BP-04-534Section:
Scale:
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PEOPLES GAS SYSTEM
North Miami, Florida
i
CI •
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Date:
Sheet:
faa■■•■■•1
Form 237
I r iT 2 . C K e,i 9tC «-- being the legal property owner, for the property
Located at: 3 85 7/6 '7/ s T S Tee cc T, M i ski+ , t S /-h rtes i ►'<
Legally described as °T 2 d- 2 - q M/ A M 1 $ N a rid ' SEc1_ N 0 .
Do hereby petition the Village of Miami Shores to act as my own contractor pursuant to the laws of the
State of Florida, F.S. 489.103(7),And I have read and understand the following disclosure
Statement, which entitles me td �4rork as my own contractor, I further understand that I as the owner
must appear in person to complete all applications.
t,
BUILDING DEPARTMENT
OWNER BUILDER DISCLOSURE .STATEMENT
Owner
Owner
VILLAGE OF MIAMI SHORES
DISCLOSURE STATEMENT
State law requires construction to be done by licensed contractors. You have applied for a permit under an
exemption to that law. The exemption allows you, as the owner of your property, to act as your own contractor
even though you do not have a license. You must supervise the construction yourself. You may build or
improve a one - family or two-family residence or a farm out - building. You may also build or improve a
commercial building at a cost of $25,000.00 or less. The building must be for your own use and occupancy. It
may not be built for sale or lease. If you sell or lease a building you have built yourself within one year after the
construction is completed, the law will presume that you built it for sale or lease, which is a violation of this
exemption. You may not hire an unlicensed person as your contractor. It is your responsibility to make sure
that people employed by you have licenses required by state law and by county or municipal Licensing
ordinances. Any person working on your building who is not Licensed must work under your supervision
and must be employed by you, which means that you must deduct F.I.C.A. and with- holding tax and
provide workers' compensation for that employee, all as prescribed by law. Your construction must comply
with all applicable laws, ordinances, building codes and zoning regulations.
Proof of ownership provided ( ) initial of reviewing clerk. The ing instrument
Was acknowledged before me this ° -day of-( 20
B who is personally known to me or who has
Produced • as identificati and who did take an oath.
Notary
• 4. " `� = Commission #D 31984
t°?.aQ /
Expires: Juo i3, 2D
/ '. 'FOVF1 , , , • Bonded Thru
/ 'AIhuNIC BondrngCo., Inc.
Bonding Company's Name (if applicable)
Bonding Company's Address
City State Zip
Mortgage Lender's Name (if applicable)
Mortgage Lender's Address
City State Zip
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 the 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 the foregoing information is accurate and that all work 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 to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must
promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person
whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site
for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the
inspection will not be approved and a reinspection fee will be charged
Signature Signature
Owner or Agent Contractor
The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this
day of %I i , 20 51 , by RI tvc-, L L yyvi 3 kikJL , day of , 20 —, by
who is personally known to me or who has produced who is personally known to me or who has produced
As identification and who did take an oath. as identification and who did take an oath.
NOTARY PUBLIC:
Sign:
Print: I Ct,r L...4
, • t e1 Vargas
iC._.
Commission #DT5231984
Expires: Jul 13, 2007
My Commission Expires: o;or:"' Bo nded "I "hru My Commission Expires:
Atiantic Bonding I'o Inc
(Certificate of Competency Holder)
APPLICATION APPROVED BY:
Chc 12/15/03
****************** *** * ********************************** 3Nk***************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * **
NOTARY PUBLIC:
State Certificate or Registration No. Certificate of Competency No.
Sign:
Print:
PR 2 8 200 Plans Examiner
Engineer
Zoning
BUILDING
PERMIT APPLICATION
FBC 2001
Permit Type (circle):
Building
Contractor's Company Name
Contractor's Address
City State
4 o
Submittal Fee $ 'C3 , cr..; Permit Fee $
Notary $
Scanning $ �—
Total Fee Now Due $
(Continued on opposite side)
Training/Education Fee $
Radon $
Miami Shores Village
Building Department
1.0050 N.E.2nd Avenue, Miami Shores, Florida 33138
Tel: (305) 795.2204 Fax: (305) 756.8972
C W r(&Z (30 t-
Code Enforcement $ Structural Plan Review. $
Permit No.
Permit No.
Electrical Plumbing Mechanical
Phone #
* * * * * * * * * * * * * * * * * * * * * * * * * * ** F ees * * * * * * * * * * * * * * * * * * * * * * * * * * * * **
Zoning � Bond $
Roofing
Owner's Name (Fee Simple Titleholder) P G ► M I < L. Phone # 3°5'75/ '_ 4 5 — C 4
Owner's Address 36 5 N 6 91 sT STn EE T
City M l am( 5 1OYF 5 State r l Y9i Zip 3 3 1 3 8
Tenant/Lessee Name Phone #
Job Address (where the work is being done) 3 8 S N 6 9 l sT 5 Tr2E ET"
City Miami Shores Village County . Miami -Dade Zip 3 3 8
Is Building Historically Designated YES NO X
Zip
Qualifier
Architect/Engineer's Name (if applicable) Phone #
$ Value of Work For this Permit ?j /FS S • O Square Footage Of Work:
Type of Work: ❑Adddition ❑Alteration New Repair/Replace ❑ Demolition
Describe Work: t p ke v � EX t ST /' C LA..) °"' 6" Pi 17 1t..5
IC f t-,c6 /i'C. U/►^ 1aJ F12C^'- -G H o o $a5
H v X212 c c►41r E 5 Hc-) 77C S A t2 E CX C 5 T/ Pt C.
CCF $ Ge 6 CO /CC
Technology Fee $ rq j C t
Miami Shores Village
10050 NE 2nd Avenue
Phone: 305 - 795 -2204 Permit Number: BP2004 -534
Printed: 4/30/2004
Applicant: DOROTHY CAMPBELL
Owner: CAMPBELL DOROTHY
JOB ADDRESS: 385 NE 91 ST
Contractor
Local Phone:
Parcel # 1132060136550
Signed: (INSPECTOR)
Building Permit
Contractor's Address:
Page 1 of 1
Legal Description: 1 53 41 6 53 42 MIAMI SHORES SEC 1 AMD PB 10 -70 LOTS 23 & 24 BLK 48
Fees: Description Amount
FEE2004 -4409 Building Fee $100.00
FEE2004 -4410 CCF $2.40
FEE2004 -4411 Notary Fee $5.00
FEE2004 -4412 Training and Education Fee $0.80
FEE2004 -4413 Technology Fee $2.50
FEE2004 -4414 Scanning Fee $9.00
Total Fees: $119.70
Total Fees: $119.70
Total Receipts: 1$:80
0
\ r
4 �p,�4
Vitik 0
Permit Status: APPROVED Permit Expiration: 10/19/2004 Construction Value: $3,850.00
Work: NEW ALUMN. FRENCH DOOR WITH EXT. SHUTTERS
In consideration of the issuance to me of this permit, 1 agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict
conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit 1 assume responisibility for all work
done by either myself, my agent, servants or employes.
Signed: (Contractor or Builder) BY:
Type Insp'n
Permit No.
Name
Company
MIAMI SHORES VILLAGE
BUILDING DEPARTMENT
305- 795 -2204
Building Inspection Request
Address -0 > ' ' ( . c , c
Phone# 3 YES' - / /-
Inspection Date
Approved
Correction
Re- Insp'n Fee
MAXIMUM CONCRETE'ANCHOR SPACING SCHEDULE FOR COASTAL ZONE INSTALLATIONS
HEIGHT IN FT
ALUMINUM PANELS
_ STEEL PANELS
GROVE
GRADE (h)
CLASS No 1 BLDGS
CLASS No 2 BLDGS
( CLASS No 1 BLDGS
CLASS No 2 BLDGS
TYPE A
TYPE B
1'•' 11 - 110 BOLT
OOYBL2 r I
TYPE A
TYPE 8
US' ISO BOLT
DOU•LE r 1112E
I TYPE A
TYPE B
1,41. 6 110 BOLT
DOUBLE r •■
TYPE A
TYPE 8
"'� -_' DOLT
11RE
Wax.
1
29 nac .
3/e 0 x IJIG•
7/4 X I /IG'
/5 "O.c.
Woe.
S14 IlIG
44 X I G
9 /4"40X Vlb"
15" O ' C •
3 1" O.C.
V* "ei 1 /10"
'/4' / I(o"
5-18
109110
X 1 14
3/41 � / •
'14•l' X I /10' 0 /
9/4' x 1 10/
��
TM
"0 *. 1 I G
9/4 / •" / N
9/6 � x I IG
b /4' 1 IG
� •fi 1/16" 0 x /
,�
I ��
11Willi
Il
1 M�
24 a. c.
-
3 1
/.1'bk /1�i"
/4d>x /16 1
3 /y0 x /i `"
1, 1 "
.44: '4° x IiG
FigrIPPr'"
O.C.
I .
'$'4 /1 ro' "V
4, x 1 4- / "
'// x'16
q'� /
�k. r0"
I /4 ° ¢ x %IG'
15-25
EMM
25-35
Willildgill
3/4•56Y ylca" 1
9/4 X IJIG"
9/4'46 x 1 /IG• a B
L/4 x IJIG
35-55
66-80
60 -75
61.111EN
.W.A..digeM
-
9/4, X ')/4'� K IJIG"
�IWAJA
I'0 X 3 /D'j I0X 8 /D2
I•.. X H /62•
I•56 x s /yt"
10 X 3/94
'1/41:4' X/1 `r t /...'0'111 /11s�
* /4"41 w /lte
�
)s'' c.c.
' /4 "O x %IG"
1 A / . 4, YI /I G"
9/44 x Oa'
SA00X. I /IGI.
-
.. _
iliMIIM
//' 0.C.
• _
12" OL._
I•f ac '
U- '4 X /I a ^
4 /4 %0 til /l 6"
76-100
I • x 3/72 •
a
/4 'd+ x /1 a,'
3 /.f "¢ x %1 G'
100-150
6 "0.0.
��
00 X 'Net■
1 x 3/728
''
•
/4 „� x I4 WO V Via."
150-250
1 4 x a /52'• x 5/
MOM
9 /`I �x /I `" " '/I moo'
TABLE NO.! FOR ENTERING TO 3CNEDULE
TTn a
MOIL
aaam
CLASS 10.1
BLDGS.
CLASS NO 2
BLOOS.
H IPPr1
0< PI B S0'
N >110'
E me m1
4101P ON 0.00•
.m
so 4 MIT
o•.o IV w [HOS
,.•,...
&ALONG!
'CONDAYIONS
ENCLOSED
...
ENCLOSED
NO•MT ABOVE
GRADE IN FEET
110
0 -5
5 -15
15 -25
25 -35
35 -55
55 -60
60 -75
75 -100
100 -
150 -250
8' -!!'
B'S• 9.7•
re-s
/O =9"
9' /0'
7.
9 =/'
7 =7'
7= /"
e -3
7' 4
/0=2'
9L G'
9LII
O'-9
0 =0
9'5'
10'-B
l0'-O'
9!..
O'
G ._ G w
/0'-
9 =G"
8 =/^
',to*
5 = G•
10=0"
$ - 2"
_
9
7L0'
3' 3•
6 -3'
GL /0"
L o
7=10'
G=O.
/0' G'
O . G ,"
G
10 -0^
B =0" 9' - /'
/0' 5"
C -4'
7 =1"
9 -/'
9 =0'
7 =1"
9'-i•
9 =0"
e -3"
9.8'
C'7
e -2"
9 - G'
O =3"
0-!•
9t- 10'
9'G•
7.2"
7 =0"
9 =3'
9■IO 1f O'
� 9L5• i 5 'G•
I G'/
5'-G'
a-A.0
0.032'
o'
10 =3"
9= 4'
7L 10'
CLASS No 1 BLDGS.
0.040'
10= 10' II' -5" 7. to"
10 1 -9' IN - 3' rrLro' 10 -1
9 L io"
0.060'
/O 4"
ALUMINUM PANELS
0.062'
7'-r
MAXIMUM PANEL SPAN SCHEDULE FOR COASTAL ZONE INSTALLATIONS
0.032'
G =
4 -$'
9; /0'
CLASS No 2 BLDGS.
0.040'
9-0'
zLe
5 L 4 A
7 -2
2 _ 9 '
9 =4"
0.0 5 0'
9= /0"
1/ =1'
0.082'
7! 8" 9'O•
24 GA.
f0- 5"
11 =3"
1 = 4"
Iol 2"
.2"
7= Iv"
STEEL PANELS
CLASS No 1 BLDGS. CLASS No 2 BLDGS.
0 IL 5 -l0
0/1411:
g p • I 0.1
ro=
1 =G"
MOO
. SND Bin
NOTE3
LE
TYPICAL PLAN OF BUILDING
N Ar r2
d eD11
3. INTERIOR ZONE: DEFINED BY THE
ROMPING AREA OF 1NE YMLL
ANALYZED. Da TT•xAL LLU•Tgn
•. a • MDR ABOVE OAPOE TO TOP
OF PANEL.
a
ISES
TYPICAL ELEVATION OF WALL ANALYZED
ass
L W • IANMIY ROTH OT BL04.m rw w. sal
W • WAY OF 1 41.421
2. END ZONE : DEFIED BY ONEN90N 'E •
1: SNP LLn•TNM
DETERMINATION.OF_ END_&1NTERIOR ZONES
FOR COASTAL ZONE INSTALLATIONS
2
(D
z ur
O Q r
ff En
�r.
.
4 ▪ 9 0 0m
d <4ZN
W
• w Y
o
W
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of
0)
u .
2
2
L
13
4.
J
4
W
2
Y
23
W
0
0
4
W
[ droving no
91 -195
of' 2
0
1 PLANS ARE APPROVED FUR ISSUANCE OF A BUILDING PERMIT
r- 0 WITH NO VARIANCES ❑ WITH VARIANCE(S) LISTED IN "REMARKS"
NO OTHER DE'V'IATtOi'S ROM THE WAN! SHORES BUILDING AND ZONING
ORDINANCES WILL BE PERMITTED UNI_E S SPECIFICALLY LISTED BELOW.
1 ALL OTHER APPLICAB! E STATE AND COUNTY LAWS MUST BE COMPLIED
I WITH BY ALL PARTIES.
Authorized Signature Date
FIRE DEPARTMENT
PUBLIC WORKS
POLICE DEPARTMENT
BUILDING DIRECTOR
mr
�!
PLANNING & ZONING BOARD
VILLAGE COUNCIL
APPROVAL
PRELIMINARY: MALL
REMARKS:
COMPLIANCE WITH THE SOUTH FLORIDA BUILDING CODE AS ADOPTED
BY MIAMI SHORES VILLAGE IS REQUIRED. THE ARCHITECT, BUILDER &
SUB CONTRACTORS ARE CHARGED WITH THc KNOWLEDGE OF ALL BUILD-
, ING REGULATIONS WHETHER OR NOT SPECIFICALLY INDICATED H.EREIN. I
MAXIMUM PANEL SPANS & CONCRETE ANCHOR SPACINGS SCHEDULE FOR NON - COASTAL ZONE INSTALLATIONS
HEIGHT ABOVE
GRADE M FEET
ALUM3NUM PANELS
STEEL PANELS
0. cr.!"
0.0..0
O. OAO - '
0.002•
=0..CQEre 4..c.rue
-5P.0 /N1..
1/4 20 4P01.71
LVNet• WADNI4$
24-(1..
.. caNC4ETT CMOR
- 'PAC /NE.
1/4•d -2o 3E,-,
gyIDLE WASHERS
EISE•
Two -A
WIC - B
SIZE•
7r.G - A
TOT - B
O'- 5'.
' '-3
/O' - 4••
//:
//
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re. c.4.
9/4 TMK
II -4
12.
24"0.4•
9 /4"4/ 'AG 'TSB.
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10 ' -9.
// -D"
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Ea' 0-o-
'4/4'4 X IAA' TV%
IO = " 1
18 "o.c.
vro.4.
9 /4.).K!ha' TB a.
IS'. 25'
610•
.I!.T•
10=4
/O =•7'
1$•QC•
/D • OL.
'�`4 "d x1/14• MX
2 ;_3"
I2."o.4.
le...a.
"/ /y'O K /∎G•790-
es 59'
6= O✓
.Le•
.5' - //•
Ace-9
/2•PG
l9 O.c.
e/4 x 1/14" TM%
B:Oj"
12.0.4.
IB "O. G.
7 /40. v '/IG ° TAX.
9Y 59'
7 =9•
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9' - G•
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• /2•8C.
me 0.G.
tl4•0 X O .' This
1 11"
I£ "0.4.
Ili'0. 4.
4/.) ■ %IA "TMK.
55' -15'
7
8 %2'
•-5•
9 ..'O'
I2 ' Ad.
/40 o.c.
SAO 4 X I)1a• THIS
"IL lo"
I2"A O.
lb' o.6•
4 /f'...4 u' /la" TAX•
79'- /DO'
6'- /I'
7
7 '-O'
9'. 8•
/2'o.c.
16' o.c.
3,40* X 1)16 TVS
11 a"
12'4.0.
'Goo. c.
"VAMA x VIG" 7 »'..-
/47'
6' - 7'
7 4.
8'-7"
gLs•
4
/C'oG
•al} X1/16" TM15
- 7 =2'
G "O. G.
12 "6.6.
•//A "4 x'/1 " "MK •
150'.250'
6' - 2•
7.6'
8=0"
9=2•
G. ac.
ie.o.C.
E0#r.I) /(d •Err,
t L°/'
6+ "6.6.
12..6.
4 /y'Qx %IG•TWC-
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•
a
WALL. MOUNT
NO 4604E
1 - $4 . .CAN&IE P,N 0r 771MPPI .NEC Sole
Of
TAW./ .e
SAN6DULd
AM/e-4 LENS'"/
PANEL SAAR/
• P" •
Q ` 001,46, Cp•ICRere
REQUIRED- (7Y0.)
INS /DE MOUNT
770 4004E
SEE N017 N /
tfc #-20 001 W/
NUT $ DoU813
WASHERS(566 SeNE-
PULE FOR SIZE) TNeu
PANEL # MouNr EASE
C.
R SEC MOTE W1
(4'4 -2o 9.47, PAH A
•14.O X A0a." 7u..
.►S■AR MILD C ;
444 ow SASE
*see M.7e ..1
TYPE • A' . 9 40/5 0TA0. To. MP/A/ ANCHOR
__TYPE •8• y .• 4 X 1,k' .6 DIAMOND I.6hM66 Pa'V& PINE.
* SCE 1•1O7 M. •!
• -r
99e N01E 14.15
CLIP a 2 aG.(ro)
.tP 3EL 446 48 a �.
Ile -20 bi." 4
14UT 2 I2 o.c.
CONE /N I/0U5
ISOE./ -T6 DC 4Ec42
4110 QPiu! P.w OE
TAATP. ' SCE 16CN6DULE
TYPICAL 1 N5TA ELATION
Re PU/ R EME Nrb.
wo 6fA1.15
4- ALUMINUM exTRUS/ONS TD Be 6060 -T6.
5- ALL 80475 777 66 'Z024- -T4 ALLOY, 04 .4 STM 4 -901. GAL VAN/sefl
$1 OR 5TA/NLE55 STEEL.
G- CONCRETE ANCHOR'S 70 BE #4015 STAR T.OMP/N OAZ 1/4 X /'4 • LO.
DIAMOND HAMMER DRIVE' P/NS AND SMALL SE 1/0ED. GT 5P4CAI•
3NOWN IN SCNEOUL.ES.
7- IT SHALL 8e THE RESPOND I B/L /7Y Or TH6 PERNIr Nape& TO
VERIFY THE STRUCTURE ADeoa .cr OP THE Ex /sr2NA6 STRUCT UEC
770 SU5TA/N THS NEW SUPER/M•5ED W /ND LOADS AND717 VER /rV
ALL DIMENSIONS AT a/TE.
6- 1• WIDE X 0. 046 'rH /GJ4 s0A/NG 41.10, - - •_ 5AE /095
HEAT TREATED TO 4840 ,BY 40CJC WELL COMPANY.
9-
HON GozSTo FROr1 42'To15
PAI•+E.L 5ra•a
b21 ,o11 CUM REV0 AL cOPA41. PER P36
74 •� - 20 G m o.c. op. 1 44.1E rele r w*L.
I /m' -goat ti- o "..c. 42, 1 •LJP o C. "w4.
10- ZEE SHEET AL 2 FOR MAX. PANEL SPAN, MAX CONCRETE ANCNOtS -
SPACIN6 AND 001.1151-Z WASHERS SIZE SCNEDA'/LES P014 COASTAL
ZONES /N67141-LAT /ON5.
1!- PRO' -9DE A %44 4.0. De1.7 w/ .) /4¢ v WASHER £ VINO rwT 4 -
12"0.4 5. M1/25PAN 900 reNGL Sr►NS > I04-o•.
!2- STEEL rAN2.L5 70 be A.5.7.M. 4 -S4'5, 4 -' 0 &ALVAN / 57554
PA7NELS W/ MININIJH F C0 C.S.I. I - - - -- --
T
W
Z
2
to
0
0
4
7
P
-
dr -owrig 170
91 -195
ahem 1 or
GLAM PoweL
,0:79e4 Net
GENERAL NOTES
1-
TN /S 97R9GTURe NAS BEEN Des /riN5D IN ACCORDANCE WITH THE
SOUTH FLOR/04 8U/L0IN6 CODE N498 EX1/770.1.
PANELS 1.14V4 BEEN f5/64/60 70 Be /NET4.LLE0 /N
COASTAL ZONES E NON COASTAL ZONES.
5- ALUMINUM PANEL% TO 06 9Oo5. ,4I6 ALLOY 4 TO OP 'PLACED 2 /2'
O.C. W /TN 0/16 ENT /RE FLANS, OVCRLAPPED.
2-
Robert L. Clark. P.E.
PE f 3971
Structural
INDUSTRIES
1070 TECHNOLOGY DRIVE
NOKOMIS, FL 34275
P.O. BOX 1529
NOKOMIS, FL 34274
01 /28/02 NQ CHG THIS SHT
Revisions:
ADD 2P LOCK
Do e:
1 1/1 7/00
F.K.
Roved By:
F, K. •
D.B.
brawn By:
D.B.
GLAZING DETAIL & EXPLODED VIEWS
Title:
L2 POINT LOCK OPTION]
Series /Model:
FD -101
7/31/02 E —NO CHG THIS SHT
Dots: Remiche:
Dote:
9/5/97
Scale:
NTS
Sheet:
3 or 5
ALUMINUM FRENCH DOOR
Approved as eeoplying with the
Florida Bolding e
Date . a e
NO okArm ?L-7
Mists! • Pndad trot
• DI
By
Drawing No.
944
Rev:
EXTERIOR
95 /2"
MAX.
HEIGHT
93 5/8"
OVERALL
PANEL
HEIGHT
84 5/8" MAX.
DAYLIGHT
OPENING
1.489
VERTICAL SECTION
ACTIVE PANEL,
MINIM
EXTERIOR
71 3/4" MAX. WIDTH
25 11/16" MAX. DAYLIGHT OPENING NP. (2)
68.264" OVERALL PANEL WIDTH
HORIZONTAL SECTION - XX CONFIG.
Robert L. Clark, P.E.
PE /39712
Structural
/,/e,,f7,4."‘""
EXTERIOR
25 11/16" MA
DAYLIGHT OPENING
37 1/2" MAX. WIDTH
HORIZONTAL SECTION - X CONFIG.
INDUSTRIES
1070 TECHNOLOGY DRIVE
NOKOMIS. FL 34275
P.O. BOX 1529
NOKOMIS. FL 34274
D m
ffi
/WI
•
F.K.
INACTIVE PANEL
7/31/02 E —ADD MAX. DIMS
Dote: Rs.
Rend By:
F K 01/28/02 NO CHG THIS SHT
Rend By: Oa Revisions:
D.B. 1 1 / 17/0C
Omm By: Date:
D.B. 9/5/97
ADD 2P LOCK
7
Approved= emptying will. the
Florida Id g e
Date
•
NOM
Mimi Dade Product
bt a
By
Description:
SECTIONS
ONe:
ALUMINUM FRENCH DOOR
Series/A looter:
FD -101
Scole
NTS
Sheet:
2 015
Droving No
944
M IA M
BUILDING CODE COMPLIANCE OFFICE (BCCO)
PRODUCT CONTROL DIVISION
NOTICE OF ACCEPTANCE (NOA)
PGT Industries
0170 Technology Drive
Nokomis, FL 34275
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction materials.
The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted
by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by
the Authority Having Jurisdiction (AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control
Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to
have this product or material tested for quality assurance purposes. If this product or material fails to perform in
the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately
revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right
to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or
material fails to meet the requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane
Zone of the Florida Building Code.
DESCRIPTION: Series "FD -101" Outswing Aluminum French Door
APPROVAL DOCUMENT: Drawing No. 944, titled "Aluminum French Door ", sheets 1 through 5, prepared by
manufacturer, dated 9/5/97 with revision E dated 7/31/02, signed and sealed by Robert L. Clark, P.E., bearing the
Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by
the Miami -Dade County Product Control Division.
MISSILE IMPACT RATING: None
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and
following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no
change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the
materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any
product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply
with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by .
the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall
be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors
and shall be available for inspection at the job site at the request of the Building Official.
This NOA revises and renews NOA # 01- 0417.05 and, consists of this ' \ : ' well as approval document
mentioned above.
The submitted documentation was reviewed by Manuel P
MIAMI -DADE COUNTY, FLORIDA
METRO -DADE FLAGLER BUILDING
140 WEST FLAGLER STREET, SUITE 1603
MIAMI, FLORIDA 33130 - 1563
(305) 375 - 2901 FAX (305) 375 - 2908
NOA No 02 -0625.01
* ation
a Date: July 22, 2007
rate: August 22, 2002
`� I Page 1
95 /2"
MAX.
HEIGHT
6" MAX. -1
13" MAX. 0.C.
r _ 37 1/2" MAX. WIDTH
25 11/16"
MAX. DAYLIGHT
OPENING
36" A L
1
13" MAX
/
6" MAX.
TYP. HEAD & SILL
\
2 POINT \
LOCK
i OPTION
/
x
/
/
/
/
/
Nt
® "-TYP. BOTH JAMBS
NON- IMPACT DOORS
13 1/4"
r HINGE
I CENTERLINE
84 5/8" MAX.
DAYLIGHT
OPENING
47 3/4"
HINGE
CENTERLINE
95 /2"
MAX.
HEIGHT
13 1/4"
HINGE LOC.
36"
13 1/4"
HINGE 13 1/4"
CENTERLINE HINGE CENTERLINE
TYP. BOTH JAMBS
® 6 MAX. --1
13" MAX. 0.C. TYP. HEAD & SILL
1.) GLAZING: 3/16" TEMPERED
2.) CONFIGURATIONS: X, XX
3.) DESIGN PRESSURE RATING: SEE TABLES
A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300 -98.
B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300 -98
4.) ANCHORS:
HEAD & SILL;
MAX. 6" FROM CORNERS.
(XX ONLY) MAX. 6" & 10" ON EACH SIDE OF MEETING RAIL CENTERLINE.
MAX. 13" SPACING.
.JAMBS;
MAX. 6" FROM CORNERS.
MAX. 13" SPACING. (STAGGERED - SEE SHEET 4)
5.) MIAMI -DADE COUNTY APPROVED HURRICANE PROTECTIVE UNIT IS REQUIRED.
6.) SEALANT TO BE APPUED AROUND FRAME & PANEL CORNERS, DEAD BOLT & LEVER HANDLE.
7.) REFERENCE TEST REPORT: FTL -2333
8.) SEE SHEET 2 FOR SECTION DETAILS.
71 3/4" MAX. WIDTH
25 11/16"
MAX. DAYLIGHT
OPENING
13 1/4"
HINGE
CENTERLINE
TYP. BOTH
JAMBS
\
\
\
2 POINT \\
LOCK
/ t i OPTION \
I �
\ X X
10"
--i 10"
, //
WI-
-- T
1
, I-
1 MAX.
0.C.
47 3/4"
HINGE
CENTERLINE
TYP. BOTH
JAMBS
TYP. BOTH JAMBS
ANCHORAGE DETAIL
SEE NOTE 4
�-T
INDUSTRIES
1070 TECHNOLOGY DRIVE
NOKOMIS. FL 34275
P.O. BOX 1529
NOKOMIS. FL 34274
84 5/8" MAX.
DAYLIGHT
OPENING
Redd fly:
e7t..�. "fir..
D.B.
Series/Model:
FD -101
GLAZING
BEAD
woe
9597
COMPARATIVE ANALYSIS FOR: X CONFIG.
HEIGHTS
WIDTHS 80.000 (7) 84.000 (7) 95.500 (8)
24.000 (2)
30.000 (3)
37.500 (3)
Date: Rodeo.:
NEG
POS
NEG
POS
NEG
POS
GLAZING DETAIL
F.K. 7J31/02 (-ADD ANCHOR LOC.
Dolic
11/1 7/0C
Reevis:
ADD 2P LOCK
01/28/07 ADp SHT 5 & TABLE
-102.6
60.0
-85.8
60.0
-60.0
60.0
3/16" TEMPERED GLASS
SILICONE
Sheet I Sh.. I ora.rng Na.
-96.9
80.0
-80.9
e
0
7/16" GLASS BITE
60.0
-60.0
60.0
NTS I 1 ar 5 I 944
-83.6
60.0
-69.4
60.0
-60.0
60.0
COMPARATIVE ANALYSIS FOR: XX CONFIG.
HEIGHTS
WIDTHS 80.000 (7)184.000 (7) 95.500 (8)
48.000 (6)
60.000 (8)
71.750 (8)
NEG
POS
NEG
POS
NEG
POS
-102.8
60.0
-85.8
60.0
-60.0
60.0
-96.9
80.0
-80.9
60.0
-60.0
60.0
-83.8
60.0
-69.4
60.0
-60.0
60.0
NOTE: NUMBERS IN PARENTHESIS ARE MINIMUM
QUANTITY OF ANCHORS PER SIDq
APPne7 as complying with the
}lortd. Biddies Code
Date
NDAR
. Dte
Mbetl Da&?rodeo Control
bloe
By
o.eaNptioe:
EXTERIOR ELEVATIONS -
X & XX
DII.:
ALUMINUM FRENCH DOOR
Raw
E
Robert :. Clark, P.E.
PC #39712
Structural
/
/
95 /2"
MAX.
HEIGHT
6" MAX. -1
13" MAX. 0.C.
r _ 37 1/2" MAX. WIDTH
25 11/16"
MAX. DAYLIGHT
OPENING
36" A L
1
13" MAX
/
6" MAX.
TYP. HEAD & SILL
\
2 POINT \
LOCK
i OPTION
/
x
/
/
/
/
/
Nt
® "-TYP. BOTH JAMBS
NON- IMPACT DOORS
13 1/4"
r HINGE
I CENTERLINE
84 5/8" MAX.
DAYLIGHT
OPENING
47 3/4"
HINGE
CENTERLINE
95 /2"
MAX.
HEIGHT
13 1/4"
HINGE LOC.
36"
13 1/4"
HINGE 13 1/4"
CENTERLINE HINGE CENTERLINE
TYP. BOTH JAMBS
® 6 MAX. --1
13" MAX. 0.C. TYP. HEAD & SILL
1.) GLAZING: 3/16" TEMPERED
2.) CONFIGURATIONS: X, XX
3.) DESIGN PRESSURE RATING: SEE TABLES
A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300 -98.
B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300 -98
4.) ANCHORS:
HEAD & SILL;
MAX. 6" FROM CORNERS.
(XX ONLY) MAX. 6" & 10" ON EACH SIDE OF MEETING RAIL CENTERLINE.
MAX. 13" SPACING.
.JAMBS;
MAX. 6" FROM CORNERS.
MAX. 13" SPACING. (STAGGERED - SEE SHEET 4)
5.) MIAMI -DADE COUNTY APPROVED HURRICANE PROTECTIVE UNIT IS REQUIRED.
6.) SEALANT TO BE APPUED AROUND FRAME & PANEL CORNERS, DEAD BOLT & LEVER HANDLE.
7.) REFERENCE TEST REPORT: FTL -2333
8.) SEE SHEET 2 FOR SECTION DETAILS.
71 3/4" MAX. WIDTH
25 11/16"
MAX. DAYLIGHT
OPENING
13 1/4"
HINGE
CENTERLINE
TYP. BOTH
JAMBS
\
\
\
2 POINT \\
LOCK
/ t i OPTION \
I �
\ X X
10"
--i 10"
, //
WI-
-- T
1
, I-
1 MAX.
0.C.
47 3/4"
HINGE
CENTERLINE
TYP. BOTH
JAMBS
TYP. BOTH JAMBS
ANCHORAGE DETAIL
SEE NOTE 4
�-T
INDUSTRIES
1070 TECHNOLOGY DRIVE
NOKOMIS. FL 34275
P.O. BOX 1529
NOKOMIS. FL 34274
84 5/8" MAX.
DAYLIGHT
OPENING
Redd fly:
e7t..�. "fir..
D.B.
Series/Model:
FD -101
GLAZING
BEAD
woe
9597
COMPARATIVE ANALYSIS FOR: X CONFIG.
HEIGHTS
WIDTHS 80.000 (7) 84.000 (7) 95.500 (8)
24.000 (2)
30.000 (3)
37.500 (3)
Date: Rodeo.:
NEG
POS
NEG
POS
NEG
POS
GLAZING DETAIL
F.K. 7J31/02 (-ADD ANCHOR LOC.
Dolic
11/1 7/0C
Reevis:
ADD 2P LOCK
01/28/07 ADp SHT 5 & TABLE
-102.6
60.0
-85.8
60.0
-60.0
60.0
3/16" TEMPERED GLASS
SILICONE
Sheet I Sh.. I ora.rng Na.
-96.9
80.0
-80.9
e
0
7/16" GLASS BITE
60.0
-60.0
60.0
NTS I 1 ar 5 I 944
-83.6
60.0
-69.4
60.0
-60.0
60.0
COMPARATIVE ANALYSIS FOR: XX CONFIG.
HEIGHTS
WIDTHS 80.000 (7)184.000 (7) 95.500 (8)
48.000 (6)
60.000 (8)
71.750 (8)
NEG
POS
NEG
POS
NEG
POS
-102.8
60.0
-85.8
60.0
-60.0
60.0
-96.9
80.0
-80.9
60.0
-60.0
60.0
-83.8
60.0
-69.4
60.0
-60.0
60.0
NOTE: NUMBERS IN PARENTHESIS ARE MINIMUM
QUANTITY OF ANCHORS PER SIDq
APPne7 as complying with the
}lortd. Biddies Code
Date
NDAR
. Dte
Mbetl Da&?rodeo Control
bloe
By
o.eaNptioe:
EXTERIOR ELEVATIONS -
X & XX
DII.:
ALUMINUM FRENCH DOOR
Raw
E
Robert :. Clark, P.E.
PC #39712
Structural
1 1/4"
MIN.
3/16" OR
1/4" W/ #12 HD
TAPCONS
(SEE NOTE 2)
#10 WOOD
SCREW
TYP. HEAD
1/4 "�
MAX.
TYP. JAMB
3/16" OR
1/4" W/ #12 HD
TAPCONS (SEE NOTE 2)
1x WOOD BUCK
1/4" 1 1/2" MIN.
MAX.
#10 WOOD SCREW
3/16" OR
1/4" W/ #12 HD
TAPCONS (SEE NOTE 2)
MIN. 2x
WOOD BUCK
1 1/4" I •
MIN. • I
a • d
TYP. SILL
•
1 1/2" MIN. 1 1/4" MIN.
MIN. 2x EL
WOOD BUCK
TYP. HEAD
ANCHOR FASTENERS ARE STAGGERED IN JAMBS
1/4"
MAX
ITEM
1
2
L.
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
1 --i} -- 1x WOOD BUCK
MAX.
TYP. JAMB
GROUT MUST TRANSFER SHEAR
LOAD TO SLAB.
1/4" MAX.
DESCRIPTION
DOOR PANEL. HEAD /SILL (AL. 6063— T5/.062 WALL)
DOOR PANEL, JAMB (AL. 6063— T5/.062 WALL)
DOOR PANELS ASTRAGAL (AL. 6063 —T5 /.062 WALL)
.250 x .187 FINSEAL STRIP
WSTP CHANNEL (AL. 6063— T5/.050 WALL)
FRAME JAMB (AL. 6063— T5/.050 WALL)
FRAME HEAD (AL. 6063— T5/.062 WALL1
SILICONE
OUTSW. THRESHOLD (AL. 6063 —T5 /.050 WALL)
5/16x18 THREADED ROD
TRUSS CLAMP (AL. 6063— T5/.062 WALL)
5/16x1/16 TRUSS WASHER
5/16x18 TRUSS NUT
FRAME SCR. COVER CAP
STRIKE PLATE
STRIKE PLATE INSERT
#10x3/4 SCR. FLT. HD. PHIL
HINGE ASS'Y.
#10x1 FLT. HD. PHIL
#10x1/2 FLT. HD. PHIL.
41720 2 (0)
TOP /BOTT. SLIDE BOLT LOCK
6x1/2 FLT. HD. PHIL.
/ 8x1 1/2 SCR. PN HD. QUAD.
6 x 5/8 Ph. FI. SMS
LOCK SUPPORT ASS'Y.
/(6x3/4 FLT. HD. PHIL.
.200 x .190 QLON
.375 x .190 QLON
3 POINT LOCK ASS'Y.
LOCK (ACTIVE)
LOCK (DUMMY)
DEAD —BOLT LOCK
3/16" TEMPERED
SEAM SEALER
3/16" GLAZING BEAD
36 2 POINT LOCK OPTION
Robert L. Clark, P.E.
PE #39712
Structural
PGTI# QTY.
7FRMOW 6
3)
60375 2 (1)
60376 2 (1)
60377 2 (1)
67924G 8 (4)
60379 4 (2)
60380 2 (2)
60411 1 (1)
62899C
61069 1 (1)
6TRODA 4 (2)
60378M 8 (4)
7WASHA 8 (4)
4 8 {
41 722W 10 5
7FRSPX 1 1
41721 1 1
71034A 2 (2)
710X1W 26 (13)
710X12PPW 30 (15)
7612FW 4 (4
78112A 12 12
7658PFA 28 14
4UBLOK 3 (2�
7634F 6 (4
60200K 5 (4
60300W 4 (3
FD3PTAY 1 (1)
7LOKAP 1 1
7LOKIP 1 (0
78LTIP 1 (1)
2 (1
6SM55W
65170 8 (4)
7978LAB 1 (1)
NOTES'
1. B.O.M. QTY'S IN BRACKETS ARE FOR X CONFIGURATION
2. USE MIAMI —DADE COUNTY APPROVED TAPCONS.
3. SEE ANCHORAGE SPACING NOTE 4, SHEET 1 OF 5
1070 TECHNOLOGY DRIVE
NOKOMIS, FL 34275
P.O. 80x 1529
NOKOMIS. FL 34274
LOCATION
(2 /each door top & bot. rail)
(1 /door top & bot. roil)
(2 /ea. door top & bot. rail)
(2 /ea. door top & bot. rail)
(2 /ea. door top & bot. rail)
(3 /frame iambs)
(6 /hinge — hinge —door iamb
5 /hinge &hinge —frame jamb)
1 ® top /bat. of I.h. astragal)
2 /slide bolt locks)
6 /head & sill)
2/her. bead, 5 /ver. bead}
:1 /lock)
f .2 /lock support assy.)
(1 astragals,fr. jambs & head)
(1 /astragals & frame iambs)
(0 r.h. astragal)
(0 r.h. astragal
(0 1.11. astragal
(0 r.h. astragal)
(used w/3/16" glass)
F.K. 7/31/02 E —CHG TO TAPCONS
Revco By: Dote: Revisions:
F.K. 01 .28/0 N CHG THIS 5H
Raved By: Do e: evisiona:
D.B. 11/17/0C ADD 2P LOCK
Drown By Dote:
D.B. 9/5/97
ANCHORAGE & B.O.M.
Title:
ALUMINUM FRENCH DOOR,
Series/Model:
F0 -101
Scale
NTS
Sheet:
4 ar 5
VENDOR VENDOR #
ALUMAX AF -10375
ALUMAX AF -10376
ALUMAX AF -10377
SCHLEGEL CORP. FS7924 -187
ALUMAX AF -10379
ALUMAX AF -10380
ALUMAX AF 12376
00W CORNING 899
ALUMAX AF -12375
FASTEC INDUSTRIAL
ALUMAX AF -10378
FASTEC INDUSTRIAL
FASTEC INDUSTRIAL
VINYL TECH. 41722W
CAMCORP
VINYL TECH. 41721
MERCHANTS FASTENER
NATIONWIDE IND.
MERCHANTS FASTENER
MERCHANTS FASTENER
VINYL TECH. 41720
FASTEC INDUSTRIAL
FASTEC INDUSTRIAL
AQUA FASTENERS
VINYL TECH. 4UBLOK
FASTEC INDUSTRIAL
SCHLEGEL CORP. 0200X190
SCHLEGEL CORP. 0375x190
VINYL TECH. FD3PTAY
HARLOC 100
HARLOC 880
HARLOC 820
PPG. LOF
SCHNEE MOREHEAD SM5504
FLORIDA SCREEN 05 -005
SULLIVAN & ASSOC
AFprux d er complying with the
Florida 9
Date !
NOAJ felinggrel
BY
Mod Ptodoet
Droning No.
944
Rev:
E
-- .062
.050
1.750
4.000
O DOOR PANEL HEAD & SILL
6063 -T5 ALUM.
.250 --I h-
O WEATHER STRIP CHANNEL
6063 -T5 ALUM.
.125
18 HINGE EXTRUSION
6063 -T5 ALUM.
O DOOR PANEL JAMB
2 6063 -T5 ALUM.
_.1 .750
1.750
— .062
fi TRUSS CLAMP
6063 -T5 ALUM.
1.500
4.100
1.272
.062 --
.050
4.100
3.000
4.675
O FRAME HEAD
6063 -T5 ALUM.
O DOOR PANEL ASTRAGAL
6063 -T5 ALUM.
Robert L. Clark, P.E.
PE 939712
Structural
1.479
U
INDUSTRIES
1070 TECHNOLOGY DRIVE
NOKOMIS, FL 34275
P.O. B0% 1529
NOKOMIS, FL 34274
F.K.
Revd B..
Rend O:
D.B.
&oven By:
F. K.
nu.:
Serino/Mode
FD -101
1.750
O OUTSWING THRESHOLD
6063 -T5 ALUM.
7/31/02
11/17/00 ADD 2P LOCK
Date:
11/20/01
D.acriptlon:
EXTRUSION PROFILES
Scale.
NTS
Sheet:
5 of 5
3.000
E -NO CHG THIS SHT
Date: Rnislona:
Q 128/02 (ADDED SHT 5 OF 5
Dote: Rsw.1011M
ALUMINUM FRENCH DOOR
T 1480 7
-- .050
O FRAME JAMB
6063 -T5 ALUM.
Approved or eamPyioj with 15.
Florida -•i
Date
NOM
PILAW Dade Product
By
Dro.lnq No.
944
ss%a;.�it-i f 7
•
•••■■■■■• 070.
•84
1.1Ac:
1
A:rti
, ( •
r's
/ 28..4%
r e ' P
1 /
,„„„ "co fr." TY Le..
a
I It — I
ti•
r.
sZ.:41
•
. •
X. •
:
trt
•e• 4t•
/ 2
0
6'
0
- *T
•
OPG
NO.
QUANT.
WIDTH
TION PROJEC-
HEIGHT
ADDITIONAL I N F O R M A T I O N
1
1
OD )
•
, TO ,r, � `�
2
3 6
Pb
R V
S ,12-.)- /' -y f?_ J
-36'
2
?
C ;40.. A A-k , 4
6
6
//e, leD /Ls eiz_- ...
8
---/ ik 4 eat-
. f/
8
,
•
9
10
11
7
‘'(/
H URST AWNING COMPANY, INC.
P.O. Box 1492 - Hialeah, Florida 33011
5795 N.W. 36th AVENUE
PHONE: (305) 635 -0900 MIAMI, FLORIDA
COLD
SOLD TO w( I
ADDR ES?
CITY is
The Seller agrees to sell and Custom Manufacture and Install for
Purchaser, who egress to purchase the above improvements and materials which
are to be installed on the premises located at
Florida, owned by Purchaser and described as Lot Block • •
Subdivision
Purchaser agrees to pay therefor to Seller a contract price of $
which is to be paid in equal successive monthly installments of $
each, commencing on the day of
and continuing on the same day of each month thereafter until paid except the final
installment which shall be the balance due.
day of
APPROVED AND ACCEPTED
BY
( / "-i 77 A(
APPROXIMATE Z ^ C(.J e _
�,J DEUVERY
iCl 1/ 1�! PHONE — O t 7f6
TRIM
7
DI OF BUILDING
DATE�' / n
Job No /6 -
Terms
Fairwing ( ) Fairline ( ) Bahama Shutter ( ) Panels ( um. Roof ( ) Screen ( ) Roll -up Shutter ( ) Other (
INSTALLATION ON CBS ( ) FRAME ( ) 1 St. I i4 2 ND. 1 1
Plat Book Page
19
Contract Price $1 .14 0 G;
Sales Tax •S
Total Cash Price 7
Less Down Payment $ 4 ‹.)
( Describe) /6 U ��
Difference •S.
Add Official Fees
and / or insurance ( describe )
Principal Balance $ 006
Add Time Price Differential S
Time Balance S
The products hereby ordered are to be custom built to fit purchaser's roquirements; ant
order is NOT CANCELABLE.
All payments due hereunder shall , after default, bear interest from date of defau
10 0/0 rate of interest.
In the event the monies due hereunder have to be collected upon demand of an alto:
or suit has to be instituted for the enforcement hereof, the purchaser agrees to pay all
thereof. Including reasonable attorney's fen.
This contract shall not become binding upon seller until! acceptance and approval th
by an authorized executive of seller et its home office. Upon such approval, this agree
shell be binding upon the heirs, persons" representatives, successors and assigns o
fespe@tIVe parties hereto.
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Executed In triplicate , one copy of hich w . • *livered to • pt is hereby acknowledged by buyer, this
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NOTICE TO BUYER
IXI
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1 Seal