HomeMy WebLinkAboutSUBMITTED PAPERSDATE: PftMI'r11rA0E1R: '7 - O(S-3
PLANNING & DEVELOPMENT SERVICES DEPARTMENT
BUILDING & CODE REGULATIONS DIVISION
2300 Virginia Avenue
Fort Pierce, FL 34982 Scq
(772) 462-1553 ��Veo
St. tu 13Y
APPLICATION FOR REPLACEMENT OF Cie County
WINDOWS, SKYLIGHTS, DOORS & OVERHEAD GARAGE DOORS
1. LOCATION/SITE ADDRESS: 1 -05�0 0 '75C'.'A5&T- 1i'->'/
I -)?- - (-,,0c?- nLic?-7 - occ�-
2. PARCEL ID NUM13ER: -�L4L
3. DESCRIPTION OF PROJECT OR WORK ACTIVITY: ) 0 Uj .1 vty.'-�s +
e-4-D L/.'�c <- '4 i 0 —7 S
4. TYPE OF STRUCTURE: SFR.
5. OWNERS INFORMATION
Name: J2.0Ltc,+ 4- Njf�L,. -7-k
Address:
city: :r+ State:
zip: '�'Tg 2 Phone: Lf&VT-' -71 k614
MOBILE HOME OTHER.
6. CONTRACTOR'S INFORMATION
FL Reg/Cert #: C A C- 0r-8 0 1 -7
County Cert #: Z-0 iTIq 3
B u s i n e s s N a m e:. I 44&-er — A 4e, C—p
PhofieNumber:
Windows, Swing Doors,
Skylights, Fixed Glasi
Opening Design Pressure
A.S.C.E - 7
Design
Pressure
Product
Manufacture
Model
Method of Attachment #
Florida Product Approval #
120 mph
1130 mph
1140 mph
Windows & Skylights
Exposure B
;t e
T
f'IP 10 1
s1l -7c>0
0 -7 - 0 10
t4o A it -,0 tjo-T. co
Exposure C
Overhead Garage Doors
<30'- F.B.C. Table 1609.6 (1) + 1609.6 (2)
B- Size
C- Size
7. VALUE OF CONSTRUCTION: $ 1 L�, -13 8 ��-
OWNER'S AFFIDAVIT: I certify that all of the information contained in this
compliance with all applicable laws regulating com
%
PRINT QUALIFIERS/OWNERS NAME
STATE OF FLORIDA, COUNTY OF
MZ, DAYOF—_;-7
ACKNOWLEDGED BEFORE ME THIS BY
HASPRODUCED AS IDENTIFIC Tft., 20_L
FEES DUE:
RECEIPT:
is correct and tbatall work will be done in
Vlw"AWHO IS PERSONALLY KNOWN TO ME OR WHO
XLl - tA
!=':7) e,, jex iZ- L,!:�4 vl-�
SIGNATURE OF NOTARY TYPE OR PRINT NAME OF NOTAIeY
TITLE: NOTARY PUBLIC COMMISSION NUMBE KENNErH R. K117NG
ommissiaP DD 803187
NOTICE TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEN RWSMNoiamber0j=�PA ING
BondedThru Notary PublIcUnderwriterk
Property Appraiser - St.Lucie County, FT
Robert E Thlery Record. I of I
Property Identification
Site Address:
5900 SUNSET BV
Sec[TownfRange:
11:36S:40E
Map ID:
34/11S
Zoning:
RS-4
Ownership and Mailing
Owner:
Address:
Sales Information
Date Price
6/1/1984 51900
12/1/1978 34900
3/1/1977 2500
Robert E Thiery Maryon A Thiery
5900 Sunset Blvd
Fort Pierce FL 34982-7525
Page 1 of 1
PROPERTY RECORD CARD
<<Prev Next >> Spec.Assmnt Taxes Exemptions Permits Home Print
-OCIE
ParcelID: 3402-609-0497-000-2
Account* 38006
Land Use: SF Res
City/Cnty:
Legal Description
INDIAN RIVER ESTATES-UNIT-08- BLK 65 LOT 19 (MAP 34/1 IS) (OR 438-
2972)
Assessment 2010 Final
Total Land and Building
Code
Deed
Book/Page
2010 Final:
75100
Land Value: 10400 Acres: 0.23
00
CV
0438/2972
Assessed:
76100
Building Value; 64700
00
CV
0299/1976
Ag.Credit:
0
Finished Area: 2305 SqFt
01
CV
0265/1410
Exempt:
50000
Taxable:
25100
Taxes:
726.11
BUILDING INFORMATION
Exterior Features
View:
RoofCover:
SD - Dim Shingle
RoofStruct:
GA - Gable
ExtType:
HC - HC
YearBlt:
1977
Frame:
Grade:
D+ - D+
EffYrBIt:
1977
PrimeWall:
BS - CB Stucco
StoryHght:
0010-1 Story
No.Units:
I
SecWall:
Interior Features
BedRooms:
3
Electric:
MX - MAXIMUM
PrmlntWall:
DW - Drywall
FullBath:
2
HeatType:
FHA - FrcdHotAir
AvgHt/FI:
1/2Bath:
0
HeatFuel:
ELEC - Electric
Prm.Flors:
CU - Carpet
%A/C:
100
%Heated:
100
%Sprinkled:
0
Special Features and Yard Items
Land Information
Type
Y/S Qty.
Units
QuaL Cond.
YrBIt.
No. Land Use
Type
Measure Depth
DWC - Driv-Concret
Y 1
500
AV AV
1977
1 01 00-SF Res
215 -Front Ft
80 125
FEN6 - CHAINLINK&
Y 1
60
AV AV
1977
FEN4 - CHAINLINK4'
Y 1
32
AV AV
1977
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=340260904970002 7/6/2011
JOSEPH E. SMITH, CLERK OF THE CIRCUIT COURT - SAINT LUCIE COUNTY
FILE # 3607626 OR BOOPZ,' - �;)15 PAGE 1425, Recorded 07/07/2011 at��`�!:38 PM
y
AFITR RFC0RQ1Nr-REWRNTQ-
Millstream Aluminum & S11111(t)" 01"11.
3001 SE Gian Paik Wav
Suarl, FL 340117
772-287-6476
PVRMITNtJMBPn-
71u, undersigned hereby given notice that improvement will be made to certain real property, and in accordance with Chapter 713,
Florida Statues the (allowing infonnalion is provided in the Notice orCommencement. 3Lio 2 - Eoaq'� o q 97 - oe3c)- 7
1. DESCRIPTION OF PROPERTY (Legal description and Arect address, irovailable) TAX POLIO NUMBER:
SUBDIVISION Y-4--ft- e.,%, ICS11-k. BLOCK k0'5 :rItAC`r__Lar_j-L—IILDG_UNIT-
9—%A. i['-,Ak -cr
� Z, 8 15114- to'S L r (j
2. CENERALDESCWTION OF INIPROJIEMENT:
3.0%VNEnINFOnAlATION: ..N.-
b.Add..nQE) 6--Z4-- NVO A= EL %A
a. N— w L%k- or 1. Wpla (irwj- u- o,...,)
4. CONTRACTOR'S NAME. ADDRESS AND PHONE NUMBER 4L,1,4JyA.-, Al
3001 ;5e- -pk,L.- WA, rL. 3 qV7 7 (-7-1Z) 2 8 7 - G-1-7(o
5. SURLTVS NAME. ADDRESS AND PHONE NUMBER AND UOND AMOUNT; t-a
6. LENDIWSNAME�AVDUSS AND PHONENUMBER: - % -
7. Persons wilhin Ilic Stale OfFlorida designated by Owner upon whorn notices or other documenis may be served as provided by
Section 713.13 (1) (a) 7.. Florida Statutes:
NAME. ADDRESS AND PHONE NUMBER:
'- In addition to hinaselfor herseir, Owner designates The following to receive a copy ofthe Litnor's Nolice as provided in Section
713.13 (1) (b), Florida Statutes:
NAM&ADD119MAND PlIONENUMBER;
9. Fxpinotion date of notice orconnnienceinent (the expiration dale is I year frorq the dnit of recording unless a different date is
specified): 0 —, 2q-
Print Name afid Provide Signatory's Tille/Office
Owner's
state ofFlodda
county of grli- L�e.(-
ne foregoing Insimment was acknowledged before nit Ihis day or 20
(2)�j 'j 4at-
By t\A1V-v —as—
?"Wt (type of authority e.g. officer, trustee, attorney in fact)
For
(Rome orpaay an behniforwhorn insirunicni was execuWA
—Personally known or_produced the following type oridenillmotlomp-Lto.
tz-
KENNETHRANG
S L
MYCOMMISSION#00803187
EXPIRF.8 Novetl)130,2012
Under Penoll -wpm ling and that flit facts in it am me to he best or niy knowledge and
bellef(Section 92.525, Flor sylules).
OVIN hormil 0MCedDiretior/Pariiierfldnnngeriviissigiigd above:
BY
R., Z.
STATE oF FLORIDA
ST. LUCIE COUNTY
THIS IS TO CERTIFY TKAJTHIS IS A
TRUE Ajq RAECT COPY OFTHE
DRIG
oSnE. SMITH, JERA
DOW
�_:. ___X
PROPOSAL
Page No. of Pages
Since 1979
Phone: (800) 244-4143 3001 S.E. Gran Park Wa Res idential/Com mercial
Fax: (772) 287i-9740 Y World Wide
www.gulfshutters.com Stuart, Florida 34997, License # CRC058017
P posal Submitted to Phone.� �ate
PV
street, P qjaiL Zip Code
A.�, CIA1 An? . . . . . _vp
DO NOT SIGN THIS
YOU READ ALL CONDITIONS OF THE AGREEMENT
We hereby submit specfficatigns and estimates for. Jt
17
kN P�?, i"Af —Z �,(14_1,1 /4.) , ru """, e�,
-�� I/— _? t>,_ �) ,,I-
�fe 2
'Y , 4, , 4;�
1"J -nF- /, -,f
TOTAL $
2!Z/
DEPOSIT 50%
BALANCE ON COMPLETION
739
ONE YEAR WARRANTY MATERIAL AND LABOR
It is understood that there are no verbal agreements and all items discussed are covered by this written contract. This is a proposal until signed by an officer of the corporation at which time it
becomes an executed contract. Acceptance by owner must be within 30 days of proposal date. Buyer may cancel this contract within 3 days after signing. No changes in measurements will be
allowed except at prices mutually agrged upon, at the time these changes are made. Any physical or verbal changes after signing must be approved in writing by both parties. All agreements are
contingent upon strikes, lockouts, accidents, acts of God, weather, fire, carrier delays, delay orfailure to receive raw material deliveries, or by othercauses, whether of like or different nature beyond
our control. Owner to carry fire, tornado and other necessary insurance. Our workers are f ully covered by Workman's Compensation Insurance. All material is property of Gulfstrearn until final
paymentand can be removed if not paid.
Electric- Buyeragreesthat any necessary electrical connections will be made at the closestsource of power. Any changes orvariations will be an additional charge.
Interest- Buyer agrees to pay 11/2 %per month interest on any unpaid balances.
Costs of Collection -Buyer agrees to be responsible for sellers attorney's fees (both trial and appeal) and all other costs of collection in the event full payment as outlined herein is not made within
10 days of completion of the work outlined herein�__'_,
ic 7
Acceptance of Proposal- The above pr Ts, specifications and conditions are satisfactory and hereby accepted. You are authorized to do the work as specified. Cancellation Fee 50% of contract.
Payment will be made as outlined above.
SIGNATURE SIGNATURE
DATE OF ACCEPTANdE: AGENT
1/14/11
Since 1979
Special Instructions:
3001 S.E. Gran Park Way, Stuart, Florida 34997
(772) 287 - 6476 - (800) 244 - 4143
FAX (77 ' 2)287-9740
E-Mail: jobrien@gulfshutters.com
www.gulfshutters.com
Lic. #MC00231, SL 1211, PB# U-17051, CRC58017
LAYOUT SHEET
Page -2- of -1—
Key
Storm Panels - SP Rollups - RU
Accordions - AC Windows/Doors - WD
Bahamas - BA Retractable Awnings - RA
Colonials - CO Ultra Lattice - UL
Date Salesperson JA 4 /� '� ^� Z
Signature - J Date
r,�idf& Ahomiti,im =nri Rhjiffor r�nm
MAW
WIN hilAbil-DADE COUMY, FLORWA
NWIRC-DADE FIAGLM BUILDING
BUMDING CODE CONYLIANCE OMCE (BCCO) 140 WM NAGLM STRW, SUYrE 1603
PRODUCr CONMOL DMSION MAW FLORIDA 33130-1563
(305) 375-2901 FAX (3W) 375-2908
NOTICE OF ACCEPTANCE (NOA) www.buildingcodeonline.com
PGT Industries
1070 Technology Drive
Nokomis, n 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 by Miami -Dade County Product Control Division and accepted
by the Board of Rules and Appeals (BORA) to be used in Nami 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
Division (In Miami Dade County) andfor 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
ft 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. BORA reserves the right
to revoke this acceptance, if it is determined by Mami-Dade County Product Control Division 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_y.�locity Hurricane Zone.
APPROVAL DOCUMENT: Drawing No. M1, titled "I" Heavy Wall, ElevaCons Aluminum Tube Clipped
Mullion", sheets I through 7 of 7,'dated 0428/00, with last revision on 05/30/06, prepared by PGT Industries,
signed and sealed by Robert L. Clark, P.E., bearing the Mami-Dade County Product Control Renewal Stamp with
the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division.
MISSILE IWACT RATING: Large and Small Missile hnpact
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and
following statement: "Nflami-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 die 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. hfisuse 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: 7he 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 and revim NOA # 04-0528.05 and consists of this page I 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.
Expiration Date: unft
Approval Datelffly
Page 1
PGT Industries
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
2. Drawing No 6221, titled "I" Heavy Wall, Elevations Aluminum Tube Clipped
Mullion", Sheets I through 7 of 7, dated 04/28/00, with last revision on 05/30/06,
prepared by PGT Industries, signed and sealed by Robert L. Clark, P.E.
B. TESTS
1. Test reports on 1) Uniform Load Static Air Pressure Test, per FBC, TAS 202-94
2) Large Missile Impact Test, FBC, TAS 201-94
3) Cyclic Loading T ' est, per FBC, TAS 203-94
along with installation diagram of a pair of fixed alum. windows (00 configuration)
60" x 54" mulled together with a lx 2 x std. wall.mullion,:prepared by Fenestration
Testing Laboratory, Inc., Test Report No. FTL-2902, dated-01/05/01, signed and
sealed by Antonio Acevedo, P.E.
"Submitted under NOA # 04-0528.05"
2. Test reports on 1) Uniform Load Static Air Pres�ure Test, per FBC, TAS 202-94
2) Large Missile Inipact Test, FBC, TAS 201-94
3) Cyclic Loading Test, per FBC,-.TAS 203-94
along with installation diagram of a pair of fixed alum. windows (00 configuration)
80" x 76" mulled together with a lx 4 x std. wall mullion, prepared by Fenestration
Testing Laboratory, Inc., Test Report No. FTL-2903, dated 01105101, signed and
sealed by Antonio Acevedo, P.E.
"Submitted under NOA # 04-0528.05"
3. Test reports on 1) Uniform Load Static Air Pressure Test, per FBC, TAS 202-94
2) Large Missile Impact Test, FBC, TAS 201-94
3) Cyclic Loading Test, per FBC, TAS 203-94
along with installation diagram of a pair of fixed alum. windows with a transom lite
(0/06 configuration) mulled together with a Ix 2 x3/4" wall vertical mullion and a 2 x
6" x 1/4" wall horizontal mullion, prepared by Fenestration Testing Laboratory, Inc.,
Test Report No. FTL-2975, dated 01/23/01, signed and sealed by Antonio Acevedo,
P.E.
"Submitted under NOA # 04-0528.05"
C. CALCULATIONS
1. Revised Anchor Calculations and structural analysis, complying with FBC-2004,
prepared by PGT Industries, dated 05/30/06, signed and sealed by Robert L. Clark,
P.E.
Jahng D. Gascon, P.E.
Chief, Product Control Division,
NOA No 06-0125.07
Expiration Date: June 28,2011
Approval Date: July 20,2006
PGT Industries
NOTICE OF ACCEPTANCE: EVIDDENCE SUBMITTED
D. QUALITY ASSURANCE
1. Miami Dade Building Code Compliance Office.(BCCO).
E. MATERIAL CERTIEFICATIONS
1. None.
F. STATEMENTS
1. Statement letter of conformance and no financial interest, dated January 23, 2006,
signed and sealed by Robert L. Clark, P.E.
G. OTHER
I. Notice of Acceptance No. 04-0528.05, issued to PGT Industries for their 1" x, Heavy
Wall -Aluminum Tube Clipped. Mullion, approved on 07/15/2005 and expiring on
06/28/06.
Chief, Product Control Division
NOA No 06-0125.07
Expiration Date: June 28,2011
Approval Date: July 20,2006
E-2
ANCHORS DET41L 18",
"C" OR "D' AT BOTH
ENDS AND AT BOTTOM
ANCHORS DETAIL "B",
ANCHORS DETAIL A OR 10" AT BOTH
AND AT BOTTOMS.
ANCHORS DETAIL A
,11FAI
17
f 2
W = Wl+W2
Lf
H = Hl+H2
W = WI+W2+WJ
(2) WINDOWS MULL
H = Hl+H2
.W-ZONE AROVE
MULTIPLE WINDOWS MULLED
FOR DEMRMINING AfAx ALLowABLE
WONE ABOVE
DESIGN PRESSURE SEE TABLES
FOR DEIERMINING MAX ALLOWABLE
ON PAGES 5, 6 & 7
DESIGN PRESSURE SEE TABLES
MI) MAX OPENING = H OR Hl+H2
ON PAGES 5. 6 & 7
MULL LENGTH = W OR WI+W2
MJ) MAX OPENING = H OR Hl+H2
M2) MAX OPENING = W OR WI+W2
MULL LENGTH = W OR WI+W2+Wj
MULL LEM07H = HI
M4) MAX OPENING = WI+W2 OR W2+WJ
AMES.
MULL LM078 = HI
1. THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.
2. 3, 5. 6 AND 7.
2. WINDOWS AND DOORS OR COMBINA77ONS THEREOF MAY BE MULLED TO A MAXIMUM OF
J. MULLIONS ARE APPROVED FOR IMPACT AND
NON -IMPACT APPLICATIONS.
Ic
- MULLIONS
W = Wl+W2
�:L�ZWINDQWS 9JUE-TOG T1�4E-R
FOR DETERMINING MAX ALLOWABLE
DESIGN PRESSURE SEE TABLES
ON PAGES 5, 6 & 7
UAK OPENING = W OR WI+W2
MULL LENGTH = H
Paomxlwmzwn
Me_.q"%Uft*AV,ftW
Wow imm 9 ca & _01 0?_
FOR ANCHORAGE TYPE QUANTITY AND LOCATION, REFER TO SHEETS
4. REFERENCE - TEST REPORTS: FTL-2902, 290J AND 2975.
ELCO TEXTRON NOA: 04-0721.01, OJ-0225.05
ANS11AF&PA NOS-2001 FOR WOOD CONSTRUCTION
ADM-2000 ALUMINUM DESIGN UANUAL
5. THIS PRODUCT PAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIRE-
MENTS OF THE FLORIDA BUILDING CODE, 2004 EOITION FOR 'THE HIGH VELOCITY
HURRICANE ZONE (HVHZ). 66
6. WOOD BUCKS By OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS I/
TO THE STRUCTURE. bea L: Clodc. P.F_
PE #39712
TO BE USED
Fl;nff];6T__
IND
WITH PGT INDUSTRIES
I" HEAVY
'070 ZMPE ALUM
P.O. BOX 1629
NMUIS. FL JU274 MULLS
5 & 6
REFS
ELEVATIONS
MiK CLIPPED MULLION _rD
M* sh"t: "Wmg No.
NTS I I f 7 1 6221
PGT Ix MULLION-,. _r. 'OR 4"— 12 FH SMS
#12 FH SMS
STAGGERED ON
-I' MULL= OPPOSITE SIDES PGT 1x MULLION
MULLION CLIP. CUT
STAGGERED ON
OPPOSITE SIDES
FLANGES OFF CLIP MIN�- 1-(SO AS NOT TO
(SO AS NOT TO
TO FORM A INTERFERE WITH WOOD SUCK
INTERFERE WITH
WOOD MIN�- F -
EACH OTHER) REMOVED TO
"U" CHANNEL AND SEE NOTE J CONCRETE
EAC H OTHER)
r-BUCK j SEE NOTE 3
INSTALL AS SHOWN 2b(TYP) 0 e
i(TYPIL
J
q1,
i J
281(Typ) MASONRY ANCHOR
-
PGT 1x MuLLJON1L f 12 SCREW, �,
TE�Yp SEE NOTES 1 & 3
_I SEE NOTE J
SEE
NOTE I 4,
FOR I- MULL t I_
NOTE I
4
L MULLION TO MULLION INSTALLA770N, DEAk "A"
MPICA 7A
TYPICAL MULLION TO STRUCTURE WITH WOOD
—2' OR 4"— 1112 FH SMS STAGGERED
6UCK REMOVED FROM CONC., DETAIL I
CT Ix MULLION ON OPPOSITE SIDES (SO
AS NOT TO INTERFERE
—2* OR 4—
112 FH SMS STAGGERED ON
WITH EACH OTHER)
OPPOSITE SIDES (SO AS NOT
SEE NOTES 2 & J SEE NOTEJ
To INTERFERE WITH EACH OTHER)
j MIN:-- SEE NOTE 3
WOOD (T Yp�)
B CK_\ SEE NOTES 2 & 3
U I q11 I ih(Typt
L-u
(Typ) 0 9 MASONRY ANCHOR, SEE NOTES I & 3
ANCHOR EMBED.
SEE ��TE 2
rT
PGT Ix MULLION
EF
NOTE I V.
-TYPICAL, MULLION TO STRUCTURE Wt
j-WOOD BUCK
NO WOOD BUCK. DETAIL "B"
To.
1. FOR CONCRETE APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE
WOOD t9l7rK AND,'COM77.�,Tq_
COUNTY APPROVED ELCO 114- TAPCONS OR '114- SS4 CRETE-FLEX MASONRY
ANCHORS. MINIMUM DISTANCE FROM CENTER OF ANCHORS TO CONCRETE EDGE SEE !.,,i:
IS2 1127 MIN. EMBEDMENT: TAPCONS 1 1147 CRETE-FLEX 1 314" NOTE I
2. FOR WO D APPLICATIONS USE 1112 SCREWS, ELCO 114" TAPCONS OR 114"
0
SS4 CRETE-FLEX MASONRY ANCHORS. MIN. EMBEDMENT 1 112-
ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR
STUCCO.
4. FOR MULL SIZE AND QUAN777Y OF ANCHORS SEE SHEETS 5, 6 AND Z FOR
TO BE USED _QN_LY WITH PGT INDUSTRIES PRODUCTS
ANCHOR LOC477ONS SEE SHEET J. QUANTITY OF PINNING SCREWS FOR MULL-
5 0-MODIFY NOMS i & 5
"Fir- o7k106
TO -CLIP TO BE HALF THE QUAN77TY OF ANCHORS FROM CLIP -TO -OPENING
(MINIMUM OF 2 SCREWS PER CLIP).
Read W.
F.K. 5,�i/04 C-ADD-�MM. DERU
5. IMPORTAN QUANTITY OF ANCHORS SHOWN ABOVE ARE FOR PICTORML
wr Z;W-AF- ZW
P.J.P. dl;Rlnn
REPRESENTATION ONLY. FOR CORRECT QUANTITY OF ANCHORS, REFER TO
INDUSTRIES Vascrotim:
CHARTS I THROUGH 4 ON SHEETS 5, 6 AND 7. FIND THE APPLICABLE MULL
1" HEWY WALL, CLIP INSTALLATION DETAIL
SIZE AND PRESSURE REQUIRED FOR YOUR SPECIFIC APPLICATION. ANCHORING
A OR LOADING COND177ONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS
1070 IECHAVLOGY DMW
ALUMINUM TUBE CLIPPED MULLION
APPROVAL. ALL STEEL IN CONTACT WITH ALUMINUM TO BE PAINTED OR PLATED.
NOKQ%a. FL 34275
1
6. REFERENCE TEST REPORTS. FTL-2902, 2903 AND 2975. Robert L Clark. P.F_
PE 1712
P.O. BOX 1529
FL 34274 7 622,
MOKOWS, MULLS
i " MULL CLIP
(CLIP TO OPENING)
1EXTRUSION VWG 111099
1 4-1.
jj
1" MULL CLIP
W—TABS REA40
(CLIP TO hfuLL)
EXTRUSION DWG 11099
CUP LENGTH CHART
FOR Yx MULL
MULL SIZE
'A'
I x 2 x 3/8
1 3116
1 x 2 J14 x J18
1 15116
1 x 2 J/4 x 21132
1 J/8
I x 4 x 3/8
.33/1-6
j L - A
4MAX.
L
iMAX.
F
hd 6 T
�0161,y A�
-3MIM-FL
a
ONE (1) ANCHOR
LOCA
-IMIN.TYP
a
IJM'AX.
I-q
THREE (3) ANCHOR
LOC4110
;MIN TYP
LA-J
TWO (2) ANCHOR
LOCA
NOTES:
1. IMPORTANT: QUAN77TY OF ANCHORS SHOWN ARE FOR
PICTORIAL REPRESENTA71ON ONLY. - FOR CORRECT QUANnr
OF AJVCHOn PLEASE REFER To CHARTS I THROUGH 4 0,
SHEETS 5, 6 AND 7. nND THE CORRECT MULL SIZE AND
PRESSURE REQUIRED FOR yDUR. SPECIFIC AppLIC4nom
2 J18 MIN EDGE DISTANCE APPLIES TO ALL DIMENSION
SHOWN AS M4X.
J. REFERENCE TEST REPORTS. FTL-2902, 2903 AND 2975.
JMIN.TYP.r7
13 *
:fMAX.
TYP 1JMAX.
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jb
9
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(A—JI4)112 (A—JI
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THREE (3) ANCHQ
LOCATTO
Robert L. Clark PS —
PE #39712
TO BE USED
PIDZES
1070 IE04NOLOGY DRNE
NWOMS� FL J4275
P.O. BOX 1529
NOKOW, FL 34274
Typ.
@ SIX C-6) -ANCHO
LOCATIONS
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. Z5.20
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NOTE.
I. REFERENCE TEST REPORT FTL-2902, 2903 AND 2975
obed L Clark. P.E.
PE 139712
Structural
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QTY. & TYP.
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IN INCHES
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50
60
1 70
so
so
100
110
120
130
160
CUP TO
OPENING -
(3)13
(2)
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(2) B
(2) B
(2) B
(2) B
(2)-B
(2) B
(2) B
(2) B
(2) B
(2) B
(2)8
(2)8
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(2)8
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(2) B
42
170
170
170
170
170
170
170
170
170
170
170
170
170
170
170
170
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170
170 1
170
48
170
170
160
170
148
169
141
161
138
158
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157
137
157
137
157
137
157
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170
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169
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156
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148
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143
123
141
123
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123
141
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170
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142
116
133
112
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109
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108
124
108
124
108
124
108
124
60
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152
117
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106
122
99
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103
88
101
88
100
88
100
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103
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107
86
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81
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82
73
80
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79
1 73
1 79
108
108
92
92
81
81
73
73
67
67
63
63
60
60
58
58
66
56
56
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91
91
77
77
68
68
61
61
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49
49
47
47
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45
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84
84
71
71
63
63
56
56
51
51
48
48
45
45
43
43
42
42
40
40
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67
57
50
50
44
44
40
40
37
37
35-
35
33
33
32
32
30
30
54
54
46
46
40
40
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32
32
30
30
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28
1 26
1 26
25
1 25'
23
23
44
44
38
38
33
33
29
29
26 1
26
24
24
23
1
23
21
21
1 20
20
18
18
31
31 1
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20
20
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1 18
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-7
Mull
Len
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[__Opening_�
Width
Horizontal Mull
Opening
W,I—L----
I Mull
L,ngth---'
Muftlple Mulled Units
h
NO
1. MaIMUM ALLOWABLE PRESSURE IN PSF.
2. DESIGN is BASED ON- OPENING WIDTH. FOR MULTIPLE UNITS,
CONSIDER ONLY TWO ADJACENT UNITS AT A 77ME. SEE SHEET 1.
.3. REFERENCE TEST REPORT FTL-2902, 2903 AND 2975
4. ANCHOR TYPES. A. ELCO 114" TAPCONS, EMBED. (1 114") OR
114" SS4 CRE7E-FLEX, EMBED. (1 314")
B. #12 SCREWS
5. SEE ANCHOR SPACING DETAILS SHEET J.
TO BE USED _QNLY WITH PGT INDUSTRIES PRODUCTS
Raid
F.P.' 5V50/06 �-=069 WS SHT
700
T 5,tI06 RaMM
Dram By- '
P.J.P. 47281001
INDtisTRIES Dowfoum
1114, 1 " HEAVY WALL, PRESSURE CHART J
Mr.
fQ70 7ECHNCLOOY GRNr
MOKOHM FL 34275 ALUMINUM TUBE CLIPPED MULLION
Robcd L Oct* RE P.O. 60K F529 $wWIUdek Sh"L. om"v fim D
TL L3!71 1 2 AOXOUI% FL JU274 MULLS I scNWTS 1 6 f 7 1 6221 1"""
CHART 4. - 1x4x375
OTY. a TYP.
OPENING
WIDTH IN INCHES
ANCHOR
-
50
60,
1 70
80 1
90
100
1,10
i2o
'160
CUP TO
OPENIN . G
(2) A
(4)B
(3) A
1(6)B
(2) A
(4)8
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1 (6) B
(2) A
1 (4) B
(3) A
(6) B
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(3)A I
(6)B
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(3) A
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I (6)B
(2) A
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(3) A
(ra) B
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(3) A
(2) Pj
(4) B
.(31A
16) *13
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(3) A
(6)13
CLIP TO
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(5) B
(5) B
I
(5) B
(5) B
(5) B
(5)8
(5) B
I
(5) B
(5) B
(5)13
(6)5
(5) B
(5) B
(5) B
(5)8
(5) B
(5) 5
(5) B
42
170
1�2
170
170
170
170
170
170
170
170
170
170
110
170
170
170
170
1 170
170
170
48
17C)
170
170
170
170
1 170
1 170
170
170
77-0-
-170
170
-T7-0
170
170
170,
170
170
50.625
170
170
170
170
170 1
170
1 170
170
170
1 '170
1 170
170
--17-0-T
17-0
170-
170
170
1 170
.170
170
170
170
170
170
154
170 IF-143
170
1 136
170
1 131
WO 1
128 1
170
127 1
170
127
1 11U
IV
I 11U 1
170
170
169
170
144
170
133
170
'126
170
121
170
117
1 169
116
166
116
165
116
1 165 1
170
170
150
170
135
170
125
170
117
166
112
156
108
1 150
106
145
105
144
105
1 144 1
154
170
134
170
120
165
110
148
103
136
98
127
94
120
91
11.5
89
112
88
1
144
.170
125
160
112
140
102
126
95
116
90
108
86
102
83
98
81
95
79
1
140
. 170
121
1 148
1 108
129
99
116
92
106
99
83
93
80
89
78,
87
76
1
1 84 1
128
1 138
1 I'll
1 117.
_
1_98
-T—
1 02
1 90
92
83
83
1
—
73
73
1 69
69
1
66
62
f 62
1 119
1 112
1 95
1 95
1 82
1 82
1 74
1 74
1 67
67
1
58
58
[ 54
1 54
1 52
1_52
48-M
92
1111 59 1 59 f 50 1 50 1 43 1 43 1 38 f 38 1 34
Multiple Mulled Units
Vertical Mull Horizontal Mull -7
------7- mv/1
j-- Length
Wull op,
Length ning
wir- opening
�-Opening-� Mull Width
Width Lnqth--�
W 34 1 32-1 1 Z* I -
11 31 9 2 27 2K]E� 26 23 23 1
NO
1. MAXIMUM ALLOWABLE PRESSURE IN PSF-
2. DESIGN IS BASED ON OPENING WIDTH. FOR MULTIPLE UNITS,
CONSIDER ONLY TWO ADJACENT UNITS AT A TIME. SEE SHEET 1
3. REFERENCE TEST REPORT FTL-2902, 290.3 AND 2975
4. ANCHOR TYPES. A. ELCO 114" TAPCONS, -tUBED. (1 114') OR
114- SS4 CRETE-FLEX. EMBED. (1 314-)
B. f 12 SCREWS
5. SEE ANCHOR SPACING DETAILS SHEET J.
I To BE USED DAff WITH PGT INDUSTRIES PRODUCTS
INDU
WO TECHWIOGY DRNr
NOKOMIS. FL 34275
P.F— POBOX 15"
PE f39712 ArWILIM F1 34274
"a-vj-Cf!.aa....1rww
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mm W.
P.J.P.
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ift
4LUMINUM -TUBE CLIPPED MULLION
KA101mod-& vmKv No.
MULLS I NTS 1 7 -, 7 1 6221
dU T
1VIIAMI-DADE COUNTY, FLORIDA
METRO-DADE FLAGLER BUILDING
BUILDING CODE COMPLIANCE OFFICE (BCCO) 140 WEST FLAGLER STREET, SUITE 1603
PRODUCT CONTROL DIVISION MIAMI, FLORIDA 33130-1563
(305) 375-2901 FAX (305) 375-2908
NOTICE OF ACCEPTANCE (NOA) www.buildingcodeonline.com
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 by Miami -Dade County Product Control Division and accepted
by the Board of Rules and Appeals (DORA) 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
Division (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. BORA reserves the right
to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division 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 cornply with the Florida Building Code,
including the I-ligh Velocity Hurricane Zone.
T_+G_VW�W,4r�
DESCRIPTION:, Ser!§ppt'�
� ftDS,
APPROVAL DOCUMENT: Drawing No.11005-1, titled "Aluminum French door& Sidelite-Impact", sheets
Ithrough 10 of 10, prepared by manufacturer, dated 02-22-07 and last revised on 09/25/07, signed and sealed by
Robert-L. Clark, P.E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of
Acceptance number and approval date by the Miami -Dade County Product Control Division.
MISSILE IMPACT RATING: Large and Small Missile Impact Resistant
Limitation:
1. Use of Table 1, require full length reinforcements for OX, XO, XXO, OXX, OXO and OXXO. The lower
design pressure from. X, XX doors or 0 (sidelite) shall control.
2. Egress operable doors must comply with min clear width per FBC, as applicable.
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state 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 o'r 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 sball
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 consists of this page I as well as evidence sheet E- I and approval document mentioned above.
The submitted documentation was reviewed by Ishaq 1. Chanda, P. E
C
WP
rN
2
Expiration Date -
Approval Date: October 18,2007
Page 1
PGT Industries
NOTICE OF ACCEPTANCE: EVIDE NCE SUBMITTE D
A. DRAWINGS
1. Manufacturer's die drawings and sections.
2. Drawing No.11005-1, titled "Aluminum French door & Sidelite-Impact", sheets
lthrough 10 of 10, prepared ' by manufacturer, dated 02-22-07 and last revised on
09/25/07, signed and sealed by Robert L. Clark, P.E.
B. TESTS
Test report on 1) Air Infiltration Test, per FBC, TAS 202-94
2) Uniform. Static Air Pressure Test, per FBC, TAS 202-94
3) Water Resistance Test, per FBC, TAS 202-94.
4) Large Missile Impact Test per FBC, TAS 201-94
5) Cyclic Wind Pressure Loading per FBC, TAS 203-94
6) Forced Entry Test, per FBC 2411.3.2.1 (b) and TA8 202-94
Along with marked -up drawings and installation diagram of aluminum out swinging
French door w/ sidelites, prepared by Fenestration Testing Laboratory, Inc., Test Report
No FTL-5212, dated May 05, 2007, signed and sealed by Carlos S. Rionda, P.E.
C. CALCULATIONS
1. Anchor verification and comparative analysis dated 06-21-07 and last revised on
09/25107, prepared by PGT, signed and sealed by Robert L. Clark, P.E.
2. Glazing complies with ASTME-1300-02
D. QUALITY ASSURANCE
1 . Miami Dade Building Code Compliance Office (BCCO).
E. MATERIAL CERTIFICATIONS I
1. Notice of Acceptance No. 05-1208.02 issued to "E.I. DuPont Denemours" for
"DuPont Butacite @ PVB" dated 02/15/01,'expiring on 12/11/10.
2. Notice of Acceptance No. 03-0827.08 issued to Solutia Inc, for "Solutia Interlayer
for laminated glass", expiring on 03/04/09.
F. STATEMENTS
1. Statement letter of conformance and no financial interest, dated 06-21-07, signed
by Robert L. Clark, P.E.
2. Letter of lab compliance, part of the above test reports.
G. OTHER
1. Test proposal dated Jan. 18, 2007 approved by BCCO.
cw-!, I . L 6. - J,_
Ishaq 1. Chanda, P.E.
Product Control Exanjiner
NOA No. 07-0629.10
Expiration Date: October 18, 2012
Approval Date: October 18,2007
E-1
NOTES: OUTSWING IMPACT FRENCH DOOR(S) AND SIDE LITE(S)
1. GLAZIN 0 T'ONS'-
�F A ')CONSISTING OF (1) LITE OF 1/8' ANNEALED GLASS PLUS AN.090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEXfKEEPSAFE MAXIMUM
[M 3f8--5?FMPtN—O . i AT
P[:US-(!) LITE OF 3116� HEAT STRENGTHENED GLASS.
B. 3/8"LAMI NOM. (.402-) CONSISTING OF (1) LITE OF 1/8' HEAT STRENGTHENED GLASS PLUS AN.090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE
MAXIMUM PLUS (1) LITE OF 3/16- HEAT STRENGTHENED GLASS.
C. 7116" LAMI NOM. (.465-) CONSISTING OF (1) LITE OF 3/16' ANNEALED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEXJKEEPSAFE MAXIMUM
PLUS (1) LITE OF 3/16- HEATSTRENGTHENED GLASS.
D. 7/16- LAM[ NOM. (.465') CONSISTING OF (1) LITE OF 3/16- HEAT STRENGTHENED GLASS PLUS AN.090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEXJKEEPSAFE
�iAXIMUM PLUS (1) LIT� OF 311 W HEAT STRENGTHENED GLASS.
2. DESIGN PRESSURES: SEE TABLES I AND 2 ON SHEET 2.
A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300-02.
B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 13DO-02.
3. CONFIGURATIONS: X �O 29,< 2LO, PX, XXO, OXX XO, AND OXXO.
4. ANCHORAGE: THE 331/3% 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 FBC, CURRENT EDITION. FORANCHORAGE
REQUIREMENTS SEE SHEETS 8 THROUGH 10.
5. SHUTTERS ARE NOT REQUIRED.
6. SEALANT: INSTALLATION SCREWS, FRAME AND PANEL CORNERS SEALED WITH CLEAR COLORED SEALANT.
7. REFERENCES:
TEST REPORT FTL-52`12, ELCO TEXTRON NOA: 04-0721.01, 03-0225.05, ANSI/AF&PA NDS-2005 FOR WOOD CONSTRUCTION AND ADM-2005 ALUMINUM DESIGN MANUAL.
8. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, CURRENT EDITION 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 5), 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
EXTERIOR
112" GLASS BITE
LA
A
EXT. - 1/87 ANNEALED
HEAT STRENGTHENED GLASS
.090 PVB INTERLAYER
DUPONT BUTACITE OR
A SAFLEXIKEEPSAFE MAXIMUM
INT. - 3/16" HEAT STRENGTHEND GLASS
—1.402
EXTERIOR
FAI
EXT. - 3(16"ANNEALED OR
HEAT STRENGTHENED GLASS
.090 PVB INTERLAYER
DUPONT BUTACITE OR
SAFLEXIKEEPSAFE MAXIMUM
INT. - 3116" HEAT STRENGTHEND GLASS
7/16" LAMI NOM.
;S BITE
It
OPTION A OR fir, NOTE 1 GLAZING OPTION C OR D, NOTE 1
D--w-
10M Ta;I�OGYDRW N07ES AND GLAZING DETAILS
M.
&VML 7HX#0ewAW GL4WBfM. NOKOW, FL SW5 ALUM. FRENCH
LAMODErAMS AM a4WDEC 176C. MWW RCL BOX im _ic;_ DOOR & SIDE LITES, IMPACT
MU4 ix 1 10 lo""'11005-1 8
FD101 I I -
NOA DRAWING MAP
TOPIC SHEET
GENERAL NOTES ............
1
CONFIGURATIONS ...........
I
GLAZING DETAILS ...........
I
DESIGN PRESSURES ......
2
ELEVATIONS ....................
3
VERT. SECTIONS .............
4
HORIZ. SECTIONS ...........
6
PARTS LIST ......................
6
EXTRUSIONS ...................
6.7
ANCHORAGE ....................
8-10
Approved as complying wilb the
Flo Code
V.=82Ze,zw7
NOA#—j�� - �/
Miami Dadc Product Control
Divisjon
Robe L Clark, P.F—
PE #39712
structural
TABLE 1. DESIGN PRESSURES FOR ALL CONFIGURATIONS
A APPROVED CONFIGURATIONS: X XX, 0, OX, XO, OXO, XXO, OXX & OXXO
(FOR DOORS W/ SIDE LITES THE LOWER DP FOR THE DOOR OR SIDE LITE PREVAILS)
REINFORCEMENT IS REQUIRED AT DOOR & SIDE LITE CONNECTIONS
DOORS WITH GLASS TYPq$�A!, B, C OR D
HEIGHT
X Vvl D T H i 9-MEW a Z � 1-4 V-7- 7D - 8 3 3 IW 8 7 3 fW' 91 3IN' 80 - 95 3/4"
30 37 +i � -7 -75.01+75.01-7-5.01+75.01-75.0 +75.07-75-0
+75.01
0 VVIDTH SINGLE SIDE LITES WITH GLASS TYPE A
27 3/4" +75.0 -75.0 +75.0 -75.01+75.0 -75.01+75.0 -75.01+75.0 -75.0
36 1/9' +75.0 -71.41+67.61-67.61+64.2 --64.2
36 3/4" +75.0 -63.1
0 WIDTH I SINGLE SIDE LITES %MTH GLASS TYPES B, C OR D
363/47'1+75.01-75.01+75.01-75.01+75.01-75.01+75,01-75.01+75.OF-75-0
TABLE 2. DESIGN PRESSURES FOR COMBINED DOOR I SIDE LITES ONLY
APPROVED CONFIGURATIONS: OX, XO, OXO, MO, OXK& OXXO
(THE LOWER DP FOR THE DOOR OR SIDE LITE PREVAILS.)
REINFORCEMENT IS NOT REQUIRED AT DOOR & SIDE LITE CONNECTION
I GLASS TYPES A B, C OR D
XMDTHIMWIDTH
68-793/4"
70-833/4-
87 314"
913/4"
89 - 95 314!'
:90 25 1&'
40 47 31W'
'+58.6
-58.6
+55.41
-55.4
+52.4
-52.4
+49.8
-49.8
+47A
-47.4
27 112"
513/4"
+54.9
-54.9
+51.8
1-51.8
+49.0
-49.0
+46.5
-46.5
+44.3
-44.3
29 1/2"
55 3/4"
+51.7
-51.7
+48.8
-48.8
+46.1
-46.1
+43.8
-43.8
+41.6
-41.6
26 31 1/2"
50 59 3/4"
+49.0
-49.0
+46.2
-46.2
+43.6
-43.6
+41.4
-41.4
+39.3
-39.3
33 1/2"
54 63 3/4"
+43.11
-43.1
-+43.1
-43.1
+41.5
-41.5
+39.3
-39.3
+37.3
-37.3
35 1/2"
673/4"
+38.1T,
-38-1
+38.1
-38.1
+38.1
-38.1
+37.5
-37.5
+35.6
-35.6
30 37 1/2"
60 713/4"
+34.0
-34.0
+34.0
-34.0
+34.0
-34.0
+34.0
-34.0
+34.0
-34.0
SINGLE 0 WIDTH
SIDE LITE 103/4,,
12 3/*'
19.1
213/4"
27 314"
36 1/8"
3 1 6 3/4"
GLASS TYPES
A, B, C OR D
+75.0
-75.01+75.0
-75.0
+75.0
-75.0
+75.0
-75.0
+75.0
-75.0
+75.0
-75.01+75.0
-75.0
+75.0
-75.0
+75.0
-75.0
+75.0
75.0
+72.4
'-72.41+68.5
-68.5
+65.0
-65.0
+61.9
-61.9
+59.0
-59.0
+64.5
-64.6
+61.0
-61.0
+57.8
-57.8
+55.0
-55.01+52.4
-52.4
+52.9
-52.9
1
+49-9
-49.91+47.2
-47.2
1+44.7
-44.7
+42.6
-42.6
+35.2
-35.2
+35.2
-35.2
RE�P
1 +3M.2
-35.21+35.2
-35.2
+34.4
-34.4
+34.0
-34.0
+34.0
0
+34 .0
-34.01
+5�.O
-34.0
+34.0
-34.0
APOKOW, FL 3f=
m;avm
NOTES:
A, - GLASS TYPES:
4�&' ITI/8- A, .090 PVB, 3116' HS)
9:-3-/6'-LXfi (1/8' HS,.090 PVB. 3/16' HS)
C. 7116- LAM[ (3/16- A_090 PVB. 3/16- HS)
D. 7116- LAM[ (3116- HS, .090 PVB, 3/16- HS)
2 COMBINED DOOR & SIDE LITE WIDTHS FOR TABLE I OR 2.
MAX. OXIXOWIDTH = 731/2"
-1. - OkO WIDTH = 109 112'
MAX. XX01OXX WIDTH = 107 3f4"
MAX. OXXO WIDTH = 143 3/4"
3. SINGLE DOORS 33 518"WIDE OR OVER AND THE OPERABLE PANEL OF DOUBLE DOORS 64 1/8"
WIDE OR OVER FROM EITHER TABLE COMPLY WITH THE EGRESS REQUIREMENTS OF THE
FBC, CURRENT EDITION. NARROWER DOORS MAY BE USED WHERE EGRESS IS NOT
REQUIRED BY CODE.
4. DESIGN PRESSURES UNDER 40 P.S.F. ARE NOT APPLICABLE IN MIAMI-DADE COUNTY.
5. EXAMPLES OF COMBINED DOOR AND SIDE LITE DESIGN PRESSURES:
EX. A FROM TABLE 1.
OXO WITH GLASS TYPE A
30"WIDE x 90" HIGH SINGLE DOOR WITH 29"SIDE LITES
DESIGN PRESSURE = +67.6 / -67.6 PSF F
EX. B FROM TABLE 1.
OXXO WITH GLASS TYPE A
68"WIDE x 85" HIGH DOUBLE DOOR WITH 36 112" SIDE LITES
DESIGN PRESSURE = +70.41-70.4 PSF
EX. C FROM TABLE 2.
OXO WITH GLASS TYPE C
30"WIDE x 87 3/4" HIGH SINGLE DOOR WITH 26" SIDE LITES
DESIGN PRESSURE = +43.6 / -43.6 PSF
EX D FROM TABLE 2.
OXXO WITH GLASS TYPE C
63 3/4"WIDE x 80" HIGH DOUBLE DOOR WITH 26"SIDE LITES
DESIGN PRESSURE = +43.11-43.1 PSF
FOR COMBINED DOOR AND SIDE LITES FROM TABLE 1, WHICH
REQUIRED REINFORCEMENT AT DOOR TO SIDE LITE
CONNECTION SEE SECTION E-E, SHEET 5 FOR REINFORCEM , El
DETAIL.
mw
IMPACT
VL4* '6 F;fOl IX 1 2 -1 10 110054
Applvvcd its con,piyifkg *10, tb.
F, d ou-jingCode
on au �-
Date C
NOJO :P�"mdml C112001
misvil Dwe
Dmsl-j. t -11,�
BY ---6
14
4�
Pl�
kobert
�Clwk, P.E.
PE M9712
swmtuml
731/2"MAX.
36 3/4'
�_ MAX.
\, (49
Ef JE
x 0
SEE NOTE 4
Ck _0p
37 112"
MAX.
A
95 3/4"
49
MAX.
HT.
P.
84318
MAX.
DLO
Typ.
cryp
b
JD
i7lrP-�
x
I
t�
I
3631,P ---1091/2"MAX. 36 314'__�
MAX. ----i—SEE NOTE 3—�— MAX
E�j
JE/Er
JE
l/
1
x
0
A
Fil
143 3/4' MAX
36 314"
RAA)f- SEE NOTE 3 36 3/4'__j
I MAY I
49
41
c-
95
MA
(TY
E�
JE
Er
JE
0
XACT
/X IMCT.
0
SEE NOTE 4----" -'--SEE NOlTilE 4 SEE NOTE 4 ---' "'�8 %'--SEE NOTE 4
oxo 0)(X0 41
—71 3/4"MAX.
24 9/16" MAX.
DLO (TYP)
XACT.
36 3/4"
MAX.
33 5/8" MAX
B
lo
c F
KINACT.
95 314"
MAX.
P.)
84 318"
MAX.
DLO
(TYP.)
F
G
G
DOOR
DLOHEIGHT =HEIGHT-11318",&
DLOWIDTHX =DOOR WIDTH -12151`16"
DLO WIDTH 'XX'= DOOR WIDTH/2 -115116
SIDE LITE
DLO HEIGHT = HEIGHT -11 3/8"A
DLOWIDTH =WIDTH-31/8' ,
x P% xx 0_0
NOTES: —
1. FOR ANCHORAGE DETAILS SEE SHEETS 8 THROUGH 10.
2. FOR HORIZONTAL AND VERTICAL SECTIONS SEE SHEETS 4 AND 5.
3. SIDE LITES OVERLAPX AND "XX'DOORS BY 3/4"WHEN ASSEMBLED TO MAKEXU,'O)(`,'0XaAXO','0)C(` AND'OXXO' CONFIGURATIONS.
4. REINFORCEMENT LOCATION FOR SIDE LITE TO DOOR CONNECTIONS (SEE APPUCABILITY SHEET 2).
5. CLEAR OPENING FOR X ANDXX'DOORs As FOLLOWS: (X DOORS WIDTH - 5.646) (WC DOOR = DOOR WIDTH/2 -4.079)
for. ami. faft6ftm
10707EMIDLOGYMNE ELEVATIONS
K. ' WS07 a caRRWTVERTWALfX0AWF0RW" NoKcwn% R 3a75 7111.
b� js;� AnDOLOFMAL"SMR VOORANDSWUYEADODOORDLOD111A -PAC;- ALUM, FRENCH DOOR & SIDE LITES, IMPACT
BMW A EEh7)FYDEOLDOOLTANi)SPECFY2rACr..VMWPmcr. pLasmimp &� --rift
78jr .-OHS FL SW4 VW* &nmw-r FVIO NTS 3 ,10
"A 2MV7 J.7 1100&1 B
jNvI4!1� I _
14
'llic
RobertL lark,p.c.
PE 439712
structurlil
R'
K.
IN
OR
DOOR SECT. A -A
VERTICAL
I-ERIOR
SL SECT. 13-13
10 TEC&%M0CWV&WF
imomma-*w,
F
P.O."IM
"010A M SV74
INTERIOR
MAX.
SIDE
LITE
HEIGFIT
SL VIEW G-G
CORNER ASSEMBLY
CLEAR COLORED SEALANT
Approved as complying ivith ibe
Florida Buiding Code 7
put
NOA
Mismi Bide ftvduef Contml
DJAW04
EXAMPLE ELEVATIONS 11
oft
ALUM. FRENCH DOOR & SIDE L/TES, IMPACT Robert Clark, P.F—
#39712
PD101 112K 4
Boner I- I- - 10 -- 11005-f a structural
r-(jSPACING, SAME AS
67 JAMB ANCHOR SPACING
7. 8 AND 9)
MAX. SL WIDTH (SEE SHEETS
LO SEE TABLES I AND 2 AND
\-�2)2 NOTES ON SHEETS 1 & 2
62 FOR APPLICABILITY
66 62 SL SECT. E-r- 1--/
HORIZ. (DOOR W/ SIDE LITE)
,On_—llW0uWM?lW
NOW=, FL 3aM
P.O. BOX W
NaWN14 a W74
INTERIOR
EXTERIOR
i" MAX. SL WIDTH
Ll�w
SL SECT. F-F
HORIZ. (SINGLE SIDE LITE)
kLUM. FRENCH DOOR & SIDE
FD101 18,16f 1 10 1"
Approved as complying with the
Flonda Bulding Code
Dole c. f
N a
Miami Dade Product Cmcj
J.y
TES, IMPACT Robert
RM PE #39712
11005-1 1 B Structural
LO SEE TABLES I AND 2 AND
\-�2)2 NOTES ON SHEETS 1 & 2
62 FOR APPLICABILITY
66 62 SL SECT. E-r- 1--/
HORIZ. (DOOR W/ SIDE LITE)
,On_—llW0uWM?lW
NOW=, FL 3aM
P.O. BOX W
NaWN14 a W74
INTERIOR
EXTERIOR
i" MAX. SL WIDTH
Ll�w
SL SECT. F-F
HORIZ. (SINGLE SIDE LITE)
kLUM. FRENCH DOOR & SIDE
FD101 18,16f 1 10 1"
Approved as complying with the
Flonda Bulding Code
Dole c. f
N a
Miami Dade Product Cmcj
J.y
TES, IMPACT Robert
RM PE #39712
11005-1 1 B Structural
DESCRIPTION
FRAME HEAD
WSTP.,Q-LON.190 X.375 RGH
BULB WEATHERSTRIP.187 X.300 HIGH
8
995
70995
GASKET (BETWEEN THRESHOLD & FRAME JAMB)
9
996
70996
GASKET (BETWEEN HEAD & FRAME JAMB)
10
952A
6533016
FILLER HEAD ADAPTER
11
11000
611000M
OUTSWING THRESHOLD
12
1670
671670
WSTP, .350 RD FOAM FILL T-SLOT (AMSBURY#3201 1)
13
11004A
611004M
OUTSWING THRESHOLD CHANNEL COVER
14
111001A
1411001A
ACETAL SPACER.065 (INHOUSE INJECTION MOLDED)
15
11002A
411002A
ACETAL SPACER.095 (INHOUSE INJECTION MOLDED)
16
11003A
411003A
ACETAL SPACER.140 (INHOUSE INJECTION MOLDED)
20
915D
60380
FRAME JAMB (OUTSWING)
21
1010
6Q300
WSTP.,Q-LON.190 X.375 HIGH
22
6608
66608M
IREINFORCEMENT, 1.00OX2.75OX0.650,
23
1140
78XI12PSATS
1#8 X 1.500 PH SQ A T/S
27
17070
167070K
BULB WEATHERSTRIP .187 X.300 HIGH
30
910D
6910
DOOR PANEL, TOP & 1301TOM RAIL
31
911 E
6911
DOOR PANEL, SIDE RAIL
32
917
7FRMO
HINGE EXTRUSION
33
1178
71058FP W,B
#10 X.625 PH. FL. SMS
34
913A
60378M
TRUSS CLAMP
35
1130
6TRODA
5116-18 THREADED ROD
1 36
1990
17990NUTA
5116-18 FLANGED HEX NUT
1 37
1914A
160379M
WEATHERSTRIP CHANNEL
1 38
1
17834FPT
#8 X.75 PH. FL. TEK
43
11212
17P30GG
SILL DUST PLUG (INACTIVE PNQ
44
983B
983
DOOR PANEL ASTRAGAL I (OUTSWING)
45
984B
16984
DOOR PANEL ASTRAGAL 2 (OUTSWING)
46
1213
16Q200K
WSTP.,Q-LON.190 X.200 HIGH
47
929
174UBLOK
LOCK SUPPORT ASSY. (41707 & 41708)
52 931 17FRSPX
53 1118 171OX34PFA
54 W 170957X
55 1118 - 1710)34PFA
&Ab
A
0.1.
J.j.
.750 PH FL SMS
LE STRIKE PLAT
.750 PH FL SMS
NOKOMIS, R.U275
P.O. BOX 1=9
NOKWd FL 3W4
916B
1155
93 11224 16TP247 I BULB, THICK (USED IN EXTRUDED BEAU)
94 GLAZING SILICONE, DOW 899, 983 OR EQUIVALENT.
95 GLASS, 3/8' LAMI - 1/8- A, .90 PVB, 3/16- HS
96 GLASS, 3/8" LAMI - 1/8' HS_90 PVB, 3/16" HS
97 GLASS, 7/16" LAMI - 3/16" A, .90 PVB, 3116- HS
98 GLASS, 7/16- LAMI - 3/16- HS, .90 PVB, 3/16" HS
102 11006A 141106A JACETAL SPACER.295 (INHOUSE INJECTION MOULR�N
103 OFF -THE SHELF I DEAD BOLT LOCK
.504---1 �—
rl
OUTSWING THRESHOLD
CHANNELCOVER
6063-T6
Approved as conilliving Will' the
F1 rid Rul.lill C dc
110, 3
D
NOA#—g 7-06-ZF—Le-
2.750-----1 mi..i vade Product Contra'
Div I
l.Q00
.650
TUBE MULL
6063-T5
PARTS LIST
ALUM. FRENCH DOOR A SIDE LITES, IMPACT Robe L Oark, P.E.
v *vm. PE #39712
FV10 I/ZC 6 10� 11005-1 SWWW81
lft*" P - 7B ____j
4.626
4.000 .062-
4.726
4
1-1.750-1
DOOR PANEL DOOR PANEL
TOP & BOTTOM RAIL SIDE RAIL
6063-T5 @ 6063-T5
3 * 655 3.111
1 5450
1.400
050---1
FILLER HEAD ADAPTER
6063-T6
3.000
T-
1.272 1.479
.0;oJ-1
FRAME HEAD
6063-T6
.050
89
A89 ==t
3 3.000_
.000 -
OUTSWING THRESHOLD
6063-T6
1.600
.125
750
—T
TRUSS CLAMP
6063-T5
4.100
750-1
675
DOOR PANEL
INTERIOR ASTRAGAL
6063-T5
.050
.683
T--"f
3/8" ING BEAD
606'-4TS
i � 3.100 -
3.100
I
4.675
1-1.750-1
4,726
100
L
DOOR PANEL
E)(TERIOR ASTRAGAL
6083-T5
.050
.683
-�—lleeef
SLHEADER SL SILL
6063-T6 (B 6063-T6
7116" GLAZING BEAD
6063-T6
2
1070 79CMCLOGYMVE EXTRUSI PR
NOKONA rL 34275 7ft
P.a aox ing ALUM. FRENCH
NaKOAVS� FL 34274 ff.%.lWb*k
-1 FD101 lo'l'1'2x
1.4801
3 000
. Lf - 050
DOOR FRAME,
JAMB
6063-T6
1.578—�
---� .890 �--
050
3.00
i— —1 0
SLJAMB
6063-T6
830
2.980
.050�fl
SLJAMB
ADAPTER
6 �-TB
ILES
OOR & SIDE LITES, IMPACT
.e INW.
7 - 10 I"""N'11005-1 B
I
.050— 0
.250--� �—
WEATHER
STRIP CHANNEL
6063-T5
0.375
2 125
. ET. 5
HINGE
6063-T5
Approved us w"b the
"o,ida Buiding COde
WA
Di,
.,RL
'jj
d
7w
R�je�rt ilL Cla rk, P.E.
PE #M712
Smotural
HEAD
�-ZONE 'C"--i
Lu < x LLI
z z
0
N
SILL
ZONE"C"
SEE TABLE 3., SHT. 9
HEAD HEAD
ZONE -D'--t--ZONE 'D--1
7\
5
LLI
z xx > Zw
0
N
HEAD HEAD HEAD
t-ZONE-�- ZONE -F---t- ZONEI
E' 'E'
z
0
OXID
w
z
N
SILL SILL
�-ZONE"D" ZONE"D
SEE TABLE 4., SHT. 9
HEAD
t--ZONE 'E'--i
�j
w
z
0
z
0
SILL
ZONE"E'
SEE TABLE 5., SHT. 9
HEAD HEAD HEAD
ZONE -D--t-- ZONE F---�ZONEI
E'
z
w.
OR
OXX
z
0
N
(XXO
N
HEAD
�-ZONE 'D'-t
HEAD
ZONE 'E"
EO
wz
XO OR
OX
Lu
i
0
NO
ca
N
m
SILL
"D't-4---ZONE'!'E,
SILL
ZONE
�TABLE 6--��SFfET—J��
HEAD HEAD HEAD HEAD
t-ZONE-t- p.--t-ZONEI
ZONE"F--f-ZONE E'
--- -- .... ..
EXAMPLE
ANCHORAGE SOLUTION
FOR A CONCRETE
OXXO INSTALLATION
A. 19"x 83 314" SIDE LITES 'B"AND
"E"ZONE ANCHORS FROM
TABLE 7. SHEET 9.
PLUS;
B. 71 3/4"x 83 3/4"XX DOOR ZONE
"F ANCHORS FROM TABLE 4,
SHEET 9, EACH -F" ZONE.
SEE ENCIRCLED VALUES, SHEET 9
SOLUTION:
TOTALS (4) TYPE I OR 2 ANCHORS
EACH JAMB AND 2+5+5+2 = (14)
TYPE I OR 2 ANCHORS AT HEAD
AND AT SILL.
17
ul:
z
OXXO
z
m
133
SILL SILL SILL . SILL SILL
�ZONE-�-- SILL -4-ZONEA SILL SILL --�ZONE4 �ZONE--�- SILL SILL. --�ZONE4
"E" ZONE'P -E" ZONE'D" ZONE"F` 'E' ZONE"F- ZONE'F'
SEE TABLE 7., SHT. 9 SEE TABLE 7., SHT. 9 SEE TABLE 7., SHT. 9
ALSO USED AS AN EXAMPLE OF ANCHORAGE FOR A 83 3/4"H UNIT,
NOTES: 71 3/4WXX'DOOR WITH 19"W SIDE LITES (SEE SOLUTION ABOVE)
1. APPROVED ANCHOR TYPES ARE: 1.1/4-ELCOTAPCONS 2.1/4"ELCO SS4 CRETE-FLEX MASONRY ANCHORS 3412SCREWS
2.ANCHOR QUANTITIES ARE BASED ON SPACING AS FOLLOWS (3- MIN. O.C.. FOR CONCRETE): SEE EXAMPLE OXXO ANCHOR LAYOUT ABOVE.
JAMBS(ALL) 131/4�'MAX. FROM CORNERS AND 231/8- MAX. O.C.
HEAD& SILL OF DOORS: 6" MAX. FROM CORNERS, 9" MAX FROM ASTRAGAL CENTERS AND 20 7/8" MAX. O,C.
HEAD& SILL OF SIDE LITES: 6" MAX. FROM CORNERS AND 24 3/4"MAX. O.C.
3. TO DETERMINE ANCHOR QUANTITIES FIND THE CONFIGURATION ABOVE THEN REFER TO THE APPROPRIATE TABLES ON SHEET 9.
I
1070TECHAPOLOGYMNE
NOKOWS, FL 34276
P.apaKlwi?
MCK009, FL 34274
ANCHORAGE, CONFIGURATIONS
;m?
E
N0CH4WE7MSHEET
W.
ALUM. FRENCH DOOR& SIDE LITES, IMPACT
004 V..6vt&
F13101 NTS 8 a 10
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PE #39712
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Z X - HEADISILL"D"
0 VIDTH 10
USE JAMB ANCHOR FROM TABLE 3. AND SAME LINE HEAD QUANTITIES FROM TABLE 4. FOR DOOR V X -JAMB"A" x
rn t, 14 14... 1 b. 14-14 14 1 p. I -rL I -t� I N 0 - JAMB "B"
0 - HEAD/SILL -E" 0
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.8 110
-t, 14 1 .4. 41-0-JAMB 13
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BUCK, NOTE 2
1318"
MIN.
I W MAX.
SHIM
WOOD _;t
gX
EXT. ANCHOR
TYPE 2 OR 3,
NOTEI
DOOR HEAD (WOOD)
I air
1/4" MAX. SHIM MIN. 1/4"MAX
SHIM
— 1 a14" 13/4"
3.4 KSI MIN. CONC. MIN F_D.�_MIN E.-D-71
IX WOOD % 1 3/8"TYPE I
BUCK, NOTE 2
1 3/4"TYPE 2
—1/4"MAX 14 eTl
SHIM
CONC. EXT.
ANCHOR,
NOTE I
11/4' TYPE I OR 2 (CMU)
13/8"TYPE1(CONC) SIDE LITE HEAD
314' TYPE 2 (CONC)
T--r 114"MAX.
3/4' MIN. E.D. I
WOOD - _.. '. .4. 1
ANCHOR
ON CONC
STAGGERED ANCHOR
CENTERS,- ON
TYIE STAGGE.—
D C;K
2 OR 3. CENTERS,
314"MIN
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NOTE1 NOTE1
2X WOOD ix WOO BU
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DOORJAMB OOD) 0`Oi0R,,,,'JAMg-.,(p0 ? NC)
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EXT_
1/4" MA)C EXT.
SHIM e_
—1
1318"MIN.
-2X WOOD BUCK NOTE 2
DOOR SILL (WOOD)
NOTES:
-NOTE 3
=1/4"MAX.
i
3/8"MIN.
CONC.
ANCHOR,
NOTE I
2XWOOD 3.4 KSI MIN. CONC.
BUCK, NOTE 2 1 1X WOOD BUCK, NOTE 2
1318"MIN.
i
--1/4"MAX.
SHIM
WOOD
ANCHOR
TYPE 2 OR 3,
NOTE I
EXT.
SIDE
114"MAX.SHIM-i
13/4"M[N.E.D.1
1 318'TYPE I
I 3/4"TYPE 2
—1/4"MAX
SHIM
CONC.
ANCHOR,
NOTE 1
HEAD(CONC) -
1 114' TYPE I OR 2 (CMU)
1 3/8' TYPE I (CONC)
4 '21A-rVDr: 1) Irnmr-1
-A... 1.5 KSI MIN. CMU OR
3A KSI MIN. CONC.
)D
ZCHOR. 1 3/4' MIN. E.D.
TYPE
D��' t20R3,
4
2X WOOD j EXT. NOTE I
BUCK, NOTE 2 IX WOOD BUCK, NOTE 2 EXT.
SIDE LITE JAMB (WOOD) SIDE LITE JAMB (CONC)
WOOD ANCHOR TYPE 2 CONC. ANCHOR,
A F,-,OR 3, NOTE I A F-ANOTE 1 F
EXT_
I 3/8"TYPE 1
1 314"TYP
E2
:4.
13/4' L
I - 3.4 KSI MIN. CONC.
1XWOOD
BUCK, NOTE 2
-114"MAX
SHIM
__T
1 3/8"MIN.
MIN. E D
2X WOOD BUCK, NOTE 2
20RISIL�� SIDE LITE SILL (WOOD)
SHIM
—i
'TYPEI
3AKSIMIN. 3/4"TYPE 2
CONC.4-'.
t__ 1314" ---1
MIN. E.D.
SIDE LITE SILL (CONC)
1. FOR CONCRETE INSTALLATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED ELCO 1/4' TAPCONS EMBEDDED 13/8- MIN. (TYPE 1) OR 1/47SS4
CRETE-FLEX EMBEDDED 1314- MIN. (TYPE 2). THE MINIMUM DISTANCE FROM CENTER OF ANCHOR TO CONCRETE EDGE IS 13/4'. FOR WOOD INSTALLATIONS USE
#12 SCREWS, G5 (TYPE 3) OR ELCO 1/4- SS4 CRETE-FLEX ANCHORS EMBEDDED 1318- MIN. (TYPE 2).
2. WOOD BUCKS DEPICTED AS 1x ARE LESS THAN I 112"THICK. 1x WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS
DEPICTED AS 2x ARE 1 1/2"THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY THE
AUTHORITY HAVING JURISDICTION (AHJ).
3. IF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED, NON -SHRINK, NON-METALLIC GROUT (3400 PSI MIN.), (DONE BY OTHERS)
MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE. IF SUBSTRATE IS
WOOD. 30# FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE, OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION.
0-40-
WECHNMOGYMNE ANCHORAGE DETAILS
NOKOMIA FL 34275 7*1
ALUM. FRENCH DOOR & SIDE LITES, IMPACT
P.O. BOX 1=9 5.601.1A Dmftft I R11
MKOMIS. FL S274 - Viii* Bef&-r mial NTS lo -r io 1100&1 B
13", la", I
Appro-d flit
Florida IlUidilbg CbLIC
Date 6 1 k/ 200�
N6A# �:7-06Z9;- ffJ
Mlxmi Dadi Product Control
vi
Robe L. Clark. P.E.
FE 039712
shictural
A
MIAMI-MDADE MIAMI-DADE COUNTY, FLORIDA
emm PRODUCT CONTROL SECTION
BUILDING AND NEIGHBORHOOD COMPLIANCE DEPARTMENT (BNQ 11805 SW 261h
BOARD AND CODE ADMfNISTRATION DIVISION Street, Room 2.08
Miami, Florida 33175-2474
NOTICE OF ACCEPTANCE (NOA) T (786) 315-2590 F (786) 315-2599
PGT Industries MW.Miamid de. ov Ilding
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 Miarni-Dade County BNC-
Product Control Section to be used in Miami -Dade County and Other' areas where allowed by die 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 theirjurisdiction. 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,
DE SCRIPTION: erie
lninlft�singi- jjgM, fKd ow.
APPROVAL DOCUMENT:'Drawing No. 4040-20, titled "Alum. Single Hung Window, Impact", sheets
I through I I of 11, dated 09/01/2005, with revision "C" dated 04/01/2011, prepared by manufacturer,
signed and sealed by Robert L. Clark, P, E., bearing the Miami -Dade County Product Control Revision
starnp 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.
LIMITATIONS: Miami -Dade County Product Controil Approved Shutters Or Protection Devises shall be
required for Glass Type "M" at instal lations above 30 Ft. above ground.
LABELING: Each unit shall bear a permai . ient label with the, manufacturer's name or logo, city, state,
model/ series and following statement, "Mial-ni-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 perfori-nance 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 Mfanfl-Dade County, Flori . da, 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 thejob site at the request of the Building Official,
This NOA revises NOA No. 11-0128.03 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.
)E co��
S
Expiration Date: �1-1,12bly69
Approval Date-%)-'��i '2 !if
Page 1
PGT Industries
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTE D
A. DRAWINGS
1. Manufacturer's die drawings and sections.
2. Drawing No 4040-20, titled "Alum. Single Hung Window, Impact", sheets I through I I
of 11, dated 09/01/2005, with revision "C" dated 04/01/2011, prepared by manufacturer,
signed and sealed by Robert L. Clark, P. E.
B. TESTS
I. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94
2) Uniform Stati * c Air Pressure Test, Loading per FBC TAS 202-94
3) Water Resistance Test, per FBC, TAS 202-94
4) Large Missile Impact Test per FBC, TAS 201-94
5) Cyclic Wind Pressure Loading per FBC, TAS 203-94
6) Forced Entry Test, per FBC 24113.2. 1, TAS 202-94
along with marked —up drawings and installation diagram of an aluminum single hung
window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Report
No. FT1,4957, dated 10/03/06, signed and sealed by Edmundo Largaespada, P. E.
(Submitted under previous NOA No. 0 7-0322.06)
2. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94
2) Large Missile Impact Test per FBC, TAS 201-94
3) Cyclic Wind Pressure Loading per FBC, TAS 203-94
along with rnarked—up drawings and installation diagram of an aluminum single hung
window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Reports
No.'s FTL-4958 and FTL-5063, dated 10/03and 11/21/06, both signed and sealed by
Edmundo Largaespada, P. E. ,
(Submitted under previous NOA No. 0 7-032Z 06)
3. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94
2) Cyclic Wind Pressure Loading per FBC, TAS '203-94
along with marked —up drawings and installation diagram of an aluininuin single hung
window, with fin fi-arne, prepared by Fenestration Testing Laboratory, Inc., Test Report
No. FTL-4645, dated 08/11/05, signed and sealed by Ediiiundo Largaespada, P. E.
(Submitted under previous NOA No. 0 7-0322.06)
4. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94
2) Cyclic Wind Pressure Loading per FBC, TAS 203-94
along with markod—up drawings and installation diagram. of an alw-ninum single hung
window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Reports
No.'s FTL-4649 and FTL-4723, dated 10105 and 08/11/05, both signed and sealed by
Edmundo Largaespada, P. E.
(Submitted under previous NOA No. 05-1018. 01)
Jain) D. Gascon, . E,
Product Control Section Supervisor
NOA No. 11-0405.10
Expiration Date: March 26,2016
E-1 ApprovalDate: Apr!121,2011
PGT Industries
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
B. TESTS (CONTINUE D)
3). Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94
2) Uniforni Static Air Pressure Test, Loading per FBC TAS 202-94
3) Water Resistance Test, per FBC, TAS-202-94
4) Small Missile Impact Test per FBC, TAS 20-1-94
5) Cyclic Wind Pressure Loading per FBC, TAS 203-94
6) Forced Entry Test, per FBC 2411 3.2. 1, TAS 202-94
along with marked -up drawings and installation diagram of an. aluminum single hung
window, with fin franne, prepared by Fenestration Testing Laboratory, Inc., Test Reports
No.'s FTL-4947 and FTL-4650, dated 08/11/05, both signed and sealed by Edinundo
Largaospada, P. E.
(Submitted underprevious NOA No.05-1018. 01)
4) Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94
2) Large Missile Impact Test per FBC, TAS 201-94
3) Cyclic Wind Pressure Loading per FBC, TAS 203-94
along with marked -up drawings and installation diagram of an aluminum single hung
window, with fin fi-arne, -prepared by Fenestration Testing Laboratory, Inc., Test Reports
No.'s FTL-4948 and FTL-4646, dated 08/10/05, both signed and sealed by Edmundo
Largaespada, P. E.
(Submitted un.derprevious NOA No.OS-1018. 01)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC-2007,
dated 12/18/2006, prepared, signed, sealed and dated 0 1/11/2011 by Robei t L. Clark, P.
E.
Complies with ASTM E1300-04
(Submitted underprevious NOA No.11-0128.03)
D. QUALITY ASSURANCE
1. Miami -Dade Building and Neighborhood Compliance Departrnent (BNC),
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 10-0922.09 issued to E.I. DuPont DeNemours & Co., Inc, for
their "DuPont Butaciteg PVB, Interlayer" dated 12/24/10, expiring on 12/11/11.
2. Notice of Acceptance No. 06-0216.06 issued to Solutia Inc. for their "Saflex IIIG
Clear or colored interlayer" dated 05/04/06, expiring on 05/21 /11.
!�;; I - -
V Jaime A Gasco
Product Control Section Supervisor
NOA No. 114405.10
Expiration Date: March 26,2016
Approval Date: April 21, 2011
E-2
PGT Industries
NOTICE OF ACCEPTANCE: -EVIDENCE SUBMITTED
F. STATEMENTS
1. Statement letter of compliance with the FBC-2007, dated April 03, 2011, signed and
sealed by Robert L.* Clark, P. E.
2.. Statement letter of no financial interest and conformanc'e,'d'ated April 03, 2011, signed
and sealed by Robert L. Clark, R E.
1 Laboratory compliance letter for Test Reports No.'s FTL-4957, FTL-4958,
FTL-5063, FTL-4645, FTL-4649, FTL-4723, FTL-4947, FTL-465-0, FTL-4948
and FTL-4646, issued by Fenestration Testing Laboratory, dated 10/03/06 through
all signed and sealed by Edmundo Largaespada, P. E.
($ubinitted under previous NOA No. 0 7-0322.06 and 05-1018. 01)
G. OTHERS
I Notice of Acceptance No,'I 1-0128.03, issued to PGT Industries for their Series, "SH-
700" Aluininum Single Hung Window — L.M.l.", approved on 03/10/11 and expiring on
03/23/16,
Jaime D. GascN, �P, FF
Product Control Section Snpervisor
NOA No. 11-0405,10
Expiration Date: March 26, 2016
E-3 Approval Date: April 21, 2011
A GENERAL NOTES: IMPACT SINGLE HUNG FLANGED AND INTEGRAL FIN WINDOWS
1. GLAZING OPTIONS: (SEE DETAILS ON SHEET 2)
?A.SfiFt. I'C-ONSISTING OF (2) LITeS OF 118" ANNEALED GLASS WITH A.090 DUPONT UTACTEOR AFLE
vwM76E--.( B I S X1K
EEPSAFE MAXIMUM PVBINTERLAYER.
8�511&7tfiAfrONSISTING OF (1) LITE OF 118"ANNEALED GLASS AND (1) LITE OF 118' HEAT STRENGTHENED GLASS WITH A.090 DUPONT
MAXIMUM PVB INTERLAYER. BUTACITE OR SAFLEXIKEEPSAFE
C. 5116"LAMI CONSISTING OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS WITH AN.090 DUPONT BUTACITE OR SAFLEXJKEEPSAFE MAXIMUM'PVB INTERLAYER.
D. 7/16"LAMI CONSISTING OF (2) LITES OF 3116"ANNEALED GLASS WITH AN.090 DUPONT BUTACITE
OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER.
716" LAM[ CONSis-nNG OF (1) LITE OF 3/15- ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS W
MAXIMUM PVB. ITH AN.090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE
F. 7/16" LAM[ CONSISTING OF (2) LITES OF 3116" HEAT STRENGTHENED GLASS WITH AN.090 DUPONT BUTACITE OR SAFLEYJKEEPSAFE MAXIMUM PVI3 INTERLAYER.
G. 13/16"LAMI IG: (1) LITE OF 1/8" TEMPERED GLASS. AN AIR SPACE AND 5116"LAMI CONSISTING
OF (2) LITES OF 1/8"ANNEALED GLASS WITH A
.090 DUPONT BUTACITE OR SAJFLEXIKEEFPSAFE MAXIMUM PVB INTERLAYER.
H. 13116"LAMI IG: (1) LITE OF 1/8" TEMPERED GLASS, AN AIRSPACE AND 516"LAMI CONSISTING OF (1) LITE OF I ANN ALED GLASS AND (1) LITE
/gn E
OF 1/6" HEAT STRENGTHENED GLASS WITH A.090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE
NOA DRAWING MAP
MAXIMUM PVB INTERLAYER.
1. 13116" LAMI IG: (1) LITE OF 1/8" TEMPERED GLASS, AN AIR SPACE AND 511VI LAMI CONSISTING OF (2) LITES OF 118"HEAT STRENGTHENED GLASS
WITH AN.090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER.
SHEET
GENERAL NOTES ............. I
J. 13/16"LAMI IG: (1) LITE OF 118" TEMPERED GLASS, AN AIR SPACE AND 7/16"LAMI CONSISTING OF (2) LITES OF 3116" ANNEALED GLASS WITH A
.090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER.
GLAZING DETAILS ............ 2
DESIGN PRESSURES 3
K. 13/16" LAMI IG: (1) LITE OF 118" TEMPERED GLASS, AN AIR SPACE AND 716"LAMI CONSISTING OF (1) LITE OF 3116"ANNEALED GLASS AND (1) LITE
OF 3/16" HEAT STRENGTHENED GLASS WITH AN.090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE
ELEVATIONS ..................... 4
VERT. SECTIONS ............. 5
MAXIMUM PVB.
L. 13/16'LAMI IG: (1) LITE OF 1/8" TEMPERED GLASS. AN AIR SPACE AND 711G"LAMI CONSISTING OF (2) LITES OF 3116" HEAT STRENGTHENED GLASS
WITH AN .090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER.
HORIZ. SECTIONS ............ 5
PARTS LIST ...................... 6
,&M. 13/16" LAM[ IG: (1) LITE OF 11/8"ANNEALED GLASS, AN AIR SPACE AND 5/16"LAMI CONSISTING OF (?) LITES OF 1/8" ANNEALED GLASS WITH AN.090 DUPONT BUTACITE OR
. SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER.
EXTRUSIONS .................... 7
CORNER DETAIL .............. 7
ANCHORAGE ..................... 8-11
2. CONFIGURATIONS: "OX" (1/1, VIEW AND RADIUS TOP, ALL W/ LOW OR HIGH SILL OPTION)
3. DESIGN PRESSURES: (SEE TABLES, SHEETS 3)
A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300-02.
B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300-02.
4. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE DETAILS.
5. SHUTTERS ARE NOT REQUIRED.
6. FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET.
A7. REFERENCES: TEST REPORTS FTL-4645, FTL-4646, FTL-4647, FTL-4648, FTL-4649, FTL4650, FTL-4651, FTL-4723, FTL-4957, FTL4958 AND FTL-5063.
ANSI/AF&PA NDS-2001 FORWOOD CONSTRUCTION
AOM-2000 ALUMINUM DESIGN MANUAL
8. SERIESIMODEL DESIGNATION SH700, ALSO REFERRED TO AS SH701.
9. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, CURRENT EDITION INCLUDING THE
Ai HURRICANE
PRODUCrREVISED
---Plying-lb the Florida
Building Code
ZONE (HVHZ). HIGH VELOCITY
NOKOMIS. FL 34276
U TECHNOLOGY DRIVE GENERAL NOTES
P.O. 89X 1629 _ricm-T-. ALUM. SINGLE HUNG WINDOW, IMPACT
NOKOMIS,FL34274 --A� —e Robert L Clark, P.E.
VKribly Better SH70 NTS 1 -11 a."— 4040-20 �c' PE #397i2
Structural
or
A
16,87,88 or 9;
WNOM.
GLASS BITE
EN
1/8" ANNEALED OR HEAT STRENGTHENED GLASS
.090 SOLUTIA OR DUPONT PVB INTERLAYER
IWANNEALED OR HEAT STRENGTHENED GLASS
1/2"NOM.
GLASS BITE
m
R90 or 91
118"ANNEALED OR HEAT STRENGTHENED GLASS
.090 SOLUTIA OR DUPONT PV13 INTERLAYER
I/8"ANNEALED OR HEAT STRENGTHENED GLASS
5/16"LAMINATED
AIRSPACE
118"ANNEALED OR TEMPERED GLASS A
13116" NOM.
13/16" LAMI IG GLASS W/ 5116" LAW
lc�' JCffWGED CAP GLASS TYPE TO 7EMPERED F.O. HS
W.
BITE
NOTE:
LAMI IG OUTBOARD UTES MAY BE
UPGRADED TO 3/16"WITH NO CHANGE
IN DESIGN PRESSURE.
< EXTERIOR INTERIOR r"5
D (ALL SECTIONS) v
3116" ANNEALED OR HEAT STRENGTHENED GLASS
.090 SOLUTIA OR DUPONT PVB INTERLAYER
3/16"ANNEALED OR HEAT STRENGTHENED GLASS
7/16'LAMINATED
7/16" LAMINATED GLASS
1/2" NOM.
GLASS BITE
101
3116" ANNEALED OR HEAT STRENGTHENED GLASS
.09D SOLUTIA OR DUPONT PVB INTERLAYER
3/16 ANNEALED OR HEAT STRENGTHENED GLASS
7/16"LAMINATED
AIRSPACE
1/8' TEMPERED GLASS
13116"NOM.
13/167 LAW IG GLASS W1 7/16"LAMI
NOKPMS.FL34275
p I ALUM. SINGLE HUNG WINDOW, IMPAC
342T4 Vblbl, B�—
FUll 1 2 - 11 4040-20
REVISFD
SwithlbeFlerida
!!� I I— ^A,
AqbertLCIbrkj�.E.
PE 039712
Sfructural
R!0lb
IIII FLANGE OR INTEGRAL FIN
BASED ON FLANGED WINDOV
I WIDTH 1 GLASS TYPE I
52"
63 1/8"
W/ HIGH SILL
68"
TABLE I
76"
STANDARD VIEW& RADIUS TOP FLANGE OR INTEGRAL FIN WINDOWS WIHIGH SILL OPTION
BASED ON FLANGED WINDOW TIP -TO -TIP FRAME DIMENSIONS
TABLE 2.
WINDOW HEIGHT
WIDTH GLASS TYPE 38318- 60'618" 63" 72"
76..
48"
-
sr
62"
A. B. M /,\
A,B,M,&
A,B,M
+80.0
+80.0
+80.0
-80.0
-60.0
-8-0-0
+80.0
+80.0
-+80-0
-80.o
_-8-070-r
-80.0
+80.0
-+80.0
+80.0
0.0
1 -80.0
1 -80.0
-80.0
+80.01
+76.9
-80-0
-76.9
+70.0
.+70.01-70.01+70.0
+70.0
1 -70.0
1 -70.0
-
1 +70.0
1 +68.8
-70.0
-70.0
-68.81+67.81
1+70.01
+70.0
-770
- 0.0
-67.6
63 118"
A,B.M,&
+80.0
-80.0
+60.0
-80.01+80.01
-80. 0
A
+75.0
C+79.9-79.9
-75.0
+68.01
-68.01+66.7
-86.71+65.51-65.5
UPTO631/V'
C.D.E.F,G,H,I,J,K,L
+eo.0
-80.g
+60.0
-80.0
1 +80.0
.
1 -80.0
+80.0
80.0
-80.0
+7n n
I -7n n
'0.0
CUSTOM VIEW & RADIUS TOP FLANGE OR INTEGRAL FIN WINDOWS W/ HIGH SILL OPTION,!�, TABLE
BASED ON FLANGED WINDOW TIP -TO -TIP FRAME DIMENSIONS
I -
WINDOW HEIGHT MINUS BASH HEIGHT (MAX. WINDOW HT. W1 SASH - 76" FLANGED AND 76" INTEGRAL FIN)
WIDTH GLASS TYPE 1 17118" 1 2211116" 1 283116" 1 33 3/4" 1 39 1311V' 1 60 3/V' 66 16116*1
63118"
1 +80.01 -80.0 1 +80.01 -80.0 1 +80.01 -80.0 1 +80.01 -80.01 7 .01 -70.0 1 +7o.o 1 -70 -70 -- -
_L 0 0] +70.01 .0 1 +70.0 F 70
GLASS TYPES:
AN-5-1,10'.4 IRM I - (I /8-A.. 0 9 0. 1/8-A)
TEST REPORTS TABLE 4.
FTL-4647, 4648, 4723. 4957
B. 5/16- LAM[ - (1/8-A..090.118"HS)
FTL-4647, 4648
E 5/16- LAMI - (11WHS,.090. 1l/8-HS)
FTIL-4647, 4648
D. 7/16" LAMI - (3jjV-A,.0g0, 3/16,-A)
FTIL-4645, 4885
E. 7116" LAMI - (3/16"A..000, 3/16"HS)
FTL-4645
F. 7/16- LAMI - (3/16-1-18,090, 3/16"HS)
FTL-4W
G. 13116" LAMI IS - 1/8' T. AIR SPACE, 5/16- LAM[ - (1/6-A,.090,118--A)
FTL-4646, 4723
R 13/16" LAM[ IG - 1/8' T, AIR SPACE, 5/16- LAMI - (116-A,.090.118"HS)
FTL-4646
I. 13116"LAMI IG - Iff T, AIRSPACE, 5/16" LAMI - (1ffHS..D90,118-HS)
FTLA646
J. 13f16"LAMI IG - 1/8!' T, AIR SPACE, 7/16" LAMI - (3/16-A,.090. 3116"A)
FTLA649, 4650
K. 13/16'LAMI IG - 1/8' T, AIR SPACE, 7118"LAMI - (3116"A,.090, 3116"HS)
FTL-4649, 4650. 4958
L. i3tw LAMI IG - 116j, AIR SPACE, 7116" LAMI - (3116'HS..090. 3M6"HS)
FTL4649, 4650
IM. 13116- LAMFIG - 118-A, AIR SPACE, 5/16- LAMI - (11WA,090, 118-A)A
FTL-5063
"0"
MEETING RAIL
w SP SH
HT. MEETING RAIL
"X" -T H
7, WIT.
MINUS
v SASH
HT. MEETING RAIL HT.
t 8 H
"'a Florida
I - IONA,
NOTES: 1. WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A POSITIVE DESIGN PRESSURE OF +64.0'PSF OR LOWER AS SHOWN IN THE TABLES. NEGATIVEDESIGN
PRESSURES ARE UNEFFECTED.
2. FOR INTEGRAL FIN WINDOW DESIGN PRESSURES USE THE A13OVE TABLES BY DEDUCTING 1"FkOM THE FLANGED TIP
3. AVAILABLE SASH HEIGHTS FOR CUSTOM WINDOWS ARE 12 6/8"MINIMUM TO 3V'MAXIMUM. -TO-TIP FRAME DIMENSIONS.
c CAP GLASS TVPE TO MMPERED FROM HS
r. VESID 7. IDTOTECHNOLOGYDRVVE Ella-mw- DESIGN PRESSURES
FJC 11/1M B RELISEDCUSTOMFORK4TDas. AFT. NOKONS. Fl. 34275 d",
r. EMi. - - -
F.K 1124M6 A ADD F7L4723 TO GLASS TYPESAAND G. P.O.Bgxlm ALUM. SINGLE HUNG WINDOW IMPACT
----w ZcbLcIak*0,E
0- - biw- 3;R;rm-1 NOKOMIB,FL34274 Vbibfy Better
RK 911105 __2.J. 2,2301 PE #397.12
SH700 NTS1 3 11 4040-20 c stru�k�w
F
SEE DLO
TABLE
L
T—
SEE DLO
TABLE
(MAX.)
I
49 518"MAX * FIXED
DI-6 (ALL)
0
x
481/4" MAX.
VENT DLO (ALL)
fpffETT C
Tit
SEE DLO
TABLE 0
SEE 61-0 TABLE
a
63 118!'MAX. FLANGED WIDTH
52 Iffi'MAX. I.F. WIDTH
D
75-
D—J HM 3HT
SEE DD
Ap,
TABLE
76"
1AX.
FLANGED
HEI.HT
T-
MAX.
SASH
SEE DU
HEI
HT
TABLE
L
7 wM'
5'MAX.
I.F.
HEIII HT
zL SEE
TAI
76"1 1AX.
FLANGED
HEI 3HT
2D"
SASH SEE DLO
HEIGHT
--I— -
13 —J
DETAIL D
VIEW (CUSTOM SASH)
0
x
I 75T* AX.
A I.F.
HEI HT
A
76" 1 AX
F ED
—18 HEI ' 3HT
DETAIL B
VIEW (STANDARD SASH)
0 �e
x ?,
E --I
76" 1 kX
I.F.
E—j HEI HT
76" 1 4AX.
FLANGED
HEI, 3HT
20"
SASH
HEIGHT
DETAIL E
RADIUS TOP (CUSTOM SASH)
NOTES:
1. SEE SHEET 6 FOR VERTICAL AND HORIZONTAL SECTION DEfAILS.
2. SEE SHEET 7 FOR CORNER DETAIL MEWS.
3. SEE SHEETS 8 THROUGH I I FOR ANCHORAGE INFORMATION. Aj
4. SASH HEIGHTS FOR STANDARD SASH WINDOWS (DETAILS B & C) ARE BASED ON A THREE OVER TWO FORMAT.
NOKOMIS, FIL 34276
P.O. Sqx 1620
NOXOMIS.FL34274
c
7 DLO C—i
F2�
3LE 0
DLO
)LE X
DETAIL C
ZADIUS TOP (STAND,
VERTICAL DAYLIGHT
OPENING
DETAIL
FIXED LITE
LOW
SILL
HIGH
SILL
34 1/2'
34 3116"
B
41 5/&'
41 1/4"
c
41 1/4"
40 7/8"
D
52 '
.52 11/19'
E
52 1/41'
1 52 5116"
SA
DETAIL
LOW
SILL
HIGH
A
34 1/2"
_SILL_
34 3/16"
B
27 7/16"
27 1/8"
C
2T7—/1-6-
0 —1/8-
D
16 3/8"
15 3/4"
E
163/8. 1
15 3/4"
TA LE 5.
-LEV
ATIONS
;z— —
M UM. SINGLE HUNG WJ
.111. l;TS 1 4
4040-20
76'MAX.
I.F.
HEI ' 3HT
A
76" 1 1AX.
FLANGED
HE] HT
Ow Florida
- ^ A,
.Robefi L Ctwk, P.E.
PE 939712
Struclurs.1
F:�__
MAX.
FIXED
LTE
DAYLIGHT
OPENING
OUTSIDE
VENT
INSIDE
'$V�
THIS
(LOWSILL)
SEE NOTE ABOVE
ULTRALIFT
ONLY
NOTE: MIN. (1) SWEEP LATCH AT VENT CENTERLINE OR
OPTIONAL BOTTOM LOCKS, (1) 6- FROM EACH SIDE OF SASH.
INSIDE 1AX_ VENT DAYLIGHT OPENING
jw 0-
'.7T rj- mom
NOTE: BALANCE PARTS USED
BASED ON SASH WEIGHT
0.
I I - -
—MAX. FIXED LITE DAYLIGHT OPEN! G
MAX. WIDTH
SECTION A -A
i N_ fE- C R L �FIN Qf)fRJW_ESE(fT_IdN_S,!�, INSIDE
47 0
2. 46
JHIGH
SI L 2. 30
LOW
48
HIGH SILL LOW SILL HEAD JAMB OUTSIDE
68 —2 .710"—�
,&I.F. FRAME
53
OUTSIDE
ALTERNATE
P
..j.%11
,.!X 1.629
SILL)
ULTRALIFT
—80NLY
;ILL
SECTION C-C
RADIUS TOP
(HEAD DETAIL - FLANGED VERSIONI
ALUM. SINGLE HUNG MNDOW IMPAc
ud.m� S� 0—
SH700 Halt 6 4040-20
the Florida
Robert L. Clark, P.E.
PE 039712
structuml
1096
SWEEP LA
27
101i--
'
VBX 6-26F
-§�
8
2 a
4007
H BOT
V26
0
3 3 0
1226
vvS 1P., t3u
31
1
4008
SASH SIDE
34
1268
�iASHFACJ
—SETr
35
3
162i
OW
I
36
---�7—
1052
-T2-2-4
LAMI IG SE
-ITN—YLGLA
2-2-5—
T
—03
VINY L ULA
9B
-70-44B
u LP41NU 13
,f2—
-�4
GLAZING B
U22A
--�8—
GLA71NG 13
5C
6L AZING 13
4067
GLA71NG B
47
--W8—
4071A
--40-72A
FRAME, I.F.
-T9
—3A
TiWE—jf.
—IF.
--CO
TO 7
TRjRE-,
92--4-009
074—B
FR—AME, I.F.
TILL —LATC�
11 56 1
OPENCELLFOAMPAD
FAME —JAMB
3
I(EGR S)1.125LON(
-ANC E, 3/8", 518", OR 11
;OVER. 3/8" OR 518"
TPN. —SMS
FOWOM B —RACK ET
SUIDE
LIPS FLAT HEAD S. STL
'OVER, 11/16-
FC—OVER
'K—
, ET
'LG. PH. 'R T—YPEF SA
Fl —NG -RAJ L
RAIL
X.270 BACK, FIN SEAL
CH
i. FL. SMS
IMML (LOWSILL)
B VINYL
RAIL
GUIDE
I G BLOCK 3132" X T51-6-4
TING BLOCK it' X 3/4" X
BEAD BULB (THICK)
BEAD BULB (THIN)
AD. 5116 LAM. GLASS.
'AD, 6116 LAM[ W/Gk1—LL-
7a, 7/16- —LAMI
AD.7/16"LAMfW/GRILL
W. 13/16" LAMI I.G.
1EAD
Tw—SILL
ilGH SILL
FEGREss) (LOWSI
L LATCH (EGRESS)
(EGRESS) (HIGH BILL)
AME (HOR. & VER.)
RNER KEYWJRINGS
RNER K -'.YW/OUTRIN(
TI N—G
1mr- - I q_q nIA vnakfi
"N
All
612230
B9 J. GLASS, 13/16" LAMI IG; 118"TAR��SPACF- 7/1�6"LAMI, (3�/16-A-090
Egj90 K. uffiukbb�,., �13311b".'LAMJ IG; 1/8'rAJR SPACE, 7116"LAN, (3116"A,.09d
9 G IN16 AM[ LG* 1/87��R SPACE, 4/�(n (3/16"HS,.O(
-4 11V1-'-L1'Q0,lJ11LY'LAM1 IG, 1/8 AjRbFAUE,51I6-LAMl,(118`A.095-j
1--784— 0
k8j; 113
@47 FRAME, If. HEAD
#4071A, 6063-T6
FRAME, I.F. LOW SILL
#4072A, 6063-TG
64074
&
as complying i(h The Florida
764009
TS—PRNG
.062 NOM
THICKNESS--
Building Code
Accep"No4j.-w 0-sl
62740
4.171 2.1
61014
1.062
71630
NOM
1
71631
THfCKNESS
I.F. JAMB
,,&FRAME,
FRAME, I.F. HIGH S1 L #4074B. 611-63-T6
#4073A, (1063-TO (USED AS RADIUS TOP HEAD)
'OTECHNOLOGY DRPJE PARTSLIST
N0K0MjS,FL34V6
p 529
NOZOBC�FLI S4274
ALUM, T
beft L Clivic. P.E.
Shl7W J'RTS 6 er 11 4040-20 LC
2
=t—
2.784--1
.062
_170
FLANGE FRAME HEAD
#4002A. 6063-T6
-1.749-
.062- 1 P12.71 0
_j
GFLANGE FRAME JAMB
) 94004, 6063-T5
(USED AS RADIUS TOP HEAD)
1.342 ft
-1A
.062-- n � 5
2.15
FIXED MEETING RAIL
fl4054A,6O63HD-T6A-
1-2.784----�
FLANGE FRAME SILL (HIGH)
#4050A, 6063-T6
.062
2.830 2.330
r=L
2.784-1
(D FLANGE FRAME SILL (LOW)
#4003C, 6063-T6
-1
738
=J.490
�-1.451-q f
1-0
SASH STOP
#4025, 6063-T5
OVER
94053,6063-T
1-2.279-1
1 0
7
�,jASH TOP RAIL
T
411 , , 6003HS-T6
[--2.326----1
1.979
.062-
ut�
., -i-- i-I
SAS!j_BOTTOM RAIL (LOW)
44007, 6063-TS
SASH BOTTOM RAIL (HIGH)
#4051A, 6063-T5
n
SEALANTALONG E JOINT
F. :=E
6 or 50
--F WELD
6 or 50��j M --E ALONG
SEALANT OR GASKET--\ ��SS (2)
AT HEAD AND SILL
VIEW D-D VIEW E-E
& V17 HEAD & SILL, RADIUS TOP SILL) (RADIUS TOP HEAD ONLY)
FRAME CORNER CONSTRUCtION
050
1.165 .678
ir—T 1.096
.062 349 GLAZING BE
1 8 #4039B. 6063-T5
8AS—H—SIDE
0400F. �063TIL
le050
78
1.096-4----iT
GLAZING BEAD 7116"
94222, 6063-TB
I
.050 .678
T
GWIP IG BEAD, 7/16"
#985C. I5063-T5
(USED W/ GRILL KIT)
NOKOMIS. Fl. 3427r.
p I 2D ALUA
MMOXVIL534274 I Mbly Dem-r - --
SWOO
GLAZING BEAD, 5/16"
#40448. 6063-T5
(USED W1 GRILL KITY
i
.683 ::L050
T-I - 1 1.0.97
GLAZING BEAD, 13/1
#4067, 6063-T5
!��7 -�ff -1 4040-20
//. � � -e-
b es
rt L Clark, P.E.
PE 1139712
Sfructu.1
ANCHOR QUANTITIES
FOR 111 FLANGED
WNDOWS
S.
ANCHORAGE NOTES:
WINDOW HEIGHT
____IABLE
SUBS E:
1. ANCHOR TYPES:%FTf4'_'ECC�0T7A-e_r__-
2 - 114"ffLUO i�4 CRETE-FLEX
C2 6 6
34.603
�6
46.603
CZ003V
58.603
64.603
WCHOR -
TYPE:
76.000
A 3 - #12 SCREWS
2. ANCHOR LOCATIONS ARE BASED ON THE
WINDOW1
WIDTH
-TI.Ts—s
ao
�
eq Z
0
0
cl�
z
c)
C'1-
C%f 0
Z
'JI4001
n 0"
0z'
X
0
iiocl_
a)
X
Z"!
to
TOOZ13-100"
C-j '0-
Z
0
0
'Z
Iq 0
I
_zc'!0
0
c'
jo
C', Z
z
T
TYPE
0
0
0
0
0
CIS
0
0
FOLLOWING DIMENSIONS.
C,b,E,F,G.
1
1
HEAD - 18 112" MAX. FROM TOP CORNERS
H,IJ,K,L
iLi
J1 1
1 Ll
�11 2
1
2
'212
11 2
2
2.2
2
"2
12
2r�
1
2
1
2 1'2
1
1..
1
JAMBS - 171/2"MAX. FROM TOP CORNERS
15"MAX. FROM BOTTOM CORNERS
EAB'm
_�2
i
I
i
1
213
2 1'2
31ii
6* MAX. BELOW MTG. RAIL
SILL - ANCHORS NOT
�Li
ILI
2
il
. ... ..
212
2 .2
-ij�
�12
-
'2'* -
'3"
1.
REQUIRED
C,D,E,F,G,
I
I
-1
2
2-' 2'
2" 2
2 2
2 Ij
1 2
2 1*2
2 2
21
212
3 1"
3
3. INSTALL PER THE ADJACENT TABLE ANCHOR
24.000
H.1,J,K,L
Ill
2
1 2
2L2
jl�2
2
2
2
L2
*2".
13
1
1
1
1
tJUAN 111 lF=S USING THE DIMENSIONAL CRITERIA OF
NOTE 2.
��2
2
2
_�L3
�L2
_�L3
_�L3
2L2
jL3
A,B.M
1 2
_�L
1;2.�L.�2L
IL2
2.12
J2 2
2 2
_J_
1
2] 2
1
�L2
1
2L2
1
IL_
�2] 2
�L2
_L
1
2J3
1
2
2j_
4. TABLE WIDTH AND HEIGHT DIMENSION ARE FOR
FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS
1
2L3
1
13
1
2
1
3 L3
C,D,E,F,G,
I
I
1
2
_
1
1
_ _
2
1
1
.1
_?J_
_
ARE1"LESS.
32.000
H,kJ,K,L
jL2
2
2
ji 3
jL2
��2
��3
1 2
2 3
3
�L2
J2 3
3
2
�13
3
2
-
�-3
4
2
3
2
4
1
!L3
1
GN PRE$
5. DES R �L_
L' "AT'ONS.
§FZE AffADJACEPTABLE
AB,M
BLOCKS OU WITH A
-�-4
I 2..:L2
1.1-2
d2�
�jLi
�h
�Li
-2--
'2 _3'�L3
j
j
BOLD ITALICIZED VALUE ABOVE THEM. INDICATE A
MAXIMUM DESIGN PRESSURE WITH THE QUANTITY
C.D.E,F,G,
1
1
�L
OF ANCHORS
1
1
1
1
2
1
1
2
1
2
2
1
2
2
1
2
2
SHOWN IN SOLD. OTHERWISE, THE
1
3
_�J_
2
4
_�_
2
��
1
3
2
4 4
J_
r3 7:03
- H,IJ.K,L
_?]2
_�2
2
2
�j 3
J2 3.3j
2
3
_L
�L3
�E2
2 3.
3
�L_
3
3
IL4
3
�L3
4
�J_
MAXIMUM DESIGN
PRESSURE FOR THE
2
2
_1
_]_
2
2
_�L
1
_�J_
2
_j[_
1
2
2
RESPECTIVE SIZE
AND GLASS TYPE IS
2
2
_�L
1
2
3-
2
:2LtUN
'2'[3.
6111
�ill
.5 r�
-o 3.
-A-U
AVAILABLE,
C,D,E,F,G. —2 2 2 2 —2 2i 2 2 2 2 2 2 —2 —2
I — i —2 � T11
40.000 H,I.J,K,L _iE2 1[� 2 i 3 3 2 -2- _�2 3 2, [�24
L 2 3' 2 3 3 3
2 2 2 2 2 2
AB.M - qi22 2 2 2 2 2 2 2 2 2 2 2
r_ ir r
_25 .3
m 3* 3 *-f-
2 21-i 5 _j__ "'1 2 2 i'i i il" *'"- i �L - f 3
2F2 Tj'2'_'2_j "�Li 2 3 2 3 2 2 2 3 3 4 2'13"'il
PSF 79
C,D,E,F,G, 2 2 2 2 2 2 2 2 2 —2 2 2 2 TABLE KEY:
2 2 2 2 2 2 2 2 2
44.000 H,I,JK,L _�1:2 - -'[ . 2
_�J2 i 2 2 2 3 2 3 2 2 3* '3- 2 4 2 i 3 4 2 3 3 4 1
_�L 3 4.�L3 _j[� 3* 3 3 4 *4 5 3 MAX PSF
A'B 2 2 2 2 2 2 2 2 2 2 2 i 14 51
-i 2'i'i 2 4 3
-ij 2 2 'i'i HEAD 2
=2 _2 i2 i 2 2 2 2 (DP LIMITED) 118
2 ±2_2 2 31 3 3 - -'I - jFi �H �3�1 4
IPSF 79 79 5'3 3 JAMB ABOVE 3 PR0DUCrREVI$tD
Complyingl0h the Florida
_ED,E,F,G, 2 —2 —2 —2 —2 —2 —2 —2 —2 2 2 2 —2 2 —2 —2 — MTG. RAIL Building Code
- __ _�_2 3 . P 3 2 2 3 2 2 A.-Fl.-Nojj
48.000 H,I.J.K,L 2 F2 2 F2' 3 *4 JAMB BELO . 'Imtl Date
_�L2 3 �q:3 4 RX13
_3]4 jL5 3 �E4 5 3 5 il 4 515
2 2 2 2 2 2 2 2 VrG. R
2 L
AB,M 2 2 2 2 2. 2 2 3 2 2 3 y
2 2 �L2 L3 '3-' 4" �jj �E ]L4 �L4 �L3 �L4 �L5 2L3 jL4 �a _i',r_j 4"T '- '�T 12 K DadoProductontro
_L9 79 15 6 31 Fjil (FULL DP)
C,D,E,F,G, 2 2 2 2 2 —2 2 2 2 2 2 2 3 2 2 HEAD
2 M2 2 2 2 2
22 3 34 34
.i 2 i �2 2
24 3 3 j3_4 E3 4 2
Iw
my
PSF
T2 —2 3 2 3 2 3
�Li
3� 3 4 4 - 5 .
2 3 4 1 3 36 JAMB ABOVE
53.125 H,I.J.K.L 2T2 r 2 213 '2- _' 3
- — _�E 2 3 4 3 M4 MTG. RAIL
27 2 2 -2 2 2 2 - 2 2 2 2 2 6 �L3 �L�
ABIM 3 2 3 2 2 3 2 2 3 2 3 JAMB BELOW
2 2 �L3 13�i:31j'iri 4 MTG. R kIL
2 2 2 2 2 �21h� 3i 4 ��3
�221 �E� K3]
7 14 3 3* -4-
C�
N'C
JJL 041011fl
C V , CHANGES THISS SHEM
RWAF mm' 575 1, 1111,11, 1 11111EII! iff IDNOtES. 1070 TE DRIVE ANCHORAGE SpApING, 1/1 WINDOWS
. 000 '. 7
P./c 11113M6 B ADD DPAIAX WHEREAT' QTYfSRESTRlC1W.YS1W. N KC..1..L11a..
GwbF_ mw.-- W.'—uk-
F.1C 11241M A CHWMA 7HIS r 629
W;;rw-. 5;b-- ALUM. SINGLE HUNG WINDOW, IMPACT
P 00 Ro L. C", P.E.
F.K. 7129105 J.j. N0160 �11.84274 Visibly Better 6--mZ PE#39712
SH700 J�NTS —8 f 11 4040-20 c Structural
ANCHOR QUANTITIES FOR STANDARD VIEW AND RADIUS TOP FLANGED WINDOWS TABLE S. ANCHORAGE NOTES:
HEIGHT I. ANCHOR TYPES: 1- 1/4" ELCO TAPCONS
SUBSTRATE- 29.655 44.655 _52 2 - 114" ELCO SS4 CRETE-FLEX
'�SS
�l - .15 59.655
ANCH6R TYPE. o o a 655 76.000 3 - #12 SCREWS
000000() 00
E 0 0 0 2. ANCHOR LOCATIONS ARE BASED ON THE
0 0 1 Z Z 0 z ZMO Z Zc,10 Z Z cr) 0 Z Z
M - 0
WIDTH 0 0 0 O"'o 0 cq 0 0 0 C4 0 0 0 N 0 cli 0 0 Ci 0 0 0 FOLLOWING DIMENSIONS:
F—D,E. C4 L) "1 0
WINDOW GLASS z: z 0 z z 0 q z z V) cl) L) a 0 Ai
TYPE cq cli 0 0 a
F.G. 1 1 HEAD - 18 1/2" MAX. FROM TOP CORNERS
H.1,J,K.L JAMBS - 17 1/2" MAX. FROM TOP CORNERS
I 5"MAX. FROM BOTTOM CORNERS
19.125 - _?j 1 2 �2ij 2i �'l 212 _2,_ 2 2 2 2 2 2 L2 2 2] 2 �.L2 3 [2 2j 2 2 �J2 2 2L2 6"MAX. BELOW MTG. RAAL
��L _�Li _
A.13,M SILL - ANCHORS NOT REQUIRED
2 2 ij-� �j
_Ijl _111 lLl _2J2 1 2L2 �L� 1 2 2±2 2
p 79 --- LL _jL2 2 2 3. INSTALL PER THE ADJACENT TABLE ANCHOR
C.D.E,F. 1 1
QUANTITIES USING THE DIMENSIONAL CRITERIA OF
24.000 H,IAK,L 2 2 NI 2,
_�ff J1 I �L2 J2 2 J2 2 '2*- 2 2
2 2 2 3 2 3
_�L2 31i 2
A.B.M 4. TABLE WIDTH AND HEIGHT DIMENSION ARE FOR
2 1 FLANGED WINDOWS. INTEGRAL FfNDIMENSIONS
ia, 2 2 2 2 2 i ]�[j �� :j i �!'j �� �L� _.I.
2 2 2 2 ±2
ps� - 68 77- 2 2 2 L .2 3 3 1'21 ifiliri ARE 1- LESS.
-D, E. _F, G. —1 1 1- 1 1 2 2 1 1 1 1 &ESIGN PRESSURE LIMITATIONS-
32.000 H.I.J.K.L 2 2 2 2 IZ BLOCKS
F 12 _�L2 2 i i i 3 2 ��L3 2 �4�Li I UF _THEX6M&TiAl3LE NTH A
1 �Li IL2 -2- j - _�L _jL 4 BOLD ITALICIZED VALUE ABOVE THEM, INDICATE A
1 2 1 1 MAXIMUM DESIGN PRESSURE WITH THE QU ITY
A.B.M ANT
2 3 2 2 -3
J2 L - OF ANCHORS SHOWN IN BOLD. OTHERWISE, THE
j'j i i 2 i ��.jjj.�2L2
JL 2 jL2
PSF 59 67 79 jLi �jL3 j3 2i 4 3 3 41*3, MAXIMUM DESIGN
;FD.E F.G. —1 PRESSURE FOR THE
1 1 2 1 1 2 1 RESPECTIVE SIZE
?12212-2-1-2--:[7 12
.1T
- ' - -r-. _�_ 2--
2 2 2 2
H VK -21
"'J' M L i - - - - - - I _�E _j
lf2: 22 2 - 3- 3 4 4 2 AVAI
37,000 H.I.J,K,L i. 1 _. .. _.
_F
I _ - i -A�i i i -i i i �4LE3 LABLE.
i i 3 i jj� �3L AND GLASS TYPE IS
jL
A.B.M 1 2 1 1 2 1 1 1 2 2 1 2 2 1 2 2. 1 2 2 1 2 2 2
S
I E2: 2 2 272Tj I *j[jj jfj :jLj -2f-2 -31-3
_� "i, -, , I �L
PsF 54 79 62 79 4 .4-F3
C.D,,E,F,G, 2 2 2 —2 —2 —2 2 2 2 2 2 —2 —2 2 —2 —21 2 2 2 2 2 — 2 2
. , J' K L I I y ..
40.000 H.IAK.L 1 1 1 1 .- - 2 2 2
IE ]�1:2: �L2 A22: -2 3 3
I M _�L3 j3]13i �LjJL3 ]�jj 3 3 �4L5 3 3 3 3 4- -3 �4�4 3 3 4 'Ki
2 2 2 2 2 2 2 2 2 la m� - - 3 3 3
A.B.M 2 2 2 2 2 2 2; _2 2 2 2 2 2 2 2
2 2±2 3 �2Li 3 5
iL �L3 __3 314 4 4 -3 - i : 3
1 1 Fl 2T2 �iri 2� -i - 3 i �2�Li �3rj Aa � �3 F3 i 4E il-i -61-i
PSF 49 79 56 79 79 lLi �4L3 3 3-1 _' 4 _j �� ji4 TABLE KEY:
—2 —2 —2 —2 —2 —2 —2 —2 —2 —2 —2 2 —2 2_2 - -
44.000 H.I.JK,L I -21-21"2-li T.�, Tj i 7�2 25� MkX PSF
�1:2 _.2
.52 ']
4 � �_ z _,
3 4
3 2 3 'i iE:�Ei 1�151 I DP 17
A,B.M 2 21 2 2 2 2 2 2 2 2 2 2 2 . 1 2 2 4'
�iL . 2 1 2 2
3
3
4 3
1 1 2 H2 -il-i .2T2 il 1'4 2" i 3 -if 41 4 i2
PSF 45 74 51 74 4T41 '2 Z JAM 3 RODUCTREVISPID
iLi :4�4 '4 OVE
79 79 as ,
2 2 2 2 2 2 _2T_ 2 2 —2 —3 2 —2 2 2 Amplencollu 1c)
C.D.E,F,G, G. RAIL
2 3 3 2 —2
48.000 H.IAK,L 1 2 1 2 2 2 2 F2 4 2 ...2 �E3 �5� JAMB BELOW
I K2 t33 '2 _�4 �� 3 4 �L3 ±L4:!�A:�L3 NTrG. RAIL
_�.L _!�_
2 2 2 2 2 2 2 pmdwt Car
A,B,M .2 3 BY- 1) -- 1- --1
3 2 2 2 2 ado
2 3
4 4 4
2
3
ff4 4
21 M22 2
PSF 41 6 1-
i L
2 2 '�J_i 2 2-3-1-3 --L -L - - 3
_2L4 2 L3 if 3 14 L3: �L4 4L4 13
7 46 67 76 79 4 4: (FULL DID)
Z 2 2 2 2 2 —2 —3 2 - T2 HEAD __2
2 3, 2 3
53.125 H.I,J,K,L 2 3 3 2 —3 JAMB ABOVE 2 2
lElK:2 ]�ji K3: ]�E3 �L3 3 2 3 3 __2 3
_�L4 4 33 i 5 5- rvTrG. RAIL
A.B.M 2 2 2 2 2 2 , 3 2 2 3 2 3 3 _2 3 ili _�L4 I qw�
171- 3 2 3 2 3 JAMB BELOW
ill - - - _3 ... 1 3 2 3
2 "if'" 44 3 3 4 4 [4 4 L4 4-ji -6]"d" -F;.l � A- 1 ;7 � FA
F2 �]�2] 3 3'13' 3 _ E4J3
.��Lj
INO GES _ _ F LJ_L _j
THIS SHEET MTG. RAIL
,.Mar. vajT— VISE ill -
FJC 11113M6 ZEDDP hl t 14 X�. I = A! 1070 TECHNOLOGY DRIVE ANCHORAGE SPACING, STANDARD VIEW
�w. R RESTRIWEDBYSIZE. NOKOMIS, FIL 34276
FJC 1,24106
WiRs—y 3;� 1529 ALUM. SINGLE HUNG wjNo0!!y
IMPACT
7129105 J.J. -F&.7107 041CF1. 34V4 Ftobad L Clbik P.E_
RK NOZ
PE #39712
SH700 I NTS1 9 4040-20 c souctuml
"ml� n=p%L'gmjAlwla'j L;U* I UM FLANGF-D WINDOW HEIGHT MINUS SASH HEI HT TABLE7.1 ANCHORAGE NOTES:
50�
UBSTR 17.125 22.668 —WINDOW HEIGHT MINUS SASH HEIGHT FROM TABLE 8.__ 1. ANCHOR TYPES: 1 - 1/4" ELCO TAPCONS
21
28.61!1_33.754 ff39. 2 1915 50.3182 65.925 2 - 1/4' ELCO SS4 CRETE-FLEX
NCHORTY,&- cl 0 0 0
0 0 cl 0
rio Z_ m Z _ z Z M8 3 - #12 SCREWS
VINDOW C 0 z_z 0 0 mo z z c" z_z ON
C'r iff
0 0 0 0
0 0 0 0 cl
0
0 clr c\r C14 cl 0 cli 0 Z
o 0 cq 0 0 cli C14 Z 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWIING
0 ci 0 0 & DIMENSIONS:
S IF ol
Z
04 0 of 2,Ig"2_2
0 0 1 0_0
0 cq �
WIDTH TYPE 0 0 Of 0
; S z z z z
19.125 D.E.F.J. zo N. 54 HEAD - 18 M" MAX. FROM CORNERS
K.L —1 JAMBS - 17 1/2" MAX. FROM TOP CORNERS
2 2 2 2 2 2 12 2 2 3 2 3 3 2- 3 3 3 3 11 1/2" MAX. ABOVE THE MEETING RAIL
24.000 D.E,F,J, I 1 —1 —1 1 6" MAX. BELOW MTG. RAIL
K.L 1 4.1.1 1 1 1 - I - ..I ..l.. _. 1.
3 3 4
15" MAX. FROM BOTTOM CORNERS
2 2 -3 -3 2 SILL - ANCHORS NOT REQUIRED
2
1 I_ _�] 2 1 1 1 1
32.000 DE.F.J. 1 . 1 1 1 3. DETERMINE THE ANHCOR QUANTITIES FOR CUSTOM
2
K,L 2 3
PSF 3 4 4 3 6 MEW WINDOWS FROM TA13LES 7. AND 8. USING THE
]79 DIMENSIONAL CRITERIA OF NOTE 2. USE TABLE 7. FOR
.E.F.J. 2 �12 ABOVE THE MEETING RAIL AND TABLE 8. FOR BELOW.
37.000 D 2 1 --- F__f_ �2 _F 4. AVAILABLE SASH HEIGHTS FOR CUSTOM VIEW
K,L 2 1 2 _.I. 2._ 972
3 1 3 4
2 j
2 -3 4 3 4 4 4 4 5
1 -2- 3 WINDOWS ARE 12 5/8- MIN. TO 38' MAX.
PSF 79 79 79 79 TABLE WIDTH AND HEIGHT DIMENSION ARE FOR
40.000 D.E.FJ. 2 —2 —2 —2 —2 —2 2 —2 2 2 2.1. 2.1 �2 :?J2. -2 2 A FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ARE
—1 —2 2� 2.]. l"LESS.
3 4 3
PSF 79 4 4 5 4 6 6.!?ESIGN PRES LIMITATIONS:
77 79 79 79 SIZE BLOCKS NT E
44.000 6. —E.F. J, —2 —2 76 OFITHE ADJACENT TABLE WITH A BOLD
2 2 2 2 -2-1-2 ITALICIZED VALUE ABOVE THEM. INDICATE A MAXIMUM
K.L -I- _'__ -1-- �. 1_�. —2_7TT DESIGN
1 1 2 2 —2 _T' ___3 3 — 5-f PRESSURE WITH THE QUANTITY OF ANCHORS
PSF 78 79 70 4 1 4 4 3 5 4 5 5 1 4 1 6 SHOWN IN BOLD. OTHERWISE, THE MAXIMUM DESIGN
79 79 71 79 73 76 PRESSURE FOR THE
48.000 6,—E.F.i. 2 1 2 1 2 2 2 2 2 3 2 - 3 RESPECTIVE SIZE AND
I I . . . . . . . . . . 3 4 5 4
K.L 1 2 2 i 3 GLASS TYPE IS
4 �C 5 1 4 1 a
PSF 71 79 63 71 79 1 641 74 66 7121, 6.9 5 6 AVAILABLE.
'I"
53.125 D.E.FA 2 2 2 —2 2 TABLE 7. KEY-
2 2 3i J !:I
1# --L --i- _�_ .. - 3 3 2 3
K, L —1-1-1 1 — . _ .[_z_
1 2 2 2 3 i 3 —4 T MAX PSF
.
ANCHOR QUANTITIES AT JAMBS BELOW MEETING RAIL, CUSTOM FLANGED WINDOWS
BASED ON SASH HT
TABLE
SASH HEIGHT
SUBSTRATE!--
ANCHOR TYPE:
1277M
2.776
6
15.776
5 6
18.776
776
21.776
*771 '
24*77
24.776
—27.776
1 30..776
31.106
WINDOW
8
0
0
0
— 0
0
v! 0
0
z
0
0
0
rl
zno
z
0
0
n
ci
'4
z
z
0
0
z
0
q!
-1—
1
-1-1
r
0
z
0
z
0
z
WIDTH
q2
0
0
.
01—
0
"ff
0
7 L)
0
0
0
ul—
0
0
�
8
8
19.125
1
1 1 1
2
10 20
—2
21
2 2, 1 2
21 2 1 2
2 1 2 1 2
2 2 1 2
21 2 1 2
24.000
2 2
2
1 2
2 1 2 1 2
21 272
2 1 2 1 2
2 1 2 L
-2 2
-3 1 2 1 2
32.000 __2
1 2
1 1 2
2
2
2 1 2
292
3 1 2 1 2
3
-3-1 2 1 .3
3.1 _2 _�3
_Lj___�
4 2 1
4 1 2 1 3
37.00D
79
2
3 1
40.000
�2
2
-EF
2
-3-T -2-f-3
3 3
4 1 3 1 3
-4-T TT _4
44.000
—2
78
—2
:��2�
2
3
___2_TF _3
3 1 3
--57-3-T _4
48.000
—
63
79
2
2
2
2
3
7T-f-3
-4 F TF _3
aj=4�:
53.125
73
58
_2
�6
�2
2
2 1 2 1
_2
_3_3_F_3�1:1=4
=4 T���4
=5 �4�
R.� By. I
rO TECHNOLOGY DRM ANC
NOKOMIS, FL 34216
rgc3T LUJ
P.O. 89X 1529 :A
NOKONS,FL34ZT4 villbb R�� F
SH700
XE HUNG WJ
jDP LIMITED)kjlj�2
1__]
HEAD
JAMB A13OVEI-2 I
MTG. RAIL
(FULL DP)
HEAD
4
JAMB ABOVEI�
WG. RAIL
TABLE 8. KEY.
MW PSF
(DP LIMITED) 112
JAMB BELOW 2
MTG. RAIL
(FULL DP)
JA 8 BELOW[il
lMTG. RAIL
4040-20
Fimid.
Robdrl L. Cfark. P.E.
PE 939712
struc Ural
I&
3.35 KS1 MIN. CON
:771
OPTIONAL Ix
WOODBUCK
(SEE NOTE 4)
1 1/4"
MIN.
114" MAX SHIM
�EXTERIOR INTERIOR r-N
ALL HEAD AND SILL DETAIL�)'
CONCRETEANCHOR.
(SEE NOTE I & 3) A 2x WOOD BUCK
I A(SEE NOTE 4)
1 3/8"MIN.. 1/4" TAPCON
-1-3/4"MIN., 1/4" CRETE-FLEX
WOOD ANCHOR
(SEE NOTE 2 & 3)A
114- j
SHIM
M m
AX.
ETAIL9A
DETAIL B
TYPICAL FLANGED HEAD ANCHORAGE
12�
I - A
1/4" MAX. SHIM I
UUNCRETE ANCHOR,
FH 13ELOW MEETING
f;LeIL. (SEE NOTE I & 3),&
' —3
7 3.35 KSI MIN. CONCRETE
OR 1.5 KSI MIN. CMU
41* 11CK �OPTI.INAL WITH SOLID CONCRETE
V_ SUBSTRATE (SEE NOTE 4)A
gTX
MIN.
M,��TAX.
SHIM
I. FOR CONCRETE APPLICATIONS IN MIAMI-DADEPOUNTY, USE ONLY MIAMI-DADE COUNTY
APPROVED 1/4"ELCO TAPCONS OR 1/4" SS4 CRETE-FLEX. MINIMUM DISTANCE FROM
ANCHOR TO CONCRETE EDGE 18 1 3f4-.
2. FOR WOOD APPLICATIONS IN MIAMI-DADE COUNTY, USE #12 STEEL SCREWS (G5) OR
1f4"SS4 CRETE-FLEX
3 * FLAT HEAD ANCHORS, WHERE REQUIRED, MUST HAVE #12 TRIMFIT HEADS.
4. WOOD 13UCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS Ix ARE BUCKS WHOSE
TOTAL THICKNESS IS LESS THAN 11/2'. 1x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE
INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 11/2"
THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE
ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION.
5. FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BE A MINIMUM STRENGTH OF
6063-TS AND A MINIMUM OF 1/8" THICK. THE ALUMINUM STRUCTURAL MEMBER SHALL BE
OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT
SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A #12 SHEET
MEtAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IFTHF-sr=CRrrERIAARF=
MET. THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR TAPCONS
MAYBEUSED. A FLANGED FRAME COMPONENT MAYBE SUBSTITUTED FOR AN
INTEGRAL FIN FRAME COMPONENT FOR MULLED APPLICATIONS. FOR INTEGRAL FIN
MULLED APPLICATION& IT IS EXCEPTA13LE TO REMOVE THE FIN AND ATTACH TO THE
MULL THROUGH THE FRAME USING THE FLANGED FRAME ANCHOR
6. ANCHORS ARE NOT REQUIRED AT THE SILL OF FLANGED UNITS. . AGE REQUIREMENT.
7. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT
WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FBC CURRENT,
EDITION SECTION20m—
WOODANCHOR, k—r—MENT2005).
FH BELOW MEETING�,A
RAIL. (SEE NOTE 2 & 31 F
2x WOOD BUCK
(SEE NOTE 4),&
DETAIL D
TYPICAL FLANGED JAMB ANCHORAG�
1/4"
MAX
SHIM
OOD FRAME
.131" DIA. MIN.
x 2 1/2" NAIL.
AT CORNERS
AND WO.C.
1/4" j
MAX.
SHIM
DETAIL F, (HEAD)
TYPIC
CRWGES THIS SHEEr
L.131"DIA. MIN.
x 2 1/2" NAIL,
AT CORNERS
AND 511 D.C.
DETAIL Et (JAMB)
P
No�oOjABS!X 1629
FL 342T4
1D_
INTERIOR
(ALL JAMB DETAILS)
EXTERIOR
-15
VOOD FRAME
,.131"DIA. M
. X21/2"Nf
'AT CORNE
AND 6"0
DETAIL G, (SILL)
LGE A
SH700 I NTS I ii all
Flodds
FRAME
IMPACT Robdrt L Clark. P.E.
PE #39712
4040-20 Structural