WS-13-1890Miami Shores Village `7
Building DepartmentAUG 263
10050 N.E.2nd Avenue, Miami Shores, Florida 33138
Tel: (305) 795.2204 Fax: (305) 756.8972 , = J ,
INSPECTION'S PHONE NUMBER: (305) 762.4949
FBC 20
BUILDING Permit No. ' � q
PERMIT APPLICATION Master Permit No.
Permit Type: BUILDING ROOFING
JOB ADDRESS:
City: Miami Shores County: Miami Dade Zip: SIT,
Folio/Parcel#: It. �C- 0 Iq (2-f
U the Building Historically Designated: Yes NO Flood Zone:
OWNER: Name (Fee Simple Titleholder): kji c-'10 (�_ GtI Ll I C -t5- Phone#: L1�11 lz - -1 4 V
Address: � o sS
City: State: Zip:
TenantlLessee Name: Phonek
Email:
CONTRACTOR: Company Name:
Address: N qoq Aj LL
City: �—k k �®
Qualifier Name:
State Certification or Registration #:
&LAFS kAs
�c a0 (0,
(361) CE -f- v4iz
®L__ Zip:
Certificate of Competency #:
Contact Phone# Email Address:
DESIGNER: Architect/Engineer: Phone#:
t� r
Value of Work for this Permit: Square/Lipear Footage of Work:
Type of Work: OAddition ❑Alteration ONew ORepair/Replace ODemolition
Description 6fWork..,
Submittal Fee
Scanning Fee $
Color thru tile:
Permit Fee $ CCF $ CO/CC $
Radon Fee $ DBPR $ Bond
Notary $ Training/Education Fee $
Double Fee $ Structural Review $
Technology Fee $
TOTAL FEE NOW DUE $
Bonding Company's Name (if applicable)
Bonding Company's Address
City
State
Mortgage Lender's Name (if applicable)
Mortgage Lender's Address
City
state
Zip
Zip
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has
commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating
construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS,
WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC.....
OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all
applicable laws regulating construction and zoning.
"WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE 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."
Notice to Applicant. As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must
promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person
whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site
for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the
inspection will not be approved and a reinspection fee will be charged.
Signature:
1 Owner or Agent
The foregoing instrument was acknowledged before me this
day of r20 a, by V ZAZ S 1-&E-
who
-L=who is personally known to me or who has produced 0� L
N As identification and who did take an oath.
NOTARY
Print: 1,
My Commission Expires:
APPROVED BY
REBECA K PASTRANA
Signature ]C
1-3
Contractor
The foregoing instrument wPParrss acknowledged before me this
day of C' SIT , 20 0, by (air o
who is 9 onalrs� y own t me or who has produced
as identification and who did take an oath.
► EXpMM- pdMWy07, 2017
nnnnnnnnnn�w
Plans Examiner
Structural Review
(Revised 3/12/2012)(Revised 07/10/07)(Revised 06/10/2009)(Revised 3/15/09)
NOTARY PU^IC:
/A
Sign: / f
Print: MANA
rCotoiru
W=W:1F&=y87.2017M Commission Expires:
Zoning
Clerk
Miami ii,age
APPROVED
BY
DATE
70NING DEPT
f 1
31 -DG DEPT I
Qp—
812.v-
l 3-
SUBJECT TO COMPLIANCE Wl I H AIL FEDERAL
L :,1A FF AND COUNTY RULES AM) ;i! C 1,1! AMNS
Doc,
� �o
tt 6---^
RAMMS ENGINEERING, INC. Kd=.85
2100 W 76 Street, Hialeah, Florida 33016 FLORIDA BUILDING CODE, 2010
Robert S. Monsour, P.E. FI # 11955 / 0006024 ASCE 7-10 WIND CODE
DESIGN WIND LOADS IN PSF. MIAMI DADE j 175 MPH WIND ZONE
Interior & Exterior Zones (4&5 - Walls) Positive Pressures
Exposure C For the 175 mph Wind Zone
CATEGORY 2
Height
Maximum
Effective Wind Area or, Tri utary Ara
Effective Wind Area or, Tri utary Area
in Square Feet
10 20 30 40 50
10 20 30 40
50
60
1.00 0.95 0.92 0.89
0.88
0.86
15
46.4-
38.5
37.5 36.7
! 36.1
35.7
20
42.7
40.8
39.7 38.9
38.3
37.8
25
44.6
42.6
41.5 40.6
40.0
39.4
30
46.5
44.4
43.2 42.3
41.7
41:1
40
49.4
47.2
45.9 44.9
44.2
43.6
50
51.8
49.4
1 48.1 1 47.1
46.4 1
45.7
60
53.7-
51.2
1 49.8 1 48.8
48.1 1
47.4
Interior Zone (4 - Walls) Negative Pressures
Exposure C For the 175 mph Wind Zone
CATEGORY 2.
Height
Maximum
Effective Wind Area or, Tri utary Ara
in Square Feet
in Square Feet
10 20 30 40 50
60
-1.10 -1.05 -1.02 -0.99 -0.98
-0.96
15
-43.8
-42.0
-40.9
-40.2
-39.6
-39.1
20
-46.4
-44.4.
-43.3
-42.5
-41.9
-41.4
25
-48.4
-46.4
-45.2
-44.4
1 -43.8
-43.2
30
-50.5
-48.4
-47.2
-46.3
-45.6
-45.1
40
-53.6
-51.4
-50.1
-49.1
-48.4
-47.8
50
-56.2
-53.8
-52.5
1 -51.5
-50.7
-50.1
60
-58.2
-55.8
-54.4
1 -53.4
-52.6
-52.0
Exterior Zones (5'- Walls) Negative Pressures
Ex odpre C For the 175 mph Wind zone
CATEGORY 2
Height
Maximum
Effective Wind Area or, Tri utary Ara
in Square Feet
10 20 30 40 50
60
-1.40 -1.29 -1.23 -1.19 -1.15 .
-1.13
15
-54.1
-50.4
-48.3
.-46.8
-45.6
-44.7
20
-57.2
-53.4
-51.1
-49.5
-48.3
-47.3
25
-59.8
-55.8
-53.4
751.7
-50.4
-49.4
30
-62.3
-58.1
-55.7
-53.9
-52.6
-51.5
40
-66.1
-61.7
-59.1
-57.2
-55.8
-54.
50
-69.3
-64.7
-61.9
-60.0-58.5
-
60
-71.9
-67.0
1 -64.2
-62.2
-60.6
ajg.4
Length of End Zone (a): 10% of least horizontal dimension or
but not less than 4% of least horizontal dimension or 3 ft. (h =
NOTE: AN 8% REDUCTION OF THE LOADS SHOWN ABOVE MAY BE T,
h, whichev I
smaller,
can roof h Ig t in feet).
r
:EN FOR FLA ROOFS.
LN
MIAMI. MIAMI-DADE COUNTY
a PRODUCT CONTROL SECTION
DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 11805 SW 26 Street, Room 208
AFFAIRS (PERA) Miami, Florida 33175-2474
BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599
NOTICE OF ACCEPTANCE C (NOA) www.ntiginidade.eov/oerai
PGI' Industries
1070 Technology Drive,
Nokomis, Fl. 34275
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction
materials. The documentation submitted has been reviewed and accepted by Miami -Dade County PERA -
Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority
Having Jurisdiction (AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product
Control Section (In Miami 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.
PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product
Control Section that this product or material fails to meet the requirements of the applicable building code,
This product is approved as described herein, and has been -designed to comply with the Florida Building
Code, including the High Velocity Hurricane Zone.
DESCRIPTION: Series "FD -750" Outswing Aluminum French Door w/Sidelites — L.M.I.
A"ROVAL DOCUMENT: Drawing No. 8000-11, titled "Alum. French Door & Side Lites, Impact",
sheets I through 12 of 12, dated 12/23/044, with revision E dated 10/12/1 l,prepared by manufacturer, signed
and sealed by Anthony Lynn Miller, P.E., bearing the Miami -Dade County Product Control Revision stamp
with the: Notice of Acceptance number and expiration date by the Miami -Dade County Product Control
Section.
li'JIISSILE IMPACT RATING: Large and Small Missile Impact Resistant
LABELING: Each unit shall bear a permanent label with the manufacturees name or logo, city, state,
model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise
noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been
no change in the applicable building code negatively affecting the performance of this product.
`VERMINATION of this NOA will occur after the expiration date or if there has been a revision or change
in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement
of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure
to comply with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and
followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is
displayed, then it shall be done in its entirety.
INSPEITION: A copy of this entire NOA shall be provided to the user by the manufacturer or its
distributors and shall be available for inspection at the job site at the request of the Building Official.
This NOA revises NOA # 09-1028.10 and consists of this page 1 and. evidence pages E-1, E-2, and E-3, as
well as approval document mentioned above.
The submitted documentation was reviewed by Manuel Perez, P.E.
NOA No 11-1013.24
Expiration Date: February 24, 2015
M ecouar
Fp
A rovai Date: November 24, 2011
Page 1
PGT Industries
NOTICE OF ACCEPTANCE: EVIDFNCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections
2. Drawing No. 8000-11, titled "Alum. French Door & Side Lites, Impact", sheets 1
through 12 of 12, dated 12/23/04, with revision E dated 10/12/11, prepared by
manufacturer, signed and sealed by Anthony Lynn Miller, P.E.
B. TESTS
1. Test reports -on: 1) Air Infiltration Test,
2) Uniform Static Air Pressure Test,
3) Water Resistance Test,
4) Forced Entry Test, per SFBC 3603.2 (b)
along with marked up drawings and installation diagram of an aluminum sliding glass
door using a low sill threshold, glazed with 7/16" laminated glass, prepared by
Fenestration Testing Laboratory, Inc., Test Report No. FTL-5941, dated 05/20/09,
signed and sealed by Julio E. Gonzalez, P.E.
(Submitted under NOA # 09-1028.10)
2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94
2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94
3) Water Resistance Test, .per FBC, TAS 202-94
4) Large Missile Impact Test per FBC, TAS 201-94,
5) Cyclic Wind Pressure Loading per FBC, TAS 203-94
6) Forced Entry Test, Per FBC 2411 3.2.1 and TAS 202-94
along with marked -up drawings and installation diagram of aluminum doors of OXXO
configuration, prepared by Fenestration Testing Laboratory, Inc., Test Report No.
(Submitted under NOA # 09-1028.10)
3. Test .reports on: 1) Uniform Static Air Pressure Test, per FBC, TAS 202-94
2) Large Missile Impact Test per FBC, "IAS 201-94
3) Cyclic Wind Pressure Loading per FBC, TAS 203-94
4) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202-94
along with marked -up drawings and installation diagram of alurn.inum doors of OXXX
configuration, prepared by Fenestration Testing Laboratory, Test Reports No.
FT.4527, dated 02/10/05, signed .and sealed by Edmundo Largaespada, P. E.
(Submitted under NOA # 05-0419.03)
4. Test reports 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) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202-94
along with marked -up drawings and installation diagram of aluminum doors of OXXO
configuration, prepared by Fenestration Testing Laboratory, Test Reports No.
FTL-4528, dated 02/14/05, signed and sealed by Edmundo Largae , P. E.
(Submitted under NOA #,05-0419.03) __
M nuel er P.E.
Product Contro iner
NOA No 11-1013.24
Expiration Date; February 24, 2015
Approval Date: November 24, 2011
E-1
PGT 1<ndustdes
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
B. TESTS (CONTINUED)
5. 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 aluminum doors of XXXO
configuration, prepared by Fenestration Testing Laboratory, Test Reports No.
FTL4529, dated 02/14/05, signed and sealed by Edmundo Largaespada, P. E.
(Submitted under NOA # 05-0419.03)
6. 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 aluminum outswing
French door, prepared by Fenestration Testing Laboratory, Test Reports No.
FTL-4530, dated 02/14/05, signed and sealed by Edmundo Largaespada, P. E.
(Submitted under NOA # 05-0419.03)
7. 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 aluminum outswing
French door, prepared by Fenestration Testing Laboratory, Test Reports No.
FTL-4311, dated 09/01/04, signed and sealed by Edmundo Largaespada, P. E.
(Submitted under NDA # 05-0103.03)
8. Test reports on: 1) Uniform Static Air Pressure Test, 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 aluminum outswing
French door, prepared by Fenestration Testing Laboratory, Test Reports No.
FTL-4312, dated 09/13/04, signed and seaIed by Edmundo Largaespada, P. E.
(Submitted tinder NOA # 05-0103.03)
9. Test reports 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) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202=94
along with marked -up drawings and installation diagram of aluminum out -swing
French door, prepared by Fenestration Testing Laboratory, Test Reports No.
FTL-4315, dated 09/13/04, signed and sealed by Edmundo Largaespada, P. E.
(Submitted under NOA # 05-0103.03)
I iloz_?
as el Perez, P.E.
Prod ct C trot Examiner
A No 114013.24
Expiration Date: February 24, 2015
Approval Date: November 24, 2011
E-2
PGT Industries
NOTICE OF ACCEPTANCE: EVIDENCE SUBMIWED
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC-2007,
dated 10/01/09, prepared, signed and sealed by Robert L. Clark, P.E, updated to the
FBC-2010 on 10/11/11, signed and sealed by A. Lynn Miller, P.E.
2. Glazing complies with ASTM E1300-04
D. (QUALITY ASSURANCE
1. Miami Dade Department of Permitting, Environment, and Regulatory Affairs (PERA).
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 10-0922.09 issued to E.I. DuPont DeNemours & Co., Inc.
for their "DuPont ButaciteQ9 PVB, Interlayer" dated 12/24/10, expiring on 12/11/11.
2. Notice of Acceptance No. 09-0223.05 issued to Solutia, Inc. for their "Saflex Multi-
layer Glass Interlayer" dated 04/08/09, expiring on 04/08/14.
3. Notice of Acceptance No. 08-1224.04 issued to Solutia, Inc. for their "Saflex
Composites Glass Interlayer with PET Core" dated 02/25/09, expiring on 12/11/13.
F. STATEMENTS
1. Statement letter dated 10/07/11, Successor Engineer adopting the another engineer's
work per FAR 61G15-27-001, signed & sealed by A. Lynn Miller, P.E.
2. Statement letter of conformance with the FBC-2007 and FBC-2010, prepared by
manufacturer, dated 10/11/11, signed & sealed by A. Lynn Miller, P.E.
3. Statement letter of "No financial interest", prepared by manufacturer, dated 10/11/11,
signed & sealed by A. Lynn Miller, P.E.
4. Letter of lab compliance, part of the above test reports.
5. Proposal No. 08-1891 issued by BCCO, dated January 26, 2009, signed by Ishaq
Chanda, P.E.
G. OTHER
1. Notice of Acceptance No. 09-1028.10, issued to PGT Industries for their Series "FD -
750" Outswing Aluminum French Door w/Sidelites — L.M.I., approved on 02/10/10
and expiring on 02/24/15.
Mpaft4perez, P.E.
Product Conof Examiner
N No 11-1013.24
Expiration Date: February 24, 2015
Approval Date: November 24, 2011
E-3
NOTES: OUTSWING IMPACT FRENCH DOOR(S) AND SIDE LITE(S)
1. GLAZING OPTIONS:
A 7116° LAMI CONSISTING OF (1) LTTE OF 3116• ANNEALED GLASS AND (1) UTE OF 3116" HEAT STRENGTHENED GLASS WITH AN .090 PVB INTERLAYER OF DUPONT
BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM.
B. 7116" LAMI CONSISTING OF (2) LITES OF 3/16 HEAT STRENGTHENED GLASS WITH AN .090 pVB INTERLAYER OF DUPONT BUTACITE OR SAFLEXtKEEPSAFE MAXIMUM.
C. 7/18" LAMI CONSISTING OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/16° HEAT STRENGTHENED GLASS WITH AN .075 VANCEVA INTERLAYER.
D. 7116' LAMI CONSISTING OF (2) LTTE=S OF 3116' HEAT STRENGTHENED GLASS WITH AN .076 VANCEVA INTERLAYER NOA DRAWING MAP
T:. 718' LAM) I.G. CONSISTING OF (1) LTTE OF 3116" TEMPERED GLASS OUTSIDE, lie AIR SPACE AND (1) 7/16' LAMI GLASS ASSEMBLY INSIDE (3116' A„090 PVB, 3116" HS).
TOPIC SHEET
F. 71W LAMI I.G. CONSISTING OF (1) LITE OF 3116' TEMPERED GLASS OUTSIDE. iW AIR SPACE AND (1) 7116' LAMI GLASS ASSEMBLY INSIDE (3116" HS„090 PVB, 3116' HS). GENERAL NOTES _.......... 1
CONFIGURATIONS ........... 1
G. 718' LAM LG. CONSISTING OF (1) LTTE OF 3116' TEMPERED GLASS OUTSIDE, 1W AIR SPACE AND (1) 7116' LAMI GLASS ASSEMBLY INSIDE GLAZING DETAALS- ...... ••• 2
(3118'k.075 .075 VANCEVA DESIGN PRESSURES—.. 3 3116” HSS ELEVATIONS ...... _............ 4
H. 718' LAM) I.G. CONSISTING OF (1) LITE OF 3116' TEMPERED GLASS OUTSIDE. 11,C AIR SPACE AND (1) 7/16` LAMI GLASS ASSEMBLY INSIDE VERT. SECTIONS ... _........ 5
(3116" HS..075 VANCEVA, 3116" HS). HORIZ. SECTIONS ... ....... 6
PARTS LIST ...................... 7
2. DESIGN PRESSURES: TABLE 1, SHEET 3. EXTRUSIONS ................... 8.9
A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E1300-02. ANCHORAGE ........... ........ 10.1
A
S. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E1300-02.
3. CONFIGURATIONS: X. O, XX XO.OX, XXX, XXO. O)O, OXO, )00M XXXO. OXO(. OR OXXO WHERE O REPRESENTS EITHER THE NARROW JAMB OR FULL JAMB SIDE LITE.
ANY TWO ADJACENT X UNITS CAN BEITHER 'TWO SINGLE, X DOORS ORA DOUBLE, XX DOOR' BOTH USING EITHER THE STANDARD OR THE LOW-RISE SILL. THE 6a8&tKT 9F:v!.*- n
FRENCH DOOR ASSEMBLY BFAM is USED TO ASSEMBLE X XXAND " j }'
0 UNITS TO MAKE THE ABOVE CONFIGURATIONS.
-l03 m9
4. ANCHORAGE, THE 33 113% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. FOR ANCHORAGE REQUIREMENTS SEE SHEETS 9 THRU 11.
t
5. SHUTTERS ARE NOT REQUIRED.
6. SEALANT: INSTALLATION SCREWS, FRAME AND PANEL CORNERS SEALED WITH CLEAR COLORED SEALANT. VERTICAL ASSEMBLY BEAM SEAMS SEALED ON THE
INTERIOR AND EXTERIOR WITH CONTRACTOR'S SEALANT.
7. REFERENCES: TEST REPORTS: FTL-4311, FTL•4312, FTL-4315, FTL.-4527, FTL-4526, FTL-4529, FTL-4530. Fit -4921 AND FTL-5941.
® ANSVAF&PA NDS -2005 FOR WOOD CONSTRUCTION
ADM -2005 ALUMINUM DESIGN MANUAL
8. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY
HURRICANE ZONE (HVHZ).
� `O�•'• gNSE �' � �
mom �O
SIN I£pf 2�
VmQvwwarmw _GENERAL NOTES MD DR4WING MAP %�Ot, ' . •. FCDR60NOMMM °
FL s ALUM. FRENCH DOOR & SIDE UTES IMPACT 'FSSI dNP�
-=%. [�_:;V-
6 w e,s m..c m+oes A LYf m ME_'L& P. E.
FOMFU 1 e 12 811 E FL P.E.# 58705
'16" NOM.
3116" ANNEALED OR HEAT STRENGTHENED GLASS
.OW DUPONT BUTACI E OR SAFLEXIKEEPSAFE
MAXIMUM PVS INTERLAYER
3116' HEAT STRENGTHENED GLASS
91 OR 92
EXTERIOR INTERIOR
GLAZING DETAIL SETTING BLOCK
7/16" LAMI GLASS W/ PVI3 INTERLAYER
7i8" NOM.
'1G NOM.
3/16' ANNEALED OR HEAT STRENGTHENED GLASS
.075 VANCEVA INTERLAYER
-3f l6' HEAT STRENGTHENED GLASS
93 OR 94
s/8"
EXTERIOR INTERIOR
GLAZING DETAIL SETTING BLOCK
7/16" LAMI GLASS W/ VANCEVA INTERLAYER
3116' TEMPERED GLASS
AIR SPACE
3/16' ANNEALED OR NEAT
STRENGTHENED GLASS
.090" DUPONT BUTACITE OR SAFLEX/
KEEPSAFE MAXIMUM PVBINTERLAYER
3110' HEAT STRENGTHENED GLASS
95 OR 96
518"
VA -ilk 81119
3116 TEMPERED GLASS
AIR SPACE
3116' ANNEALED OR HEAT
STRENGTHENED GLASS
.075 VANCEVA INTERLAYER
3116" HEAT STRENGTHENED GLASS
97 OR 98
518" GLASS
EXTERIOR INTERIOR EXTERIOR INTERIOR
GLAZING DETAIL SETTING BLOCK GLAZING DETAIL SETTING BLOCK
7/8" LAMI I.G. GLASS W/ PVI3 INTERLAYER 7/8" LAMI I.G. GLASS Wt VANCEVA INTERLAYER
/dwa
° e "° GLAZING DETAILS
'Sj= t NOCPA&WImaim, NOKOA43, A 34M tas
c wuaswc€sntrsar+�r Po,� ALUM. FRENCH DOOR & SIDE LITES, G
23104 LT. �+ FU 2 s 12� 800Q-11
!nlrbift2N91Le Fbrift
Bdfts
I DLS
Rte.
uurrr
_��. JGENSE ••.� �:
z e;
59705
Tolt, �S?A
:FAQ ••.• pLORIOP•'�C�:
�FSSIaNA�;``'
A LYtSII1rlWLL. P.E.
FL P.E.# 58705
Table 1. Ma)dmum Design Presstxes (psfl
Configuration
Width pn)
Allowed
Glass
Types
�.�Ovy•LYNN 4
Height (in)
, -•F� •
79 x r (6) 83 314" A 87 3/4" 91314!* 95 3/4- (8�
French
X
37" (30)A
E
+70.0
-80.0
+70.0 1
.80.0
+70.0
-80.0
+70.0
-80:0
+70.0 1
-80.0
C,G
+100.0 400.0 +100.0 -100.0 +100.0 -10D.0 +100.0 400.0 +100.0
-100.0
Door
XX
71 3/4" (60)
AE
+70.0
-80.0
+70.0
-80.0
+70.0
-80.0
+70.0
-80.0
+70.0
-80.0
C,G
+100.0 -100.0 +100.0 400.0 +100.0 -100.0 +100.0 -100.0 +100.0
-100.0
Felt
Jamb
36 11/16"
AE
+70.0
-80.0
+70.0
-80.0
+70.0
-80.0
+70.0
-80.0
+70.0
-80.0
c.G
+100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0
400.0
3011/16"
C,G
+100.0
400.0
+100.0
-100.0
+100.0
-100.0
+100.0
-100.0
+100.0
-100.0
Sidelffe
Narrow
3311/16"
C,G
+100.0
400.0
+100.0
400.0
+100.0
-100.0
+100.0
-100.0
+97.4
-97.4
.lamb
3611/16"
A, B, E, F
+70.0
-8D.0
+70.0
-80.0
+70.0
-80.0
+70.0
-80.0
+70.0
�80.0
C,G
+100.0 -100.0 +99,9 -99.9: +95.3 -95.3 +91.4 -91.4 +87.9
-87.9
DH
+100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0
-100.0
B - 7116" LAMI (3/16"HS,.090 PVB, 3116 -HS)
C - 7116" LAMI (3116"A,.075 VANCEVA, 3/16"HS)
D - 7116" LAMI (3116"HS,.075 VANCEVA, 3/16"HS)
E -7/8" LAMI I.G. (3/16'"T, 114" AIR SPACE, 3116"A,.090 PVB, 3/16"HS)
F - 7/8" LAMI I.G. (3/16"T, 114" AIR SPACE, 3115'HS,.090 PVB, 3/16"HS)
G - 718" LAMI I.G. (3116"T, 1/4" AIR SPAM, 3116"A,.075 VANCEVA, 3116"HS)
H - 7/8" LAMI I.G. (3/16"T, 1/4" AIR SPACE, 3/16"HS,.075 VANCEVA, 3/16"H:
UPGRADE FTL4311, 4312,
FTL-4527, 4526, 4529,
UPGRADE FiL-4527, 4528, 4529,
FTL-4311, 4312,
UPGRADE FTL.-4311, 4312,
FTL-4527, 4528, 4529,
UPGRADE FTL-4527, 4528, 4529,
40�V=E�R[-L�kNG
OVE
HE.
NOTES:
1. IF USING THE OPTIONAL LOW-RISE SILL
(PART 10, SHEETS OF 12). THE
OVERHANG HEIGHT MUST BE GREATER
THAN THE OVERHANG LENGTH (SEE
DIAGRAM). IF NOT, THE MAXIMUM
POSITIVE (+) DESIGN PRESSURE IS
LIMITED TO +50.0 PSF FOR ALL STYL9S
AND SIZES OF THE DOOR AND ANY
ADJOINING SIDELITES. (REF. FTL-W41)
pgpDUCr RNLsr n
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r-7313116" MAX. WIDTH
'
i
95 G
.
HEIGHT MAX•7
ALL
791/8'
MAX.
DLO
ALL
110 5/8" MAX WIDTH ---------
OX OR XO OXO
37'
MAX WIDTH
25" MAX. r-71314- MAX. MDTH-1
DLO ALL X
UNITS
X xx
NOTES:
1. CONFIGURATIONS WITH SIDE LITES CAN BE EITHER NARROW JAMB OR FULL JAMB VERSION.
2. FOR ANCHOR SPACWG AND DETAILS SEE SHEETS 9 THROUGH 11.
3. FOR VERTICAL SECTIONS SEE SHEET 5 AND FOR HORIZONTAL SECTIONS SEE SHEET 6.
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318' MAX. WIDTH
361 U16"
AX. WIDTH
25"
OXXO (SHOWING EACH VERSION
3611116"
IMAX. WIDTH
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No -58T05 -_
"1o3-**-- STATE OF
EXAMPLE ELEVAnONS ' OT ' . acoR�o? . ' ��`1,•:
ALUM. FRENCH DOOR & SIDE LITES, IMPACT/ONA1- �?
Sa wa. ast a.c n.+o� ' A. L4MILLEti�, P.E.
P07s6 NTS 4 + 12 8000-11 E FL P.E.# 58705
VERTICAL SECTION A
NARROW AND FULL
JAMB SIDE LITE HEAD
MAX. DLO
VERTICAL SECTION C
NARROW AND FULL
VERTICAL SECTION B
OUTSWING HEAD
9OMGFNAL VERSION TOP RAIL A (E
ALTERNATE VERSION TOP RAIL-
ORWIAL VERSION BOTTOM RAIL
® O
ALTERNATE VERSION BOTTOM RAIL
VERTICAL SECTION D
OUTSWING SILL
PAX a(W 1=
zvALUM. FRENCH DOOR & SIDE LITES, IMPACT
fV7w 1/2 5 d 12 8000-11 E
fi S�t2UCTREI'C:FSi
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OXXO HORIZONTAL SECTION SHOWING (1) OF EACH SIDE LITE TYPE o
wI
29
83
29 —fd
70
`�
70
1
DETAIL H
83
DETAIL K
DETAIL E DETAIL 1
JAMB, FULL JAMB JAMB, NARROW
``. .•�!•- - R'
` ��O •�`GtiNSE'�
NARROW JAMB SIDE LITE
HINGE JAMB TO HINGE JAMB
SIDE LITE JAMB SIDE LITE
= �` ` No. ` cr-
(AT HINGE JAMB)
(NOT SHOWN ABOVE)
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HORIZONTAL SECTION RETAILS
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(ILM DWGB DfSt2t�TK)N
PLCO
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FRAVI£it3TPAR'TS
1 8006 PRAMS-HFAD,SILL&JAMB an
1 M06 -HEAD&IR4(�JAMB 6IWCG
4 sm D8B'CAP 68008
2 8�7A-SWH�GSfU, �A
6 8007 SCREWODWt 68007
3 80DIC-giViIBGSILLt7DVER mom
7 MW DWAtLP1A7E 68009
4 8008 CAP 4ltppg
8 FRAMEASSAGUZSCREW99XI-PH D 78
5 HFAD•S81&IAMBWSATf83tSTg1P USB37IB300
70 8012 mm 68012
6 8001 � C70VEIt 48007
21 8014 RAD. 68014
7 80tg A1L71ATE 48009
71 I0I3 RAIL am
8 FRAMEASSETOffi.YSt1tEW OBX I• PHQUAD T81 PQA
9 80>2 ASTRAGALHmSEAL 480j2
33 UDROD5/1618X36• 6TRODA
IO 8038 agWBiDSpt 48058
36 FtAN(FDt�Q•XHUTSl16-IB 799 UTA
DOORPANF3,
37 909 CLAMP 61D7M
5 FIFAD,SN-&JAMBWFATI�t51RIP
8XY4'PH DRIVETEKSatEW 7�OgpS7'pr
20 8012 BTILE 68012
61 8028 UTEHPADTRIM 4,8078
2i BD14 TOPRA DFDRODI)13l 68014
62 8029 S[�121awaTiam 68029
21 8073 B(7JIDM ]7AD, 7J®R� 68013
FDTSO NARROW JAMB SIDE LITE
23 8017 SWt•3Y 68017
1 8006 FRAME-HE%D&SOL 6m
24 80th 13D1'1'OM SWEEP 680!6
4 5008 DIOPCAP 68008
ZS SW�'9(BEWS•f4XU2'p{lB.PH
6 8001 ODVt31 6800T
2b 8p15 S7RAGA ACTIYEB}NACTIVE 68015
7 8909 DwALLPLATE NOW
27 8112® HWGEIAMHSBIE 680218
8 ASSDMYSCREW f8X 1• PH D 781PQA
28 8@pA CL'AA mwFR 68CO9A
21 8014 RAIL 66014
� 8018 GFARIR4()fy &laC.t&PtATE 68018
22 8913 BOTTOM RAIL 68013
3a iM9A BEAR DCXXtSR7E 68D79A
33 ItOD3/76•ISX3S 6TRODA
31 8Di5 BPARR4G 4W3S
WA AWGE�36
FLANOEO NUTS/16.18 799%=A
32 RIH6KE SET.SCREWf632xU4'
22 8039 CLAMP �.�
33 Gw4AR� M'FY' 5CliEW f12 x314' 77t[SS HD
60 f8XY4'PH iXUVETI3CSGZEW 1SX34PSIW
61 SM SIDEDTEHFADTRIM 68026
34 I�Ki; MTG SCREW B12.1 1/2' T1t178SIID.
3S 131DROD5716-18X3@' 63RODA
70 = PRAMS JAMB 68010
36 1•LING®[07CNUTS/tf 18 799MRTTA
AWEMBLYIQT
37 8039 RAMP 6037ffiN
>A DIB38 ERm DOORASSEMBLY77FAM 68ODB
38 8013 S15 LATRI3d8.NAJ4ISM ASFQAND
St #10.24X2 iT SCREW
39 8� HX:IL1iiACK 48Q30
40 tATCHASSYSCRAYSfBXY SS PI3QLI7tiID 78X27PAX
32 NW24)RXNUT
4I R87 SHGOT110LTROD V
83 12X 112' TRHDTIKSCREY(
42 SOCS SHANDARDFt�{1301.TS W!$S R(1D SUIJIYA
1H 8056 SUBSILL ONAL) 68036
43 - 8031 SHO(7fBOLT(d31pE 41{M7
GLASS, BEAD A WJCONE
44 Sl10DT Bq,TGU111£&S'iR1KE5CREW 6.32X3/8'SS YFBLLTRHD 7870gPFT7C
00 SEALAIW DOW ODRAONOB99 98A 993 Alk]J!'
45 8CT$R (iiF PIA AT ASTRACJtL ACiiYEWT�D WSlid43S1
91 7/16'LAMINA"t'�(3ASS 6•ANN U90 PV8, 311�HS)
46 8038L-STR1KEPiATEATASi11AGAC ACTIVEFQI$�RIt#T1) W51104451
92 VWL4MMATFDGIASS I6•iSr490PVB,3/16'
47 STR1KEPtATESCREWSB-32X3/8'SS igB[LTARD 78X38PFTX
93 7116'IAMIAWTEDG(ASS(3116'ANN_075VANCEVA,YW
48 PLA7EMIDDLES(RESV &24X ifi'FEi T612FI'17C
94 7/16 LAMB4AT@CiASS _ 16't15.•.ipSYAT1t:SVV_.3/16'
49 8034 ?LATQAT HERO&SQL
95 7/8' LAM! I.G, (AW T. V4• SPACE, 3/26' ANN PVii Nis'
96 — 7/8' LAM) LQ 6' T. V4• SPACE 3116' HS -090 3116' HSI
SO HFADSTRISESCREWSSSBXI/2PE®L Fl! 7858ZAX
57 STRIKEPIAT6SCRfiWS S38Xtl2 PHILLt1PIDi9iCU7'FH TBX
47 7/8' IAM[ I.O. 6• T, tW SPACE 3116' ANN -075 VANCEV"IS HS)
S2 8041 CTiVETIBM SEf(AS3QA
98 718' LAM WA (3116-F. U4' SPACE, 311V MW5 VANCEVA.3116-
53 8042 �PASSIVfiTRIbt SET(AStBA1W
103 8012 BACKBEAD 68@2
54 t4Hd STAR41JSS4S77i3.PA5S1YE7.00K f>FAR(ASHLAND7
106 9025A SLBACKBFAD 43026A
SS 80IQA TCP RAIL OBOLT DfSI@0 689IQA
707 8WA 7/16' BEAD 68DUA
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PARTS LIST
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6
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57
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75I6L[iDL
4.062
T -
SLI
1�-ll
3.636-�
#8006 6063-T6
O FRAME, HEAD, JAMB
AND SIDELITE SILL
�3.018�
.050
O7 #8009 6063-T5
INSTALL PLATE
�1 7.LR3
.062
2.236
.583
(1 #8003A 6063-T6
�j OUT -SWING SILL
.050
4.027
1.353 - 1-033 .050
OA 04C 6063-T5 A #8008 6063-T5
OS SILL COVER O DRIP CAP
.074
2.000
1.498
r 3.990 -=1
082
6
.583
TT 3.636-..I
Ag#8056 6063-T6
OUT -SWING LOW SILL
20 #8012 6063-T6
STILE
075
1.938 .100 1.938
1 1.467
�- - 8.250 f 4.434
22 #8013 6063-T6
BOTTOM RAIL
21 #8014 6063-T5
TOP RAIL
.0T
5
1.938 .100 1.938 T
li I
6.2so -----i F- a.a3a----{
#8013A 6063-T6 #8014A 6063-T5
56 BOTTOM RAIL, LAG BOLT DESIGN 55 TOP RAIL, LAG BOLT DESIGN
AKftmFL31M
Aacok �FL3am
1.160 le-
.311
040"
O6 #8007 6063-T6
SCREW COVER
23 #8017 6063-T5
TOP SWEEP
L&2240-�
.797
Q24 #8016 6063-T5
BOTTOM SWEEP
.075
26 #8015 6063-T6
ASTRAGAL
VCH DOOR & SIDE LITES, G
Z-
� 6
1/7 8 s 12 8000-11
• , �Ny LYNN btljlF�.::
No•58705
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��'��SStONA���1-� �•
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FL P.E.# 58705
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—�j
075 .742 301.075 f +1.000
1.763 .100
.100
---I� -�
27
#8021B 6063-T6 28 #8020A 6063-T6 29 #8018 6063-T5 30 #8019A 6063-T6 37 #8039 6063-T6
GEAR HINGE, JAMB GEAR HINGE, COVER HINGE, BACK-UP GEAR HINGE, DOOR TRUSS CLAMP
050
438
2.822—�
61 #8028 6063-T5
SL HEAD TRIM
3.775----1
125-T .050
84 #8056 6063-T4
SUBSILL, OPTIONAL
.062
rAT T
3.636=—�
7U #8010 6063-T6
NARROW SL JAMB
.oas I 1.169
442 s6b
045 750 .045
�Q4+.81855�+-
10
#8022 CKBEAD 6063-T5 ` % ASLO$ CKBEAD 10 #801 SA BOE6ADD
n09ar+Fsr
MOKOA4S R 3MT5
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040
.437
..957
�#8024A 6063-T5
I.G. BEAD
FD76o
.125 3.251
1.635
#80336 6105-T5
80 FD ASSY BEAM
[--Z313-----1
�r
.050
62 #8029 60633-T5
SL JAMB TRIM
VCH DOOR & SIDE LITES, I
1J2 9 -12 8000.11
mDD 49�
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FL P.E.# 68705
it
10.571'
MAX.
O.C.
JAMB
ANCHORS -AA
HT. QTY.
95 314" - (8)
91 3/4' -(8)
87 3/4• - (8)
83314--(7)
79 314'-(7)
A DETAIL B (WOOD)
(SINGLE PANEL)
ANCHOR TYPES:
20113
w 3' to
3• MIN. HEAD & SI 11 ^ 3- MIN,
ATYP. ANCHOR ATYP.
CLUSTER
(TYPICAL)
I
JAMS
ANCHORS
18.500"
95 3/4^ - (5)
HT. QTY.
MAX.
95314•-(5)
O.C.
91 3-(5)
83 3/4" - (5)
87 K'
11
833/4- - (5)
793/4"-(5)
11•
DETAIL A (CONCRETE)
® (SINGLE PANEL)
ANCHOR TYPES:
1 OR 2
it
10.571'
MAX.
O.C.
JAMB
ANCHORS -AA
HT. QTY.
95 314" - (8)
91 3/4' -(8)
87 3/4• - (8)
83314--(7)
79 314'-(7)
A DETAIL B (WOOD)
(SINGLE PANEL)
ANCHOR TYPES:
20113
w 3' to
3• MIN. HEAD & SI 11 ^ 3- MIN,
ATYP. ANCHOR ATYP.
CLUSTER
(TYPICAL)
A DETAIL C (CONCRETE) SEE NOTE 5
(2 OR MORE PANELS) APPLICABILITY
ANCHOR TYPES: OF ENCIRCLED
1 OR 2 ANCHOR
LOCATIONS
HEAD & SILL
ANCHOR
CLUSTER
(TYPICAL)
JAMB
ANCHORS
HT. CITY.
A A 95314'-(8)
(2) EQ. (3) EQ. 913/4' - (8)
SP_ TYP. SP. TYP. 873/4--(8)
83314'-(7)
A DETAIL D (WOOD)
(2 OR MORE PANELS)
ANCHOR TYPES:
2083
11'
10.571"
MAX.
O.C.
--jA
ANCHORAGE SPACING REQUIREMENTS: m2ftmawms
1. DETAILS A AND B ABOVE REPRESENT ANCHORING OF SINGLE X DOORS, OR INDIVIDUAL SIDE LITE O PANELS WITH FULL OR NARROW WIDTH JAMBS. DETAILS C ANDD_
ABOVE REPRESENT ANCHORING OF ANY MDCTURE OF DOUBLE XX DOORS, SINGLE X DOORS, NARROW JAMB OR FULL JAMB SIDE LITE PANELS, FOR MULTIPLE -PANEL
INSTALLATIONS OF TWO OR MORE PANELS. UNLESS OTHERWISE STATED. DIMENSIONS OF DETAILS A THROUGH D ARE MAXIMUMS.
2. ANCHOR TYPES: 1-114" ELCO ULTRACON 2 -1/4^ ELCO SS4 CRETE -FLEX 3 -#12 STEEL SCREW (GS)
CONCRETE SUBSTRATE USE TYPE 1 AT 1 318' MIN. EMBEDMENT OR TYPE 2 AT 1 3/4' EMBEDMENT. 1 3/4' MIN. EDGE DISTANCE FOR BOTH.
WOOD SUSTRATE - USE TYPE 2 OR TYPE 3 AT 1 316' MIN. EMBEDMENT.
3. SINGLE PANEL CONFIGURATIONS (DETAIL A. CONCRETE SUBSTRATE. DETAIL B, WOOD SUBSTRATE)
A
HEAD AND SILL ...... 6 MAX. FROM FRAME CORNERS.
JAMBS.....................11" MAX. FROM FRAME CORNERS. 18.500' MAX. Q.C. CONCRETE SUBSTRATE (DETAIL A) AND 10.571' MAX O.C. WOOD SUBSTRATE (DETAIL B).
4. TV40 OR MORE PANEL CONFIGURATIONS: (DETAIL C, CONCRETE SUBSTRATE)
HEAD AND SIH L_....6" MAX FROM FRAME COMNERS, AND AT 3' AND 6" MAX. ON EACH SIDE OF ASSEMBLY BEAM AND/OR ASTRAGAL LOCATIONS (CLUSTER OF 4).
JAMBS....11" MAX. FROM FRAME CORNERS AND 18.500' MAX O.C.
5. TWO OR MORE PANEL CONFIGURATIONS : (DETAIL D, WOOD SUBSTRATE) t 1 < < <
LYNN
HEAD AND SILL 6' MAX FROM FRAME CORNERS, AND AT 3. 8, 9- AND 12' MAX ON EACH SIDE OF ASSEMBLY BEAM AND/OR ASTRAGAL LOCATIONS (CLUSTER OF B). � : • ti�cEr�sF '•-• -p
PLUS ENCIRCLED ANCHORS OUTSIDE CLUSTERS, REQUIRED ONLY ON PANEL WIDTHS OVER 27 3/4'. Q
JAMBS.. _ .................11" MAX FROM FRAME CORNERS AND 10.571' MAX O.C. = N0.58705
amoft At eswSs asomADnEawrAf MUDCOMw.. STATE OF (C/�
FA wane e� aEv+sENvaOwv vecraczooramxxvisE zags xuraoerwrreE ANCHORAGE SPACING �toR,o?.'``�j�:
JR owzm C mcmAw V=SN!Er MCICq((/9, FL 3Q75 ii Sj
fma.wvwx oftormne ,,,,, �, ,,�„, ru „� TALUM FRENCH DOOR & SIDE LITES, IMPACT �.`�S,I�NAL
JA q a�J m.w�st mw- A. LY 41±A LWR'' P.E.
FJt LT. iD7b0 1/4 10 a t2 800U 1J E FL P.E.# 58705
JAMB
ANCHORS
HT. QTY.
MAX
95 3/4^ - (5)
O.C.
91314"-(S)
83 3/4" - (5)
79 W/4' - (5)
11
A DETAIL C (CONCRETE) SEE NOTE 5
(2 OR MORE PANELS) APPLICABILITY
ANCHOR TYPES: OF ENCIRCLED
1 OR 2 ANCHOR
LOCATIONS
HEAD & SILL
ANCHOR
CLUSTER
(TYPICAL)
JAMB
ANCHORS
HT. CITY.
A A 95314'-(8)
(2) EQ. (3) EQ. 913/4' - (8)
SP_ TYP. SP. TYP. 873/4--(8)
83314'-(7)
A DETAIL D (WOOD)
(2 OR MORE PANELS)
ANCHOR TYPES:
2083
11'
10.571"
MAX.
O.C.
--jA
ANCHORAGE SPACING REQUIREMENTS: m2ftmawms
1. DETAILS A AND B ABOVE REPRESENT ANCHORING OF SINGLE X DOORS, OR INDIVIDUAL SIDE LITE O PANELS WITH FULL OR NARROW WIDTH JAMBS. DETAILS C ANDD_
ABOVE REPRESENT ANCHORING OF ANY MDCTURE OF DOUBLE XX DOORS, SINGLE X DOORS, NARROW JAMB OR FULL JAMB SIDE LITE PANELS, FOR MULTIPLE -PANEL
INSTALLATIONS OF TWO OR MORE PANELS. UNLESS OTHERWISE STATED. DIMENSIONS OF DETAILS A THROUGH D ARE MAXIMUMS.
2. ANCHOR TYPES: 1-114" ELCO ULTRACON 2 -1/4^ ELCO SS4 CRETE -FLEX 3 -#12 STEEL SCREW (GS)
CONCRETE SUBSTRATE USE TYPE 1 AT 1 318' MIN. EMBEDMENT OR TYPE 2 AT 1 3/4' EMBEDMENT. 1 3/4' MIN. EDGE DISTANCE FOR BOTH.
WOOD SUSTRATE - USE TYPE 2 OR TYPE 3 AT 1 316' MIN. EMBEDMENT.
3. SINGLE PANEL CONFIGURATIONS (DETAIL A. CONCRETE SUBSTRATE. DETAIL B, WOOD SUBSTRATE)
A
HEAD AND SILL ...... 6 MAX. FROM FRAME CORNERS.
JAMBS.....................11" MAX. FROM FRAME CORNERS. 18.500' MAX. Q.C. CONCRETE SUBSTRATE (DETAIL A) AND 10.571' MAX O.C. WOOD SUBSTRATE (DETAIL B).
4. TV40 OR MORE PANEL CONFIGURATIONS: (DETAIL C, CONCRETE SUBSTRATE)
HEAD AND SIH L_....6" MAX FROM FRAME COMNERS, AND AT 3' AND 6" MAX. ON EACH SIDE OF ASSEMBLY BEAM AND/OR ASTRAGAL LOCATIONS (CLUSTER OF 4).
JAMBS....11" MAX. FROM FRAME CORNERS AND 18.500' MAX O.C.
5. TWO OR MORE PANEL CONFIGURATIONS : (DETAIL D, WOOD SUBSTRATE) t 1 < < <
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HEAD AND SILL 6' MAX FROM FRAME CORNERS, AND AT 3. 8, 9- AND 12' MAX ON EACH SIDE OF ASSEMBLY BEAM AND/OR ASTRAGAL LOCATIONS (CLUSTER OF B). � : • ti�cEr�sF '•-• -p
PLUS ENCIRCLED ANCHORS OUTSIDE CLUSTERS, REQUIRED ONLY ON PANEL WIDTHS OVER 27 3/4'. Q
JAMBS.. _ .................11" MAX FROM FRAME CORNERS AND 10.571' MAX O.C. = N0.58705
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1-10%3.711 IS
CONCRETE ANCHOR
SHIM
WOOD ANCHOR
114" MAX.
WOOD ANCHOR,
CONCRETE ANCHOR
1/4" MAX.
SEE NOTE 1
OPTIONAL
SEE NOTE 2
GROUT
SEE NOTE 2
t. MAX.
GROUT,
84
GROUT
SEE
1/4" MAX.
NOTE 5
SEE
NOTES
NOTES
GROUT
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�TE 5
10
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AL 3.4 KSI MIN
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SEE ®
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1 318'
��
1
CONCRETE • :..'
NOTE 1
CONCRETE; r'"; z'
NATE i
MIDI.
2x WOOD. SEE
MIN.
2x WOOD. SEE
NOTE 3
NOTE 3 —
TYPICAL SIDE LITE SILL OPTIONAL SIDE LITE SILL TYPICAL SIDE LITE SILL
(DIRECT TO CONCRETE) (SUBSILL TO CONCRETE) ® (DIRECT TO WOOD)
EXTERIOR INTERIOR
(ALL HEAD & SILL SECTIONS)
.4 KSI SIN. SEE t�
1!4"A CONCRETE. NOTE 1
3.4 KSI MIN. , EMAX
SEED SHIM 2x WOOD
CONCRETE • NOTE 1 SEE NOTE 3
1X WOOD
SEE NOTE 3
114 -
MAX.
SHIM
CONCRETE ANCHOR SEE NOTE 1 ACONCRETE ANCHOR SEE NOTE 1 AWOOD ANCHOR SEE
OPTIONAL SIDE LITE SILL
(SUBSILL TO WOOD)
13/8'MIN.
isYL'>t'�iRBE
1-10%3.711 IS
1 1/4* MAX.
SHIM
A TYPICAL DOOR & SIDE LITE HEAD
NOTES:
1. FOR CONCRETE APPLICATIONS IN MIAMI -RADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED ELCO 1/4' U! TRACONS OR 1/4" SS4 CRETE -FLEX. MIN. DISTANCE
FROM ANCHOR TO CONCRETE EDGE IS 1 314 MIN. EMBEDMENT: 1/4" ULTRACON - 1 318', 1/4" SS4 CRETE -FLEX -1 314".
2 FOR WOOD APPLICATIONS USE #12 STEEL SCREWS (G5) OR ELCO 1/4' SS4 CRETE -FLEX -13/8' MIN. EMBEDMENT FOR EITHER.
3. WOOD BUCKS DEPICTED AS 1x ARE LESS THAN 1 1/2" THICK. 1x WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE WOOD BUCKS
DEPICTED AS 2x ARE 1 112' THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY THE
AUTHORITY HAVING JURISDICTION (AHJ}
4. FOR ATTACHMENT TO ALUM: THE MAT'L SHALL BE A MIN. STRENGTH OF 6063-T5 AND A MIN. OF 1/8' THICK. THE ALUM. STRUCTURAL MEMBER SHALL BE OF A SIZE TO
PROVIDE FILL SUPPORT TO THE DOOR FRAME SIMILAR TO THAT SHOWN IN THE DETAILS ON THIS SHEET FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A #12 SMS
WITH FULL ENGAGEMENT INTO THE ALUM. IF THESE CRfTERIA ARE MET, THE PRESSURES SHOWN ON SHEET 3 AND ANCHORAGE SPACING FOR WOOD SHOWN
ON SHEET 10 MAY BE USED.
5. 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.
Po ecpr iss 1 ALUM. FREMCN DOOR & SIDE UTES, IMPACT
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EXTERIOR INTERIOR
(ALL SILL SECTIONS)
CONCRETE
®ANCHOR
SEE NOTE 1.
2
1/4' MAX SHEET 11
GROUT,
SEE NOTE 5,
—
SHEET 11
...
•'
1� EMBED. ,, 3.4 KS1 MIN
SEE NOTE 1, ;;
..
:' CONCRETE;; `
SHEET 11 • . ,
TYPICAL DOOR SILL
(DIRECT TO CONCRETE)
CONCRETE
ANCHOR
SEE NOTE 1,
SHEET 11
1/4' MAX.
GROUT,
rSEE NOTE
S,SHEETII
OPTIONAL
7v 1/4'MAX --
GROUT
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3 4 KSI MIN. •' NEE 1, 1318"
CONCRETE SHEET11 ® MIN'
i l
OPTIONAL DOOR SILL
(SUBSILL TO CONCRETE)
WOOD
lgn-, A
TYPICAL DOOR SILL
(DIRECT TO WOOD)
®E SEE" EMBED.
4 SEE CONCRETE
NOTE 1, NOTE 1.{+-• 1 ANCHOR
HEET 11 HEFT 11{ SEE NOTE 1.
INTERIORSHEET 11
Y A Y. t
(ALL JAMS SECTIONS)CONCRETE
EXTERIOR SEE NOTE 1.
SHEET 11 3.4 KSI MIN. •_ 1
CONCRETE
OR 1.S KSi
3.4 KSI MIN. MIN. CMU,*-,.
CONCRETE
® 1x WOOD,
= SEE NOTE 3,
SHEET 11
7f4' MAX SHIM 1/4' MAX. SHIM—+4
TYPICAL DOOR & SIDE LITE JAMB
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2x WOOD,
SEE NOTE 3,
SHEET 11
WOODAN
SEE NOTE 1. SH
1/4' MAX.
GROUT,
SEE NOTE'
S. SHEET 11
OPTIONAL DOOR SILL
(SUBSILL TO WOOD)
(6a ANL,"VM
®
1 3V SEE NOTE 2,
MIN. "i SHEET 11
114 MAX. SHIM —4
1/4112 s 12000-11
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