374 NE 92 St (9)Date /a2 /0//oe.
Owner / Lessee / Tenant
Owner's Address
Contracting Co.
PERMIT APPLICATION FOR MIAMI SHORES VILLAGE
Job Address 3 7 % 72 e
Legal Description W L / /
0 al
3T9 /v 92
{caw 4_2 T7'46
enieRt Address - A'I T 2 59
Qualifier SS# - -
State # Municipal #
Architect /Engineer Address
Bonding Company Address
Mortgagor Address
Permit Type(circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL T ROO - OFING PAVING FENCE SIGN
vWORK DESCR z7 S - O 7e/ Cc crC7 r;' /e r ; r4
.Saw e 75 ) 9c 07 //la 6714 01 9O 4.8
�y- D
Square Ft. Estimated Cost(v C O
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. Furthermore, I
authorize the above -named contractor to do the work stated. ! - �Q
Signature of owner and /or Condo President Signatur o fi
Date: Date: 14/1 15 --
Notary as to Owner and /or Condo President
My Commission Expires:
* *
** * * * * *
FEES: PERMIT g 49° RADON
APPROVED:
Competency #
*
C.C.F.
Fire
Zoning Building
Mechanical Plumbing
Tax Folio // Jo a 6
Master Permit #` %''/9V
Phone S 9.7 - /4/ 9 _
Phone
Ins.Co.
as to Contractor or Owner- Builder
y Commission Expires:
' -re' NOTARY ...ride TOTAL DUE 3 C.'
Other
1 I✓ Electrical
Engineerin
PERMIT APPLICATION FOR MIAMI SHORES VILLAGE
Date, / Q 9U Job Address Q / t -✓ Tax Folio 1/ 3206 0/3
Legal Description Historically Designated: Yes No
Owner/Lessee / Tenant 7 e// / I ?2
Owner's Address , 377 P 9.2 .77
Contracting Co.
Qom[ C�
Signature of owner and/or Condo President Date
FEES: PERMIT 50, 70 RADON
Address
Master Permit #
PhorC ) 7 3-5
Qualifier SS# Phone
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
G E I •1 E RA• I— pI I R ,
WORK DESCRIPTION F LOO R I k G / PA `S C E4 S Al G /
CAc" eT ' R - A I R
K 1 'rG lA C—r3 S 1 N)1 1< G�r'■ Erg► �[' / PA ►J "T f N G, (Z GO t.1, O l T 1 O (v) C� U N (DG 2 se f�/ '1,�
00TE QeR \ 1T
Square Ft. Estimated Cost (value) It, 4 o 0 n •
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 MEC CAL WORK.
OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and work will be do '.m. ce with all applicable
laws regulating construction and zoning. Furthermore, I authorize the above- named ..ntractor to do the work stated.
Notary as to Owner and/or Condo President Date N. ary as to Contra • or or Owner - Builder Date
My Commission Expires: Commission E . ires:
C.C.F. a NOTARY lam BOND
TOTAL DUE
APPROVED:
�,�j � Q
Zoning Building P✓v'Q Electrical
Mechanical Plumbing Engineering
e,) METRO-D®
PRODUCT CONTROL NOTICE OF ACCEPTANCE
Florida Lumber Co.
2431 N.W. 20th St.
Miami
Your application for Product Approval of:
Series 1518 Out - Swinging Eighteen Liles (w/True Muntins) Wood French Door
under Chapter 8 of the Metropolitan Dade County Code governing the use of Alternate Materials and
Types of Construction, and completely described in the plans, specifications and calculations as submitted �t
Applicant, for listing see Section 8 of this Notice of Acceptance.
This approval shall not be valid after the expiration date stated below. The Office of Code Compliance
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 mariner, the Code
Compliance Office may revoke, modify, or suspend the use of such product or material immediately. The
applicant shall re- evaluate this product or material should any ammendments to the South Florida Building
Code be enacted affecting this product or material. The Building Code Compliance Office reserves the
the right to revoke this approval, if it is determined by the Building Code Compliance Office 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.:95- 0818.06
Expires:09 /20/98
FL 33142
Approved: 09/20/95 -1-
METROPOLITAN DADE COUNTY, FLORIDA
METRO -DADE FLAGLER BUILDING
Raul Rod iguez
Product Control Supervisor
THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL
CONDITIONS
-
BUILDING CODE COMMITTEE
This application for Product Approval has been reviewed by the Metropolitan Dade County Building
Code Compliance Department and approved by the Building Code Committee to be used in Dade
County, Florida under the conditions set forth above.
BUILDING CODE COMPLIANCE OFFICE
SUITE 1603
METRO -DADE FLAGLER BUILDING
140 WEST FLAGLER STREET
MIAMI, FLORIDA 33130 -1563
(305) 375 -2901
FAX (305) 3 -2908
PRODUCT CONTROL SECTION
(305) 375 -2902
FAX (305) 37 2 -6339
nar - s anger,
Director
Building Code Compliance Dept.
Metropolitan Dade County
Florida Lumber Co.
ACCEPTANCE No.: 95- 0818.06
APPROVED • SP 2 0 1985
EXPIRES SEP 2 0 1998
NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS
1. DESCRIPTION OF UNIT
1.1 This approves a wood swing door designed to comply with the South Florida Building Code.
1994 Edition for Dade County, for the locations where the pressure requirements, as determined by
ASCE 7 -88 "Minimum Design Loads for Building and Other Structures ", do not exceed the Design
Pressure Rating values in Section 7 and within the limitations contained in Section 3.
1.2 Model Desig ation Series 1518 Out - Swinging Eighteen Lites (W/True Muntin)Wood French
Door
1.3 Overall Size: 6' 0" wide by 8' 0" high by 5 1/4" deep
1.4 Configuration: XX
1.5 No. & Size of Panels: The active and inactive panels measure 3' 0" (36 ") wide by 8' 0" (96 ") high.
2. MATERIAL CHARACTERISTICS
2.1 Frame & Sash Material: Wood
2.2 Glazing:
2.2.1 Glazing Material: Eighteen vision lites, 1/8" thick tempered glass.
2.2.2 Glazing Method: Interior glazed using an adhesive bedding compound and wood glazing
stops.
2.2.3 Daylight Opening: Eighteen 8 1/4" wide x 12 1/4" high openings (101 sq. in.) each, for
a total of 1819 sq. in. or 12.63 sq. ft.
2.3 Door Leaf Construction:
2.3.1 Door thickness: The door leaf is 1 3/4" thick.
2.3.2 Face sheets: N/A
2.3.3 Core Design: N/A
2.3.4 Construction: Stile and Rail wood construction.
Stiles: 4 I /2" face x 1 3/4" thick;
Top rails: 4 1/2" min. face x 1 3/4" thick.
Bottom rails: 9 3/8" min. face x 1 3/4" thick.
Stiles and Rails are of glued block and face veneer wood or solid (Douglas Fir) wood
construction with "Ovolo" glazing rabbet.
Corner construction: butted and attached:
2.3.4.1 At 4 1/2" rails to stiles: with minimum two (2) 5/8" diam. x 4 5/8" long wood
dowels, 2 3/4" penetration into the rail.
2.3.4.2 At 6 1/2" and 9 1/8" rails to stile: with minimum three (3) 5/8" diam. x 4 5/8" tong
wood dowels, 2 3/4" penetration into the rail.
Muntin bars or muntins: Are 1 1/4" face x 1 3/4" thick wood Ovolo bar, mortised together.
As manufactured by Rouge Valley Sash & Door Co., Simpson Timber Co., or an
approved equal with a current Product Approval.
Manu
Product
Perez, P.E., Plans
ontrol Division
finer II
Florida Lumb Co
ACCEPTANCE No.: 95 0818.06
APPROVED
EXPIRES
Manu4 Perez, P.E., Plans E
Product ontrol Division
SEP 20 1995
SEP 2 0 1998
E I D
2.3.5 Astragal: J -R #300 Laminated (Tee) astragal with sleeves. Consists of a I 1/4" x I 3/4"
clear grade Douglas Fir moulding kerfed 1/8" x 5/16" for weatherstrip, attached to a 2 1/
x 1" 9 -ply AB marine grade plywood with a 3/8" diam. schedule 40 steel pipe sleeves 8
3/4" long, bored to clear the flush bolt, at each end of the astragal. Installed with glue.
7/16" x 2" staples at 15" o.c. and sixteen (I6) #6 x 2" FHWS (four (4) at each side of pipe
sleeve. Sealed to the inactive leaf at the inboard and outboard face. All astragal
attachment fasteners are covered with wood putty.
23.7 Glazing moldings and stops: 3/8" high x 5/8" wide ovolo wood moulding all around
Fastened to the door using 5/8" long x 3/16" wide crown gun -driven wire staples. 3 staples
per stop.
2.3.8 Finish: Unfinished wood. To be sealed and finished at time of installation.
2.4 Frame Construction:
2.4.1 Type: The frame jambs and head are of 5 1/4" wide by 1 1/4" thick rabbeted (White Pine
or better) fingerjoint wood sections, kerfed (1/8" x 3/8 ") for weatherstrip.
2.4.2 Material: Wood
2.4.3 Construction: Butted corner construction. The head/jamb corners are of butted corner
construction and attached with three (2) 2" long x 3/4" wide gun -driven staples at each
corner.. The jambs and threshold ends are coped to fit at the corners and also attached
with two (2) 2" long x 3/4" wide gun -driven staples at each corner.
2.4.4 Reinforcements:
2.4.4.1 Head Plate: Consists of a 3/8" thick x 5 1/4" wide, 3 -ply BC grade plywood
plate attached to the head with glue and 3/4" staples at 1 1/4" from edge with remainder at
8 3/4" o.c. and to the jamb with three (3) 3/4" staples per jamb.
2.4.5 Threshold: J -R #100 Wood and Aluminum "Moderate Climate" 5 3/4" wide x 1 3/4"
high threshold. Consisting of a 1 3/4" x 3" Douglas Fir wood portion attached to a 2 1/2"
wide x 1/4" high aluminum saddle threshold extending the whole width of the door. This
threshold is attached to the floor slab as specified in Section 4.1.3 below.
2.4.6 Finish: Unfinished wood. To be sealed and finished at time of installation.
2.5 Weatherstrips:
Qt.. Description
2.5.1 One A single strip of vinyl wrapped
foam compression weather seal.
J- shaped Q -Lon QDS -650
2.5.2 One "SiliconSeal" door gasket
Pemko #S88 compression bulb.
1/2" wide x 1/4" thick, nominal
20 durometer, self- adhesive.
Location
Frame head, jambs, astragal and
threshold.
• Top outside edge of each door and
outside vertical edge of active door.
miner II
Florida Lumber Co.
2.6 Hardware:
Q Description
2.6.1 Four 4" x 4" x .085" thick plated steel
(2 w /safety stud or non - removable
per pin mortise hinges.
leaf) Hager model 1843 or
Penrod #MH40AUAC
attached with four #9 x 3/4" FHWS
to the door and three #9 x 3/4" and one
#9 x 2 1/2" FHWS to the frame.
2.6.2 Four 4" x 4" x .085" thick plated steel
(2 regular mortise hinges.
per Hager model 1841 or
leaf) Penrod #MH40AUWS
attached with four #9 x 3/4" FHWS
to the door and three #9 x 3/4" and one
#9 x 2 1/2" FHWS to the frame.
2.6.3 One Passage lock or key lock w /spring latch.
Schlage Lock Co. Model #F 1 ON or
Kwikset Lock Co. Model #200E
One Single cylinder /thumbturn deadbolt lock
'Schlage Lock Co. Model #B160N or
Kwikset Lock Co. Model #660
2.6.5 Two Single surface/thumbtum deadbolt lock
Schlage Lock Co. Model #B 180N or
Kwikset Lock Co. Model #666
2.6.6 Two Concealed 12" extension flush bolts
1/2" diam: 1 1/2" long steel with a 3/4:'
throw, attached to the actuating hardware
by a 0.207" diam. rod threaded at both
2.6.4
2.5.3 One A vinyl wrapped foam compression
self - adhesive pile dust pad.
•
1" wide x 2" high x 3/16" thick
2.5.4 One - Pemko model 4345 AV
Set Aluminum and vinyl rain -drip sweep,
attached with 46 x 5/8" RHSMS at 6" o.c.
ACCEPTANCE No.:
APPROVED
II
DT
Man el Perez, P.E.. Plans
ProduC;ontrol Division
95- 0818.06
: S9 2 0 1995
EXPIRES : S@' 2 0 1998
Lower end of jambs and astragal.
adjacent to each door corner.
Door bottom rail. To be installed
after door is sealed and finished.
Location
Top hinge: 6 3/4" from top of doors.
Bottom hinge: 84" from top of doors.
(At each Active and Inactive leaf.)
2nd hinge: 31 3/4" from top of doors.
3rd hinge: 58 7/8" from top of doors.
(At each Active and Inactive leaf.)
Active leaf - at 36" from bottom of
door.
Active leaf - at 6" above passage
lock.
Active door leaf :
one at 2 3/4" from top of door and
one at 2 3/4" from bottom of door.
Inactive leaf : (astragal)
one at top of door and
one at bottom of door.
iner II
Florida Lumber Co.
2.6.7 Two
2.6.8 One
2.6.9 One
2.6.10 Two
ACCEPTANCE No.:
APPROVED
EXPIRES
•
ends and passing through the pipe sleeve.
Operating hardware is recessed with a
flip -type actuator and attached with four
#8 x 1" FHWS.
Modified M.A.G. Lock Reinforcer (20 -PB)
0.029" thick brass.
Strike 0.050" thick brass
Strike 0.077" thick brass
Strike assembly 0.062" thick brass surface
strike with a concealed 0.120" thick
plated steel reinforcement plate.
•
•
•
95- 0818.06
SE' 2 0 1995
SEP 2 0 1998
Active door leaf :
one at each top and bottom surface
deadbolt.
Inactive door leaf - at passage lock
Frame header - (above inactive door)
at upper concealed flush bolt.
Frame header: one at upper single -
surface deadbolt.
Inactive door leaf: one at single -
cylinder deadbolt.
Hardware shall be as listed in Section 2.6 or an approved equal, holding a current Dade County Product
Control Notice of Acceptance.
There are no strikes at the bottoms of doors. The locks engage holes drilled into the aluminum threshold
and the floor.
Each leaf is fastened to the hinge jamb using four (4) butt hinges.
Grade II and Kwikset locks are Grade III.
2.7 Sealant: The frame intersections, ends of the threshold and all
caulked with Polyseamsea! or DAP adhesive sealant during assemb
3. LIMITATIONS:
3.1 This approval applies to pair of doors and single door unit, with all components described in the
active leaf of this approval, applications only, as shown in Section 10.
3.2 Units with dimensions equal to or smaller than those shown in Section 10 shall qualify under this
approval.
3.3 Installation is limited by the Design Pressure Rating shown in Section 7 of this approval.
3.4 This door system does not comply with the means of egress requirements.
Tested lock grade: Schlage locks are
weatherstrip intersections must be
ly.
4. INSTALLATION:
4.1 Screws and Method of Attachment
4.1.1 Head: #10 x 2 1/2" CP FHWS at 6" from corners and max. 20" o.c.
#10 x 2 1/2" CP FHWS, two (2) thru lock strike plate. (over active leaf)
#8 x 2" CP FHWS two (2) thru exterior bolt strike plate.(over inactive leaf)
4.1.2 Jambs: #10 x 2 1/2" CP FHWS, at 16" from corners and max. 30 "o.c.
49 x 2 1/2" CP FHWS, one (1) through each hinge.
Manu:i Perez, P.E., Plans E. finer II
Product Control Division
Florida Lumber ot ACCEPTANCE No.: 95- 0818.06
APPROVED SEP 2 0 1995
EXPIRES SP 2 n 1998
NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS
4.1.3 Sill:
4.1.3.1 Attach wood portion to floor with:
. #10 x 2 1/2" CP FHWS, one at centerline, one at 12" to each side of centerline
the rest at max. 10" o.c.
4.1.3.2 Attach aluminum portion to floor with:
#10 x 1" CP FHWS, at 2" from corners and max. 10" o.c.
#10 x 2 1/2" CP FHWS, one at 4 1/2" from each side of centerline.
4.2 Attachments of sub -bucks shall be designed by the Architect or Engineer of Records and must be in
compliance with the South Florida Building Code.
4.3 For retrofit installations where the existing buck is less than the required 2" nominal; use concrete
anchors instead of the fasteners above, the same amount and diameter and an appropriate length to go
through the buck and penetrate at least 1 1/4" into the masonry structure.
4.4 Fasteners must have their own Notice of Acceptance and must be made of stainless steel or have
adequate protection against corrosion, per DIN 50018. Aluminum contacting metals not considered
compatible shall be properly protected
5: IDENTIFICATION
5.1 Each door system shall bear a permanent label with the manufacturer's name or logo, city, state and
following statement: "Dade County Product Control Approved ". It shall be located in a visible place
inside the frame jamb.
5.2 The door slab itself shall also bear a permanent label, at the door inside edge. issued by FLBMDA
with the manufacturer's name or logo, city and state.
6. USE
6.1 Application for building permit shall be accompanied by two copies of the following:
6.1.1 This Notice of Acceptance
6.1.2 Completely dimensioned drawing showing size and location, including height above grade
of opening to receive door, mean roof height, length and width of building.
6.1.3 Manufacturer's installation instructions.
6.2 A copy of this approval as well as the manufacturer's installation instructions shall be provided to the
permit applicant by the manufacturer or his distributors and shall be available for inspections at the
jobsite at all time.
6.3 The Building Official shall ensure the adequacy of door to meet the pressure requirement of the
opening in which it is to be installed. •
6.4 The Building Official shall ensure that the door and frame are properly sealed against moisture
penetration.
6.5 The installation of this unit will require a hurricane protective system.
1
Manuel •erez, P.E., Plans Exazrti 'er 11
Product Control Division
Florida Lumber Co.
7. TEST PERFORMED
ACCEPTANCE No.: 95 - 0818.06
APPROVED
EXPIRES
PE
SEP 2 0 1995
SEP201998
ND ION
TEST
AIR INFILTRATION @ 1.57 PSF
SFBC PA 202 -94 ( <0.20 CFM/FT) -
CRL -6158
AIR INFILTRATION @ 6.24 PSF 0.11 CFM/FT'
SFBC PA 202 -94 (<0.37 CFM/FT) CRL -6158
UNIFORM STATIC AIR PRESSURE @Design Load +22.5 PSF
SFBC PA 202 -94 POSITIVE 75 mph (Non- Egress) CRL -6158
UNIFORM STATIC AIR PRESSURE @Design Load
SFBC PA 202 -94 NEGATIVE 75 mph (Non- Egress)
-27.9 PSF
CRL -6158
WATER RESISTANCE (PSF)
SFBC PA 202 -94 75 mph (Non- Egress)
3.38 PSF
CRL -6158
UNIFORM STATIC AIR PRESSURE @Full Test Load
SFBC PA 202 -94 POSITIVE
+72.4 PSF
CRL -6158
UNIFORM STATIC AIR PRESSURE @Full Test Load
SFBC PA 202 -94 NEGATIVE
Design Pressure Rating (Positive)
Design Pressure Rating (Negative)
TEST LOAD
0.00 CFM /FT
DESIGN LOAD
+22.5 PSF
CRL -6158
-27.9 PSF
CRL -6158
+22.5 PSF
CRL -6158
UNIFORM STATIC AIR PRESSURE @Design Load +48.3 PSF
SFBC PA 202 -94 POSITIVE CRL -6158
WATER RESISTANCE (PSF) 7.24 PSF
SFBC PA 202 -94
CRL -6158
+48.3 PSF
CRL -6158
+48
CRL -6158
+48.3 PSF
CRL -6158
FORCED -ENTRY RESISTANCE (FER)
SFBC Section 3603.02 and SFBC PA 202 -94
-89.9 PSF
CRL -6158
SATISFACTORY
CRL -6158
-59.9 PSF
CRL -6158
+48.3 PSF
-59.9 PSF
8. EVIDENCE SUBMITTED
8.1 Tests:
This approval was based on testing performed by Florida Lumber and Building Material
Dealers Association, Inc. (FLAMDA) and approved by the Product Control Section under
approval number 95 -0001.
8.2 Drawing:
8.2.1 Manufacturer's parts and section drawings.
Manuel 'erez. P.E., Plans Ex
Product Control Division
finer II
9. COMPARATIVE ANALYSIS: Not part of this approval. Needs to be submitted under a separate
application for review and approval.
10. TYPICAL ELEVATION:
10.1 Size Schedule:
Florida Lumber Co
C D
A - FRAME
B - LEAF
ACCEPTANCE No.: 95- 0818.06
APPROVED
EXPIRES
•
UNIT SIZES FOR SINGLE & PAIRS OF DOORS
C D
. I
SFP
SEP 2 0 1998
A - FRAME
F3 - EACH LEAF
-? -
Manu• ' - ez, P.E., Plans
Product Control Division
finer II
SIZES
MOST USED FOR SINGLE DOORS
SIZES MOST USED FOR PAIRS OF DOORS
UNIT SIZE
A
8
C
D
GLASS
UNIT SIZE
A
8
C
D
GLASS
3' -0" x 6' -8'
37 -3/4"
36"
81 -1/4"
80'
27" x 66"
6-0" x 6' -8"
75"
36"
81 -1/4"
80"
27' x 66"
2' -8" x 6' -8"
33 -3/4'
32'
81 -1/4"
80'
23" x 66"
5'4" x 6' -8"
67"
32"
81 -1/4"
80"
23' x 66"
2' x 6' -8"
31 -3/4"
30"
81 -1/4"
80'
21" x 66"
5' -0" x 6' -8"
63'
30"
81 -1/4"
80'
21 "x 66"
2' -0" x 6' -8"
25 -3/4'
24"
81 -1/4"
80'
15" x 66"
4' -0" x 6' -8"
51"
24"
81 -1/4"
80"
15" x 66"
3' -0" x 7-0"
37 -3/4"
36"
85 -1/4"
84"
27" x 66'
6' -0" x 7-0"
75"
36"
85 -1/4'
84"
27" x 66"
2' -8" x 7 -0"
33 -3/4'
32"
85 -1/4"
84'
23' x 66'
5'-r x 7-0"
67"
32'1 85 -1 /4'
84"
23" x 66"
2'-6" x 7' -0"
31 - 3/4"
30"
85 -1/4"
84"
21" x 66"
5' -0" x 7-0"
63"
30"
85 -1/4"
84"
21" x 66"
2' -0" x 7-0'
25 -3/4"
24'
85 -1/4"
84"
15" x 66"
4' -0' x 7-0"
51"
24"
85 -1/4"
84"
15" x 66"
3' -0" x 8' -0"
37 -3/4'
36"
97 -1/4'
96"
27" x 80'
6' -0" x 8' -0"
75"
36'
97 -1/4"
96'
2r x 80"
2' -8" x 8' -0"
33 -3/4'
32'
97 -1/4'
96'
23" x 80"
5' -4' x 8' -0'
67"
3I"
97 -1/4"
96'
23" x 80"
2'-6" x 8' -0"
31 -3/4"
30"
97 -1/4"
96"
21" x 80"
5' -0" x 8' -0"
63"
30"
97 -1/4"
96'
21" x 80"
2' -0" x 8' -0"
25 -3/4"
24"
97 -1/4"
96'
15" x 80"
4' -0" x 8' -0"
51"
24"
97 -1/4"
96"
15" x 80"
i
9. COMPARATIVE ANALYSIS: Not part of this approval. Needs to be submitted under a separate
application for review and approval.
10. TYPICAL ELEVATION:
10.1 Size Schedule:
Florida Lumber Co
C D
A - FRAME
B - LEAF
ACCEPTANCE No.: 95- 0818.06
APPROVED
EXPIRES
•
UNIT SIZES FOR SINGLE & PAIRS OF DOORS
C D
. I
SFP
SEP 2 0 1998
A - FRAME
F3 - EACH LEAF
-? -
Manu• ' - ez, P.E., Plans
Product Control Division
finer II
Florida Lumber Co
10.2 Models Included:
1612
•'
2132
1616
2005
ij
1610
2020
ACCEPTANCE No.: 95- 0818.06
APPROVED
EXPIRES
1615
000
2045
2035
a O L
,1 .
SEP 2 0 1995
SEP 2 0 1998
Manu Perez, P.E., Plans Ex
Product Control Division
2038
a0o
- 10
Tudor •1010 Tudor 11 •10.1:
ner II
k'1 rida Lumber Co.
10.3 Horizontal Cross Section:
T
1
Z-- 0650 WEATHERSTRIP
— .1X4 BUTT
HINGE
=2N P. T. BUCK
TEMPERED
GLASS
ACCEPTANCE No.: 95- 0818.06
APPROVED
sEp 2 0 1995
EXPIRES
0650 WEATHERSTRIP —‘
SIC LE CYL
DEAD BOLT i
LCCS
TEMPERED
G Lass
SID I
4I
SEP 2 0 1SSd
•
2X P.T. BUCK
,— J - R =200 OR =300
T- ASTRAGAL
!'
.6 X 2 WOOD -J .
SCREWS A AT — EXTENSION
EACH END FLLSIi BOLT
Manue Perez, P.E., Plans Exan&r II
Product Control Division
TEMPERED
GLASS
ber
10.3 Horizontal Cross Section:
ElECK •
r e- 0650 WEATI I cgs-nu P
- 4 X4 BUTT
HINGE
TENIP FIRED
CLASS
. , •
ACCEPTANCE No.: 95-08 1 8.06
APPROVED
EXPIRES
0650 WEATHERSTRIP
Tu.m PERE:0
LAS':
SIC LE CYL
DEAD BOLT
LOCK
EI
X WOO D
SCREWS ES AT
EACH END
2X P.T. BLCK
SEP 2 1995
SEP 20 1998
- R =200 OR :300
T- ASTRAGAL
1
ISOLT
Manuel Ie.ez, P.E.. Plans Exarlio‘r II
Product Control Division
TEmpERED
ct.Ass
Florida umber Co
10.4 Vertical Cross Section:
PLYWOOD -�
FRAME
Q650 WEATHERSTRIP
SINGLE SURFACE
DEAD BOLT
SINGLE SURFACE DEAF) BOLT
Q650 WEATHERSTRIP
J -R =100 THRESHOLD -\
ACCEPTANCE No.: 95- 0818.06
APPROVED
EXPIRES
DI
2X P.T. BUCK
S88 WEATHERSTRIP
■
.20 LOCK REINFORCER
2, 3/16
3/16"
TEMPERED CLASS 7
FLOOR
Man. - 'erez. P.E., Plans
Product Control Division
SEP 2 0 1995
SEP 2 0 1998
x ::20 LOCK
REINFORCER
.43 SWEEP
miner II
Florida Lumber Co,
EXPIRES
APPROVED : SEP 2 0 1995
SEP 2 0 19 9 8
9. This Acceptance contains pages I, 2(a) through 2(i) and this last page 3.
ACCEPTANCE No.: 95- 0818.06
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: "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 purposes.
6. The Notice of Acceptance number preceded by the words 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 times. The
copies need not be resealed by the engineer.
8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance.
Items 10.11 & 12 listed below only apply to glazed product
10. Unless specifically indicated in the Acceptance (approval), this unit is approved as a single unit installation. For
multiple installation of this unit, a separate Acceptance for mullions is required from the Product Control Section.
11. The spacing of fasteners at window sills shall be as tested. The spacing of fasteners in all other parts of the frame,
shall be as tested, but in no case shall exceed 24" on center. The first fastener shall be located at a maximum of 6"
from each corner and mullion or stile. Fastener shall fully penetrate the buck, which shall be the same size as the one
tested with the unit. No wood or plastic shields or pins shall be used for anchoring. See section four (4) of this
approval for sizes of fasteners used in testing.
12. Hardware for all windows and doors shall conform to Security and Forced Entry Prevention, Chapter 36 of the South
Florida Building Code.
..
Manu ' erez, P.E., Plans E
Product Control Division
iner II