HomeMy WebLinkAboutSUBMITTED PAPERS1.
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Perm-tN-�mber: O-MLF
St. Lucie County
Building & Zoning Department
2300 Virginia Avenue
Fort Pierce, FL 34982
772-462-1553
SCANNED
BY
St. Lucie County
APPLICATION FOR REPLACEMENT OF
WINDOWS, SKYLIGHTS, SWING & SLIDING DOORS
SEE REVERSE SIDE FOR INSTRUCTIONS DATE: 4�-107
LOCATION/SITE ADDRESS: 31 C 0 N 0. A I A :PT. A t E 2eC-, iw l. 3 s4WQ
PARCEL ID NUMBER: 1435-60b- Opp 2. — ODO— 1
a 51 TWP I34 5 I RNG 149 I MAP II hs sl ZNG LN UA LU
DESCRIPTION OF PROJECTOR WORK ACTIVITY: 'l 6 0LAC.e: SL (h fL)n Qfts -b000 r
W- P&T 'GmppaT W INr.,L&M SGD
TYPE OF STRUCTURE: SFR MOBILE HOME OTHERp
5. OWNERS INFORMATION
Name: LARi2y BECK
Address:
�1 Q No'
Ate * 302Nn�te * 302
City: State:
Phone: Zip:
77�-rfb5-�klSS ,3dGr1A
6. CONTRACTORS INFORMATION
FL REG/CERT #: ^ C—C.. DOS! Q ry
COUNTY CERT p: C_
1Q57o
Business Name:
FL' AI�alta�c � Vasc S�o...C, T,tr
PA• ��z-1 s8s8
Fa. 7 7 2 - 4l61- BASb
Product Table 1606.2B
15' maximum height
Minimum Design
Pressure
Design
Pressures
Manufacture
Model
Number
Method of Attachment
As per 1707.4.4.1 FBC
30 mph
140 mph
Windows & Skylights
Exposure B
40.7
47.2
Exposure C **
1 57.1
Swing & Sliding Doors
Exposure B
38
1 44
1
p(� (. �IJ�
30
Exposure C **
53.2
Sealed calculations from an engineer can be submitted instead of minimum design pressures indicated above.
Detail of Buck attachment must be submitted with this application.
7. VALUE OF CONSTRUCTION: $ 5792 . oo FEES
OWNER'S AFFIDAVrr: I certify that all of the information contained in
compliance with all applicable laws regulating o
CWM'b scbot H-0maShcu
PRINT QUALIFIERS/OWNERS NAME
STATE OF FLORIDA, COUNTY OF
"M - 20-0 , WHO ISM P SON
all war ciE-"be done in
BEFORE ME THIS 142 DAY OF
WHAS PRODUCED CATION.
�Li% my COMMIISS ON N DDI. 829
TYPE OR PRINT ��aIi�R11tI$15M .1D70
IAOM1INOTMY n. NauryOiscaml M1aoe Cn
PERMIT NUMBER:
TITLE: NOTARY PUBLIC COMMISSION NUMBER
NOTICE TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING
TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING,
CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF
COMMENCEMENT.
INSTRUCTIONS E . ...
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, Doors to be used for only 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, must be permitted through
the regular building permit,review process. The information to be provided with this application includes:
LOCATION/SITE ADDRESS: ..............................................
2. PARCEL II5 NUMBER :..............
Indicate the street address, or general location, of the property on
which the building activity is taking place.
Indicate the Property Tax Identif cation Number for the property on
which the building activity is taking place. .. , . ...
' 3: "DESCRB'TION OF PROJECT OR WORK ACTIVITY........ Briefly describe the building activity under permit application.
4. OWNERS INFORMATION:...... ............... I.......................... Indicate the name and address of the owner of the property on which
the product is to be installed.
CONTRACTORS INFORMATION%.
6. VALUE OF CONSTRUCTION: ...........................................
Indicate the State of Florida (if applicable) and St. Lucie County
contractors 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 complete and filed with the Department no
later 4:30 P.M. each business day. No applications will be accepted for processing after 4:30 P.M. 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 4 Overhead doors replacement Permit, the scheduling of all required inspections
may be made by calling (772) 462-1261. -
SLCCDV FORM NO: 006-05
Code Compliance Division
2300 Virginia Avenue
Ft. Pierce, FL 34982
Phone: (772) 462-1553 Fax: (772) 462-1148
httpJ/stiuciLco.gov/ce
BUILDING PERMIT
Issued: 04/20/2007 Conf #: 800 Permit #: SLC- 0704-0303
Job Location: 3100 N A 1 A 302 City: FORT PIERCE
Permit Type: Building (Miscellaneous)
Job Description: REPLACEMENT OF SLIDING GLASS DOORS WITH PGT IMPACT WINGUARD SGD
Subdiv: Sands on the Ocean Section 1 - Condo
Lot:
Block:
Parcel: 1425-606-0002-000/2
Page 1
Contractor THOMPSON EDWARD S T/A FL AWNING GLASS & SCREENIN, (772) 461-8500
480 SOUTH MARTKET AVE FT PIERCE, FL 34982
Property Owner LARRY A. BECK (772) 465-4455
310ONAlA
Property Owner JACQUELINE J RINKER
3100NA1 A
Setbacks Left:
Number of Units: 1.00
Minimum Floor Elevation:
Job Value: $ 5,792.00
Right: Front:
Floors:
Flood Map:
FORT PIERCE, FL 34949
FORT PIERCE, FL 34949
Rear:
Buildings: 1
ytTrrt•- i
(772)465-4455
Zoning: HIRD
Square Footage: 0.00
Elev:
Permit holder acknowledges through acceptance of this permit that separate permits must be obtained as required by the Florida Building Code
including those for all electric, plumbing, mechanical, roofing, and structural work. Further, he/she acknowledges responsibility to comply with all
requirements of the 2004 Florida Building Code.
NOTICE: In addition to the requirements in this permit, there may be additional restrictions applicable to this property that may be found in the
records of this County, and there may be additional permits required from other governmental entities such as water management districts, state
agencies, or federal agencies. s:553.79(10), F.S.
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR
BUILDING IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN
ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. s.713.135, F.S.
Raymond Wazny
Building Official Date
For Automated Inspections, Call (772) 462-1261
For Questions, Call (772) 462-2172
St. Lucie County Land Development Code Section 11.05.01 (A) (2) states; Building Permits shall expire and
become null and void if work authorized by such Building Permit is not commenced, having called for and
received a satisfactory inspection, within six (6) months from the date of issuance of the permit, or if the
work is not completed within 18 months (permit by contractor) or 24 months (permit by owner) from the date
of issuance of the Building Permit.
Code Compliance Division
2300 Virginia Avenue
Ft. Pierce, FL 34982
Phone: (772) 462-1553 Fax: (772) 462-2522
httpJ/stiucleco.gov/ce
Date: 20 Apr0 2007
Job Address: 3100 N A 1 A 302
Received By: spellsv
Paid With: CK
Building
Receipt
Paid By: FLORIDA AWNING, GLASS & SCREENING Sign:
Receipt M 0000053308
'ermit Number: SLC- 0704.0303
Amount: $155.00
;redit Card Number:
Check Number: 48843
Property Appraiser - St.Lucie County, FL Page 1 of 1
PROPERTY RECORD CARD
Larry A. Beck Record: 1 of 1
<<Prev Next» Spec.Assmnt Taxes
Exemptions Permits Home Print
Property Identification
`UGIE C
0Gy
Site Address:
3100 N A1A
ParcellD: 1425-606-0002-000-2
��
See/Town/Range:
25 :345 :40E
Account #: 8870
Map ID:
14/25S
Land Use: Condoe
Zoning:
City/Cnty: ST. LUCIE COUNTY
�t
Ownership and Mailing
Legal Description
Owner:
Larry A. Beck Jacqueline
J. Rinker SANDS ON THE OCEAN -SECTION
1- UNIT 302 (OR 1253-0890)
Address:
2900 N AtA # 4-B
Fort Pierce FL 34949
Sales Information
Dale Price Code
9/2711999 121000 00
6/5/1991 117000 00
7/1/1983 124200 00
Assessment Final
Total Land and Building
Deed
Book/Page
2006 Val:
285000
Land Value: 0 Acres: 0
WD
1253 / 0890
Assessed:
285000
Building Value: 285000
WD
0742 / 1942
Ag.Creditt
0
Finished Area: 1207 SgFI
CV
0406 / 0377
Exempt:
0
Taxable:
285000
TotalTax:
5705.78
BUILDING INFORMATION
.
No
Image
Available
Exterior Features
3900
View:
Ocean
RoofCover:
-
RoofStruct:
-
View
ExlType:
X131 - SndOTOcnSct
YearBlt:
1983
Frame:
-
Grade:
NT -NT
EffYrBlt
1983
PdmeWall:
-
StoryHght:
0010 - 1 Story
No.Units:
1
SecWall:
-
Interior Features
BedRooms:
2
Electric:
-
PrmintWall:
-
FullBath:
2
HeatType:
-
AvgHUFI:,
STD
1/2Bath:
0
HeatFuel:
-
Prm.Flors:
-
%A/C:
0
%Heated:
0
%Sprinkled:
0
Special Features and
Yard Items
Land Information
Type
Y/S Qty. Units
Qual. Cond.
YrBll. No. Land Use
Type
Measure Depth
PUNT - PUD UNIT
S 1 285000
AV AV
0 1 0400-Condo
N -No Land Val
0 0
CLiv - CondoLivArea
S 1 1207
AV AV
0
.
THIS INFORMATION IS BELIEVED TO BE CORRECT AT THIS TIME BUT IT IS SUBJECT TO CHANGE AND IS NOT WARRANTED.
http://www.paslc.org/prc.asp?prclid=142560600020002 4/17/2007
EDWIN_M. FRY, Jr., CLERK OF THE CIRCUIT. COURT_- SAINT LUCIE COUNTY
FILE it 3043637 (F --0OK 2802 PAGE 1154, Recorded 04/20/' � at 09:26 AM
Permit Now'-D-2N--m3 63
Smte Of F'LORthA
NOTICE OF COMMENCEMENT
Taxma 1,05- b06-6'030-060-7
County Of ST, kLLCSE
THE UNDERSIGNED hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter
713, Florida Seamus, the following information is provided in this Notice of Commrncemmt.
Legal Description ofproperty and atmet address, if eva lable 5Aiy—%T Odl 7' (6 / 6em-Sd�-7faA)/- UN t7' J947
OR —i.rade751l
Fee Simple Title holder (if other than owner)
Contractor 6NDARA SC0+4 'TF1Om PS ON —FL, At.hJtnlrbd Glass Phone 7Jz•¢bl•85aD
Address $80 S.. Mrtp KET Qns A FT P,�edF JCL. ?,d4d2 FaxM 77a-4G1-9gSo
Phone A
Fax A
Phone
Persons within the State of Florida designated by Oamer upon whom notices or other documents may be served as provided by
Section 713.13 (1) (a) 7., Florida States:
Name Phone4
In addition to himself, owner designates of
Fax q 1 to receive a copy of the Erasure Noticc aS provided n
Expiration date of notice of commencernmt is one year from the data ofrcc
STATE OF FLORIDA, COUNTY OF ---I • (u
Ardmoaledged before methis c70,day of
who bas produced as
(seal)
STATE OF FLORIDA
ST. LUCIE COUNTY
THIS TO CERTIFY THAT THIS IS A
TRUE=AND-CO_ RfIE_CT_COP_Y_OFTH
ORIGIN I
ST. LIE COUNTY
CLFiRKF CIRCUV Goue"
Date:
specified.
—�SIGNAI URE OF 3 1TARY
TYPE OR PRINT NAME OF NOTARY
NOTARY PUBLIC T=
COMMISSION NUMBER
MAUREEN 1. ALL
EN
MY MMMiSStON 4 DMtt919
�MXPIRF5:9MatlwO1. ]pt0
ur nwnomw�m
or
s
Code Compliance Division
2300 Virginia Avenue
Ft Pierce, FL 34982
Phone: (772) 462-1553 Fax: (772) 462-114B
httpJ/stlucILco.gov/ce
Permit #: SLCj�7g4_0303 "_'
Issued 04/20/2007
Job Location 3100 N A 1 A 302
Jurisdiction: St. Lucie County
Parcel: 1425-606-0002-000/2
Owner: JACQUELINE J RINKER
Conf M 800
.. aWil
INSPECTION CARD
Type: Building (Miscellaneous)
Double Fee: No
City: FORT PIERCE
Lot: Block:
Subdiv: Sands on the Ocean Section 1 - Condo
Flood: Elev: Flood Map:
Project:
Job Description: REPLACEMENT OF SLIDING GLASS DOORS WITH PGT IMPACT WINGUARD SGD
Contractor THOMPSON EDWARD S T/A FL AWNING GLASS & SCREENIN, (772) 461-8500
480 SOUTH MARTKET AVE FT PIERCE, FL 34982
Property Owner LARRY A. BECK (772) 465-4455
3100 N A 1 A FORT PIERCE, FL 34949
Property Owner JACQUELINE J RINKER (772) 465-4455
310ONAlA .
FORT PIERCE, FL 34949
Setbacks Left: Right Front: Rear:
Inspection Notes: ALL INSPECTIONS WILL BE DONE BY SPECIAL INSPECTOR FRANK FARLEY P.E.
SUB -PERMITS
Permit # Status PT Cert # DBA Owner / Builder Job Description
INSPECTIONS - For Requests, Call: (772) 462-1261
Permit # Code Description Priori Date Schad. Res Description Inspector Date Insp.
0704-0303 133 Window/Door Bucks 1
0704-0303 148 Window/Door Attachment 1
0704-0303 994 Final Engineer Report 1
0704-0303 999 Final Inspection 1
FtE�eeN1ED
JUL 3 0 2007
public Works
St. Lucie County, FL
FARLEY AND ASSOCIATES
Consulting Engineers, Inc.
7707 U.S. Highway 1, Suite #3, Vero Beach, Florida 32967
' Frank W. Farley P.E. 40111 - E.B. 6641 .
(772 ) 589-6229 (772) 589-2296 fax
(321)984-9661 (321) 984-9599 fax
3 July 2007
St. Lucie County Buildig Department
Virginia Avenue
Ft. Pierce, Florida
Ref: Window Sliding Glass Door Installation
The Sands Unit 302
Dear Sir:
As requested by the owner, Larry Beek, the undersigned inspected the installation of the
sliding glass doors performed by Florida Awing and Glass at the subject residence. The
doors were installed as required by the manufacturer and this office to withstand the
design wind pressures required by the 2004 FBC with the 2006 Amendments.
Should you have any questions, please feel free to call.
Sincerely,
Recb�°v v�,
JUL 302007
public WorKs
Fl
St. lyoie County,
FARLEY AND ASSOCIATES
I Consulting Engineers, Inc.
7707 U.S. Highway 1, Suite #3, Vero Beach, Florida 32967
Frank W. Farley P.E. 40111 - E.B.
6641
(772) 589-6229 (772) 589-29-2296 fax
(321)984-9661 (321) 984-9599 fax
3 July 2007
St. Lucie County Buildig Department
Virginia Avenue
Ft. Pierce, Florida
Ref: Window Sliding Glass Door Installation
The Sands Unit 302
Dear Sir:
As requested by the owner, Larry Beck, the undersigned inspected the installation of the
sliding glass doors performed by Florida Awing and Glass at the subject residence. The
doors were installed as required by the manufacturer and this office to withstand the
design wind pressures required by the 2004 FBC with the 2006 Amendments.
Should you have any questions, please feel free to call.
SI f 11
P 40111
R5LOV�n . -
1U1. 3 o 207
pgplic
4%
MIAMFOADE
t M LOH-DARE COUNTY, FLORIDA
MEIRO-DADE FLAGLER BUILDING
BUMDING CODE COMPLLANCE OFFICE (BCCO) 140 WESTFLAGLER STREET, SUITE 1603
PRODUCT CONTROL DIVISION Wt%FLORIDA 33130-1563
NOTICE OF ACCEPTANCE (NOA) �+h
PGT Industries, Inc.
1470 Technology Drive
Nokomis, FL 3427S
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction
materials. The documentation submitted has been reviewed by hfiami-Dade,County Product. Conml
Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and
other areas where allowed by the Authority Having Jurisdiction (AM.
ThisNOA shall not be valid after the expiration date stated below. The Adiami-Dade County Product Control
Division (in Miami Dade County) and/orihe AHJ (m areas dher>ban Miami Dade County) reserve the right
to have this product or material tested for quality "assurance purposes. If this pmdact or material faits to
perform in the accepted manner, the mamifiiatu er will incur the expense of such testing and the AID may
immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA
reserves the right to revoke this acceptance, if it is determined by Mami-Dade County Product Control
Division thatgiis product or mateial fails to meet the mrquiremands oftbe applicable building code.
Ibis product is approved as dmcnbed herein, and has been designed to comply with the Florida Building
Code, including the Ifigh Velocity Hurricane Zone.
DESCRIPTION: Series "SGD-730" Aluminum Sliding Glass Doors — L.M.i.
APPROVAL DOCUMENT Drawing No. 4406-1, tided "AhmL Sliding Glass Door, Impact', sheds 1
through 17 of 17, dated 4115105 with revision E dated 4117J06,prepared by roe rev, signed and sealed
by Lucas Andrew Tumor, P.K, bearing the Miami Dade County Product Control Revision stamp with the
Notice of Acceptance number and expiration data by the Miami Dade Comity Product Control Division
MISSME IMPACT RATING: Large and Small Missile Impact Resistant
LABELING: Each umt shall bear a pemianem label with the mamrfacturces name or logo, city, state and.
following statement 'Miami -Dade CountyProdnd Control Approved °, miless atherwise.noted harem.
RENEWAL of this NOA shall be considered after am6n al application has been filed and there has been
no change in the applicable building code negatively affect og the pufo»unnce afidW prcduet
TERMINATION of this NOA will occur after the expiration data or ifthere has,been .a revision or change
in the materials, use, and/or mamif tut ue ofthe product or process_ Misuse ofthis NOA as an -endorsement
of any product, for sales, adveitismg or any, otherpurpeces shall Y terri>i»aro tiffs NUA. Failure
to comply with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: Tire NOA member preceded by the words -Dade County, Florida, and
followed by the expiration date may be displayed in advettismg literature. If any portion of the NOA is
—_--displayed;,theniGshall=6ed_on--
INSPECTION: A copy ofthis entire NOA shall be provided to the user by the mamdactorer or its
dismbutors and shall be available for inspection at the job site at the mRaest ofthe Building Official.
This NOA revises NOA 4 0549&OS aiKl consists of this page land evidence pages E-1, E•2 and Fri, as
well as approval document mentioned above. t'
The submitted documentation was reviewed by Manuel Peres, P.E.
NOA No O64IM03
Fapiration DatC November ll, 2069
Approval Date: August 3, 20N
Pagel
GENERAL NOTES: IMP)
GLAZING OPTIONS: (SEE DETAILS ON
A 7/16' LAMI CONSISTING OF (1) LITE
INTERLAYER. TEST REPORTS FTL
C. 7116' LAMI CONSISTING
DUPONT BUTACITE OR 1
E. i 1116' LAMI I.G. CONSISTING OF (
THE 7116' LAM] COMPONENT IS IT
F. 11116' LAMI I.G. CONSISTING OF
THE 7116' LAMICOMPONENT IS IT
G. SAG"LAMI CONSISTING OF (2) LIT
l
>. CONFIGURATIONS: SEE OIMENSIONE
1. DESIGN PRESSURES: (SEE TABLES 1
A. NEGATIVE DESIGN LOADS BASED
B. POSITIVE DESIGN LOADS BASED ]
C. DESIGN PRESSURES UNDER 40 P
L ANCHORAGE: THE 33 V3%STRESS 11
L SHUTTERS ARE NOT REQUIRED.
L INSTALLATION SCREWS, FRAME ANC
i. REFERENCE TEST REPORTS: FTL411
i. SERIES/MODEL DESIGNATION SGD7:
OF 3/116' ANNEALED GLASS AND (1) LITE OF 3116- HEAT STRENGTHENED GLASS WITH AN .090 SENTRYGLAS PLUS{SGP)
,159 AND FTL-4161.
'OF 3116', HEAT STRENGTHENED.GLASSWITH AWF 090 SENTRYGLAS PLUS (SCP)4NTE?LP.YERt:.TEST REPORT:FTL-41M.
DF 3/16- ANNEALED GLASS AND (1) LITE OF 3116- HEAT STRENGTHENED GLASS WITH AN .090 PVB INTERLAYER OF
PSAFE MAXIMUM PVB, TEST REPORT FTL4171.
LOF9/16`WEAT STRENGTHENED GLASS WITH /W:090 PVBINTERLAYER OFDUPONT'BUTACITE OR SAFLEXA(EEPSAF
NOA DRAWING MAP
SHEET
LITE OF 3116' TEMPERED GLASS OUTSIDE, 7/16' AIR SPACE AND (1) 7/16' LAMI GLASS ASSEMBLY INSIDE.
GENERAL NOTES .............
GLAZING DETAILS
1
2
N CABOVE. TEST REPORT FTL-4162.
............
DESIGN PRESSURES .......
3
"
LITE OF 3116- TEMPERED GLASS OUTSIDE; 7/16' AIR SPACE AND (1) 7116' LAMI GLASS ASSEMBLY INSIDE.
ELEVATIONS .....................4
CONFIGURATIONS...........
5
0 D ABOVE. TEST REPORT FTL4162.
VERT. SECTIONS .............
6.8
1 OF 114' HEAT STRENGTHENED GLASS WITH AN .D90 SENTRYGLAS PLUS (SGP) INTERLAYER. TEST REPORT FTL-4163.
HORIZ. SECTIONS ............
PARTS LIST .......................
9.10
11
'
MEET 4 AND. DIAGRAMS SHEET 5.
EXTRUSIONS .................... 12.12-
ANCHORAGE................... ..14-1 i
(OUGH 6, SHEET 3)
TESTED PRESSURE AND GLASS TABLES ASTM E 1300.98.
VATER TEST PRESSURE AND GLASS TABLES ASTM E 1300A8.
IOT APPLICABLE IN MIAMI-DADE COUNTY. _
EASE HAS NOT BEEN USED 1N THE DESIGN OF THIS PRODUCT. FOR ANCHORAGE DETAILS SEE SHEETS 14 THROUGH 17
ANEL CORNERS SEALED WITH NARROW JO(NTSEALANT.
FT114161, FTL4162, FTL4163, FTL-4171, FTL-4454 AND FTL-0624
/ PRODuer A6vI5ED
2-TRACK VERSION ALSO PREVIOUSLY REFERRED TO AS SGD70. m=pWq with the Florida
Bolding Coda
EEple d Raft 09
h' E7�1.
Tlh
.,G
NOND.wn It 342/5 �
r+.D.Emlm ALUM. SLIDING GLASS DOOR, IMPACT LT,rr.e, P,E
NDNGAI:S n 3r174 Vhihly Horn+ °i""11 "" r"" "T� PE,."101
SGDI.to NTS i • 17 440E-1 I E ( Lech-k,d ___ -
7116' N
I
3/16' ANNEALED (OPT. I) OR HEP
7116'
3116' ANNEALED.(OPT. 6) OR HE
STRENGTHENED GLASS (OPT
EXTERIOR INTERIOR
(ALL SECTIONS) ._..�. I I/160NOM.
3116' ANNEALED (OPT, E) OR HEAT
.090 SENTRYGLAS PLUS INTERLAYER I AIRSPACE STRENGTHENED GLASS (OPT. F)
::16'n=iT CiN�Fia(+ihNNF18 GSC I I �IIYj•0SGPV6WTERLMICft ISEEN0fE)
3116' TEMPERED GLASS �-- �— 3116' HEAT STRENGTHENED GLASS
39 or 55
I 47 42 Or 43
51 �!
.591 NOM. .591 NOM.
GLASS BITE GLASS BITE
16
44�or 45 44 or 45
1/16" LAMI I.G. GLASS 52
&& BB GLAZING OPTIONS E & F
NOTEI PVB INTERLAYER IS DUPONT BUTACITE OR
SAFLEWKEEPSAFEMAXIMUM.
9/16' AI*
.090' PVB INTERLAYER (SEE NOTE) .D90 SENTRYGLAS PLUS
3118• HEAT STRENGTHENED GLASS 1/4' HEAT STRENGTHENED GLASS INTERLAYER
--
114' HEAT STRENGTHENED GLASS
40 or 41
46 56
PROwcu pbtrawYlsl
57 ( m kllvi; :"a x1N u
_L OuldicaCaae
.591 NOM. yAy�x'
GLASS BITE .591 NOM.
�44
or 45 16 GLASS BITE n"
P.Q kvx FQ9
WK MS. Ft N274
44 or 45
9/16" LAMI GLASS (SGP) 52
GLAZING OPTION G
9cora9 I FUL4 2 • 17 1 4406-f
L,c A f.11 .RE
PE 058201
Med
B.
NOTES:
1. FOR VERTICAL SECTION DETAILS S
2. FOR APPROVED CONFIGURATIONS
3. FOR ANCHORAGE DETAILS SEE SHI
4. MAXIMUM HEIGHT FOR DOORS WIT
SEE TABLE 8 FOR OVERALL WIDTH;
S. VERTICAL DAYLIGHT OPENING FOR
6. HORIZONTAL DAYLIGHT OPENING
7. FIXED PANEL ANGLE BRACKETS (I'
FIXED PANEL CLIP (ITEM 18) LOCATIONS,
r TYP. ON ALL FIXED PANEL SIDE RAILS
112*
E `
Tv
`DPIF
ifli ICI! } I
WL n� i;; • POCKET
12'
MAX. MAX WIDTH
( ABLE 8 H (TABLE 8)
iZC�"b_R_:9n XXp OR pXX
�t �E
POCKET a _ I
384 3/18 480 3118 Df iD �39114'
385 114 481 114 R
yy
INSTEAD OF JAMB) ___L
MAX. WIDTH (TABLE B)
OXO
Dr'
ID
C
lC
N
OCKEf
�}-
e>
Bf
IB
Hf
IH
I
MAX. WIDTH (TABLE 8)
DLO, SEE NOTE 6
E�
DLG. NIAN,,1
SEE SEE
NOTE5 NOTE,
— SEE NOTE 7
Xp OR Xp pXXXO OR OXXXp
o
SHEETS 6, 7 AND 8. FOR HORIZONTAL SECTION DETAILS SEE SHEETS SAND 10. / PRODUCT
ubAutc. GCliurk:a
1kt[Cm�
E SHEET 5. Am,^+_*e+• ,p
'S 14 THROUGH 17. ,.
I F APPROVED CONFIGURATIONS. TO 4 FT. (48') WIDE PANELS IS 10 FT. (120°). MAXIMUM HEIGHT FOR DOORS WITH UP TO 5 FT. (60') WIDE PANELS IS 8 FT. (96'). } ~ l.•
FT. HIGH (120-) DOORS IS 112 314- MAX. AND FOR 8 FT. HIGH (96') DOORS IS 88 314- MAX, (DOOR HEIGHT- 7114%
.5 FT. (60°) WIDE PANELS IS 55 7116' MAX AND FOR 4 FT. (48') WIDE PANELS IS 43 7116' MAX (NOM. WIDTH - d 9H6°). •✓
54) LOCATED AT THE HEAD AND SILL OF ALL FIXED PANEL INTERLOCKS, SEE SHEET 10 FOR DETAIL VIEW.
NOI(OMAS, i120213 �
P.o. ePxlszs ALUM. SLIDING GLASS DOOR, IMPACT L sA. T.M.P.E
NOXOMIM n U274 Visibly Betw 0m1tbh1 °L' 6°N' w^9— I PE aw" I .
__ SGDr�0 NTS 4 17 44064 I E I Mech.dcw
I
ASTRAGAL
SIDE FOUL
3.500'
c]EXTERIOR INTERIOR[
(ALL SECTIONS)
TYP. VERTICAL SECTION SHOWING
P.O BOX 15"
NOXMIIS R M14
ASTRAGAL
SIDE RAIL
SGO730 1112 1 6• 17 1 4406-1 1 F
L=- A T..,. P E.
PE 050701
3, 58,
60 Or
X
3, 58,
60 or
LOCATED AT VERTICAL REINFORCEMENTS REQD W1
18 CENTER, 12' FROM TOP AND 12 27 GLASS TYPES A. 8 OR G ONLY 17
BOTTOM OF FIXED PANELS •�
(3) REO•D :. NfiI IIIq
3, 58, 59, ®
E%ISTING
x 60 Of 69 '
8, 66, 67,
ITEM 68 SHOWN �7/7,�I�� -
�'Ir�X
Of sza J
M S24 SHOWN / SECT. B-B
ly, , POUBL'EWSINGL'EJNTERLOCK,
�+ SECT. C-C
P.O.60A I5a
NONO. . FL U274
X
__ 3, 5WB 59,
I OD D UL 0.
------------
SECT. D-D
MOVABLE INTERLOCK AT P-HOOK
REINFORCEMENTS REOD Wl
GLASS TYPES A. B OR G ONLY
SECT. E-E
MOVABLE STILE AT JAMB (INSIDE)
warA 1 112 1 9 . 17 1 4406.1
4
INTERIOR
(ALL SECTIONS)
EXTERIOR
PRODbCT REVISED
awm*!mni,h(tW I%d i�
i—,A Ta f.PE.
PE o582UI
Me,1lo
8.038
.078 -
511 . A TRACK Cll I
MATL: 6063T6
DWG#4407
8.038
078
63.- 4 TRACK HEAD
MAT-L:6063-T6'
I DWG#4412 '
F-T-„ I� 1.235 •810
.070---�II� 0J -f r
68. 2 7MCK JAMB
MATL: 6063-T6 I 3'
DWG#4417
V. 2.546 r
1.fi619 11 "
TUU UU�"� .078
S21 - SCREEN
2 TRACK FRAME JAMB
MATL: 606346
DWG#4423
5.505
6.130----�-j
2.625 078--�ih�- j
�.., 1 4 i ,�., 2.625
3.810
1.283
-- ..r. SILL
MATL: 6063-T6
DWG# 440E
6.130 �1
.ou7e-----fl--
64 - 3 TRACK HEAD
MATLE 606346
DWG#4413
.810
DWG#4424
jam•-- 4.222 ---r1
ifo�
2,625
It �J
.076
,.V 2 TRACK SLL
MATL- 6063-T6
DWG# 4409
4.222
.6761.619l
65 - 2 TRACK HEAD
MATL' 6063-T6
DWG# 4414
1
Lr-- 333'81100n�---1
. OTB
1.619 jI •.jj- ij "I
II it 101
f.078 U-+-11-.-
_S17- SCREEN
L
3 TRACK FRAME HEAD
.MAT u 6063:-T6
. 'DWG# 4419
j l.1.2..831��r
1.619 jl ;�.078
r
S23- SCREEN
LL
1 TRACK FRAME HEAD
MATL: 8063-T6
DWG# 4425
Ll`----""3,8��10--
1.6191II II 'I uI
1 .078 u-tiut---
1 S18,- SCREEN
3TRACKFRAMEJAMS
MATL-606346
DWG# 4420
.494 .070i
2.713
4 i -STANDARD SILL RISER
MATL: 6063-T6
DWG# 4410
494 -�l-
II�
I.
3.500
.078 ---.• I
14 ll
u_1
62 - 3.50" SILL. RISER
MATL' 6063 T6
DWG# 4411
��- 8.036 F.--- 6.130 --� 1
II r-ir-j 1.235 0 O -.l 11.235
.078 ---ten -1 .078 --rn I
66-4TRACK JAMB
MATL: 6063T6
DWG# 4415
2.546 1
.810
r
I .078Ir
1.2B31�-
1.619 U "III_ .078
r
524 -SCREEN
17RACKFRAMEJAMB
MATL: 6063T6
DWG# 4426
,. 1 5.505 ---►I
1.619 1.23S
�� .078
EEN RAIL 71 FRAMES'2i7'RACK'JAMB^+Wl Si:Wst - AA u
® MATLL: 6083T6
P.D. 00X 1S
NONOMIu''. FL W:74
S19 , SCREEN
2 TRACK -FRAME SILL
MATL: 6063-TS
DWG#4421
67 - 3 TRACK JAMB
MATL: 8063T6
DWG# 4416
T--'j 2.642.6j466"`��r-
1.61199IIII II "
Fu-�IUF.--_ .071
S20- SCREEN
5.505 ----mot
2.6Ij25
e .fRAME 27RACK SILC W/:SCREEEN RAll
®' MArtmosm?r - "'
SGD2= I NTS I 13 - 17 I 4406.1
s /Z
L" A. T.W. P.E.
PE N58201
Medwtlr�I
:LUSTER BY PANEL SIZE 8 GLASS TYPE
ORE.
C. OR E. 11WILA
ILAm (AH) OR IN 1 1116IAM, 1..0, G 8'16• IAAO
(NTERLOCKOR
Zil
D. DR F. 7116 LAME (H,YA OR W 1 1116 LAM, LG. (H,.OBO SOP, 10
I'^- ASTRAGAL CL
.
NCHOR TYPE ',
. •.. -
I DOOR 4¢IGtR -
SUBSTRATE �. ?r 8° BO• (6°)
: "~�• .� ,
61. 7°
90^ (7°I
O6' (Bq
to 161
1 tOUB- 9°I
11pC' 96
M 110°
oo
0��'o-z
O
�gggg+
�i
$
O
qg
°o
z
g$
D
pp
of
QQ
�
o°Z
pp S
OZ
gg o
0
DZ
$$
NOM.o
ryo
liNB
nk
?
rvrc
5.rv8
ry8 g
Sm
38
— •1—.—T— ; —
_
Ly GLIMNO
qy 3
a j
y
°
o^y
CLUSTER A-(4)ANCHORS
y
a
y
D
y
9 o y q j o a y a y o
OPTION.
Y. w
Wl w5
M m.
,nil
I m
1 in
y
!•
y
j'
y
P�
y.
,l. y 3% g y 5 N 4 y N g N q. y
A,8
2114
A A.
61.6
A A
0 B,
76
IS A'
C -B
0 A
C
B
B
A.
-0
B.
B A C B B A C B 0 A C B B B C B
INTERLOCKOR
C,D.E.F,G
B A
CIO
8 A
B
IS A
:C B
8 B
'C
C
8.
B
C
C
)`— ASTRAGAL CL
A.8
0
A.B
D
B
A
.
B,B
A
C
B
B
A
BID
B
A'
C
B
;B
A
C
B
(e)
C,D,E,F,G
� (�)
A;B,QE
'
B
A
CIO
B
B
C
0
;B
.B
C
C
B
B',D
C
B
B
D
C
B'. B C C BT B D
--^-
qf.G
0
B
C
C
B
8
O
C
A
B
D(-0
B
D
C
C
e
D
D
°'
ACE
A
'C
B
'B
A
C
BIB
A
C
-B
B
A
C
B
13
A
O:B
B
B
B
C
C-
42'(331'
. B'
'B
A
:C
B
6
B
C
76,
,B
D,
C
L
B
D
C
C
B
O
C
C,
'B
D
C
C
B
D
C'C
D
O
C
B
E
O
F`- Bing" '�F'+• 4 +j
D,F,G.
B
B
c
c
c
B.G
c!c
a
D
c
c,e
E
D
c
c
E
D
.B
-•
CLUSTER C- (B)ANCHORS
A,4E'
A:.
A
B
8
A
A
8
B
IA
A
'B
B
B
A'
;8
B
B
A
C
'8
B A C B B A' L 'B
dB•(q°),
B
B
B.
C
C
B
B
O
G
;C
B
`0.
C
G
B
O
C
B
f
D
B A C B B A C B
C B O C C B E D C C E O C C E D
INTERLOCK OR
D.F.G
B
8
D
'C
C
B
D
D
�C
B
1E,
D
C
C
E
D
D
C
E
D
—�'j 3' (-`-7: ASTRAGAL CL
w. 3' Fr -I "'�13"'!"�-
- -�
A
A
'A
'0'
H
A'
A
0
8
!A
'A
-B
8
A
A
8
B
A
A
B
B
TO BE STAGGERED.
INTERLOCK O
1 — ASTRAGAL CL
CLUSTER B - (6) ANCHORS
INTERLOCK 01
('--- ASTRAGAL CL
° 'Ar -- "e
CLUSTER O - (10) ANCHORS
EXTERIOR (ALL)
=F. NOTE: 83N6'
u ' •- DIMENSION 1,
MAX AND 3'
_—•}'--- O.C. IS MIN.
1-- 84" .,.1 ak -I FOR ALL
CLUSTER 'E-(12)ANCHORS CLUSTERS.
HEAD & SILL.. 81/4' MAX. FROM CORNERS AND APPLICABLE CLUSTER(S) FROM TABLE 7AT EACH ASTRAGAL AND INTERLOCK CENTERLINE.
163I8"MAX. 01(1/4" TAPCONS; CRETE-FLEX OR#12 SCREWS, ;
JAMBS ........... 8' MAX. FROM BOTTOM AND 26" MAX, O.C. FOR 1/4' TAPCONS OR CRETE-FLEX. 22" MAX. O.C. FOR #12 SCREWS. /
BROOKS...... B• MAX. FROM BOTTOM'AND 20 V4• MAX. D.C.'FOR i/4" TAPCONS, CRETE-FLEX OR #12 SCREWS.
MAX. 96' HIGH DOORS W/ PANELS UP TO 60' WIDE,.
HEAD 8 SILL.. B 1/4" MAX.. FROM. CORNERS. AND APPLICABLE CLUSTER(S) FROM TABLE 7AT EACH ASTRAGAL AND INTERLOCK CENTERLINE.
2213/16' MAX O.C. FORI114• TAPCONS OR ORETE-FLEX: 7S 3/8• MAX. O.C. FOR #12 SCREWS.
JAMBS.......... 8 MAX FROM BOTTOM AND 22" MAX'.O.C. FOR 1/4- TAPCONS OR CRETE-FLEX iS° MAX. O.C. FOR 412 SCREWS,
P-HOOKS..... 8* MAX_FROM BOTTOM;bNO 13 7/8• MAX, D.C. FOR114" TAPCONS, CRETE-FLEX OR #12 SCREWS.
HEAD & SILL........... 8 114' MAX. FROM CORNERS AND CLUSTER A, AT EACH HEAD AND SILLASTRAGAL AND INTERLOCK CENTERLINE. 16 3/W MAX. O.C.
JAMB..... B' MAX FROM BOTTOM AND 2611116' MAX. O.C. P-HOOK..... 8' MAX FROM BOTTOM AND IS• MAX O.0
MAX -120' HIGH DOORS'W/ PANELS UP:7`048"WIDE. '
HEAD S SILL ... ....... S 114'-MAX FROM CORNERS AND CLUSTER A, AT EACH HEAD AND SILL ASTRAGAL AND INTERLOCK CENTERLINE, 16 3/8- MAX. O.C.
JAMB..... B' MAX FROM BOTTOM AND 2B' MAX. O.C. P-HOOK..... W MAX FROM BOTTOM AND 20 114" MAX. O.0
MAX. 86" HIGH DOORS WI PANELS UP TO SO' WIDE.
HEAD 6 SILL........... 8 1/4' MAX. FROM CORNERS AND CLUSTER A, AT EACH HEAD AND SILL ASTRAGAL AND INTERLOCK CENTERLINE. 2213116' MAX O.C. .
JAMB..,.. B' MAX FROM BOTTOM AND .2611116" MAX. O.C. P-HOOK..... 8" MAX FROM BOTTOM AND 13 71W MAX: O.0
PRODUCT REVISED
"cpdwsC1W161En R°HAn aft
A;Pp*-6Wc-1-I
F.00JSMr
NOKOM/S. FL, 27.5 I KK
PO"I5l9 ALUM. SLIDING GLASS DOOR IMPACT L".,,, Tom,. FE.
NOKO1115. FL U211 V/.Nl1T &•IhY °""b1v �'�' p^ry•' N+ pE 0owl
�_ SGD7T0 -1/8 1 14 ,1 17 4406.1 E As" cN
I' <DEXTERIOR INTERIOR
(CONCRETE) (ALL SECTIONS)
'.: Nu•. ..:', MIN.-,;.:..
IXWOOD BUCK *ilwll:T
SEE NOTE 2 i/4' 114'
MAA
1/4' TAPCON, SEE NOTE 1 I I I SHIM
® 4112 SCREW, SEE NOTE 5
�I L1?4'MA1c:/7� SCREEN_
h
SHIM p FRAME
1114'TAPCON"SEENOT,E
1-�iTRACK H ME°(=1EAD 1
ALTERNATE 2 TRACK FRAME.f
® W/.SCREEN RAIL .c
(CONCRETE)
Y
1x WOODBUCK
SEE NOTE 2
SCREEN FRAME { 4
� if
114' TAPCON, SEE NOTE i
1x WOOD BUCK
SEE NOTE 2
SCREEN FRAME 5 ,y
y ;
114' TAPCON, SEE
1
(CONCRETE)
NOTES: 1. MIN. DISTANCE FROM CONCRETE ANCHOR TO CONCRETE EDGE IS 2 1/2' FOR HEAD
WOOD
® SILL AND JAMB AND 1' FOR P-HOOK INSTALLATION. FOR CONCRETE APPLICATIONS I
2X
MIAMI-DARE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED ELCO 1/4- TAPCOD
SEE NOTE 2
OR 114- ELCO SS4 CRETE-FLEX ANCHORS. FLAT HEADS TO BE #12 TRIMFIT TYPE.
2. WOOD BUCKS DEPICTED AS ixARE LESS THAN 1 1n' THICK. 1x WOOD BUCKS ARE
i 112"
OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS
MIN•
DEPICTED AS 2x ARE 1112' THICK OR GREATER, INSTALLATION TO THE. SUBSTRATE
.�
OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY THE
T
f 1!"57.RX. Al ITHOR" HA19N - JUMECICTMN (AHJ).
TO ALUMINUM: THE ALUMINUM SHALL BE A MINIMUM STRENGTH
' SHIM
a. FOR ATTACHMENT
OF 6063--TSAND A MINIMUM OF11B' THICK. THE ALUMINUM STRUCTURAL MEMBER
1
SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE DOOR FRAME :SIMILAR TO
THAT SHOWN IN THE DETAILS ON SHEETS 15, 16 AND17 FOR 2x WOOD BUCKS., THE
CATIONS
URESM
INTO THE ALUMINUM IF THESE CRITERIA ARE MET, THE PRESSURES ON
SHEET 3 AND ANCHORAGE SPACING FOR #12 SCREWS SHOWN ON SHEET 14MAY
2x WOOD
SEE NOTE 2
BE USED.
4. SCREEN FRAME AND DOOR FRAME MAY BE ATTACHED TO DIFFERENT SUBSTRATE
MULTI
TYPES AS REQUIRED TO ACCOMMODATE THE EXTRA DEPTH OF -TRACK
CONFIGURATIONS, AS APPROVED BY.AHJ. DESIGN OF COMPOSITE WOODIMASONRY
ic2'
DONEBY OTHERS OR AS ACCEPTED BY AHJ. FASTENER SIZE,.EMBEDMENT,AND
.OPENINGS
SPACING MUST BE AS INDICATED FOR THE SUBSTRATE INTO
' MAX
WHICH THE FASTNER IS EMBEDED.IM 5, FOR WOOD APPLICATIONS ElC01/4- TAPCONS OR 114, SS4 CREM-FLEX ANCHORS
® WITH#12 TRIMFTT HEADS MAY BE USED INSTEAD OF 012BCREWS. SEE TABLE 7.
'
EW, SEE NOTE 5
1/4' MAX.' SCREEN FRAME
SHIM
3-TRACK FRAME HEAD INSTALLATIONS
lWMAX. SCREEN Q
SHIM FRAME B i
4-TRACK FRAME HEAD INSTALLATIONS
P.O. ow 15
NONOML9 FL W74
2x WOOD
SEE NOTE 2
1 112"
MIN . N./4" MAX. SHIM
1-- #12 SCREW, SEE NOTE 5
2x WOOD
SEE NOTE 2
11n"
_ MIN.
MAX. SHIM
#12 SCREW, SEE NOTE 5®
ALUM. SLIDING GLAJJ uuurx, uvlvA .
bmfW, —1-l' P�
/4 1-
scrum 15 �• 17 44064
L.- I'- (u -P.E
PEx Nl
mmha d
j
1 112* MIN.
In,! SCREW
SEE NOTE S. 2x WOOD
SHEET 15 SEE NOTE 2
SHT. 15
114"MAX SHIM
IxWOOD BUCK
SEE NOTE 2
SHT. 15
114"TAPCON
SEE NOTE I
SHT. 15
1114* SHIM MAX.
I 112'MIN.
#12SCREW
ISEE NOTE 1 TE5,
S 15
2K WOOD
SEE NOTE 2
SHT. 15
SCREEN
FRAME
1/4' MAX. SHIM
1 1w MIN.
lxW6dbFB--L1c—w
SEE m6TE-2
1�r SHT. is
ALTERNATE 2WCK FRAME
REEN RAIL
)NCRETE)
1/4. TAPCON
SEE NOTE
SH T. I 5
IXWOOD BUCK
1 114"MIN.
SEE NOTE 2
SHT. is
114'TAPCON
SEE NOTE I
#12 SCREW
SHT. 15
SEE NOTE 5,
SHEET 15
(CONCRETE)
SCREEN
SCREEN
FRAME FRAME
114'SHIM MAX •1/4"SHIM MAN
3-TRACK FRAME JAMB INSTALLATR
.11
1 1/4'MIN.
I 112'MIN.
I 112'MIN.
"l'SCREW 6
SEE NOTE
5 S..
S 2x WOOD
SHEET 15 SEE NOTE 2
SHT. 16
SCREEN
FRAME
-A
1/4' SHIM MAX.
IxWOOD BUCK I 1f4MIN.
SEE NOTE 2
SNT. 15
1/4*T.APCON
SEE NOTE i
SHT. 16
(CONCRETE)
2x WOOD•
SEE NOTE 2 SCREEN I r:
SHT. 15 FRAME
114*SHIMMAX
4-TRACK FRAME
JAMB INSTALLATIONS
4 A
Ll
INTERIOR
(ALL SECTIONS)
EXTERIOR
-D
P.U.am My ---- 1�11A - m.Pc
�274 — PE 05820t
rsclno14 16 17 4406-1 mmh.,�w
" 1'
SCREEN
FRAME SEE
114"MAX. ..
SEE .,•.-. .r
NOTE1
SCREEN f
FRAME
i 10 PCON
114' MA% SEE NOTE 1
SEE NOTE 1 i SHT. 15
L '
A #12SCREW,
SEE NOTE 5, SHT 15
SCREEN FRAME
{
...v1,�.;: �tom•',
MIN.
MWOOD
114' MAX. r
SEE NOTE 1
Ott NU Ito
SHT. 15
SCREEN
FRAME
1/4' TAPCON
1/40MAX. SEE NOTE
SEE NOTE 1 -1 Rw 15
A - 012 SCREW,
SEE NOTE 5, SHT 15
SCREEN FRAME ff 0 o 1
1 12' MIN.
j
"
SEEE NOTE
I E L
?r WOOD
SEE NOTE 2
SHT. 15
1!4'MIN. ^•t.' N.
i:i,•:, ''���'' ,";.Sr'1114•MI
:. •' L (CONCRETE). • .. • ... ,
IS 3-TRACK FRAME SILL INSTALLATIONS
1/4' MAX./ f� SEE NOTE 1
SEE NOTE/Ul SHT, 15
A ALTERNATE 2 TRACK FRAME Wl SCREEN I
ANCHORS ARE STAGGERED 1• MIN. AT P-HOOK EXTERIOR INTERIOR
ANCHOR EMBEDMENT AT P-HOOK 114' TAPCON • 1 1/4' MIN: (ALL SILL SECTIONS)
1�4' CRETE-FLEX -1 314' MIN. #12 SCREW, SEE NOTE S. SHT. 15
tx WOOD SUCK
(CONCRETE) 'SEE NOTE 2 (CONCRETE).
1 114' SHT, MI15 1 114" 1 1
3/8' MIN.�{� MIN. 318• N.-L II••-- MIN. 3l8" MIN. 2' MIN.
1/4'TAPCON T .1u-"t'�. 1•�114"TAPCON r "' T SEE
SEE NOTE ��'!" 1. '¢Y','41' #125CREW T 1'
SEE NOTE S. NOTE 1
( SHT, 15 )1•'""`t; j?i (SEE SHT. 1.5 Il "i'::'•i' 2X WOOD 2x WOOD
`'i ": ® SHT. 15 SEE NO 2
'J
TYPIC,
INTERIOR
(ALL P•HOOK SECTIONS)
EXTERIOR
NOTE:
1 y
LJF SILL
v
FULLY
TE SEE NOTE 2
SqT. 15 SHT. 15
114' TAPCON
SEE NOTE 1
SHT. 15
1 12' MIN.
- _(SILL) - _ y-(SIIL) 1/4• MAX.
SEE NOTE 1
T:�`::.: ��'� :" .,''i:'"r', �•r :1114•MIN.
.ET P-HOOK INSTALLATIONS (CONCRETE)
ORIGINAL 2-TRACK FRAME
SILL INSTALLATIONS
SUBSTRATE, GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED, GROUT OR OTHER MAIL (DONE BY OTHERS) MUST
HE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE.
SC ENMILaND p.Nppx CIUNGE -
TOM ECHNOWOYM" ff3b_W- ANCHORAGE DETAILS. SILL & POCKET P-HOOT
P.U. eav 154
N OIIXS, AOa22J
sco2w 1 114 1 17 • 17 1 4456.1
1 12' MIN.
—2x WOOD
SEE NOTE
�• SHT 15
)lr t�
fiawo
1... RE
PE 950201
McNONwI
SILL (312'7, MAX. 98' (5-) HIGH DOOR.
;URATIONS WITH A MAX. NOM. PANEL WIDTH OF 80' (6)
GLASSTYPEA. 7/16-LAMI(3/18'ANN
... 090 SGP. 3116' HS) FTL-4159
i l
DoorHelghl
WiPa
j
7r (a)
80'(o
84' (7')
eo' (7q
Ss' (80)
30'+70.o
36'(34
+70.0
-70.0
•70.0
+70.0
+70.0
-70.0
-70.0
+70.0
1 +70.0
.70.0
1 -70.0
+70.0
1 +66.8
.70.0
+700
-700
-0.8
1 464.8'1
-64.6
Air (3q
+62.6
-02.6
+58.7
-56.7
+53.9
-53.9
1250.7
•50.7
1 +48.2
1 48.2
48' (41
+532
1.2
-532.
47.2
-472
+44.4
-44.4
+42.3
-42.3
+40.8
-40.8
54'(4
-00 2
.M1.9
41.3
1 +39A
-39.4
1.07.1
.37.1
+34.8
1 -34.6
69'(6q1
441.7
-41.7
1 +37.q
_ -37.8
1 +35.6
1 .35.8
1 +33.1,
13.1
+30.8
1 -30.9
NOM. PANEL WIDTH OF SW (e )
.090 SGP. 3116' HS)
-70.0
1s64 .!To.o. ++l_27o.0 -691..8 a0482 8 o
r7o0(a.++7aa70.7.1
TYPEG. SNS'I.r
LED SILL (312'),
4FIGURATIONS 1
TYPEA; 7118' LP
46321 •631
a-iL14
1. POSITIVE DESIGN F
ARE NOT CHANGEI
2. REINFORCEMENTS
GLASS TYPES A, B
K. NOM. PANEL
114, H31 m
MAX. NOM. PANEL WIDTH OF 48' (44
EXTENDED SILL (312-). MAX. 96- IS? HIGH DOOR.
TABLE6
ALL CONFIGURATIONS WITH A MAX. NOM. PANEL WIDTH OF 48' (4F)
GLASSTYPEC. 7116'LAMI(3(16'ANN... 090 PVB, 3116-HS)
FTL4171
GLASS TYPE E. 1 1116' LAMI LG W1711V LAM1 TYPE C.
FTI- 4162
(3/16' TEMP., 7116'AIR SPACE, 3116-ANN... M M. 3116- HS)
om.
Do:r 401ght
84'V) Bo'(7)
0(V)
30-
+Bo.o
-80.0
+80.0
•80.0
+80.0
.60.0
+50.0
-0.0
+80.0
-
.0
L
+78.8
-7.8
+72.7
-72.7
+70.8
-70b
+66,8
-88.0
+84.8
-84.8
-8.6
+56.7
-58.7
+63.0
.53.9
+50.7
-50.7
+482
-026 82
+55
EXTENDED SILL (31/2% MAX. 88' (8) HIGH DOOR. TABLEO
ALL SIZES AND CONFIGURATIONS WITH A MAX. NOM. PANEL WIDTH OF 41r 4
rrrr ce.T 71w. LAll{ wfw( "H-nd90�PM,5il ":H FTW1Ya �bO:O';
GLASS7YPEF 1 1/16" LAMI 1.0071118PLAMI TYPED. FIL-4162 ..d
(3MO-TEMP.,7116-AIR SPACE, 3116' H3,.090 PVB, 3118' HS) _
SILL (3 I/n. MAX. 120' (10) HIGH DOOR.
NO CONFIGURATIONS WITH A MAX. NOM. PANEL WIDTH OF
P ANN... 090 SGP, 3115' HS)
FTL4161
Door Height
'
06' (8q
Mr(6)
I 10W (9q
114' (9).
1
(16q
- 0.0.
+80.0
•60.0
460.0
- 40.0
+80.0
-60.0
+60.0
-60.0
+80.0
.60.0
+60.0
-60.0
+60.0
.60.0
78
+80.0..
-60.0
+80.0
-80.0
•:°AAob'
!. Oo:03'
+60.0
•60.0
.+60.0
40.o
+68.9
-68.9
+58.2
•58.2
•56.7
+63.9
•53.0
+50.7
-50.7
+48.2
148.2
1 +46.3
48.3
+44.8
1 -44.8
1 +43.4
43.4
+42.1
42.1
47.2.
+44.4
1 -44.4
1 +42.3
-42.3-
+40.5
40.6
+38.3
48.3
+38.0
48.0
+34.4
-34.4
+33.1
•33A
IS LIMITED TO +40.0 PSF FOR ALL SIZES AND CONFIGURATIONS NOT EQUIPPED WITH 312' EXTENDED SILL RISER. NEGATIVE PRESSURES `-i �.•-✓' .
tTICAL SECTIONS, SHEETS 6 THROUGH 8 FOR EXACT SILL HEIGHTS. y
1RE0 IN DOOR PANELS WITH GLASS TYPES C, D. SAND F (TABLES 6 ANDS). REINFORCEMENTS ARE REQUIRED INDOOR PANELS WITH ) ��7(,/ (i L•
BLES 1, 2, 2A, 3 AND 4).
1�� - HLum. OLw6vv VL/+A.7 uvvl[, LmrAV fr.
P.0. e0.f 1478 �r 1„e M1wwY M L�PE 4=1V8
AwlOerts n am+ V6rhb Brrcrr s0oraa FUL 3 17 4905-1 E
ALUMINUM SLIDING GLASS DOOR
Track and Jamb Types
MAIN FRAME EXTRUSION PROFILES
2-TRACK 3-TRACK 4-TRACK
Fri
vu ,v
SILL
HEAD ,mv , v
dmJ av�
2 TRACK WITH INTEGRAL SCREEN RAIL
SILL Irnllf HEAD
JAMB
j
I
'5 r�1135
I
FRANK W. FARLEY P.E.
3388 Henderson Drive, Valkaria, Florida 32950
Frank W. Farley P.E. 40111
(321)984-9661 (321) 984-9599 fax
2 March 2007
St. Lucie County Building Department
2300 Virginia Avenue
Ft. Pierce, Florida 34982
Reference: Unit 302
The Sands Condominium
3100 N. AlA
Ft. Pierce, Florida 34949
Dear Sir:
The undersigned will inspect the work performed by the contractor and upon completion
will certify that the work was done in accordance with the permitted plans.
Should you have any questions, please feel fr
incerely,
Fr Faz - - . _ _ — _
—:-_ _ - _ - - -2
PE 40 1 - - J�
19
ST. LUCIE COUN
BUILDING DIVI I
REVIEW
FOR
REVIEWED
DATE
p S PERMIT
MUST BE KEPT ON JOB OR
NO INSPECTION WILL BE MADE
UOTT 502
• ALL BALCONIES AZE GOVEleMD 6K SLAS ABoVE
pwgtTO 8E DkPL"EO
y' F \014
coOa 62 1
6 r2 ,z e
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"T 2 upn' 3 4 urur 4 ; uasr S
1 I i
UMT
.IGLOAT¢RS I) ` `� 6
)
DOOR TO coRuF4
E04EeFW Oq I I
TILE SPOS 0 KTWE OCEAN
DLO.CtDR AWN
¢Bo 5wrfN
alb/-&.
141
tAmr 6
6'
c e.e'e"Www'¢ co,
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