1218 NE 98 St (2)PERMIT APPLICATION FOR MIAMI SHORES VILLAGE
Dat 'C Job Address O-' O ' 3 .
Legal DescriptionL-.' 1 PI/S 3 fir' �To
Owner / Lessee / Tenant Y _ ` G ( 1. S\ RC.
N
Owner's Address 2.1 I
Tax Folio ) I 3 � � 0 al 035?*
S CI rq.S
6`1 , Master Permit 41: 3(p
Phone (0:
Contracting Co.U3 � D kn r r . tom" Address n OF rlI ` . 1 *
Qualifier % C-
State # Municipal # Competency # Ins.Co.
Architect /Engineer Address
Bonding Company Address
Mortgagor Address
Permit Type(circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN
Ox v-k\
APPROVED:
Phone r 455°c;')
*AL `. Ij 1l
WORK DESCRIPTION ■a• 111■ &aii••
Square Ft. Estimated Cost(value) c)
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.
OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will
be done in compliance with all applicable laws regulating construction and zoning.
authorize the above -named contractor to do the work stated.
53,5-581
otar as to Owner an or Condo President
My Commissior� ,ima STATE OF FLORIDA
MY COMISSION EXP SEPT.26,1994
BONDED THRU GENERAL INS. UND,
** * * * * * *
FEES: PERMIT 5-6 RADON C.C.F. to
Fire
Zoning
Mechanical
Building
Furthermore, I
Signature of Contractor or Owner- Builder
Date:
No .ry - to Contractor •r Owner- Builder
My Commission Expires:
NOTARY PUBLIC STATE OF FLORIDA
MY BONDED THRU F 6
THRU GENERAL INS.
* * * * * * * ✓� **
NOTARY TOTAL DUE / �!'°
Other
Electrical
Plumbing, Engineering
CONFIDENTIAL
METROPOLITAN DADE COUNTY, FLORIDA
METRO-DADE CENTER
M' TRO.DADE
PRODUCT CONTROL NOTICE OF ACCEPTANCE
Andersen Corporation
100 Fourth Avenue
Bayport, MN. 55003 -1096. 3&02.
Your application for Product Approval of Perma Shield Narroline Vinyl
Clad Double Hung Wood Window under Sections 203 and 204 of the South
Florida Building Code governing the use of Alternate Materials and Types
of Construction, and completely described in the plans, specifications
and calculations as submitted by Report and Calculations by Herbert
Saffir. P.E. dated March 12, 1991, and Architectural Testing Report No.
AT -: 7 - dated Ma c : •' is .•i• has been accepted by
Product Control to be used in the Unincorporated areas of Dade County
under the Specific Conditions set forth on pages 2 -2b and the Standard
Conditions on Page 3 for Glazed Products
ACCEPTANCE No.:
APPROVED
EXPIRES
91- 0412.7
May 13. 1991 .
March 18. 1995
C 0 N F 1 0 E NT! A L
-1-
BOARD OF RULES AND APPEALS
CODE ENFORCEMENT
SUITE 1010
111 N.W. 151 STREET
MIAMI, FLORIDA 33128.1974
(305) 375 -2612
it Diamond, P.
roduct Control Division
Supervisor
* *PLEASE NOTE **
THIS IS THE COVERSHEET. SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL
CONDITIONS
BOARD OF RULES AND APPEALS NOTICE OF ACCEPTANCE
This application for Product Approval has been accepted by the
Metropolitan Dade County Board of Rules and Appeals to be used in the
Incorporated and Unincorporated areas of Dade County under the
conditions set forth above.
APPROVED: May 13, 1991
Charles Danger, P.E.
Deputy Secretary
Metropolitan Dade County
Board of Rules and Appeals
Andersen Corporation
Foam bulb
Santaprene bulb
Polypropylene leaf
weatherstrip with foam
insert
NOTICE OF ACCEPTANCE:
DESCRIPTION OF UNIT
MODEL DESIGNATION
Perma Shield Narroline Vinyl
Clad Double Hung Wood Window
OVERALL SIZE:
3' - 9 5/8" by 6' 5 1/4" high
WEATHERSTRIPPING: Ouantity
-2-
CONFIDENTIAL
ACCEPTANCE No.: 91- 0412.7
APPROVED
EXPIRES
SPECIFIC CONDITIONS
May 13, 1991
March 18, 1995
ASSIGNED ACCEPTANCE MARKINGS
NWWDA I.S. 2 -87
Dade County Approval #91- 0412.7
Expires: March 18, 1995
Approved for installation up to 55. ft.
above grade.
CAUTION: Elevation must be reduced in
the coastal construction zone
TOP SASH SIZE: 3' - 6 7/8" wide by 3' - 1 1/2" high
BOTTOM SASH SIZE: 3' - 6 7/8" wide by 3' - 1" high
FINISH: Interior wood is natural, exterior white vinyl clad.
GLAZING: The sash utilizes nominal 5/8" insulating glass fabricated
from a 0.091" thick heat strengthened inner lite and a 0.088" thick high
performance outer lite and a desiccant- filled spacer system, set Prom the
exterior against silicone backbedding. A dual durometer vinyl glazing
bead used on the exterior.
Location
1 Row Top rail of upper sash and
bottom rail of lower sash
1 Row Check rail
1 Row Sash stiles
it Diamond, P.E.
roduct Control Division
Supervisor
Andersen Corporation
HARDWARE:
Vinyl sash stop
Sweep lock
Lift handle
Flat clock spring
counter balance
-2a-
CONFIDENTIAL
ACCEPTANCE No.: 91- 0412.
APPROVED
EXPIRES
NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS
May 13, 1991
March 18, 1995
FRAME CONSTRUCTION: Frame members are coped and secured with three 8
penny nails and one #8 by 2 1/4" screw 8
penny nails and two #8 by 1 3/4" screws per
sealant also used at the sill frame corners. Vinyl
dd i n g looked over
the exterior frame members. A 1 1/4" high performance
applied to the window frame prior to any testing.
SASH CONSTRUCTION: Mortise and tenon construction used in all sash
corners.
'0A-catity Location
4 Inner jamb track 10" from head
Outer jamb track 16" from sill
1 Midpoint of locking rail
1
Lower sash midpoint of bottom
rail
4 Head of window, two per sash'
l
2"/ Gil iamond, P.E. P.E
Product Control sion
Supervisor
Andersen CorporAtion
NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS
TESTS:
INTERIOR WINDLOAD: 68.0 p.s.f.
EXTERIOR WINDLOAD: 68.0 p.s.f.
WATER RESISTANCE : 6.8 p.s.f.
AIR INFILTRATION : 0.19 cfm /sf
FORCED ENTRY ATI- 8573 -N
-2b-
CD; \JFIDtNTIAL
ACCEPTANCE No.:
APPROVED
EXPIRES
91-0412.7
May 13, 1991
March 18, 1995
SILL
1 5/8" SRS @ 8" o.c. in
HEADER: nailing flange all
around
JAMBS :
NOTE: Please see Note #11. Page 3
APPROVED FOR ELEVATIONS UP TO: 55. feet above existing grade
O
This product must be re- evaluated for structural adequacy when installed
within the Coastal Construction Zone in accordance with Chapter 23
Sub - section 2309.2 (b) of the South Florida Building Code.
Gil Diamond, P.E.
Product Control Division
Supervisor
•C J i
REVISED 8 -22 -89
NOTICE OF ACCEPTANCE: STANDARD CONDITIONS FOR GLAZED PRODUCTS
1. For multiple window installations, approved mullion drawings and calculations must be
filed with Product Control.
2. This acceptance will qualify smaller units of the same design and materials as the
unit tested.
3. All units must be labeled by an approved laboratory certifying that the unit meets
the reQuirements of ANSI /AAMA 101 -88 or a label giving the manufacturers name,
the name of the testine lab and test numbers. Dade County Product Control
Approval Number and approval expiration date.
4. Extension of Acceptance ta, for test reports less than a four new
(4)application a S old, has has filed a
has beenrea
and the supporting
evaluated.
6. Any revision or change in materials, use or manufacture of the product shall
automatically be cause for termination, unless prior approval is granted for revision
or change.
6. Any unsatisfactory performance of this product or p change in Code provisions shall
be grounds for re- evaluation.
7. This acceptance shall not be used as an endorsement of any product sales or
advertising purposes.
8. Windows and sliding doors have been tested in accordance with the American
National Standards Institute's specifications and the Architectural Aluminum
Manufacturer's Association • Standards ANSI -AAMA 101 -86 or for wood units
ANSI /AAMA 302 and 402 and for vinyl units ASTM D- 4099 -82.
9. Swinging doors shall be tested for positive and negative wind pressures as per
Chapter 23 of the South Florida Building Code.
10. Hardware for all windows and doors shall conform to Intrusion and Burglary Security
Chapter 8C of the Code of Metropolitan Dade County.
11. The spacing of fasteners shall be as tested or 24" whichever is less.
R The firet Jaatener_Jh
or stile. Minimum penetration of fastener shall be as tested or 3/4"
higher. No wood or plastic shields or pins shall be used.
• -
• : •I to to II •
• Of 1
• It -
Unless otherwise noted in the test r ° and Nom 10 for all other screws shall
above No.
the
for first and second floor installations
first and second floors.
11 Diamond, P.E.
Product Control Supervisor
Metropolitan Dade County
Building & Zoning Department
and mullion
whichever is
METROPOLITAN DADE COUNTY, FLORIDA
METRO•DADE
ACCEPTANCE No.:
APPROVED
EXPIRES
APPROVED: May 13, 1991
PRODUCT CONTROL NOTICE OF ACCEPTANCE
91- 0412.3
May 13 1991 '
March 18, 1995
-1-
METRO-DADE CENTER
BOARD OF RULES AND APPEALS
CODE ENFORCEMENT
SUITE 1010
111 N.W. 1st STREET
MIAMI. FLORIDA 33128.1974
(305) 375 -2612
Andersen Corporation
100 Fourth Avenue
Bayport, MN. 55003 -1096.
Your application for Product Approval of Frenchwood Gliding Wood Patio
Door 10068 (OXXO) under Sections 203 and 204 of the South Florida
Building Code governing the use of Alternate Materials and Types of
Construction, and completely described in the plans, specifications and
calculations as submitted by Report and Calculations by Herbert Saffir,
P.E. dated March 12, 1991, and Architectural Testing Report No.
ATI- 8569 -N dated March 18, 1991 including (FER) has been accepted by
Product Control to be used in the Unincorporated areas of Dade County
under the Specific Conditions set forth on pages 2 -2c and the Standard
Conditions on Page 3 for Glazed Products
Gil Diamond, P.E.
Product Control Division
Supervisor
* *PLEASE NOTE **
THIS IS THE COVERSHEET. SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL
BOARD OF RULES AND APPEALS NOTICE- OF ACCEPTANCE
This application for Product Approval has ben accepted by the
Metropolitan Dade County Board of Rules and''Appeals to be used in the
Incorporated and Unincorporated areas of Dade County under the
conditions set forth above.
4 ‘ / (i i
Charles Danger P.E.
Deputy Secretary
Metropolitan Dade County
Board of Rules and Appeals
k
Andersen Corporation
DESCRIPTION OF UNIT
MODEL DESIGNATION
Frenchwood Gliding Wood
Patio Door 10068 (OXXO)
OVERALL SIZE:
9' - 9" by 6' - 7 1/2" high
ACCEPTANCE No.: 91- 0412.3
APPROVED
EXPIRES
NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS
March 18. 1995
ASSIGNED ACCEPTANCE INGS
NWWDA I.S. 3 -88
Dade County Approval #91- 0412.3
Expires: March 18, 1995
Approved for installation up to 15. ft.
above grade.
CAUTION: Elevation must be reduced in
the coastal construction zone
No. & SIZE OF VENTS: Four equal size panels of 2' - 6" wide by 6' - 4"
high with the center two panels operating.
FINISH: Interior wood is natural, exterior is painted white.
GLAZING: The panels utilize nominal 3/4" high performanced insu7.ating
glass fabricated from two nominal 5/32" tempered sheets and a desiccant -
filled spacer system, set from the interior against silicone backbedding.
Wood glazing stops used on the interior, secured with 1 1/4" finish nail:
spaced 8" o.c.
-2-
May 13. 1991
Gil Diamond, P.E.
Product Control Division
Supervisor
Andersen Corporation
WEATHERSTRIPPING:
0.531" vinyl flap
0.343" vinyl flap
0.430" vinyl flap
0.531" vinyl flap
1" by 1/2" by 1/2"
closed cell foam
2" by 1 1/4" by 1"
closed cell foam
NOTICE OF ACCEPTANE:
Ouantity_
1 Row
1 Row
1 Row
2 Rows
2 Rows
2
-2a-
ACCEPTANCE No.: 91 - 0412.3
APPROVED
EXPIRES
SPECIFIC CONDITIONS
V
May 13, 1991
March 18, 1995
Location
Passive panel locking stile
Passive panel locking stile
1 panel locking stile
Stationary panel /meeting
stiles, one row each stile
Head above each meeting stile
2 Sill below each meeting stile
FRAME CONSTRUCTION: Coped, butted and glued corner construction
fastened using four #10 by 2 1/2" long screws per head jamb corner, and
three #10 by 2 1/2" long screws per sill jamb corner. The sill inserts
below the stationary panel reinforced with three 2" by 3/8" ribbed
aluminum angles positioned 2 ", 15" and 28" from frame jamb and secured t
the sill with four #10 by 1" screws located 5 ", 11 3/4 ", 18 1/2" and
25 1/4" from frame jamb.
Gil Diamond, P.E.
Product Control Division
Supervisor
Andersen Corporation
NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS
PANEL CONSTRUCTION: The wood panel members contain blind mortise and
tenon, dowel and glued corner construction with veneer stiles and top
rail and phenolic composite bottom rail. The stationary panel secured
the frame with four #8 by 1" screws through the sill insert flanges int
the panel positioned 5 ", 11 3/4 ", 18 1/2" and 25 1/4" from the frame
jamb. The top rail of each stationary panel secured to the frame using
1 1/8" wide metal angle bracket with 1 1/4" and 1 1/8" legs. The brack
secured to the frame with two #8 by 1" screws and to the panel with two
#8 by 1" screws.
The operating panel is held in the glide track using a 1/2" by 1/2" woo
glide stop which is secured to the frame with #8 by 1 1/2" long screws
spaced 12 1/4" o.c.
HARDWARE: Quantity
Locking latch with
keeper on passive
passive astragal
Pull handle
Angle stop
Vinyl stops
Adjustable meal rollers
Auxiliary security lock
1
2
ACCEPTANCE No.: 91 - 0412.3
APPROVED
EXPIRES
1 Midpoint of head glide
track
2 Head glide track jamb
corners
4
1
-2b-
Diamond, P.E.
Product Control Division
Supervisor
May 13, 1991
March 18, 1995
Location
Active panel locking stil
44 1/2" from bottom rail
Operating panels locking
stiles, 36" from bottom
rails
Operating panels bottom
rails, 7 1/2" from stiles
Passive panel, bottom
rail /meeting stile corner
44! - • •• .
NQTICE OF ACCEPTANCE:
- 2c-
ACCEPTANCE No.:
APPROVED
EXPIRES
SPECIFIC CONDITIONS
.I�
91- 0412.3
May 13, 1991
March 18, 1995
TESTS: SCREWS AND METHOD OF ATTACHMENT
INTERIOR WINDLOAD: 45.0 p.s.f. SILL 1 #10 x 2 1/2" FH CP WS
EXTERIOR WINDLOAD: 45.0 p.s.f. HEADER: 5 #10 x 2 1/2" FH CP WS
WATER RESISTANCE : 4.45 p.s.f. JAMBS : 6
and # x�2 "1 /2' WS i
AIR INFILTRATION : 0.08 cfm /sf nailing flange
FORCED ENTRY ATI- 8569 -N NOTE: Please see Note #11. Page 3
APPROVED FOR ELEVATIONS UP TO: 15. feet above existing grade
it Diamond, P.E
Product Control Division
Supervisor
0
This product must be re- evaluated for structural adequacy when installed
within the Coastal Construction Zone in accordance with Chapter 23
Sub - section 2309.2 (b) of the South Florida Building Code.
REVISED 8 -22 -89
NOTICE OF ACCEPTANCE: STANDARD CONDITIONS FOR GLAZED PRODUCT
1. For multiple window installations, approved mullion drawings and calculations must be
filed with Product Control.
2. This acceptance will qualify smaller units of the same design and materials as the
unit tested.
3. All units m st be labeled by an approved laboratory certifying that the unit meets
the requirements of ANSI /AAMA 101 -88 or a label giving the manufacturers name,
the name of the testing lab and test numbers. Dade County Product Control
Approval Number and approval expiration date.
4. Extension of Acceptance may be considered aftei a new application lh as be beenfileed
and the supporting data, for test reports less than four (4) years
evaluated.
5. Any revision be or cause for in
forte termination, on, unless prior is of product c shall
revision
automatically
or change.
6. Any unsatisfactory performance of this product or a change in Code provisions shall
be grounds for re- evaluation.
7. This acceptance shall not be used as an endorsement of any product sales or
advertising purposes.
8. Windows and sliding doors have been tested in accordance with the American
National Standards Institute's specifications and the Architectural Aluminum
Manufacturer's Association Standards ATM 101-85
82. or for wood units
ANSI /AAMA 302 and 402 and vinyl units
9. Swinging doors shall be tested for positive and negative wind pressures as per
Chapter 23 of the South Florida Building Code.
10. Hardware for all windows and doors shall conform to Intrusion and Burglary Security
Chapter 8C of the Code of Metropolitan Dade County.
11. The spacing of fasteners shall be as tested or 24" whichever is less.
R. to- - . - - : • • . : 10 :. If p• • . " • IS - : • f• - and mullion
or stile. Minimum penetration of fastener shall be as tested or 3/4" whichever is
higher. No wood or plastic shields or pins shall be used.
Unless otherwise noted
nd floor the test
installations report, and No. size
10 for all other screws shall No. 8
for first and second above the
first and second floors.
it Diamond, P.E.
Product Control Supervisor
Metropolitan Dade County
Building & Zoning Department
APPLICATION FOR BUILDING PERMIT
Application is hereby made for the approval of the detailed statement of ute plans and specifications herewith submitted for the build •
ins or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami
Shores village, Florid.e, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and
regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved
plans and specifications must be kept at building during progress of the work.
Date —41 Owner's Name and Address ... Q r • — No
Registered Architect and /or lyre &inter , ,. ,,,••• ,.- .,...•.•. ,<,,,., _
Name and address of licensed contractor Z QS?............_/ C G O ,.A41.1 .. o (/ >e
Location and legal description of lot to be built on:
Lot Block
Street and Number where work is to be done
State work to be done and purpose of building (by floors)
1 3 1 acttt.._r Tod a.......,/ Ati a .a.,rat
Estimate Total cost of improvements $
•stated are e.
Permit No..___X ° / Date 4 ' '1 l i 9
Disapproved .._
(Signed)
MIAMI SHORES VILLAGE
BUILDING INSPECTION DEPARTMENT
7 �_ ,19. 7.,/
street
04 / / a C A
Subdi vision — ....__... ........._ ._....._ e.
and for no other purpose.
New Building Remodeling Addition Repairs No. of Stories
To be constructed of Kind of foundation • • Roof Covering
PLANNING BOARD DATE
Chairman Member
Member Member
Mcmbcr .. Member
Council Approved Date Disapproved
/A° r. ,�/ir s ift o% ID oat AA
Amount of Permit S.
Zone cubage required plan Cubage
Distance to next nearest building Size of Building Lot
Maximum live load to be borne by each floor
I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may
be sent to..
The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer
of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Supplement,
and has complied with the provisions thereof, and will require similar compliance from all contractors or sub - contractors employed by him
in tl:e work to be performed under this permit; and will post or cause to be posted for ins ection on the site of the work such public notice
or notices as are required by the Act. The undersigned agrees to employ only suc}lors, on work be performed under this
pc�tnit, as are licensed by Miami Shores Village.
Remarks (Signed)
Read, Sworn to and Subscribed before me.
� ..._....... Date
Notary Public, State of Florida
t ut • mg Inspector My Commission Expires
STATE OF FLORIDA,
COUNTY OF DADE. J ss.
Before me, the undersigned authority, a notary public, duly authorizcd to administer oaths and take acknowledgments, personally ap-
peared
to me well known,
and who, being by me first duly sworn, upon oath deposes and says that he is the. m
of the above described construction, that he has carefully read the foregoing application, and that he did sign the sae, and that all facts
therein by him
Date
NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval
the 1'Lrnnircg Board.
A rc - inspection fee of 51.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty
materials and /or workmanship.
has been obtained from