WS-19-1495-u1s=o6-19-1995
s
Permit NO.: W"649-1496
Miami Shores Village
'a Permit Typea.l finciow5/SShutters
10050 2 Ave
Miami Shores FL 33138 ��-�..�. C1 It„Jj Work Uassfficutzon.- Door Replacement
305-795-2204 Permit Status: Approved
IssueDate,tt7/23/2019 Expiration: 01/20/2020
Location Address Parcel Number
452 NE 92ND ST, Miami Shores, FL 33138 1132060140040
Contacts
Description: REPLACE 1 DOOR Valuation: $ 5,000.00 on Requests:
InsInspectctii 4949
Total Sq Feet: 0.00
Fees
RUTHANN WADE Owner
452 NE 92 ST, MIAMI SHORES, FL 331383155
HURRICANE WINDOW AND SCREEN Contractor
AL-JAMAL MOHAMMAD
8515 129 TER, MIAMI, FL 33156
Business: 3052358110
$50.00
CCF
$3.00
Description: REPLACE 1 DOOR Valuation: $ 5,000.00 on Requests:
InsInspectctii 4949
Total Sq Feet: 0.00
Fees
Amount
Application Fee - Other
$50.00
CCF
$3.00
DBPR Fee
$2.00
DCA Fee
$2.00
Education Surcharge
$1.00
Scanning Fee
$9.00
Technology Fee
$2.75
Windows/Shutters Fee
$60.00
Total:
$129.75
Payments
Date Paid Amt Paid
Total Fees
$129.75
Check # 49197
07/23/2019 $79,75
Check # 49034
06/28/2019 $50.00
Amount Due:
$0.00
Building Department Copy
In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations
pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores
Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate
permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work.
OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate d that all cork will be done in compliance with all applicable laws
regulating construction and zoning. Futhermore, I authorize the above named c actor to d tth work stated.
7`3
Authorized Signature: Owner / Applicant / Contractor / Agent Dafe
July 23, 2019 Page 2 of 2
BUILDING
7PEB/
RT APPLICATION
UI
LDINGG F-1 ELECTRIC
Miami Shores Village
CIVED
Building Department Ju 2812019
10050 N.E.2nd Avenue, Miami Shores, Florida 33138 By: GL
Tel: (305) 795-2204 Fax: (305) 756-8972
INSPECTION LINE PHONE NUMBER: (305) 762-4949
FBC 20 nn Q
Master Permit No.V�1� J�"1
Sub Permit No.
❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL
❑PLUMBING ❑ MECHANICAL [:]PUBLICWORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP
CONTRACTOR DRAWINGS
JOB ADDRESS:
City: Miami Shores County: Miami Dade Zip: .5
Folio/Parcel#: % k 3Z Q�6 %\ Is the Building Historically Designated: Yes NO
Occupancy Type: Load
OWNER: Name (Fee Simple Titleholder):_
Address: IV 1-2—
Construc
tion Type: %Flood Zone: BFE: FFE: p
J f 62 *14 �j si G� �1 � Phone#: 5,9r. 702. -� I4 /d
,;?-J4&j/ �-�-/e
City: M , '-4 ^ , "'f " / e S State: Zip:
Tenant/Lessee Name:// Phone#:
Email: ru�A - nom lo 4-1�c-1. CJ/1
CONTRACTOR: Company Name: TKC l3 t01�`QYS mit rr�ic�j�t 1►�ll�chs `Sct^ctllPhone#: 3(A— Z'2S— 811(1
Address: WV 1 � Coq lZcl T- -
City: T1lft�' State: EI Zip: 33 15 to
Qualifier Name: QQ� I -'Wwl Phone#::�
State Certification or Registration #: (� x \ \ 6 Certificate of Competency #: 1 S 5966 3 (0 Y
DESIGNER: Architect/Engineer: tN%-( K Phone#: 3-1�4
Address:. �k� d es t_) � & A Y'1-- City I' A M i State:Zip:
Value of Work for this Permit: $ 5 do o Square/Linear Footage of Work:
Type of Work: El Addition ❑ Alteration `` El New Repair/Replace ❑Demolition
Description of Work: " \ n CSC nl o u �C`
Specify color of color thru tile:
Submittal Fee $�30 4'--n i A Permit Fee $
Scanning Fee $
Technology Fee $
Structural Reviews $
(Revised02/24/2014)
Radon Fee $
Training/Education Fee $
CCF $
DBPR $
CO/CC $
Notary
Double Fee $
Bond $
TOTAL FEE NOW DUE $�'
r
- I 1
Bonding Company's Name (if applicable)
r` 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 ELECTRIC, PLUMBING, SIGNS, POOLS,
FURNACES, BOILERS, HEATERS, TANKS, 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
OWNER or AGENT
The foregoing instrument was acknowledged before me this
o� day of M. W .� 20\J by
is y 0.Q W4�i-���, kho is personally known to
me or who has produced t - SL- as
identification and who did take an oath.
NOTARY PUBLIC:
Signatur
CONTRACTOR
The foregoing instrument was acknowledged before me this
oZ S day of 7K Q ,#1 Q 20 1 by
I54 sii (vJ1'oA AI A%q4who is pe sonally known to
me or who has produced Ke as
identification and who did take an oath.
NOTARY PUBLIC:
Sign:Sign: ,*`� R SHA
or'da-Notary public Print: o on a -Notary Public
Print: I�10. '` .s2W60
M 05 %f;; �.� ission Expires
%, �� ��,. Y pommission Expires Seal: September 03, 2022
Seal: September 03, 2022
L (�
APPROVED BY Plans Examiner Zoning
Structural Review Clerk
(Revised02/24/2014)
Miamil" S hores Village
Building Department
10050 N.E.2nd Avenue
Miami Shores, Florida 33138
Tel: (305) 795.2204
Fax: (305) 756.8972
Inspection requirements for:
Windows, Doors, Skylights or Fixed Glass (cladding) Permits
Upon issuance of permits for the scope of work involving the removal, changing and/or
replacement of any type of windows, doors, sidelites, skylights or fixed glass (cladding)
the permit holder or qualifier bearing his signature on the permit application shall abide
by the requirements of this department and comply with the following statement:
Upon obtaining window and/or door permits for the installation of same, it is the
responsibility of the permit holder to request window/door framing in -progress
inspection, prior to concealment of any horizontal or vertical clip mullion, bucks, shims,
etc. Inspector will also verify anchor type, edge distance, embedment and spacing. The
purpose for this inspection, is for the verification of conformance with Product
Approval (NOA).
Acknowledgement:
M a�a�Ma� ����► 1
Quali er/Owner Signature Date Print Name
JOB NAME/ ADDRESS: WADE RESIDENCE 452 NE 92ND STREET MIAMI SHORES, FL 33138
DESIGN CRITERIA
FLORIDA BUILDING CODE 2017 j
WIND CODE: ASCE 7-10
MEAN ROOF HEIGHT: 15.00 VA Ct
EXPOSURE: C
BUILDING RISK CATEGORY II StIXan stones U bellsouth.net
CONSTANT: 0.00256 —
GCPI : 0.18 �on
WIND VELOCITY (V): 175 It
(Kd): 0.85
EXPOSURE ADJUSTMENT (Kz): 0.849 .,`•��K �O
FLAT ROOF: N/A
Q= 0.00256(Kz)(Kzt)(Kd)(V)A2 156.58 p.s.f.�� AR�175?' �.� •
W= Q (GCP +or- GCPl) Cid,
P= 0.6 W .......... (ASD) P;
P= W .............. (LRFD) r '' �FDARCN
CALCULATIONS PROCEDURE EXAMPLE, USING MARK 1
W(+)= ..............56.58 p.s.f. (0.9589479 + 0.18 +64.44 p.s.f. ..........P(+)= 0.6 (+64.44 p.s.f. _ +38.67 p.s.f.
W(-)= ..............56.58 p.s.f. (-1.0589479 - 0.18 )_ -70.10 p.s.f. ...........P(-)= 0.6 (-70.10 p.s.f. — -42.06 p.s.f.
WINDLOAD PRESSURE TABLE FOR DOORS
TOTALSq.Ft.= 68.33
MARK
DESCRIPTION
WIDTH
HEIGHT
TRIG.
POS.PRESSURE
NEG.PRESSURE
ZONE
N.O.A.
Gcp
Gcp
••••••
AREA
P.S.F.
P.S.F.
+
1
SLID -GLASS DOOR IMP,
120.000
1 82.000
17.08
38.67
-42.06
INT (4)
17-0420.12
0.95894786
-1.05894786
•••••
• •
••••
••••••
••••••
•• •
••••••
•
••••
• ••
•••••
••••••
•• •
•••••
•• ••
•• •
••••••
•
• •
• •
••••••
M IAM I•DADE MIAMI -DARE COUNTY
® PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208
BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamidnde.gov/economy
107,0 Technology Drive
North.Venice; FL 3427:
SCOPE:
This NOA is being issued under the applicable riles and regulations governing the use of construction
materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER -
Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority
Having Jurisdiction (AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control
Section (In Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right
to have this product or material tested for quality assurance purposes. If this product or material fails to
perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may
immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER
reserves the right to revoke this acceptance, if it is determined by Miami—Dade County Product Control
Section that this product or material fails to meet the requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building
Code, including the High Velocity Hurricane Zone. -
DESCRIPTION: Series ,"SGD-770"Aluminum SlidinggGlass'Door acv / 90' & 135,° corners- L.M.I.
APPROVAL DOCUMENT: Drawing No. PGT0130, titled "Series 770 Alum. SGD - LM Impact", sheets
1 through 22 of 22, dated 10/10/14, with revision C dated 04/05/17, 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.
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city state,
model/series, and following statement: "Miami -Dade County Product Control Approvecj", unles: FNIrwise• • • • • •
. .
noted herein. • • • • • • •
RENEWAL of this NOA shall be considered after a renewal application has beeneil' pand the"has been.... •
no change in the applicable building code negatively affecting the performance of thi'sr1Sr'dduct. :....:
TERMINATION of this NOA will occur after the expiration date or if there has bQ:> tevisi�rr >51 strange•.....
in the materials, use, and/or manufacture of the product or process. Misuse of this NQA. as an endorsement..:.. •
of any product, for sales, advertising or any other purposes shall automatically terminate this 49A! 47ailure• • • • -.
to comply with any section of this NOA shall be cause for termination and removal gFv . •,
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, j)uric6, and: • • • •
followed by the expiration date may be displayed in advertising literature. If an;.V0 tipn of;he.VOA 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 OA revises NOA# 16-06290 and consists of this page 1 and evidence pages E-1 and E-2, as well as
approval -document mentioned-aboveJ
The submitted documentation was reviewed by Jorge M. Plasencia, P.E.
NOA No. 11-0420 12
° EApproval
Date: February 17, 2020
`llie) ate: Septeniber 28, 2017
t Page 1
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
(Submitted under NDA No. 14-0123.10)
2. Drawing No. PGT0130, titled "Series 770 Alum. SGD — LM Impact", sheets 1
through 22 of 22, dated 10/10/14, with revision C dated 04/05/17, prepared by
manufacturer, signed and sealed by Anthony Lynn Miller, P.E.
B. TESTS
1. Reference Test report 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 Sliding Glass
Doors (w/ PS, Super, Cardinal & Duraseal Spacers), prepared by Fenestration Testing
Laboratory, Inc., Test Reports No(s) FTL-8717, FTL-8970 and FTL-8968, dated
02/15/16, 06/17/16 and 06/20/16, all signed & sealed by Idalmis Ortega, P.E.
(Submitted under NOA No. 16-0629.06)
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 an aluminum sliding glass
door, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-7554,
dated 11/01/13, signed and sealed by. Marlin D. Brinson, P.E. • • • • • •
(Submitted under NOA No. 14-0123.10) '
3. Test reports on: l) Air Infiltration Test, per TAS 202-94 • • • • • • • • •
2) Uniform Static Air Pressure Test, Loading pel'?AS 202-94 '
•.•• ..
3) Water Resistance Test, per TAS 202-94. •
4) Forced Entry Test per FBC 2411.3.2.1 and TQ.S=-94. .. •
5) Large Missile Impact Test, per TAS 201-94 • • • • • • • • • • • •
6) Cyclic Wind Pressure Loading, per TAS 203;W.'. '
along with marked -up drawings and installation diagram of aluminunT Slides (Fess
Doors, prepared by Fenestration Testing Laboratory, Inc., Test Itibrj No XTL $980,
FTL-5993, FTL-6036, FTL-6001, FTL-6014, FTL-6015, FTL-6017, M-4001,
FTL-6024, FTL-6025, FTL-6028, FTL-6031, FTL-6033 and FTL-6036 dated
08/10/09, all signed and sealed by Julio Gonzales, P.E.
Note: The test reports No. FTL 5980, FTL 6001 and FTL 6015 have been revised
and reissued on 12/29/09, signed and sealed by Julio Gonzales,,,_:
(Submitted under NOA No. 09-0826.10)
Jorge M. Plasencia, P.E.
P duct Control Unit Supervisor
NOA No. 17-0420.12
Expiration Date: February 17, 2020
Approval Date: September 28, 2017
E-1
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
B. TESTS (CONTINUED)
5. Additional Reference Fixed Window Test Report No. FTL-7897 (Cardinal spacer),
per TAS 201, 202 & 203-94, issued by Fenestration Testing Laboratory, Inc.
(Submitted under NOA No. 15-0430.08)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC-5th
Edition (2014) and FBC-611 Edition (2017), dated 04/18/17 and revised on 08/10/17,
prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E.
2. Glazing complies with ASTM E1300-09
D. QUALITY ASSURANCE
1. Miami -Dade Department of Regulatory and Economic Resources (RER).
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. for their
"Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" dated 01/19/17,
expiring on 07/08/19.
2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their
"SentryGlas® (Clear and White) Glass Interlayers" dated 06/25/15, expiring on
07/04/18.
F. STATEMENTS
1. Statement letter of conformance with FBC-5`h Edition (2014) and FBC-6" Edition
Goes
(2017), dated 08/10/17, issued by manufacturer, signed and sealed by An1%gjay•Lynn• Gee •.
Miller, F.E.
2. Statement letter of no financial interest, dated 04/18/17, issued •by m1n4aoturer,• • • •: •
signed and sealed by Anthony Lynn Miller, P.E.
3. Test proposal No. 16-0152 dated 03/09/16 approved by RER. • • • • G • G •
4. Lab compliance as part of the above referenced Test Report No(4.FTL-8217, FTL-.•:..'
8970 and FTL-8968. •• •• •• ••••••
G. OTHERS
1. Notice of Acceptance No. 16-0629.06, issued to PGT Industries' jat. for their Series :' •":
"SGD-770" Aluminum Sliding Glass Doors w/90° &135° corners - L.M.I. approved
on 08/04/16 and expiring on 02/17/20.
Jorge M. Plasencia, P.E.
Pduct Control Unit Supervisor
NOA No. 17-0420.12
Expiration Date: February 17, 2020
Approval Date: September 28, 2017
E-2
SERIES 770t -IMPACT RESISTANT bL1UIN(i.I L4Ab0 UUUM
+INCLUDING POCKETS & 90°/135° CORNERS
A, NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E1300.
B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E1300.
C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASD.
3) ANCHORAGE: THE 33-1/3% 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
CURRENT FLORIDA BUILDING CODE. FOR ANCHORAGE DETAILS SEE SHEETS 6-14.
as�_—
s4).SHUT.TFRS-ARE NOT REQUIRE_D_P_ER FBC REQUIREMENTS; AS APPL'ICABCE:
5) INSTALLATION SCREWS, FRAME SPLICES, FRAME AND PANEL CORNERS TO BE SEALED WITH
NARROW JOINT SEALANT.
6) REFERENCES: ELCO ULTRACON, CRETEFLEX AND AGGREGATOR NONS, ANSI/AF&PA NDS FOR
WOOD CONSTRUCTION AND -ADM ALUMINUM DESI_�N MANUAL.
,WTHIS PRODUCT HAS BEEN DESIGNED R TESTED TO COMPLY'1/UITH THE REQUIREMENTS OF THE
CURRENT-F<LORIDA,3 LO NG- CQDE,_INCLUDING THE HIGIiVELOCITY HURRICANE ZONE (HVHZ).
8) DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER
CURRENT FLORIDA BUILDING CODE, AS APPLICABLE.
9) TEST REPORTS: FTL-5980, FTL-5993, :
T
L
-6
0
,
FTL�014, FTL-6015, FTL-6017, FTL-6022, FTL-6023,
FTL-6024, FTL-6025, FTL-6028, FTL 6031, FTLE033, FTL-6036 AND FTL-7554
H At3Lt n, ace vcirvw vw .,, ,��.�-•"� - - -
Olas Description (Listed from Exterior to Interior)
Type _ - ....
1
G3 7116' Laminated: (2) Lies of 90" 3116" HS Glass with .0PVB Intedayer
2-3
G3A_ 9116'. Lamlmated: (2) Lites of 114' HIS Glass with .090' PVB INedayer
4,5
G4 7116', Laminated: (2) Utes of 3118' HS Glass with .090' SG Intedayerli
G4A 9/16" Laminated: (2) Utes of 1/4" HS Glass with .090' SG kdadsyer
6-8
G5 1` Laminated LG,: 3116" T Extedor Cap + 318" Air Space + 7/166 Laminated; (2) Liles of 3/166 FLS Glass
with .080" PVB Intsdayer
GSA 1" Laminated I.G.: 1/4' T Exterior Cap + 5116" Ak Space + 7116' Laminated; (2) Liles of3/166 HIS Glass
with .0811' PVB eaeriayer
GB t' Laminated I.G.: 3110' T Exledor Cap + 3/8' Air Space + 711W Laminated; (2) Litea 01311W HIS Glass
with .090' SO INedayer
GBA 1' Laminated I.G.: 1/4' T Exterior Cep + 5116' Air Space+ 7116' Laminated; (2) Dias of 3/16' HS Giese
wkh .090" SG INerlayer
G7 7fle• hunt sued: (2) Liles of 3H6" ANN Glass with .090' SG Interlayer
20
07A 9/166 Laminated: (2) Dice of 1/4' ANN Glass with .090' SG Irdedayer
3"
GB 1' Laminated I.G.: 3118' T Eztedor Cap + 3fe• Air Space + 7116' Laminated; (2) Utea of 3116' ANN Glasa with BW SG Worley"
GSA 1' Lamkmted I.G.: 114' T Exterior Cap + 6110' Air Space + 7116' Laminated; (2) Utes of 31166 ANN Giese with .080' SG Interlayer
'ANN' = ANNEALED
•HS"=HEAT STRENGTHENED
-T' = TEMPERED
"PVB .0901' TROSIFOL• PVR BY KURARAY AMERICA INC.
"SG' =.090" SENTRYGLAS•BY KURARAY AMERICA, INC.
'.DESIGN PRESSURE RATING IMPACT RATING
SEE.TABLES 1; 2 8 3 ON 'RATED FOR L!iZcE B�VgjL
SHEET3 6, 7 6 I, MISSILE IMPACT RESISTANOE
•°•
• •• • •
"UCODES/STANDARDS USED: ---�• • •
.01 FLORIDA BUILDING CODE (FBC), 6TM 9DITIOIL • • •
:2014 FLORIDA BUILDING CODE OC). 5TH EDITION
•ASTM E1300-09
•ANSI/AF&PA NDS -2015 FOR WOOD CONSTRUCTION
.-ALUMINUM DESIGN MANUAL, ADM -201• • • • •
.-AISI5700-12 • •
•AISC 360-10 ,•
GENERAL NOTES .............
1
EXAMPLE CONFIGS..........
2-3
GLAZING DETAILS ............
4,5
ANCHORAGE .....................6-14
DESIGN PRESSURES
6-8
I STALL DETAILS..............12-14
6063-T5 Aluminum 318• 9116•
All A36 Steel 3/8' 9/16'
0.090'
(Low"
PANEIe/ISY.L vPES.........17�16
0.046" (18 Ga)
CR0S6 6LBCTI ONS............18,19
1144 Elco Aggre-Gatov§
Fy-57 ksl, F.=96 ksi
W)NTS LI�1 •
20
EXTRUSI NS....................21.22
3"
• • • • • to7o'rgCnnaco�ronl
• • • • N•VENY,E, FL 54275
• • • • •(94'f�4B4/000
I JR I 04415/17 I C I UPDATED TO f&C 2017, $EVISED FAULraJ-1, tL • • F
••• • • • • ••• • •
• • • • • • • • • •
• •• •• • • • •• ••
••• • • • ••• • •
....�
Anchor
Group
Anchor,'fype
Frame
Member
.SubstrateMin.
-Min.
Edge Milm O.C, Embedmenlor
' Dlslanca Distance Metal Thickness
A
912 18-8 SMS,
(Fy=60 ksl, Fs= 95 ksi)
912 410 SS SMS,
(Fya 90 ksl, F„ 110 kill)
Southern Pine (SG = 0.55)
9118"
718-
6063-T5 Aluminum 318• 9116•
All A36 Steel 3/8' 9/16'
0.090'
(Low"
Gr. 33 Steel Stud 31W 9/18'
0.046" (18 Ga)
1144 Elco Aggre-Gatov§
Fy-57 ksl, F.=96 ksi
All
Concrete min. 222 kill)
1-1I2l
3"
1-318-
Jamb! P -hook Filled Block ASTM C90 Y 3'2
Jamb / P -hook Follow Block STM C90 2' 3•
1.1/4'
A6 Southern Pine SG - 0.55 1' 1'
1.316•
B
912 Steel SMS (Gr. 5)
(min. of 3 threads beyond
metal substrate)
Southern Pine (SG = 0.55)
9118'
71W
118"
All 6063-T5 Aluminum 3/8" 9/16"
338 Steel 3/8" 9116"
0.090"
0.050"
Gr. 33 Steel Stud 316" enc•
0.045. 18 Ga
- -
C
114' Eloo UltmCon®
�,, 155_ksl, Fa _177k81_
All
Concrets (min. 2.85 ks1) _ t "
4` .
1-316• _
Jamb /.P -hook. Hollow Block -(ASTM C90), �t�i A.. B" "�,
1-1/4'
114' Elco UllmCon®
Fy=155 ksi, Fu= 177 ksi
Ail
Concrote min. 2.85 ksi)
2-1/2'
13118"
Jamb I P -hook Filled Block STM C90 2.1/2" 4'
Jamb I P -hook Follow Block STM 6690 2 -it? 8"
1-14"
1-1/4"
D
1/4" 410 35 Elco CroleFl8011
Fy=127.4 ken, F:� 189.7 ksl
Head —/SIN
Concrete min. 3.35 ks
1
4-
1-314"
Jamb I P -hook Concrete min. 3.35 ksi P 8"
1-314•
Jamb / P -hook Hollow BMlck A6TM 6690 2.1/2'
All Sadhem Piro SG � 11.55 1-
1) WHERE SUBSTRATE CONDITIONS REQUIRE ANCHORAGE FROM MORE THAN ONE OF THE ANCHUR UHV V1"O' Amit,
CHOOSE THE ANCHOR GROUP OF THE LOWEST LETTER FOR ALL TABLES IN THIS APPROVAL.
2) ALL ANCHOR HEAD TYPES ARE APPLICABLE.
3) FOR STEEL STUDS, MIN. FU = 45 KSI, MIN FY - 33 KSI.
4) FILLED BLOCK VALUES MAY ALSO BE USED IN HOLLOW BLOCK APPLICATIONS.
6) ANCHORS MUST BE OF SUFFICIENT LENGTH SO THAT A MINIMUM OF 3 THREADS EXTEND BEYOND METAL SUBSTRATE.
ANCHOR NOTES
1) FOR CONCRETE/CMU SUBSTRATE APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY
MIAMI-DADE COUNTY APPROVED ANCHORS. SEE TABLE A ON THIS SHEET FOR EMBEDMENT, EDGE
DISTANCE AND SUBSTRATE REQUIREMENTS,
2) FOR OTHER SUBSTRATE APPLICATIONS SEE TABLE A, THIS SHEET.
PRODUCT REVISED
3) WOOD BUCKS DEPICTED AS 1X ARE LESS THAN 1 -1/2 -THICK. s complying with the Florida
PROPERLY SECURED, 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS Building Code
INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS NOA-No• 17-0420.12
DEPICTED AS 2X ARE 1-1/2" THICK OR GREATER, 1X AND 2X BUCKS Expiration Date 02/17/2020
(WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER By
�,.d..l
LOADS TO THE STRUCTURE. BUCK DESIGN AND INSTALLATION IS Miam
THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF
RECORD & TO BE REVIEWED BY THE BUILDING OFFICIAL.
4) METAL SUBSTRATE TO MEET MIN. STRENGTH AND THICKNESS
REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO
BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION.
6) IF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS
NOT REQUIRED. IF USED, NON -SHRINK, NON-METALLIC GROUT,
MAX. 1/4" THICK & 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, 30/1 FELT PAPER OR MASTIC IS REQUIRED
BETWEEN THE GROUT AND WOOD SUBSTRATE, OR AS APPROVED
BY THE AUTHORITY HAVING JURISDICTION.
GENERAL NOTES AND M
I SERIES 770 ALUM. SGD - LM IMPACT I
SGD-T70 I NTS I 1 • 22 1 POT0130
y tutu//
.N` ANY LYNN
* : No. 58705
boa M, t7
i •. "t ORIDIII, •�Al
x',''1`/11 ZONAL
11,1111100
G��`
A LYNN MILLER, P.E.
P.E.958705
••• • • • • ••• • •
••• • • • ••• • •
CONFIGURATIONS NOTES:
1) ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS
EXAMPLE CONFIGURATIONS
POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB
MAX. UNIT WIDTH
MAX. UNIT WIDTH
LOCATIONS USING DETAIL "Jim", "Jc", "Kw" OR "Kc" INSTALLATION.
EXAMPLE: 4 -PANEL XXXX IN POCKET (p) CONFIGURATION CAN BE
pXXXXp, pXXXX OR XXXXp. OXXX IN POCKET CONFIGURATION
NOM. PANEL WIDTHNOM.
"
PANEL WIDTH
PER TABLES 1-3-3
CAN BE OXXXp.
PER TABLES 1
_ 3
Jar i
I
-s f---,
i
I
2) 90" 8135° CORNER CONFIGURATIONS CAN BE A COMBINATION
OF ANY 2 STRAIGHT CONFIGURATIONS.
c
MAX. UNIT 1
t314
MAX. UNIT
pu.-,
i o a o
4"X"
3) FOR NOM. PANEL WIDTH, SEE TABLES 1-3.
HEIGHT
1a 1
HEIGHT
PER TABLES 1 3
= OPERABLE PANEL,
PER TABLES 1-3
�m
"O" = INOPERABLE PANEL,
"p" POCKET
POCKET1
= y --DETAIL LETTER
x "w = WOOD OR METAL INSTALLATION
___,
r
c=CONCRETE INSTALLATION
�"c"=
"
1 -PANEL
1 13
-PANEL
CONFIGURATIONS
, ,3
SHEET NUMBER
CONFIGURATIONS
�-- MAX. UNIT WIDTH
MAX. UNIT WIDTH
DLO WIDTH = NOM. PANEL WIDTH - 7"
DLO HEIGHT = DOOR UNIT HEIGHT -10.125"
A c
NOM. PANEL WIDTH
Ac 1
72 1 PANEL HEIGHT= DOOR UNIT HEIGHT- 1.886"
NOM. PANEL WIDTH
PER TABLES 1-3
1 13
PER TABLES 1-3
I
g
1
-jar--
Jw J 1
g/12A
g
I 1 13
1 1
i
1
I OU
1 13 1g
g
i o o MAX, UNIT 3
1g
14 l a y
MAX. UNIT 1g 1
t9
1 i HEIGHT 1°
fi
19
�'
HEIGHT
PER TABLES 1-3
I w PER
j TABLES 1-3
POCKET j ti y
I
j R¢
POCKET i m
1_
J
r4 --PANEL CONFIGURATIONS'` r PRODUCT REVISED
s complying with the Florida
3 -PANEL CONFIGURATIONS
1 13 1 13 13
6Code
1
13
'JOA -Mo. 17-0420.12
MAX. UNIT WIDTH
A
NOM.
MAX. UNIT WIDTH
PANEL WIDTH
Expiration Date 02/17/2020
By
2 3 Mlam -Da ro uct Control
NOM. PANEL WIDTH
i 13 13
PER TABLES
c
PER TABLES 1-3
1 3
1 1g
19
10 J
I
MAX. UNIT
1 3
9
1 3 1
MAX. UNIT
1
o
19 1 1 ;I -1
d
I I
HEIGHT
PER
SEE
1 0 NOTE
U 2, THIS
1
79 / a a
/ i§tg
TABLES 1-3
a
/ / sREEr. Illlllulu///j�
PER TABLES 1-3
/
✓j •
• /• • •
1
411
• • • •
POCKET I (n
EXTERIOR
5-F3ANEL•�.OQIF�IfIQ�S
• • • • • • •
•.
• • • • • 1 1z 3 3
CORNER, TYP. 1
(OUTSIDE CORNER SHOWN, p
INSIDE CORNER SIMILAR) -sO�•. sT
TE F �4j`
• • 0:* . • 00:
107o rECNNCLO MDMIVe
N. V ICE, IFL 94275
O • G�C�
XAMPLE CONFIGURATIONS s, .......
�i�T /O . • . • �N
NAL
ISI"II'"'111
•
• •
• • i�'�i801B00
RT.
.«
SERIES 770 ALUM.
SGD-LM IMPACT
JR 04N5/17 �C NO CNANOE3ff11lSHEER • • •
CER* o)4•1 s2s2se
• • vrxgpneaon
• gur—,
wow•aea aw•• —1 --.7p e«< A. LYNN MILLER, P.E.
SOD -770 NTS 2 . 22 GT0130 C RE.058705
o� x a� croemeer. aK
JR 10/10/14
• • •
• • .w.nw�x�+vfo
••• • • • • ••• • •
••• • • • ••• • •
EXAMPLE CONFIGURATIONS
MAX. TESTED UNIT WIDTH =
355-7/16" @ 96" HEIGHT
300-1/4" @ 120" HEIGHT
NOM. PANEL WIDTH
PER TABLES 1-3 _1 r
i
Jw Jc I
tg62
t
14 14° aMAX. UNIT 13 9 g t
HEIGHT, t
96" OR 120"P POCK
OCKET
I
—Jar---�
6 -PANEL CONFIGURATIONS
MAX. UNIT WIDTH
C
NOM. PANEL WIDTH t is 1 t3
PER TABLES 1-3 _J'l j._-_
J Jc 1
tg 19 9 1 I
g
19 19 19 t 19 14 1 io m
MAX. UNIT s is
PER TABLES 1-3
/ POCKET B
—lir-- -'
7 -PANEL CONFIGURATIONS t 1 19 1a
NOM. PANEL WIDTH
PER TABLES 1-3
MAX. UNIT
HEIGHT
PER TABLES
8-NAINLL UUNt-IL3Ur A WyI*40, • • e • • e
•• ••• •• • • •
1-7,Z" I 04/11M7 I C ^ NO CHANGES THIS SHEET _ I
-ter---
Jw c I
1 I �
t ioao
a
84€
• POCKET j H
CONFIGURATIONS NOTES:
1) ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS
POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB
LOCATIONS USING DETAIL'Jw", "Jc', "Kw" OR "Kc` INSTALLATION.
EXAMPLE: 4 -PANEL XXXX IN POCKET (p) CONFIGURATION CAN BE
pXXXXp, pXXXX OR XXXXp. OXXX IN POCKET CONFIGURATION
CAN BE OXXXp.
2) 90" & 135" CORNER CONFIGURATIONS CAN BE A COMBINATION
OF ANY 2 STRAIGHT CONFIGURATIONS.
3) FOR NOM. PANEL WIDTH, SEE TABLES 1,3.
"X'= OPERABLE PANEL,
"0" = INOPERABLE PANEL,
P"= POCKET
DETAIL LETTER
= WOOD OR METAL INSTALLATION
QIHJ
'e= CONCRETE INSTALLATION
SHEET NUMBER
DLO WIDTH = NOM. PANEL WIDTH -7-
DLO
7"DLO HEIGHT = DOOR UNIT HEIGHT -10.125"
PANEL HEIGHT = DOOR UNIT HEIGHT - 1.866'
1070TECHNOLOGYOHNE
n ENrac,•L�4z75 • EXAMPLE CONFIGURATIONS
• 041) 48MM • •Ts
• • •
`ERiOF(.�1. iYT9�8 • • • 4EI;fE& 770 ALUM. SGD - LM IMPACT
Aaur• m..e a..sew
• � _ • • ® • ~ So po NTS 3 -22 PG70130
• • • • • • • • • • • •
• • • • • • • • • •
• •• •• • • • •• ••
••• • • • ••• • •
PRODUCT REVISED
11
complying with the Florida
BaDtling Code
Non -No. 17.0420.12
Expiration Date 02/17/2020
1tt1111II11/
7
* : No. 58705
j0o NI
•, S7 TE F •:•��
i CnS ••. F(ORIDA•. •'• �t'��
si NG
7j0NAL111"�.
A. LYNN MILLER, P.E.
P.EA 58705
GLAZING DETAILS (G3, ISM G4 G4A, G5 & G5A)
7116" NOM.
7/16" NOM.
1" NOM.
3/16" HS GLASS
_
3/16" HS GLASS
3/16" HS GLASS
.090" PVB
.D90" PVB
.090" SG
3/16" HS GLASS
3/16" FIS GLASS 74
3/16" HS GLASS
74
3/8" AIR SPACE 74
3/16' T GLASS
82
82
83
3/4" NOM.
EXTERIOR GLASS
EXTERIOR
3/4" NOM.
GLASS
124.127 3/4" NOM.
GLASS
a BITE
BITE
BITE
EXTERIOR
B9
80
79
54
54
55
7/16" LAMINATED GLASS, TYPE G3
7/1.6" LAMINATED GLASS, TYPE.G4
1" LAMINATED I.G. GLASS, TYPE G5
9/16" NOM.
9/16" NOM.
1" NOM.
3/18' HS GLASS
1/4" HS GLASS
1/4" HS GLASS
,090" PVB
PVB
.090' SG
3/16" HS GLASS
.090"
74
1/4" HS GLASS
1/4" HS GLASS
74
5/16"AIR SPACE 74
114" T GLASS
PRODUCT REVISED
82
82
as complying with the Florida
Building Code
NOA-No. 17.0420.12
314" NOM.
EXTERIOR GLASS
EXTERIOR
3/4" NOM.
GLASS
3/4" NOM.
124-127 GLASS
Expiration Date 02/17/2020
cj BITE
BITE
BITE
By
EXTERIOR
Mia -Do roduct Control
//"
81
81 �—
79
54
54
55
9/16" LAMINATED GLASS, TYPE.133A
9/16" LAMINATED GLASS, TYPE G4A
1" LAMINATED I.G. GLASS, TYPE G5A
nl
• •
• • • •
• • •
�.�` pt1Y LYN7y
• • •
���.•'•�iCENgF ���� �
•
• ••
•• • • • • •
• • • • ••• •
P%
GLAZING NOTES:
• •
• • • •
•
� *;• N0. 58705 -
"ANN" = ANNEALED
_
_'O
"HS" = HEAT STRENGTHENED
"T"
SEE SHEET 15 FOR SPACER DETAILS.
1
'�0 '• STA l : '/!/��
= TEMPERED
"PVB" = TROSIFOO PVB BY KURARAY AMERICA, INC.
1°]0 7ECNNOLOGYONIVE
N.yyylcr�s�z7eR.a-F
6LAZllJG DETAILS"SG"=.090"
T
.090"
SENTRYGLA!?BY KURARAY AMERICA• INC..Y
�„9tRIFSJ70
ALUM. SGD - LM IMPACT
�NALJR
04/05M7 C NO CHANGESTH/S SHEET.
•
• 800 7» NTS 4 —..—A.
r 22 PGT0130 C
LYIJIJJAILLER, P.E.
P.E.# 58705
°.sW
JR 10/10114°8
°
••• • • • • ••• • •
• • • • • • • • • •
• •• •• • • • •• ••
••• • • • ••• • •
GLAZING DETAILS
(G6 G6A G7 G7A, G8 & G8A
1" LAMINATED I.G. GLASS, TYPE G8
• •
1" LAMINATED I.G. GLASS, TYPE G6
•
1" NOM. 7/16" NOM.
1" NOM.
9/16" LAMINATED GLASS TYPE G7A
1" NOM,
9/16" NOM.
3116" ANN GLASS
3/16" HS GLASS
3/16" ANN GLASS
.090" SG
.090" SG
.090" SG
• •
3116" ANN GLASS
• •
3/16" HS GLASS
—
3/16" ANN GLASS
74
3/8" AIR SPACE
74
3/8" AIR SPACE
74
"ANN" = ANNEALED
'HS'= HEAT STRENGTHENED�So�
3/16" T GLASS
SEE SHEET 15 FOR SPACER DETAILS.
3/16" T GLASS
82
1070TEC11NOLOGYDRIVE1�,��1
Nyr�1/Cy�r7b
GLAZMIG DETAILS
.090"§_G-
"SG" = .090" SENTRYGLAd BY KURARAY AMERICA, INC.
• (801)450*00 •jONAL
3/1 G'HS GLASS
83
.090" SG
83
R 770 ALUM. SGD - LM IMPACT
111
3/16" ANN GLASS
comaxr
• � • ®
rrYa y • m.r a..r. ` a..1v�r arc
• $GD -7R7 MTS b d 22 Ica C
EXTERIOR
3/4" NOM.
1/4" ANN GLASS
3/4" NOM.
3/4" NOM.
GLASS
124'127
GLASS
124.127
GLASS
BITE
BITE
BITE
EXTERIOR
EXTERIOR
52
a
a
80
_
TO
EXTERIOR -
a
79
7/16" LAMINATED GLASS, TYPE G7
1" LAMINATED I.G. GLASS, TYPE G8
• •
1" LAMINATED I.G. GLASS, TYPE G6
•
55
1" LAMINATED I.G. GLASS, TYPE G6A
9/16" LAMINATED GLASS TYPE G7A
1" NOM,
9/16" NOM.
1" NOM.
3116" HS GLASS
3/16" ANN GLASS
• •
•
• •
• • • • • • • • • •
1/4" ANN GLASS
_= * ;• No. 58705
GLAZING NOTES:
• • • • • • • •
• *00 • • • • •_
090"SG3/16"
"ANN" = ANNEALED
'HS'= HEAT STRENGTHENED�So�
.090" SG
SEE SHEET 15 FOR SPACER DETAILS.
� O•, �/.
-r'= TEMPERED
"PVB" =.090"TROSIFOC PVB BY KURARAY AMERICA, INC.
1070TEC11NOLOGYDRIVE1�,��1
Nyr�1/Cy�r7b
GLAZMIG DETAILS
.090"§_G-
"SG" = .090" SENTRYGLAd BY KURARAY AMERICA, INC.
• (801)450*00 •jONAL
3/1 G'HS GLASS
"11111 `
.090" SG
• •
44 eA /?021Y •
R 770 ALUM. SGD - LM IMPACT
111
3/16" ANN GLASS
comaxr
• � • ®
rrYa y • m.r a..r. ` a..1v�r arc
• $GD -7R7 MTS b d 22 Ica C
5/16" AIR SPACE
74
1/4" ANN GLASS
74
5/16" AIR SPACE—
74
114" T GLASS
1/4" T GLASS
PRODUCT REVISED
52
complying the Florida
• 83
-
83
ildinas g
3/4" NOM.
.800A -No. 17.0420.12
3/4" NOM.
EXTERIOR
GLASS
124-127
314" NOM.
Expiration Date 02/17/2020
124-127
GLASS
Gj
BRE
GLASS
BITE
BITE
By
Mlaml-Da Product Control
EXTERIOR -
a
79
-
B1a
54
EXTERIOR
79
• •
55
•
55
1" LAMINATED I.G. GLASS, TYPE G6A
9/16" LAMINATED GLASS TYPE G7A
1" LAMINATED I.G. GLASS, TYPE G8A
•
• •
•
• •
• • • • • • • • • •
•
_= * ;• No. 58705
GLAZING NOTES:
• • • • • • • •
• *00 • • • • •_
..'s
"ANN" = ANNEALED
'HS'= HEAT STRENGTHENED�So�
•
SEE SHEET 15 FOR SPACER DETAILS.
� O•, �/.
-r'= TEMPERED
"PVB" =.090"TROSIFOC PVB BY KURARAY AMERICA, INC.
1070TEC11NOLOGYDRIVE1�,��1
Nyr�1/Cy�r7b
GLAZMIG DETAILS
77i�
'•.,<ORIDA,,•
. S G .
"SG" = .090" SENTRYGLAd BY KURARAY AMERICA, INC.
• (801)450*00 •jONAL
"11111 `
axa ",
• •
44 eA /?021Y •
R 770 ALUM. SGD - LM IMPACT
111
JR 0•W 7 C NO CHANGES TMS SHEET.
o.JR oxweer. o.a
comaxr
• � • ®
rrYa y • m.r a..r. ` a..1v�r arc
• $GD -7R7 MTS b d 22 Ica C
A LYNN MILLER, RE
P A58705
dR 1W10/14
•••
•
•
• •
•••
•
•
•
• •
•
• •
•
• •
•
•
••
••
• •
•
••
••
•••
•
•
•
•••
•
•
TABLE 1:
(Water Infiltration Rating)
Design Pressure (DP) and Anchor Quantities Required,
(+) Design
(Flat or Box, see
Pressure, pelf
Maximum DP for all sizes:
as complying wlth the Florldo
Flush -1-1/2"
(for all approved configurations on Sheets
2 & 3)
+46.67
Medium - 3-114"
+ 60.0
+601-60 psf
90' Astragal
Assembly
For comer astragal anchorage on 90' or 135'
comer units, see sheet 11
Standard Stile
Standard Stile
Standard Stile
(May be limited by Table 1A)
Heavy-duty Stile
Heald -duty Stile
Heavy-duty Stile
Heavy-duty Stile
Door Unit Height
Table applies to Glass Types 3,
Outside
80"
84"
W. 98"
3A, 5, 5A, 7, 7A, 8 & 8A and
Corner
Insid
69-7/8" DLO
73.7/8' DLO
79.7/8" DLO 85.7/6' DLA
the Stile/Astragal
Types shown
Anchor Group
Anchor Group
FifeWn
Anchor Group Anchor Group
Corner
below.
A
B C
D
A
B C
D
A
B C D A B C D
Part #GO (x2)
Part #60
Head/Sill
C4+1
C4+1 +
+1
C4+1
A+1
C4+1
C4+1
+1 C4+1 C4+1 C4+1 C4+1 C4+1 +
24"�
Jamb
hook
8
6+7
8 8
6+7 6+7
8
8+7
8
7+8
B
+6
8
7+8
8
7+8
8 8 0 8 8 6 8
7+8 7+8 7+8 7+8 7+6 7+8 7+8
Head/Sill
C4+1
C4+1 CA+1
C4+1
C4+1
4+1
Gt+1
C4+1
C4+1 C4+1 C4+1 04+1 C4+1 C4+1 C4+1
§ l
DLO
Jamb
P -hook
8
8+7
6 6
8+7 8+7
6
6+7
g
7+8
8
+6
8
7+8
6
7+8
8 8 8 8 8 8 8
7+8 7+8 7+B 7+B 7+8 7+8 7+8
Head/Sill
C4+i
C4+1 C4+1
C4+i
G1+1
4+1
C4+1
C4+1
C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1
38^
DLO
Jamb
8
8 8
8
8
8
;M7
8
8
B 8 8 6 6 8 8
P -hook
6+7
8+76+7
6+7
7+8
+8
7+8
7+g
7+8 7+8 7+8 7+8 7+B 7+8 7+8Head/sill
C4+1CA+1
C4+1
cw
-4+1
4+1
C4+1
CA+1
C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1
2"35'
Jamb
8
8 8
8
6
B
8
8
e 8 6 8 6 8 8
DLO
P -hook
6+7
8+7 8+7
6+7
7+8
7+8
7+8
7+8
7+8 7+8 7+8 7+8 7+8 7+8 7+8
Head/Sill
C4+2
C4+2 C4+2
Gt+2
C4+2
4+2
C4+2
C4+2
C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 CA+248"DLO
41"
Jemb
8
B B
B
8
B
8
8
610P
-hook
6+7
6+7 6+7
6+7
7+8
7+8
7+8
7+8
7+8 7+8 7+8 7+8 7+8 7+8 7+8
FOR EXAMPLE ON U51NU I AULt, Stt OrIMC i c.
NOTES:
1) POSITIVE PRESSURES IN TABLE 1 ARE BASED ON THE USE OF THE 3-1/4" SILL.
2) WHEN USING THE 2-1/2" SILL, POSITIVE WATER DP IS 46.67 PSF MAX. WHEN USING THE 3-1/4" SILL, POSITIVE WATER DP IS
60.0 PSF MAX. WHEN USING THE 4" SILL, POSITIVE WATER DP IS 60.0 PSF MAX (NEGATIVE PRESSURES UNCHANGED). SEE
TABLE 1A.
3) 4',3-1/4" AND 2-1/2" SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-112" SILL IS NOT AND MUST
ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED. MAX. POSITIVE DESIGN PRESSURES SHOWN IN TABLE 1 MAY
BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE CURRENT FLORIDA BUILDING CODE (SEE
ADJACENT DIAGRAM); THIS CONDITION IS NOT RATED FOR WATER INFILTRATION.
4) SEE SHEETS 10-14 FOR ANCHORAGE SPACING, EDGE DISTANCE AND EMBEDMENT INFORMATION.
5) DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED.
6) JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY, DIVIDE BY 2 FOR PAIRS TO BE INSTALLED.
Sill Height to Max. (+) DP
(Water Infiltration Rating)
SIII Riser Height
(+) Design
(Flat or Box, see
Pressure, pelf
Sheet 17)
as complying wlth the Florldo
Flush -1-1/2"
see note 3
Low - 2-1/2"
+46.67
Medium - 3-114"
+ 60.0
High - 4'
90' Astragal
SEE NOTES 1-3
OH LENGTH
K
_ 0I OH RATIO 2 1
O�
OH RATIO = OH LENGTH
OH HEIGHT
DLO WIDTH =
NOM. PANEL WIDTH -7"
Straight Astragal
DLO HEIGHT=
PRODUCT REVISED
DOOR UNIT HEIGHT -10.125"
as complying wlth the Florldo
Lockstile @
Building Code
HOA -No. 17-0420.12
PANEL HEIGHT =
Lockstile @ lamb
DOOR UNIT HEIGHT -1.866'
Expiration Date 02/17/2020
A04NCro 41.+t27a- RJr'A1VV_A1VUf1VrVtvc
e (941)48610000 •
4Rr pFAut.>tm w • • .�f4ES770 ALUM. SGD - LM IMPACT
REVISED TABLE 1. caa♦xmr • +""M'—
o'"+'°a'
• wrm ..'
• ® t;cano• NTS B � 22 PGT0130
••• • • • • ••• • •
• • • • • • • • • •
• •• •• • • • •• ••
••• • • • ••• • •
\`tlttuui,rrr
No. 58705
110717
�� �� •'•��ORIDA .•.•'x1:
OIN
11,1111100,\ nNAL t6 t ,\?..
A. LYM MILLER, P.E
REN 58705
Straight Astragal
Lockstile @
90' Astragal
Lockstl e @
135' Astragal
Lockstile @
Interlock
P -hook
Lockstile @ lamb
Assembly
Straight Astragal
Assembly
90' Astragal
Assembly
135' Astragal
Standard Stiles
Standard Stile
Standard Stile
Standard Stile
Standard Stile
Heavy-duty Stile
Heald -duty Stile
Heavy-duty Stile
Heavy-duty Stile
Standard Astragal
Outside Co
Outside
inside
Corner
Corner
Insid
• • • • • :
ide
FifeWn
•
Corner
Part #60
Part #60 (Stile)
• •
"rt t�4
�rt Ij61(�tilet •
�jrt 7j I orpler
part i1a19 (Out.)
pbR #120
Part H61 (Stile)
Parts #31 & #32
Part #61
Part #GO (x2)
Part #60
Part #67 (Astragal)
• • •
Receiver)
(In.)
(Corn. & Fxd Mount)
A04NCro 41.+t27a- RJr'A1VV_A1VUf1VrVtvc
e (941)48610000 •
4Rr pFAut.>tm w • • .�f4ES770 ALUM. SGD - LM IMPACT
REVISED TABLE 1. caa♦xmr • +""M'—
o'"+'°a'
• wrm ..'
• ® t;cano• NTS B � 22 PGT0130
••• • • • • ••• • •
• • • • • • • • • •
• •• •• • • • •• ••
••• • • • ••• • •
\`tlttuui,rrr
No. 58705
110717
�� �� •'•��ORIDA .•.•'x1:
OIN
11,1111100,\ nNAL t6 t ,\?..
A. LYM MILLER, P.E
REN 58705
TABLE 2:
Design Pressure (DP) and Anchh or Quantities Required, (fora# approved configurations_ on Sheets 2,& 3),
}
Flush -1-112"
see note 3
Low - 2-112"
For corner astragal anchorage an 90' or 135'c omer iAts, see sA..t'1j
J
- -+".-
High - 4"
+60.0
) Door Unit Height 1
Heavy-duty Stile
Standard Astragal
Heavy-duty Stile
•�
_ ���
Glesa Types 4; 4A,
8 84" } BO" 96'
LOB" 114" 120"
Ta_ ble appfea to
6, 6A, 7, 7A, 8 & BA and the
69.7/8" DLO 73.7/8" DLO 1 79-7/8" DLO 85-718' DLO 91.718' DLO
Group Anchor Group Anchor Group
97-718' IX.O 103.7/8' DLO 109-7/8' DLO
Anchor Group Anchor Group Anchor Group
St1INAatregal Types shown below.
Anchor Group Anchor Group ! nc or
C D A B C D
A B C D A B C U A B C D
• •
• of art A619 •
Crt 1(lite:Part
Wart #114 (Cosier
Receiver)
A B ro D A 8 C 0 A e C D A B
C4+1 C4+1 C4+1 C4+1 C4+1 C4a1 +.. + C4+1 C4+1 C4+i C4+1 +1 C4+1 C4r1 CA+1 C4+1 C4r1 CA+1 C4+1 C4+1 C4+1 CA+1 C4+1 Gt+ C4+1 C4+1 + + C4+1
Part #61 (Stile)
Parts #31 & #32
(Corn. & Pxd Mount)
Part #61
8 B 8 8 8 8 8 B 8 B B 8 8 8 8 10 10 10 10
10 10 10 10 10 10 10 10 10 10
24" a08
7+8 7+g 7+8 7+8 7+6 7+B 7a8 7+8 7+g 7+B 7+8 7+8 8+9 B+g 8+9 8+9
B+B 8+9 8+9 g+9 9+10 9x10 9+10 9+10 9+10 9+70
6+7 6+7 6+7 6+7
C4+1 C4+1 CA+1 C1.1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1
C4+i C4a1 C4+1 C4+1 C4+1 CAri GO+1 C4+1 C4+1 C4+1
Head/Sill
C4+1 C4+1 C4+1 C4+1 C4+1 C4r1
6 8 10 t0 10 10
TC41
10 10 io 10 10 10 10 10 10 10
30" DL0
Jamb8
Mlamb
8 6 8 8 8 6 8 8 8 8 8 8 8
7+8 7+B 7r8 7r8 8+9 8+8 8+9 B+9
8+9 8+9 8+9 tt+g 9+10 9+10 9+10 9+10 9+10 9+10
6+7 8+7 6+7 6+7 T-8 7+B 7r8 7a8 7+8 7+8 7+B 7+8
C4+1 CA+1 CA+i CA+1 C4+1 Gi+1 C4+1 C4+1 C4+t Cga1 C4+1 C4a1 C4+1 C4+1 C4r1 C4+1 C4r1 C4+1 C4+1 1 CA+1 G+1 CA+1
l
C4r1 G*1 CA+1 C4+1 C4+1 C4+1 C4*1 C4+1
8 8 10 10 t0 10
10 10 10 10 10 10 10 10 10 10
36' a08
8 B a 8 8 8 a 8 B 8 8 a 8
lab 7+8 7r8 8+9 8+9 8+9 8+9
B+B 8+9 8+9 8+B 9+10 9+10 9+10 9+10 9+10 9.10
6+7 8+7 8+7 6*7 7+8 T+8 7+8 7+8 7+8 7+8 7+8 7+B 7+8
C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4a1 C4+1 C4+1 C4+1 C5+1 C5+1 C4+1 CA+1
CA+1 C4+1F7+
35"
Head/Sill
CA+1 C4+1 C4+1 C4+7 C4+1 C4+1 C4+1 C4+1
8 8 9 e a 8 8 10 10 10 10
10 10 10 10 10 10 10 10 12 10 10 10
q2'
Jamb
8 8 8 8 8 8 a a
7+8 7+8 7+6 7+8 7+8 8+B 8+9 8+9 B+9
8+5 8+9 8+9 6+919+1019+101 9x10 9+10 9+10 9+10 9+10 g+10
P41ook
6+7 8+7 6+7 8+7 7+8 7+8 7+g 7r8 7+6 7+B
C4+2 C4+2 C4+2 C4a2 CA+2 C4+2 C4+2 C4+2 04+2 C4+2 C4+2 C4.2 C4+2 C4+2 C5+2 CS+2 CA+2 C4+2 C5+2 C6+2 C5+2 C5+2 C5+2 C6+2 C5+2 C8+2
HeadlSlll
C4r2 04+2 C4+2 C4+2 C4+2
8 a 10 10 10 10
10 10 10 10 12 10 t0 70 12 f0 10 10
4B"
Jamb
8 8 8 8 8 6 8 8 a 8 8 10 B
8+10 9x10 9+10 9+10 9+10 9+10
z f�LO
Phook
6+7 a+7 6+7 6+7 7+8 7+8 7+B7+87+8 7+8 7+8 7+8 7+8 7+8 7+6 B+g 8a9 8+9 Br9
8+9 8+9 B+9 8+g g+10 9+10
Head/SIII
C4+2 C4+2 04+2 C4+2 C4+2 04+2 C4+2 G1+2 C4+2 C4+2 C4+2 C4+2 C4+2 04+2 C4+2
54'
Jamb
8 8 8 8 8 6 8 8 10 8 8 10 8 8 8
DLO
P -hook
8r7 6+7 6+7 8+7 7+8 7+8 7a8 T+8 7+8 7+8 7+8 7+8 7+8 7+B 7+8 7+8
Not available in these sizes
Flead/SBI
C4a2 04+2 C4+2 C4+2 G1+2 C4+2 C4+2 CA+2 C4+2 C4+2 C4+2 C4+21!412 C4+2 C4+2 (5+2
'
.gpL
-D3'
=Jamb"�' 8 8 8 8 8 8 It 8:.. y 8 10 8 8 8 10 8 8 8
P -hook
6+7 6+7 6+7 6+7 -A 7+6 7+B 7+8 7+8 7+8 7a8 7+8 7r6 7+9 7+6 7a8
..._. _ _...........
ni r) WInTH =
NOTES: �.,� �...,,.,, �� �,..,.,,,... ,,...__, --- -• •--
t) POSITIVE PRESSURES IN TABLE 2 ARE BASED ON THE USE OF THE 3-1/4" SILL.
2) WHEN USING THE 2-1/2" SILL, POSITIVE WATER DP IS 46.67 PSF MAX. WHEN USING THE 3-1/4' SILL,
POSITIVE WATER DP IS 60.0 PSF MAX. WHEN USING THE 4" SILL, POSITIVE WATER DP IS 60.0 PSF MAX
(NEGATIVE PRIES. SEE TABLE 2A.
t „ _ .-WHEREAS -THE 1=112„
3) 4", 3 1/4' AND,2-112 SILL HEIGHTS ARE'iESTED FOR WATER INFILTRATION
SILL IS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED. MAX.
POSITIVE DESIGN PRESSURES SHOWN IN TABLE 2 MAY, BE USED WHEN THE DOOR IS PROTECTED BY
AN OVERHANG COMPLYING WITH THE CURRENT FBC (SEE ADJACENT DIAGRAM); THIS CONDrrION IS
[NOT RATED.FOR-WATERJNFILTRATION.
4) SEE SHEETS 10-14 FOR ANCHORAGE SPACING, EDGE DISTANCE AND EMBEDMENT INFORMATION.
5) DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED.
T 1 UANTITY DIVIDE BY 2 FOR PAIRS TO BE
"S111_Height"to M5X (+)'DP-
(Water Infiltration Rating),
Sill Riser Height i
(Flet or Box, see .
Sheet 17)
(+) Design
Pressure, psf``
k
Flush -1-112"
see note 3
Low - 2-112"
+ 46.67
Medium -344'
- -+".-
High - 4"
+60.0
Maximum DIP forall sizes: +601 �60i
(Mayas limited by Tabb 2A)�
OH LENGTH 1--
0
-
= al OH RATIO 2 1
O �
6) JAMB ANCHORS ARE SPECIFIED AS THE TOA Q SEE NOTES 1-3 OH RATIO = 6- LENGTH
INSTALLED. OH HEIGHT
D 4A clfo ACCcaan1 V ncTA11 C
THE FOLLOWING STILL&AJ
Interlock
I IWUAL
P -hook
11rCO Jm—w�.+-...,.,.
Lockstile @ )amb
1,
Straight Astragal
Assembly
--- .• •-,-.•--_•--••••••-•-...—__.-..-.
Lockstile@
Straight Astragal
90* Astragal
Assembly
Lockstile@
90' Astragal
135* Astragal
Assembly
Lockstile@
135' Astragal
Heavy-duty Stiles
Heavy-duty Stile
Heavy-duty Stile
I
Heavy-duty Stile
Standard Astragal
Heavy-duty Stile
•�
Heavy-duty Stile
ride Corner
Outside Corner, ,
JIL
• •
I�s�le CprnQl
Heavy-duty
Outside
Comer's
Inside;[ID574
Corer
Heavyduty5nsitile
Inside
Corns
Outside
Corner
Heavy-dutyS[Ile
Part #61(x2)
Part #61
Part #61
Part #61 (Stile)
Part #67 (Astragal)
• •
• of art A619 •
Crt 1(lite:Part
Wart #114 (Cosier
Receiver)
t/119 (Out.)
FPar?#120 (In.)
Part #61 (Stile)
Parts #31 & #32
(Corn. & Pxd Mount)
Part #61
1— .112 1 UIDS117 1 �- C I REVISED TABLE 2, REMOVED EXAMPLE. _
2707ECHNOLOGYDWE
8 V6PFAU:l 1175
�rioEatJgL a29z16• sol �-K-
A-*—
kOPAW
• • • • • • • • • • • •
• • • • • • • • • •
• •• •• • • • •• ••
••• • • • ••• • •
770 ALUM. SGD - LM IMPACT
• NTS7 + 22 a PGT0130
NOM. PANEL WIDTH - 7"
DLO HEIGHT =
DOOR UNIT HEIGHT -10.125"
PANEL HEIGHT =
DOOR UNIT HEIGHT -1.866"
PRODUCT REVISED
as complying with the Florida
Building Code
NDA -No. 17-0420.12
ExPlntlon Da17/2020
By
1111111
��•'• �10ENSF�(��
No. 58705
Oma'. S A E: • (V���
'777 �ON1A1 L1 tE \�`
A. LYNN M�LFR• P.E.
P.E.S 58705
TABLE 3: --
Design Pressure (DP) and Anchor Quantities Required, (for all approved configurations on Sheets 2 & 3)
Maximum DP shown below
For tamer astragal anchorage an 90" or 135' comer units, see sheet 11
(May be limited by Table 3A)
Door Unit He ht
NOM. PANEL WIDTH - 7'
Glass Types 4, 4A, 80" 84• 9o" 96" 102" 108"
Table apples
to
69.7/8" D O 73.718" DLO 79-7/[1° DLO 857/8 DLO 91-7/8" DLO 97-718" DLO
6, 6A,
Stile/Astragal
7, 7A,
types
8 & BA and the
shown below. Anchor Group Anchor Group Anchor Gr Anchor Gm Anchor Group Anchor Group
PANEL HEIGHT=
BUILDING CODE (SEE ADJACENT DIAGRAM); THIS CONDITION IS NOT RATED FOR WATER INFILTRATION.
SEE SHEETS 10-14 FOR ANCHORAGE SPACING, EDGE DISTANCE AND EMBEDMENT INFORMATION.
A B C._I. C._D I A 1 9 1 C D I A I B I C I D I A I B C D A 8 C D A B C D
4)
5) DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED.
135' Astragal
Design Pressure +/-g0.0 f +/-82.6 psf + • ps
04+1 C4+1 C4+1 04+1 'C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+i C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1
24°
17"
Head/Sill
f1 8 8 8 8 8 8 8 a a 8- 6 10 10 10 10 10 10 10 10
Heavy-dpty5tile
DLA
Jamb 8 t1 8 8
P -holt 6+7 6+7 6+7 6+7 7+0 (+8 7+8 7+11 7+8 7+8 7+8 7+8 7+0 7+8 7+8 7+8 8+9 8+9 8+9 8+9 8+9 t1+9 8+9 8+9
Heavy-duty Stile
Heavy-dutyStlle
'
Design Pressure +7--90.0 psf +/-82.6 psf 11 +/-76.0 psf
•
•• ••
C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 04+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 LA C4+1 C4+1
�„
23"
Head/881
6 8 8 8 8 f) 10 8 0 8 10 6 8 8 10 10 10 10 10 10 10 10
t
DLO
Jamb 8 8
P -hook 6+7 6+7 6+7 6+7 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9
+h90.0 psi +1.82.5 at +/-76,0 sf
_
E
Design Pressure
C4+1I C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C5+1 C5+1 C4+1 C4+1 C5+1 C5+1 C4+1 04+1 C5+1 C5+1 C4+1 C4+1
a
29'
DLO
HeadlSlll
Jamb 10 1 0 I 0 8 10 8 1 8 8 1 10 1 8 I 8 I 8 1 12 1 10 1 B I 8 12 10 10 10 10 10 10 10
P -hook 6+7 6+7 6+7 6+7 7+8 7+8 7+6 1+8 7+tI 7+8 7+8 7+8 8+9 8+9 8+9 8+9. B+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9
E
�J.,�}({`•
Desl n Prossure +F90.0 psf +/-82.5 psf W-76.0 psf
Outside
C4++2 05+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C6+2 c5+2 C5+2 C6+2 C5+2
C4+2 C4+2 L; +2 C4+2 C4+2 C4+2 C4+2 2 C5
42°
35"
Head/8111
B 8 8 10 8 B 8 12 10 8 8 12 10 8 8 12 10 10 10 12 10 10 10
• •
DLO
Jamb 10
P -hook 7+8 1 7+8 1 7+8 1 7+8 1 7+8 1 7+8 I 7+8 7+8 8+9 8+9 1 8+9 8+9 8+9 0+9 8+9 8+9 8+9 1 8+9 1 8+9 1 8+9 8+9 8+9 8+9 8+9
Corner
Design Pressure +7.90.0 psf see Note A w. +/,82.6 psf +/-75.0 psf
Part #61
41°
HeetUSlll C6+2 C6+2 C4+2 C4+2 C5+2 CS+2 C5+2 C5+2 C6+2 C5+2 C5+2 C5+2 C6+2 CS+2 +2 C6+2 C6+2 C6+2 C6+2 C5+2 C6+2 C6+2 C5+2 C5+2
F
DLO
Jamb 10 8 0 8 12 10 8 8 12 10 6 8 14 12 8 8 to 12 10 10 14 10 10
part 901 (3111.)
Parts #31 & #32
Part Ii
+1
7+8 7+0 8+9 8+9 0+9 8+9 8+9 8+9 8+9 8+9 9+10 9+10 +10 9+10 9+1019+10 9+10 9+10 9+10 9+10 9+10 9+10
P -hook 7+8 1+8
THE FOLLOWING 61
EXAMPLE ON SHEET 9
NOTES;
1) POSITIVE PRESSURES IN TABLE 3 ARE BASED ON THE USE OF THE 4" SILL.
DLO WIDTH =
2) WHEN USING THE 2-1/2" SILL, POSITIVE WATER DP IS 46.67 PSF MAX. WHEN USING THE 3-1/4" SILL, POSITIVE WATER
NOM. PANEL WIDTH - 7'
DP IS 60.0 PSF MAX. WHEN USING THE 4' SILL, POSITIVE WATER DP IS 90.0 PSF MAX (NEGATIVE PRESSURES
135' Astragal
UNCHANGED). SEE TABLE 3A.
3) 4", 3-1/4° AND 2-1/2" SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-112" SILL IS NOT AND
DLO HEIGHT=
DOOR UNIT HEIGHT - 10.125"
MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED, MAX. POSITIVE DESIGN PRESSURES SHOWN IN
Lockstile ®lamb
TABLE 3 MAY BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE CURRENT FLORIDA
PANEL HEIGHT=
BUILDING CODE (SEE ADJACENT DIAGRAM); THIS CONDITION IS NOT RATED FOR WATER INFILTRATION.
SEE SHEETS 10-14 FOR ANCHORAGE SPACING, EDGE DISTANCE AND EMBEDMENT INFORMATION.
DOOR UNIT HEIGHT -1.866"
4)
5) DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED.
135' Astragal
6) JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY, DIVIDE BY 2 FOR PAIRS TO BE INSTALLED.
o n +a rine ececnnui v ncTeu c
THE FOLLOWING 61
ILL &A251KAtiALirrCaannor=u—I--..,..
•
Straight Astragal
Lockstile @
...._...._..-.-------
90' Astragal
Lockstile @
135' Astragal
Lockstile @
Interlock
P -hook
Lockstile ®lamb
Assembly
Straight Astragal
Assembly
90' Astragal
Assembly
135' Astragal
Heavy-duty Stiles
Heavy-duty Stile
Heavy-duty Stile
Heavy-duty Stile
Heavy-dpty5tile
Heavy-duty Stile
Heavy-duty Stile
Heavy-duty Stile
Heavy-dutyStlle
'
• •
•
•• ••
Heavy-duty Astragal
•
Outside Corner
Outside
Inside
Corner
• •
1--K�1
I'i'--e'i'• •
Comer6V
Inside
�q7
eJ��
•
�J.,�}({`•
C& er
Outside
• •
Inlde/71, i 1 •
Corner
Part #61(x2)
Part #61
Part #61
Part #61 (stile)•
Part #68 (Astragal)
• • •
Part tOR
0artM6145diall •
1.11bri:41tii(CoMr •
1119 (Out.)
Part #120 ( In.)
P
part 901 (3111.)
Parts #31 & #32
Part Ii
Receiver)
(Corn. & Fxd Mount)
.N N rvE • P ANCHORAGE
• • fe01J id00
•CE*.. OFAIIlnr. "*. • • 6ERI66 770 ALUM. SGO - LM IMPACT
ADDED EXAMPLE. • • ynr e► o,,.r oavrr>
•��A • • • sao-7i6 NTS B x22 PGT0f30
nurtxansprsarvm
•••
•
•
• •
•••
• •
Sheet 17)
Flush -1-1/2"
ssenote3
Low - 2-112"
+46.67
Medium - 3-1/4'
-60.0
High - 4"
+90.0
•
• •
•
• •
•
• • •
•
••
••
• •
•
•• ••
•••
•
•
•
•••
• •
SIII Height to Max. (+) DP
(Water Infiltration Rating)
SIII Riser Height
(+) Design
(Flat or Box, see
Pressure, psf
Sheet 17)
Flush -1-1/2"
ssenote3
Low - 2-112"
+46.67
Medium - 3-1/4'
-60.0
High - 4"
+90.0
ZjLLNUILJ I -J
OH LENGTH
OH RATIO 2 1
OH RATIO = OH LENGTH
OH HEIGHT
PRODUCT REVISED
as complying with the Florida
Building Code
Non -no. 17-0420.12
Expiration Date 02/17/2020
�\ '. UCEN '
7t• ; No. 58705 '
�QT •' .STA EOp��/•7[/��
ORIDP-
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A. LYNN MILLER, P.E.
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T
48"
NOM.
PANEL
WIDTH
"C5" CLUSTER
c��,vvi w,...v...., ,..,. ... ...-...... �......_.._.. CLUSfERTOBE—
CENTERLINE OF QUANTITIES SPECIFIED IN TABLES 1-3, SHEETS 6-8. 2C O.0 OR LESS
- - — - [21'INTERLOCK HEAD & SILL^8 MAX FROM FRAME CORNERS SEE "C5"CLUSTER USE SPECIFIED CLUSTER FROM APPROPRIATE
DETAILS, SHEET 10 TABLES, SHEETS 6-8 AT EACH INTERLOCK AND' J CENI6RME QFE PAW
FOR INTERLOCK 0 STRAIGHT AND CORNER ASTRAGAL LOCATION, 1 ANCHORS AT THE MIDPOINT OF FND PANELS ARE ONLY r
`l PLUS SPECIFIED QUANTITY OFADDITIONAL 11 REQUIRED IF THE °.C.DISTANCETOTHE NEXT ANCHOR f
+2"A INTERMEDIATE INTERMEDIATE ANCHORS PER PANEL.
CLUSTER IS OVER 24",OTHERWISEANCHORSARENOT L
LCENTERLINE drmnna o, r- . o, m_ __ .....m; .,
C. (P -HOOK) UTILIZING ANCHOR
TIES
OFPANEL
REQUIRES OHOOKANCC4 4TAILSCENTRLMEEETS E"C5"C USTE F
R
"C6" CLUSTER, SEE DETAILS; SHEET 10
DETAILS, SHEET 11 F • OF FOR ASTRAGAL
I INTERLOCK
4.051"
� J
-167
CENTERLINE ("�.• N Ip
I�OFPANEL3`+2"ANCHORAGE, I \OF PANEL
t SEE SHEET 11'FOR OTHER'INTERK4EDIATEANCHORS)
1070 TECHN01 OGYDR/VE
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C CORRECTED EXAMPLE TO UPDATED ANCHOR VALUES. �T. AU /2
SEE "C! 5' CLUSTER
DETAILS, SHEET 10
DETAILS, FOR ASTRAGAL-_)
ERLOCK 24• MAX C,
f x x
x x 6" MAX.
x x�
FPAIRS xx
UNIT 21'MAX. ' ANCHORS).
EIGHT PER JAMB,
x IDETAIL
(SEE JAMB
7
END PANEL
'ANCHORAGE (SEE
SPLICE NOTE:
NO FRAME "9+10" P -HOOK ANCHORAGE CONSISTS OF:
SEE
SPLICE
D PANEL
CENTERLINEEANCHORAGE
JAMB (9) P -HOOK ANCHORS,
REQUIRED @ (PERPENDICULAR TO GLASS
EXTERIOR 2, SHEET 7
SEE "C5" CLUSTER' MAX. UNIT WIDTH �—
DETAILS, SHEET 10 FOR REQUIRES "C
HEAD OR SILL IF A SPLICE
NOTE,
OCCURS AT THE P -HOOK.
I
y
PLANE) SEE TABLE
INTERLOCK 'CLUSTER, SEE
THIS
5.64"
NCA -No. 17-0420.12
POCKETS AND
48" NOM.
PANEL WIDTH DETAILS, SHEET
SHEET
SEE POCKET 10 P -HOOK
JAMB MOUNTING I
x x
�x
INSTALLATION, ADAPTER I 6
x x
x x x x xx xx x x x
THIS SHEET ANCHORS MIDWAY ;
L 3" MAX.
& SHEET 14 BETWEEN P -HOOK
�0 i
ANCHORS & AT 3"
° i x = FRAME
l FROM TOP & 14" MAX. O.C.
BOTTOM°z� I
I 0. ANCHORS
4.051"
"MAX. TO OPENING �, zI
Iol I
O •= P -HOOK
EDGE OF POCKET SEE o i l
INSTALLATION i ®
DETAILS'Jc'&'Kc', m� I•'
I ANCHORS
I 1a MAX. o.c.
Z
P�--� M°=P-HOOK
END PANEL SHEET 14 &PART a ®
ANCHORAGE DETAILS'J' &'K', W,
° MOUNTING
101 3" MAX. ADAPTER
24" MAX.
(2 ANCHORS) SHEET 19 FOR
ANCHORS
O.C.
P -HOOK ----s_�•
ANCHORAGE ANCHORS END PANEL
X x
✓ x xx xx x x xx x
ANCHORAGE
(SEE SKETCH BELOW)
. x'
�•+2" �•+2•
CENTERLINE 8" MAX., TMP..
OF PANEL I
ANCHORAGE ANCHORAGE ANCH,
ll..-.
EXAMPLE: 5 -PANEL 2 TRACK 90" OUTSIDE CORNER - pXX/XXO - EXI. MOUNT POCKET ANCHORAGE PL
24" MAX,
148'x 96" NOM. PANELS, ANCHOR GROUP C IN CONCRETE SUBSTRATE (SEE TABLE 3, SHEET 8)
O.C.
ANCHORAGE EXAMPLE NOTES:
FAI
r I 1
1)APPROVED ANCHORS: SEE TABLE A, SHEETI NO PANEL ANCHOR ExcEPrloN,(+1•ANCHORAGE ONLY
T
48"
NOM.
PANEL
WIDTH
"C5" CLUSTER
c��,vvi w,...v...., ,..,. ... ...-...... �......_.._.. CLUSfERTOBE—
CENTERLINE OF QUANTITIES SPECIFIED IN TABLES 1-3, SHEETS 6-8. 2C O.0 OR LESS
- - — - [21'INTERLOCK HEAD & SILL^8 MAX FROM FRAME CORNERS SEE "C5"CLUSTER USE SPECIFIED CLUSTER FROM APPROPRIATE
DETAILS, SHEET 10 TABLES, SHEETS 6-8 AT EACH INTERLOCK AND' J CENI6RME QFE PAW
FOR INTERLOCK 0 STRAIGHT AND CORNER ASTRAGAL LOCATION, 1 ANCHORS AT THE MIDPOINT OF FND PANELS ARE ONLY r
`l PLUS SPECIFIED QUANTITY OFADDITIONAL 11 REQUIRED IF THE °.C.DISTANCETOTHE NEXT ANCHOR f
+2"A INTERMEDIATE INTERMEDIATE ANCHORS PER PANEL.
CLUSTER IS OVER 24",OTHERWISEANCHORSARENOT L
LCENTERLINE drmnna o, r- . o, m_ __ .....m; .,
C. (P -HOOK) UTILIZING ANCHOR
TIES
OFPANEL
REQUIRES OHOOKANCC4 4TAILSCENTRLMEEETS E"C5"C USTE F
R
"C6" CLUSTER, SEE DETAILS; SHEET 10
DETAILS, SHEET 11 F • OF FOR ASTRAGAL
I INTERLOCK
4.051"
� J
-167
CENTERLINE ("�.• N Ip
I�OFPANEL3`+2"ANCHORAGE, I \OF PANEL
t SEE SHEET 11'FOR OTHER'INTERK4EDIATEANCHORS)
1070 TECHN01 OGYDR/VE
N#WICrqF4 W276
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C CORRECTED EXAMPLE TO UPDATED ANCHOR VALUES. �T. AU /2
SEE "C! 5' CLUSTER
DETAILS, SHEET 10
DETAILS, FOR ASTRAGAL-_)
ERLOCK 24• MAX C,
f x x
x x 6" MAX.
x x�
FPAIRS xx
UNIT 21'MAX. ' ANCHORS).
EIGHT PER JAMB,
x IDETAIL
(SEE JAMB
7
END PANEL
'ANCHORAGE (SEE
TABLES, SHEETS 8 8. SEE
SPLICE NOTE:
NON-STRUCTURAL
ANCHORS MAY BE ADDED
D PANEL
CENTERLINEEANCHORAGE
AS NEEDED TO ALIGN THE
EXTERIOR
HEAD OR SILL IF A SPLICE
ASTRAGALCHORS)
OCCURS AT THE P -HOOK.
I
y
PRODUCT REVISED
ws complying with the Florida
J.
Building Code
5.64"
NCA -No. 17-0420.12
Expiration Da�;12/1712020
TABLES, SHEETS 8 8. SEE
1r 2 -TRACK
FRAMEJAMB
ANCHOR PAIR
D PANEL
CENTERLINEEANCHORAGE
OF
8"
ASTRAGALCHORS)
MAX. !�
j i I CTERLINE
ANCRORAGE I� _EN
t1NCHORAGE SPACING & EXAMPLE PLANS
• ARjES:770 ALUM. SGD - LM IMPACT
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6" DIAG.
ASTRAGAL OR SPLICE LOCATION ASTRAGAL OR I (FOR SPLICE INTERLOCK- IF NEEDED ASTRAGAL OR SPLICE LOCATION 2.04"
INTERLOCKNEEDED INTERLOCK CONDITION, USE CENTERLINE
4DIAG.
""CLUSTER DETAIL) I 1 75"
CENTERLINE I E_x7el
3.5" 3.5" 21,. `r
1.75" DIA 4" DI G. MAX.
2.04" 2.04"
2.04`
5.64"
7" 3.5"
3.5" EXTERIOREXTERIOR
EXTEnRIDR 7" 7 6' MAX.
V 2 -TRACK FRAME HEAD/SILL 2 -TRACK FRAME HEAD/SILL v 2 -TRACK FRAME HEAD/SILL
Ca? ASTRAGAL OR INTERLOCK Q ASTRAGAL OR INTERLOCK (i11 ASTRAGAL OR INTERLOCK �2-TRACK
(USE WHERE 4 CLUSTER (USE WHERE 5 CLUSTER (USE WHERE 6 CLUSTER ANCHORS ARE REQUIRERAME JAMB
ANCHORS ARE REQUIRED, "C4") ANCHORS ARE REQUIRED, "C5") D, -CO-)"CB") ANCHOR PAIR
ASTRAGAL OR SPLICE LOCATION
INTERLOCK- a IF NEEDED
CENTERLINE I
3.5"
0
4.08
EXTERIOR 7" -�
15 3 -TRACK FRAME HEAD/SILL
Co) ASTRAGAL OR INTERLOCK
(USE WHERE 4 CLUSTER
ANCHORS ARE REQUIRED, "C4h
ASTRAGAL OR SPLICE LOCATION
INTERLOCK IF NEEDED
CENTERLINE
EXTERIOR
V
4 -TRACK FRAME HEAD/SILL
0 ASTRAGAL OR INTERLOCK
(USE WHERE 4 CLUSTER
ANCHORS ARE REQUIRED, "C4")
04/05/17 I C I NO CHANGES THIS SHEET.
ASTRAGAL OR (FOR SPLICE
INTERLOCK-" CONDITION, USE
CENTERLINE I "C6" CLUSTER DETAIL)
3.5`
2.04"
4.08"
4" DIAG. EXTERIOR E
V
M
3 -TRACK FRAME HEADISILL
(off ASTRAGAL OR INTERLOCK.
(USE WHERE 5 CLUSTER
ANCHORS ARE REQUIRED, "C5")
ASTRAGAL ORSPLICE LOCATION
INTERLOCK- -IF NEEDED
CENTERLINE 1-1 3.5" r
ASTRAGAL OR (FOR SPLICE
INTERLOCK CONDITION, USE
CENTERLINE "C6" CLUSTER DETAIL)
3.5" I -r—
2.04"
4
4"
EXTERIOR
ID
n ACo.o
V 3 -TRK FRAME HEADISILL
Q ASTRAGAL OR INTERLOCK
(USE WHERE 6 CLUSTER
ANCHORS ARE REQUIRED. "C6'j
ASTRAGAL OR (FOR SPLICE
INTERLOCK CONDITION, DO NOT
CENTERLINE USE THIS DETAIL)
—.11 3,5" I----
• a •
7" • • • 13KTEPIOR•
• • •1 •
4 -TRACK FRAME HEAD/SILL•
Cd ASTRAGAL OR INE OA • • • •
(USE WHERE 5 L;LUbTER
ANCHORS ARE REQUIRED, "C5")
• /se,1
:EAS OF
•
2.04"
2.04"
DIAD.
21"
MAX.
O.C.
6" MAX.
I 4 -TRACK
6` DIAG. FRAME JAMB
EXTERIOR ANCHOR PAIR
204"
ANCHORS MAY BE INSTALLED
21" EITHER IN THE EXT. OR INT.
MAX. TRACK (INT. SHOWN)
O.C.
NOTES:
6.64" 1. ALL DIMENSIONS SHOWN
ARE BASED ON MIN.
ALLOWED.
6" MAX. 2. FOR HEAD OR SILL SPLICE
I}— LOCATIONS/ANCHORAGE AT
I 3 -TRACK FRAME JAMB P -HOOK SEE SHEET 9.
ANCHOR PAIR PRODUCT REVISED
as
FOR SPLICED Duildlne �e comps n with the Florida
CONDITIONS ONLY: NOA-No. 17-0420.12
SPLICE LOCATION Expiration Date 2/17/2020
TIF NEEDED
"\��I By
i
Product Control
• e • • 4 -TRACK FRAME HEADISILL
• • • C, ASTRAGAL OR INTERLOCK
(I�SE*WFTE�iE 6 CLUSTER ANCHORS ARE REQUIRED, "C6")
WITH & WITHOUT SPLICE CONDITION
• 6ERI66 770 ALUM. SGD - LM IMPACT
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••• • • • • ••• • •
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* : No. 58705
--O•.. STAEO
A. LYNN MILLER, P.E.
RE.M 58705
2.04" 2.04" INTERIOR 2.04"
INTERIOR 2.04"
"+1" ANCHOR
INTERIOR INTERIOR
7"
4"DIAG. 4" DIAG. 8.94'
3.5'
3.5"
6.12" 612"
INTERIOR INTE7" INTER10 1
" "
INTERIOR 1
CENTERLINE
90 3.
OF PANEL
EXTERIOREXTERIOR 4"DIAG. 4"DIAG.
3.5
3.5" "
3 5" 4„
"+2" ANCHOR
4„
2.04" EXTERIOR2.04"W2.04° EXTERIOR `}"
EXTERIOR
2.04" EXTERIOR 8.94"
2.04" 4' DIAG.
90° CORNER 90' CORNER 135' CORNER
135" CORNER
—
2 -TRACK FRAME HEAD/SILL 2 -TRACK FRAME HEAD/SILL 2 -TRACK FRAME HEAD/SILL
2 -TRACK FRAME HEAD/SILL
3.5" I CENTERLINE
( USE WHERE 4 CLUSTER (USE WHERE 5 OR 6 CLUSTER (USE WHERE 4 CLUSTER
(USE WHERE 5 OR 6 CLUSTER
"C6")
OF PANEL
ANCHORS ARE REQUIRED, "� ANCHORS ARE REQUIRED, "C6") ANCHORS ARE REQUIRED, "� ANCHORS ARE REQUIRED,
4.08"
INTERIOR INTERIOR
J EXTERIOR 4.08"
/
"+1• ANCHOR
"+3" ANCHOR
INTERIOR 4 3.5" INTERIOR 7.41"
90° 7" 135"
2.04 4" DIAG.
EXTERIOR
3 3.5"
3.5"
4.08"
4.08" 5.3WG. 5.37" D G. 7"
7"
CENTERLINE
"
CENTERLINE
OF PANEL
3 5"
OF PANEL
FRAMED/SILL
34" 4 ON
4"
INTERRED ATCK ANCHOR
EXTERIOR EXTERIOR 7" INTERIOR ALL
T' EXTERIOR
"+2" ANCHOR
90° CORNER 135° CORNER VIEWS
3 -TRACK FRAME HEAD/SILL 3 -TRACK FRAME HEAD/SILL 17
("C6" ANCHOR CLUSTER REQUIRED ('C6" ANCHOR CLUSTER REQUIRED
AT ALL 3 -TRACK CORNERS) AT ALL 3 -TRACK CORNERS)
4" DIAG
PRODUCT REVISED
as complying with the Florida
Building Code
INTERIOR .6.12" INTERIOR 2.04-
NOA-No. 17-0420.12
2.04" 6 12"
3.5"
CENTERLINE
expiration Data 02/17/2020
EXTERIOR 5.88"
4"
OF PANEL
By
INTERIOjEXTERI
Miami -Dad rodact Control
INTERIOR g0 3.5" 35"
2.94"
"+3" ANCHOR
4"
7
IA
G 3.5" 4.08"
6.12" 6.12" „ DI
7" EXTERIOR
2.04" —� 3.5' 4" 4" DIAG.5"
•= • • • • • •
3.5" 1
• •
11111111
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7" R • •
EXTERIOR •� • • • • • • •2.06"
CENTERLINE
I OFPANEL
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Q�.•'• F ;!�
4 -TRACK FRAME HEAD/SILL 4-TRA15K FRAM AD/SI • • • • • • •
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•
• 4 -TRACK FRAME HEAD/SILL
_ �.:• No. 58705
ANCHOR CLUSTER REQUIRED ("C8" ANCHOR CLL16 REQ • • • • •
AT 4 CORNERS) AT ALL 4 -TRACK CORNERS)
• INTERMEDIATE ANCHOR LAYOUT
SIMILAR)
ALL -TRACK
NOTES:
(3 -TRACK
=�0 •'•. 1,en
1. ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. 1070TECHNOLOGYORIvE °�*
M,•EM•E*`•84Y76 •
°°
N N' RAGE EXAMPLE CLUSTERSC�iS
s"A
' T OF
•'•F<ORIOP,. •''
2. DETAILS DEPICT ANCHOR QUANTITY AND SPACING, AND WOULD BE •
19°1118 feao •
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IDENTICAL FOR EXTERIOR OR INTERIOR CORNER CONFIGURATIONS. • • 1414
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SGOA70 NTS 11 r 22 PQT0130
C REM 58705
JR 10/14/14
••• • • • • ••• • •
••• • • • ••• • •
INSTALLATION DETAILS
EMBEDMENT: SEE TABLE A. SHEET 1
EMBEDMENT: SEE TABLE A, SHEET 1
MIN. OF 3 THREADS BEYOND
EDGE DISTANCE:
EDGE DISTANCE:
THE METAL SUBSTRATE
EDGE DISTANCE:
rr SEE TABLE A, SHEET 1
SEE TABLE SHEET 1
SEE TABLE A, SHEET 1
li
NOTES:
2-1/16"'
I 2-1116
1/4"
2-1/16"'
1/
ALL DIMENSIONS
EXTERIOR 1/4"
MAX.
MAX. SHOWN
o
— SHIM
EXTERIOR SHIM
EXTERIOR
S M OMIN. LLA ALLOWED.
j
�
2. METALORWOOD
SUBSTRATES MAYBE
EMBEDMENT: I
USED FOR ALL FRAME
SEE TABLE A, J
TYPES PER TABLE A.
SHEET 1
WOOD ANCHOR TYP.,
2X WOOD WOOD ANCHOR TYP.,
METAL TYP., SMS ANCHOR TYP.,
SHEET 1.
2X WOOD
SEE ANCHOR NOTES
TYP., SEE ANCHOR SEE ANCHOR NOTES
SEE ANCHOR SEE ANCHOR NOTES
TYP., SEE ANCHOR
& TABLE A, SHEET 1
NOTE 3, SHEET 1 & TABLE A, SHEET 1
NOTE 4, SHEET 1 & TABLE A, SHEET 1
. DIAGONAL O.C, IS
NOTE 3, SHEET 1
2-TRACK FRAME HEAD
3-TRACK FRAME HEAD
ga 4-TRACK FRAME HEAD
MIN 4" (HEAD & SILL)
®w WOOD INSTALLATION
WOOD INSTALLATIONCw
METAL INSTALLATION
OR 6" (JAMB) SEE
WOOD ANCHOR TYP., 2X WOOD
WOOD ANCHOR TYP., 2X WOOD
SMS ANCHOR TYP., METAL TYP., DETAILS, SHEETS 10 & 11.
TYP., SEE ANCHOR SEE ANCHOR NOTES TYP., SEE ANCHOR SEE ANCHOR NOTES SEE ANCHOR
SEE AN*DISTANCE:
& TAB1 NOTE 3, SHEET 1
SEE & TABLE A, SHEET 1 NOTE 3, SHEET 1 SEE & TABLE A. SHEET 1 NOTE 4, SHEET
1
ANCHOR
MIN. OF 3 THREADS BEYOND
SEE ANCHORANCHOR
5,
NOTE 5,
THE METAL SUBSTRATE
NOTE 6, SHEETNOTE
1 (1/4" MAX.)1
SHEET'I
SHEET 1
'6
..<,.- ....
(1/4"MAX.) _..:,;.:. .._:..:.;...
(1/4"MAX)EXTERIOR`'—
EXTERIOR
EXTERIOR I
EMBEDMENT: SEE
aTABLE
A, SHEET 1
22-1/16"'
2-1/16"" —
EDGE DISTANCE:
EE:
EDGE DISTANCE:
SEE TABLE A, SHEET 1
SEE TA1
SEETABLE A, SHEET1
EMBEDMENT: BLE A, SHEET 1
EMBEDMENT: SEE TABLE A, SHEET 1
SILL
TALLATIONAME
SILL
42) 3-TRACK TALLATION
SILL
�METLCNSTALLATION_
WOOD INSE
Ew WOO INSME
EMBEDMENT: SEE
PRODUCT REVISED
TABLE A, SHEET I1510'"
plying with the Florida
EMBEDMENT: SEE
Building Code
NOA-No. 17.0420.12
TABLE A, SHEET 1 �I
EDGE DISTANCE: Expiration Date 02/17/2020
SEE TABLE A.
It
METAL TYP., SHEET 1
By
EMBEDMENT: SEE �1
EDGE DISTANCE:
SEE ANCHOR
Mla -Da roduct Control
—•�-
EDGE DISTANCE:
TABLE A, SHEE4—n--
SEE TABLE A,
NOTE 4, SHEET 1
2X WOODSEE TABLE A,
2X WOOD SHEET 1
TYP., SEE ANCHORSHEET 1
TYP.. SEE ANCHOR
2-1116—
1116",
NOTE 3, SHEET i-- r
NOTE
NOTE 3, SHEET 1
SMS ANCHOR TYP.,
SEE ANCHOR NOTES
2-1116"'
2-1116° '
& TABLE A, SHEET 1
WOOD
WOOD ANCHOR TYP.,
MIN. OF 3
ANCHOR NOTES
SEE ANCHOR NOTES
& TABLE A, SHEET 1
SEE ANCHOR NOTES
THREADS
BEYOND THE
11 I I I
oNY.LYN/vMETAL
& TABLE A, SHEET 1
• • • • • • • • • •
EXTERIOR
U
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^(�
EXTERIOR
EXTERIOR •`5
%AX
SUBSTRATE1/4"
`
MAX. SHI
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1/4" MAX. SHIM 1-+—
-
14 i No. 59705 10 S
E 2-TRACK FRAME JAMB
cw WOOD INSTALLATION
0
• • 6•fRAOK4FRANIE JAMB • • •
Hw WOOD INSTALLATION
Aa 4-TRACK FRAME JAMB
W METAL INSTALLATION
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••• • • •
• • ••• • •
• • • • • • •
• • • • • • • • • •
• •• •• • • • •• ••
••• • • • ••• • •
INSTALLATION DETAILS EMBEDMENT: SEE TABLE A, SHEET 1 EMBEDMENT: SEE TABLE A, SHEET 1
NOTES:
EDGE DISTANCE: EDGE DISTANCE:
1. ALL DIMENSIONS
CONCRETE EDGE DISTANCE: SEE ONCRETE SEE TABLE A, SHEET 1 CONCRETE SEE TABLE A, SHEET 1
SHOWN ARE BASED
TABLE A, SHEET 1 PER TABLE -
PER TABLE 22 -1118" •
` PER TABLE '1/16" `
ON MIN. ALLOWED.
2 1118" A, SHEET 1 1/4" •DIAGONAL O.C. IS
A, SHEET 1 A, SHEET 1
MAX.MIN 4" (HEAD &SILL)
FX1OR1�3 •: I.' r SHIM
i�.
7T
OR 6° (JAMB) SEE
DETAILS, SHEETS
_ �" 1/4" 1/4" EXTERIOR
EMBEDMENT. EXTERIOR
10 &11.
SEE TABLE A, MAX. MAX. a
SHEET 1 SHIM SHIM
PROPERLY SECURED 1X CONCRETE ANCHOR TYP., PROPERLY SECURED 1X CONCRETE ANCHOR TYP., PROPERLY SECURED 1X CONCRETE ANCHOR TYP.,
WOOD BUCK TYP., SEE SEE ANCHOR NOTES & WOOD BUCK TYP., SEE SEE ANCHOR NOTES & WOOD BUCK TYP., SEE SEE ANCHOR NOTES &
ANCHOR NOTE 3, SHEET 1 TABLE A, SHEET 1 ANCHOR NOTE 3, SHEET 1 TABLE A, SHEET 1 ANCHOR NOTE 3, SHEET 1 TABLE A, SHEET 1
ME HEAD
FRAME STALLATION CONCRETE EIINSTALLATION
HEAD ON
EIINSTALLATION
RETCK
CONORETE ec CME
CONCRETE ANCHOR TYP., PROPERLY SECURED 1X CONCRETE ANCHOR TYP- PROPERLY SECURED 1X CONCRETE ANCHOR TYP., PROPERLY SECURED 1X
SEE ANCHOR NOTES & WOOD BUCK TYP., SEE SEE ANCHOR NOTES & WOOD BUCK TYP., SEE SEE ANCHOR NOTES & WOOD BUCK TYP., SEE
TABLE A, SHEET 1 ANCHOR NOTE 3, SHEET 1 TABLE A, SHEET 1 ANCHOR NOTE 3, SHEET 1 TABLE A, SHEET 1 ANCHOR NOTE
3, SHEET 1
SEE ANCHOR SEE ANCHOR
SEE ANCHOR
NOTE 5, NOTE 5,
NOTE 5, SHEET — SHEET 1
_
SHEET 'I
1 (1/4" MAX.)
I :. _ (1/4" MAX.)
(1/4" MAX.) 1
1
EXTERIOR - EXTERIOR T EXTERIOR
a
CONCRETE
2-1/161" 2-1/16"' 2.1/18
PER TABLE
EDGE DISTANCE: CONCRETE EDGE DISTANCE:CONCRETE EDGE DISTANCE:
A, SHEET 1
SEE TABLE A, SHEET 1 PER TABLE SEE TABLE A, SHEET 1 PER TABLE SEE TABLE A, SHEET 1
EMBEDMENT: SEE TABLE A, SHEET 1 A, SHEET 1 EMBEDMENT: SEE TABLE A, SHEET 1 A, SHEET 1 EMBEDMENT: SEE TABLE A, SHEET 1
2 -TRACK FRAME SILL 3 -TRACK FRAME SILL 4 -TRACK FRAME SILL
Ec CONCRETE INSTALLATION Fc CONCRETE INSTALLATION
Dc CONCRETE INSTALLATION
EMBEDMENT: SEE
PRODUCT REVISED
TABLE A, SHEET 1
as complying with the Florida
EMBEDMENT: SEE
Building Code
NOA-No. 17-0420.12
TABLE A, SHEET 1 -� EDGE DISTANCE:
expiration DateO2/17/2020
EDGE DISTANCE:PROPERLY SECURED SEE TABLE A,
EMBEDMENT: SEE / �� CONC./CMU ANCHOR SEE TABLE A, 1X WOOD BUCK TYR, SHEET 1
sr
Miamr ate foduct Control
TABLE A. SHEET 1 —"-I TYP., SEE ANCHOR SHEET 1 SEE ANCHOR NOTE 3,
DGE DISTANCE: NOTES & TABLE A, SHEET 1
PROPERLY SECURED SEE TABLE A, SHEET 1 2-
1X WOOD BUCK TE .'
SHEET 1 2-1l1fi" `
CONC./CMU ANCHOR
3.
SEE ANCHOR NOTE 3,
SHEET 1 TYP., SEE ANCHOR
PROPERLY SECURED NOTES & TABLE A,
CONC./CMU ANCHOR 1X WOOD BUCK TYP„ SHEET 1 CONCRETE
TYP., SEE ANCHOR SEE ANCHOR NOTE 3, CONCRETE OR CMU
NOTES & TABLE A, SHEET 1 OR CMU
SHEET 1 .: CONCRETE EXTERIOR PER TABLE
'v'
`� �Q•,.....,, 41
EXTERIOR OR CMU IXTERI rt • • • • • • PER TABLE n ,'+ A, SHEET 1
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1
V 1!4° MAX. SHIM PER TABLE j t • •I •
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No. 58>05
A, SHEET 1 •11.1-
1/4" MAX. SHIM I »--
• •
2 -TRACK FRAME JAMB • • ®TRACI�FRAIOiE JAMB •
4 -TRACK FRAME JAMBCONCRETE/CMU
He CONCRETE/CMU INSTALLATION Ic CONCRETElCMU INSTALLATION
INSTALLATION
1070 . 1c FiM27s ANCHORAGE DETAILS
• • • • • •
' �S ''F�ORIDP,.•' \_:
/�'��;S�ONAL E�G��•
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• • • SERIES 770 ALUM. SGD - LM IMPACT
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JR 04NCY17 C NO CHANGES THIS SHEET. ryy o r • • • amam� sewn �r,.e m"ro M* a•r
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• • •
P.EJI59705
JR 10/10114 Auwanra •
• • • • • • • • • •
• •• •• • • • •• ••
••• • • • ••• • •
INSTALLATION DETAILS
NOTES:
1. ALL DIMENSIONS
FRAME JAMB
SHOWN ARE BASED
REQUIRED AT ALL
2.693" MIN.
ON MIN. ALLOWED.
INSIDE POCKETS
TO PREVENT
EDGE
DISTANCE
2. FIGURES ON THIS
EMBEDMENT: SEE
WATER
SHEET ARE FOR
WOOD FRAMING TABLE A, SHEET 1
P -HOOK MOUNTING ADAPTER INFILTRATION
CONCJCMU
ILLUSTRATIVE
WOOD ANCHOR TYP.,
ANCHOR TYP., SEE PURPOSES ONLY. SEE
SEE AN, NOTES
ze
ANCHOR NOTES &
TABLE A, SHEET 1 FOR
EMBEDMENT:
& TABLE A. SHEET 1
TABLE A, SHEET 1
SEE TABLE A,
(ALSO SEE TYP.
SUBSTRATES.
SHEET 1
28 ILLUSTRATION, SHEET 9)
1-114" MIN. EDGE DISTANCE
DISTANCE: SEE
`
EXTERIOR
3, SEE TABES 1-3,
A, SHEET 1 EMBEDMENT:
'' ;'. <• '; .
"'
SHEETS 6-8 FOR
TABLE
SEE TABLE A,
,' ` ` ` ': ; • ' ` "
• �•:.'
P -HOOK MOUNTING
REQUIRED P -HOOK
AND P -HOOK
J�M
EXTERIOR SHEET 1
_
.'•, ?,,'_,��: ;+_'. j
ADAPTER CONCJCMU
ANCHOR TYP., SEE
MOUNTING ADAPTER
PHOOK WOOD ANCHOR TY
P-HOOK
'' ' '` "" "'
ANCHOR NOTES & TABLE
ANCHOR QUANTITIES.
SEE ANCHOR NOT
CONCRETE OR
EMBEDMENT: SEE
A, SHEET 1
ALSO SEE EXAMPLE
& TABLE A, SHEE
(ALSO SEE T2.693"
MIN. CMU PER TABLE
TABLE A, SHEET 1
(ALSO SEE TYP.
ON SHEET 9.
ILLUSTRATION, SHEET
EDGE DISTANCE A, SHEET 1
ILLUSTRATION, SHEET 9)
P -HOOK FOR USE WITH FLAT SILL RISERS
P -HOOK FOR USE WITH ANY SILL RISER
\,!SI PARTS #18 #20 #22 OR #24,
\�L-J PARTS #18 #20 #22 OR
#24,
WOOD INSTALLATION
EXTERIOR MOUNT SHOWN.
CONCRETE/CMU INSTALLATION INTERIOR MOUNT SHOWN,
(SEE TABLES 1A, 2A & 3A
MAY ALSO BE INSTALLED IN
(SEE TABLES 1A, 2A & 3A
MAY ALSO BE INSTALLED IN
FOR WATER RATINGS)
INTERIOR CONDITION
FOR WATER RATINGS)
EXTERIOR CONDITION
METAL TYP.,
P -HOOK MOUNTING
SEE ANCHOR
P -HOOK MOUNTING CONCRETE OR
EMBEDMENT: SEE
ADAPTER CONCJCMU
NOTE 4, SHEET 1; EMBEDMENT: SEE
ADAPTER SMS CMU PER TABLE
TABLE A, SHEET 1
ANCHOR TYP., SEE
TABLE A, SHEET 1
MIN. OF 3 THREADS
ANCHOR TYP., SEE A, SHEET 1
_
ANCHOR NOTES &TABLE
BEYOND THE METAL
ANCHOR NOTES
, ` r .
A, SHEET 1
SUBSTRATE
& TABLE A, SHEET 1
2a EMBEDMENT:
(ALSO SEE TYP.
". =
;`�•,.:`',::?,"•
(ALSO SEE TYP.
ILLUSTRATION, SHEET 9)
PRODUCT REVISED
the Florida
SEE TABLE A.
!
as comp)ying with
Building Code
EMBEDMENT:
ILLUSTRATION,
SHEET 1
SHEET 9),`.
r_
',
28
NOA-No. 17-0420.12
SEE TABLE A,
EDGE DISTANCE: SEE
1.1 IN. EDGE DISTANCE
Expiration �e 02/17/2020
SHEET 1
TABLE A, SHEET 1
BY
Miami -0 Product Control
30
90
P -HOOK SMS ANCHOR TYP.,
EXTERIOR P -HOOK CONC./CMU
EXTERIOR
SEE ANCHOR NOTES
fl ANCHOR TYP., SEE
fl
& TABLE A, SHEET 1
v ANCHOR
NOTES & TABLE
vv
(ALSO SEE P.
2.693" MIN.
A, SHEET 1
2.693" MIN.
ILLUSTRATION, SHEET 9)
EDGE DISTANCE
(ALSO SEE TYP.
EDGE DISTANCE
ILLUSTRATION, SHEET 9)
��lunn111j
-HOOK FOR USE WITH BOX SILL RISERS
� P -HOOK FOR USE WITH BOX
SILL RISERS
7�
��
w PARTS #19 #21 #23 OR #25, • • • • • • • •
®P • • • •
EXTE 18�
o PARTS #19 #21 #23 OR #25,
CONCRETE INSTALLATION
EXTERIOR
��
= ;
METAL INSTALLATION
( SEE TABLES 1A, ZA & 3A
• • • •
MOUNT • • • • • • • •
• • • • • •
• ( SEE TABLES 1A, 2A & 3A
MOUNT
No. 58705
FOR WATER RATINGS)
ONL)* • • •
• • • • • • • •
• FOR WATER RATINGS)
ONLY
S ATE F�••���
1070 TECHNOLAOYDRIVE
N. VENICE, FL x4275
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ANCHORAGE DETAILS
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••• • • • • ••• • •
• • • • • • • • • •
• •• •• • • • •• ••
••• • • • ••• • •
CONFIG. EXAMPLES
HEADER DETAIL W,
Description
SHEET 18; INSTALLATION
124
DETw &'
See:his
SHEETS 12 & 13
Quanex Super Spacer nXT With Hot Melt Butyl
NOTES:
PANEL
1) SEE SHEET 17 FOR INDIVIDUAL
CORNER DETAIL 742',
TYPE
'AS'
PANEL CONFIGURATIONS AS
SHEET 19 & CORNER
APPLICABLE. SEE DP/ANCHOR
ANCHORAGE SHEET 11
TABLES, SHEETS 6-8 FOR MAX.
MAX. UNIT
PANEL HEIGHT AND WIDTH. SEE
MAX. HEIGHT INTERLOCK DETAIL
DLO PER TA', SHEET 19
SHEETS 18 & 19 FOR SECTION
HEIGHT TABLES EXTERIOR INTERIOR
DETAILS AND SHEETS 12-14 FOR
MAX.
INSTALLATION DETAILS.
PANEL
2) (1) LOCK (ITEMS 75 & 107-110) AT
HEIGHT
EACH LOCKSTILE, LOCKING INTO
KEEPER (ITEM 103) AT FRAME JAMB
OR ASTRAGAL.
3) PLEASE SEE APPLICABLE
ASTRAGAL&INTERLOCK
COMBINATIONS PER DP/ANCHOR
PANEL
TYPE
'A'
SEE
NOTE 2
MAX. UNIT_
WIDTH
MAX.
I-- DLO_
PANEL
TYPE
'QS'
NOM.
PANEL
DTH TYP
PER
IBLES 1-3
a
NOM. PANEL WIDTH
TYP. PER TABLES 1-3
EIm
TABLES. - 90`
SILL DETAIL'D', SHEET 18;
INSTALLATION DETAILS EXAMPLE: 90' INSIDE CORNER, 4 PANELS - XX/XX
'DW &'Dc', SHEETS 12 & 13
PANEL CORNER
DETAIL
#10 X 1-1/2"
PH SMS
SILICONE STRUCTURAL
:RS POLYISOBUTYLENE
WITH DESICCANT
EXT. GLASS -/
X 1"
ISMS
WIDTH
JAMB AI SHEET
— Jill. 18; INSTALLATION
DETAILS
'GW &'Gc', SHEETS 12 & 13
DLO WIDTH = NOM. PANEL WIDTH - 7"
DLO HEIGHT = DOOR UNIT HEIGHT -10.125"
PANEL HEIGHT = DOOR UNIT HEIGHT - 1.866"
CONE NOT-MELTBUTYL
STRUCTURAL
SILICONE 3116" NOM.
1/4" NOM. FOAM
WITH
DESICCANT
EXT.GLASS
PRODUCT REVISED
as comg 1Cin with the Florida
INf. GLASS INT. GLASS Buildinode
NOA-No. 17-0420.12
,z< KODISPACE 4SG TPS z5 SUPER SPACERONXTTM Expiration Da 2!17/2020
By
KtINFUKtitMtN1 POLYISO-
BUTYLENE
FRAME CORNER 5/18'NOM. SEAL
DETAIL BUTYL & ROLL -FORMED _
DESICCANT
FOAM STAINLESS STEEL
�
Part#
Description
EXTERIOR i
124
Kommeding 4SG TPS Spacer System
See:his
125
Quanex Super Spacer nXT With Hot Melt Butyl
90'
PANEL
PANEL
CORNER DETAIL 742',
TYPE
'AS'
TYPE
SHEET 19 & CORNER
,K,
ANCHORAGE SHEET 11
MAX. UNIT
h
MAX. HEIGHT INTERLOCK DETAIL
DLO PER TA', SHEET 19
HEIGHT TABLES EXTERIOR INTERIOR
1 1-3
EIm
TABLES. - 90`
SILL DETAIL'D', SHEET 18;
INSTALLATION DETAILS EXAMPLE: 90' INSIDE CORNER, 4 PANELS - XX/XX
'DW &'Dc', SHEETS 12 & 13
PANEL CORNER
DETAIL
#10 X 1-1/2"
PH SMS
SILICONE STRUCTURAL
:RS POLYISOBUTYLENE
WITH DESICCANT
EXT. GLASS -/
X 1"
ISMS
WIDTH
JAMB AI SHEET
— Jill. 18; INSTALLATION
DETAILS
'GW &'Gc', SHEETS 12 & 13
DLO WIDTH = NOM. PANEL WIDTH - 7"
DLO HEIGHT = DOOR UNIT HEIGHT -10.125"
PANEL HEIGHT = DOOR UNIT HEIGHT - 1.866"
CONE NOT-MELTBUTYL
STRUCTURAL
SILICONE 3116" NOM.
1/4" NOM. FOAM
WITH
DESICCANT
EXT.GLASS
PRODUCT REVISED
as comg 1Cin with the Florida
INf. GLASS INT. GLASS Buildinode
NOA-No. 17-0420.12
,z< KODISPACE 4SG TPS z5 SUPER SPACERONXTTM Expiration Da 2!17/2020
By
KtINFUKtitMtN1 POLYISO-
BUTYLENE
FRAME CORNER 5/18'NOM. SEAL
DETAIL BUTYL & ROLL -FORMED _
DESICCANT
FOAM STAINLESS STEEL
�
Part#
Description
Material
124
Kommeding 4SG TPS Spacer System
See:his
125
Quanex Super Spacer nXT With Hot Melt Butyl
Sheetfur
126
Quanex Duraseal Spacer
Mat�liZls�
127
Cardinal XL Edge Spacer
Krrtm 41.. W I nouns a. r i gym. ,— -—-
EXT-GLASM*INT.
• • • • • • •
• • • • • • •
• • • • • • 000 GLASS
• • • • • '( 2s DOAASEAL® SPACEF
• • • (8�f14�-1600 • •
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JR 04105,17 C I NO CHANGES THIS SHEET. • • _ • • ,,.,f ,,,,�a,,,t, •
ANCHC
• • SERIES
• swneae
® SCID -7m
••• • • • • ••• • •
• •• •• • • • •• ••
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EXT.GLASS
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—INT. GLASS
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No. 5a705 .j '
STA E O rI7
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A. LYNN MILLER, P.E.
P,E.# 58705
CONFIG. EXAMPLES INTERLOCK DETAIL FOR ALL DETAILS ON THIS SHEET. SEE NOTES ON SHEE
M', SHEET 19 OPERABLE JAMB DETAIL'GT, SHEET 18;
INSTALLATION DETAILS 'Gw'&'Gc', SHEETS 12 & 13
iFIXED JAMB DETAIL'G2', AS TRAGAL HEADER DETAIL W, SHEET HEADER DETAIL W, SHEET 18;
! SHEET 18; INSTALLATION DETAILS TV & 18; INSTALLATION DETAILS /INSTALLATION DETAILS'Aw' &'Ac',
DETAILS'Gw' &'Gc', L2, SHEET 19 'Awe &'Ac', SHEETS 12 & 1� / SHEETS 12 & 13
SHEETS 12 & 13 i - ! 90* \
C
T
HT SILL DETAIL
I 'D', SHEET
ES 18;
INSTALL
DETAILS
'DW &'Dc',
SHEETS 12
&13
TYPE
MAX.
DLO
HEIGHT
lX
PANEL
PANEL
PANEL
PANEL
PANEL
TYPE
CS'
TYPE
TYPE
TYPE
TYPE
'R'
WIDTH TYP.
'R'
'L'
'D'
'A'
TABLES 1-3
PANEL CORNER
a
INSTALLATION DETAILS
MA
CONSTRUCTION
MAX.
NOM.
PANEL
EXAMPLE: 90° OUTSIDE CORNER -)O(/XX (2 -TRACK)
DETAILS SHEET 15
UN
EIC
HPE
DLO
UN
WIDTH TYP.
TABLES 1-3
JAMB DETAIL -W, SHEET 18;
MAX'
INTERLOCK DETAIL'M', SHEET 19
PER
SEE
TABI
DLO
,*
TABLES 1-3
NOTE 2,
1:
PER
HEIGHT
TAB
OTE 2,
DLO
SHEET 15
TABLES 1-3
1-
1a
HEIGHT
G
•X ••
C
T
HT SILL DETAIL
I 'D', SHEET
ES 18;
INSTALL
DETAILS
'DW &'Dc',
SHEETS 12
&13
TYPE
MAX.
DLO
HEIGHT
lX
PANEL
PANEL
PANEL
TYPE
PANEL
TYPE
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TYPE
OS'
NOM.
PANEL
TYPE
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WIDTH TYP.
M'
SEE FRAME &
PER
SILL. DETAIL 'D% SHEET 18;
TABLES 1-3
PANEL CORNER
a
INSTALLATION DETAILS
PANEL
WIDTTHRTYP.
CONSTRUCTION
MAX.
X
MAX.
DLO
I W IDTI'
I-`TYP.
PANEL
TYPE
K, MAX.
UNIT
HEIGHT
PER
SEE TABLES
NOTE 2, 1-3
-IEET 15 ,
JAMB DETAIL'GT, SHEET
18; INSTALLATION DETAILS
'God &'Gc', SHEETS 12 & 13
I INTERLOCK DETAIL
� ,M% SHEET 19
90' OUTSIDE CORNER
DETAIL'N1', SHEET 19 &
CORNER ANCHORAGE
/-SHEET II
INTERIOR
EXTERIOR NOM. PANEL
WIDTH TYP.
PER TABLES
1-3
MAX. UNIT WIDTH
L2, SHEET 19� 1 INTERLOCK DETAIL 'M , SHEET 19 Ic, SHEETS 12 & 13�
HEADER DETAIL 'C', SHEET
HEADER DETAIL ( 18; INSTALLATION DETAILS
JETAIL'H2', SHEET P -HOOK DETAIL 'J' &'K', SHEET B', SHEET 18; �Cw' &'Cc', SHEETS 12 & 13
INSTALLATION INSTALLATION
18; INSTALLATION DETAILS 19; INSTALLATION DETAILS'Jw' JAMB DETAIL'12, SHEET 18;
SHEETS
'liw' &'Hc', SHEETS 12 & 13 'Jc','KW &'Kc', SHEET 14 DESBw &'ec', DETAILS'Iw &'Ic', SHEETS 12 8 13
SHEETS 12 & 13
r— — MAX. UNIT WIDTH
MAX. UNIT
HEIGHT
PER
TABLES
1-3
PANEL
PANEL
PANEL
PANEL
PANEL
TYPE
TYPE
TYPE
MAX. UNIT WIDTH
TYPE
'R'
L'
M'
SEE FRAME &
SILL. DETAIL 'D% SHEET 18;
MAX. UNIT WIDTH
PANEL CORNER
EXAMPLE:OXXX
INSTALLATION DETAILS
PANEL
WIDTTHRTYP.
CONSTRUCTION
MAX.
'DW &'De, SHEETS 12 & 13
EXAMPLE: 90° OUTSIDE CORNER -)O(/XX (2 -TRACK)
DETAILS SHEET 15
2 -TRACK
DLO
UN
NOTE 2,
TABLES 1-3
JAMB DETAIL -W, SHEET 18;
ASTRAGAL DETAILS'L1' &
INTERLOCK DETAIL'M', SHEET 19
INSTALLATION DETAILS'IW &
JAMB DETAIL'GT, SHEET
18; INSTALLATION DETAILS
'God &'Gc', SHEETS 12 & 13
I INTERLOCK DETAIL
� ,M% SHEET 19
90' OUTSIDE CORNER
DETAIL'N1', SHEET 19 &
CORNER ANCHORAGE
/-SHEET II
INTERIOR
EXTERIOR NOM. PANEL
WIDTH TYP.
PER TABLES
1-3
MAX. UNIT WIDTH
L2, SHEET 19� 1 INTERLOCK DETAIL 'M , SHEET 19 Ic, SHEETS 12 & 13�
HEADER DETAIL 'C', SHEET
HEADER DETAIL ( 18; INSTALLATION DETAILS
JETAIL'H2', SHEET P -HOOK DETAIL 'J' &'K', SHEET B', SHEET 18; �Cw' &'Cc', SHEETS 12 & 13
INSTALLATION INSTALLATION
18; INSTALLATION DETAILS 19; INSTALLATION DETAILS'Jw' JAMB DETAIL'12, SHEET 18;
SHEETS
'liw' &'Hc', SHEETS 12 & 13 'Jc','KW &'Kc', SHEET 14 DESBw &'ec', DETAILS'Iw &'Ic', SHEETS 12 8 13
SHEETS 12 & 13
r— — MAX. UNIT WIDTH
MAX. UNIT
HEIGHT
PER
TABLES
1-3
EXAMPLE: OXXXp SILL DETAIL I%SHE9418;•
(3 -TRACK, RIGHT POCKET)INSTALLATION DETAIL
'Ew' &'Ec', SHEETS 12 & 1
�--- MAX. UNIT WIDTH ►1
PANEL
PANEL
PANEL
PANEL
PANEL
TYPE
TYPE
TYPE
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L'
M'
'F'
NOM.
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MAX.
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�
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�--- MAX. UNIT WIDTH ►1
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TYPE
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NOM.
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HEIGHT
•X ••
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X
0
IT
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3
• • • • • EXAMPLE: XXXO SILL DETAIL'F', SHEET 18;
• • • • • • • (4 *RACK, BY-PASS) INSTALLATION DETAILS
TW &'Fc', SHEETS 12 & 13
N. VENICE, FL 94Y75 EXAMPLE ELEVATIONS
• • • • (9e1)4rdoo • • —
• • • • SERIES 770 ALUM. SGD - LM IMPACT
NO CHANGES THIS SHEET. • CERT. oFyn• • • •.n,.em: est a..mrw.
.r • • • �; • _ • _ _ _ • s.NTS 1 16« 22 PGTo130
• • • • • • • 0:0 •• • •
• • • • • • • • • •
• •• •• • • • •• ••
••• • • • ••• • •
PRODUCT REVISED
as comp)yIng with the Florida
Bullding Code
.-No. 17-0420.12
Expiration Data 02/17/2020
11011111".
/
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A. LYNN MILLER P.E.
RES 58705
••• • • • • ••• • •
• • • • • • • • • •
• •• •• • • • •• ••
••• • • • ••• • •
PANEL'S RIGHT STILE TYPE
LE
ASTRAGAL
ASTRAGAL
ASTRAGAL
BOX OUT
ASTRAGAL
BOX IN
INT CORNER
90 LOCKSTILE
EXT CORNER
90 LOCK LE
EXT CORNER
90 RECEIVER
INT CORNER
9'j-CORNER RECEIVER
F.
A0 RECEIVER
EXT CORNER
135 RECEIVER
INT CORNER
36 RECEIVER
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BOX OUT
BOX IN
W/ HANDLE
W/ HANDLE
W/ HANDLE
W/ HANDLE
Wf HANDLE
W/ HANDLE
#118
4118
W/ HANDLE
1131
W/ HANDLE
#31
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#119
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PANEL NOTES:
1. SEE DP TABLES 1-3, SHEETS 6-8 FOR PANEL
SIZES & DESIGN PRESSURE.
LEFT
4 INTERIOR RIGHT 2. PANEL TYPES NOT SHOWN OR CROSSED OFF
PANEL
PANEL ARE NOT REQUIRED FOR ANY CONFIGURATIONS
STILE
EXTERIOR STILE AND ARE NOT AVAILABLE.
- 3. 90' ASTRAGALS TO USE HEAVY-DUTY STILES
/ (1/81), CORNER RECEIVER (#118) AND EITHER
PANEL "E' SHOWN. SEE TABLE FOR OTHER PANEL TYPES AND EXTERIOR (#119) OR INTERIOR (#120) CORNER
APPLICABLE STILE/ASTRAGAL REQUIREMENTS. ASTRAGALS.
4.135* ASTRAGALS TO USE HEAVY-DUTY STILES
(#61) AND CORNER ADDON (01).
SILL RISERS OPTIONS ._ 232" -YIIr-'232"
232' EXTERIOR PRODUCT REVISED
232• I I EXTERIOR •082' as complying with the Florida
EXT I EXT R � •062' 4.066" NBuIldiOA-n9 Code
,062" 8.305" NOA-No. 17.0420.12
2.555"
1.567" Expiration Date 02/17/2020
082"1-1
— D _
Mla Da Product Control
18" RISER FJAT'
z0 LIOLwR2SE2 FLAT 22 MED SILL IIME3, FLAT 24 HIGH, SILL RISER, FLAT
FLUSH 1
+— .760"
EXTERIOR
.760'
.750" EXTERIOR
EXTERIOR � •062"
EXTERIOR
.908" .062" .082" 4.055". .
3.306" �+11111111/t
,082' 2.665"
�• SI f+y5E�, BOX
i • SIYL RISER. BOX SILL RISER BOX SILL RISER. BOX * : No. 58705
23 ze HIGH, 4'
• FLdSFf 1-}/2"• • O 2-1/2' MEDIUM, 3-1/4`
• • - •D i
• • •--•t—•' __
'NOT VALID FOR WATER INFILTRATION RESISTANCE REQUIREMENTS, SEE SHEETS 6-8 =per •,
PIE
VVEMCELFL.12s
TE OF
PANEL TYPES �i�tCs '•;�,[ORIDP..•'
e•�77iS'G/VAL
ENG``
fCERT60AUTR. #2.929@
SERIES 770 ALUM. SGD - LM IMPACT `a°'wA.
Her "`� O• •
LYNN MILLER P.E.
• • • SGD•770 1 NTS 1 17 a 22 PGT0130 C P.E.058705
••• • • • • ••• • •
• • • • • • • • • •
• •• •• • • • •• ••
••• • • • ••• • •
ASSEMBLY DETAILS
(SEE SHEETS 12-14 FOR FOR INSTALLATION DETAILS)
FULL LENGTH
DF JAMB
5 G3
17
60 OR 61 2 -TRACK JAMB
G1
(SHOWN
2 -TRACK JAMB
WITH
CLIP #105
6' LONG
#106
OPERABLE
I @ W/ RETAINER
PANEL)
MIDSPAN (SHOWN WITH
B FRAME HEAD
FIXED PANEL TO
THE INTERIOR)
LL RT
EXTERIOR 103 75 fl ioi 11(
15 113
EXTERIOR O0
a
SHOWN WITH 2 -TRACK W/SCREEN
OPT. SCREEN FRAME HEAD
TRACK
EXTERI
a
EXTERIOR
u�
IDEXTERIOR
17
60 OR 61
18
vv
a
15
to
5 SEE DETAIL Gt
3 -TRACK
B FRAME HEAD
Gz40#10
112 E
X 3/OFJAMB
FOR FIXED
LENGTH
2_TRACK JAMB
2 -TRACK JAMB
SMS, XCLIP
#80 OR#105
51 52 W/SCREEN
LOCK PART
75 8 107.11
*,23FULL
SEE DETAIL G2
6" LONGW/RETAINER#123
(SHOWN WITH
MIDSPANFIXED
PANEL TO
so OR 61
THE EXTERIOR) 53
103
6
15 EXTERIOR
121 SEE DETAIL ON SHEET 15
nEXTERIOR
V 121 SEE DETAIL ON SHEET 15
EXTERIOR O0
a
SHOWN WITH 2 -TRACK W/SCREEN
OPT. SCREEN FRAME HEAD
TRACK
EXTERI
a
EXTERIOR
17
60 OR 61
18
a
�["
5 SEE DETAIL Gt
3 -TRACK
B FRAME HEAD
EXTERIOR
or-"-
FOR FIXED
71
®2 -TRACK W/SCREEN
D FRAME SILL
ITEM 61 SHOWN, ITEM 60 ALSO APPLICABLE, SEE TABLES
13, SHEETS 6-8 FOR DP (PSF) ASSOCIATED WITH STILE.
THIS SHEET.
FULL PANEL JAMB LENGTH
LOCK PART
75 8 107-11
17
60 OR 61
18
5
5 SEE DETAIL Gt
FOR FIXED
71
80 PANEL CLIP
LOCK PART
75 8 107.11
SEE DETAIL G2
103
FOR FIXED 5
BOOR 81
PANEL CLIP
103
6
18
17
�L EXTERIOR �EXTERIOR60 OR 61 ,U EXTERIOR
v V4
-TRACK
EXTERIOR
3V JAMB 3 -TRACK JAMB -TRACK JAMB 4 -TRACK JAMB
Ht (SHOWN WITH H2 (SHOWN WITH It (SHOWN WITH 12 (SHOWN WITH
OPERABLE PANEL) FIXED PANEL TO FIXED PANEL TO OPERABLE PANEL)
THE EXTERIOR) THE INTERIOR)
121 SEE DETAIL ON SHEET 15
a
113 5
89
EXTERIOR
a
PRODUCT REVISED
as complying with the Florida
Dulldi4-TRACK MAX. UNIT NOA-ng coda
C NOa N°. 17-0420.12
FRAME HEAD HEIGHT PER
TABLES 1-3 ExDateO _2117(2020
FXT
be
• *�L
TRACK• • • • •
• • ••• •
•• ••• •• • • • ••
4 -TRACK
F FRAME SILL
• • • • • v w F� alp VERTICAL SECTION DETAILS
•
¢RT. Gs4UTH.•'29T981.ff,=.mo�
SERIES 770 ALUM. SGD-WINDOW - LMI
ab.rcNTS 1B 122 PGTO129
••• • • • • ••• • •
• • • • • • • • • •
• •• •• • • • •• ••
••• • • • ••• • •
`11111111lI!!T/,
* , No. 58705
' / 01VAL IEN
wr. A. LYNN MILLER, P.E.
C P.E.# 58706
ASSEMBLY DETAILS
(SEE SHEETS 12-14 FOR FOR INSTALLATION DETAILS) 5 Q INTERIOR 61 113 118
7
28 30 11
113
63
27
103
62 111 83 BO OR 81
60 OR 61r�
6529
*QXTERIOR
14120
6590'
EXTERIOR 111 82
ID EXTERIOR
INTERIOR EXTERIOR
INTERIOR
EXTERIOR
P HOOK FOR FLAT SILLS
E P -HOOK FOR BOX SILLS
e EXT. MOUNT ONLY
90°
EX( T. OR INT. MOUNT)
LOCK PART
60 OR 61
LOCK PART
75 8107-11
LOCK PART
75 & 107 -it 61
76 8 107-11
5
INTERLOCK
M
14
113
80 60
61 61 118
IIID•--��I
5
113
113
ii
* ITEM #61 (HEAVY-DUTY -
REXTERIOR
EXTERIOR U
113 103 tta ('� E RIO R
STILE) SHOWN, ITEM #60
68
V
(STANDARD STILE) ALSO
67
16ET� STANDARD ASTRAGAL #67
6E -n JTY
STILES #61
tffi�90- OUTSIDE NER
SHOWN go- INSIDE ER
APPLICABLE, SEE TABLES
1-3 SHEETS FOR DP
LI WITH STANDARD STILES #60
L2 WITH
N7 2 -TRACK SHOWN N2 2 -TRACK
IA IT
(PSF) ASSOCIATED WITH
EXTERIOR BOX ASTRAGAL SHOWN
EXTERIOR BOX ASTRAGAL SHOWN
STILES.
(BOX -OUT) MAY ALSO BE INSTALLED
(BOX -OUT) MAY ALSO BE INSTALLED
TOWARDS INTERIOR (BOX -IN)
TOWARDS INTERIOR (BOX -IN)
4 INTERIOR
PRODUCT REVISED
as complying with the Florida
Building Code
31 LOCK PART
NOA-No. 17-0420.12
75 8 107-11
4 INTERIOR
5
4 INTERIOR
Fxpiratlon Date02/1/27020
135'
S
Dy
Mla - a roduct Control
11
7
135°
14 5 61 32
103
61
EXTERIOR gi
\\\1111 I1 11JJJ/
11 5
\ .,........, �� �i
�� i
n�
LOCK PAR7 31 103 81 V EXTERIOR Z • • • • • •
�/ 14 • • • •
• • 35' INSIDE CORNER
• •
�a1 110ENSF
Q'.'
75 8 107-110
• •
• • • • • •
• • 02 2 -TRACK SHOWN
No. 68705da -_
� *
135. OUTSIDE CORNER • • • • • •
• • • • • •
• • • •
• • •
00
:�
_ * -
�¢ `
Oi 2 -TRACK SHOWN
so 0
O ' sT, T
1070 TECHNOLOUYOR/VE
°"
0
i�CC �OORIOP,.•'•�C���
'. •'
N. VENICE, FL 34276
•
HORIZONTAL SECTION DETAILS, CORNERS.NAL
• .. NCS •�
O \�
00. • • (041)4•}1800•
77711 11i \
CERT. O W Y.AWIF
: : SERIES 770 ALUM. SGD - LM IMPACT
j
JR 04NNJ7 C NO CHANGES THIS SHEET.
• • •
�nnb�•aHr•
• • A. ar. ce..e omt+ra.
aw:
A, LYNN MILLER, P.E.
^ ' �"
• • • • �r "a
®• soa77o NTS 19 m 2? PGT0130
C
RE.058706
JR Jafa14
i1LP1O1'�"E0
or • • • • ••• • •
• • • • • • • • • •
• •• •• • • • •• ••
••• • • • ••• • •
Item
pWGT#
PGT#
Description
1
17306
617306
2 -TRACK HEAD
2
17303
617303
2 -TRACK HEAD WITH SCREEN RAL
3
17309
817309
3 -TRACK HEAD
4
17312
817312
4 -TRACK HEAD
5
17314
817314
FRAME SCREW COVER
6
17317
617317
FRAME HEAD/JAMB ADD-ON
7
17304
617304
2 -TRACK SILL
8
17301
817301
2 -TRACK SILL WTI SCREEN RAIL
9
17307
617307
3 --TRACK SILL
10
17310
617310
4 -TRACK SILL
11
17313
017313
FRAME SILL TRACK INSERT
12
17315
617315
FRAME SILL SCREEN ADDON (SEE NOTE 3)
13
11316
817311)
FRAME SILL SCREEN END ADD -0N (SEE NOTE 3)
14
17305
617305
2 -TRACK JAMB
15
17302
617302
2 -TRACK JAMB WnH SCREEN RAL
16
17308
817308
3 -TRACK JAMB
17
17311
617311
4 -TRACK JAMB
18
17322
617322
SILL RISER - FLAT, FLUSH, 1 -VT
19
17319
017319
SILL RISER -BOX FLUSH, 1-112-
20
17321
617321
SILL RISER - FLAT, LOW, 2-172'
21
17318
817318
SILL TRLSFR -BOX LOW, 2-1/2-
22
17355
617355
SILL RISER - FLAT, MEDIUM, 3-1/4"
23
17354
817354
SILL RISER -BOX MEDIUM, 3-1/4-
24
17323
617323
SILL RISER -FLAT, HIGH, 4"
25
17320
817320
SILL RISER -BOX, HIGH, 4"
26
17333
617333
POCKETP4100K
27
7070
67070
NEOPRENE BULB WSTP FOR P -HOOK
28
17334
617334
POCKET P -HOOK MOUNT
29
17335
817335
OVER
30
17348
617348
-HOOK FOR BOXRISER
31
17378
617378
;135CORNER
32
17376
ti17375
MOUNTITEMS
1732
78178
HANDLE KIT -RECESSED EXTERIOR PULL
4SCREEN PARTS40
4319
612258
IDE RAL-LOCKSTLE
41
WSTP, .211) X.170 -FIN SEAL
7L6CKWGSK
SCREEN LOCKSET
42
.187"X230"FNSEAL
41818
SCREEN KEEPER SPACER SET
43
8152
68152
SCREEN INTERLOCK ADAPTER
44
4428
64428
SCREEN DOUBLE INTERLOCK
45
1 4317
612256
SCREEN TOP RAIL
46
1 4318
812257
SCREEN BOTTOM RAIL
q7
1 668
%SRAZ
STANDARDROLLER
48
888
75RAX
STANDARDROLLER-ST. STL
90 DEGREE INSIDE CORNER ASTRAGAL
123
64344
SCREEN ASTRAGAL
_4_94344
50
17349
817349
UDOJ SCREEN ASTRAGAL ADAPTER
1692
61692
SCREEN SPLINE -AW
1804
81 694
SCREEN SPLINE
R54
1725
61816C20
SCREEN CLOTH
1/2" X4" X V16" SET. BLOCK, NEOPRENE 85 +/
1726
l' X4' X 1/16" SET. BLOCK, NEOPRENE
Item
DW9T#
PGT#
Description
60
17325
(117325
PANEL STILE
61
17326
617326
PANEL STILE (HEAVY DUTY)
62
17327
617327
NTERLOCKADAPTOR
63
1225
BTP248
VINYL BULB WSTP. -THIN (INSIDE INTERLOCK)
04
1729
71729
SILT. END WEATHERSTRIP PAD
05
17328
017328
INTERLOCK SCREW COVER
67
17329
j 617329
ASTRAGAL
66
17339
1 617339
HEAVY DUTY ASTRAGAL
69
17324
1 617324
TOP & BOTTOM RAIL
70
17350
417350
WEATHERSTRIP EXTENSION (INJECTION MOLDED)
11
1695
71695
1-1/2'X 1" X 314" HIGH FIN SEAL DUST PLUGS
72
8153
78153X
TANDEM ST. STL ROLLER ASSY.
73
8153
78153N
TANDEM NYLON ROLLER ASSY.
74
SILICONE
DOW -899, DOW -995 OR 0E-7700
75
8185
78185X
GEMINI MORTICE 3 -PLY DUAL LOCK WRONG TRIM PLATE
76
7103?XIFPFX #10.12 X 1" FL. SS SCREW W) TYPE "F" TIP
77
7103239
10-32 STEEL ZINC U -NUT
79
17357
1 617357
V IG BEAD .
80
17359
1 617359
1/16"BEAD/ FWD PANEL CLP
81
17360
617360
9/16" BEAD
82
1224
OTP247K
VINYL BULB WEATHERSTRIP
83
61745
1745
LOWE NC, 112' X 1116" SGL SIDE ADH. TAPE, POLYETH.
100
8052
48052
ROLLER ADJ. HOLE PLUG
101
72087
.NMB BUMPER
102
1096
71696
DUSTPLUO
103
8188
78186X
1"KEEPER
104
653
7SOKEEP
SCREEN LOCK KEEPER
105
17344 1
011344
FDED PANEL CLP - 6" LONG
106
17352
617352
FDED PANEL RETAINER- 9/16"
107
1739 1
71739
HANDLE KIT- INTERIOR RAISED WrTH THUMB TURN
108
1740
71740
HANDLE KIT- RAISED EXTERIOR HANDLE
109
1731
78162SN
HANDLE KIT- RECESSED INTERIOR WITH THUMB TURN
110
1732
78178
HANDLE KIT -RECESSED EXTERIOR PULL
111
710XI4PPSOAX #10 X3/4" PH. -PN. TEK - S.S.
112
1235
67576
WSTP, .211) X.170 -FIN SEAL
113
1712
84066
.187"X230"FNSEAL
114
710X715PPX #10X1-172"
115
71WPT
#10X1'
lie
72BX1X
#14-20X1"S.S.
117
720X1i2X
414-20X1-1/2'6.5.
118
17336
017330
90 DEGREE CORNER RECEIVER
119
17337
617337
90 DEGREE OUTSIDE_ CORNER ASTRAGAL
120
17338
6117338
90 DEGREE INSIDE CORNER ASTRAGAL
123
17352
617352
FDED PANEL RETAINER, 7/8"
•• ••• •• • • • ••
10707ECHNOLOGYORIVE
N. VENICE, FL 34176 PARTS LIST
00 0• • CERT.OF•U7/•#29290 • • • SERIES 770 ALUM. SGP - LM IMPACT
NO CHANGES 7HIS SHEET. ��� • • ` y„y,•p,� - a..r a.«•+ona
s • • • rcrw9�urwe:�wc• _ _ _ 8G-176 NTS 20 w 22 PGTO130
••• • • • • ••• • •
• • • • • • • • • •
• •• •• • • • •• ••
••• • • • ••• • •
NOTES:
11) ALL ALUMINUM = 6063-T6
2) ITEMS # 33-39, 56-59, 66, 78, 84-99,
121 & 122 ARE NOT USED AND ARE
NOT PART OF THIS APPROVAL.
3) USE OF #12 OR #13 REQUIRES
MIN. #10 SMS OR 3/16" MASONRY
ANCHORS @ 24" MAX. O.C.
PRODUCT REVISED
as complying with the Florida
Building Code
NOA-No. 17-0420.12
Expiration Date 02/17/2020
�'�.' �JCENSic'•. CCF ��
_ * No. 58705
F40RIOP.•'
10NA11-"111111111NG\•
A. LYNN MILLER, P.E.
P.E.# 58705
5.069" 8.662"
0.080"
1.211" 1.506"
0.081" O2_TRACK HEAD 84 -TRACK SILL
(6063-T6 AL) (6063-T6 AL)
1.211"
0.081" O2 -TRACK HEAD W/ SCREEN TRACK
(6063-T6 AL)
6.526" --�I
0.080" -j
1.5105"
O3 -TRACK SILL
(6063-T6 AL)
7.105" 6.221"
�f 0.080"
} 1.505"
1.211"
0.081" O 3 -TRACK HEAD O 2 -TRACK SILL W/ SCREEN TRACK
(6063-T6 AL) (6063-T6 AL)
-+-I 1.36"
1.872" D
0.062"
-1.019"
0.081"
SCREEN
40
g"
STILE
(6063-T6 AL)
5.069"
)+- 1.045"
1.993"
0.062"
O2 -TRACK JAMB
14(6063
45 OSCREEN
TOPRAIL
-T6 AL)
(6063-T6 AL)
2 -TRACK JAMB W1
16 SCREEN TRACK
(6063-T6 AL)
9.142" 4.49' 0.081"
0.080" C
Zyy 1„ 1.505"
riT ��i,
_1
0.081" O4 -TRACK HEAD O7 2 -TRACK SILL
(6063-T6 AL) (6063=L6 AL) c
--j 1.514"
1.260"
y 0.060"
6 FRAME HEAD/JAMB SCREEN
ADD-ON
(6063-T6 AL)
SEE SHEET 17 FOR SILL RISERS.
NO CHANGES THIS SHEET.
0.062"
0.532"
1.516'
• 0.060"
0.760"�-
1.990"
FRAME SILL SCREENn n FRAME ILL CR
ADD-ON :.IF -4,,,:
• • : : (• D O •
(6063-T6 AL) • • • • (6p63•T6 6L) • •
REQUIRES MIN. #10•SVS •: : JE(:JIftS1IfN•#10 SOW
OR 3/16" MASONRY 000 • • ORB/16"WASONR7
ANCHORS @ 24" MAX. U.C. ANCHORS @ 24" MAX. O.C.
1070TECHNOLOGYMVEN. VENZ5,R 342W
1
•• •••
• • = CER= OAIUTR #2�
• • • • • • • • • •
• •• •• • • • •• ••
••• • • • ••• • •
1.36"
7.105"
16 3 -TRACK JAMB
(6063-T6 AL)
17 4 -TRACK JAMB
(6063-T6 AL)
EXTRUSIONS
SERIES 770 ALUM. SGD - LM IMPACT
SGD-770 I NTS 1 21 a 22 1 PGTO130
0.875"
1.9H':f0.062"
SCREEN
46 BOTTOM RAIL
(6063-T6 AL)
PRODUCT REVISED
as complying with the Florida
Building Code
NOA-No. 17-0420.12
Explratton Date 02/17/2020
By
`tilllll 111 111
= 74
No. 58705 • P
STAfE�Q •4Q
O E SI /,NAL i i N ��.�.
A. LYNN MILLER P.E.
P.E.# 58706
0.83" 3.602"
0.718" � 1 2.304"
I -j 3.802" � � � 0.752"
�1 IFAI0.752" L� 0.885'
�[ 0.574" 0.796" 1.163"�
0.062" T 0.080" 0.062" 0.233" •062" -�
0.264" J 0.075"
FRAME SILL P -HOOK MOUNTING P-HOpK SCREW
OSCR'E COVER 1 f TRACK zs P -HOOK 2e 2 t O P -HOOK FOR BOX RISER
ADAPTOR COVER 0.080" 6063-T6 AL
(6063-T6 AL) (6063-T6 AL) (6063-T6 AL) (6063-T6 AL) (6063-T6 AL) ( )
4"
4" -
155"&"-
0" 1.488" 1.739" +{
0.080 0.062" 1.303'
1.600 0.133" 1.600 0,062"
080" 1.870" 1.888"
0.325"
.016' I I 0.062"
4�--- 3.125" - I►- 3.126"
INTERLOCK INTERLOCK
37 135" CORNER sz 135° FIXED MOUNT tw STANDARD STILE of HEAVY DUTY STILE f;z ss
(6063-T6 AL) (6063-T6 AL) O (6063-T6 AL) O(6063 -T6 AL) ADAPTER SCREW COVER
(6063-T8 AL) (6083-76 AL)
3.979"
0.075"
1.645"
q --R
0.125"'
t37 STANDARD ASTRAGAL
(6063-T6 AL)
0.281' -#-t 1 -
HEAVY DUTY ASTRAGAL
(6063-T6 AL)
4.125"
.645".062' 1.304"
0
J I i
I »- 3.25"
s0
TOP/BOTTOM RAIL
(6063-T6 AL)
1.050" 1.050"�
iurta-�irs/lteoii�u •
.2
45'
.6�11
'
04�
85' I�I1.050"
4�
(I
045" -�I�--
(I
80
F XEDG
GLAZING
st
BEAD G.)
(6063-T6 AL)
BEAD,
PANEL CLIP
BEAD
(6063-T6 AL)
(6063-T6 AL)
1.003' A
4..70.0800.050"OFIXED
f05 PANEL CLIP 0.709" 2, 0.133" 1.498"
(6063-T6 AL) 1.498"80"L rl FIXED PANEL
0.709" 123RETAINER, 718"• • • • • • • .••
0 080" (6063-T6 AL) �9d,001'S&E EOFIER ASTRAGAL
FIXED PANEL ffs 9D" CORNER REEE-IIVER• �(6 • •} • •
tos RETAINER, 9116" (6063-T6 AL) • • • • • • • • • • • •
(6063-T6 AL)
0410&17
5.621"
0.133"
4"
120 90" INSIDE CORNER ASTRAGAL
(6063-T6 AL)
••• 0 N.1' F • • t--AIKuJIUIVJ
cEkT o! !E ' • SERIES 770 ALUM. SGD -
NO CHAWES THIS SHEET. • • • •,�, Tom _ •11i •
• 770 I NTS 1 22 • 22 1 PGTO130
•�
iurta-�irs/lteoii�u •
I
•�-
•
• •
•
• •
•
• •
•
•
••
••
• •
•
••
••
•••
•
•
•
•••
•
•
PRODUCT REVISED
as compI& with the Florida
Building Code
NOA-No. 17-0420.12
Expiration Date 02117/2020
* : No.58705
0'JJT.1. ST
A. L�914 MILLA 11
P.E.# 58705
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NOT PART �_6JECT 10 C(,NIPI.IFNCE WI I -H ALL FEDERAL
OF PERMITj"��i
N T,aTE ANL) u(.,I.)N i f HUL_S AND F ECULATIONS
FLOOR PLAN SCALE: 1/8"= 1'
WINDLOAD PRESSURE TABLE FOR DOORS
TOTALSq.Ft.= 68.33
MARK
DESCRIPTION WIDTH HEIGHT TRIB. POS.PRESSURE
NEG.PRESSURE
ZONE N.O.A.
CONTENT:
AREA P.S.F.
P.S.F.
1
SLID -GLASS DOOR IMP. 120.000 1 82.000 17.08 38.67
-42.06
INT (4) 17-0420.12
GENERAL NOTES
*ONE STORY STRUCTURE (15MEAN ROOF HEIGHT)
• EXPOSURE: C
• WIND VELOCITY: 175 MPH
• KD: 0.85
• FLORIDA BUILDING CODE 2017
•ASCE 7-10 WIND CODE
• BASED ON TRIBUTARY AREA AS SHOWN
• CONTRACTOR TO VERIFY DIMENSIONS
EGRESS REQUIREMENTS. -
MINIMUM CLEAR WIDTH.- 20':
MINIMUM CLEAR HEIGHT.' 24';
MINIMUM CLEAR OPENING: 5.0 SQ.FT.
MAXIMUM SILL HEIGHT.- 44" /from finished floor).
SCOPE OF WORK
*ALUMINUM SLIDING -GLASS DOOR ...IMPACT RESISTANT
BY PGT INDUSTRIES ...NOA: 17-0420.12
INSIDE INTERIOR FINISH
1"X 6'' P . WOOD BUCK
(No.l PINE)
1/4" X 2-1/2'' ULTRACONS
AT 4'' FROM CORNERS AND
STAGGERED 8" O.C. ALONG
THE 1"X 6" P.T. WOOD BUCK.
. ari�rrlir
w Q
z
DOW CORNING SEALANT (CCS)
CONTINUOUSLY APPLIED @ BACK
& PERIMETER OF WOOD BUCK.
ti ti ` STUCCO FINISH
OUTSIDE EXISTING CONCRETE
SUBSTRATE
1" x 6" WOOD BUCK INSTALLATION
(TYPICAL) SCALE: 3"= 1'
DRAWN ON:
06/21/19
REVISED ON:
DRAWN BY:
SCALE:
R.A.L.J.
SHOWN
CONTENT:
DOOR
REPLACEMENT
SHEET:
10/1
n
15790 SW 88TH AVE
MIAMI; FL 33157
AR 0017521
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SHEET:
10/1
n
15790 SW 88TH AVE
MIAMI; FL 33157
AR 0017521