ra -009M OArf.s+ w ow vs
•W/ II.I. Mtr M, h �+1 M' -00 M Ol D�1g0�
i L
flm �0A sel7ra� a taf w1101 EN YI lT
QLill Ia [m IOM YR/l O'.�1 lit . p�yg1
� M. ICfil n 0 D fele <AGF" I7♦l �$MM. OY41�pq�.
T mew M -mo no&
ton VnV
• ra J= LTWM 0 I"IWM IM Ai=CW t W M OR MOM"
19" MM ALti fill. fIOADA PRAM CCK bA Ali
0 ME24 *#AD Dt LO:T7TD Tw7m 4.ANlMMWL M TTZT omponL it
Ito CRA-Mgw FM Tw" Blas mmosw w JIM Ali
WX 10 .IMO ATTAOAOfT IM TOM SM Y MW
mm AM LTO AT Tcr Q volu CPOm6
MAW OWL em
t0 CTLA-W&V FM M W OM ATnAO.OR Teo .1M0.
1!.
ICiT �t VMA. �DCYG L$. It -0• • t'�Q'.
t we OU -4p No me Aa Tcn= IIA effm /4M P000 10
"AMA f4KTM 61•MCpl11VL Yii 1010 M IQIm i'�LV A
0410M Ii 1�M MM Of 243AM CTV= rVOK
J f�
TTiT Loi/ Q Y >< Kp1 lOAif IIAt >m1 1Etp
Im t
S rM IfLLLfA/ IMMM, FML Ill f++. • l OMM VrrA Bei PA GlMr
.. arced tao „� qtr
F Ta Wal R asTALus a Arm VM hIMJf ACT/ESPS
#L�/a) d
fQ,�l7�
6
I y� L�eln rat ARIL! dOif6 MAL ti sf A wef'TpOaL
CISTO" TM
IL �OlAI'OI TTP[ TO X P1f.17FV. WOO OWN Ot Q==
( _
OiIIeMIDI LYovs �If1�Wtf[ vm ow 00 sal
R" IMK LSiLAC MOOiI♦�WWZ LHem 01 TIS axm Lao
°fes
40M{0 9C MIMTIONAL OORPORA•T"
lHoMw ICV94416
♦ Lor a Tl[ nil
s4
ac iia'
laeA ffua*RQAD
Irnrfut�in t r riaervalo v.', VIP
m tone mst`rn10ar4rporf�e a Rin �»ilw
0 ALL VILM SKL t WEM n O KX= vaim No AccaRb fit
l/e.M WrFKW= »Oa1D DOOR04 AAL IN VCM AM TO.LAAtI= roe
ARD
CEAT¢iE9 VM LEAD RATED
lrfxt Avt a�Ltoi uTor Au wms MMMOD DVLL
mewl RAV.1 Aa1 Ri7t t-lq
DECRIAL p"41iO4 A1IGLES MSE OILAIEIFRT
26 GA SERIES 3M DOOR ASSCOLY
9=D"1 R 11Wm %" Lax Plc YA®O At M ?fOI or Tw
YX LD3 • 1/16 a w 2D' tKxpt .ES1 p 1=mm"
t -M-0
M" SBE IV -0' X 2'--Q'
' " ,r "•OM, oA Crum i � vm
Xxx A= Psl � soD �
,�'° T1004
avvt goo
a
i .•.on ....o.w W tat /w.o Daum srw-
yrY as PPOW VENC -M1. 1/t i r)/r' LOG no." o o .lm a 4
919W WA ML Cu. vts s t-,— 1. !T
VMLW
O'eaC
1C1Mr
�6A.'� POei
t1ILmE11II�
1-4..Y.OI
711-
100-4-
5p
100 ex SU09
.570
1u
EI! w 90• .
3A06
SEE SHEET 2 FOR NOTES
HEADROOM REQUIRED
1
SIOC V rE df!
0-MCK ELEV A70 H
_
7L
v
n•
.�
1.125
Rt.632
THM
•,,,•
o
IA
(tel er 1QrM 1Wl1
oW-V
a
T
VDGLXK
>� WMLAL,
47" 453
or
or
t�
� 7Y. 0./ttt t
711-
100-4-
5p
100 ex SU09
.570
1u
EI! w 90• .
3A06
SEE SHEET 2 FOR NOTES
HEADROOM REQUIRED
1
woof!
^�
v
n•
r�
THM
it
o
oW-V
ru
or
or
O.tM
I. -W
r)fa)
^•
a
Iff.
vwc
aN
D•O
aPr
L _
.697 � ]QS e�io
A A7
90 S> > >e. E -ra-
m to
T ®M� OR RQr
90• .991 �• tv at
IX X109WALL
-�I til[• Kh .on atm Yi,O1A -
' Lm t1a rraa M {rvrr"
r0 IItID rtAri 4••91
7'
.1A T
l�
)11T`
ti/dF '1Q6aMV40
• ]nY ret
f I.
111 _
r
=j t7rmlti f
)RIAO. A �J
�>�� r D»Il i�ni�•
27 A -ae • 1 aa1
• � r
e11wr M �.
mn o w.w
nv 1m
ns tW A9mra a ea eta--- ®,2,
UWT AN IMM W70R A
ATTM r A! N IDtC CWl[E
�YIES �„
a CA CLA fAat KTAL
S . —w- ice"' 'it loorw7m � ' wW ' A
�
t 1T'l
ofmopv mcp 00090" Am a VMS Um Tmim*C•Es
DEICIKAL FRACTIOUS A114ES tME DIAMETERS
= t.03 t 1/16 1 ff 30' tMER 251
-VCX :.Dos 251 u .sw 1
OVER ZOO
NMI rRSON I-71-03
mm
WN tmis 1-31-¢1
Ig Kus I�}i10
w .zJs-114 9
JANUg {!agMATIOMAL. 0041"RAT1ON
7>r0.a71oe16143M
O a=,3m+aa trtbn+lmet O.po&n AS R*VA ftorAN
CERTIFIED VIKD LOAD RATE'S
26 GA srKES 3100 DOQR ASSEMBLY
MAX. SIZE 16'-0' X 20'-D'
T1005 s
I "z
z
y .s11 0.n Vs -MMn Vr - V,t. y •tAl
V, OM O{JT H ...T W1 H 41T TT) N •MM M
V. •Mfl N) cuuln 1 H .4w v%n "T H -um t).n cl f.A. 10MAW N •� Olf)
VV y 9 M V, •W1 M VI -in -%n %M SM PMAM2 i>Q VII1
OnML1 ♦-1RvOlx-olt V/ 1-1/C
1� ,PA t7gO01) 1M
t11.aJa1Q.JmPi ft�llC 0. 1MnQ��/►��1lR1',•
1). nam .n.+n 9aa[ �y �yyj�Om7r.
�atK IQt[I nEERIMPRTED I I)AD DIACRAId
091 I xMC 1R.L10.T --
LL RJmC T9 WO7 ATIAGP�lT rA1TIMv �(.iiM 1• �11D,
CLtf D/ pseYit
A r.i1C ►AL[ a.t
�.... 1'r LAM
:W.NMrAlL6
.v•
C�
{—.y�O�
p iT 1 VICI dt Oi
T1 R• } Mtt MI
� ! � • I
� f�M t 1.
.6MA-L►M-1 rot Me w am ATTAOOOf1 TO .wa
1.�1 pRI.M 0�1. �
Lvro,sa .R Q 1
9 �
�'//�!/%j��yQQ
M.MIDN
La.[1V11
f N.,m
I . . . . . .
noatc K.IM
KIM L WA • e�sA Plc -
u ASKNLL
1
Ft,
C1tII.i O['t'f
dfou
ll, 11Aa[
Rm �Ilm
�M L.T.r
r
y .s11 0.n Vs -MMn Vr - V,t. y •tAl
V, OM O{JT H ...T W1 H 41T TT) N •MM M
V. •Mfl N) cuuln 1 H .4w v%n "T H -um t).n cl f.A. 10MAW N •� Olf)
VV y 9 M V, •W1 M VI -in -%n %M SM PMAM2 i>Q VII1
OnML1 ♦-1RvOlx-olt V/ 1-1/C
1� ,PA t7gO01) 1M
t11.aJa1Q.JmPi ft�llC 0. 1MnQ��/►��1lR1',•
1). nam .n.+n 9aa[ �y �yyj�Om7r.
�atK IQt[I nEERIMPRTED I I)AD DIACRAId
091 I xMC 1R.L10.T --
LL RJmC T9 WO7 ATIAGP�lT rA1TIMv �(.iiM 1• �11D,
L IM MLA! Oat MM R M=43 01 A=te WM M 0 Irma#
0 >1Q7L?I iniiy TT1 CMM r1ED TCS, LUUMTOtOSS. W -Mr FCPWS
Iimt NO DP7 AT TQ Q VALL OPOQNG.
-I% MOMM Vw" um ha
p�s1G c>at I1'PI COOL 0= /C=IQ
CTLA-lw4V-1 TT M04 t1"= ATTAg0R 0TO .OM AND
M
71m®
fnCONTAMA xON [ ism
.6MA-L►M-1 rot Me w am ATTAOOOf1 TO .wa
7Z TEST MM WALL WDOG wxi lle-Ir r !'-a.
L M QL-W Mot *A Oat MrM lM Aamnimt v M .?TK 1-110 1D
9 �
�'//�!/%j��yQQ
SAMY NOW A FQMTTK O/ MMTtvt VOM UYA AI ICTIM amay. .
TUT Lws W u x � LOPPI WX I= tela
, DM DOR UMON DSS MOr DZ118� ><== MGM
. . . . . . .
I . . . . . .
y .s11 0.n Vs -MMn Vr - V,t. y •tAl
V, OM O{JT H ...T W1 H 41T TT) N •MM M
V. •Mfl N) cuuln 1 H .4w v%n "T H -um t).n cl f.A. 10MAW N •� Olf)
VV y 9 M V, •W1 M VI -in -%n %M SM PMAM2 i>Q VII1
OnML1 ♦-1RvOlx-olt V/ 1-1/C
1� ,PA t7gO01) 1M
t11.aJa1Q.JmPi ft�llC 0. 1MnQ��/►��1lR1',•
1). nam .n.+n 9aa[ �y �yyj�Om7r.
�atK IQt[I nEERIMPRTED I I)AD DIACRAId
091 I xMC 1R.L10.T --
LL RJmC T9 WO7 ATIAGP�lT rA1TIMv �(.iiM 1• �11D,
L IM MLA! Oat MM R M=43 01 A=te WM M 0 Irma#
0 >1Q7L?I iniiy TT1 CMM r1ED TCS, LUUMTOtOSS. W -Mr FCPWS
Iimt NO DP7 AT TQ Q VALL OPOQNG.
-I% MOMM Vw" um ha
p�s1G c>at I1'PI COOL 0= /C=IQ
CTLA-lw4V-1 TT M04 t1"= ATTAg0R 0TO .OM AND
M
71m®
fnCONTAMA xON [ ism
.6MA-L►M-1 rot Me w am ATTAOOOf1 TO .wa
7Z TEST MM WALL WDOG wxi lle-Ir r !'-a.
L M QL-W Mot *A Oat MrM lM Aamnimt v M .?TK 1-110 1D
9 �
�'//�!/%j��yQQ
SAMY NOW A FQMTTK O/ MMTtvt VOM UYA AI ICTIM amay. .
TUT Lws W u x � LOPPI WX I= tela
, DM DOR UMON DSS MOr DZ118� ><== MGM
.
�lOf
a role IaLt.olr lwssar, rTL1 a1 cnls . Aii40t vrn+ t>ao PSI arollr. 8
a AbOOM Ar OWN LO IM A�LAIa WRIT 11WiACP\R1A'S
KIM L WA • e�sA Plc -
u ASKNLL
Ft,
! vat LAAK foe MMJM SCOM **&A. Ir 1[TW®4M TR A PfCaIMMC
10 MM OPOtAT 3t TYPE TO MC PLOWW. FWM OMR, CR CLMTM
013® LOM APl07WATt VM w KM MTMA M =pk
IwT X LOO MQ[ TK mm Lau laTt Ofxtltf DCUM
Pot Tnt ivaaao Qooa T aM u"
��
(fft8ifiAiSOillAl pOR10AA1TON
• GOOMMO LOM" w TNC jow rpm rwD MM MC. ItmY®K Y[
T,.a mrmfcoL meas ePPaTaT+ r a,os msfw PPNt®v A PIsaTWr wPAs
rM wa p� a bmrn M MO 70 owilcT� rttrs w /wl to rA roA ry rrr
I PILO blm TTAiT Mol O r r toP s OOPWE 1aY1an
.iA!llis
11) L43T LUIM FOAD Txw% OA WTTbi�"
AIO NMML common OWL WA *JL"s DI®M v"M
Tlt L1Pt�t (P)61aI r JMR YI®1 IM'1 ®A1l �AQII .f ii T1t
g co wm an OLL l min
r �9 i -Cm 17 awl? ArLA� L�6 VA. v)
rho
Ai RaAafv16 AO
O2L0! JWRi /7M1,�0rP1 FV�
ALL VOLMDQ DAi1 R FEWOOn sr SYWM VMMM w ACCOM50M
1RLLSS UTH[rv= SPCCD"W 1DCTSIm ARL 1M DMS 0101 IMIPAN .I
AM
M va
CERTIFIED VIND LOAD RATED
MTM AVa. fi�OrMIDI . LATM a1Toc ALL Wats nasmn OW.L
cwM To Ava. al aAa alp
DECD4AL FRACT734 �S �E DIAMETERS
26 GA SERIES 3100 DOOR ASSEMBLY
1 SIF#" K PI0MU WM LOX MCOVAsPO AT Di 0'11011 Or TIC
_
XX _03 1 1/16 A 0' 30' UNDER .291 - "
BECKT NELSM 1-31-M
MAX. S12C 161-0' X 2D' -D'
.XXX LDDS ,251 to jm
�
�� ■�
I &L ULM
lff0[q LVM— w V."= =Tm VIM
.500 :
101 1m.l.S 1-91-M
I 1005
N
DVER .500
-.Po
Ow 1 ELLS 1-9l-40
NDE i e