HomeMy WebLinkAboutSUBMITTED PAPERSiY
All APPLICABLE INFO MUST BE COMPLEI� OR APPLI&TION TO BE ACCEPTED
Date: %QA I '!, SCANNED Permit Number: I i I a -OOI3
_ BY
St. Lucie County
Building Permit Application
Planning and Development Services
Building and Code Regulation Division
2300 Virginia Avenue, Fort Pierce FL 34982
Phone: (772) 462-1553 Fax: (772) 462-1578 Commercial_ Residential
PERMIT APPLICATION FOR: 4Ze(�Iae� u, �(Ls _ mipAO-+ w taow5
Address: `7 3 7 h S . CS e.er"Ch . -0 1 1 1e
Legal Description: nrA ` e c1 Ll< I�Stl Tl..AL_ (:) &oe nn a!« Pal l 4(L a)e'Jk Riga
f�) ram. � w4- 11 (,o C_ n S )') - I -) Sr I 5r -) 6 -lei') L-1
Property Tax ID #: 3 5 a s - (.07 - 006 o -Ooo - 3 Lot No.
Site Plan Name: Block No.
Project Name:
Setbacks Front Back: Right Side: Left Side:
J
AOOmonal worK LO De perrormea under inls perma— CneCK all inai apply:
_Mechanical —Gas Taril • _ Gas Piping _ Shutters A
%iddows/Doors' "'•
Electric _ Plumbing _ Sprinklers _ Generator _ Roof
Total Sq. Ft of Construction; _ , Sq. Ft. of First Floor:
oG
Cost of Construction: $ ,!55 e5n Utilities: —Sewer _ Septic Building Height:
QWNERJLE� Of `tt_`�...,a.� ,, iYY,r��i'�4'�'�r�* a� ..•a{1x � .51
:Gt1NTR
'�
O QCT=may }
.t";!�6.c q, ±:-r„?a �Ao� ,fx+�.v.1�i,�iY`.'pkU: �' .v
Namei _:5 k:.,ej• i'
e- 1,
Addressi` '7`3'7C� 'S"'de'et1v� lam. "� II
Co mpany: ff! 5a Ci��`$ )� /.r, ltil
CityStater
Zip Code: 361 %S? Fax:
Phone No. a/i,? - . CGS - 66,3�K
Address: G!3 warcjS 2G%.
City: Fd , p e e t State: r/
Zip Code: Fax: -1/64/• 215D�
Phone No. 7-�//oc/-76 it
E-Mail:
Fill in fee simple Title Holder on next page (if different
from the Owner listed above)
E-Mail: e C zn,- n i r C o h o-( mu ' I -. r' 0 1�nm
State or County License: a c/
If value of construction is 2500 or more, a RECORDED Notice of Commencement is required.
T'V.Ktl u �}t`s
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DESIGNER/ENGINEER:
Name:
_ Not Applicable
MORTGAGE COMPANY:
Name:
—,Not. Applicable
Address:
Address:
City:
Zip: Phone:
State:
City:
Zip:
Phone:
State:
FEE SIMPLE TITLE HOLDER:
Name:
_ Not Applicable
BONDING COMPANY:
Name:
_Not Applicable
Address:
Address:
City:
City:
Zip: Phone:
Zip:
Phone:
OWNER/ CONTRACTOR AFFIDVIT: Application is hereby made to obtain a permit to do the work and installation as indicated.
I certify that no work or installation has commenced prior to the issuance of a permit.
St. Lucie County makes no representation that is granting a permit will authorize the permit holder to build the subject structure
which is in conflict with any applicable Home Owners Association rules, bylaws or and covenants that may restrict or prohibit such
structure. Please consult with your Home Owners Association and review your deed for any restrictions which may apply.
In consideration of the granting of this requested permit, I do hereby agree that I will, in all respects, perform the work
in accordance with the approved plans, the Florida Building Codes and St. Lucie County Amendments.
The following building permit applications are exempt from undergoing a full concurrency review: room additions,
accessory structures, swimming pools, fences, walls, signs, screen rooms and accessory uses to another non-residential use
WARNING TO OWNER: Your failure to Record a Notice of Commencement may result in your paying twice for
improvements to your property. A Notice of Commencement must be recorded and posted on the jobsite
before the first inspection. If you intend to obtain financing, consult with lender or an attorney before
commencing work or recording our Notice of Commencement.
Signature of owner/ Agent/ Lessee
Signature of Contractor/License Holder
STATE OF FLORIDA
STATE OF FLORIDA
COUNTYOF J'rZaerg
COUNTY OF Sn "Cj5
The forgoing instrument was acknowledged before me
The forgoing instrument was acknowledged before me
thisZ�dayof OL7o6ER- 20� by
this �dayof_oc7=0EF- 20/V by
1447TNEa+ MA&Wj
HA.'r7H&W MARK-5
(Name of person acknowledging)
A%XoGem'AiPw�
(Name of person acknowledging )
. IYI40'+�
(Signature of Notary Public- State of Florida )
(Signature of Notary Public- State of Florida )
Personally Known f/ OR Produced Identification
Personally Known OR Produced Identification
Type of Identification Pro u pSYNk-
Type of Identification P—DONALD M HOLMA
Commission No. ''= MY�OMMISSION # EE126749
` EXE' September 20, 2015
Commission No. �� '�= MY COMMaI # EE126748
.
XPIRES Septed�ber 20.2015
laz)aeearsi FbMaNcia erAm=i
407)39e0153 ranaaxaa mca.can
REVIEWS
FRONT
ZONING
SUPERVISOR
PLANS
VEGETATION
SEATURTLE
MANGROVE
COUNTER
REVIEW
REVIEW
REVIEW
REVIEW
REVIEW
REVIEW
DATE
RECEIVED
DATE
COMPLETED
JOSEPH E. SMITH, CLERK OF THE CIRCUIT COURT - SAINT LUCIE COUNTY
FILE N 4010349 OR 1300K PAGE 106, Recorded 11/04/2014 at � =8 AM
NOTICE OF COMMENCEMENT
Tax Folio
Sweet Hants Countaf Stlude
The undersigned hemby gales ^note that improvement will be made to certain real propepi and in accordance with Chapter 71.1, Hmitld Statutes.
the roh,wmg information is prodded in HIS Notice Of Commencement.
Legal Desaiption of Property: (and street address if twallahlel:
I.Ir.e.'S/0..1e_6s1'�-uu�-�:.116S-f1rKl�il_el �ti-. Lk+!.l..J E0
General description of irrrpmveortre I I'd ne5 av(DnnA t�h/� •rT_'�Li' ti`'=S^""lf'1`a'�
Owner inlmmaaen or lessee hnfrcmation if the Lessee contracted for the imarc uemenh
.Name _..3 1,'f 1,<L_1/i�.tt �... \— _ _ __ _._..___._.___.
Addm_._
55 132(�:__S�C.C.'Y.�i.
1.11'est l ll or tmcrty:__.
!Jame and address of fe, simple titleholder (It d4Herem from Owner Irsted above!:
convacla's Name. _.4�; •.Oni{__wx_�.`"twt
o0"Olm Address _y.L.3_ sAtodS (2J_1i .geLl--j.jt/981 Phone Number-1]�1(eCEI
Surety 1,I apObaTle. recopy of the payment bond is attached): Amount of bond:$ _
Name and addre'.t. ..___,_-_Phone number
Lender Name.
tandei s address. _ .... _..__..
Persons within the State of Florida designated by Owner upon whom notices a other documents may ber Started as Provided by Section
712.1;(11(a)7., Rmida Statutes:
Address:_._____..___._._
Ie addmmti tobrmwlt m herself, Owner designates YY\Gli_1j,�4_[.Y}4lJL.iS_o!_C.LrS•fIC1aSJ'.I'�I1f.fY!a^^erve n lop"if IN,
UPnn• i Nbpre as provided in So tem UU311) (h). Florida Statutes.
Pllmhe numher of avrsim or emlydePpartrd by owner:_Ua. Z/
Faprrabon call of rmti;e of commencement (the expiration date may not be before the completion of cumtnrthnn arb bnal payment to file
,or, cf,e. but will be 1 year hum the dale of recording unless a different date Is specified)
WARNING m OWNE H: ANY PAYMENTS MADE BY THE OWNER AFTER THE FKPIRATION OF FFIE NOTICE OF COMMENCEMF.NI ARE CONSIDERED
IMPROPER PAYMEN I<ONOEB CHAPTER 713. PARK 1, SECFION 713,13. FLORIDA STATUTES. AND CAN RESULT IN YOUR PAYING TWICE FOR
IMPROVEMENT;10 "OUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST
INSPECTION, f YOU IN TEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR
FIFCORDING YOUR NO! ICE OF COMMENCEMENT.
Under penalty of revtm..I declare that I have read the forePping notice of commencement and that the fans stated therein art• hn¢ m IhP best of
my knowf'd"ge(aaJl'"LU'll/ell_ -
r�nn . F1wllvrl�rlev<ec.rn Own iee's AuthonzM Officer/Uire<tor/farmer/Mareger
14gmnpry's Isle/Office! file lmegnping roAmment war acknowletlged before our, lhit,••ff nn Y_1cay of, QC'F
as
Name, of Perron Typn of authority UP,. officer. iristee) Party on behalf of wlepo"nllement yet, ne,ult•d
Personally known._ _ ar produced Identdrtatimh '
(Signs Wre al Near, Pr �-,•;�f
(Print, lym.,m uamu `4"' erA II&alq J�Sai�•PAII Tvpe nntlentghr:Inron prmmea.01(FYER'4.E.itlXg£
K• I•i My COMMISSION •EE1MTdB
EXPIRES SoPlember 21, 2015
a iFwty
STATE OF FLORIDA
ST. LUCIE COUNTY
THIS IS TO CERTIFY THAT THIS IS A
TRUE AND CORRECT COPY OF THE
ORIGINAL.
Shelia Hetwl Record:
1 of 1
Property Identification
Site Address:
7370 S OCEAN DR 116
Sec/Town/Range:
22:36S :41E
Map ID:
35/21N
Zoning:
PROPERTY RECORD CARD
<<Prev Next»
Spcc.Assmnt Taxes
ParcelID:
3522-607-0060-000-3
Account #:
116175
Use Type:
Condo
City/Cnty:
Saint Lucie County
Exemptions Permits Home Print
Ownership and Mailing
Legal Description
Owner:
Shelia Hetzel
DUNE WALK BY THE OCEAN a/k/a SAND DOLLAR NORTH BLDG B
Address:
7370 S Ocean Dr k 116
UNIT 116 (OR 572-1781:
876-1074)
a
Jensen Beach Fl
34957
Sales Information
Assessment 2014
Total Land and Building
Date
Price
Code
Deed
Book/Page.
2014 TRIM: 141300
Land Value: 0 Acres: 0.02
12/13/1993
75000
01
WD
0876 / 1074
Assessed: 123148
Building Value: 141300
8/1/1987
0
01
CV
0572 / 1781
Ag.Credit: 0
Finished Area: 1044 SgFt
7/1/1987
87000
01
CV
0551 / 1534
Exempt: 50000
3/1/1984
3000000
. 02
CV
0427 / 2932
Taxable: 73148
Taxes: 1625.98
BUILDING INFO%NIATiON
Exterior Features
View:
3900 - Ocean View
Roo over.
-
RootStmct:
-
ExtType:
X125 - SndDoINrth
Y=Blt:
1983
Frame:
-
Grade:
XSNC - SandDIrNA
EBYrBIt:
1983
PrimeWalL
BS - CB Stucco
StoryHght:
0010 - I Story
No.Units:
1
SwWall:
-
Interior Features
BedRooms:
2
Eleatic:
-
PrmintWall:
-
FullBatb:
0
HeraType:
-
AvgHt/FI:
STD
1/213ath:
0
HeatFuel:
-
Pnn.Flors:
-
%A/C:
0
%Heated:
0
%Sprinkled:
0
Special Features and
Yard Items
Land Information
Type Y/S
Qty. Units Qual.
Cond. YrBlt.
No. Use Type
Type
Measure Depth
1 0400-Condo
N -Unit
0 0
THIS INFORMATION IS BELIEVED TO
BE CORRECT AT THIS
TIME BUT IT IS SUBJECT
TO CHANGE AND IS NOT WARRANTED.
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Wi
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oprk
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FILE Copy
MIAMI•DADE WHAnu-DARE COUNTY, FLORIDA
PRODUCT CONTROL SECTION
DEPARTMENT OF PERMITTING, ENVIRONMENT AND REGULATORY 11805 SW 26 Street, Room 208
AFFAIRS (PERA) Miami, Florida 33I75-2474
BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE (NOA) E w.miamidade.zov/development/
PGT Industries
1070 Technology Drive
North Venice, FL 34275
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 shalt 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 AHI
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 Veloci Hurricane Zone.
DESCRIPTION:Series'1FD-10 OntswingAluminnot FrenchDoo w/wo8ide11tes—L.M.I.
APPROVAL DOCUMENT: Drawing No. I100 1, tiled Series "Alum. French Door & Sidelites,
Impact", sheets 1 through 10 of 10, dated 02/22/07 with revision "D" dated 08/14/12, prepared by
manufacture, signed and seated by Lynn Miller, P. E., bearing the Miami —Dade County Product Control
Section 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.
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 and renews NOA No. 11-1013.22 and consists of this page 1 and evidence pages E-1
and E-2, as well as approval document mentioned above.
The submitted documentation was reviewed by Jaime D. Gascon, P. E.
NOA No.12-0516.02
Expiration Date: October 18, 2017
Approval Date: August30,2012
�(ytAS� Page I
NOTES: OUTSWING IMPACT FRENCH DOOR(S) AND SIDE LITE
CONSISTING OF (1) LITE OF 1/8" ANNEALED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM
HEAT STRENGTHENED GLASS.
CONSISTING OF (1) LITE OF 118' HEAT STRENGTHENED GLASS PLUS AN.090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEXIKEEPSAFE
E OF 3/18- HEAT STRENGTHENED GLASS.
CONSISTING OF (1) LITE OF WIV ANNEALED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM
GLASS.
E OF 3116" HEAT STRENGTHENED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEXIKEEPSAFE
MAXIMUM PLUS (1) LITE OF 3116- HEAT STRENGTHENED GLASS.
® E. 13116' LAMI IG NO (84W CONSISTING OF (1) LITE OF 311W TEMPERED GLASS, 114" AIRSPACE, (1) LITE OF 118' HEAT STRENGTHENED GLASS PLUS AN .090 PVB
INTERLAVER OF DUPONT BUTACITE PLUS (1) LITE OF 3116° HEAT STRENGTHENED GLASS.
2. DESIGN PRESSURES: SEE TABLES 1 AND2 ON SHEET 2.
A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300-04.
® B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 13OM4.
3. CONFIGURATIONS: X O XK✓( XO, DX XXO OXX, OJO AND OXXO.
4. ANCHORAGE: THE 33113%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL
SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS, SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE. FOR ANCHORAGE
REQUIREMENTS SEE SHEETS 8THROUGH 10.
S. SHUTTERS ARE NOT REQUIRED.
6. SEALANT: INSTALLATION SCREWS, FRAME AND PANEL CORNERS SEALED WITH CLEAR COLORED SEALANT.
7. REFERENCES:
ATEST REPORTS FTL-4964, 6212 & 6884; ELCO ULTRACON NOA: 11.0406.01, 12-0120.09; ANSVAF&PA NDS-2005 FOR WOOD CONSTRUCTION AND ADM-2005 ALUMINUM
DESIGN MANUAL
& THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY
HURRICANE ZONE (HVHZ).
9. CONFIGURATIONS WHICH CONTAIN A SIDE LITE TO DOOR CONNECTION:
A. THE LOWER DESIGN PRESSURE FROM TABLE 1. OR 2. PREVAILS,
B. FULL LENGTH REINFORCEMENT (ITEM 22 SHOWN IN SECTION E-E, SHEET 6). IS REQUIRED ONLY AT ALL DOOR TO SIDE LITE CONNECTIONS FROM
TABLE 1., SHT.2. REFER TO TABLE 2, SHT.2 FOR DOOR TO SIDE LITE CONNECTIONS WHICH DO NOT REQUIRE ITEM 22 REINFORCEMENT. �'
93 93 A F(
NOA DRAWING MAP
TOPIC
SHEET
GENERAL NOTES ............
1
CONFIGURATIONS...........
I
GLAZING DETAILS ...........
1
DESIGN PRESSURES......
2
ELEVATIONS ...... ........
_... 3
VERT. SECTIONS .............
4
HORIZ. SECTIONS ...........
6
PARTS LIST ............ _........
6
EXTRUSIONS ..................
6.7
ANCHORAGE..............
_.... 8.10
GLASS ABBREVIATIONS
AN. a ANNEALED
HS. - HEAT -STRENGTHENED
TP.-TEMPERED
UL
NO
N
� W
W
93W
4 Z
g pdp, N
$ Q N
U�
a
� 0 O
N LL
❑ ca10
Z
C7 Z
❑ W
�� — $ ❑ CZ M'C W
30 30 30
90 �x�R
73 jMlWS BITE 73 10GLASS BITE74 112° GLASS B TEEXIEMOR EXTERION FMEMOR(� Gi 94 a 94
td
1WAN.OR 3/16"AMOR„ 114"AIRSPACE 3/10°HS.
HS.GLASS HS. GlAS.4
3118° HS. 3H8° HS. 3/18"TP. GLASS GLASS
``` 1UUa pl
Aso PVB INTERLAYER GLASS .090 PVB INTERIAYER GLASS 1 i
(DUPONT BUTACITE OR (DUPONT BUTACITE OR �JAV
SAFLEMEEPSAFE SAFLEXMEEPSAFE .090 PVB INTERLAYER 118° HS. GLASS �g- *, /�
MAXIMUM) MAXIMUM) (DUPONT BUTACITE)
31NOM. 7116°NOM. 13/16"NOM.
8'
GLASS STACK GLASS STACK GLASS mil O _ w STACK '
3/6" LAMI NOM. 7/16" LAMI NOM. 13/16" LAM IG NOM. ''gory : `y:�
GLAZING OPTION A OR B, NOTE 1 GLAZING OPTION C OR D, NOTE 1 GLAZING OPTION E, NOTE 1 %y4z, ..........
oF��
NOTES:
1.OLAS3 TYPES:
A.318° LAMI (1!8"A, .090 PVB, 3118° HS)
B. 3/8" LAMI (11W HS, .090 PVB, 31W HS)
C.711B'LAMI (3116'A, .O90 PVB, 3H8°HS)
pxoo°crnv+"I"'^
mppmpY6is "asc:"•.ms
A.-Pl4Wm (2_2 _♦ z
paepiurcew �;�j,
BxyitN?"Detq I j
B 14
f�0 p nao
D. 7118' LAM] (311V HS, .090 PVB, 311V HSI
® E. 13118' LAMI IG (am W TP,1/4' AIRSPACE. 118" HS, .090 PVB. Wig' HS)
2. COMBINED DOOR & SIDE LITE WIDTHS FOR TABLE 1 OR 2
MAX OXXO WIDTH - 731/2"
MAXOXOWIDTH=1091I2'
MAX XXOIOXX WIDTH =107314'
MAX. OXXO WIDTH =143 311P
3. SINGLE DOORS 33 6/8' WIDE OR OVER AND THE OPERABLE PANEL OF DOUBLE DOORS 641/8'
W0)E OR OVER FROM EITHER TABLE COMPLY WITH THE EGRESS REQUIREMENTS OF THE
FBC. NARROWER DOORS MAY BE USED WHERE EGRESS IS NOT REQUIRED BY CODE.
4.OESION PRESSURES UNDER 40 P.S.F. ARE NOT APPLICABLE IN MIAMI-DADE COUNTY.
N
3
N
,8 0
N
$
$
f
U
a
Ul i
W
J'
p
O
o
W
W
�
�
6. EXAMPLES OF COMBINED DOOR AND SIDE LITE DESIGN PRESSURES:
IX. A FROM TABLE I.
OXO WITH GLASS TYPE A
30" WIDE x SW HIGH SINGLE DOOR WITH 2V SIDE LITES
DESIGN PRESSURE =+87.61-07.0 PSF
EX B FROM TABLE I.
OXXO WITH GLASS TYPE A
68- WIDE x 86' HIGH DOUBLE DOOR WITH 381W SIDE LITES
DESIGN PRESSURE e+70.41-70A PSF
IX. C FROM TABLE 2
OXO WITH GLASS TYPE C
(9
O
WO
Q
�
N
K
G.
Z
C7
uj
WO
ca
it
O
0
U
IL
p7
E G
LL
O
N
F
Z
d
LL
'
g 11
8
30"WIDE x 87 314' HIGH SINGLE DOOR WITH 26' SIDE LITES
DESIGN PRESSURE c+43.6/d3.6 PSF
Fq�
EX D FROM TABLE 2
OXXO WITH GLASS TYPE C
'y' R
�'xd
83 3W WIDE x 80' HIGH DOUBLE DOOR WITH 26- SIDE LTTES
DESIGN PRESSURE a+43,1/-03.1 PSF
8. FOR COMBINED DOOR AND SIDE LITES FROM TABLE 1, WHICH
REQUIRED REINFORCEMENT AT DOOR TO SIDE LITE
4q?
pin
b�
o
CONNECTION SEE SECTION E.E. SHEET FOR REINFORCEMENT
DETAIL
_ , a
51 * R �'Z R
� � ?-
9
YyOy •. `i :.0h` n
�� lyb •.......••• D ` 1
TABLE 1. DESIGN PRESSURES FOR ALL CONFIGURATIONS
APPROVED CONFIGURATIONS: X XX, O, OX XO, OXO, XXO, OXX 8 OXXO
(FOR DOORS W/SIDE LITES THE LOWER DP FOR THE DOOR OR SIDE LITE PREVAILS)
REINFORCEMENT IS REQUIRED AT DOOR 8 SIDE LITE CONNECTIONS
DOORS WITH GLASS TYPES q B. C, D OR E
HEIGHT
X_WIDTH XX WIDTH 6°_793/4" 7°-833/4" 87314" 913/4" B°-953/4"
3° 37112" g° 713/4"
+75.0 -75,0
+75.0 -75.0
+75.0
-75,0 +75.0 -75,0 +75.0
-75.0
O WIDTH
27 314"
SINGLE SIDE LITES
WITH GLASS TYPE A
+75.0 -75.0
+75.0
-75.0
+75.0
-75.0
+75.0
-76.0
+75.0
-75.0
361l8"
+75.0 -75.0
+75.0
-75.0
+71.4
-71.4
+67.8
-67.6
+g4,2
-g4.2
363/4"
+75.0 -75.0
+7q,9
-74.9
+70.4
-70.4
+66.6
58.8
+63.1
-63.1
O WIDTH
SINGLE
SIDE LITES
WITH GLASS
TYPES B, C,
D OR E
36314"
+75.0 -75.0 +75.0 -75.0
+75.0
-75.0 +75.D -75.0
+75.0
-75.0
TABLE 2. DESIGN PRESSURES FOR COMBINED DOORlSIDE LITES ONLY
APPROVED CONFIGURATIONS: OX XO, OXO, X%O, OXX 8 OXXO
(THE LOWER DP FOR THE DOOR OR SIDE LITE PREVAILS.)
REINFORCEMENT 19 NOT REQUIRED AT DOOR 8 SIDE LITE CONNECTION
GLASS TYPES B, C, D OR E
HEIGHT
%WIDTH
XX WIDTH
6°-79314"
7°-833/4"
873/4"
91314"
8°-853/4"
2° 25112"
q° 47 3/4"
+58.6
58.6
+55.4
-55.4
+52.4
52.4
+49.8
-09.8
+47.4
-07.4
27 1l2"
51 3/4"
+54.9
-54.9
+51.8
-51.8
+48.0
-09.0
+46.5
-46.5
+44.3
-04.3
2912°
55314°
+51.7
51.7
+q8.8
•48.8
+46.1
-08.1
+q3.8
-03.8
+41.6
-41.6
2° 31112"
g° 593/4"
+49.0
-49.0
+46.2
-46.2
+43,6
-43.6
+41.4
-01.4
+39.3
-39.3
28 33112°
5+ 633/4'
+q3,1
-43.1
+43.7
-03.1
+41.5
-01.5
+39.3
39.3
+37.3
-37.3
351/7'
673/4"
+38.1
58.1
+38.1
-38.1
+38.1
J8.1
+37.5
-37.5
+35.6
35.6
3° 37112"
g° 71 3/4°
+34.0
-34.0
f34.0
34.0
+34.0
-34.0
+34.0
-34.0
+34.D
J4.0
O WIDTH
GLASS
TYPES q B, C, D OR E
103/4"
+75.0
-75.0
+75.0
-75,0
+75.0
-75.0
+75.0
-75.0
+75.0
-75.0
123/4"
+7b.0
-75.0
+75.0
-75.0
+75.0
•75.0
+75.0
-75,0
+75.0
-75.0
SINGLE
19"
+72.4
-724
+68.5
-88,5
+g5.0
-65.0
+g1.9
51.9
+59.0
59.0
SIDE LITE
21 314"
+64.5
-64.5
+61.0
-61.0
+57.8
57.8
+55.0
55.0
+524
-52.4
273/4"
+52.9
-52.9
+49.8
-49.9
+47.2
-07.2
+44.7
-04.7
+42,6
-02,6
361/8"
+35.2
-35.2
+35.2
-35.2
'+35.2
-35.2
+35.2
.95.2
+34.4
54.4
36 3/4°
+34,0
-34.0
+34.0
-34.0
+34,0
-34.0
+34.0
•34.0
+34,0
.94.0
�M MIAMI—DADE COUNTY, FLORIDA
Epr PRODUCT CONTROL SECTION
DEPARTMENT OF PERMITTING, ENVIRON ENT, AND REGULATORY 11805 S.W. 261° Streel, Room 208
AFFAIRS (PERA) Miami, Florida 331752474
BOARD AND CODE ADMINISTRATION DIVISION T (786) 313 2590, F (786) 315-2599
PGT Industries
1070 Technology Drive
Nokomis, FL 34275
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 Dada 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. 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 Ve
DESCRIPTION. erles "SH-700" Aluminum Single Hung Window- L.M.I.
APPROVAL DOCUMENT: Drawing No. 4040-20, titled "Alum. 1ng a Hung Window, Impact", sheets 1
through 11 of 11, dated 0910Y2005, with revision "D" dated 10107/2011, prepared by manufacturer, signed
and sealed by Anthony Lynn Miller, 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 and Small Missile Impact Resistant.
Limiwiom Miami -Dade County Product Control Approved Shutters Or Protection Devises shall be
required for Glazing Option " 10" at installations above 30 Ft, above ground (See sheet I of 11).
LABELING: Each unit shall bear a permanent label with the manufacturers 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 No. 11-0405.10 and consists of this page 1, evidence pages E-1, E-2 and E-3, as
well as approval document mentioned above.
The submitted documentation was reviewed by Jaime D. Gascon, P. E.
NOA No.11-1013.14
Expiration Date: March 26, 2016
1c Z� 11 Approval Date: November 03, 2011
Page 1
63 IV MAX. FLANGED WIDTH®
621/8"MAX. I.F. WIDTH
49 Sr MAX. FIXED
D--1
OLD (ALL)
76' MAX.
SELL
TABLE
O
I.F.
p� HEISiHT
8E ,
TABLE III x v II MAIL
IMAXI .SASH
48174° MAX
DENT DLO (AO
DETAIL A
1/1
— 76' 6L
A I.F.
HEIGHT
0 yy I®
DETAIL B
VIEW (STANDARD SASH)
E►1
F—JKOFI�HT
SEE DLO TABLE X j I SASH SEE DLOrLE X j SASH
HEIGHT HEIGHT
B I
DETAIL D DETAIL E
VIEW (CUSTOM SASH) RADIUS TOP (CUSTOM SASH)
NOTES:
1. SEE SHEET B FOR VERTICAL AND HORIZONTAL SECTION DETAILS.
2. SEE SHEET 7 FOR CORNER DETAIL VIEWS.
3. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE INFORMATION.
4.SASH HEIGHTS FORSTANDARD SASH WINDOWS (DETAILS B&C)ARE BASED ON ATHREE OVERTWO FORMAT.
C►1
VERTICAL
OPENING
T
DETAIL
FIXED LITE
LOW I
BILL
HIGH
BILL
A
34 1/2"
1 34 311
B
416/8"
1 411/4'
C
411/4°
40718°
D
62618°
5211/18°
E
62114"
62 BMB"
BASH
DETAIL
LOW
SILL
HIGH
1 BILL
A
3412°
34 3116'
B
27 7116°
27118'
C
277116"
1 27118"
D
16 318"
15314
E
183I8"
159/4"
TABLE 6.
*j No. 5B708
a_
A. 11/19NB B ADDINIBBR4L F/N RVBieION CH0. NOTE8 A0D NOTEA F.aa0X 14fY ..`...... .......��......_.....�.... ..... ..�. ..
w° NDImMB,R.1TlM, lWR4r Bstar •r°eae u. swr A. LY(•(fdM18BE P.E.
FX 9/1N5 JJ TI4LD1 81(!Q1 Nis 4 • 11 4646,20 D FL REA BUM
0
MEETING RAIL
x
.O.
MEETING RAIL
x
CUSTOM VIEW& RADIUS TOP FLANGE OR INTEGRAL PIN WINDOWS W/ HIGH SILL OPTION®
TABLE 3.
BASED ON FLANGED D TIP-T0.TIP RAMS DIMENSIONS
WINDOW HEIGHT MINUS BASH HECHT OHAN•
WINDOW HT. W/ BASH • m• FLANGED AND Ir 01ITEOML FIN) MINUS
WIDTH GLASS TYPE 17110" 2211/1P 2talle" as L1° 3s0Hs° N1311s• seal!" 1/151P SASH
53118" D,EF,AK,L +80.0 -no +60.0 -00.0 + LO 20.0 +p0.0
-00.0 +m.0 -70.0 +70.0 •70.0 +70.0 -m.0 +m.0 -m.0
MEETING RAIL
x
�
Mn�tln klmNs
muia0m' O14
gwcpmimNo
n0
uunr
Ni�Y
NOTES:1. WINDOWS WITH THE LOWSILL OPTION ARE LIMITEDTO A POSITIVE DESIGN PRESSURE OF+64.0 PSF OR LOWER AS SHOWN IN THE TABLES. NE(OkTP/EDESIGN
v;.•
PRESSURES ARE UNEFFECTED.
2. FOR INTEGRAL FIN WINDOW DESIGN PRESSURES USE THEABOVE TABLES BY DEDUCTING PFROM THE FLANGED
TIP -TO -TIP FRAME DIMENSIONS
Z * NO. Sp705
•,
S. AVAILABLE SASH HEIGHTS FOR CUSTOMWINDOWS ARE 12 E16' MINIMUMTO M' MAXIMUM.®
`A'•. 1 I+W j ��
-°
O
^.�•'••..
JJ.
J.R.
f007M1
ow1A1
D
c
AV ladW0E87MBBIGSr
awnsDGwmkeB711sroTEMgvrmFRavxv
x01m1®IR.atae
FQ00%�+
M01�165P
rL
�'3F�
DESIGN
,FLORI�P''
^""OSIONmm
ALYPIIII�'MIll1P.E
ALUM .S/NGLEHUNOW/NDOWIMPACT
1ma1S
S
7
.Px
W� r
Pic��
rIlSW
N7S 3 • 1f IOC4Z0
D
FL P.E.O Same
1H FLANGE OR INTEGRAL FIN WINDOWS Wf HIGH BILL OPTION -
BASED ON FLANGED WINDOW TIPd0.TIP FRAME DIMENSIONS
WINDOW 161GIIT
XRDrx GLASS True ea• Ba^ ro• 7C sr
rr
TABLE 1.
70°
Ie"
AA,M
+e0,0
-00.0
+00.0
-00.0
+e0.0
-p0.0
+e0.0
•aQ0
HI0.0
•50.0
+eD.0
-00.0
+80.0
-00.0
t2p
A,B,M
+p0.0
-0QO
+50.0
-00.0
+80.0
-00.0
+60.0
-00.0
+po.0
-00.0
+80.0
-00.0
+ra0
•m.0
f2"
A.B.
+e0.0
-0D.D
-00.0
+80.0
-00.0
+p0.0
Z.
+7dB
-m.B
.n.3
•n.a
H6.D
•7a.0
W 7/e•
A,B,M
+BD.0
-00.0
+e0.0
-00.0
+70.a
•78.D
+Td2
-TBJ!
+m.8
•m.D
+7d1
•7d1
NI.0
.71.0
UP TO0a1
GD, ,O,X,I,J,K,L
+p0.D
-00.0
+SQO
-00.0
+80.0
-0D.0
+60.0
-00.0
+p0.0
-00.0
+e0.0
-0QO
+80.0
-00.0
STANDARD VIEW S RADIUS TOP FLANGE OR INTEGRAL FM WINDOWS WI HIGH BILL OPTION ®
BAKED ON FLANGED WINDOW TIP-T0.TIP FRAME DIMENSIONS
WINDOW FONT
wIDrN GLASS TYPE e1 aIC a• W B1T a• rr 71•
TABLE 2.
m•
Ip'
A,
+80.0
-00.0
+pQO
-00.0
+e0.0
-00.0
+p0.0
-00.0
+70.0
-m.0
N0.0
•ra0
+70.0
-70.0
p0•
A.B.M
+00.0
-00.0
+00.0
-00.0
+e0.0
-00.0
-m.0
+ra0
•ra0
+70.0
-m.0
Br
A.E.
111
GLASS TYPES:
761T REPORTS TABLE 4.
A. 6116'IAMI. 1/0'A.020,1/C
FTWS/7, /a1S, 172a, W57
B, BI10'IAMI. 1/S'A,.020,T
F1W6/7, /B1B
C. e116'IAMI. 1/CIq,.OB0.1/B'HS)
FIL/e/7, IBIS
D, 7110' LAAiI• 18°A„ODD, 2110'A
F7L/&p, /DB6
H.7/1T U1M1- 1S`A,.OD0, 916'H91
FTL•/8/6
F. 7/16' IAMI- (ar1CHB,.OD0.a116'HS
FTLie/6
G, 19118' IAMI q • 1/S T. AIR SPACE, elfb' IAMI. 1ICA,.OD0.1B'A
FTLI61B, 1729
R 19118° 1/11A1 q -1/6° T. AR SPACE, 6HB' (AMI. 116'A,.OD0,1/e'
F74/MB
6 1a110•lAMlq•119'T.AR SPACE, 6118'U1MI. 1/e9b,.OB0.1/e'HB
F7WBI8
A 19118° IAMI IG- tICT, AR SPACE, 7I1S' IAMI • iB'A,.ODO, 9/16'A
F11A84D, 4e50
K. f0/1a' IAMI q-118' T, AIRSPACE, 7HS' LAMI • (9115°A,.OD0. 9118•HB
Fll./a40. OBpD, IDSB
L f0/iS° 1/1A11 10. Ue° T, AR SPACH, 7/1S' IAMI- �1S'NS,.DDD, 3118'H8
FiLJBId /Dp0
M.1aI1B' 1AL11 q • 1/B'A, AN SPACE, 6HC LAM] • (118'A,.OD0. 1le'A
FTL-60B9
ILE COPY
MIAMI•DADE MIAMI—DADE COUNTY, FLORIDA
PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208
BOARD AND CODE ADMINISTRATION DIVISION T (796) 315-2590 F (786) 315-2599
NOTICE OF ACCEPTANCE (NOA) mmmiamidade.Qov/eennomv
PGT Industries
1070 Technology Drive
North Venice, FL 34275
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 RER—
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.
RER 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 Velo ' Hurricane Zone.
DESCRIPTION en "PW 70 7201820" Aluminum Fixed Window — L.M.I.
APPROVAL DOCUMENT: Drawing No. MD-720-820, titled "Series Fixed Window Installation
Guidelines", sheets 01 through 10 of 10, dated 07/14/03 with the latest revision dated 07/01/13, prepared by
manufacturer, signed and sealed by Anthony Lynn Miller, P. E., bearing the Miami —Dade County Product
Control Section Renewal stamp with the Notice of Acceptance number and Expiration date by the Miami —
Dade County Product Control Section.
MISSII.E 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 tho job site at the request of the Building Official.
This NOA revises and renews NOA No. 11-1110.15 and consists of this page 1 and evidence pages E-1
and E-2, as well as approval document mentioned above.
The submitted documentation was reviewed by Jaime D. Gascon, P. E.
NOA No. 134502.03
Expiration Date: February19,2019
Approval Date: July18, 2013
Page 1
1) THIS PRODUCT HAS SEEN DESIGNED A TESTED TO
COMPLY WITH THE REQUIREMENTS OF THE FLORIDA
BUILDING CODE, INCLUDING THE HIGH VELOCITY
MVlULICANE ZONE(HMQ}
2) ND -BORNE GEMS
NOT REQUIRED WHEN USED W
WIND-BORNE DEBRISEEOION HE H V.THEWSULATEDOUTBOARD
LISTALLAT IONS ABOVE SO IN THE HVIIE, THE OV TBOARO
LRE (CM)MUSTTEMPERFD.
3) FOR MASONRY APPUCATK W S IN MAMIpADE MUM.
USEONLY MAMIMDE COUNTYAPPROVEDMASONIR
ANCHORS.MATEfiBY9 USED FOR ANCHOR EVALVATION9
WERE SOUTHERN PINE. AST MCONCRETEMASONNY
UNITS AND CONCRETE WITH MIN.
NSI PER ANCHOR TYPE.
Q ALL WOOD SUCNSALLATINS1lXWO IC GUMS BE
CONSIDERED 1X INSTALLATIONS. CCKVOD GUMS ME
OPTIONAL m UNRIS INSTALLED DEtEORYTO SVe3TRATE
WOOD BUCKS DEPICTED AS 2XARE
ETH
GREATER. 1% AND YKBONMEN USED) SHALL
B E
DESIGNEDPROPERLYTRANSFELODSTOTTHE
STRUCTURE. WOOD SUM DESIGN AND
TE TURE.WOODSUMESINANDINSTALLATION
NIS
THE RESPONSIBILITY
ESPONSI OFTHE ENGINEER, (EOR)OR
ARCWiCTOFmoM,(AORj S)ANCHOREL DIMIMO M O MASSMAIERE SHALL S
SEYONDNT EMBEDMENT.
ARROW) TNT SEALANT
OF
SUFFICIENTTR 0OR ITtST.NARROWJOBJTSTALLATO USED
ON ALL FOUR CORNER9 OF THE FRAME. INSTALLATION
ANCHORSSHOULD BERATEGYFORWAT
SEWNQTVSHINOSTRATEGYFORWAIERRESISTANCE OM
THESOATION6NALL IEDONEBYOTHER9AND IGBEYOND
THESCOPE OFTIIESE WSERUCROH&
B) MAX 11Y SHIMS ARE REQUIRED AT EACH ANCHOR
LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE
APPSUBSTRATE.USE SHIMS UM13. BY OTHERS,
EST BE
SUF IED LOADS. W000 BUCKb, BYOTLOA& MUST BE
SUEFlBYTH WINDHORE010 RESISTIOADS IMPOSED ON
THEN BYTHE WINDOW.
7) DESIGN PRESSURES:
A NEGATIVE DESIGN LOADS BASED ON 6713UCTUPALCYCLE
TEST PRESSURE, FRAME ANALYSIS AND GLASS PERASIM
E130009.
B.POSRNESTRUM LOADSBCiEDONTPRVIS RL
PPESSUNE, &TRUCTURAUCYCLE TEST PRE85UFlE FRAME
ANM.YSIS MAD OLASSPERASTM E130008.
B) TiIEANCHORAOE METH00.95NOWN IUVE MEEN
DEME OUIMODETHEWINOLOAOSC ER IPONDING
IN THEREQUIREDDESIGN SEDSSURETHEGNOFe STRESS
INCREASE HAS NOTBEEN USED INTHEDESIGN OF THIS
THE EVAT.THEH LOAD OUMTION FACTOR WASUSEO FOR
THEEI OCONTOF WIDO HERDW000.ANCHORSTHAT
COME IMO CONTACTWITH OTHER DISSIMI W 0. MATERIALS
sHALL MEET THe REGUIRELIEl1T9 OF THE FLOPoDA
BUILD W 0 CODE FOR CARRO610N RFSIST/NCE.
EILOO ULTRAW:TESTAEPORTSFTW3)(NQA; 6 w
ELCGULTRACANNOA;ELCOCEEEE=5)ANA;ANSVPFAPA
NOS FOR WOOD CONSTRUCTION •(2W5)ANO ADM
AUIMWUM OESIGNMANUAL•(20DS}
10) THE T20 SEPoE9 USESAPVB IMEIMYER,lHE820
SERIES USESANSG WIFAIAYER. THE]20NlD 820SERIES
MAY ALSO BE gEFERREDA311ff T0161DiP$.
DE610N PRESSIIREMiWO
IMPACT RATING
VARIES,
SEESHEETS2E
R7TFDFOREARGE85MALL
MISSREIMPACTRENSTPNCE
4B'TIP-TO.TIPWIDTH
Aa' a WDTH
HSc A IN N
BnDBIE
LIGHT WIDTH LIGwmm
B, SHE TB �� PMAK ,SHEET7 { Pam,
p � E,SH
A 0 SHEETT O,SH
SHEETS SHEETS BIN:K SHE1ETT BB'
1 L I HEIGHT
} I BUCK
L f------- I L—------- MIGHT
I Bath L
12'MAX i / MIME 1TW1X OG LIGHT O.C. V1
HEIGHT LIGHT S'O
BBHEIGHT-
1
TP lO
1 i HEIpO 1 I
B' B-+{ jf- 1T� P L+D—^{ F— 1TMNLO.G
MAX MEETS MAX SHEETT
TYP. FLANGED FRAME TYP. EQUAL -LEG FRAME
ELEVATION(TESTED UNIT) ELEVATION(TESTED UNIT)
FIGURE 1:
T
MAX
DESIGN PRESSURES.__— M
INSTALLATION, FLANGE-_ 6
INSTALLATION. EQUA1,LEG-7
INSTALLATI ON, INT. FIN A..........8
INSTALLATION, WT. FIN&......-8
CORNERASSEMBLY...._.-.-10
EKTRV81014 PROFRES.___..10
PARTSLIST_----.---_ f 0
Tf
DeeotlpfgB
8Me1
1
]11P L'M 1PM-.IIBITPVB-SHB'IL4
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s
•SO•e•pU - SENTHYGLASIMERIAYER BY EL DUPONT
DENEMOURSSCO., WC.
48-SUM WIDTH
45-1/PVISIBLE
MGHTWIDTH
III HEIG J
111611I1 LIGHT
HEIOIT
---i Fes-- PMAXGG
TYP. FIN FRAME ELEVATION
(TESTED UNIT)
SNAPE9 AS SHOWN BELOW OR SIMRAR, NAY BE USED BY INSCRIBN#THE SHAPE IN ABLOCK
ANO OBTAI W NG DESIGN PRESSURES FOR THAT BLOCK SOE FROM THE TABLES ON SHEETS 2-B.
ANCHOR SPAGNO TO BE 8• MAX FROM CORNERS AND iT OC. MAX. FORALL CURVED fRM1E
MEMBERS SEEFlOVRE 1,THM SHEET.
WIDTH--i F- wtoTH-i I�N90TH�{ WIDTH -H
I I y I I I
1 I 1 1L JAL_ J
I.----rAmH - I-•- wETm --I F- wmTH -i r wgTH -1
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1 1 IL. J IL J
WOTH--i F- W DTH --I F' WIDTH -.-I F^ WIDTH --I
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58705
116
Window Design Pressure (44, pepforOlass Type 1
-i
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N
85
@
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00
104
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90
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•Im
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afm
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GLASS TYPE 3
bUBiMCT 1 •FROM THE TIRT6T� DIMENSION TO DEIERM19NE THE 41Uq(D4M EN81ON.
CONTRACTOR: East Coaslr jinum Products. Inc.
Applicable Codes, Regulations, and Standards
1. The 2010 Florida Building Code, specifically Chapter 16 Structural
Design, Chapter 20 Aluminum
2. ASCE 7-10.
Wind Loads
1. Building Occupancy Category, Paragraph 1604.5 and Table 1604.5:
Risk Category U.
2. Basic Wind Speed, Table 1609C, State of Florida Debris Region &
Basic Wind Speed, Paragraph 1609.3.1 and Table 1609.3.1
Equivalent Basic Wind Speed Vm;T =165 MPH, VA =128 MPH
3. Exposure Category, Paragraph 1609.4.3: D
Scope of Work:
1. Replacement of 4 Single Hung Windows with Impact Rated
Windows.
2. Replacement of 1 Picture Window with Impact Rated Window.
3. Replacement of I Doorwith Impact Rated Door.
Builder / Permit Application is to provide Florida Product Approvals
meeting required design pressures.
Impact -resistant glass must meet sea turtle protection lighting
ordinance requirements.
M
QED USING THE ADVANCED
OUNCIL'S WEBSITE
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WINDOW / DOOR OPENING SCHEDULE
MARK
SIZE (W"xH)
DESCRIPTION
MANUFACTURER
SERIES #
APPROVALS
DESIGN PRESSURE
Q
49"x72"
SINGLE HUNG
PGT
SH700 WINGUARD
NOA# 11.1013.14
55.8/-56.1 PSF
Q
17"x72"
PICTURE WINDOW
PGT
PW701 WINGUARD
NOA# 13.0502.03
63.6/-61.3 PSF
Q
40"02"
SINGLE HUNG
PGT
SH700 WINGUARD
NOA# 11.1013.14
56.8/756.8 PSF
4Q
36"x80"
SINGLE FRENCH DOOR
PGT
FD101 WINGUARD
I NOA# 12-1051.02
1 56.8/-56.8 PSF
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DOOR-36%80"
x PARTIAL WALL PLAN
UNIT# 116
x
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PARTIAL UNIT PLAN
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DRAWN BY
EB
DATE DRAWN
11/20/14
REVISION
t
8 -
SHEETNO:
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A-1