HomeMy WebLinkAboutSUBMITTED PAPERSF
RF ,EIPT: 6 PERNIIT NUMBER:
4.
5.
PLANNING & DEVELOPMENT SERVICES DEPARTMENT
BUILDING & CODE REGULATIONS DIVISION
2300 Mminia Avenue
Port(772) 462-1553982 SC0%,
St. Lu " r
APPLICATION FOR REPLACEMENT OF pie County
WINDOWS, SKYLIGHTS, SWING DOORS, SLIDING GLASS DOORS
& O AD GARAGE DOORS
LOCATION/SITE ADDRESS: OK. lelrr
PABCELm NUMBER - 7rX-
DESCRIPTION OF PROJECT OR WORK AC to
TYPE OF STRIICTURE: SFR MOBILE HOME O
OWNERS INFORMATION 6'
Name: 1 �10 "'a'A
Address: ry 'ems
City: State: F __
gip: Phone: S _ 7
Email: w► e'D . `^
CONTRACTOR'S INFORMATION
FL ReglCert #:
County Cert #:
Business Name:
Phone Number.
Email:
[Attach 2 copies .of the Product Approval, with details. to theProduct being used.
FEES DUE 1 6 O A
VALUE OF CONSTRIICTION: $
.WNER+S AFFIDAVIT: I certify that all f the information contained in thisAappfica;uoe/wcewi allapplicable laws regulating cony�'r SIGNA
PRINT OWNER OR CONTRACTOR/QU NAME
STATE OF FLORIDA, COUNTY OF
ACKNOWLEDGED BEFORE ME THIS o� DAY OF �� + Z�� ==—� $Y —
O IS PERSONALLY KNOWN T OR WRO HAS PRODU D ?3� 5 "4 6 ' � 1 + t
SIGNATURE OF NOT Y TYPE OR PRINT NAME OF NC
TITLE• NOTARY PUBLIC
COMMISSION
be done in
IIATM
Y P` ID o ary V6&te oll Florida
an.
•@ My Comm. Expires Dec 16. 2016
o= Com # EE 658761
Bonded Thro�ational Notary Assn.
MMCMMNT MAY RESMT IN YOUR PAYING TWICE FOR IMPRMUIEVTS
NOTICE TO OWNER: FAILURE TO RECORD A NOTICE OF CO
UR LENDER OR AN ATTORNEY BEFORE RECORDING
TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YO
YOUR NOTICE OF COMMENCEMENT.
ST. LUCIE COUNTY Vinyl Siding
INSTRUCTIONS
Please complete all information in the space provided. All information must be Printed (use black or blue ink only) or Typed.
This application for replacement of Windows, Skylights, and Doors is to be used only for those activities that are not otherwise included
under a primary building permit. This application for Permit may not be used for any activity that includes any type or kind of structural.
alteration. Building activities involving structural alteration, in addition to the replacement of Windows, Skylights, Doors & Overhead
Garage Doors, must be permitted through the regular building permit review process. The information to be provided with this application
includes:
1. LOCATION/SITE ADDRESS: .............................................. 'Indicate the street address, or general location, of the property on
Much the building activity is taking place.
2. PARCEL ID NUMBER ........................................................ Indicate the, Property Tax Identification Number for the property on
which the building activity is taking place.
3. DESCRIPTION OF PROJECT OR WORK ACTIVITY........
4. OWNERS INFORMATION: .................................................
5. CONTRACTORS INFORMATION :....................................
6: VALUE OF CONSTRUCTION: ...........................................
Briefly describe the building activity under permit application.
Indicate the name and address of the owner of the property on which
the product is to be installed .
Indicate the State of Florida (if applicable) and St Lucie County
contractor's registration numbers, and the name of the business
doing the work. ,
Indicate the total value of the work to take place. Total cost of
construction includes all material and labor costs associated with the
building/construction activity. The value of construction is used to
determine the amount of permitting fees to be assessed St Lucie
County reserves the right to question and/or modify the indicated
value of construction if it is demonstrated that the submitted figures
are not consistent with similar types of construction.
All applications for Permits are to be submitted to the St Lucie County Building and Zoning Department, St. Lucie County Administration
Building, 2300 Virginia Avenue, Fort Pierce, FL 34982. All applications for Permits must be completed and filed with the Department no
later than 4:30 P.M. each business day. No applications will be accepted for promising after 4:30 P.1lIf. For assistance in completing
this application, please contact the St Lucie County Building and Zoning Department, at (772) 462-1553, during regular office hours (8:00
AM - 5:00 PM), Monday through Friday.
Following the issuance of this Windows, Skylights, Doors & Overhead doors replacement Permit, the scheduling of all required inspections
may be made by calling (772) 462-1261.
SLCCDV FORM NO: 006-05
Revised 4/10/2012 PDSD JC
Planning & Development Set , s Department
Building & Code Regulations
' 2300 Virginia Avenue
Fort Pierce, Florida 34982
(772) 462-1553 -
OWNER/BUILDER AFFIDAVIT DISCLOSURE STATEMENT
F.S. 489.103 (7) EXEMPTIONS
State law requires construction to be done by licensed contractors. You have applied for a permit under an
exemption to that law. The exemption allows you, as the owner of your property, to act as your own contractor even
though you do not have a license. You must provide direct, on -site supervision of the construction yourself. You
may build or improve farm outbuildings, a one -family or two-family residence or a commercial building at a cost of
under $75,000.00. The building or residence must be for your own occupancy. It may not be built or substantially
improved for sale or lease. If you sell or lease a building you have built or substantially improved your self within
one year after the construction is complete, the law will presume that you built or substantially improved it for sale
or lease, which is a violation of this exemption. You may not hire an unlicensed_ person to act as_ your_ contractor or
to supervise people working on your building; it is your responsibility to make sure that people employed by you
have licenses required by state law and by county or municipal ..licensing ordinances. You may not delegate the
responsibility for supervising work to a licensed contractor who is not licensed to perform the, work being done.
Any person working on your building who is not licensed must work under your direct supervision. and must be
employed by you, which means that you must deduct F.I.C.A. and withholding tax and provide work
compensation for that employee, all as prescribed by law. Your construction must comply with all applicable 1
ordinances, building codes, and zoning regulations. Initial
ki
I understand that the building official and inspectors are not there to design or give advice on how
the minimum.code. Initial
I understand that as an owner -builder that any contract disputes with sub-contractors.and I must be h d
in a civil court with the advice of an attorney. This department will not mitigate any contract disputes.
Initial .
I understand that if I compensate any person or company for work performed they are required t be
licensed in. this jurisdiction. If for some reason they do not possess a license, I maybe. responsible and liab the
cost of the license. Initial
I understand that if any person that is unlicensed and uninsured gets injured on my construction pro
they may be entitled to workmen's compensation. I could be held liable for. all doctor, lawyer and relate
cost, which could include loss of wages during recovery from their injury. Initial
To qualify for this exemption under this subsection, an owner must personally appear a6d sign�e building
permit application and initial the above.
I hereby acknowledge that I have read and understand the above disclosure st ent t further
understand that any violation of the terms of the owner/builder exemption shall be rted by uil " g and
Zoning Department to the Florida State Department of Professional Regulation. and ac g�n t
day of of 20 /
Signature
STATE OF FLORIDA
COUNTY OF 631%1- % \
The foregoing instrument was acknowledged before me this A _- l day of @ 201-3
bV �OWNA S c\n - S rn� � iwho is personally known to me, or who has
produced �3a.'6 ' 3bl 1 1- 1"l 1 "a as identification.
•� qAY1ri \VlV�S NS.,�PH�P`e•• DEANNA GIVE
Signature ofNotary Type or Print Name of Notary ;`" .`�•; Nota($�lic - State of Florida
Title: Notary Public Commission Number �E� ro • . : • My Comm. Expires Dec 16, 2016
••,9r P,K Commission # EE 858761
FF 'Q'�
SL.CPDSD Revised 07/22/2010 Banded Through National Notary Assn.
s MIAMI•DADE -'ILE C
® I—DADE COUNTY, FLORIDA
�� PRODUCT CONTROL SECTION
'BUILDING AND NEIGHBORHOOD COMPLIANCE DEPARTMENT (BNC) 11805 S.W 20h Street, Room 208
BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175 2474
T (786) 315 2590 F (786) 315-2599
NOTICE OF ACCEPTANCE (NOA) www.mlAMId_ade aov/l�uNdina
JEI:D=WEN, NC ,(OR)
3737 Lakeport Boulevard
Klamath Falls, OR 97601
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 BNC-
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 purposes. If this product or material fails to
perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may
immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BNC
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 "6 00A Premiutn- Atlantic Aluminum Douhle`Ilung Window - I1.M:I:
APPROVAL DOCUMENT: Drawing No. JELD0020, titled Series "Premium Atlantic Aluminum 6400
Double Hung Window, LMI', sheets 1 through 11 of 11, dated 04/12/2006 with revision "T' dated
07/06/2011, prepared by PTC, LLC, signed and sealed by Robert J. Amoruso, P. E., bearing the Miami -Dade
County Product Control Renewal stamp with the Notice of Acceptance number and Expiration date by the
Miami -Dade County Product Control Section.
MISSILE IMPACT RATING: Large and Small 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.
REVISION 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 renews NOA No. 06-0504.02 and consists of this page 1, evidence4pages E-1 and E 2, as well as
approval document mentioned above. ;u
The submitted documentation was reviewed by Jaime D. Gascon, P. E.
i
(gD,Sa'✓� NOA No.11-0426.03
Mra s ou rtr 11 Expiration Date: August 10, 2016
1 lq Approval Date: July 28, 2011
Page 1
JELD—WEN, INC. (OR) Y
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
2. Drawing No. JELD0020, titled Series "Premium Atlantic Aluminum 6400 Double
Hung Window, LMI", sheets 1 through 11 of 11, dated 04/12/2006 with revision "2"
dated 07/06/2011, prepared by PTC, LLC, signed and sealed by Robert J. Amoruso,
P. E.
13. _ TESTS - - - - - - - - - - - - -
1. 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 hnpact Test per FBC, TAS 201-94
5) Cyclic Wind Pressure Loading per FBC, TAS 203-94
6) Forced Entry Test, Type "A", Grade 10, per ASTM F 842-04, and
per FBC 2411 3.2.1 TAS 202-94
along with marked —up drawings and installation diagram of double hung window,
prepared by National Certified Testing Laboratories, inc., Test Report No.
NCTL 210-3209 2, dated 10/28/2005, signed and sealed by Gerard J. Ferrara, P. E.
(Submitted under previous NOA No.06-0504.02)
C. CALCULATIONS
I. Anchor verification calculations and structural analysis, complying with FBC-2007,
prepared by PTC, LLC, dated 04/20/2011, signed, sealed and dated 07/05/2011 by
Robert J. Amoruso, P. E.
Complies with ASTM E1300-04
D. QUALITY ASSURANCE
1. Miami Dade Building and Neighborhood Compliance Department.(BNC).
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 10-0413.04 issued to E.I. DuPont DeNernours & Co., Inc.
for their "DuPont Sentry Glass® Interlayer" dated 05/26/2010, expiring on
01/14/12.
F. STATEMENTS
1. Statement letter of no financial interest, conformance and compliance with the
FBC 2007, dated 04/20/2011, signed and sealed by Robert J. Amoruso, P. E.
r'
Jaime D. Gas on, P. E.
Product Control Section Supervisor
NOA No. 11-0426.03
Expiration Date: August 10, 2016
Approval Date: July 28, 2011
E-1
JELD-WEN, INC. (ORl
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
F. STATEMENTS (CONTUNIED)
2. Laboratory compliance letter for Test Report No. NCTL 210-3209-2,. issued by
National Certified Testing Laboratories, Inc., dated 10/28/2003, signed and sealed by
Gerard J. Ferrara, P. E.
(Submitted under previous NOA No. 06-0504.02)
3. Laboratory addendum letter for Test Report No. NCTL 210 3209-2, issued by
National Certified Testing Laboratories, Inc., dated 06/29/2006, signed by
— - - Christopher Bermett._ - - - - - - - - -- -
(Submitted under previous NOA No.06-0504.02)
G. OTHERS
1. Notice of Acceptance No. 06-0504.02, issued to Jeld-Wen, Inc. (OR) for their Series
"6400 Premium Atlantic" Aluminum Double Hung Window - L.M.I.", approved
on 08/10/2006 and expiring on 08/10/2011.
Jaime D. Gascon, P. E.
Product Control Section Supervisor
NOA No.11-0426.03
Expiratiou Date: August 10, 2016
Approval Date: July 28, 2011
E-2
GENERAL NOTES:
1. 1. THIS PRODUCT IS DESIGNED TO COMPLY WITH THE
HIGH VELOCITY HURRICANE ZONE (HVHZ) OF THE 2007
FLORIDA BUILDING CODE (FBC)AT THE DESIGN
PRESSURE STATED HEREIN. THE PRODUCT DETAILS
CONTAINED HEREIN ARE BASED UPON SIGNED AND
SEALED TEST REPORT#NCTL-2103209-2 DATED C6/2m9
AND ASSOCIATED LABORATORY STAMPED DRAWINGS
AND WERE TESTED IN ACCORDANCE WITH CURRENT
DADE COUNTY PROTOCOLS.
2. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE
MASONRY AND 2X FRAMING AS A MAIN WIND FORCE
RESISTING SYSTEM CAPABLE OF WITHSTANDING AND
TRANSFERRING APPLIED PRODUCT LOADS TO THE
STRUCTURE IS THE RESPONSIBILITY OF THE ENGINEER
OR ARCHITECT OF RECORD.
3. 1X BUCKS AND ZX WOOD FRAMING (WHEN USED) SHALL
BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER
ALL LOADS TO THE STRUCTURE. BUCK DESIGN AND
INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER
OR ARCHITECT OF RECORD,
4. IN AREAS WHERE WIND-BORNE DEBRIS PROTECTION
REQUIREMENTS EXIST, USE OF AN APPROVED MIAMI
DADE IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED.
JELD-WEN a
4 0
P"MIUMATLANTICALUMINUM 6400 U
DOUBLE HUNG WINDOW LMI
INSTALLATIONANCHORAGEDETMLF g Z
o
S. WINDOW FRAME MATERIAL: ALUMINUM ALLOY
6063-T8.
6. GLASS MEETS THE REQUIREMENTS OF ASTM
E1300-04 AND PER CALCULATIONS.
7. DESIGNATION "X" STANDS FOR THE FOLLOWING:
7.1. X: OPERABLE PANEL
B. A113.INCREASE IN ALLOWABLE STRESS FOR WIND
LOADS WAS NOT USED IN THE DESIGN OF THE
PRODUCT(S) SHOWN HEREIN. WIND LOAD
DURATION FACTOR (Cd =1.8) HAS BEEN USED FOR
WOOD ANCHOR WITHDRAWAL DESIGN ONLY,
9. IN ACCORDANCE WITH THE 2OD7 FBC, SECTION
2411.3.3.3 WOOD SHALL HAVE BEEN
PRESERVATIVE TREATED OR SHALL BE OF A
DURABLE SPECIES AS DEFINED IN SECTION 23262.
10. IN ACCORDANCE WITH THE 2DO7 FBC, SECTION
2003.SA DISSIMILAR METALS INCLUDING '
FASTENERS THAT MAY COME INTO CONTACT WITH
ALUMUNUM WINDOW FRAMING WOOD SHALL HAVE
BEEN PROTECTED AS DEFINED IN SECTION
2003.SA2.
DESIGN PRESSURE RATING (PSF)
IMPACT RATING
WINDOW SIZE
DP (PSF)
UP_TO 5�31/8"—X 76"
+80.01 8_.
-
LARGE MISSILE
IMPACT
UP TO 37" X 73"
+90.0 ! -95.0
TABLE OF CONTENTS
SHEET
REV.
SHEET DESCRIPTION
1
1
GENERAL NOTES, INSTALLATION NOTES & D.P. CHART
2
1
ELEVATIONS
3
1
ELEVATIONS& ANCHOR LAYOUTS -FLANGE
4
1
ELEVATIONS& ANCHOR LAYOUTS -FIN
5
1
SECTIONS- FLANGE INST. IN CONCRETEIMASONRY
6
1
SECTIONS- FLANGE INST. IN WOOD
7
1
SECTIONS - NAILING FIN INST. IN WOOD
8
1
GLAZING DETAIL &SILL OF MATERIALS
9
1
COMPONENT DETAILS
10
1
FRAME CORNER CONSTRUCTION DETAILS
SASH CORNER CONSTRUCTION DETAILS
INSTALLATION NOTES:
1. ONE (1) INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN
Z THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS THE MINIMUM NUMBER OF ANCHORS TO
BE USED FOR PRODUCT INSTALLATION,
3, SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM(S). MAXIMUM
ALLOWABLE SHIM SIZE IS 114 INCH. SHIM WHERE SPACE OF 1/18INCH OR GREATER OCCURS.
SHIM(S) SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.
4. FASTENERS FOR INSTALLATION INTO WOOD FRAMING OR THROUGH 1X BUCK TO CONCRETE A
MASONRY, OR DIRECTLY INTO CONCRETE I MASONRY SHALL BE AS SHOWN IN ANCHOR
SCHEDULE* THIS SHEET.
5, MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES, INCLUDING BUT NOT
LIMITED TO STUCCO, FOAM, BRICK VENEER AND SIDING.
6. FOR CONCRETE BLOCKAPPLICATIONS DO NOT INSTALL INSTALLATION ANCHORS INTO MORTAR
JOINTS.
7. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR
MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED, IN
SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BYTHE
ANCHOR MANUFACTURER.
8. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE
LIATFRIAI PROPFRTIFRRH(TWN INN"ANCHOR Sr:HFD111. F"TNI.S RHFFT_
ANCHORSCHEOULE
WINDOW FRAME
MANUFACTURER
EIRBEDMENT
EDGE DISTANCE
ANCHORCAPACITIESSUBSTRATE
T1PE
TYPE
SIZE
ANDIORICAT
OMIap1
ONI Ia 14
BASED ON
SPECIFICATION
MIN. 2000 PSI CONCRETE
CONCRETE
THRU-FRAME
FLANGE)
FLATHEAD
i!4" l
ITW TAPCONS01
1-1 °
1-1Q"
AND COMPLIES WITH ACI
(
yam+
l
301, ACI 318 AND ACI 355
MASONRY
—
(`(-If Timmy
7HRU-FRAME
(FLANGE)
FLATHEAD
' t!4"
ITW TAPCONSj11
1Q
2"
STRENGTH
CONF0RMANCETOASTM
\
C-90,NEDIUMWEIGI'IT
FLATHEAD,
grySt B18.6.1
THRU-FRAME
CUT
NO. 14
WODSCREW)
WOODWITHAMWIMUM
WOOD
(FLANGE)
THREADED
1.1Q^
I.
SPECIFIC GRAMTYOF
0.55.
No. 14 or
ASMEB18.6A
FLATHEAD
1/4^Die.
(TAPPINGSCREVO)
ANSI B18.6.1
WOOD WITH AMINIMUM
"WOOD
RNFRAME
PAN HEAD
NO. 10
MUD SCREW)
11Q^
316"
SPECIFIC GRAMTVOF
ASME B18.6.4
OSS.
(TAPPWGSCREW)
NOTES:
1) RW (ADVANCM THRFADFORMTECHINOLOGY) TAPCONS NJLL BE USED FORCONCRE E MASOMIY INSTALLATION.
2) FOR WOODSCREWS IF SRRINC 0 A CONCEIK DRILL 513T BLOT HOLE FOR NO. 14 OR313T PLOT HOLE FOR NO. 10.
3) FOR TAPING SCREWS F SPLITTING 0 A CONCERN, CALL 11104^ BLOT HOLE FOR NO. 14 & 114" IX4. OR 3132' BLOT HOLE FOR NO. 10.
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up
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RBNRWED
Ig 1.r101 tha Florid¢
No l
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Robed J.A .P.E
Flndde P.E. No. 49752
37" MAX. O.A. 53 1 /8" MAX. O,A.
S 3
FRAME WIDTH D.L.O. WIDTH FRAME WIDTH
?
D.L.O. WIDTH 46 3/4" v
29 1/2" R
/ 7 d a a 'z
F C F C o
N
g)
6 5 6 5
ii �� N
DLO DLO g 3
X HEIGHT X HEIGHT s
30 3/4" 32 3/4" fcQ%1 9'
ZW��N bm F N
73" MAX. 76" MAX. S � � < �
----- -
O.A. FRAME - O.A. FRAME =— -- � w ER
HEIGHT
B BMD
7 HEIGHT J �� B B B Ve
5 6 DLO GHT % 5 6 7';
5 DLO
x D OEI3/4" X B HEIGHT 1
• G 5 � 5 32 3/4" �� �g�<
a s
// 5 // 6
0.550" x .25" 0.550" x .25" PRODUCT RENOWED
WEEP SLOT Fi WEEP SLOT 0.550" x .25" H 0.550" x .25" e�g .1OWa Ftmids
— 7 WEEP SLOT 7 WEEP SLOT A«opt No
lmwnlj ` Product
6 5 SEE SHEETS 3& 4 FOR 6 5 sr
ANCHOR LOCATIONS Robert J. Amomso, RE
D.L.O. WIDTH_ D.L.O. WIDTH Florida P.E. No. 49752
29 1/2" 46 3/4"
qu�uggi
ELEVATION ,.•�•�
ELEVATION •,''00``�: �0 49752
EXTERIOR VIEW 531/8" X 76" * No 49752
EXTERIOR VIEW 37" X 73"
(FLANGE (SHOWN) OR FIN FRAME) ° b • 7 dill ;
(FLANGE (SHOWN) OR FIN FRAME) ?o; STATE OF ;�4i�
6" MAX. FROM
CORNERS (TYP.)
:37" MAX. O.A.
FRAME WIDTH
SEE ANCHOR
NOTE 1 BELOW
6" MAX: FROM CORNERS (TYP.)_
6" MAX. FROM
FCORNERS (TYP.)
3" MIN. & 4" MAX.
O.C. (TYP)
53 1 /8" MAX. O.A. _
FRAME WIDTH
13 3/4" MAX.
O.C. (TYp.)
8 11/16" MAX.
O.C. ABOVE
MEETING RAIL (TYP)
w
Lu
IL Lc
76" MAX. O.A.
73" MAX O.A. FRAME HEIGHT
FRAME HEIGHT SEE ANCHOR
j SEE ANCHOR-/
MAX. ''(TY?) NOTE 2 BELOW
ANCHOR LAYOUT
EM, RIOR"VIEW7',X 'T' (FLANGE INTO-,!�
CONCRETE%lVIA NN Y OR-WOOD°SUBSTRATE)
ANCHOR NOTE 1: CLUSTER OF 2 ITW
TAPCONS OR WOOD SCREWS 6" O.C.
MIN. TO 8" O.C. MAX. SPACING IT ANCHOR NOTE 1: CLUSTER OF 2 W
TAPCONS OR WOOD SCREWS 3" O.C.
MIN. TO 4" O.C. MAX. SPACING AND 6"
MAX. FROM CORNER.
6 MIN. & 8 MAX.
O.C. (rrp) �� NOTE 3 BELOW
7 11/16" MAX.
O.C. BELOW
-- — MEETING RAIL (TYP)
3" MIN. & 4" MAX. 6" O.C. SEE ANCHOR
O.C. (TYp) MAX. (TYp) NOTE 4 BELOW
ANCHOR LAYOUT
EXTERIOR VIEW 53 1/8" X 76" (FLANGE INTO
CONCRETE/MASONRY OR WOOD SUBSTRATE)
ANCHOR NOTE 3: CLUSTER OF 3 ITW
TAPCONS OR WOOD SCREWS 0 O.C.
SEE SHEET 2 FOR MIN. TO 8" O.C. MAX. SPACING
SECTION CUTS ANCHOR NOTE 4: CLUSTER OF 3 ITW
TAPCONS OR WOOD SCREWS 3" O.C.
MIN. TO 4" O.C. MAX. SPACING AND 6"
MAX. FROM CORNER.
RaheR J. A—o , RE
Fbdda RE No.49752
0
73" 1
FRAMI
'
J / MAA. V.H.
FRAME WIDTH
3" MAX. FROM
CORNERS (TYP.)
3" MAX. FROM
CORNERS (T(P.)
7 13/16" MAX
O.C. (TYP.) 1 1/2" MIN.
2 1/2" MAX.
1AX O.A.
'
HEIGHT
1 1/2" MIN.
2 1/2" MAX.
1 1/2" MIN.
2 1/2" MAX.
SEE ANCHOR
NOTE 1 BELOW
_ 10 3/8" M
O.C. (TYF
ANCHOR LAYOUT
EXTERIOR VIEW 37" X 73"
(NAILING FIN INTO WOOD SUBSTRATE)
ANCHOR NOTE 1: CLUSTER OF 4 WOOD
SCREWS 1 1/2" O.C. MIN. TO 21/2" O.C.
MAX. SPACING
7 6 " I
FRAMI
00 1 / 0 MAA! U.A.
FRAME WIDTH
3" MAX. FROM
7 7/8" MAX.
CORNERS (TYP.)
O.C. (TYP.)
�X' 3" MAX. FROM
CORNERS (TYP.)
..- ........
--
----...--
7 5/8" MAX.
ell
O.C.-�(TYP.)
1 1/2" MI1 N.
2 1/2" MAX.
--
IAX. O.A. T-
//
HEIGHT
_ -
SEE ANCHOR
NOTE 2 BELOW
ANCHOR LAYOUT
SEE SHEET 2 FOR EXTERIOR VIEW 53 1/8" X 76"
SECTION CUTS (NAILING N INTO WOOD
D SUBSTRATE)
ANCHOR NOTE 2: CLUSTER OF 7 WOOD
SCREWS 1 1/2" O.C. MIN. TO 2112" O.C.
MAX. SPACING
4
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Ronda P.E. No. 49M i
No 41
STATE
O.A. UNIT HEIGHT
1 1/2" MIN,
DISTANCE —
DISTANCE
EXTERIOR FINISH
(TYPEDGE
BY OTHERS•)
CONCRETE BY OTHERS
21 1/4r;T1YN;,_'
SEE GEN. NOTE 2 &
iNSTAL'6;A 6N°�fNCHORZ
w:. --- -
INSTL. NOTE B ON
a•
'
. ..SHEET 1)
;.
• Q •
ry e„,ae.
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•..4 '
1 1/2• MIN.
1X BUCK BY OTHERS
; •j.
•'
EMBEDMENT
(SEE GEN. NOTE 3 ON
a •
., %
SHEET 1)
a
PERIMETER SEALANT
BY OTHERS
1/4• MAX.
1
SHIM SPACE
SHIM AS REO'D (SEE
24
Jy�
INSTL NOTE 3, SHT. 1)
1/4" MAX.
SHIM SPACI
SHIM AS REWD (SEE
INSTL NOTE 3, SHT. 1)
INTERIOR
10 15 18 19
C VERTICAL SECTION G.A. UNIT WIDTH
CONCRBTB/MASONRY
SUBSTRATE SEE GLAZING DETAIL
1 ON SHEET IS D HORIZONTAL SECTION
TE NRY
SUBSTTiA18
2 �— /14
15
INTERIOR
1 10
13
CONCRETE OR MASONRY "x ,d 4 B • '
BY OTHERS (SEE GEN.
NOTE 2 & INSTL. NOTE
8 ON SHEET 1) PERIMETER SEALANT
BY OTHERS
OAVERTICAL SECTION
LUfqClUflW MASONRY
SUBSIRATE
a
1 1/2• MIN. EMD. CONCRETE Q� .
1• MIN. EMD. MASONRY z
CONCRETE OR MASONRY
BY OTHERS (SEE GEN. W w z
NOTE 2 & INSTL NOTE S
8 ON SHEET 1) o0 0
9 1X BUCK BY OTHERS 0. a z
(SEE GEN. NOTE 3 ON
SHEET 1) N
T -I 21 S O
INSTALLATION ANCHOR 's zz $ Q c' -
• •4 1 1/2• MIN. EDGE DIST. CONCRETE atgtg��
• p° j 2• MIN. EDGE DIST. MASONRY
"! . `,•.. m m f N
m
EXTERIOR FINISHy7j O z
� 33 PERIMETER BY OTHERS A g -m{ �F
SEALANT' 7 a Ern
BY OTHERS
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E2 1AB
B VERTICAL SECTION
�,�---MEIBTINO RAIL
RP.N3WDD
rt GYM Lhv Florida
Robae J. AMON "'t
Ftadda P.E Na 49752
\\N\IIIIf/
.��pQ•� ,tLHIES ,IyO ��i
0014.•\�OEkSh'•.9Grr
t': No 49752
cc
V% STATE F ;!u_
A O.A. UNIT HEIGHT
2X WOOD FRAMING BY
OTHERS iSEE GEN. NOTES
2 & 3. INSf. NOTE 8 ON
SHEET 1.)
EXTERIOR FINISH
I3Y OTHERS
PERIMETER SEALANT --
BY OTHERS
1" MIN.
EDGE DISTANCE
(TYP.)
N0. 14 WOOD SCREW
1 INSTALLATION ANCHOR
1 1/2' MIN,
r1l I _L
EMBEDMENT
1 /4" MAX.
SHIM SPACE
SHIM AS REO'D (SEE
INSTL NOTE 3. SHT. 1)
F VERTICAL SECTION
W Dbut5yrnmit.
1/4" MAX.
SHIM SPACEr
1 1/2" ,MIN. END.
SHIM AS RED 'D. (SEE
INSTIL NOTE 3. SHT. 1) NO. 14 WOOD SCREW
INTIEROR 21 INSTALLATION ANCHOR
DETAIL
B
Ei4EBlOB
('H13, d No
A1'i4 e
w
24 Laj SHIM AS REO'D (SEE
INSTL NOTE 3, SHT. 1)
1/4' MAX.
PERIMETER SEALw SHIM SPACE
BY OTHERS
EXTERIOR FINISH '�>L:.`•'
BY OTHERS
2X WOOD FRAMING BY
OTHERS (SEE GEN. NOTES 2
& 3, INST. NOTE B ON
SHEET 1.)
L VERTICAL SECTION
WOODSUBSTRATE
18
19
2X WOOD FRAMING BY OTHERS
(SEE GEN. NOTES 2 & 3, INST.
NOTE B ON SHEET 1)
1' MIN. EDGE
DIST. (TYP.)
24 �
13 3 EXTERIOR FINISH
13Y OTHERS
OA. UNIT WIDTH PERIMETER SEALANT
BY OTHERS
G HORIZONTAL SECTION
WOOD SUBSTRATE
�b1VF.RTICAL SECTION
/ h1E6lYTIN� RAIL
a
W �z
a a: z
as
N
€ o
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m I Z 0 m Z N
CSN���
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the FloNda
F=
EXTERIOR
( 4
1
1 1/2" MIN.
Q
5
OFINISHTHERS
BY OTHERS
\J
EMBEDMENT
SHEATHING
23 NO. 10 WOOD SCREW
1 /4" MAX.
4
1/2" CL SCREW BY OTHERS
INSTALLATION ANCHOR
3/8" MIN. EDGE
SHIM SPACE
v
�
TO FIN EDGE
„
'
2�13/8"
MIN. EDGE
DISTANCE (TYP.)-
SHIM AS REO'D (SEE
4k
FF
U
•
DISTANCE (TYP.)
2X WOOD FRAMING BY
IN5TL NOTE 3, SHT. 1)
m
z
OTHERS (SEE GEN.
NOTES
O
•"•
2 & 3, INST.
NOTE 8 ON SHEET 1.)
18 15
d
o
z
PERIMETER SEALANT
BY OTHERS
'
1/4" MAX.
SHIM SPACE
NO. 10 WOOD SCREW
23
19 10
12
w
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/��-���
2X WOOD FRAMING BY OTHERS (SEE GEN.
INSTALLATION ANCHOR
`•'
NOTES 2 & 3, INST. NOTE 8 ON SHEET 1.)
24
15 SHIM AS REO'D (SEE
INSTIL. NOTE 3, SHT. 1)
1 1/2" MIN.
EMBEDMENT
._
LL
O
13
10
$
_
5
INTERIOR
1/2" CL SCREW
I I
o
EXTERIOR
TO FIN EDGE
I v
14
12
EXTERIOR FINISH
14
SEE GLAZING DETAIL
BY OTHERS
I E
Z
O.A.
HEIGHT
UNIT �1
VERTICAL SECTION
WOOD FRAM&SUB TB 1 ON SHEET 8
SHEATHING
BY OTHERS
$ 15
rn
S
j
t9
g_
g
z
PERIMETER SEALANT
4
LL
r
eel
14 1 5
BY OTHERS
D.A. UNIT WIDTH
24
3
O
\{
15
10
)HORIZONTAL SECTION
WOOD FRAT78 SUBSTRATE
py
9
gg
9
A
4251
gdg
EXTERIOR
—
— 13 INTERIOR
16
2
4
12 14
PRODUCT RENMID
°Florida
�the
24A�L
SHIM AS REO'D (SEE
INSTIL. NOTE 3, SHi. 1)
1 5
1 p
20
ne`wm Coda
Aceeptan°c No -
10%fie
EXTERIOR FINISH
BY OTHERS
1/4" MAX.
�—
' PSEALANT
SHIM SPACEERiMETER
6
%
Miami lmde Pradaet t'bnlrol
BY OTHERS
% ;
EXTERIOR
INTERIOR
,•+.
1 1
RobaKJ. Aname°, P.E.
10
Flodda P.E. No.4B752
1/2" CL SCREW SHEATHING
1*
'??
3/8" MIN. EDGE
`,`p�MES 4�I
��� ��MES
TO FIN EDGE BY OTHERS
DISTANCE (TYP.)
13
15
``. .•.........4f
�'-�`C�Ns�••'9Gtn
N0. 10 WOOD SCREW z3
2X WOOD FRAMING BY OTHERS
15
Q; No 4U752 :O
INSTALlAT10N ANCHOR
(SEE GEN. NOTES 2 & 3, INST.
NOTE 8 ON SHEET 1.)
14
: *r )
1 1/2" MIN.
12
b)
7 ) a r`
EMBEDMENT
��S STATE F Z Q
H VWOOD IFRAME
VERTICAL SECTION
�a �oR.�o'p`2'�
SUBSTRRAATTEN
B MHEMNG FAR.
y�i�hu�niN�
films
e = 3
4 S
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PRODUCT RENCWBD
sa—plying wish the Florida
Building Cod.
Acccplance No 0s
'4a r 20/6
5
10
Mimi adc od el Control.
15
14
' 3/4" GLAZING
BITE
RaE.d J.amom.a, P.E
Florida P.ENo.4 M
1
, �q�ruurur
AMES
12
\
�`��0��• \C E N .., G i
7/16" O.A. LAMINATED GLASS
.`Q�/ No a975 •d's
CONSISTING OF:
3/16" ANNEALED GLASS (EXTERIOR)/
STATE
—.�—
--
90:: F ;�t4`
.090" DUPONT SENTRYGLAS/%"�r'�top�o�•'��.�`
'4�i`S�Oq��
3/16" ANNEALED GLASS (INTERIOR)
GLAZING DETAIL 1
BILL OF MATERIALS
ITEM #
PART N0.
DESCRIPTION
ALLOY
SUPPLIER
1
11342
FRAME HEAD
6063�T6
SAPA
2
11344
FRAME SILL
6063�T6
SAPA
3
11343
FRAME JAMB
6063-T6
SAPA
4
45222
APPLIED FIN
6063—T5
SAPA
5
46209
TOP SASH RAIL
6063=T6
SAPA
6
4620.7
TOP SASH RAIL I'LOCK RAIL
6U63—T6
SAPA
7
46206
DTM SASH RAIL ['LOCK IMPACT RAIL
6063—T6
SAPA
8
46208
SASH JAMB SILL IMPACT
6063—T6
SAPA
9
EXTERNAL VENT SILL
6063—T6
SAPA
10
46210
GLAZING BEAD IMPACT
6063—T6
SAPA
11
.500" X .625" STEEL REINF. BAR (70 KSI ULT. STRENGTH
C1018
� 2
7/16" O.A. LAMINATED GLASS: 3/16" ANNEALED EXTERIOR/
.090" SENTRY PLUS FILM/ 3/16" ANNEALED INTERIOR
13
.187" HIGH WOOLPILE W/INTEGRAL PLASTIC FIN
14
BULB VINYL — DUROMETER 75-80 SHORE D
15
SILICONE DOW CORNING 995
16
VINYL WEDGE
17
VINYL SASH STOP — DUROMETER 75 — 80 SHORED
18
BLOCK.& TACKLE BALANCE
19
BALANCE TAKE OUT CLIP
20
SWEEP LOCK
21
1 4" DIA. ITW ADVANCED THREADFORM TECH. TAPCON
STEEL
ITW i
22
14 WOOD SCREW INSTALLATION ANCHOR
STEEL
23
10 WOOD SCREW INSTALLATION ANCHOR
STEEL
24
GAH-43585
INSECT SCREEN FRAME
6063—T5
INDALEX�
1
' 4
v
SS W lOW
off'
C u, z
a�
V g
R
x
SI
mQ(� i
Z m O O Z m m Z N
2!$z
a�
A� �U
PRODUCT imcW13D
complying wIW tho Florida
Ouildinii3Oode
AcccptunceNo Z�.
Fxpiraho ate /mod
c
Miami ,utcProdudContin•
Fluted J.A.—w,P.E. '
Ploddn P.E. No. 49752
EL Q`���30MES 4 NA
`�J0�4.•��GENg OgG4
Q• No 49752 -`Po
z0=• STATE O .•W�
�G���S•A•,C
wtr��NA ��p�•`�
O 0.05E TYPD WALL THICKNESS O 0.050" TYPTOP E WALL THICKNESS O 0.045�TYPHWALT_
L THICKNESS O 0 045 TOP-SASH
TYPi WALI.•ITHICKNERAIL
�- 1.786
• 2.813
�-
�-- 2.773 ---1
1.088
1.572
I
1.612
2.325
2.005
FRAME SILL
0.062" TYP. WALL THICKNESS
gO EXTERNAL VENT SILL
0.062" TYP. WALL THICKNESS
� Q
GLAZING BEAD
NO TYP. WALL THICKNESS
7O DTM SASH I'LOCk IMPACT RAIL
0.045" TYP. WALL THICKNESS
- 4.300
1.786
� 0.8Fi5
.088
0.752 o•e5o7j�t,.•
_ � 6
14
Top 4
10 d
14 at R
WLu� z
9
0 ?
N � 3
DETAIL Top
11 SCALE 1 / 2 LL
Z �o �m
FRAME CORNER�g8
W,z'S
sE
DETAILS iE'Ir
g 9
q
DETAIL Bottom p
SCALE 1/2 g�
ELL I�dg
14
14 [ROIIULI'Ri�NBN6D
mplyidp%vial1AeFlolid7 dhigCode ottom ptndNi`mi Uadc Praducl �mro
15 HoOartJ.Amomeo, P.E.
FW& RE No. 49762 tul
11 g�19. 0� rP
No.4975
�•STATE of :•tu
NOTE:
1) BOM ONLY APPLICABLE TO THIS SHEET +,,,��48NA1.�4�•�,,,
2) ITEM NO. S AND 11 ABOVE MADE FROM 1/16-THICK 4# BLACK OR WHITE CROSS LINKED POLYETHYLENE FOA!W/PSA
PARTS LISP
ITEM
QTY
PART NUMBER
DESCRIPTION
1
1
00686
Main Frame S(II
7
1
03285
Gasket -Sill (See Note 2 Below)
9
1
00682
Main Frame Head
10
2
03283
Head Gasket (See Note 2 ee ow
11
2
00684
Main Jamb DHMJO
14
8
OD169
#8 x 1.00"�PPH SMS S/S
15
4
00093
Seam Sealer -Gear
i
F s
12
a
SASH
CORNER DETAILS
12
4 s
p
uj z
\�
a
Top
DETAIL Top
6 SCALE 1 / 2
o
18�
�_
�oF
�m
�Zu0 i*
50�} Z &
� ajLL'8 Fgy
`\
Wu� eui
EN 1�e
Bottom
a '; 3
10
.
1.RENEWID
p—hCT
mmptying wllh the Rlotid0
6
wilding Coda
eceptmtcoX y
12
�
J �
ymil ode Product Control
DETAIL Bottom
12
SCALE 1 / 2
Roeon J. Amoroso, RE,
Fialde P.E. N6.49762
������
4,Q',���GENBF
497 2 .:
�9'. STATE OF
NOTE:
1)BOMONLY APPLICABLE TOTHIS SHEET
�O
y�iSyfO......
28
ipm�N
i�/1
(active)
1
PARTS LIST
ITEM
QTY
PART NUMBER
DESCRIPTION
6
2
00631
Sash - Stile
10
2
01024
Balance Guide
li
2
02000
Sash Cam D069
12
8 .
00169
#8 x 1.00".PPH SMS S/S
18
1
00621
Interlock.- Bottom 6DIBN
28
1
00633
Lift Rail