RC-14-161BUILDING
PERMIT APPLICATION
Miami Shores Village
Building Department
10050 N.E.2nd Avenue, Miami Shores, Florida 33138
Tel: (305) 795 -2204 Fax: (305) 756 -8972
INSPECTION LINE PHONE NUMBER: (305) 762 -4949
FBC20 tD
Master Permit No. ZC-- 1" 114- ((0 1
Sub Permit No. 1./Li S� �t 10
j BUILDING
ELECTRIC
ROOFING
REVISION
EXTENSION
RENEWAL
PLUMBING
J MECHANICAL
DPUBLICWORKS
❑ CHANGE
CONTRACTOR
fl CANCELLATION
❑ SHOP
DRAWINGS
JOB ADDRESS: C' /T d:27e.
City: Miami Shores County: Miami Dade Zip:
Folio /Parcel #: Is the Building Historically Designated: Yes NO
Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE:
OWNER: Name (Fee Simple Titleholder): C-72-0S Phone#:
Address: L '''' a;'463-5-74. •
City: h/40 -7/ State: - Zip:
Tenant /Lessee Name: Phone#:
Email:
CONTRACTOR: Company Name: G'/c�. Phone#: - WZ° c:'l°
Address: / %Z :7c me-✓ Z 729°S47-
City: AD/7g '12 State: • Zip:,3 J3 /
Qualifier Name: Phone#:
State Certification or Registration #:C Certificate of Competency #:
DESIGNER: Architect /Engineer: Phone#;
Address: City: State: Zip:
Value of Work for this Permit: $ 4401P Square /Linear Footage of Work:
Type of Work: Er Addition 0 Alteration ❑ New Repair /Replace ❑ Demolition
Description of Work: /6/ /ig-T G,> //l 0.QG. S -
Specify color of color thru tile:
Submittal Fee $ Permit Fee $ CCF $ CO /CC $
Scanning Fee $ Radon Fee $ DBPR $ Bond $
Notary $ Training/Education Fee $ Technology Fee $
Double Fee $ Structural Review $
TOTAL FEE NOW DUE $ R:)(-1 • ij D
Bonding Company's Name (if applicable)
Bonding Company's Address
City State Zip
Mortgage Lender's Name (if applicable) was T ��
Mortgage Lender's Address
City State
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has
commenced prior to the issuance of a permit and that all work will be performed to meet the (standards of all laws regulating
construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS,
WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC
OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all
applicable laws regulating construction and zoning.
"WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE O COMMENCEMENT MAY
RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR P OPERTY. IF YOU INTEND
TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTO NEY BEFORE RECORDING
YOUR NOTICE OF COMMENCEMENT."
Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must
promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person
whose property is subject to attachment. Also, a certified copy of the recorded notice of commen e•� : �' . be posted at the job site
for the first inspection which occurs seven (7) days after the building permit is issued. In a of uch posted notice, the
inspection will not be approved and a reinspection fee will be charged.
Signature ! Signature
g g - - - --
wner or Agent
The foregoing instr men
,D -eday of t' / 1,1
persona y
was acknowledge
201 by
e or who has prod
Z. II
NOTARY P
Sign:
Print:
before
this
ced
. PAMCARELLA
x•:,,t ;,• #FF01862:
RES: May 28, 2017
Tin Notary PublicUnderw
•
•
4R7I1 'II'
oath.
My Commission Expires:
r7
The for
day of
ho is pers
20
or
as acpp��nowledged before me
byllc�/ G .
ally known to me or
as i
NOTARY PUB
ent
Sign:
Print:
My Commission Expir
ho has produced
fication and who did take an oath.
s:
May 2017
ES: 28,
* * * * * * * * * * * * * * * * * * * * * * * * * * * ** ************************************************ * ** * * * * * * * * * * * * * * * * * * * * * * * * * **
Plans Examiner Zoning
APPROVED BY
70
Structural Review Clerk
(Revised02 /24 /2014)(Revised 5 /2 /2012)(Revised 3/12/2012) )(Revised 06 /10 /2009)(Revised 3 /15 /09)(Revised 7/10/2007),
AM 0 8 .a:f
DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY
AFFAIRS (PERA)
BOARD AND CODE ADMINISTRATION DIVISION
NOTICE OF ACCEPTANCE (NOA)
Lawson Industries, Inc.
8501 NW 90 Street
Medley, FL 33166
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction
materials. The documentation submitted has been reviewed and accepted by Miami-Dade County PERA -
Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority
Having Jurisdiction (AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami Dade County Product Control
Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right
to have this product or material tested for quality assurance proposes. If this product or material fails to
perform in the accepted manner, the manufacturer will incur the expense of such testing and the AIM may
immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA
reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control
Section that this product or material fails to meet the requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building
Code, including the High Velocity Hurricane Zone.
DESCRIPTION: Series KSII-7700 (Flange Frame)" Aluminum Single Hung Window - L.M.I.
APPROVAL DOCUMENT: Drawing No. L7700 -0901, titled "Series -7700 Single Hung Flange Frame
Impact Window", sheets 1 through 5 of 5, dated 05/27/09 with revision A dated 01/20/12, prepared by
manufacturer, signed and sealed by Thomas J. Sotos, P. E, bearing the Miami --Dade County Product Control
Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County
Product Control Section.
MISSILE IMPACT RATING: Large Missile Impact Resistant
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state,
model /series, and following statement " Miami -Dade County Product Control Approved ", unless otherwise
noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been
no change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change
in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement
of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure
to comply with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and
followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is
displayed, then it shall be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its
distributors and shall be available for inspection at the job site at the request of the Building Official.
This NOA revises NOA # 11-0705.09 and consists of this page 1 and evidence pages B-1 and E-2, as well
as approval document mentioned above.
The submitted documentation was reviewed by Manuel Perez, P.E.
MIAMI -DADE COUNTY
PRODUCT CONTROL SECTION
11805 SW 26 Street Room 208
Miami, Florida 33175 -2474
T (786) 315 -2590 F (786) 315 -2599
wwr mlamidatista
"t- r1,2',l1t Tll/
APPROVEDi
NOA No. 12- 0127.16
Expiration Date: December 27, 2016
Approval Date: March 29, 2012
Page 1
Lawson Industries. Inc.,
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
2. Drawing No L7700 -0901, titled "Serie -7700 Single Hung Flange Frame Impact
Window", sheets 1 through 5 of 5, dated 05/27 /09 with revision A dated 01/20/12,
prepared by manufacturer, signed and sealed by Thomas J. Sotos, P. E.
B. TESTS
I. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201 -94
2) Cyclic Wind Pressure Loading per FBC, TAS 203-94
3) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94
along with marked -up drawings and installation diagram of aluminum single hung
window; prepared by Hurricane Engineering & Testing Inc., Test Reports No.'s
HETI-09 -2530A and HETI- 09- 2530B, dated 03/02/09, all signed and sealed by
Candido F. Font, P. E.
(Subtnitted under previous NOA No. 09- 0706. 09)
2. Test reports on: 1) Large Missile impact Test per FBC, TAS 201 -94
2) Cyclic Wind Pressure Loading per FBC, TAS 203-94
3) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94
along with marked -up drawings and installation diagram of aluminum single hung .
window, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s
HETI-08 -2003 C, HETI -08 -2004 A, HETI-08-2060 A, HETI -O8 --2060 B,
HETI -08 - --2061 A, HETI -08 -2061 B, HETI-08 -2062 A, HETI -08 -2062 B,
IWTI- 08-- 2063A, HETI- O8-- 2063B, HETI- 08 -2064A and HETI-08- 2064B,
dated 03/15/08, all signed and sealed by Candido F. Font, P. E.
(Submitted under previous NOA No. 08- 0825.17]
3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94
2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94
3) Water Resistance Test, per FBC, TAS 202-94
4) Large Missile Impact Test per FBC, TAS 201 -94
5) Cyclic Wind Pressure Loading per FBC, TAS 203-94
6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94
along with marked -up drawings and installation diagram of aluminum single hung
window; prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s
FTL-2987 and FTL -2986, dated 04/03/01 and 03/27 /01, all signed and sealed by
Luis Antonio Figueredo, P. E.
(Submitted under previous NOA No. 06- 0406.08)
Manuel
Product Control er
NOA No. 1 1 127.16
Expiration Date: December 27, 2016
Approval Date: March 29, 2012
E -1
Lawson Industries. Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
C. CALCULATIONS:
1. Anchor verification calculations and structural analysis, complying with FBC-2007,
prepared by Lawson Industries, Inc., dated 05/28/09, revised on 01/18/10, signed and
sealed by Thomas 3. Sotos, P. E.
2. Glazing complies with ASTM E1300- 02/04.
D. QUALITY ASSURANCE
1. Miami Dade Department of Permitting, Environment, and Regulatory Affairs (PERA).
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 11 -0624.02 issued to E.L DuPont DeNemours & Co., Inc.
for their "DuPont SentryGh a® Interlayer" dated 08/25/11, expiring on 01/14/17.
2. Notice of Acceptance No. 11-0624.01 issued to E.I. DuPont DeNemours & Co., Inc.
for their "DuPont Butacite® PVB Interlayer" dated 09 /08/11, expiring on 12/1 1 /16.
3. Notice of Acceptance No. 11 -0325.05 issued to Solutia, Inc. for their "Saflex and
Vanceva clear and color interlayers" dated 05/05/11, expiring on 05/21/16
F. STATEMENTS
1. Statement letter of conformance, complying with FBC -2010, dated January 25, 2012,
signed and sealed by Thomas J. Sotos, P.E.
2. Statement letter of no financial interest, dated May 28, 2009, signed and sealed by
Thomas J. Sotos, P. E. (Submitted under previous NOA No.11- 0705.09)
3. Laboratory compliance letter for Test Reports No. HETI-09-2530 A and HETI -09 -
2530B, issued by Hurricane Engineering & Testing, Inc., dated 03/02/09, all signed
and sealed by Candido F. Font, P. E.(Submitted under NOA No. 09- 0706.09)
4. Laboratory compliance letter for Test Reports No. HETI -08 --2003 C, HETI -08-
2004 A, HETI -0S -2060 A, SET1-08 -2060 B, WTI-08 -2061 A, ETI- 08-2061 B,
HETI -08 -2062 A, HETI -08 --2062 B, HETI-- 08- 2063A, IIETI- 08- 2063B, HETI-
08 -2064A and NETI- 08- 2064B, issued by Hurricane Engineering & Testing, Inc.,
dated 03/15/08, all signed and sealed by Candido F. Font, P. E.
(Submitted under previous NOA No. 08-0825.17)
5. Laboratory compliance letter for Test Reports No. FTL -2987 and FM- -2986, issued
by Fenestration Testing Laboratory, Inc., dated April 03 and March 27, 2001, all
signed and sealed by Luis Antonio Figueredo, P. E.
(Submitted wader previous NOA No. 06- 0406.08)
G. OTHERS
1. Notice of Acceptance No. 11-0705.09, issued to Lawson Industries, Inc. for their .
Series "SH -7700 Flange" Aluminum Single Hung Window -- LM.I., approved on
08/18/11 and expiring on 12/27/16.
E -2
t
Man ^ P . .E.
Product Control xa 1, or
NOA No. 12-0127.16
Expiration Date: December 27, 2016
Approval Date: March 29, 2012
INSTALLATION ANCHORS.
CA) 4 MAX, AT FRAME HEAL
CB) NW PER FRAME SILL
(C) FRAME JA4RS <SEE SHEET N4)
413'
dINDO4! FLANCIE FRAME v111Tk
13 3 /4' j+
MAX. O.C.
,.(MAX. —TYP. 0
At,L" .CONNERS)
K1 1/4'
MAX. ABOVE
mECTtNG !YA1LS
6• MEETING
RAWL,
7/B'
MAX. BELOW
MEETINC RAILS..
EXT..& INT_ FALSE COLONIAL
MUNTINS ARE APPLIED W/'
wJ SILICONE AND APE
AVAILABLE AS OPTIONAL
General Notes:
4 7.000'
VINDON BUCK VIDTH
4�#" x 78" EQUAL LITE ELEVATION
,' INCLUDES UN— EQUAL. LITE AND RADIUS HEAD
(LIMITED TO LOADS ON SHEET 4 OF 5)
INSTALLATION ANCHlaGS -
LA) 4 MAX. AT FRAME HEAD
((B) NINE PER FRAME SILL
(C) FRAME JAMBS (SEE SHEET N4)
93.kT5`
WINDOW FLANGE FRAME w1DTH
10 15/ }
.. kMAX. A
INSTALLATION ANCHORS.--- -
tA) 4 MAX. AT FRAME HEAD
CH) NONE PER FRAME SILL
<C) FRAME JAMBS (SEE SHEET 44)
53.125
Id 'NNW FLANGE FRAME WI
13 3/4' F.-
MAX. O.C.
t�Ax_d "fl[P
ALL CUR14E
10 3/15'
M AlL
AT
6' MEETING
RAILS_
1 /2•
MAX. BELOW
MEETING RAILS
52.125'
WINDCIV SUCK WIDTH
UN —EQUAL LITE RADIUS ELEVATION
(LIMITED TO LOADS ON SHEET 4 OF 5)
ALL CORNERS)
°7 3/Be
Xit f MAx. AstIvt
`1“$4*
MET; r Il% RAIL
/-
y 211 � G' WESTING
h f &AILS`
5' g x ID 3/4'
x }rt,Ci1NG RAIL.?
1 _
6.MAX.
1
EXT. & INT. FALSE COLONIAL
MUNTINS ARE APPLIED W/
W/ SILICONE AND ARE
AVAILABLE AS OPTIONAL..
52.125' ----
vINDOw BUCK WIDTH
UN—EQUAL LITE Er :VATION
(LIMITED TO LOADS ON SHEET 4 OF B)
SERIES -7700 SINGLE HUNG IMPACT WINDOW — FLANGE FRAME
1.) THIS WINDOW SYSTEM IS DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS
OF THE 2010 FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE
VELOCITY (HVHZ) AND ASTM 1300 -02. THIS PRODUCT IS IMPACT RESISTANT.
(SHUTTERS NOT REQUIRED)
2.) WOOD BUCKS SHALL BE INSTALLED AND ANCHORED SO THAT THE BUILDING
RESISTS THE SUPERIMPOSED LOADS IN ACCORDANCE WITH THE REQUIRE1.SENTS
OF 2010 F.H.C. & TO BE REVIEWED BY BUILDING OFFICIAL.
ANCHORS SHOWN ABOVE ARE AS PER TEST UNITS. ANCHORS ON ALL WINDOW SIZES
ARE NOT TO EXCEED THESE MAXIMUM SPACINGS ON CENTER (0.0.) AND AS TABULATED
ON SHEET 4.
4.) ANCHOR CONDITIONS NOT DESCRIBED IN THESE DRAWING'S ARE TO BE
ENGINEERED ON A SITE SPECIFIC BASIS, UNDER SEPARATE APPROVAL AND
TO BE REVIEWED BY BUILDING OFFICIAL.
5.) WINDOWS ARE QUALIFIED FOR USE WITH SINGLE GLAZE LAMINATED GLASS
TYPES TABULA'T'ED HEREIN (SEE SHEET #3), AND FOR USE WITH DOUBLE GLAZE
LAMINATED INSULATED GLASS TYPES TABULATED HEREIN (SEE SHEET #3).
6.) SEE SHEET 3 FOR LOCK DETAILS & OPTIONS.
7.) SEE SHEET 4 FOR DESIGN PRESSURES AND GLASS TYPES.
8.) FOR OPTIONAL FRAME INSTALLATION DETAILS SEE SHEET 3.
9.) EXT. & INT. FALSE COLONIAL MUNTINS ARE OPTIONAL & AND ARE APPLIED W/ SILICONE
10.) WOOD BUCKS IN CONTACT WITH CONCRETE MUST BE PRESSURE TREATED AND ANCHORED
(BY OTHERS). PRIOR TO WINDOW INSTALLATION. (SEE SHEET #2 FOR DETAIL & NOTES)
WOOD BUCKS TO BE ANCHORED IN COMPLIANCE WITH THE 20I0 FBC CHAPTER 24,
SECTION 11.3.3.3.
11.) APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE :.,ULLED UNITS.
12.) MULLING SINGLE HUNG WINDOWS WITH OTHER TYPES OF MIAMI—DADE COUNTY APPROVED
WINDOWS USING A MIAMI —DADE COUNTY APPROVED MULLION IN BETWEEN ARE ACCEPTABLE
BUT THE LOWER DESIGN PRESSURE FROM THE WINDOWS OR MULLION APPROVAL WILL APPLY
TO THE ENTIRE MULLED SYSTEM.
13.) SEE SHEET # 3 FOR MULLION /METAL ATTACHMENT DETAILS & OPTIONS.
14.) ALL METAL/STEEL IN CONTACT WITH ALUMINUM OR OTHER DISSIMILAR MATERIALS TO BE
PAINTED OR PLATED AND SHALL MEET SECTION 2003.8.4 OF THE 2010 FLORIDA BLDG. CODE.
.)
INSTALLATION ANCHORS,
(A) •4. MAX, AT FRAME HEAD
(H) NONE PER FRAME SILL
(C) MAKE JAMBS <SEE SHEET N4)
53.125•
V1N17OIW FLANGE FRAME WIDTH
13 4'
MAX. 3/0.C.
9 5!8'
AX. A
it
tic
ii:
•
EXT..& INT_ FALSE COLONIAL
MUNTINS ARE APPLIED W/'
wJ SILICONE AND APE
AVAILABLE AS OPTIONAL
General Notes:
4 7.000'
VINDON BUCK VIDTH
4�#" x 78" EQUAL LITE ELEVATION
,' INCLUDES UN— EQUAL. LITE AND RADIUS HEAD
(LIMITED TO LOADS ON SHEET 4 OF 5)
INSTALLATION ANCHlaGS -
LA) 4 MAX. AT FRAME HEAD
((B) NINE PER FRAME SILL
(C) FRAME JAMBS (SEE SHEET N4)
93.kT5`
WINDOW FLANGE FRAME w1DTH
10 15/ }
.. kMAX. A
INSTALLATION ANCHORS.--- -
tA) 4 MAX. AT FRAME HEAD
CH) NONE PER FRAME SILL
<C) FRAME JAMBS (SEE SHEET 44)
53.125
Id 'NNW FLANGE FRAME WI
13 3/4' F.-
MAX. O.C.
t�Ax_d "fl[P
ALL CUR14E
10 3/15'
M AlL
AT
6' MEETING
RAILS_
1 /2•
MAX. BELOW
MEETING RAILS
52.125'
WINDCIV SUCK WIDTH
UN —EQUAL LITE RADIUS ELEVATION
(LIMITED TO LOADS ON SHEET 4 OF 5)
ALL CORNERS)
°7 3/Be
Xit f MAx. AstIvt
`1“$4*
MET; r Il% RAIL
/-
y 211 � G' WESTING
h f &AILS`
5' g x ID 3/4'
x }rt,Ci1NG RAIL.?
1 _
6.MAX.
1
EXT. & INT. FALSE COLONIAL
MUNTINS ARE APPLIED W/
W/ SILICONE AND ARE
AVAILABLE AS OPTIONAL..
52.125' ----
vINDOw BUCK WIDTH
UN—EQUAL LITE Er :VATION
(LIMITED TO LOADS ON SHEET 4 OF B)
SERIES -7700 SINGLE HUNG IMPACT WINDOW — FLANGE FRAME
1.) THIS WINDOW SYSTEM IS DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS
OF THE 2010 FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE
VELOCITY (HVHZ) AND ASTM 1300 -02. THIS PRODUCT IS IMPACT RESISTANT.
(SHUTTERS NOT REQUIRED)
2.) WOOD BUCKS SHALL BE INSTALLED AND ANCHORED SO THAT THE BUILDING
RESISTS THE SUPERIMPOSED LOADS IN ACCORDANCE WITH THE REQUIRE1.SENTS
OF 2010 F.H.C. & TO BE REVIEWED BY BUILDING OFFICIAL.
ANCHORS SHOWN ABOVE ARE AS PER TEST UNITS. ANCHORS ON ALL WINDOW SIZES
ARE NOT TO EXCEED THESE MAXIMUM SPACINGS ON CENTER (0.0.) AND AS TABULATED
ON SHEET 4.
4.) ANCHOR CONDITIONS NOT DESCRIBED IN THESE DRAWING'S ARE TO BE
ENGINEERED ON A SITE SPECIFIC BASIS, UNDER SEPARATE APPROVAL AND
TO BE REVIEWED BY BUILDING OFFICIAL.
5.) WINDOWS ARE QUALIFIED FOR USE WITH SINGLE GLAZE LAMINATED GLASS
TYPES TABULA'T'ED HEREIN (SEE SHEET #3), AND FOR USE WITH DOUBLE GLAZE
LAMINATED INSULATED GLASS TYPES TABULATED HEREIN (SEE SHEET #3).
6.) SEE SHEET 3 FOR LOCK DETAILS & OPTIONS.
7.) SEE SHEET 4 FOR DESIGN PRESSURES AND GLASS TYPES.
8.) FOR OPTIONAL FRAME INSTALLATION DETAILS SEE SHEET 3.
9.) EXT. & INT. FALSE COLONIAL MUNTINS ARE OPTIONAL & AND ARE APPLIED W/ SILICONE
10.) WOOD BUCKS IN CONTACT WITH CONCRETE MUST BE PRESSURE TREATED AND ANCHORED
(BY OTHERS). PRIOR TO WINDOW INSTALLATION. (SEE SHEET #2 FOR DETAIL & NOTES)
WOOD BUCKS TO BE ANCHORED IN COMPLIANCE WITH THE 20I0 FBC CHAPTER 24,
SECTION 11.3.3.3.
11.) APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE :.,ULLED UNITS.
12.) MULLING SINGLE HUNG WINDOWS WITH OTHER TYPES OF MIAMI—DADE COUNTY APPROVED
WINDOWS USING A MIAMI —DADE COUNTY APPROVED MULLION IN BETWEEN ARE ACCEPTABLE
BUT THE LOWER DESIGN PRESSURE FROM THE WINDOWS OR MULLION APPROVAL WILL APPLY
TO THE ENTIRE MULLED SYSTEM.
13.) SEE SHEET # 3 FOR MULLION /METAL ATTACHMENT DETAILS & OPTIONS.
14.) ALL METAL/STEEL IN CONTACT WITH ALUMINUM OR OTHER DISSIMILAR MATERIALS TO BE
PAINTED OR PLATED AND SHALL MEET SECTION 2003.8.4 OF THE 2010 FLORIDA BLDG. CODE.
.)
INSTALLATION ANCHORS,
(A) •4. MAX, AT FRAME HEAD
(H) NONE PER FRAME SILL
(C) MAKE JAMBS <SEE SHEET N4)
53.125•
V1N17OIW FLANGE FRAME WIDTH
13 4'
MAX. 3/0.C.
9 5!8'
AX. A
M0>k D.LQ. 4Vi 1h
+'�48 11 %i10,
u s' n 0
„ „
n „ N
r
9 I /4'
MAX. BELOW
MEETING RAILS
}
11
GI
EXT. 3. INT. FALSE' COLONIAL — -. /
MUMTINS ARE APPLIED W
V/ SILICONE AND ARE
AVAILABLE AS OPTIONAL.
52.125'
WINDOW BUCK WIDTH
EQUAL LITE ELEVATION
(LIMITED TO LOADS ON SHEET 4 OF 5)
PRODUCT REVISED
as Ca+raplyill5 with the Florida
I314i141uTB Coda
Accppianee Ns 1; 0 $ `
Expiration Data t /fl
By
Mu
it
tic
ii:
M0>k D.LQ. 4Vi 1h
+'�48 11 %i10,
u s' n 0
„ „
n „ N
r
9 I /4'
MAX. BELOW
MEETING RAILS
}
11
GI
EXT. 3. INT. FALSE' COLONIAL — -. /
MUMTINS ARE APPLIED W
V/ SILICONE AND ARE
AVAILABLE AS OPTIONAL.
52.125'
WINDOW BUCK WIDTH
EQUAL LITE ELEVATION
(LIMITED TO LOADS ON SHEET 4 OF 5)
PRODUCT REVISED
as Ca+raplyill5 with the Florida
I314i141uTB Coda
Accppianee Ns 1; 0 $ `
Expiration Data t /fl
By
Mu
1/4 TAPCON W/ 1 1/4°
MIN. EMDEDHENT INin CONC.
(SEE ELEVATION AT SHEET Al
FOR MAX. FASTENER SPACIND
FILL vow BUCKS ENGINEERED SEPARAIELy
1. TO DE REVIEWED 13Y 131.X. orrIciAL (TYP.,
- P.T wOrID BUCK NOT Br LA/SON IND.
MuST SUSTAIN IMPOSED LOADS
1 1/0° mIN.
Ear DI A
1t14 S.M.S. W/ 1/4°
MIN. EMBEDMENT INTO WOOD
cSEE ELEvATTGN AT SHEET tti
k [JR mAx. EASTLNER SPACING)
-LAN NATED GLASS
-PT, WOOD BUCKS
SILICONE ADHESIVE
BEDDING COMPOUND
• °.
. : I 'pi°
A EM.RED14 N r
•
'0 4
INTERIOR
1/4 TAPCEN .1/ 1 1/4',
MLN. emBEDmENT INTO CONC.
CSEE ELEVATION AT SHEET 111
FOR MAX. PASTENER sPACING>
4
z
EXTERIOR GRADE-
PERNETER iAULK1NC
4.0Its
°
••••
EmrsErawiEswa) i.zratment=1-74TE
1 I/O° 41N
EDGE DISTANCE
SIL (CNC ApHESIvE
BEDDING comPouND
EXT. CRADE
CAULK-
EXTERIOR
EXTERIOR GRADE
PERIMETER CAULKING
LAMINATED GLASS
wiNpow FAME Vflfli
1° MIN,
D1sTANC
INTERIOR
1114 SM.S. W/ I./4°
MIN. EMBEDMENT INTO WOOD
(SEE ELEVATION AT SHEET PI
FIR MAX FASTENER SPACING?
1- MIN.
DISTA
EXTERIOR
EXT, GRADE
CAULK
EXT, GRADE
CAULK --
NINDOW INSTALLATION NO ES:
1. THE WINDOw FRAME FLANGE TO BE DAC X -DUDE D V/ AN EXT,
GRADE CAULK THROUGHOUT THE ENT IRE PERIMETER CE FLANGE:
BY WINDOW INSTALLER (TYP.)
THE EXPOSED EXT. PERImETCR OF THE WINDOW FRAME TO
BE SEALED W./ AN APPROVED EXTEPIUR GRADE CAuLK
BY OTHERS (T.-/P)
WHEN THE GAP BETWEEN THE WINDOW FRAME AND THE BUCK OR
MASONRY IS LESS THAN 1/8, SHIMS ARE NOT REQUIRED.
ANCEPUILINTE;
ANCHORS TO BE tt12 SMS OR \D. SCREWS INTO WOOD, OR
TAPCONS or APPROVED CONC, FASTENERS INTO CONC.,
WITH A MINIMUM IF I 1/4' PENETRATION INTO WOOD OR
CONC. (REFER TO LOAD TABLES AT SHEET 4 OF 5 FOR
QUANTITIES REQUIRED)
EXTERIOR GRADE-
PERINETER CALILKING
I/4' MAX.
r- SHIM
TYP
4
• •
4^
4.
• . • 4 .1.• :4,
..*4 •
*
PRODUCT REVISED
as complying with the Phrtide
Building Code
Acceptance -.
Izution Date
EXT, GRADE
CAULK--
1 BY OR a or
%%MOB BUCK
'SILICONE OPT IONS*,
caw coRNING 695
SCHNEE-WACHS/0 5731
TREACO SPEcIRLA
414 S.M.S. V/ I 1/4 ° -
MIN. EMBEDMENT INTO WOOD.
cSEU ELEVATION AT SHEET El
rog I4AX. FASTENER SPACING)
INTERIOR FINIS**
NOT VSON INDLISTRICS, INC.
OEM"
GLAZING 0EPTi-F
t
__Ct.:" •
EXT. GRADE BACK DEMING
71:1 TIE APPLIED REHM;
NIIIRDEW FRAME FLAW HY
INSTALLER (It P.)
CUSS DXSCRIPTIEDi
AMi4LCL1 GLASS
INTERLAUR
SAFLEx/KEEPSAFE
SOLO IA-
laATHERPRLICIF
mOsSTuRE DARRIE
BY OTHER 4TyP
INATErg-TrearfroWNITION
CLASS DESCRIPTION
In' ANNEALED GLASS
0058' PLASTIC INTERLAYER
1,6' ANNEALED GLASS
11.'"4*.F. •
.341t
[1..AKOIsTa DESCRIPTION
EXTERIOR
1. BOTH EXTRUDED ALUMINUM AND PLASTIC LIFT HANDLE
POCKS ARE QUALIFIED FOR USE ON ALL WINDOWS.
Z. BOTH ME CAST AND NYLON CAM LOCKS ARE QUALIFIED
FOR USE ON ALL WINDOWS,
3. TWO (2) LOCKS ARE REQUIRE) PER EACEI VENT.
-
ate. conatr REsote TER
cai..rotist NOT WI
'LAWSON INDUrRIEr.
TO BE APPLIED Y OTHErn
(TvP.
R NINE Ai.E GLASS
3890" PLASTIC INTERLAYER
LAIIINATR 1)66cRIPP1a
SUTACITE PV
sy, 'WPM! r•
STUCCO tivEli ACT!. LATH NAILED SO
EXTERIOR GRADE PLYwCOD SHEATHING
TL BE SPECIFIED BY ARCHITECT OS Ot.
cEXTERIIIR FINISH BY OTHERS)
NETT BY LAw911N INDuSTRIES, INC,
MOD mid VJESTA LanaLiaTAtie
NAT G #
GLOB DERCRIP ION
I 1/0* HEAT -STRENGHTENED GLASS
2 CspAr PLASTIC INTERLAyER
HGAT-sTRERC.tHTENED GLASS
DETAIL
LAMINATE DESCRIPTION
ALUMINUM NUL tON
MULLION APPROVALS FOR
MULLION TYPE, SIZE AND NM.
DESIGN PRESSURE LIMITATIONS.
(ALUM. 0.078" MIN. THICK)
NOTE: THE LOWER PRESSURES OF SINGLE
HUNG WINDOW OR MULL SHALL GOVERN
INTERIOR
X 3i4"
FLAT HEAD, PI-nu en.
(sec ELEVATION AND
DP TA2LES FO QUANTITY
AIND FASTENER SPACING)
CE MULLION APPROvALS FOR
MULLION TYPE, sizr, AND. MAX.
DESIGN PRESSURE LIMITATIONS.
INTERIOR
1/4- MAX.
SHIM
# 12 S.D.S. X 1 T/4" L
SEE ELEV. FOR SRACM
" ILICOND OPTIONS,.
DEW CORNING 899
SCHNEE-1406EHEAD 5731
**EPIC° SPECTRUN
NOTE: THE LOWER PRESSURES or SINGLE
HUNG WfNIX/W OR MULL SHALL GOVERN
.,ortso7aull
EL
GLAZING DEPTH
ITEM CLAES DESCRIPTION
1 I/II• NEAT-STRENONTENED ASS
2 D490 PLASTIC urtaLmER
3 air HCAT-SIBENNTENED 01..ASS
4 I/4 INSULATED AIR SPACE
5 Lea* ANNEALED GLASS
LABITHATS DESCRIPTION
74:4_
)4110 isurrirsmea,
RE.EitaEP-3:2
411 0
4 LA r D NV - *T-4
014116 DESCRIPTION
i/e, ANNEALED' GLASS
.1/4•
EXTERIOR
PERINIEIE
SEALANT EXTERIOR
NOTE:
1. ALL STEEL R CONTACT WITH
AWM. TO BE PAINTED OR PLATED.
2. METAL STRUCTURES:
A) STEEL Fy := 36 KV MIN,
(STEEL 18 GA., MIN. THICK - 0.048)
8) ALUMINUM : 6063-T5 MIN.
(ALUM. 0.078" MIN. THICK)
LAMINATE D11WTO�
SAW PLASTic INTERLAyEA,
112' ANNEALED GLASS.
1/4' INSULATED AIR SPACE
1,9, ANNEALED GLASS
sAFLEX PVB
•SOLUttA•
PRODUCT RBVISF-13
as sompiying with dies Plorkta
Buildits Code
Actelptanoeislo
rispintlion Mao
GLAZING DETAILS AND OPTIONS
D S /t5N LOAD CAPA GITY :PSP; VIEW WINDOWS WI 3N VENTS
W INDOW
WIDTH HEIGHT
19.125
26.5
37
42
48
.125
50.625
50.625
50.625
50.625
50.625
50.625
J a rol
Anchors
Glass Type
6
80.0
80.0
80.0
80,0
80.0
80.0
Glass Type
8
80.0
80.0
80,0
80,0
60.0
80.0
WINDOW
WIDTH tigidHT
19.125
26.5-
7
DESIGN LOAD CAPAC1 (no- EQUAL UTE WINDOWS
Jamb
Anchors
Glass Type
2
19.125
26.5
37
42
48
53.125
19.125
59
59
59
59
59
60.0
60.0--
60.0
80.0
80,0
80.0
80,0
80.0
60.0
80.0
60.0
80,0
80.0
80.0
80,0
80.0
80.0
80.0
80.0
80.0
80.0
80,0
80.0
80.0
80.0
80.0
53.125
80.0
80,0
80.0
80.0
80.0
80,0
Glass Type
3
Glass Type
5
19.125
48
53.125
38,375
38,375
38.375
36.375
36.375
38.375
80,0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80,0
80.0
80.0
80.0
60.0
80.0
60,0
80.0
80.0
80.0
80.0
Glass Type
e
80.0
60.0
.80.0
80.0
60.0
800
80.0
00,0
19.125 50.625
26.5 50.625
37 50.625
42 50.625
40 50.625
53.125
19.125
26.5
37
42
74.25
74.25
74.25
74.25
60.0
60.0
60.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
50.625
19.125 59
26.5 59
80.0
80.0
80.0
80.0
80.0
30.0
80.0
80.0
800
80.0
80.0
80.0
80,0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
19.125
26.5
37
60.0
60.0
60.0
59.0
80.0
80.0
80.0
79.0
30,0
80.0
7 9.0
53.1
SIGN LOAD CAPACITY (PSF) VI W WINDOWS W; 4H VENTS
WINDOW
WIDTH
19.125
26.5
HEIGHT
59
59
59
Jamb
Anchors
+1 - Pressures (p
Glass Type Glass Type Glass Type
4 6..L 6
60.0 1 80.0 80.0
80.0 1 80.0
80.0
•
19.125
26.5
37
42
80.0
80.0
80:0
80,0
80.0
80.0
80.0
80.0
80.0
80,0
.0
800
80,0
80.0
80.0
80.0
80,0
80.0
60.0
60.0
60.0
80.0
. 80:r].r
80,0 •
80.0
80.0
80.0
80.0
80.0
80,0
80.0
60.0
60.0
60.0
60.0
80,0
80.0
80.0
19.125
74.25
80.0
60.0
80.0
19.125
80.0
80.0
60.0
80.0
80.0
19.125
74.25
60.0
74.25
74.25
74.25
80.0
80.0
80.0
APPROVED
CONFIGURATIONS
UN-EQUAL Lin
71.0
71.0
19.125
60.0
60.0
60.0
60.0
59.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
79.0
80.0
80.0
79.0
Sy
Miami
APPROVED J1Ak larE
FRAME HEAD
L-7701.
FIXED MEETING RAIL
L-7704
094
96,1
®-T
.5C0 r°6e
( )
FRAVF, TQp 22;)RNER
FRAME SILL
L-7702
( ALUMINUM ;
FRAME? JAM
Egpsg_alLe
—1.441---
PART it
L 7801
L- 7802
7803
L -7704
L -7705
L -7706
L-7707
BILL OP MATERIAL,
REQD. DESCRIPT/ONT
F1 FRAME HEAD
1 FIN FRAME S11.1
2 FT FRAME JAMB
FRAmE F XE D MEET [NG RAI
1 VENT WET (' TOP) RAIL
1 VENT BOTTOM (LATCH) RAI
2 vENT JANO 4 SI DE) RAIL
AS RECI'D. GLAZING , ICA1 < 3/a* )
AE REPT, FRAME ASSEMBLY SCREWS
AS REQD. INSTALLATION SCREWS
AS REO'D BUL B VINYL VITS'F'
P\00 3 AS REVD. FIN SEAL WtA THERSTRIP
PWS-0051AS KC' D. FIN SEAL WEATHERSTRIP
P-009 A. RET D. FIN SEAL WEATHERSTRIP
HC 2 SELF ADHESIVE PILE PAD
L-7711 AS RED' GLf4ZING BEAD/ INSULATED
L-4204 AS REIT D, GLAZING BEAD - RADIUS
L-7 723 SASH BALANCE CAM/GUIDE
L-7725 2 RIGID VINYL SASH STOP
L-7727 BLOCK 1. TACKLE BALANCE
L-7539 2 VENT LIFT LATCH
L - 7 7519
FS-006
FS-040
L-7531
.500—
P.712
VENT INTERLOCK RAIL
L-7705
0 ( 0033-1 t autortum )
VENT BOTTOM RAIL
L-7706
® g NM-To ALIMINUM )
.162
GLAZING BEAD
L-7708
VENT JAMB RAIL
I,— '7 707
( 0003-TO ALUk1l1101
GLAZING BEAD
1-4204
( 6061-T3 ALUMINUM
66
Ji JW1 Dat
FRAME BOTTOM CORNER
VENT TgP CORNER
vig TOP FV..1t,
VZNT r 014 RAlk
Yi:NT BOT TOM c raeliC-E
18
19
22
23
24
L-7523 1X LATCH VENT LATCH SPRING
AS RECI'D CILAZING SILICONE
Laminated Gloss
HC-057-1 VENT LIFT LATCH
HC-058-1
REMARKS
6063-T6 ALUMINUM
6D63-T6 ALUMINUM
6063-T6 ALUMINIUM
6063-T6 ALUMINUM
6063-T6 ALUMINUM
6063-T6 ALUMINUM
6063-T6 ALUMINUM
6063-T5 ALUMINUM
elM111.1e
Ile X 3/4° PJ-I. PHILLIP
1/4" DK BULB 143033
1/4° X 1 I/2'
6063-T5 ALUMINUM
6063-T5 ALUMINUM
42 X VENTS
<2 X FRAME)
BSI Balance Systems
6063-T5 ALUMINUM
STAINLESS STEEL
SEE OLAZING e SHT. 3
SEE GLAZING DETAILS
MOLDED NYLON
026 I
L-7730
SM-55(i4
AS RED.
AS REVD.
VENT SWEEP LATCH
FRAME SILL FOAM GASKET
SCREEN FRAME t. MESH
PRODUCT LABEL
MOLDED NYLON
SELF ADHESIVE
JOINT SEALANT
SM-5504
PE DIETER ACRYLIC CAUL
051 POLYSEAM EAL
PRODUCT REVISED
co complying with the Fkofda
Bui kilos Coda
Acceplauto Nc
Alrogion
MI
4, 4 rlo,o