261 NE 102 StDate
'PERMIT' APPLICATION FOR MIAMI SHORES VILLAGE
I ' 2- q I o( Job Address 2- b M 10 SI Tax Folio
Legal Description Historically Designated: Yes
Owner/Lessee / Tenant £J i GLeXx:1 e,
ZCf N 102 5 -
Contracting Co. (9 6g-MA-l") YII�UI�i N6 o . Address 1 ( gO N6 2kUE WA '
ss# Phone (3 7S1- ( 0C- 2
Owner's Address
Qualifier .- ►" ` I •J 014 6 R'
State # Municipal #
Architect/Engineer
Bonding Company
Mortgagor
Permit Type (circle one)
WORK DESCRIPTION
Square Ft. (Sb
WARNING TO OWNER:
RESULT IN YO : PA
CONSULT WITH
Application is here
h certify that all work
permits are required
FEES: PERMIT
APPRO
Zoning
Mechanical •
Do miA)ic
Signs e o owner and/or
on , o Presid
Notary as to O ir'» kres
My Commissi'•': Commission # DD X 393
v . . March 11, 2003
, :a.0F F ` �� Bonded Thru
'lmu +' Mantle Botha Co., •Ine.:
C�J b RADON
Building
R ipp to
Master Permit #
Phone (?o5) -S / — (21 y
Competency # Ins. Co. /VC C V44
Address (( N . 0 ' e i T)/Z. 00441.4 - C ?76 (Z-
Address
Address
LECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN
eA>4JvI-s 4- v -2ges
YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY
UR PROPERTY (IF YOU INTEND TO OBTAIN FINANCING,
CORDING YOUR NOTICE OF COMMENCEMENT.)
xi as indicated above, and on the attached addendum (if applicable). I
ws regulating construction in this jurisdiction. I understand that separate
TRICAL, PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK.
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 . • oning. Furthermore, I authorize the above -named contractor to do the work stated.
Estimated Cost (value) $ Z (O 0
/ /(I jo
Signature of Contractor or Owner- Builder
Notary as to Cont
u�ild�er
My Commission � Ugh
v� �` ?a W1 #DD93
L ''i�n�, BOn Th /, 2003
9ttantic Bonding Co.. tr
C.C.F. ,30 NOTARY& BOND V,.,
TOTAL DUE 6 1,5)8
Electrical
No
Date
Date
Plumbing Engineering
[ 1's r
I"
ELECTRICAL
PLUMBING
ROOFING
MECH
LioalILL011•11/4" LJ
Owner o
Building
C..) Architect
Contractor n ' r` b(Do / 3 Qt"--)& 0 Permit: 6,0
,,- (.--.... or Builder i' mn, ) i) I ) t0 f ) n c 0 -,
LegO sutd 4-_-. c: e 1/1 00 - Po)oggtar y :
Description )".. M W ,- () 11 B1. L Bond:
Sq. Ft.: I - -5
Radon:
Building, (19 i k-t /C),=.Z. 6 , Value of ......,
Project $ (-) i YO 3 ''''- Amount of
Permit:
Address
--. ,
& j 1 ..... jii atany time if the work is not done in compliance with such ordinances or if the plans are changed without authorization.-A further condition upon which this
, '
1 "' herefor in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed in compliance with any
plans, drawings, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permit may be revoked
This permit is granted to the contractor or builder named above to Construct the building or to install the equipment or aTifee described in the applica-
-._
'- --- -'<:' permit is granted is the understanding that the contractor or builder named above assumes the responsibility for a thorough knoWledge of the ordinances and
regulations pertaining to the work covered hereby whether show --nit the .plans or drawings or in the statements or specifications and that be lassumes respon-
)
sibility for work done by his agents, servants or employ.rel „7
4,-
----'• .....___
----:„..,y
Signed • _...- __
,;---------"; --- --(INSPECTOR) BY :-
In consideration of the issuance to me of this permit I 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 VS I assume responsibility for all ,work done by either, myself, my agent, servant or employee.
••-.-.---\..."=--A-4-4--) '
101AL OF INVOICES
I f SS.._.. % DISCOUNT
11 SS
101A1 DEDUCTIONS
AMOUNT OF CHECK
AMOUNT
uA
INKS CHECK 15 DELIVERED IN
GONNE CTIOw WITH THE FOLLOWING ACCOUNT (S)
iiii PERMIT 50355 Contractor's
License No.
Work to be performed under this, Permit if) / 6 4 1 (0-;')
CONTRACTOR or BUILDER
PAY TO THE
ORDER OF
GERMAIN CANVAS & AWNING CO
7180 N.E. 2ND AVENUE
MIAMI, FL 33138
PHONE (305) 751-4963
(It -- Yl i kAreVrIAL
S
(X_ on)
UNION PLANTERS BANK
11 1:0670084 L41: u°833 /0725920
Date /c''' / 200/
BY
DATE CezitYnEe-) 12,200I
DOLLARS
AUTHORITY
19271
63-841/670
BRANCH 6214F
Securily
r•dtums
Nd
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fioo
/YOB p
•
9.80
1D =09 -00 "Rece
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a 7 -1 1 03 . 1 44
I oh
ied ", Names, Certified To and Flood Information revised.
0/0'
CC.
••• • • • •--
• • ; . • • • • • • • •
• . • • • •
• .•• • • ••• • • • •
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P/1CC
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1
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1
This property described as E-
Lots 18, 19 and the West 1 1 of
Lot 20, Block 36,'
AN AMENDED PLAT OF
MIAMI SHORES SECTION NO. 1,
according to the Plat
thereof, as recorded in
Plat Book 10, Page 70
of the Public Records of
Dade County, Florida.
Note: Underground encroachments
and utilities, if any, not
located. Fence ownership by
visual means only, legal
ownership not determined.
PROPERTY OF:: Sage, Jim and Michelle, 261 N.E. ' 102nd Street,
NOT VALID WITHOUT
THE SIGNATURE AND
THE ORIGINAL
RAISED SEAL OF
?LORIDA LICENSED
SURVEYOR AND
MAPPER.
A BOUNDARY
e6 chments
aring on t
n heret
/2
■
6
5'O• L°��0
12 S
SURVEY
1 hereby certify that the survey repre-
sented hereon meets the minimum
technical standards set forth by the
nd Survey __pursuant to
2.027, Fla. " tes. There are .
o
ion
erl aps.easements
a•
Mat, other than as
-
Fla. Reg. v"' Surveyor No.
nn
/cf ,JF ,LI( &vS,/; ✓F S
• - -c1cLE
/9�
Z5' SO.
C1L?r�.
30 -666- 909
DATE SCALE
S -/5 -93 /��= 2t7
ammmismor
6 -1 -94 "Recertified ", Certified To and name revised.
6 -17 -94 Lender Revised.
8 -26 -96 "Recertified ", Certified To and Name revised.
SO-
22 k
/'
59• SO- 57.471
(')
O
• iami S ores Florida.
LANNES an GARCIA, INC.
L.P. #2098 -
ENGINEERS RO LAND
. E SPIN SA #29 6 PLANNERS
Office address: 359 Alcazar Avenue, Coral Gables, Florida 33134
Mailing address: P.O. Box 561131, Miami, Florida 33156
DRAWN BY DRWG. NO
LC 'd ? 193 -3697
IS #43tr 23277
*i16 � 5ZJ 45207 f
123926
GERMAIN CANVAS
4 AWNING COMPANY
MIA: 1
X180 NE 2 AVENUE (3005) ) 7551 1 -4963
TEL: (
DOM IN I C RUPOL.O, FE., INC.
118 NORTH OCEAN BOULVARD
POMPANO BEACH, FL. 33062
TEL: (954) '184 -2191 FAX: (954) 184 -5610
6CALE 8 N.T.S.
APPROVED BY s
WI." ` TT
DATE NOV. 13, 2001
REYI6ED '
PROJECT MICHELLE 5AGE .
261 NE 102 STREET
MIAMI SHORES, FLORIDA
(,
AWNING FRAME PLANS
DRAWING NJMBER :
5-1 OF 4
•
•
•
.
• 1
•
• • •
•
•
1 .m
IIGV l£
IQ.
.m l£
.o-.£
3' -0'
3' -0'
3' -0'
3' -0'
12' -0'
807. OF FRAME
+1 -6'
ATTACHMENT
DETAIL • 4
a
2' 50-1 40
PIPE COLUMNS
FOOTING: 2' DIA. X 3' DEEP
W/ (2) -1/2' DIA X 16' LONG
PIPES MELDED TO COLUMN.
2 TYPICAL.
r�
■
AWNING FRAME 1
12' -0'
3' -0'
3' -0'
3' -0' 3' -0'
f
f
1' -6'
1
• . .. • • • • ...
• • • • • . • • • •
• • . • • . • • • • • •
• •
COLUMNS. 4 TYPICAL.
.. • • •
• •
..
• •
... ...
. •
•• • • •
• ...
• ••• •
• • • •
•• • •
•• • • •
ROOF FRAMING PLAN
GERMAIN CANVAS
4 AWNING COMPANY
1100 MIAMI, 1 NE 2 AVENUE (3005) ) 7551 1 -4963
TEL: 1
DOM IN I C RUPOLO, P.E., INC.
118 NORTH OCEAN BOULVARD
POMPANO SEACH, FL. 33062
TEL: (954) 184 -2191 FAX: (954) 784 -5610
ec1u.E 1 N.T.S.
APPROVED BY 3
DRAM ' TT
DATE g NOV. 13, 2001
1REVIGED '
PROJECT 1 M 1 C I-I E L L E SAGE
261 NE 102 STREET
MIAMI SHORES, FLORIDA
AWNING FRAME FLANS
DRAWING _ DRAWING N4 ESER 1
S -2 OF 4
BA. ALINING
+1 -6
ATTACHMENT
DETAIL • 1 ATTACHMENT
DETAIL • 1
ATTACHMENT
DETAIL • 3
1 '4
5' -10'
AUNING FRAME # 3
1
q + l' -6`
ATTACHMENT
DETAIL • 3
8' -6'
2' -10'
2' -10'
i
2' -10'
AUJN INCA FRAME * 4
ALINING FRAME # 2
GERMAIN CANVAS
4 AWNING COMPANY
MIAMI, FL 33138 NE 2 AVENUE
MIA
TEL: (305) 151 -4963
DOl" 1 IN I C RUPOLO, PE., INC.
118 NORTH OCEAN 5OULVARD
POMPANO BEACH, FL. 33062
TEL: (954) 184 -2191 FAX: (954) 184 -5610
ecA� a N.T.S.
APPROVED BY i
DRAM ' TT
DATE v NOV. . 13, 2001
REVISED '
PIROJECT 2 M f C I-E L- L- E SAGE
261 NE 102 STREET
MIAMI SHORES, FLORIDA
AWNING FRAME FLANS -
t
S -3 OF 4
CONTINUOUS CAULKING
FABRIC
RAFTER
SEE PLAN
6 'X2'X3/8'
BASE PLATE
ASTM A36 STEEL
W/ 2 -1/2'4 X 4' LONG
HILT! HEX HEAD
SLEEVE ANCHORS.
N
ATTACHMENT DETAIL *1
•
•
TRACK
l'• 5CH 40
PIPE COLUMN
ATTACHMENT DETAIL 3
STL. PLATE 2'X2'X1/4' • 36'
OC. WELDED TO HEAD ROD
W/ 3/8'4X3' LG. HEX HD.
SLEEVE ANCHORS W/
340 Ib. MIN. PULLOUT
CAPACITY EMBEDDED
211' INTO EXIST. WALL.
FILL HOLES W/ CAULK
PRIOR TO INSTALLATION.
1/4' / TYPICAL
(
BASE PLATE
2'
2'
COLUMN TO FRAME
ATTACI —IMENT DETAIL w4
VERTICAL PIPE MEMBER
SECURED TO EXISTING
STRUCTURE . MINIMUM
CONCRETE FILLED MASONRY
WALL. FIELD VERIFY.
6' TRUSS, ALL
AROUND. SEE PLAN.
ATTACHMENT DETAIL * 2
STEEL PLATE 2'X2'X"4'
WELDED TO VERTICAL
PIPE W/ 3/8'40(3' LONG
HEX HEAD SLEEVE
ANCHORS EMBEDDED
3' W/ 340 Ib FULL OUT
CAPACITY. FILL HOLES
WITH CAULK PRIOR TO
INSTALLATION.
CAP PLATE
3 1 1'X3 1 1 'X3/8'
ASTM A36
24; SCH 40
PIPE COLUMN
• • • • • • • .. •
:.: ezIERAL NOTES
. ▪ . . •
• 1. ALL 1F'I 10 1E'I *bIA SCH 40 PIPE, FRAME NO. 1, 3 t 4,
AND 3/4' D I A SCH 40 PIPE, FRAME NO. 2, Fy = 35 KS I,
.: • iSTP'. 4153•tf:RAP4 11% UAN. ON PLAN. PLATES WILL BE
0 1151.
.:. 2: ALL FRAME CON1' EcTIONS SHALL BE FULLY WELDED
AND COMPLY A.W.S. CODE TYP.) 3/16''' 0/.9.
•1 ALL WELC75 10 'GROUND SMOOTH AND WASHED
• fb: i4Ei11Ovt U9OI E STAINS, E10XX ELECTRODES.
• d( ALL N'Rild11 S,4RE DESIGNED IN ACCORDANCE
WITH THE FOLLOWING CODES (LATEST EDITION)
a. SOUTH FLORIDA BUILDING CODE, CHAPTER 43.
b. STANDARD BUILDING CODE, CHAPTER 12 AS PER
PALM BEACH COUNTY AMMENDMENTS FOR WIND
LOADS.
G. CITY OF WEST PALM BEACH ORDINANCE MODIF-
ICATION TO STANDARD BUILDING CODE, SECTION
22013 (4) (d).
5. CANVAS AWNINGS SHALL BE REMOVED WHEN WINDS
REACH MAXIMUM WHOLE GALE FORCE OR INSTALLED
IN SUCH A MANNER THAT THE FABRIC WILL RELEASE
FROM THE FRAME WITH A WIND LOAD CF 15 LBS./SOFT
6. FRAMES WITHOUT COVERING WILL SUSTAIN 140 MI /HR
WINDS.
1. FIELD VERIFY ALL DIMENSIONS PRIOR TO FABRICA-
TION AND ERECTION.
8. FRAMES WITHOUT COVERS DESIGNED AS PER ASCE 1
-93, EXP. C.
9. ALL FRAMES HAVE BEEN DESIGNED USING RATIONAL
ANALYSIS.
10. CONCRETE FOR FOOTINGS WILL BE 3000 PSI,
DENSITY = 135 PCF MIN.
tw =.113 IN.
q" ---
A A. .333 IN'
I ■ .031 IN`
5.011 IN 3
W■ 1.13 Ube /ft
L- OD. = 1.050 IN.
,fg- =.133 IN.
A. .494 IN'
I =.081 IN`
S a .133 IN'
W. Ike lbe /ft
OD. =1315 IN.
SCto D I F' E 0
tw..154 IN.
A. 1.01 IN '
1 =b66 IN`
5..561 IN'
W =3.65 lbe /ft
OD.= 2.315 IN.
SCI-4ED. 40 "co FIFE
Paye 2 of 2
Logend of Survey Abbreviations
A are Distance A/C
(C) "sleuthed
a. Clear
ENC Emo.dims 4
PIP Found ken Pip
C/L
ETP
FIR
Alt Conditioning Pad
Catch Basin
Center Lk.
Electric Traaslormw Pad
Found bon Rod
Official Records Boobs
Point of Curvature
Point of Begkrdng
ON Overhang ORB
PB Plat Bock •• • .. PC
P/L Property Line POe
' UP Utility Pole WM Water Meter
T Tangent LME Lake MaInL Easement
BCR
CBS
CONC
FD
(M)
oUL
PCC
POC
A
AE
Broward County Records
Concrete Block Structure
Caxrete
round
Measured
Overhead Utility lines
Point of Compound Curve
Point of Conrnenement
Central Angle
Anchor Easement
BLDG building
CH Chord Distance
DE
FH
NGVo
P
PO
PRC
PT
o/s
Dreinaga Easement
fete hydrant
National Geodetic
Vertical Datum •
Plat
Page
Point of Rever
Cu,valure
R
RAO
R/W
SEC
SCR
Point of Tangency WM Water Mete
(Mut
a) All Clearances and/or encroachments shwon hereon are of apparent nature. Fence ownership by visual means.
Legal ownership of fences not determined.
b) The Issue of this survey Is only for the exdusive and specific use of those persons, parties or institutions shown In the
certification. Any other Intended use will require written approval from the certifying surveyor or firm:
c) Code restrictions and title search are not reflected on this survey.
d) Underground utilities and encroachments, If any, not located.
e) The flood information shown hereon does not imply that the referenced property will or will not be free from flooding or
damage and does not create liability on the part of the firm, any officer or employee thereof, for any damage that
results from reliance on said information.
f) The lands depicted hereon were surveyed per the legal description and no claims as to ownership or matters of title
are made or Implied.
FLOOD ZONE; x
FLOOD INFORMATION;
Community Number.
Panel • Number:
Suffix:
F.I.R.M. Index Date:
Base Elevation:
120652
93
J
7 -17 -95
Not. Available
Bearings, if any shown based on 0 (reference) `) . •
CERTIFIED TO
• • •
• • • • •• •
•• • •
Phillips, Eisinger, Koss., Rothstein & Rosenfeldt, P.A.; TfVor TitLe
Insurance Company; Sage, Jim and Michelle, and AFTRS - SAG "fie ?eral.•.•
•
Credit Union, its successors and /or assigns. • ••• • .
••••••
• •
•• ••
••••••
•
•
• • •
Sage,
PROPERTYOF: J meand.- Michelle;.:..
•
•
• • •
•• •
•••
•
SIP Set iron Pope
SWK
UE
• •
• • • •
.. • •
••••
.•••
• •
•
Ridius
Radial
Right el Way
Sargon
Screened
Sidewalk
uI.my
Easement
1
i
•.•:'.•
•
•
•
.. ...••
•
•
• e..•.
• •
•••.•
• •
•..••
o leos.
•
•
• •
261 N.E. 102nd Street, Miami Shores, Florida
NOT VALID wrttlour TIE SIGNATURE AND
THE ORIGINAL RAISED SEAL OP rto1DA
LICENSED SURVEYOR AND MAPPER
ARQUNDARY SURVEY
1 hereby certify that lM survey represented
hereon meets the minimum technical
standards set forth by the Board of Land
Surveyors In chapter $10174 Florida
Administrative Code pursuant to Section
472.027 Fla. Statutes. There are no e
manta, overlaps. easements appearing on
Vie Plat, other thin as shown hereto
�'c1Yr Ll _C._�
f G Ni rrt,C • - r
/l. PnOV.
SURVEYOR AND MAPPER NO.
LANNES AND GARCIA, INC.
L.B. #2098
Surveyors- Mappers -Land Planners
Ernesto E. Espinosa #2946
• Address: 359 Alcazar Ave, Coral Gables, FL 33134
(305) 888 -7909 (954) 823 -8883
FIELD DATE
I SCALE
DRAWN BY I DRAWING NO
123976
Rupolo Engineering Co.'
Sfrucfural Engineers
118 North Ocean Blvd.
Pompano Beach, fl 33062
(954) 784 -2791
JOB gl(Q5
SHEET NO.
• CALCULATED BY
CHECKED BY
SCALE
11)4 ) MAIM i 9IO0S L
4 OF
DATE 1 11 901
DATE
c
' 4.2:6
4.2.6.4 INSTALLATION INSTRUCTIONS
1. Drill
Drill the hole.
Clean hole
with blow out
bulb.
4.2.6.5 ORDERING INFORMATION
A
Acorn Head (AC)
Hex Head (HX)
Note: "A" is the overall length form bottom of washer.
Hilti Product Technical Gtlide 8/96
2. Insert
With the bolt
flush to the
top of the nut,
drive the
sleeve anchor
into the hole.
Anchoring Systems
Sleeve Anchor
Note: Definition of nomenclature
Slv Anchor AC 1 /4 x 1 f-
Nut Configuration / \ Outside diameter of sleeve, see tables
for threaded bolt diameter
see dimension "A"
3. Set
Tighten
anchor to the
recommended
torque value
with a torque
wrench.
Over- torquing
will reduce the
pullout and
shear loads.
Description
Slv Anch AC 1 /4 x 1
Slv Anch AC 1 /4 x 2'/4
Item No.
00066023
00066022
Bit
Diameter
in.
1 /4
1/
Bolt
Diameter
in.
3 /18
3 /18
Minimum
Embed. Depth
in. (mm)
1 (25)
1 (25)
Fastens
Material Up To
in. (mm)
3 /8 (10)
1 (32)
Quantity
Per Box
100
100
Description
Slv Anch HX 5 /16 x 1 1 /2
Slv Anch HX 5 /16 x 2
Slv Anch HX 3 /8 x 1
Slv Anch HX 3 /8 x 3
Slv Anch HX 1 /2 x 2'/4
Slv Anch HX 1 /2 x 3
Slv Anch HX 1 /2 x 4
Slv Anch HX 1 /2 x 6
Slv Anch HX 5 /8 x 2'/4
Slv Anch HX 5 /8 x 4
Slv Anch HX 5/8 x 6
Slv Anch HX 3/4 x 2
Slv Anch HX 3 /4 x 4
Slv Anch HX 3 /4 x 6
Item No.
00066024
00015536
00066025
00066027
00066026
00066028
00066029
00065217
00066031
00066030
00065219
00065227
00065228
00065229
Bit
Diameter
In.
5 /16
5 /16
3 /8
3 /8
1 h
1 /2
1 /2
1/2
5/8
5 /e
5 /8
3/4
3 /4
3 /4
Bolt
Diameter
in.
1 /4
1/
5 /16
5 /16
3 /8
3 /8
3 /8
3 /8
1 /2
1 /2
1 /2
5 /8
5 /8
5 /8
Minimum
Embed. Depth
in. (mm)
1 (25)
1 (25)
1 (32)
1 (32)
1 (38)
1 (38)
1 (38)
1 (38)
2 (51),
2 (51)
2 (51)
2 (51)
2 (64)
2 (64)
Fastens
Material Up To
in. (mm)
1 /2 ( 13)
1 (38)
5 /8 ( 16)
1 (44)
3 /4 ( 19)
1 (38)
2 (64)
4 (114)
1/ ( 6)
2 (57)
4 (102)
1 /2 (13)
1 ( 44)
3 (95)
Quantity
Per Box
100
100
50
50
25
25
25
15
25
10
10
10
5
5
Sleeve
Anchor Size
in. (mm)
Bolt
Diameter
in. (mm)
Embedment
Depth
in. (mm)
2000 psi (13.8 MPa)
4000 psi (27.6 MPa)
6000 psi (41.4 MPa)
Tension
Ib (kN)
Shear
Ib (kN)
Tension
Ib (kN)
Shear
Ib (kN)
Tension
Ib (kN)
Shear
Ib (kN)
1 /4
( 6.4)
3 /16
( 4.8)
1
(25)
1100
( 4.9)
950
( 4.2)
1100
( 4.9)
955
( 4.2)
1305
( 5.8)
1340 ( 6.0)
5 /16
( 7.9)
1 /4
(6.4)
1
(25)
1100
( 4.9)
1630
( 7.3)
1520
( 6.8)
1675
( 7.5)
1655
( 7.4)
2420
(10.8)
3 /6
( 9.5)
5 /16
( 7.9)
1
(32)
1700
( 7.6)
2730
(12.1)
2315
(10.3)
3795
(16.9)
2355
(10.5)
3775
(16.8)
1 /2
(12.7)
3 /8
( 9.5)
1
(38)
3280
(14.6)
3855
(17.1)
3010
(13.4)
5345
(23.8)
3065
(13.6)
5830
(25.9)
5 /6
(15.9)
1 /2
(12.7)
2
(51)
3825
(17.0)
5090
(22.6)
3405
(15.1)
5625
(25.0)
4550
(20.2)
9990
(44.4)
3 /4
(19.1)
5 /6
(15.9)
2
(51)
5065
(22.5)
7590
(33.8)
5060
(22.5)
9415
(41.9)
6130
(27.3)
13060
(58.1)
Sleeve
Anchor Size
In. (mm)
Bolt
Diameter
in. (mm)
Embedment
Depth
in. (mm)
2000 psi (13.8 MPa)
4000 psi (27.6 MPa)
6000 psi (41.4 MPa)
Tension
Ib (kN)
Shear
Ib (kN)
Tension
Ib (kN)
Shear
Ib (kN)
Tension
Ib (kN)
Shear
Ib (kN)
1 /4
( 6.4)
3 /16
( 4.8)
1
(25)
275
(1.2)
235
(1.0)
275
(1.2)
240
( 1.1)
330
(1.5)
330
( 1.5)
5 /16
( 7.9)
1 /4
( 6.4)
1
(25)
275
(.1.2)
410
(1.8)
380
(1.7)
420
( 1.9)
410
(1.8)
600
( 2.7)
3 /6
( 9,5)
5 /16
( 7.9)
1
(32)
425
(1.9)
680
(3.0)
580
(2.6)
945
( 4.2)
590
(2.6)
945
( 4.2)
1 /2
(12.7)
3 /8
( 9.5)
1
(38)
820
(3.6)
960
(4.3)
750
(3.3)
1340
( 6.0)
770
(3.4)
1460
( 6.5)
5 /8
(15.9)
1 /2
(12.7)
2
(51)
960
(4.3)
1270
(5.6)
850
(3.8)
1410
( 6.3)
1140
(5.1)
2500
(11.1)
3 /4
(19.1)
5 /6
(15.9)
2
(51)
1270
(5.6)
1900
(8.5)
1270
(5.6)
2350
(10.5)
1530
(6.8)
3270
(14.5)
Anchor
in. (mm)
Embedment
Depth
in. (mm)
Concrete
Hollow C -90
Concrete Block*
2000 psi (13.8 MPa)
P ( )
4000 psi (27.6 MPa)
P i ( )
Tension
Ib (kN)
Shear
Ib (kN)
Tension
Ib (kN)
Shear
Ib (kN)
Tension
Ib (kN)
Shear
Ib (kN)
1 /4 (6.4)
1 (29)
235 (1.0)
450 (2.0)
300. (1.3)
450 (2.0)
200 (0.9)
400 (1.8)
5 /16 (7.9)
1 (32)
310 (1.4)
675 (3.0)
410 (1.8)
675 (3.0)
335 (1.5)
600 (2.7)
3 /e (9.5)
1 (38)
450 (2.0)
1000 (4.4)
600 (2.7)
1000 (4.4)
470 (2.1)
890 (4.0)
Sleeve
Bolt
Size
in. (mm)
Diameter
in. (mm)
Tension
Ib Tension
Shear
r
Ib (
1 /4 ( 6.4)
3 /16 (4.8)
1200 ( 5.3)
1950 ( 8.7)
5 /16 (7.9)
1 /4 (6.4)
1330 ( 5.9)
2685 (11.9)
3 /6 ( 9.5)
5 /16 (7.9)
1665 ( 7.4)
3740 (15.6)
1 /2 (12.7)
3 /6 (9.5)
2430 (10.8)
3740 (16.6)
Sleeve
Bolt
Size
in. (mm)
Diameter
in. (mm)
Tension
Ib Tension
Shear
r
Ib (
1 /4 ( 6.4)
3 /16 (4.8)
300 (1.3)
490 (2.2)
5 /16 ( 7.9)
1 /4 (6.4)
330 (1.5)
670 (3.0)
3 /6 ( 9.5)
5 /16 (7.9)
420 (1.9)
930 (4.1)
1 /2 (12.7)
3 /6 (9.5)
610 (2.7)
930 (4.1)
Anchoring Systems'
Sleeve Anchor
Carbon Steel Sleeve Anchor Ultimate Loads in Concrete
Carbon Steel Sleeve Anchor Allowable Loads in Concrete
Stainless Steel Sleeve Anchor Allowable Loads
• ASTM Specification C90, Type II
Carbon Steel Sleeve Anchor Ultimate Loads Carbon Steel Sleeve Anchor Allowable
in Hollow Concrete Block *
ASTM Specification C90, Type II.
Loads in Hollow Concrete Block *
* ASTM Specification C90, Type II.
4.2.6
No tension or shear values are published for the 5/8" or 3/4" diameter sleeve anchors in concrete block. The 1/2" diameter sleeve
anchor, at its ultimate load, will consistently fail the concrete block. The 5/8" and 3/4" diameter sleeve anchors can be used in
concrete block, but the ultimate load values achieved will be no higher than those of the 1/2" diameter sleeve anchor.
PERMIT APPLICATION FOR MIAMI SHORES VILLAGE
Date ) ZO Job Address c 1 N P 1 Oa D � l Tax Folio 1 ("" 3aOC) " (3- 2 4c160
I ' 1 f i
Legal Description L04 IS .4 l i 0.w Shore io I Historically Designated: Yes No
Owner/Lessee / Tenant Se.vt nt F e r is i e ((e i re co - 50,5 €"
Owner's Address 0 N SO a- SI •
(
Contracting Co. 10.ri) t 1 CD (ASS c* Windt) t S
Qualifier C-61-LA `p
State #
Architect/Engineer
Bonding Company Address
Mortgagor Address
Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN
Square Ft.
, V0 fk-
ROSA I. PALACIOS
My Comm Exp. 12/28/2001
No. CC 7051)5
1) Personally Known I Other I.D.
N r : as to Owner and/or Condo President
y Commission Expires:
i (oaa-g33
FEES: PERMIT t �S 1 RADON
Address
Address
Master Permit #
Phone (3 DO 15 "7- 10-14
IS9� 1i&i Ave
ss# Phone 3os 6924306
14r q lamed r„s
Municipal # 3 0 tf100a$ Competency # yl 1356()%1 Ins. Co. Pi +1.1 wsrK.ers f
flcuu cothat-top,
Estimated Cost (value) la ZOO. 00
WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO 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.)
Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work
will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL
PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK.
OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating
cons tion and z g. Furth- • or- I authorize the above -named contractor to do the work stated.
( Cr /AJI ihA4
Signatur of o and/ condo • 'dent
/// 9-(9 0/
Da
of Contractor or Owner- Builder
as to Contractor or Owner- Builder
y Commission Expires:
ROSA I. PALACIOS
My Comm Exp. 12/28/2001
No. CC 705125
ersonally Known 11 Other I.D.
C.C.F. t - b 0 NOTARY BOND
Electrical
TOTAL DUE L el. t 1
Date
i/07/6/
APPROVED:
Zoning Building
Mechanical Plumbing Structural Engineer
PAY
TO THE
ORDER OF
LPL/ ILVII `IV
LJ
PLUMBING o PERMIT
Tr ROOFING ❑
• MECH ❑
Owner of
Q Building
UNION PLANTERS BANK
Ocoo -
CONTRACTOR or BUILDER
YAMILL GLASS & WINDOWS INC.
(305) 826 -2121
480 W. 84ST. A -107
HIALEAH, FL 33014
■
• Architect
Contractor /; ' .
or Builder 1 " a'n/ C f' .�� .
L egal Lot J t� .4 /(2
<, Description C) 1 BI.
\ Address of c7169/ M. F / /)
�, Building ! (� ‘s
,(444,<,
1
50364
Work to be performed under this Permit
BY
II� 00 L34711' 1:0670084 L41: 1096601581300
Z'2 jn' cp ! - -),%'
l'
/0/90
Z : '
� A
Value of ll 7�
Project $ r ✓ 00 U 6
Date . 1 c x / ( ) 20,) f
t
Contractor's
License No.
tr-
1347
' / '-' - D —� ',/ 63841/670
N6'Ul'� 2 / ? Gto/ DATE
$ /9/'
•u.i
DOLLARS CO
I1
✓ This permit is granted to the contractor or builder named above to construct the building or to install the equipment or device described in the applica-
tion herefor in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed in compliance with any
• plans, drawings, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permit may be revoked
• at any time if the work is not done in compliance with such ordinances or if the plans are changed without authorization. A further condition upon which this
permit is granted is the understanding that the contractor or buil4er named above assumes the responsibility for a thorough knowledge of the ordinances and
regulations pertaining to the work covered hereby whether phpwir on the plans or drawings or in the statements or specifications and that he assumes respon-
sibility for work done by his agents, servants or employeesr2' ./
r
Signed 7 BY
In consideration of the issuance to me of this permit I 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 responsibility for all work done by either, myself, my agent, servant or employee.
AUTHORITY
- i
/' •r
)
ITT'.
Permit: I , () ‘,)
CCF: O
Notary:
Bond:
Radon:
Amount of
Permit: ! + '
e l 11 : �V
STATE OF FLORIDA)
COUNTY OF DARE)
attached survey, performed by
performed on
The undersigned Affian
Witness(sign and print)
' 7 I b
t . M dQGKCR
t c,.
r-01 RfUk9621i
M uni - SYLoreJ Vd-tage
property owner)
Gt iNiN S`
(name of surveyor's company)
, is an accurate representation of the existing conditions and
(date of survey)
locations of all structures on the property as of this date.
The purpose of this Affidavit is to induce Miami Shores Village to issue a building permit for the
property without first providing a survey less than six (6) months old. The Affiant, as property owner, further
agrees to remove or obtain permits for any structures which now may exist on the property which are not
permitted or which may violate zoning or building code regulations. The Affiant further understands that the
existence of any such structures may affect final inspections as applicable to this or other permits..
Further, Affiant sayeth naught.
Witness(sign and print)
hereby attest that the
AA 2C) Pr r\IC
SWORN TO AND SUBSCRIBED before me this ' day of ek,Nt iirtie—
Affiant is personally known to me, produced LP 1, 1(Daa Lt l,3T' dentification.
NOTICE OF COMMENCEMENT
A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION
PERMIT NO. TAX FOLIO NO.
STATE OF FLORIDA:
COUNTY OF DADE:
THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with
Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement.
1. Legal descrip 'on of property address: L- b + 1 s 19 of M 1 .0‘ m 1 . h c, s e 5e c4 i c r
V 1
P S pery and street a
10 V. 70 1
L 1C
2. Description of improvement: ger Ia.cE L i nc c u:S
3. Owner(s) name and address: .-Lh r► (F r r I% CIA 9-Ile
Interest in property:
Name and address of fee simple titleholder:
4. Contractor's name and address: 1 Q,Wt ; 11
FC . 330 If
5. Surety:(Payment bond required by owner from
Name and address:
Amount of bond $
6. Lender's name and address:
7. Persons within the State of Florida designated bq
by Section 713.13(1)(a)7., Florida Statutes,
/tr
Name and address:
6. In addition to himself, Owner designates the following person(s) to receive a copy of the Lienor's Notice as provided in
Section 713.13(1)(b), Florida tatutes.
Name and address: �� ffi
9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a
d erent dat: is specified) I. A"
ner �.
Print 0 ner's Name e.CN , t=Fr — N)1 E • �Tf n -
Sworn to and subscribed before me this 'PG day of C V e..01 er , 200 1
r1 - lq
4)//1--
Notary Public Y i a-LP / u`
Print Notary's ame R-°s a 1. 03
My Commission Expires I3 ij
IC 'i Wi nQO S
contractor, if any)
or t"LC
Y C&
v :,g;rul filco
I I - 3g0Co -013 -1 4%
my hang
HAh�t'; hU; lrl. GL"
r zu,O ` S,� c c) . .� (� / ti e /O � Sf
ID cc,' 1 Or 1 nl-.
3
ROSA 1. PALACiOS
Co &p. 12/28/2001
No. CC 705125
11 Penanaly Known P then I.D.
0 18652646 2001 NOV 27 15:
rye
159 6D-
k;w y3 Ave,
p I �• I,
r documents may e served as provide
Prepared b$Q /
Addres /F P �L if/q 5
MIAMI -DADE
PCT Illdus(rics
1070 TccIlnology Drive
Nolcornis
Approved:05/20/1999
FL 34274
• •.• • • • •••
• • • • •• • •
• • • • • • •
• • • 000 • • •
• • • • • • • • •
• •.•
•
• •
• . • . . • . • , . •
. • •
• ▪ , • • .. • • •
• • • • • 000
••• •••
•• • • .•. ••, •''i1AML -DADS COUNTY, FLORIDA
■f5T1ZO -DADS FLAGLL BUILDING
•
•• • • • • • 'I :Ult-DING CODE COMPLIANCE OFFICE
METRO-DADE FLAGLER UUILDING
140 WEST FLAGLEIt STREET. SUITE 1603
MIAMI. FLORIDA 33130 -1563
(305) 375-2901 FAX (305) 375 -2708
• . • • ! : : • - •
PRODUCT CONTROL NOTICE OF ACCEPTANCE
CONTRACTOR LICENSING SECTION
(305) 375 -2527 FAX (305) 375.255s
CONTRACTOIt ENFORCEMENT SECTION
(305) 375.2966 FAX (305) 375 -2905
Your application for Product Approval of: PRODUCT CONTROL DIVISION
Scrics HS-710 Aluminum Horizontal Sliding (305) 375 -2902 FAX (305) 372 -6339
o Windo;v - Impact Resistant (5/16" Lamina Led )
undcr Chapter 8 of the Codc of Miami -Dadc County govcrning thc usc of Alternate Materials and Typcs of
Construction, and completely described hcrcin, has bccn recommended for acceptance by the Miami -Dadc
County Building Codc Compliancc Office (BCCO) undcr thc conditions specified hcrcin.
This approval shall not bc valid after the expiration date statcd bclow..B000 reserves thc right to secure this
product or matcrial at anytime from a jobsitc or manufacturer's plant for quality control testing.
If this product or matcrial fails to perform in thc approved manner, BCCO may rcvokc, modify, or suspend
the usc of such product or matcrial immediately. BCCO reserves the right to rcvokc this approval, if it is
determined BCCO that this product or matcrial fails to meet thc requirements of the South Florida Building
Codc.
The expense of such testing will bc incurred by the manufacturer.
Acceptance No.: 99
Expires:05 /20/2002
Raul Rodriguez
Chicf Product Control Division
THIS IS THE COVERSI•IEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL
CONDITIONS
_ BUILDING CODE & PRODUCT REVIEW COivIlmirr 1,
This application for Product Approval has bccn reviewed by thc BCCO and approved by thc Building Codc
and Product Rcvicw Committee to bc used in Dadc County, Florida under thc conditions set forth abovc:
•ranclsco . Quintana, -R.A.
Director
1 of 3 Miami -Dadc County
Building Codc Compliancc Officc
PGT 'Industries .
• • • ••• •
- • • •• • • •
• • "'. •
• • • •
• • • • • • • .
• •• • • • •
•
• • •
• • •
• • • ••
• • • • • . . . - • •
• • • • • •• • • •
• •
•
. • • • ••
•
•• ••• •
•
• • • • • • • • • •:
• • • • • • • • •
• A:C i•
..• .. •.' .1'•TANCE No.: •
APPROVED
EXPIRES
NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS
99- 0204.03
MAY 2 0 1999
MAY 2 0 2002
1. SCOPE
1.1 This approvcs an aluminum horizontal sliding window, as described in Section 2 of this Noticc of
Acccptancc, designed to comply with the South Florida Building Code (SFBC), 1994 Edition for
Miami -Dadc County, for thc locations whcrc thc pressure requirements, as determined by SFBC
Chapter 23, do not exceed the Design Pressure Rating values indicatcd in the approvcd drawings.
- 2. PRODUCT DESCRIPTION
. - 2.1 The Scrics HS 710 Aluminum Horizontal Sliding Window - Iiupact Resistant and its
components shall be constructed in strict compliance with .the following documcnts: Drawing No
4112, titicd "Impact Horizontal Sliding Window (X0)" Sheets 1 through 3 of 3 dated 2/1 6/98,
revised on 1/29/99, signed and scaled by Robcrt L. Clark, P.L. bcaring thc Miami -Dadc County
Product Control approval. stamp with tlic Noticc of Acceptance number and approval date by the
Miami -Dade County Product Control Division. Thcsc documcnts shall hcrcinaftcr bc.rcfcrrcd to as
the approvcd drawings.
3. LIMITATIONS
. 3.1 This approval applies to single unit applications only, as shown in approvcd drawings.
4. INSTALLATION
4.1 The aluminum horizontal sliding window and its componcnts shall bc it tallcd - 1n strict co inliance
with the approvcd drawings.
4.2 Hurricane protcction systcm (shuttcrs): thc installation of this nit will not require a hurricane
protcction systcm.
5. LABELING
5.1 Each unit shall bear a permancnt label with thc manufacturer's name or . • • , state and
following statement: "Miami -Dadc County Product Control ;•.pnrovcd ".
3L L..DLG T UR2Ni� i z,QLTt LMEN S
6.1 Application for building permit shall bc accompanied by copics of thc following:
6.1.1 This Noticc of Acceptance
6.1.2 Duplicatc copics of the approvcd drawings, as idcntificd Scction 2 of this Noticc of
Acceptance, cicarly marked to show the components scicctcd for the proposcd•installation.
6.1.3 Any other documcnts required by thc Building Official or the South Florida Building Codc
(S1 in ordcr`to properly cvaluatc the installation oC this systcm.
Manucl P rcz. P.F. Prr '-t r, -
\'(? rf
J'GT Industries
NOTICE OF ACCEPTANCE:
• • • • •• • •• • •
. • .• • • •
•. .. • • • • • • • •
• • • •
• • • • •. • • •
• • • ••• • • •
• • • • • • •••
• • .
• • • •• ' • • •
• • •• . • • • •
•
• • ••• • • •••
••• •••
• • • • o ••• •.• •�• • ' • • • • • • ••
: No.:
1. Renewal of this Acccptancc (approval) shall bc considcrcd aftcr a renewal application has bccn filed
and thc original submitted documentation, including test supporting data, engineering documents, arc
no older than eight (8) years.
2. Any and all approved products shall be permanently labcicd with the manufacturer's name, city, state,
and the following statement: "Miami -Dade County Product Control Approved ", or as specifically
statcd in the specific conditions of this Acceptance.
3. Renewals of Acccptancc will not be considcrcd if:
a) There has bccn a change in thc South Florida Building Codc affecting the evaluation of this
product and the product is not in compliance with the code changes;
b) Thc product is no longcr thc same product (identical) as the one originally approved;
c) If the Acccptancc holdcr has not complied with all the requirements of this acceptance, including
the correct installation of flic product;
d) •Thc cnginccr who originally prepared, signed and scalcd the required documentation initially
submittal is no longcr practicing thc engineering profession.
4. Any rcvision or change in the materials, usc, and/or manufacture of thc product or proccss shall
automatically be causc for tcrmination of this Acccptancc, unless prior written approval has bccn
rcqucstcd (through the filing of a, revision application with appropriate fcc) and r:rantcd by this: office.
5. Any of thc following shall also be grounds for removal of this Acccptancc:
a) Unsatisfactory performance of this product or proccss.
b) Misusc of this Acccptancc as an endorsement of any produce, for salcs, advertising or any other
purpose.
6. Thc Notice of Acccptancc number prcccdcd by thc words Miami -Dade County, Florida, and followed
by the expiration datc may bc displaycd in advertising litcraturc. If any portion of the Noticc of •
Acccptancc is displaycd, thcn it shall bc done in its entirety.
7. A copy of this Acccptancc as well as approvcd drawings and other documents, where it applics,.shall
bc provided to thc user by thc manufacturer or its distributors and shall bc available for inspection at
thc job sitc at all time. Thc cnginccr nccd not reseal thc topics.
S. Failure to comply with any section of this Acccptancc shall bc causc for termination and removal of
Acccptancc.
9. This Noticc of Acccptancc consists of pagcs 1, 2 and this last agc 3.
rNr (1r TrTY(' 1'r' -r I ■ire •-
APPROVED
EXPIRES
STANDARD CONDITIONS
Manucl crcz, P.C. Product Contr
Product. ontrol Division -
99- 0204.03
MAY 2 19§
MAY 2 0 2002
:am
LARGE ik:IISSLE IMPACT WINDOWS
• 1.) `r (1 /3 ,L`wEALE /.0 F7 O 1 /8 /J A. ANNEALED)
7.) CONFIGURATIONS: XO or OX
3.) D =510;1 PRESSURE R AT 'C:
+75 P. S. F., -75 P.S.F.
4.1 �; CHI ?.RS:
' 5 3/4' FRO./! EACH CORN' ER (HEAD & S!1)
PAX. 6 /8' Fia'.1 EACH CO.^'fEP, (JAI./ S)
, 'rCHO. ?5 °ARr, 4 FPOl.r EACH MEETING R.
�GX S.c.tCCic Ar HEAD 1 SILL: 15.000
( - -Y. SPACI,VG AT J 12.500
S S WTER REQUIREMENT.
T.
r;0 SHI,iiERS REQUIRED
5) REFERE iCE TEST REPORT: F11.-1969
71.000
15
P.-v. 0 :i CE r_R.
Ft?. !t& C S :!L
4.000 —I
ELEVATION
I — 4.000
ITEM
1 FLANGE FRAME JAMB Alum. 6063 –T5)_ 612225
2 FIXED MEETING RAIL (Alum. 6063 –T5) 612228
3 SASH MEETING RAIL (Alum. 6063 –T5) 612229
4 SASH SIDE RAIL (Alum. 6063 –T5) 612230
5 GLAZING BEAD (Alum. 6063 –T.5) 6534571
6 WINDLOAO ADAPTER (Alum. 6063 –T5)
7 FLANGE FRAME HEAD (Alum. 6063 –T5L
8 FLANGE FRAME SILL Alum. 6063 –T5
9 ,FRAME SILL ADAPTER (A!urn. 6063 –T5
10 SASH TOP /BOT. PAIL A!urn. 6063 –T5 )1612240 2
11 SCREEN RETAINER (Alum. 6063 –T5) 6532377 1
12 5/16" (.350) W /MON SAW TO INTERLAYEF' 2
13 5/16 .350 4',' /OLlOOi`Ji' INTER LAYER
14 ANTI –LI=T CHANNEL (Alum. 6063 –T5) 612244
15 if=10 x 1.000 Ph. Fl. SMS 710X1
16 1=-'6 x 1.000 PH. PAN SMS
17 WEATHERSTRIP, THIN WALL BULB VINYL
18 #8 x .500 PHIL. Fl
19 r- ='8 x 1.000 PHIL. P.H. SMS
20
21
SWEEP LATCH
WEEP HOUSING
22 WEEP FLAP
23 ROLLER HOUSING
24 BRASS WHEELS
25 WEATHERSTRIP – PILE \FINSEAL
26 SILICON
271 WE 4 THERSTRIP. BULB' 1
6 3/6
r -12 1/2'
r- R
DESCRIPT10l1
prc 6/:
D. B.
F:rr::a L'f:
0.B.
V.T.
2
8
612236 1
612237 1
612238 1
612239
16TP247
7856A
781 P0.A
71090
70250
70251
2
1 �0 midspan of vent)
4 Windload Adopter screws)
76X1PPA 2 (for cnti –lift channel)
8 (1 oer Glozina Bead)
2 (Sweep Latch screws)
4 (when usino 2 Sweep Latches)
22 (Frame /Vint assv. screws) .
1 (11.5" from ends –vent mtg. roil)
2 (if height is >= 42
13 (1 Omiidspar, /2 1/4" from ends)
3 (1 O,midsoon /2 1/4" from ends
73,=Z'f ; L2.
751052W
528899
6 T.n24 9
9
VINYL–TECH/P.G.T.
2 (Oven t top /oot roils mta. rail) SCHLEGEL CORP.
100W Car; ,VING
I TEA,'.4 PLASTICS
4 (2 oer Roller Housina)
1 (O '.vent /amt) roil)
2 /16/98
x: 1/29/. 9
q
N.T.S.
QTY. /LOCATION
•
ALUMAX '
▪ .
ALUMAX
'O midsoon of frcrr` %1j} •
• � j
• .. .4LU;•14X
•
• AL X' •
A
•• a • • •• 4J. 'U1 1 ,4
• • • AI t/MA
• H:P.•G,
0 ea. end of vent too roil
• •
•• .•
-r-.
• .•
.•
• • •
')r /:
- 1 S
/.�.;rc3 , P.O. QOX 1529
NNIOKOMIS, FL. 34274
• • • •41IA •
• • • :41UN43'.
H.P.G.
ALUMAX
FASTEC
VEr100R
MERCHANTS FASTENER
TEAM PLASTICS.
MERCHANTS FASTENER
I.!ERCHANTS FASTEr•:ER
).(IN/ATURE DIE. CASTING
MASTER TOOL
/:!ASTER TOOL .
/.!ASTER TOOL
,r 20';E0 ;.s car,.F YU„ WIN; T::;
ScAlf,!
Lr ��
J u l f •
orogress o y�
.1. ,r . .. __ ▪ S.-.C ,-• 2 A r _�
I •l:•i: ] /A f :! : :'
^ 11
I it
to:!:
SECT. 1 c' .S
1/./PACT HORIZONTAL SLIDING WINDOw.4 0)
Orc. :n;
41
VENDOR #
AF -12225
AF- 1222.8
AF -12229
AF– 12230
AF -53 4571
AF– .1223 6
AF– 12237
AF -12238
AF -12239
AF -12240
(AF- 532377
AF -122 4
TP - -247
PG T. 2 14. XX
7–M10-2.50
7–M10-251
170312
FS7526– 187
899
IT' -2 49
1
7
=RIOR
25
ROUGH I
OPENING
2.710
- Litf
i
VERTICAL SECTION
ROUGH
OPENING
.500
14
16
i
2.094
.500
INTERIOR
•
ROUGH
OPENING •
2.784
1 F
1/8 Ann. —� � -
.090 Interloyer
1/8 Ann.
GLAZING OPTION:
5/16" (.350) Y / /LAMINATED IN l ERLAYER
- 74.
cn;
.500 T
D.B.
:.J El•: D. Q
vendor tie.:
HORIZONTAL- SECTION
n_216
16/98
X29/99
Scola:
2X
f-
• .
.. • •
• •.
• • •
•
......
•
• •
.. • •
• • • ... M •
• • • • • • •
• • ... • • • • •
• • • .. ...
1 : -- 1 L /...,• r ,-. l`� __--�—
rw .,ril _
I Sn : e 2 c. .i
=s„ P.O. BOX 1529
NOKOMIS, FL. 34274
.705
710
•
•
• .
2.784
.500
INTERIOR
EXTERIOR
ROUGH
OPENING
A'PRO'!EO ,3 COMFLYINS WIN THE
SOUTH FiMai• EUi1. iG COOE
CT i �:I c
1 T
Fl;JOJ
EU'IG:G?
CO Z": ''CE
:CC•?T ••: :CF 60.
SEC
IMPACT SECT. VIEWS - NOR. SLIDE_.. (X0)
:n -;ny 1:o.: acv
g 4112 A
rr ?. 11:1,40
•
1J
1 xWOOD
BUCK
r .250
IdAX.
.1/4" TAPCON
PER ANCHOR
CALCULATIONS
1 /4" TA PCON
PER AtICHO R
CALCULATIONS
F .250 MAX.
T'Y ?. SILL
1.250
2 x WOOD
BUCK
1.250
fi �..�
,�± � �� �l
TY ?, HEA
— i c
• 6.
•
• • i •
LJ'
.250
/ f i. 4 1 X .
/12 PANHE4O
PER ANCHOR
CALCULATIONS
/12 P'NHIAD
PER ANCHOR
CALCULATIONS
.250 MAX.
1
1
x WOOD
BUCK
Dra.+n Ey:
D. B.
A.e.i;ad El
D. B.
Vendor Po.:
2/16/98
1/29J99
score:
N.T.S.
Fr?. JA K/9
•. •
• •
•
•
•
TYP. J JI.-7
�
• • •
•s •
•• • •
• ••
•
•
• •
• •
•� • •
• .
• • • • t
••..• .• ••
••.. • •e •
.
• • • •
•. ••••
2 x WOOD
BUCK
••• • • • .••
•P • •
• • • •.
• • • • • .
.•
• • ••
•
•
•
•
•
•
1 x W000
BUCK
P.O. BOX 1529
NOKOMIS, FL. 34274
— 1.250—
•
•
•
•
P.
1
a
.
:,c;v;iccGan: Prod. Cc. Rem: 710 .
1 GC
■i . c; ; IC
5G - n3
/12 P ANHEAO
• PER ANCHOR
CALCULATIONS
or e. ;,
1/4" TAPCON
PER A :'Ch'OR
CALCULATIONS
T �j" Y r0 ressi.'z Y ! •., - l'� chn0109% •
ANCH. t - -- c:
'TYPICAL HORIZONTAL ROLLER ANCHORAGE
(1 /4 " TAPCON /OR j'' 12 PANE l5;D)..
4112
Rev.:
A
:CHO."'S:
TrP..
I-
-
PROCUCT
_may
GLAZING
PRODUCT
MULLION
+.,
r
(2) 1 � :, MULLED 1 OGET ,Li E
FOR DL rr`;','.'i IING MAX ALLOWABLE
L }:_SICt i PRESSURE SEE TABLES
PAGE 5 OF 5
1',1,4X O PENING _ W OR W1 + W2
id ULL LENGTH = H
NOTES:
1. FOR /il`I< 'OP"G` TYPE QUANTITY II,' /. D LOCATION
REFER TO SHEETS 2, 3 AND 5
2. WINDO:•'iS1; AY BE MULLED TOGETHER, TO A MAX. OF 5
3. MULLIONS ARE APPROVED FOR IMPACT cf: NON- -IMPACT
4. REFERENCE TEST REPORT FTL -2902, 2903 AND 2975
7YPE.'L?
-C ur.; "p\�\ I GLAZING
BOTH :�3
PRODUCT
•. "17. .
. 7 .
TYP.
H MULLION
GL4ZINS
PRODUCT
UNITS
HI
P'f = H 1 + H2
) 'WINDOW MULLED
w /ONE ABOVE
FOR DETERMINING MAX ALLOWABLE
D[ SIGN PRESSURE SEE TABLES
ON PACE 5 OF 5
!,MAX OPENING = H O;? H1
h: JLL LENGTH = Ll
ANCHORS:
TYPE. "8.
"C" Of? 0"
BOTH ENOS
Robot L. C'q /,~
I:E.
:�t'rLCDu 1
TY'.
MULLION'
\
GLAZING
PRODUCT
}Y
CL AZ!NG
PRODUCT
ODUCT
MI
GLAZING
PRODUCT
;l1' -- 412
}'/ = !.'/ 1 4-W2
PI = HHI+H2
(.2) WINDOWS MULLED
V/ . A S OVt_
FOR D 7 RIM1NG MAX ALLOWABLE
DESIGN PRE SEE TAB' ES
PAGE 5 OF 5
h;' i) MAX CPEi`'Ii .IG = H OR L1 1 ; 1 -12
MULL LENGTH = tiY OR V/1 ; -W?
Ai 2, MAX OPENING G -= W OR V/1- /2
MULL LENGTH = H1
Urc. ,
D r.2t3 ^n: ETA
/ ', r � 1'JGFI 1\11 0 I L
t
i- t,;::,, - T WALL MULLION
1 S1 r. � „ -,L�.
scrics7.,.rrret: s ects: She =t:
1070 TECHNOLOGY DP.!`/ ' P.O. 130X 152.9 NTS ( °I
"r; - I 34275 NQ,'<OMiS, ft .34274 MULLS
h,2..
H1
• • ••• •
•• •• • • •
• • • • • •
• . • • •••
• • • • •
• • ••• • •
,A: CH.RS
-
TYPE i1'
P.J.P.
• • •••
•• ••
• • • •
• •
• •
•
•
•
•
• • •••
• • • • • •
• • • • • • • • • ••• • • •
• • • • • • , •
• • • ••
A;+CHORS:
•• • • TYi'E "8•, ••• •
•
••• • • • �• • . a. • 1 � —
iYR
MULLION
Ch f iy:
�
/.� 8/0
r
•
Revisions.
G1 4ZI,'IC
PRODUCT
GLA21; :G J GLAZING
PRODUCT f PRODUCT
GLAZING
PRODUCT
- . — }y2— — iii - --
= i' <I +W2+ 3
PI =
1-11+1 "I2
MULTIPLE 1 'VI.NDOWS Wit! ED
':'OVE
FOR DET ER1,!INING MAX ALLO HLE
DESIGN PRESSURE SEE TABLES
ON PAGE 5 OF 5
M3) MAX OPENING = H OR 111-f' H2
I,; ULL LENGTH = W OR �'� 1 -I /2_ -1 -W3
P
r = I'% + W OR I /�+ W3
1 / I) MAX OPENING — /� 1 -i'i�2 Vi�� l��
„IULL LENGTH = 1-11
APPiC;'VEGrS CC.'di'll:`iu 1.1i)I 1. 2
BOUT, i FLOR: 1 i ;1',DI J C' OE
� l
lJ
Of -:CF -
00
ACCEPTANCE t ;l � - --
H2
hl 1
Or°,ving No. I {c v'
P.C.T. 1x I-1" MULL = 3"
•1 10.: CLIP
IT FLANGES r.:7
CLI!' TO FORM A
i'. • ;.)
INS TALI_ AS SHOYiN
P.C.T. 1 x AV...IL/0
TYPICAL UL.1.1C TO ik.IULLION INSTALLATIOi'l TYPE ':4 ".
P.C. T.
MULLION
2" OF,'
/12 F.H. s.m.s.
STA R ED ON
OPFOSIT.:7 S:0 ES
:'01' TO
TITER."- !:E WITH
/. 0;HER)
C) :_; ;
; y- j12 .F.M.S. (1991)
' ALL FASTD !EPS
di 'MUST 5 DAD .= COUNTY
SEE NOT 11
(r ( I Ty?
,
5 ,..fu,/.--
I ,
t
(TYP), i 0
(T IP);
-9RT ANT
1 .ITHY 0! ANCHORS SHOWN ARE FOR A PICTORIAL
'R ES ElITATI ON ONLY. FOR CORRECT QUANTITY OF
7-10F,'] PLEASE REFER TO CHARTS AND FIND THE
?RECT MULL SIZE: AND PRESSURE REQ'O FOR YOUR
- CIFiC APPLICATION.
I (.
- TYPICAL ,)1I1,11_1_1 TO STRUCTUR VA' TH
woni BUCK TYPE "e".
C.;
7 0R MU/ 1_ SIZE AND a/AN OF ANCHORS REOUIRED
ET SHEET c. FOR ANCHOR LOCATIONS SFr SHEET 3.
Lili t T OF ANCHORS FOR — CLIP IS THE SAM
S THE UANTI ( OF ANCHORS FR0,4 CI IP—TO — OPENING.
-- ?EFCREI‘/CE TEST REPORT FTL— 2902 , 290.3 AND 29 75
0? "
/12 F.H.
STA;D OPT
OPP0.1.
(so .s NOT TO
FIE WIT)!
EACH
SEE
»2 (19•,)
)'L' rITiTC,i INT(.?
WC01..) ALL
MUSF c. coo cou,.;rt
APPROYEO. SE L NOTE
P . C . T . 1 x MULLION
w000 BUCK
REMOVED TO
CONCR.ETE
ti
Ro 1/
bert L. L. Cbi
RE. V39712
r
51
P.C.T. 1 x MULLION
"TYPICAL MULLION TO STRUCTURE WITH WOOD
BUCK REMOVED FROM CONC. TYPE "C".
• • . • . . . ,
• . ' . •
.11 '1 •••• • : •
• • •
• • • • • •
•
•
• • • •
WOOD • • •
D'JCK
/- K
'
7' 1
• • • • • • • • • • • •
• • • • • • • • • • • •
• • • • • • • • • •
• • • • •• • • • • • • •
•
: • : • • --•— o,4 4..—
•
24., (nn
-1-
•• •
•
• •• • • i• ...•
• •
• •
13••)•!ill. • • -* • • • .• • ••• •tr
.• . - .
1070 TECHNOLOGY OFaVE P.0. BOX 1529
NOKOM:5, FL 34275 NOKO.',115, FL 34274
/12 F.H. S.M.S.
• • • • STAGGERED ON
• • • • •
• OPPOSITE SIDES
_ (50 A S P107 TO
r IATTE.RFERE WITH
/ EACH 0 THR)
,-. — • -! ; SEE NOTE: /1
• • •
• • • •
- -• ------ - - •-••
I — 2 " OR 4." —I
1 ••
. • •
: •
:. •
o
Hr,v. r `. 3 - TAPCON (2461)
,::.'1. ') PENETRATION INTO
CONCRETE OR BLCK
S TRUC (LIRE. ALL. FASTENERS
musr BE DAD COUNTY
APPROVED. SEE NO TE 11
;12 F.H.
S TAG C!_ ED 0'!
OPPOSTTE 5:0ES
(50 AS r;or TO
r IN TE.RFERE. WITH
EACH 01 HER)
SEE. NOrE 1
I 1 :
2 (TYP)
0
I la (IYID)';;
Am. r y rA.Pcon (246_9
.: .. \ .“): 1; ."-'i..:"N:-.71..1A: ICN INTO
c ..
'.1
1 CON'2.F.';'..7.7 or: ElLOCK
I )1
.:UST El:: (.-;E c)u'ri
1 sri?!..q.:1 ALL rAsi:PiERS
•• • . 4- • • ' • ' • • . ' A .. •-• ,..P. SEE I:3 rt.. ,./ 1
.. . . . • ..
TYT- ION TO STRUCTURE WITH
131./CK ANO CONC. TYPE "0".
E,': C,'kd Ey: 10c;:
rbruen
P. 4/28/00
N STALL/1.710N DLTAIL. _
P'10:s• AS C-Ot.'.ijl:(11:(.;
t FLO:::C 7JDC C.
0
-
•
COOS O:1,10
;•;CC:,P;;;;,,s: 0
WALL_ Mt J L L ION
seric,/mod,i: s Shect: Oro wit..) tk. j Pev:
MULLS NTS 2 ct I 662C)
11_/P LENGTH CHART
FOR 1x lyfULL
7 s
_ /
1 .
8
-11
'16
1- X
HE.
:P TA T
VTITY OF
--IORS S H N
FOR A PICTORIAL
? E N TA T ION
FOR CORRECT
\ITITY OF
4ORS PLEASE
TR TO CHARTS
FIND THE
— 'ECT MULL SIZE
PRESSORE
'[.) FOR YOUR
'_!CATION.
1
4
A
2
--
1
1" MULL CLIP
TWO (2) ANCHOR LocATIONS
EXTRUSION DWG i• 1099
3
8 — MIN. FROM
ENDS (TYP)
1" MULL CLIP
FOLTr? (4) ANCHOR LOCADONS
EXTRUSION DWG 1099
.,
7 ,,1, - - . ':,,'.,•• ------
•/ e ,--,.. / /
NOTE: R Z. (..1, fil:
1. REFERENCE TEST REPORT FTL –2902,2903 AND 2975
j'/2'
• .1 ;
• • • • • • • • • • •
• • • • • • • • • • • •
• • • • • • • • • •
• • • • • • • • •
• • • • • • • •
• • • • • • • • • • • •
• •
• • • •
•
• •
• •
• • • • • •
• • •
• • • • • • •
•
• • • • • • • •
• • • • • •
• • • • • •
• • • • • • • • • • • •
•
• •
• Fr •
•
• • • • • • • 0,130 III •
1
2
4
= MIN. FROM
I} END (TYP)
3 I
8 '
1 MULL CLIP 717,H.S PF
TWO (2) A IV CHOP C TIO S
EXTRUSION- DYi j 1099
—7:1
---- '..... ,......" N.....) ,.. ,
.—, e• ..... ,. .
-- "J
r--
1" g'dt.1!..f. V/71 Pr.
FOUR (4) ANCHOR LOCATIONS
ExT.-7usoN owc, 1099
r.)....wr: F : •
• , . P. /28./0
, •
1" MU L Lint." CLIP A/VC:HOP LOCATION
7" S TD. WAD L MULLION
S:': I, she, o raw i n9 Th
1070 TECHNOLOGY 0R1VE P.O. Ea': 1529
NOKOMiS, FL 34275 NOKO:.!1S, FL 34274 MULLS- /\J ES .3 of 5
FROM
A PPnr.Y.': AS YAM It IE
k
-!‘-`
, J
DIVIS;O;
CODE
" , • - 0 ,)
END (TYP) .
6620
It•J•v:
A
3
3-
/1
1
TYP)
MOTE:
?EFERENCE TEST REPORT Frt.-2902, 2_ 903 AND 2975
TO . V: l - 1\4 L%L LS
MAT' L. 6003- T6
•
////
Roby..‘.rt L. Clark, LE.
P.F. ;:39712
Structural
9
3
1-4
• • • • • •
.• • • • • • • • ••
• •
• • • • .•. • • •
• • • • • • •
••• ••• • • • •.•
• • • ••. • • • •••
• • • • • • • • • • • •
• • • • • • • • • • •
• • • .•• • • •
• • • • • • •
•
• .•. • • • • ...
i Cr:vd
I Vrr•i.. r 1. ( ::
L 4/28/00
f >f \ 0 F.-1 E
STD. " `
Screstkiad•.,:
1070 TE:CHr'IOL C.C*E P.O. PDX 1529
1 FL 34275 HOX MSS, FL 34274 MUL
• •• ••• ••
• •••••••
• •
•. •
•
1 (TYP)
-
10 ULL1ON
C«.,:.,s rw.
TS1 5 6620
7 L flI T : 1 , : (... G c7i.: 1 I} la.
COD: CC.'r ^U-\ ;Cr
1..._. •.)., _�,,l ....o
2x.125.
,jchors
70 1
UPENIE
L vVIDTII
1 90
IN INL - j
5 0
60
80
100
110
-
120
130 ! 160
110
42
. 48
50.625
54
60
63
� :;6
7 2
76
78
84
108
1 tf4
'160
115
107
104
103 ( 103
( 103
103
103
103
_ 129
— __ 83
73
67
63
61 61
61
61
61
61
61
I 55
52
50
; 49
49
49
49
49
_70
57
49
44
41
39
38
38
38
38
38
41
35
30
23
_.._ 20
_35 ,
30
31
27
29
27
23
26
22
25
21
25
20
25
20
25
24
20
26
23
21
19
18
18
17
17
17
20
17
16
-
-
-
-
-
- —
17
15
-
-
-
-
-
-
-
18
15
-
-
-
-
-
-
-
-
61
59
__120
111
94
83
74
1
68
{
63
60
57
55
53
.40
-_-88
75
65
59
-
-
-
-
-
46
44
42
72
59
41
60
50
-
-
-
-
-
-
-
-
-
-
43
38
{
35
i
32
30
28
-
-
-
-
-
-
-
-
50
OPENING WIDTH IN INCHES
1307
. 7
60
70
80
90
1
100
110
120
'160
170
- - --
170
170
17
170
170
170
170
170
170
170
170
{
170
{
170
170
170
170
— —
170
170
---- - - - --
176)
170
170
170
170
170
1
{
170
1
170
170
170
170
170
i
170
170
170
170
170
170
I
162
158
[ 157
157
157
157
170
160
157
141
143
128
!
1
134
119
{
127
124
108
122
106
122
122__
106
{
112
106
145
_1
127
105
115
j
106
I
100
96
93
92
92 --
71
142
120
95
I
87
�-
81
77
74
72
102
90
81
1
74
69
65
63
61
59
__120
111
94
83
74
1
68
{
63
60
57
55
53
.40
-_-88
75
65
59
1
53
1
49
46
44
42
72
59
41
60
50
5 3
47
1
43
39
37
35
33
31
43
38
{
35
i
32
30
28
27
24
35
30
27
1
24
1
22
20
19
18
16
__
— 38
32
28
I 24
22
1
20
19
17
16
-
17
-
-
-
1
-
i
-
-
-
-
-
:4x.125
Anchors
42
'1
50__.625
6511 63
66
78
1
__._. •111
1 44
•
•
NOTES:
MAXIMUM ALLOWABLE PRESSURE IN PSF.
DESIGN IS BASED ON OPENING WIDTH. FOR MULTIPLE UNITS,
CONSIDER ONLY TWO ADJACENT UNITS AT A. TIME. SEE SHEET
REFERENCE TEST REPORT FTL -2902, 2903 AND 2975
Robert L. Clark, P.E.
P.E. #39712
Structural
Revsd By:
Grown by:
descrip
Title:
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L .Series/Model:
1070 TECHNOLOGY DRIVE P.O. BOX 1529
NOKOMIS, FL 34275 NOKOMIS, FL 34274 MULLS
Mull
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scu T H F1 1 (,)n, A r,UILDING CODE
L, 2 8 2001
PROO' CONTROL DIVISIOi I
3U:Y31:;G CODE CO ?,!PLIA,NCE OFFICE
HrCr: ,... CE NO 0 -0 c ? 2. ,-
6620
Rev:
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PCi' Industries
3
ACCEPTANCE No.: 00- 0912.05
APPROVED
EXPIRES
NOTICE OF ACCEPTANCE: STANI)ARi) CONDITIONS
JUN 282001
JUN 2 8 2006
1. Renewal of this Acccptancc (approval) shall be considered aflcr a renewal application has been filed
and the original submitted documentation, including test supporting data, engineering documents,
arc no older than eight (8) years.
2. Any and all approved products shall be permanently labeled with the manufacturer's name, city,
state, and the following statement: "Miami -Dade County Produce Control Approved ", or as
specifically stated in the specific conditions of this Acceptance.
3. Renewals of Acccptancc will not be considered if:
a. There has been a change in thc South Florida Building Code affecting the evaluation of this
product and the product is not in compliance with the code changes.
b. The product is no longer the same product (identical) as the one originally approved.
c. If the Acccptancc holder has not complied with all thc requirements of this acceptance,
including the correct installation of the product.
d. The engineer who originally prepared, signed and scaled the required documentation initially
submitted, is no longer practicing the engineering profession.
4. Any revision or change in the materials, use, and /or manufacture of thc product or process shall
automatically bc cause for termination of this Acccptancc, unless prior written approval has been
requested (through the filing ofa revision application with appropriate fee) and granted by this
office.
5. Any oldie following shall also be grounds for removal of this Acccptancc:
a. Unsatisfactory performance of this product or process.
b. Misuse of this Acccptancc as an endorsement of any product, for sales, advertising or any
other purposes.
6. The Notice of Acccptancc number preceded by the words Miami -Dade County, Florida, and
followed by the expiration date may bc displayed in advertising literature. If any portion of the
Notice of Acccptancc is displayed, then it shall be done in its entirety.
7. A copy of this Acccptancc as well as approved drawings and other documents, where it applies,
shall bc provided to the user by the manufacturer or its distributors and shall bc available for
inspection at the job sitc at all lime. The engineer needs not reseal the copies.
8. Failure to comply with any section of this Acccptancc shall be cause for termination and removal of
Acceptance.
9.. This Notice of Acccptancc consists of pages 1, 2 and this last page 3.
ENI) OF TiIIS ACCEPTANCE
Mane • Per z, P.E•., Product Coptrai)Examincr
Produ 'ontrol Division
•
MIAM IDADE
PRODUCT CONTROL NOTICE OF ACCEPTANCE,
PCT Industries
1070 "Technology Drive
Nokomis ,FL 3.1275
MIAMI -DADS COUNTY. FI.ORID:\
1ME•IRO•liu)E I:LAG1.ER BUILDING
IIUILI)INC CODE c:o.\Irt.IANcl•: OFFICE
METRO- DA!)Ii FI., \GLIilt It(1IIJ)ING
I411 WEST I't.r \cil.l:lt ti'I Itl:l l'. Ntll'I•I ((i()3
MIAMI. FLORIDA 33130 -1563
(305) 375 -2901 FAN (305) 375 -2906
('()N'rl(.\(TOR LICENSING sI:C "11()N
(305)375-2527 FAN (305)375-255S
('ONTUA(AY)It ENFORCEMENT DIVISION
(305) 375. FAX (305) 375.29(111
1'ItOn(1C1 CONTROL DIVISION
(305) 375.2902 FAX (305) 372 -6339
Your application for Notice of Acceptance (NOA) of:
1"x Std. Wall - Aluminum Tube Clipped Mullions
under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types of
Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade
County Building Code Compliance OClicc (BCCO) under the conditions specified herein.
This NOA shall not be valid after the expiration date stated below. I3CCO reserves the right to secure this
product or material at any time from a jobsite or manufacturer's plant for quality control testing. If this
product or material fails to perform in the approved manner, I3CCO may revoke, modify, or suspend the
use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is
determined by I3CCO that this product or material fails to meet the requirements of the South Florida
Building Code.
The expense of such testing will be incurred by the manufacturer.
ACCEPTANCE NO.: 00- 0912.05
EXPIRES: 06/29/2006
APPROVED: 06/29/2001
\\ s0150001 \pc2000\ \cemplaces\ acceptance cover page.doc
Internet mail address: postmaslcr @buildingcodcunlinc.com
Raul Rodriguez.
Chief Product Control Division
TIIIS IS TI11: COVERSIIEF.T, SEE ,U)DIT1oNA PACES FOR SPECIFIC AND GENERA 1.
CONDITIONS
BUILDING CODE & PRODUCT REVIEW COM1;\IITTEF.
This application for Product Approval has been reviewed by the I3CCO and approved by the Building
Code and Product Review Committee to be used in Miami-Dade County, Florida under the conditions set
forth above.
Francisco J. Quintana. R.A.
Director
Miami-Dade County
Building Code Compliance Office
1lomcp:(ge: http : /Avww.buildingcodconlinc.com
I'CT Industries ACCEPTANCE No.: 00- 0912.05
JUN 2 8 2001
JUN •2 8 2006
APPROVED
EXPIRES
•
•
•
NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS
1. SCOPE
1.1 This approves a clipped mullion system, as described in Section 2 of this Notice of Acceptance,
designed to comply with the South Florida Building Code (SFBC), 1994 Edition for Miami -Dade
County, for the locations where thc pressure requirements, as determined by SFBC Chapter 23, do
not exceed the Design Pressure Rating values indicated in the approved drawings.
2. PRODUCT DESCRIPTION
2.1 The 1 "x Standard Wall - Aluininuin Tube Clipped hlulliun and its components shall be
constructed in strict compliance with thc following documents: Drawing No 6620, Shccts 1 through
5 of 5, titled "1" Std. Nall Mullion Arrangement Detail ", prepared by manufacturer, dated 4/23100,
signed and scaled by Robert L. Clark, 1'.E., bearing thc Miami -Dadc County Product Control
approval stamp; with the Notice of Acceptance number and approval date by the Miami -Dadc
County Product Control Division. These documents shall hereinafter be referred to as the approved
drawings.
3. LIMITATIONS
3.1 This approval applies to clipped structural mullions to be installed vertically or horizontally, as
shown in the approved drawings.
3.2 For Design Pressure Rating vs. Mullion Length and Opening Width, for either 1 x2x.125 (2 anchors)
mullion or lx4x.125 (4 anchors) mullion, see corresponding table in approved drawings.
3.3 Window sizes and design pressures arc to be limited only to those appearing on charts referenced
above and also listed in thc individual window's Notice of Acceptance.
4. INSTALLATI5MI
4.1 The clipped,��ullion sy?rtem and its components shall bc installed in strict compliance with the
approved rawings.
4.2 This mu,Y� n bc I tailed as part of an impact resistant unit.
5. LABE NG
5.1 Each un't sh bcar a permanent label with the manufacturer's name or logo, city, state and
following statement: "Miami -Dade County Product Control Approved ".
6. BUILDING PERMIT REQUIRF,IIIENTS
6.1 Application for building permit shall be accompanied by copies of the following:
6.1.1 This Notice of Acceptance, with mullion option indicated.
6.1.2 The Notice of Acceptance of each door andlor fixed lite attached to mullion.
6.1.3 Duplicate copies of the approved drawings, as identified in Section 2 of t Notice of
Acceptance, clearly marked to show thc components selected for the proposed installation.
6.1.4 Any other documents required by thc I3uilding Official or the South FloridL 13uilding Code
(SFBC) in order to properly evaluate the installa '•n of t'is system
Manu
- Produ
2
erez, P.E. Product Co
ontrol Division
Examiner
PRODUCT CONTROL NOTICE 01? ACCEPTANCE
Vinyl Tech/Progressive Glass Technology
1070 Technology Drive
Nokomis FL 34275
Expires:01 /28/2002
_Approved: 01/28/1999
MIAMI - DADE COUNTY, FLORIDA
METRO -DADE FLAGLER BUILDING
BUILDING CODE COMPLIANCE OFFICE
METRO -DADE FLAGLER BUILDING
140 WEST FLAGLER STREET, SUITE 1603
MIAMI, FLORIDA 33130 -1563
(305) 375 -2901 FAX (305) 375 -2908
CONTRACTOR LICENSING SECTION
(305) 375 -2527 FAX (305) 375 -2558
CONTRACTOR ENFORCEMENT SECTION
(305) 375 -2966 FAX (305) 375 -2908
Your application for Product Approval of:
Series 6,700 OutswingAluntinum Casement Window - Impact Resistant (305) 375-2902 am FAX (305) 372 -6339
under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate t Materials and Types
Construction, and completely described herein, has been recommended for acceptance by the Miami -Dadc
m
County Building Code Compliance Office (BCCO) under the conditions specified herein.
This approval shall not be valid after the expiration date stated below. BCCO reserves the right to secure this
product or material at anytime from a jobsite or manufacturer's plant for quality control testing.
If this product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend
the use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is
determined BCCO that this product or material fails to meet the requirements of the South Florida Building
Code.
The expense of such testing will be incurred by the manufacturer.
Acceptance No.: 98- 0501.01.
PRODUCT CONTROL DIVISION
Raul Rodriguez
Chief Product Control Division
THIS IS THE COVERSHEET, SEE PAGES FOR SPECIFIC AND GENERAL
CONDITIONS
BUILDING CODE & PRODUCT REVIEW COMMITTEE
This application for Product Approval has been reviewed by the BCCO and approved by the Building Code
and Product Review Committee to be used in Dade County, Florida under the conditions set forth above.
rancisco Quintana, R.A.
Director
1 of 3 Miami -Dade County
Building Code Compliance Office
Vin y1 Tech/Proeressivc Glass Tcchnolo
ACCEPTANCE No.: 98- 0501.01
APPROVED
EXPIRES
NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS
: JAN 2 8 1999
: JAN 2 8 2002
1. SCOPE
1.1 This approves an aluminum casement window, as described in Section 2 of this Notice of
Acceptance, designed to comply with the South Florida Building Code, 1994 Edition for Miami -
Dade County, for the locations where the pressure requirements, as determined by SFBC Chapter
23, do not exceed the Design Pressure Rating values indicated in the approved drawings.
2 . PRODUCT DESCRIPTION
2.1 The Series C -700 Outswing Aluminum Casement Window — Impact Resistant and its
components shall be constructed in strict compliance with the following documents: Drawing No.
339, Sheets 1 through 4 of 4, dated February 13, 1998, with revision B dated 1/12/99, prepared by
Vinyl Tech/Progressive Glass Technology, 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. These documents shall
hereinafter be referred to as the approved drawings.
3. LIMITATIONS
3.1 This approval applies to single unit applications only, as shown in approved drawings.
4. INSTALLATION
4.1 The aluminum casement window and its components shall be installed in strict compliance with the
approved drawings.
4.2 The installation of this product will not require a hurricane protection system.
5. LABELING
5.1 Each window unit shall bear a permanent label with the manufacturer's name or logo, city, state and
following statement: "Miami -Dade County Product Control Approved ".
6. BUILDING PERMIT REQUIREMENTS
' 6.1 Application for building permit shall be accompanied by copies of the following:
6.1.1 This Notice of Acceptance.
6.1.2 Duplicate copies of the approved drawings, as identified in Section 2 of this Noticc of
Acceptance, clearly marked to show the components selected for the - proposed installation.
6.1.3 Any other documents required by the Building Official or the South Florida Building Code
(SFBC) in order to properly evaluate the installation of this system.
4 4/
Manus Perez, P.E., Product C itrol Examiner
Prod ct ontrol Diviginn
•
Vinyl Tech/Progressive Glass Technology
1 Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the
original submitted documents, including test- supporting data, engineering documents, are no older than eight
(8) years.
APPROVED : JAN 2 8 1S:33
EXPIRES : JAN 2 R 2002
/. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the
following statement: "Miami -Dade County Product Control Approval ", or as specifically stated in thc
specific conditions of this Acceptance.
Renewals of Acceptance will not be considered if:
a. There has been a change in the South Florida Building Code affecting the evaluation of this product
and the product is not in compliance with the code changes.
b. The product is no longer the same product (identical) as the one originally approved.
c. If the Acceptance holder has not complied with all the requirements of this acceptance, including the
correct installation of the product.
d. The engineer who originally prcparcd, signed and sealed the required documentation initially
submitted, is no longer practicing the cnginecring profession.
4.. Any revision or change in thc materials, use, and/or manufacture of the product or process shall automatically
be cause for termination of this Acceptance, unless prior written approval has been requested (through the
filing of a revision application with appropriate fee) and granted by this office.
5. Any of the,following shall also be grounds for removal of this Acccptancc:
a. Unsatisfactory performance of this product or process,
b. Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other
purposes.
6. The Notice of Acceptance number preceded by the words Miami -Dade County, Florida, and followed by thc
expiration date may be displayed in advertising literature. If any portion of the Notice of Acccptancc is
displayed, then it shall be done in its entirety.
'7• A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be
provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site
at all time. The engineer need not reseal the copies.
8. Failure to comply with any section of this Acccptancc shall be cause for termination and removal of
Acceptance.
NOTICE OF ACCEPTANCE. STANDARD CONDITIONS
9. This Notice of Acceptance consists of pages 1, 2 and this Last page 3.
END OF THIS ACCEPTANCE
ACCEPTANCE No.: 98- 0501.01
Manuel P rez, p.E., Product Q9,trol Examiner
• •
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2.) CON.'7GUPATIONS: X, XX - _
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18
19 653`571
C�iSEt /15..'1T OPER. P,T /LEFT
OPERATOR GUIDE TRACK
STANDARD HINGE
b 71051 FPPA
10x5/16 SCREW PAN HO. PHIL
V 16 r: (.350) 1',/i4ONSANTO INTERL. Y Er?
5/16" (.350) W/DUPON INTEI',LAYER
EXTRUDED GLAZING BEAD
SILICONE
SEAii:1 • SEALER
VINYL BULB WEATHERSTRIP
TYPICAL S AST; C0111cR •
FRAME HEAD, SILL, JAM 13
FRAM E MEETING RAIL
,S;/- EAO, SILL, JAMB •
8x1 SCREW PAIN HD. QUAD. 24
LC. MAI : \! FRM, CORNER KEY 4 (4,
SA-1. MAIN FRM/SASH CORNER KEY 12
PLASTIC PAIN FR/J. CORNER KEY 4 G'.
W STRIP, . 150 x .200 QLON
W. STRIP, IP, . 190= 'xr. 150 QLON
MAIN F A BULB WEATHERSTRIP
SASH LOCK
SASH LOCK l;'EEPER
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INDAL EX
AL UMAX
AL UMAX
screws) FASTEC IND.
PRECISION FA8.
PRECISION FAB.
VINYL —TECH. / PGT•
SCI ILEGEL CORP.
SCHLEGEL CORP.
PROTOTYPE PLASTICS
VINYL—TECH. /
TRUTH HARDWARE
!RUTH HARD /ARE
TRUTH HARDWARE
TRUTH HARDWARE
2 (in vent top roil
6 3) 'Pt. vend Lw ttaral. cri.side roils)
(4) • 'in••rn�;r+ �'r ;rr..e) •
2 2 9.f� : f %�I ;r; ;hy ' ends)
2 (2) r . vent mta roil, 12" from ends)
22 1) <G' lower r;uht frame corner)
2 (1) 1 per o erotor
1
12 65) (operotor /hinge /trak screws)
2 (1)
2 (1)
8 (4)
5 (4)
(C riq ;t frame corners
NOTE: OTY'S IN BRACKETS ARE FOR
•
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X CONFIGURATIOi\
MERCHANTS FASTENER
H.P.G.
H.P.G.
AL UVAX
DOW CORNING
SCHNEE— MOREHEAD
TEAM PLASTICS
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GAS - 4.4588
. AF -9999
AF -9514
0.200x190
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FP-176 6LAC,
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4 •
• 11
1 x WOOD
BUCK
d
.250
1,f "J:.
TYP. - HEAD, SILL JAMB
i'— -�� � a a. d.
, f i _ _ F7 -....: •-_--:
i
4 ..
•250 = , t°- r x ,1/000 2
1.1.,',X. BUCK
TYP. nE, -. SIL Jt,I: B
D.E.
E; :
Va.:CCr t,o.:
• •
• • • •
•
•• -
• •
• •
• • ••• • • • •• •
• • • • • • • •• •• •
•
• • • • • • • • • • • •
• • • • • •• • • • • •
• • • • • • • • • • •
• • • • • • • • • ••-
•
•• • • •
• •
•• • •
NOTE: REFERENCE TEST REPORTS (Sc COMP. ANALYSIS SHEETS
FOR ANCHOR SPACING & STARTING POINTS.
• • •
• • •
• • •
• •
• •• ••
• •
-
•
• • • ••• ••
• •
•
• • • • • •
•
• • •
• • -
• •••
_:
//I-2/99_1 T) C.� SEME NT A/V CHORALE
2 /09
Andress - - P . U . f� ?; 1 52° S _� - -- �;o� ,« — : .5X • ��, +� t.!! l- 74,2 • r - 5 ; 37.Q i
i '
APPROVED AS C:1 .. LYIt :C tivi i H
i2L! 2 e
�
J _ - r
E" �i' %�� i ' •
E;I!GI, LODE C^2!= l!:'•11C: G'" -
<- O - n
F.CCcr;r::'iCE tip, ti: -v 1 --= 1-° --
� %P.-0; "��j� •rte _ �j i.7 :� - ii i•• /: �1
M1AM I•DADE
PRODUCT CONTROL NOTICE OF ACCEPTANCE
PGT Industries
1070 Technology Drive
Nokomis ,FL 34275
The expense of such testing will be incurred by the manufacturer.
APPROVED: 09/06/2001
11s0450001 \pc2000 \ \cemplaceslnotice acceptance cover page.doc
Internet mail address: postmaster @buildingcodeonline.com
MIAMI -DADE COUNTY, FLORIDA
METRO -DADE FLAGLER BUILDING
BUILDING CODE COMPLIANCE OFFICE
METRO -DADE FLAGLER BUILDING
140 WEST FLAGLER STREET. SUITE 1603
MIAMI. FLORIDA 33130 -1563
(305) 375 -2901 FAX (305) 375 -2908
CONTILACI'OR LICENSING SECTION
(305) 375 -2527 FAX (305) 375 -2558
CONTRACTOR ENFORCEMENT DIVISION
(305) 375 -2966 FAX (305) 375 -2903
Your application for Notice of Acceptance (NOA) of:
Series SWD -101 Outswing Aluminum French Door - Impact
under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types of
Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade
County Building Code Compliance Office (BCCO) under the conditions specified herein.
This NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secure this
product or material at any time from a jobsite or manufacturer's plant for quality control testing. If this
product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the
use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is
determined by BCCO that this product or material fails to meet the requirements of the South Florida
Building Code.
PRODUCT CONTROL DIVISION
(305) 375 -2902 FAX (305) 372 -6339
- ACCEPTANCE NO.: 01- 0417.04
EXPIRES: 11/22/2006 Raul Rodriguez
Chief Product Control Division
THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL
CONDITIONS
BUILDING CODE & PRODUCT REVIEW COMMITTEE
This application for Product Approval has been reviewed by the BCCO and approved by the Building
Code and Product Review Committee to be used in Miami -Dade County, Florida under the conditions set
forth above.
Francisco J. Quintana, R.A.
Director
Miami -Dade County
Building Code Compliance Office
Homepage: http : / /www.buildingcodeonline.com
Vinyl Tech/Progressive Glass Technoloay.
ACCEPTANCE No.: 01- 0417.04
API'ROVEI) : September 06, 2001
EXPIRES : November 22, 2006
NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS
1. SCOPE
1.1 This revises and renews the Notice of Acceptance No. 99- 0128.01, which was issued on February
18, 1999. It approves an outswing.aluminum French door, as described in Section 2 of this Notice
of Acceptance, designed to comply with the South Florida Building Code (SFBC), 1994 Edition for
Miami -Dade County, for the locations where the pressure requirements, as determined by SFBC
Chapter 23, do not exceed the Design Pressure Rating values indicated in the approved drawings.
2. PRODUCT DESCRIPTION
2.1 The Series SWD -101 Outswing Aluminum French Doors - Impact Resistant and its components
shall be constructed in strict compliance with the following documents: Drawing No 971, titled
"French Door XX, X" Sheets 1 through 4 of 4, prepared by manufacturer, dated 02/16/98, with
revision C dated 1 -22 -99 and last revised on 04- 13 -01, 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. These documents
shall hereinafter be referred to as the approved drawings.
3. LIMITATIONS
3.1 This approval applies to single unit application of pair of doors and single door only, as shown in
approved drawings. Single door unit shall include described in the active leaf of this approval.
4. INSTALLATION
4.1 The outswing aluminum French doors and its components shall be installed in strict compliance
with the approved drawings.
4.2 Hurricane protection system (shutters): the installation of this unit will not require a hurricane
protection system.
5. LABELING
5.1 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 ".
6. BUILDING PERMIT REQUIREMENTS
6.1 Application for building permit shall be accompanied by copies of the following:
6.1.1 This Notice of Acceptance
6.1.2 Duplicate copies of the approved drawings, as identified in Section 2 of this Notice of
Acceptance, clearly marked to show the components selected for the proposed installation.
6.1.3 Any other documents required by the Building Official or the South Florida Building Code
(SFBC) in order to properly evaluate the installation of this system.
Ishaq I. Chanda, P.E. Product Control Examiner
Product Control Division
Vinyl Tech/Progressive Glass Tcchnoloyv.
ACCEPTANCE No.: 01- 0417.04
APPROVED : September 06, 2001
EXPIRES : November 22, 2006
NOTICE OF ACCEPTANCE: STANDARD CONDITIONS
1. Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the
original submitted documentation, including test supporting data, engineering documents, are no older than
eight (8) years.
2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the
following statement: "Miami -Dade County Product Control Approved ", or as specifically stated in the
specific°conditions of this Acceptance.
3. Renewals of Acceptance will not be considered if:
a) There has been a change in the South Florida Building Code affecting the evaluation of this product and
the product is not in compliance with the code changes;
b) The product is no longer the same product (identical) as the one originally approved;
c) If the Acceptance holder has not complied with all the requirements of this acceptance, including the
correct installation of the product;
d) The engineer who originally prepared, signed and sealed the required documentation initially submitted is
no longer practicing the engineering profession.
4. Any revision or change in the materials, use, and /or manufacture of the product or process shall automatically
be cause for termination of this Acceptance, unless prior written approval has been requested (through the
filing of a revision application with appropriate fee) and granted by this office.
5. Any of the following shall also be grounds for removal of this Acceptance:
a) Unsatisfactory performance of this product or process.
b) Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purpose.
6. The Notice of Acceptance 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 Notice of Acceptance is
displayed, then it shall be done in its entirety.
7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be
provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site
at all tine. The engineer need not reseal the copies.
8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of
Acceptance.
9. This Notice ofAcceptance consists of pages I, 2 and this last page 3.
15 1 . 4 .\ G
Ishaq I. Chanda, P.E. Product Control Examiner
Product Control Division
END OF THIS ACCEPTANCE
3
Robert L. Clark, P.E.
P.E. #39712
Structural
Revisions:
D) added 2pt. lock info
Material:
Revsd By:
D.B.
Date:
11/17/00
Drawn By.
D.B.
Chkd By:
Dote:
Date:
2/16/98
Tokmnces Unless Noted:
Fractions t 1/64
Demand .Do- t
Deth,d .000 t
Mg4k t 1'
Series /Model:
SWD -101
POT NO:
1070 Technology Dr.
Nokomis, Fl.
34275
INDUSTRIES
Description:
French Door — X, XX
VENDOR NO:
Scale:
1x
Sheet:
1 of4
Drawing No.
Rev:
D
•
7 1/2 --
95.750
MAX.
7 1/2" ---1
37.500
■
2 POINT \\
LOCK
OPTION
r
--13 "—
MAX.
ON CENTER
TYP. HEAD & SILL
7 1/2"
5 1/2"
13 5"
13.5"
1 TYP. MAX.
5 1/2"
1
SEALANT ON
FRAME CORNERS
& PANEL CORNERS
7 1/2" --
95.750
7 1/2 "- -I --
13"
XX
71.750
7 1/2"
13 5"
•
• •
•
.
• • • • 1.)' GaZING: ,Q 1 f, 464 LAMINATED W /INTERLAYER (MONSANTO OR DUPONT)
•
• • • *2.1 c,O GtJfirTi0NV: X, XX
-- 7 1/2 ".: • :.. 3. • DESIIN PR�SSLlf?E RATING:
3a) .464 LAM.: +75 P.S.F. –75 P.S.F.
3b) .401 LAM.: . +60 P.S.F. -60 P.S.F.
. •• }- 1.4Nt MQF . ..
5 1 /2 ` •
:•: : •.q :? /2 a •FROM CORNERS (HEAD & SILL)
• • I ¢ :1.2 ;FROM CORNERS (JAMB)
MAX. SPACING AT HEAD & SILL: 13.000
MAX. SPACING AT JAMB: 13.500
5.) NO SHUTTERS REQUIRED
6.) REFERENCE TEST REPORT ::. FTL -2241
7.) FOR LOCKING ASSEMBLY OPTION – SEE SHEET 3 OF 4
..
13.5"
7YP. MAX.
5 1/2"
MAX. SEALANT ON
ON CENTER FRAME CORNERS
7YP. HEAD & SILL & PANEL CORNERS
• • • • ...
• • • • •
• • • • • •
• f M/SSLE IMPACT DOORS
PRODUCT RENEWED
ACCEV NC,E N 'o► . 6 4f1.04
EXPIRATION DATE Not r 27 ?nd 6
I y \ 5 \ t—i,; jA
exotxJrr otxrr4a 1xvlsioN
[}LJrtDINC, ODD[ COMP1, $NCE OFNICE
/
;ti) ;a) (1
\ \
\
\
\
/
\
/
\
/
\
/
\
/
\
2 POINT
\
LOCK
\
OPnoN
I
/
-
\
\
/
/ r
\
/
\
/
\
/
\
/. -
\\
I
/ /
\
1/
\\
/
Robert L. Clark, P.E.
P.E. #39712
Structural
Revisions:
D) added 2pt. lock info
Material:
Revsd By:
D.B.
Date:
11/17/00
Drawn By.
D.B.
Chkd By:
Dote:
Date:
2/16/98
Tokmnces Unless Noted:
Fractions t 1/64
Demand .Do- t
Deth,d .000 t
Mg4k t 1'
Series /Model:
SWD -101
POT NO:
1070 Technology Dr.
Nokomis, Fl.
34275
INDUSTRIES
Description:
French Door — X, XX
VENDOR NO:
Scale:
1x
Sheet:
1 of4
Drawing No.
Rev:
D
•
7 1/2 --
95.750
MAX.
7 1/2" ---1
37.500
■
2 POINT \\
LOCK
OPTION
r
--13 "—
MAX.
ON CENTER
TYP. HEAD & SILL
7 1/2"
5 1/2"
13 5"
13.5"
1 TYP. MAX.
5 1/2"
1
SEALANT ON
FRAME CORNERS
& PANEL CORNERS
7 1/2" --
95.750
7 1/2 "- -I --
13"
XX
71.750
7 1/2"
13 5"
•
• •
•
.
• • • • 1.)' GaZING: ,Q 1 f, 464 LAMINATED W /INTERLAYER (MONSANTO OR DUPONT)
•
• • • *2.1 c,O GtJfirTi0NV: X, XX
-- 7 1/2 ".: • :.. 3. • DESIIN PR�SSLlf?E RATING:
3a) .464 LAM.: +75 P.S.F. –75 P.S.F.
3b) .401 LAM.: . +60 P.S.F. -60 P.S.F.
. •• }- 1.4Nt MQF . ..
5 1 /2 ` •
:•: : •.q :? /2 a •FROM CORNERS (HEAD & SILL)
• • I ¢ :1.2 ;FROM CORNERS (JAMB)
MAX. SPACING AT HEAD & SILL: 13.000
MAX. SPACING AT JAMB: 13.500
5.) NO SHUTTERS REQUIRED
6.) REFERENCE TEST REPORT ::. FTL -2241
7.) FOR LOCKING ASSEMBLY OPTION – SEE SHEET 3 OF 4
..
13.5"
7YP. MAX.
5 1/2"
MAX. SEALANT ON
ON CENTER FRAME CORNERS
7YP. HEAD & SILL & PANEL CORNERS
• • • • ...
• • • • •
• • • • • •
• f M/SSLE IMPACT DOORS
PRODUCT RENEWED
ACCEV NC,E N 'o► . 6 4f1.04
EXPIRATION DATE Not r 27 ?nd 6
I y \ 5 \ t—i,; jA
exotxJrr otxrr4a 1xvlsioN
[}LJrtDINC, ODD[ COMP1, $NCE OFNICE
95.750
93.625
.489
EXTERIOR
ROUGH
OPENING
1
1.272
4.000
1
1
4.000
1
SEE SHEET •3
FOR ANCHORS
.250 --
MAX. SHIM -
SPACE
ROUGH
OPENING
84 3/4"
DAYLIGHT
OPENING
J
I \ f
3.000 . --i
MAX. SHIM
.250 SPACE
1
1.479
i
VERTICAL SECTION
INTERIOR
1.489 .250
t MAX. SHIM
SPACE
-t.
ROUGH OPENING
34.625
TYP. BOTH PANELS
ACTIVE PANEL
25 " - -
DAYLIGHT
OPENING
#Ar
Rob if
rt . Clark, P.E.
P.E. #39712
Structural
HORIZONTAL SECTION
INTERIOR
71.750
EXTE
IOR
• • ... • • • ...
...• • • • •• ..
• • •
• • • .... • •
• • • • • • •
. • ... • • • • ..•
• •
.. . • •
• ...... • •••
• • .•... •
1. 750. .
•. • •
•
• • . ItIACTI.VE PANEL
•
..
•..•
•
•.•..
.250
MAX. SHIM
SPACE
1.480
PRODUCT RENEWED
ACCEPThNCE No, : t 04 \1. Oy ,
EXPIRATION DAT?. N 1 eEt 2212oa6
L I;
PQOOtX vrslos
EfiJRDMO 9OMPUa*4CE OR ICE
ROUGH
OPENING
Revisions:
0) added 2 pt. lock info
Material:
Revsd By:
0.8.
Date:
11/17/00
Drawn By:
Chkd By:
Date:
Date:
2/16/98
Tolerances Unkss Noted;
Fractions t 1/64
Decimal .ar
Decimal .000 ±
Angaar: f 1'
Series/Model:
SWD -101
PGT NO:
1070 Technology Dr.
Nokomis, Fl.
34275
Description:
French Door — Elevations..
VENDOR NO:
Scale:
Sheet:
2a4
INDUSTRIES
Drawing No.
971
Rev:
3 POINT LOCK ASSY. 2 POINT LOCK ASSY.
Ll,
Robert L. Clark,
P.E.
S t, ucrurat
1/8 ANN.
3/16 ANN. ----I
.I
.250 s
MAX. SHIM 3.000 ---- -I
SPACE
... • • • ...
•• • • • ... .. •
• • . • • • • •
• • ... • • •
i
gi • •
▪ •
•
•
• SWUM • ...:. `J j • • .:.
• •
• .. ... ..
..
• . .. • .
.
1.489
.401" LAM. W./MONSANTO SAFLEX PVB INTERLAYER
OR .401" LAM. W /DUPONT BUTALITE INTERLAYER
SEE NOTE 3 ON SHEET 1
DESIGN PRESSURE RATING: #60 psf,
3/16 ANN.
.090
rrroaetu
3/16 ANN. ---I
.250
MAX. SHIM � --- 3.000
SPACE
1.489
.464" LAM. W/MONSANTO SAFLEX PVB INTERLAYER
OR .464" LAM. WJDUPONT BUTALITE INTERLAYER
SEE NOTE .5 ON SHEET 1
DESIGN PRESSURE RATING: #75 psf,
PRODUCT RENEWED
ACCEPT/ /Cf: 631 -041 •D LI
EXPIRATION DATE N 0 06 N d ER 22 1 2006
By I s 1 L
#39717
Revisions:
D) added 2 pt. lock info
Material:
Revsd By: Date: Chkd By. Dote:
D.B. 11/17/00
!fin By
D. B.
Dote:
2/16/98
Tolernnccs Unlcts Noted;
Froctarsr # 1/64
Deemd .00: #
Decind .Dro
Angukr: f 1 '
Series /Model:
SWD -101
PCT N0:
1070 Technology Dr.
Nokomis, Fl.
34275
Description: •
French Door — Exploded /Glazing
VENDOR NO:
Scale:
Sheet:
3ar4
INDUSTRIES
Drawing No.
971
Rev:
0
/12 PANHEID
I /4' TAPCON
® TYP. HEAD
TYP. JAMB
TYP. SILL
/12 FLATHEAD
TYP. HEAD
J/J
ITEM
1
2
3
4
5
6
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
36
37
38
39
40
41
Robert L. Clark, P.E.
P.E. #39712
Structural
DESCRIPTION
DOOR HEAD /SILL
DOOR JAMB (HINGED)
DOOR ASTRAGAL
.250 x .187 FINSEAL STRIP
DOOR W -STRIP CHANNEL
FRAME JAMB
FRAME HEAD
GLAZING BEAD (ROLL FORM)
OUTSWING THRESHOLD
5/16x18 THREADED ROD
TRUSS CLAMP
5/16x1/16 TRUSS WASHER
5/16x18 TRUSS NUT
FRAME SCR. COVER CAP
STRIKE PLATE
STRIKE PLATE INSERT
1 0x3/4 SCR. FLT. HD. PHIL
HINGE ASS'Y.
10x.625 FLT. HD. PHIL
10x 1 2 FLT. HD. PHIL.
TOP BOTT. SLIDE BOLT
LOCK
6x1/2 FLT. HD. PHIL.
8x1 1/2 SCR. PN HD. QUAD.
SE4M SEALER
LOCK SUPPORT ASS'Y.
6x3/4 FLT. HD. PHIL.
.200 x .190 QLON
.375 x .190 QLQN
3 POINT LOCK ASS'Y.
LOCK (ACTIVE)
LOCK (DUMMY)
DEAD-BOLT LOCK
.401 LAM. W MONSANTO
SILICONE
/12 Ph. Pn. SMS
1/4" TAPCON
.401 LAM. W /DUPONT
.464 LAM. W /DUPONT
.464 LAM. W /MONSANTO
2 POINT LOCK ASSY.
/8 x .75 Ph. Fl. Tek
Revisions:
D) added 2 pt. lock info
,Uateriol:
Revsd By: Date:
D.B. 11/17/00
Drown By:
D.B.
Chkd By
Date:
2/16/98
V.T. #
60,3Z5 •
60376 :
60.377 : •
67924G
60379
6e80" • ,
60 1 L •
65'170••
61069M
6TR0114 • .
4 . 1 door..too • & bot. rail)
60378M:.:& eta. :doo, top & bot. rail
:8: 4? eo. door :top & bot. rail
7WAS4A: •
7JNUTA
41722W
7955X
41721
71034A
7FRMOW
71058FP
71 OX12PPW
41720
7612FW
78112A
6SM55W
4UBLOK
7634F
6Q200K
60300W
FD3PTAY
7LOKAP
7LOKIP
7BLTIP
62899C
7834FPT
Date:
QTY. /DESCRIPTION
•• • • • • ••
• •• •• •
• •
• ••• • • •
•••••
• •••
8 (2 /each door top & bot. rail)
•
•
• • •
• • ••
•
• •
• • • • • • • •
•••
8 (2 /ea. door top & bot. rail
6 ( frame jambs)
3 f
26 6 /hinge - hinge -door jamb
30 5 /hinge &hin g a -frame jamb
2 (1 ® too/bot. of I.h. astrogal,
4 2 /slide bolt locks)
12 (6 /head & sill
1
3 )
1
1 /lock
2 /lock
1/ostr.
1/astragals 0 r.h.
® r.h.
® r.h.
6 support assy)
5 agals, fr jambs & head)
4 agals & frame jambs)
astragal
1 astragal
1 astragal
t r.h. astragal
1 (0 r.h. astragal)
Tolerances Unless Noted:
Froction3 t 1/64
Decimal .00:
Dersral .oao t
M9idor: f 1
Series/llodel:
SWD -101
1070 Technology Dr.
Nokomis, Fl.
34275
ACCE7Trat`1CF. Nu b ' -' C I 11:O //
GXYIR- tVraNDATE NO✓Ewtlot_
By I S 4 1- c.
114 tw IYi D err
uJam kyyi:ott l'i cEr'mi ,"£
Pl-- _OJUCT REN .Wt
Description:
French Door — Anchorage /B.0.M.
PGT NO:
VENDOR NO:
Scale:
Sheet:
404
VENDOR
ALUMAX
ALUMAX
ALUMAX
SCHLEGEL CORP.
ALUMAX
ALUMAX
ALUMAX
FLORIDA SCREEN
ALUMAX
FASTEC INDUSTRIAL
ALUMAX
FASTEC INDUSTRIAL
FASTEC INDUSTRIAL
PGT INDUSTRIES
CAMCORP
PGT INDUSTRIES
MERCHANTS FASTENER
NATIONWIDE IND.
MERCHANTS FASTENER
MERCHANTS FASTENER
PGT INDUSTRIES
MERCHANTS FASTENER
FASTEC INDUSTRIAL
SCHNEE MOREHEAD
PGT INDUSTRIES
FASTEC INDUSTRIAL
SCHLEGEL CORP.
SCHLEGEL CORP.
PGT INDUSTRIES
HARLOC
HARLOC
HARLOC
H.P.G.
DOW CORNING
H.P.G.
H.P.C.
H.P.G.
PGT INDUSTRIES
SPENCER PRODUCTS
Drawing No.
971
AF -10375
AF -10376
AF -10377
FS7924 -187
AF -10379
AF -10380
AF -12376
AF -12375
AF -10378
41722W
41721
41720
SM5504
4UBLOK
Q200X190
Q375x190
FD3PTAY
100
880
820
899
INDUSTRIES
Rev:
D
VENDOR