WINDOWSCONTRACTOR
Name n e r EL N
Name l.o ORtu(,t SJ.J(-i
ti -t(r, CO
License No. 124 (9
Fax
Address -- 71c50 .0 E 2.0 Avt
MIA" ( VL 3 ( 35
o.
Telephon vs ..) rj1 _ 4163 Fax o
n r-n _ O n to
J 1 b I
Qualifier la� me l kid I G , f
Demolish
PROPERTY OWNER
Name n e r EL N
Addresscn e 2 ST
M QftD f FL-
Home Telephone Co) &iti ` 0192
J
Business Telephone
Fax
ENGINEER
New Construction
Name 7 kutpoW
Enclosure
License No.
Alteration Exterior
Address ttg 14e *-1 CEAr.
tavkiDAkto ` CEI, ft_
o.
Telephone0r rid d 21f 1
l r7
Alteration Interior
4.. 5(p go
Fax rim)
Demolish
TYPE OF MANAGEMENT (✓ )
New Construction
Enclosure
Alteration Exterior
Repair
Alteration Interior
Demolish
Relocation of Structure
Shell Only
Foundation Only
Add'l Attachment
Other
Add'I Detachment
Other
INSTRUCTIONS - The following steps must be taken to obtain a permit from the Miami Shores Village:
Step 1.
Complete the attached permit application which must be signed by the property owner and qualifier. Both signatures must be notarized. Please
print or type to allow for a more accurate processing of your application. If roofing work will be done, a roofing application must be submitted
along with this permit application.
Step 2. Submit the completed application with all necessary documents to the Building, Planning and Zoning Department for processing. During the
processing of your application, you may be asked to submit additional information.
APPLICATION
Job Address: G I '12 ST
Address
Folio Number
Lot (0 Block
Subdivision 6 4e 1 ? PG St Zoning Linear Feet
Current Use of Property S D e Square Feet 2 o Units Floors
Proposed Use of Property 5l J et-c e— Value of Work i Q,00. 6d Bldg Value
Tenant Information
PERMIT TYPE (✓ )
Building
Electrical
Mechanical
Plumbing
LPGX
Roofing
Fence
Other
Apt.
PERMIT CHANGE (✓ )
Chg. Contractor
Renewal
Revision
Extension
Supplement
Reinspection
ARCHITECT
Name
License No.
Address
Telephone
Fax
Master Permit No.
Subsidiary Permit No.
M, t( SttoRr
City
Description of Work N) Atnl - 44 (p$ fok
VA/ 11-1 r OV✓S
Tax Assessed/Appraised Value
PERMIT APPLICATION
FL
State
Zip
Flood Zone Base Floor Elev.
Page 2
IMPORTANT NOTICES
DO NOT BEGIN ANY WORK WITHOUT HAVING RECEIVED YOUR VALIDATED PERMIT AND PERMIT CARD. Applying for a permit does not grant
the right to begin construction. HOURS OF CONSTRUCTION are limited to: Monday through Friday from 7:30 a.m. to 6:00 p.m., and Saturday from 8:00 a.m.
to 5:00 p.m. No inspections will be conducted on weekends or holidays.
2. All construction of demolition areas MUST BE MAINTAINED IN A CLEAN, NEAT AND SANITARY CONDITION free from construction debris.
3. STREETS AND NEIGHBORING PROPERTIES SHALL BE KEPT FREE FROM DIRT AND DEBRIS.
4. SWALES MUST BE PROTECTED FROM BEING DAMAGED BY EQUIPMENT OR VEHICLES, AND MAY NOT BE USED FOR STORAGE. A bond is
required for work in or near the street/sidewalk.
5. CONSTRUCTION TRAILERS ARE PROHIBITED ON SINGLE FAMILY RESIDENTIAL CONSTRUCTION SITES. Other construction may have a trailer "
which requires a separate permit.
6. PORTABLE TOILETS for a construction site require a separate permit.
7. DO NOT DISCHARGE WATER INTO THE RIGHT OF WAY OR STORM DRAINS without approval from the Building, Planning and Zoning Department.
8. EQUIPMENT AND MATERIALS SHALL BE STORED at least 10 feet from the edge of pavement.
9. Department of Health and Rehabilitative Services (HRS) approval is required for applications involving septic tanks. Department of Environmental Resources
Management (DERM) and/or Miami -Dade Water and Sewer Department (MDWASD) approval is required for applications involving sewers.
1.
AFFIDAVIT - Please read carefully.
Application is hereby made to obtain a permit to do work and installation as indicated. I, the OWNER of the property, 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, POOL, EXTERIOR DOOR, MECHANICAL, WINDOW, FENCE, DRIVEWAY,
ROOFING and SIGNS and there may be additional permits required from other governmental agencies.
I, the OWNER of the property, have disclosed all information related to any work at the property performed in the prior twelve
months to the Building Official. Further, I am fully aware that if the cumulative cost of work to my home or business under this and
any other permit equals or exceeds fifty percent (50 %) of the fair market value of the structure, the entire structure must meet the
present federal flood criteria for finished floor elevation. I am also fully aware that if the total cost of work to my home or business
under this and any other permit exceeds fifty percent (50 %) of the replacement cost of the structure, then the entire structure must
conform to the current code requirements of the Building Code.
WARNING TO OWNER: Your failure to record a NOTICE OF COMMENCEMENT may result in you paying twice for
improvements to your property. If you are spending more than $2,500 or intend to obtain financing, you may wish to consult with
your attorney or lender before recording your Notice of Commencement. The Notice of Commencement must be recorded at:
22 N.W. 1st Street, P' Floor, (305) 679 -1078. Once recorded, the Notice of Commencement must be POSTED AT THE JOB SITE in
accordance . •th Section 713 -35 of Florida Statutes. Review the brochure at Village Hall on Construction Lien Law and
Ch •.. • : Co tractor.
0 / Ar ORi COUNTY OF MIAMI -DADE
Si: a urili•
Print Name
Sworn to and subscribed before me this day of
Personally known OR, Produced Identification
Type of Identification Produced:
STATE OF IDA, COUNTY OF MIAMI -DADE
Signature of Contractor / Qualifier
6
Print Name
Personally known
Sworn to and subscribed before me this
Y
Signature of Notary ` Publi c � State of Flo ri da
SEAL: = ?«�e�=co MallTl Hu
� - mmissi ff DD 008393
" -,•-•' V �� h
,P•
Atlant Bonding Co, Lc,
PERMIT APPLICATION
8 day of Ail SI()S' -,
OR, Produced identification
Type of Identification Produced:
Miami Shores Village
10050 NE 2nd Avenue
Building Permit
Phone: 305 - 795 -2204 Permit Number: BP2002 -1474
Printed: 8/23/2002
Applicant: RAFAEL
Owner: DURAN
JOB ADDRESS: 918 NE 92
DURAN
RAFAEL
ST
Contractor GERMAIN CANVAS 8 AWNING CO Contractor's Address: 7180 NE 2 AVE
Local Phone: 305 - 751 -4963
Parcel # 1132060060080
Page 1 of 1
Legal Description: AMD PL GOLDEN GATE PK PB 7 -54 LOT 10 & N7FT OF LOT 9 IN BLK 1 OF
Fees: Description Amount
FEE2002 -4705 Building Permit Application Fee $60.00
FEE2002 -4706 CCF $0.60
Total Fees: $60.60
Total Fees: $60.60
Total Receipts: $0.00
Permit Status: APPROVED Permit Expiration: 2/18/2003 Construction Value: $800.00
Work: 2 NEW AWNINGS FOR FRONT WINDOWS
If there is no permit package accessible on the job -site for inspectors to verify, there will be no inspections. Re- inspection
fee is $50.00, which must be paid in advance before calling for another inspection.
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 application 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 builder named above assumes the responsibility for a thorough knowledge of the
ordinances and regulations pertaining to the work covered hereby whether shown on the plans or drawings or in the statements or specifications and that he assumes responsibility for work done
by his agents, servan or employees.
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 this permit I assume responisibility for all work done by either
myself, my agent, servants or employes.
Signed: (Contractor or Builder) BY:
THIS DOCUMENT HAS A COLORED BACKGROUND AND MICROPRINTING. THE REVERSE SIDE INCLUDES AN ARTIFICIAL WATERMARK.
Pay to the
Order of
Germain Canvas & Awning
7180 NE 2ND AVENUE
MIAMI, FL 33138
(305) 751 -4963
74.,-k
Union Planters Bank
16051 W Dixie Hwy
North Miami 8, FL 33160 -4307
877 - 848.2265
63-841 / 670
\ik\A&42 -- ok tlt; ?M► Slots
00/966611' 1:0670084 LEO: 11'966031 2 211'
1 96
Date Z 6
1
$ C 0
Dollars
O
0-
Q
10.
- 0
0
UNIMRY SURVEY
! . y " T G Tv-r-F{1 \Y
-9-?:`r) k _tt,Rx
•
1=
a
Survey NUrnber: G -23826
Legal Description
N.C. 91v.. ,.cr.
Lot 10 of GOLDEN GATE PARK, according to the
Plat there )f, as recorded in Plat Book 7, at page 54, of
the Publil< Records of Dade County, Florida, and the
North 7 f ; et of Lot 9, Block 1 of BISCAYNE RIDGE,
according to the Plat thereof as recorded in Plat Book
39, at Page 41, of the Public Records of Dade County,
Florida.
Commun: ty Number: 120635 Panel: 0093
Suffix: J F.LR.M. Date: 3/2/94 Flood Zone: X'
Field Wog k: 5/1/00 Completed: 5/2/00
Certified
Rafael Duran; Richard Gonzalez, P.A.; Attorney's Title
' Insurance Fund, Inc.; Suntrust Mortgage, Inc., its
successor. • and/or assigns.
Property . ? ddress:
918 NE 92 Street
Miami Sht:res, FL 33138
a
L e;
EZZATFOU MAP"
gatID
-� .-
WOOD FENCE
WIRE FENCE
PAUL
PROPERTY CORNER
RECORD
FELD MEASURED
CALCULATED
a EAR
£NCREAAOHMEN7
CENTERLINE
CONCRETE
PROPERTY LINE
CONCRETE MONUMENT
FOUND IRON ROO
FOUND 1ROId PIPE
RI01T cr WIR
NUL DISC
DRANAGE EASEMENT
UTILITY EASEMENT
FOUND
PLAT
ASPHALT
OVERHEAD UTILITIES
POWER POLE
TRANSFORATE'R
CADRE R6ER
!INTER AE1ER
TELEPHONE fAQC11lES
COVERED AREA
BEARING REFERENCE
CHORD
RADi4L
NON RADIAL
Atld' COFDITIt'kNER
&NCH MARK
CA Tsai BASIN
CALCULATED
F.N.
3
R
I
c
a
(NCR
6
CM.
F.LR
R/W
NMI
QE.
u.E.
Fa
CtFtt.
P.P
Pv
TST
TEL.
BR
at
RAO
N.R.
A/C
B.L.
Ca
C
A
D.B.
Q
QH.
0AV
EMIT
EL
F.F.
F. CM.
F.P.K
L
L.A.E.
Y.H.
AL TS
a
a R. B.
P.CP.
P.R LL
PC
PYMT.
P.B.
P.ae.
P.QC
P.O.L.
P. C
PR. C
R. T.
R
R aE
SLR.
s/W
Tau.
tae.
TOP.
it C
10.50
CENTRAL ANGLE/DELTA
DEED BOOK
OESCRIPAON oft DEED
DRILL HOLE
DRIVEWA
EASEMENT
ELEVATION
FWISIdED FLOOR
MUM COPerlaTE MONUMENT
FOUND PARKER -KALON H4L
LENGTH
UNITED ACCESS EASEMENT
lUN'NDLE
NOt TO SCALE
OFFICL41 RECORDS •
OFFICLAL RECORDS 00OK
PERNNANENT comma paw
PERMANENT REFERENCE C3OjlUMEN r
PAGE
PA LCWCENT
PLAT &OCR
P0NT OT BECSEVI NC
POINT OF CCVAIF.f:+CEkgNT
POW ON L LB
POINT OF CURYA 1LR E
POINT OF REMPSE CVRVE
PONT OF rANCENCr
RADIUS ( RAOAL)
ROOF O1CRNANG EA EENY
SET I:90N 900 It GIP
scrim.%
Ta#PQ?4ftY EIENO4 MAW
70P OF BAN(
TYPACAL
*MESS CORNER
DRS T ELEVATION
E ERAL NOTES• -3
7) LE OESrRIPOoili PRO% BY OTHERS
2) 7H£ LANDS SHOWN HEREON YER£ NOT ABSTRACTED FOR EASEMENTS
OR OTHER RECORLYIL ENCLANIERANCES NOT SHOWN ON THE PLAT.
3) UNDERGROUND POZTTONS OF FoonteG5, FOUND/!TII,'NIS OR OTHER
IMPROVEMENTS WERE NOT LOCATED.
4) WALL TIES ARE 10 THE FA!-Z' OF ME WEL.
5) NOT VALID UNLESS SEALED 111TH THE EMBOSSED SURVEYORS SEAT.
5) OM r WSTS'LE ENCROACHMENTS LOCATED.
7) NO UENT1i)CAT1ON FOUND OMPROPERTY =HERS trut£SS PIOTED.
B)
Dd 1E SILO I6 SHOWN ARE RAT EINO MEASURED UNLESS 0Tt#
Slat
9) FENCE OWNERSHIP NOT DETFRApMEU
r0) ELEVATIONS IF SHOWN ARE BASE uea' matt°. i.0bttss OTM£RYv9>E N07f2F.
11) EfEARLNGS REFERS CED 70 UNE NOTED AS B.9.
1 HEREBY CERTIFY ANA 1 WS BOUNDARY SURVEY 6 A TRUE AND CORRECT
R£PR£SF14TARON OF A SURVEY PREPARED UNDER WY OGFC&Dlr
1
glair CIF FLORIDA
RALPH 510E91:WE REGISTERED LAND SURYEmP Na 3411
SiGNED
am( a ANNEAL
REGSTERED LAND SURVEYOR NO. 283.3
meta, STA IT or JEN ESSE(
:MACES E MCA LEER REGISTERED LAND SURVEYOR Na 1133
THIS S.W'IfV 15 *TENDED FOR MORTGAGE OR REFINANCE PLOWOST;s ONLY EXCIUS'VEI
Fop INS USE BY 'HOSE 10 11d0V 11 6 CXRAFfB 71415 SRVEY 6 NO1 10 BE USED FUR
LYIVSIRIX 7OK PER►OTTUMC DE991 aR ANY OTHER USE 1W7NOt/r THE wing., CONSENT
OF FIRST FINANCIAL SURVEYORS. INC.
1500 S.W. 92 Street Suits 204
I5teci, Floras 33156
13051 073,2555 `n 13551 -sm
2000 Nerti Mango Road, Suite 202
Wert Palm Semi, Florida 33409
(561) 640 -4530 Fax (561) 640 -0576
365 Alin Avenue, Stine 3
Oviedo, Florida 32745 •
(407) 977 -7010 Fax (407) 977 -7020
315/ Volts= 9oide and
Nashvile,•niaessee 37217
(615) 366 -3432 Fax (6IS) 364 -8417
AND AFFILIATED COMPANIES
L.B. 6387 (FLORIDA)
TbatieavEdc 1 -308- 757 -3266 Tray: 14100 -71'7 -8260
STA TE CIF FLORIDA
GERMAIN CANVAS
4 AWNING COMPANY
MIAMI, 151 -4963 I, 138 2 AVENUE
TEL: (IA
DOMINIC RUPOLO, P.E., INC.
118 NORTH OCEAN BOULVARD
POMPANO BEACH, FL. 33062
TEL: (954) 184 -2191 FAX: (954) 184 -5610
SCALE : N.T.S.
APPROVED BY :
DRAWN ' TT
DATE : JULY 23, 2002
REVISED :
PROJECT : RAFAEL DUIRAN
918 NE 92 STREET
MIAMI SHORES, FLORIDA
AWNING FRAME PLANS
DRAWING NUMBER .
S -1 OF 2
Aik B.O. AWNING
+1
CONTINUOUS CAULKING
FABRIC
RAFTER
SEE PLAN
HEAD ROD
SEE ATTACHMENT
DETAIL 0 2
ATTACHMENT DETAIL *1
6' -0'
QUANTITY: 2 EACH
TRACK
STL. PLATE 2'X2'X1/4' 36'
OC. WELDED TO HEAD ROD
W/ 3/8'4X3' LG. HILT' HEX HEAD.
SLEEVE ANCHORS W/
340 lb. MIN. PULLOUT
CAPACITY EMBEDDED
2"2' INTO EXIST. WALL.
FILL HOLES W/ CAULK
PRIOR TO INSTALLATION.
SEE ATTACHMENT
DETAIL N I
1' -6'
'X2 'X3/8'
BASE PLATE
ASTM A36 STEEL
W/ (2) 3/8'4 X 3' LONG
HILTI HEX HEAD
SLEEVE ANCHORS.
O ATTACHMENT DETAIL *2
1/4° TYPICAL
BASE PLATE
WELD
3/4'4 SCH 40
BOTTOM CHORD
END TRUSS
GENERAL NOTES
1. ALL FIFE TO BE 3/4' DIA SCH 40 PIPE, F : 35 K8I,
ASTM 453 GRADE B GALVANIZED. PLATES WILL BE
ASTM A36, FY =36 KSI.
2. ALL FRAME CONNECTIONS SHALL BE FULLY WELDED
AND COMPLY A.W.S. CODE TYP.> 346' v
3. ALL WELDS TO BE GROUND SMOOTH AND WASHED
TO REMOVE SMOKE STAINS, E10XX ELECTRODES.
4. ALL STRUCTURES ARE DESIGNED IN ACCORDANCE
WIN TI-IE FLORIDA BUILDING CODE 2001.
5. CANvAS AWNINGS SHALL BE REMOVED WHEN WINDS
REACH MAXIMUM WHOLE GALE FORCE OR INSTALLED
IN SUCH A MANNER NAT THE FABRIC WILL RELEASE
FROM THE FRAME WITH A WIND LOAD OF 15 LBSJSQFT
6. FRAMES WITHOUT COVERING WILL SUSTAIN 140 MI/HR
WINDS.
1. FIELD VERIFY ALL EXISTING BUILDING WALL CONDITIONS
DIMENSIONS PRIOR TO FABRICATION 4 ERECTION.
NOTIFY ENGINEER FOR WRITTEN REDESIGN AS REQUIRED.
FRAMES ARE DESIGNED FOR ANCHORAGE INTO 8' HOLLOW
CMU WALLS.
8. FRAMES WITHOUT COVERS DESIGNED AS PER ASCE 1
-98, EXPOSURE D, COASTAL EXPOSURE.
9. ALL FRAMES HAVE BEEN DESIGNED USING RATIONAL
ANALYSIS 4 MAX HEIGHT = 15' ABOVE GROUND.
tw =.113 IN.
A= .333 IN
I =.031 IN`
S =.011 IN
W =1.13 Ibs /ft
1-- O.D. =1.050 IN.
SiFF514F
. h '•LED
BY
: ; .
ZONING
STRUCTURAL
1
2AIkv
ELECTRICAL
PLUMBING
MECHANICAL
ROOFING
BLDG. OFFICIAL
SUBJECT TO COMPLIANCE ir'WIT't� ALL FEDERAL, STATE AND COUNTY R
RULES CD REGULATIONS.
x
MIAMI SHORES VILLAGE ASSUMES NO RFSPONSIBIL ITIEB FOR ACCURACY ii
OF OR RESULTS FROM I HESE PLANS. }�
COMPLIANCE WITH THE SOUTH FLORIDA BUILDING CODE AS ADOPTED BY
MIAMI SHORES VILLAGE IS REQUIRED. THE ARCHITECT, BUILDER & SUB;
CONTRACTORS ARE CHARGED Val THE VNOWLEDGE OF ALL BUILDING1
REGULATIONS WHETHER OR NOT SPECIFICALLY INDICATED HEREIN.
WHAM SHORES VILLAGE
l
Rupolo Engineering Co.
Sfr`ucfura) Engineers
118 North Ocean Blvd.
Pompano Beach, FL 33062
(954) 784 -2791
1.'i. ItglIP. 'C •j
L. !A►
YLis— a ► & l' 11'
!ik ►ic�!:::_�
3 3 erI ..a p
2
1165
z
Q, 0,. l. %Q
...
Df nll
4N
i ,.
14INp
JOB
SHEET NO. / OF
CALCULATED BY DATE
CHECKED BY DATE
SCALE
of
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
Acorn Head (AC)
Description Item No.
Slv Anch AC 1 /4 x 1 00066023
Slv Anch AC 1 /4 x 2 00066022
>�. Hex Head (HX)
Description
r .
Shy Anch HX shs x 1
Item No. Diameter Bolt Minimum
Diameter Embed. Depth
In. in. In. (mm)
1 (25)
1 (25)
00066025
5/11 11 /4 (32)
5 /11
00066024
Bit
Diameter
In.
1 /4
1/
5 /16
Stv Anch HX S /1s x 2 . 00015536
Slv Anch HX 3 /e x 1
Sty Anch HX 3 /1 x 3 00066027
Stv Anch HX 1 /2 x 2 00066026 1 (32)
Stv Anch HX 1 /2 x 3 00066028
Sty Anch HX 1 /2 x 4 00066029
Sty Anch HX 1 /2 x 6 00065217.
Stv Anch HX 5 /s x 2 00066031
Slv Anch HX Is x 4 00066030
Sty Anch HX 5 /i x 6 00065219
Slv Anch HX 2/4 x 2 00065227
Slv Anch HX 3 /4 x 4 00065228
Sly Anch HX 3 /4 x 6 00065229
5 /11
5 /1
3 /1
1 /2
1 /2
1 /2
1 /2
5 /1
5 /1
5/1
3/4
3 /4
3/4
Note: 'A' Is the overall length form bottom of washer.
Note: Definition of nomenclature
Slv Anchor AC 1 /4.x 13/1 see dimension "A"
Nut Configuration \ Outside diameter of sleeve, see tables
for threaded bolt diameter
Bolt
Diameter
In.
3 /u
1/4
1/4
2 /1
3 /1
3 /1
1 /2
1 /2
1 /2
1 /I
5/1
2. Insert
With the bolt
flush to the
top of the nut,
drive the
sleeve anchor
into the hole.
1 (38)
1 (38)
2 (51)
2 (51)
2 (51)
2 (51)
2 (64)
2 (64)
Minimum Fastens
Embed. Depth Material Up To
In. (mm) In. (mm)
1 (25) 3 /1 (10)
1 (25) 11/ (32)
h
Anchoring Systems
Sleeve Anchor
1 (38) 100
5 /i ( 16) 50
1 ( 44)
( 19)
1 (38) 25
1 (38) 2 (64)
1 (38)
4 (114)
1/ ( 6
2 (57)
4 (102)
1 /2
( 13)
1 ( 44)
3 ( 95)
3. Set
Tighten
anchor to the
recommended
torque value
with a torque
wrench.
Over - torquing
will reduce the
pullout and
shear loads.
Quantity
Per Box
100
100
Fastens Quantity
Material Up To
in. (mm) Per Box
1 /: ( 13)
100
50
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)
Ib (kN)
Shear
lb (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 /5
( 9.5)
5 /ie
( 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 /e
( 9.5)
1
(38)
3280
(14.6)
3855
(17.1)
3010
(13.4)
5345
(23.8)
3065
(13.6)
5830
(25.9)
5 /e
(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 /e
( 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 /6
( 9.5)
1
(38)
820
(3.6)
960
(4.3)
750
(3.3)
1340
( 6.0)
770
(3.4)
1460
( 6.5)
5 /e
(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
Size
In. (mm)
Embedment
Depth
in. (mm)
Concrete
Hollow C-90
Concrete Block*
2000 psi (13.8 MPa)
4000 psi (27.6 MPa)
Tension
Ib (kN)
Shear
Ib (kN)
Tension
Ib (kN)
Shear
Ib (kN)
Tension
Ib (kN)
Shear
Ib (kN)
1 /4 (6.4)
1 /e (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
Anchor Size
in. (mm) .
Bolt
Diameter
In. (mm)
Tension
Ib Tension
Shear
I (kN)
1 /4
( 6.4)
3 /16
(4.8)
1200
( 5.3)
1950
( 8.7)
5 /ie
( 7.9)
1 /4
(6.4)
1330
( 5.9)
2685
(11.9)
3 /6
(9.5)
5 /16
(7.9)
1665
( 7.4)
3740
(16.6)
1 /2
(12.7)
3 /6
(9.5)
2430
(10.8)
3740
(16.6)
Sleeve
Anchor Size
in. (mm)
Bolt
Diameter
in. (mm)
Tension
Ib (kN)
Shear
Ib (kN)
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 /e
(9.5)
5 /16
(7.9)
420
(1.9)
930
(4.1)
1 /2
(12.7)
3 /8
(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 Concr
Stainless Steel Sleeve Anchor Allowable Loads
pecincation c90, Type
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.
1•11`I.TI
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 Toad, 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.
ACCOUNT
Sfl
b D
PAYMENT
St, 1
0 61
BAL DUE
x:01 -.
THIS DOCUMENT HAS A COLORED BACKGROUND AND MICROPRINTING. THE REVERSE SIDE INCLUDES AN ARTIFICIAL WATERMARK.
00/196115e it LW:
0833/072592e
No. 620619
1182
ELECTRICAL
TYPE
Minimum Fee
QTY.
Tl'PE
Dryer
QTY.
TY
Outlet, Appliance
QTV.
TVI'E
Service Repair
QTY.
A/C Central 1 -3 Ton
Fan
Outlet, Wall
Service, Temporary
A/C Central 4 -7 Ton
Fire Pump
Outlet, Switch
Signs
A/C Central 8 -15 Ton
Fixture - Fluorescent
Oven
Space Heater (kw)
A/C Central 16-20 Ton
Fixture Light
Parking Lot Lights
Spas/Hot Tubs
A/C Central 20+ Ton
Flood Lights
Plugmold/Strip
Subfeeds, No. of Amps
A/C Window
FPL - Load Central
Posts
Swim Pool, Commercial
Air Conditioners
Garbage Disposal
Range/Range Top
Swim Pool, Residential
Chiller
Generators, etc.
Receptacles
Switchboards
Clear Violations
Heat Recovery
Refrigerator, Comm. (p/PH)
Temp Serv., Construction
Compactor
Low -volt, Burglar
Refrigerator, Domestic
Temp for Test - 30 days
Deep Freezer
Low -volt, Fire
Renew - Temp Service
Water Closet
Demolition
Low -volt, Intercom/Teleph.
Repair Circuits
•
Dishwasher
Low -volt, Television
Service, Number of Amps
Water Heater New
MECHANICAL
nil:,
Minimum Fee
QTY.
TYPE:
Condensate Drain
Q'I'1'.
TYI'I?
Generator
QTY.
'I'1'I'E
Refrigeration, Tons
QTY.
A/C Central, Tons
Cooling Tower
Heating Strips, each
Vent Hood, Cost
A/C Wall/Win. Tons
Dryer Vents, Number of
Paint Booth
Ventilation, Cost
Air Handler, Tons
Ductwork, Cost of
Piping, Flammable Liquid
Periodic Inspections
Barbecue
Fire Sprinkler System
Process/Pressure Piping
Supply, AC Well
Bath Fan - Vented, #
Fireplaces, Number of
Pressure Vessel
Temporary Toilet
PLUN'IRING
TYPE,
A/C Condensate
QTY.
TYPE.
Drains, Roof
QTY.
TYI'P.
Miscellaneous Fixture
QTY.
TYPE
Soakage Pit
QTY.
Bath Tub
Drinking Fountain
Miscellaneous Repairs
Solar Water Heater
Bidet
Filter Replace
Pool Piping
Sprinkler Repair
Cap - Fixture
Fountain
Pump and Abandon
Sprinkler System
Cap - Water -
Gas - Appliance
Pump, Domestic
Supply, AC Well
Cap - Sewer
Gas - Natural
Pump, Fire Stand
Temporary Toilet
Catch Basin
Gas - Propane
Pump, Re- circulate
Temporary Water Closet
Clothes Washer
Gas Piping
Pump, Replace - Pool
Urinal
Dental Chair
Grease Trap
Pump, Sprinkler
Utility - Sewer
Discharge Well
Ice Maker
Pump, Sump
Utility - Water
Dishwasher
Indirect Wastes
Relay Repair
Vacuum Pump
ul- isposal
Interceptor
Roof Inlet
Water Closet
1 omestic Well
Laundry Tray
Septic Connection
Water Heater
,hrainfield, 4" Tile/Res.
Lavatory
Septic Tank
Water Heater New
thrains, Area
Meter Set (Gas)
Sewer Connection
Water Re -pipe
Drains, Floor
Minimum Fee
Shower
Water Service
Drains, French
Miscellaneous Equipment
Sink
Well, Supply
Page 3
PERMIT APPLICATION
INSTRUCTIONS: Please indicate the type of work being performed and quantity(ies) in the space provided below.
RECEIVED AND REVIEWED BY: DATE:
SECTION
BY
D TE
Zoning
OP 7
e / b,
Electrical
Mechanical
Plumbing
Fire
Public Works
Structural
`, ■,
I/ /0 2
Building Official
i
-.I''
Page 4
OFFICE USE ONLY
CI- IECKLIST
❑ OWNER - BUILDER FORM
(Attach)
❑ FIRE DEPARTMENT
APPROVAL (Commercial /
multi- family)
❑ CONCURRENCY
(New Construction)
❑ OTHER
(Specify & Attach)
PERMIT FEES
$3.00 per page (Scanning Fee)
Miami Shores Village
Bond
Metropolitan Dade County (C.C.F.) $
Inspector State Educational Fund $
State DCA (Radon) $
Code Enforcement Fine
Zoning Review
❑ PROOF OF OWNERSHIP
(Attach)
❑ HRS / DERM APPROVAL
(Septic / Sewer)
❑ IMPACT FEE
(New Construction)
❑ OTHER
(Specify & Attach)
$
REVIEWED AND PREPARED BY:
(sq.ft. = x/1000
x ¢.60)
(¢.005 /sq.ft.)
(¢.01 /sq.ft.)
PERMIT APPLICATIOV
❑ CONDO ASSOCIATION APPROVAL
(Attach)
❑ BPR APPROVAL (Restaurants)
❑ CONTRACTOR REGISTRATION
(On File)
TOTAL $ 60.6 e
ISSUING OFFICIAL
DATE:
CONDITION OF APPROVAL
Revised July 2001
10050 N.E. 2ND AVE., MIAMI SHORES, FL • (305) 795 -2207 • FAX (305) 756 -8972 • http : / /www.miamishoresvillage.com
Date
PERMIT APPLICATION FOR MIAMI SHORES VILLAGE
Job Address 9/8 / r V g2Sf Tax Folio
Legal Description Historically Designated: Yes No
Owner/Lessee / Tenant R/40e. Master Permit # 417 c /2
Phone of 74-C1.0
Owner's Address
Contracting Co.
Qualifier
State # Municipal #
Architect/Engineer
Bonding Company
Mortgagor
Address
Address
Address
45 € ill a
SS# Phone
Competency # Ins. Co.
Address
Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN
WORK DESCRIPTION C (,,-Ct
Square Ft. Estimated Cost (value)
, �
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
construction and zoning. Furthermore, I authorize the above -named contractor to d.j e work stated.
Signature of owner and/or Condo President
c
FEES: PERMIT J RADON
APPROVED:
Zoning Building
Date Sign
Notary as to Owner and/or Condo President Date No as to Contractor or
My Commission Expires: My Commission Expires:
e of Contractor or
4- -20®0
er -13 I�?C37 T3Y 1
GIADYSJ VILLAR
HOARY PUBLIC S'T'AVE OF FLO 2 DA
COMMISSION NO. CC7141w3
L MY COMMISSION EXP. MAR. 1,2002
C.C.F. P (QD NOTARY .� BOND
Electrical
TOTAL DUE
e l 020e
e
Mechanical Plumbing Structural Engineer
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) 3/5.2558
CONTRACTOR ENFORCEMENT SECTION
(305) 375-2966 FAX (305) 315-2908
PRODUCT CONTROL. DIVISION
(305) 375.2902 FAX (305) 372 4339
Your application for Product Approval of:
Series 580 Aluminum Single Hung Window and Dual Action Window
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 approval shall not be valid after the expiration date stated below. BCC() reserves the right to secure this
product or material at anytitne from a jobsite or manufacturers ylant 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 requiretneitts of the South Florida Building
Code.
The expense of such testing will be incurred by the manufacturer.
Acceptance No.:99- 0219.02
Expires:11 /14/2002
PRODUCT CONTROL NOTICE OF ACCEPTANCE
Yale Ogron Manufacturing Co., Inc.
671 West 18 Street
Hialeah FL 33010
Approved: 04 /15/1999
!atom et mail address: postmaster @built. ngcndeoalinc.com
Raul Rodriguez
Chief Product Control Division
THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECII 3'C 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.
0
0.40,
tarter - ; . • uintana,
Director
1 of 3 Miami -Dade County
Building Code Compliance Offii
Homeme : -http: J/www.buildingtodeoaline -IOM
Yale Ogron Manufacturing Co.
NOTICE OF ACcEPTANCE: SPECIFIC CONDITIONS
1. SCOPE
1.1 This renews the Notice of Acceptance No. 97- 1014.02, which was issued on August 20, 1998. It
approves an aluminum single hung and a dual action window as described in Section 2 of this
Notice of Acceptance, designed to comply with the South Florida Building Code (SF13C), 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 580 Aluminum Single Hung Window and Dual Action Window and its components
shall be constructed in strict compliance with the following documents: Drawing No W97 -38, titled
"Series -580 Single Hung Window ", Sheets 1 through 4 of 4, dated 10/10/96, with revision "A"
dated 5/19/98, signed and sealed by 1- lumayoun Farooq, 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 hereina.lier 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 single hung (dual action) window 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 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 Sectio 2 of this Notice of
Acceptance, clearly marked to show the components selected for ',tae proposed installation.
6.1.3 Any other documents required by the Building Official or the Sovf Florida Building Code
(SFBC) in order to properly evaluate the installation of this system
2 of 3
ACCEPTANCE No.: 99 -0219.02
APPROVED APR 1 5 1999
EXPIRES : November 14, 2002
Manue ' erez, P.I°. 1 7'roduct Control
Produ trol D tsion
Yale Capron Manufactu ring Co. ACCEPTANCE No.: 99- 0219.02
APPROVED . APR 1 5 1999
EXPIRES : November 14 2002
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) lithe 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 tiling
of a revision application with appropriate fee) and granted by this office.
5. Arty 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 Miatni -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 time. 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 of Acceptance consists of pages I, 2 and this last page 3.
Manuel erez, P. E., Product Conte xaminer
. Produc of Division
END OF THIS ACCEPTANCE
3 of3
Yale Ogron Manufacturing Co., Inc.
671 West 18 Street
Hialeah FL 33010
MIAMI -DADS COUNTY. FLORIDA
METRO -DADE FLAGLER BUILDING
BUILDING CODE COMPLIANCE OF
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
PRODUCT CONTROL DIVISION
Your application for Product Approval of:
(305) 375.2902 FAX (305) 372 4339
Series 580 Aluminum Single Hung Window and Dsiul Action {Window
under Chapter 8 of the Code of Miami 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 approval shall not be valid after the expiration date stated below. BCC() reserves the right to secure this
product or material at anytime from a jobsite or manufacturers 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.:99- 0219.02
Expires :11 /14/2002
PRODUCT CONTROL NOTICE OF ACCEPTANCE
Raul Rodriguez
Chief Product Control Division
THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECII VC 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.
Approved: 04/15/1999
Internet mail Address: postmaster @builk ngcndeoaline.com
f
C • 1. - , X 1 1
1 of 3
Hassel: ° . • uintana, ' .
Director
Miami -Dade County
Building Code Compliance off',
Homepa ge:, http :►/www.buildiagtodeoallne.tOM
Yale Ogron Manufacturing Co. ACCEPTANCE No.: 99- 0219.02
APPROVED : APR 1 5 1999
EXPIRES : November 14,2002
NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS
1. SCOPE
1.1 This renews the Notice of Acceptance No. 97- 1014,02, which was issued on August 20, 1998. It
approves an aluminum single hung and a dual action window 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 580 Aluminum Single Ilung Window and Dual Action Window and its components
shall be constructed in strict compliance with the following documents: Drawing No W97 -38, titled
"Series -580 Single Hung Window ", Sheets 1 through 4 of 4, dated 10/10/96, with revision "A"
dated 5/19/98, signed and sealed by 1-luinayoun Farooq, 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 single hung (dual action) window 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 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.
2of3
Manue ' erez, P.E. Product Controls aminer
Produ t .. trol Division
Yale Ogron Manufacturing Co. ACCEPTANCE No.: 99- 0219.02
9, This Notice of Acceptance consists of pages 1, 2 and this last page 3.
APPROVED
: APR 1 5 1999
EXPIRES : November 14, 2002
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;
6) 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.
S. 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 time. 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.
Manuel erez, P. E., Product Con 1; xarniner
Produc of Division
END OF THIS ACCEPTANCE
3 of 3
• DESIGN LOAD CAPACITY - PSF
WINDOW DIMS.
•DSB- ANNBAIaD GLASS
3 /10 ANNEAl2II GLASS
VIDTH + HEIGHT
EXT.
INT.
EXT.
INT,
19 -1/8'
26 -1/2'
37'
53 -1/8'
26 .
C3)
60.7
262.8 -
60.0
300.0
60.7
165.9
60.0
274.8
60.7
108.8
60.0
194.1
-
-
60.0
127.0
19 -1/8'
26-1/2'
37'
53 -1/8'
38 -3/8
X31
60,7
202.1
60.0
202.1
60.7 -
133.0
60.0
145.9
6-0.7
82,0
60.0
104.5
-
-
60.0
72.8
19 -1/9'
26 -1/2'
37'
53-1/8'
50 -5
;5)
60,7
152.3
60.0
276.0
60,7
105.5
60,0
192.3
60.7
70.0
60,0
124.9
-
-
60.0
75.1
19-1/8'
2E -1/2' 57'
37' (5)
53 -1/8' I
60.7
13 3.6
60.0
. 236.9
60.7
92.5
60.0
168.7
60.7
64.4
60.0
117.2
-
-
60.0
69.5
19 -1/8'
26 -1/2'
63'
37'
,' (5;
53-1/6"
60.7
119.7
60.0
209.1
60,7
82.9
60.0
150.9
57,7
57.7
60.0
105.0
-
-
60.0
65.4
19-1/8'
26 -1/2'
37'
53 -1/8'
I
74 -1/4'
c5
-
-
60.0
171.3
-
-
60.0
123.6
-
-
- 60.0
87.9
-
-
59.8
59.8
NC. W PAREMNESTS INDICATE NO. OF ANCNoRS PER .'AJ.t
SERIES -580 ALUMINUM SINGLE HUNG WINDOW
COMPARATIVE ANALYSIS CHART •
8ASE9 ON FTL -1170 DATED 12 -18 -95
TEST' 512E - 37 x 50 -5/6' j1 OVER 1)
TEST LOADS - +105.0, -105.0 Psr
DESIGN LOADS - +70.0. -70.0 PSF
WATER INFLTRATION TEST - 9.1 PSF
TESTED GLASS - DS2 - ANNr+U Fr?
BASED ON FTL -1171 :DATED 12- 18 -95
TEST 512E - 5.5 -1/6' X 74 -3/16' (1 OVER 1)
TEST LOADS - +90.0. -90.0 PSF •
DESIGN LOADS - +50.0, -50.0 PSF
WATER INFILTRATION TEST - 9.0 PSF
TESTED CLASS - . F" oN/FA;M
IMPACT RESISTANT SHUTTERS
REQUIRED
i nits ET JCTURE is RCSt0NED ,! PER Tie FIDRIDA BUILDw4G
OI
CODE 1444 COON FOR DADE COUNTY. FOR IOW LLIADS
AS PER ASCE .7-86 U3110 • CORRCSPOMDI i 4DS.
2. W000 sums BY OTIIDTs. manse moan n Y TO 111.015i'Qt
LC 05 TD TI/E STRUCTURE *.g
. AN CTS 3i4aLL SE AS UBTFD SPACED ,4.4 SHOWN OM MAILS.
ANCt4OR EWEDiiD T TO 8ASE 1UTERW. SHALL DE MONO WAU.
MEMO OR STUCCO.
1 FOR EGRESS WINbOWS DETAILS AND CAPA311Y SEE SHEET 4.
FOR COUPONE1 SIZES SEE StiEE7 3.
I
J
19' wA.X.
ME,.Q0IL.
JAX3 Ass
SEE .EIG t7 COLtN+
AT LEFT
APPROOL AS COWPlrMG MR THE
SOU1H FLORIDA BUILDING COOS
L
PROM r i . :OC ON:S 014
811tDI81i CODE :fMP1i4MCE 01210E
A00 'TA= NO ° 1 -D -' ,,- a
a
drT11�Rt4::?f0. .,
498 =38
sheet 1 el 4
ifi
/B' X I WEEP SLOT
.5 -1/4' FROM EACH EMI
OPEN CCU. MAM PM j
AT EACH WEEP SLOT
• TYPSCAL AICHORS
1-. . Ee.EL.EiL FLR sR;awc
• 1 f.4• wx
- 0;tus -
GLAZB4 SEA:ATT E
AHtO P $EZ SKT. 2
1
'
•!:EP SLDTS-
ANCHORS
SEC ELEV. FOR SPACWG i10�04 BY
•WDO#t 1110TH
{
14 -1 /2' MAX.
HEAD & S1U. '
EGRESS FRAMING DETAIL FOR
SERIES-5a0 SINGLE NIJNG WINDOW
S1ZE Of SUS - ?RAIL? = 37' X 6o - 3/S'
SIZE or S.K. YRAKE = 35 —t /4' Y 46 -7/18
1 BY Oft 2 BY _
WOOD BUCK
• EXTRA NrJQR
FOR 73 PSF RATING om..Y
2tWC DE CAS:
3 PT. LOCK BAR SYSTEM
R0T4 IlAnADWA4E
moms; 1106
i 1 w/ PusTIC xEEPEPs
5
6
7
e
9
10
11
12
13
14
15 •
FOR SINOLE HUNG DETAILS AND CAPACITY SEE SHEETS 1 & 2.
FOR COMPONENT SIZES SEE SHEET 3.
YE -172 HEAD I - SD:LI - I 606: —T3
- .TE -2'S DM= 0010 CXT SI 4 606: -T3
Y1I-578 ' 4 DAR 14010E 1 '• - TAlit£SS STEEL
-4E-2 • 6063 -n
YE -169 SK VDIDOW HEADER
VF-23 SCREV
TN-57O vEATHERSTRIPPING
'FF. CHAIR SOPPQOLT SORE
TH LCHCX SAR
TR LOCK SAR GUIDE
YH - 942 3 PONT LOCK BAR Cl°ERATOR ROTO HARDVARE
YH-944 PLASTIC.STRIKER i REMO IIAR3WARE
YE -171 EGRESS .IAID
YH -571
YF-1
FOAM TAPE . BLACK V-/B6
1.14 SHIA
H1Ax.
6063 - T5
110-24 x 5/e• Ms PH
SANTEPRENE
A 8 X 1/2' TEKS P11
R11TO HARDWARE
ROTC HARDWARE
6063 - TS
NORTON 3 /2' X .188
M 10 X 3/4' SKS CAS MOW CAD PLATED STEEL
DESIGN LOAD RATING FOR THIS SIZE OR SHAALLER
ANCHORS /JAMB EXT. j IN T ,
4
5
65,0 ' 65.0
75.0 75.0
TYP1 CAL AN CHORS;
A W INTO 2' BY WOOD BUCKS
3/16' DIA_ TAPCONS WITH 1 -3 /E IAJN. PENETRATION INTO WOOD
B. IF INTO 1' BY WOOD BUO;S OR INTO IM►SOHRY
3/16' DNA. TAPCONS WITH 1 -1/4' MIN. EMBED INTO MASONRY
WOOD PUS mir BY YALE WREN
r• MUST SuSTAW DPOSED LOADS
' • TYPICAL AHOCtS
SEE ELEV. FCR SPACING
+pp0OYED IS CA►dP9.YIHC WITH THE
7^ E STRUCTURES 00 1 SOUTH FORMA 9UILDING tDOE
M PEN 10.557 DA1• QT
sy
4R000• 00N1ROL OIY6S10N ,
— `+ BUI •.. OOIIPIIMI E
=qua N 1 qua Ito 17- 02, . ca
• -. I , I ,
m
k
drawing no.
W9 6 -38
f tM.t sot 4 3
■ •
■ OS8 ANN. GLASS
■
'T
\
f
/
// u
/B' X I WEEP SLOT
.5 -1/4' FROM EACH EMI
OPEN CCU. MAM PM j
AT EACH WEEP SLOT
• TYPSCAL AICHORS
1-. . Ee.EL.EiL FLR sR;awc
• 1 f.4• wx
- 0;tus -
GLAZB4 SEA:ATT E
AHtO P $EZ SKT. 2
1
'
•!:EP SLDTS-
ANCHORS
SEC ELEV. FOR SPACWG i10�04 BY
•WDO#t 1110TH
{
14 -1 /2' MAX.
HEAD & S1U. '
EGRESS FRAMING DETAIL FOR
SERIES-5a0 SINGLE NIJNG WINDOW
S1ZE Of SUS - ?RAIL? = 37' X 6o - 3/S'
SIZE or S.K. YRAKE = 35 —t /4' Y 46 -7/18
1 BY Oft 2 BY _
WOOD BUCK
• EXTRA NrJQR
FOR 73 PSF RATING om..Y
2tWC DE CAS:
3 PT. LOCK BAR SYSTEM
R0T4 IlAnADWA4E
moms; 1106
i 1 w/ PusTIC xEEPEPs
5
6
7
e
9
10
11
12
13
14
15 •
FOR SINOLE HUNG DETAILS AND CAPACITY SEE SHEETS 1 & 2.
FOR COMPONENT SIZES SEE SHEET 3.
YE -172 HEAD I - SD:LI - I 606: —T3
- .TE -2'S DM= 0010 CXT SI 4 606: -T3
Y1I-578 ' 4 DAR 14010E 1 '• - TAlit£SS STEEL
-4E-2 • 6063 -n
YE -169 SK VDIDOW HEADER
VF-23 SCREV
TN-57O vEATHERSTRIPPING
'FF. CHAIR SOPPQOLT SORE
TH LCHCX SAR
TR LOCK SAR GUIDE
YH - 942 3 PONT LOCK BAR Cl°ERATOR ROTO HARDVARE
YH-944 PLASTIC.STRIKER i REMO IIAR3WARE
YE -171 EGRESS .IAID
YH -571
YF-1
FOAM TAPE . BLACK V-/B6
1.14 SHIA
H1Ax.
6063 - T5
110-24 x 5/e• Ms PH
SANTEPRENE
A 8 X 1/2' TEKS P11
R11TO HARDWARE
ROTC HARDWARE
6063 - TS
NORTON 3 /2' X .188
M 10 X 3/4' SKS CAS MOW CAD PLATED STEEL
DESIGN LOAD RATING FOR THIS SIZE OR SHAALLER
ANCHORS /JAMB EXT. j IN T ,
4
5
65,0 ' 65.0
75.0 75.0
TYP1 CAL AN CHORS;
A W INTO 2' BY WOOD BUCKS
3/16' DIA_ TAPCONS WITH 1 -3 /E IAJN. PENETRATION INTO WOOD
B. IF INTO 1' BY WOOD BUO;S OR INTO IM►SOHRY
3/16' DNA. TAPCONS WITH 1 -1/4' MIN. EMBED INTO MASONRY
WOOD PUS mir BY YALE WREN
r• MUST SuSTAW DPOSED LOADS
' • TYPICAL AHOCtS
SEE ELEV. FCR SPACING
+pp0OYED IS CA►dP9.YIHC WITH THE
7^ E STRUCTURES 00 1 SOUTH FORMA 9UILDING tDOE
M PEN 10.557 DA1• QT
sy
4R000• 00N1ROL OIY6S10N ,
— `+ BUI •.. OOIIPIIMI E
=qua N 1 qua Ito 17- 02, . ca
• -. I , I ,
m
k
drawing no.
W9 6 -38
f tM.t sot 4 3
3J24
VT.:Ir TOD RAIL
rE -151C.
7•063-1!.
2344-1
ILE j32/Q1Liall
YE-766
6063-T5
• - T •
%TNT Sk.r.: RAJ;
YE-04317‘
6063-T5
Ec! FRA.W CORNER DEN'.
L359 11
F L
4-1268
fairlaCHNEantratt
YE-25
6663-75
2437
22t6
Eciw WA13
.It-'n
6/363-TS
2.675
r lA47-1
2.437
[4-1127-.1
IG1:1FSS _Aug
yt-171
6063-75
S.H. FRAME CORNFR DETAIL
Si 1. VENT CORNER DETAIL
•
Q. 166.44erau4 FAP000
STRUCTURIES
Ft.& PC 1 111667
1 1; - T ta.9.4e9e H--
MOVED PS MUM Wrill fl�
3 SOWN FLORIZA BIJILDIC COM
i DA al 7
• By le _
PRO • ROL OM 0%
BONDING COLE CCIIPUANCE OM&
• ACCEPTANCE ND n -.021 2,
LLi
l elsaot 304 4
:. R1dt f
1.
. 'PAW f t' am;
. Dzsaalmow •: •-'
FRANC HEAD' 1 —T 6D63-T5
1136'm
' YE !69
- . L .
2
YE -167 ,..
. C.;
FRANC SILL. I.
6063-T3-
r • 7 "
:•'1E =10Er •"
r ': E ..
FRAI4E: AND
6863 -T7
_ 4• -
:.. .-YE- i328 .:r'ag.:•:
?- •
•6064 -23
3
YE-131C
1' i VENT ,FOP RAIL
6063 -T'3
6.
YE -166
1 • VENT BGTTOM! RAIL.
6462 -T7
7
YE -925
2 VENT .JAMS
6863 -75
8
AS Mt CLAZING LEAD
ROLL FE)RHED ALUM
9
-
10
2/ VENI ! BLOC (a .'ACXLE 9ALS?4CE
11
Y}I -311
AS REOQ.
81.L3 VINYL ` —�
PVC (mar.)
12
13
'flit
AS RE00.
BULB' VIMlt.
PVC <SINGLE}
YK - '09F
AS RECD.
PILE SI:I&ECEL 187 x 230
: FIN SEAL <DDU81.E)
14 TH-SD4
2 . 1'
VENT LATCH
NYLON OR CELCap1
14A YK -5t3
1 '• I CAN t0C1 f CENTER CF VENT
ZhJ M •
I3 ' • 10 X 3/4'
8 IFRANE ASSEHDLY SERE
PLATED CRS
16 •1 8 X 3/4'j 2 ■ ;FIXED qA)L SCREVS
CAD PLATED CRS
17 1 8 K t' 14/ VENT I VENT AT.E143LY SCREVS
CAD PLATED CRS.
3
z
5
i
3/4' VCEP
AT EACH OM
•
3/16' 7APCfS111
f 6' raw COMAS
i 19' QC,. MAIL
•■1/4' MAX..
SHINS
OS7 -418& GLASS OR
3/16'- ANN. CLASS.
SE*_ CHART
Y118016 Cur 9E SUPWUED wm+
CIA tATCIl AT win. RA& O
SCR643 LOADED LATCH AT SILL
- 3/I6' X 2 - 1/4' TAPCaiS
1 4' F800/ COM=
I. 24'
Q. MAX.
..WOOD BUCKS NOT BY YALE MUST SUSTAIN LOACS-
UMPOSEII BY GLAZING' SYSTEL4 AND TRANSFER THEM-
TOE THE BUILDING S7RUCTURE. l
Gc4ZING }IST t
EXTERICFt GGIZEIT WITH: ROLL: FORMEO ALUM- CLAZIk: BEAD,
'USE' ADHESIVE MOOING. COMPOUND SCHNEE MOREHEAD 5555 •
OR EGUIV.. COLOR TO MATCH CLASS de METAL FINISH
•
•
•
SEALANT;
AU. LOWER FRAME AND VENT CORNER §. HEADS OF INSTALLATION
SCREWS AT SILL TO BE SEALED WITH ALUMINUM COLORED SEALANT,
SCHNEE` MOREHEAD 5504 OR EQUIV.
PADS;
ONE 1/4" X 3/4" ADHESIVE CLOSED CELL FOAM PAD AT
EACH END OF FIXED MTG. RML
TYPICAL ANCHORS
A) INTO'2 BY WOOD BUCKS
1 -3/8" MIN. PENETRATION INTO W000
8} THRU 1 BY 'x1006 BUCKS INTO .4fASONRY
1 -1/4" MIN. EMBED INTO CONC. OR - MASONRY
•
:1 BC CO 2 Sr
MOOD aL1CX
1425
QD
4f
M
ST
co
tl1:
dfe:kl9 no►
W96 -38
1 8Y OR 2 8K
f!000 BUCK
312 MA'S: OR
3/16' AJ1& GLASS
SEE ENAM T 1
uDmXv VIDTH
i -
IJ
SHD4
Mx.
'SOOC 'aJCRS KIT 37 TALE OGRnn
-AUST SUSTAIN IQPOSED LIMOS
'3/16 TAPc
it rSCE COPARAMIVE MALYSIS 04A8T
4!..1 I FOR ".iAl:l1G
• r. C0. hu Q- 'pR000
1 u
APAOVED IS 0I00I10 ' TIk THE
Scimi MICA 281101N6 CJ]9E
OA 9
J>M7
01YS.CA
• INS CODE C Pt1 NXCE
ACCEPTANCE t0. ' 4 - C
g
r1
m
{
LEI