REV-19-2185Miami Shores Village
Building Department
10050 N.E.2nd Avenue, Miami Shores, Florida 33138
(� Tel: (305) 795-2204 Fax: (305) 756-8972
INSPECTION LINE PHONE NUMBER: (305) 762-4949
BUILDING �\G Master Permit No.
PERMIT APPLICATION
❑BUILDING ❑ ELECTRIC ❑ ROOFING
PLUMBING ❑ MECHANICAL [--]PUBLICWORKS
ino Annocce. 1-7-7 A ? tJ
rEr."ElVED
S€PF
c
FBC tor'
Ws-'A-1q- 1341
Sub Permit No.Re14 " 09' N- albs
4 REVISION ❑ EXTENSION ❑ RENEWAL
CHANGE OF ❑ CANCELLATION Q SHOP
CONTRACTOR DRAWINGS
City: Miami Shores County: Miami Dade Zip: 5: 51DU
Folio/Parcel#: 1 1 3 10 10 2 5 0 114 0 Is the Building Historically Designated: Yes NO >C
Occupancy Type: Load: Construction Type: Flood Zone: // BFE: FFE:
OWNER: Name (Fee Simple Titleholder): 1] 1 0.nq LOOrnC,r� l(f5hd'Vr" V54Phone#: 766 " s/Y` 149 7q
Address: / �� N tAl
�m
City: j Vkxd ti
Tenant/Lessee Name:
Email
State:
CONTRACTOR: Company Name: f/mil �+ OiC �0�1 S T✓1- VC.`1 Oo LL C- Phone#: 'b-9 1 a
Address:
City: /`Vl 0
Qualifier Name:
Zip: 33 / SS QQ
Phone#: $— i 3L
State Certification or Registration #: CGc (S9(0�239 Certificate of Competency #:
DESIGNER: Architect/Engineer:
Phone#:
City: State: Zip:
16 Cl I Z. SI
Value of Work for this Permit: $ -;Z:f. Square/Linear Footage of Work:
Type of Work: ❑ Addition ❑ Alteration ❑ New 9 Repair/Replace ❑ DeJmolition
Description of Work: R cv % S e. Shoe5koe Cl CA W A-0 C6onq pro 0 5c--C
,r�o-�r e�cua urn ����nc�, �oo�r- �►J 160 bH �G( w�h�ows �r fi:):14 l pCNun9
by PGT
Specify color of color thru tile:
Submittal Fee $_
Scanning Fee $ _
Technology Fee $_
Structural Reviews
Permit Fee $
Radon Fee $
Training/Education Fee $
CCF $
DBPR $
CO/CC $ .
Notary $
Double Fee $ _
Bond $ _
TOTAL FEE NOW DUE $
0
(Revised02/24/2014)
Bonding Company's Name (if applicable)
Bonding Company's Address
City
State
Mortgage Lender's Name (if applicable)
Mortgage Lender's Address
City
State
Zip
Zip
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has
commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating
construction in this jurisdiction. I understand that a separate permit must be secured for 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. I the absence of such posted notice, the
inspection will not be approved anda-rei ection fee will be charged.
Signature -� Signature
OWNER or AGENT
The foregoing instrument was acknowledged before me this
I Gt" day of SQ2� 20 by
(l)1 it 'R6rJ1k61qwho is personally known to
me or who has produced L as
ttiond ho did, take an oath.
C:
ac,
H2S 0 #GG 2872U
Print: GIn& v I ti
X.
••''P°�aedm�`' `� °;
Seal:
CONTRACTOR
The foregoing instrument was acknowledged before me this
�0 day of 120 l� by
,whois personally known to
/��t
me or who has produced l—el 4"1. - as
identification and who did take an oath.
NOTARY PUBLIC:
Sign:
bjk4
Print: Wad
Lo
ot�: ?c
GABRIELACURBELO
Seal: r
Commission # GG 171207
rar
Expires December 27, 2021
"eOF V"
Dor&C Ttru Budget Notary Services
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APPROVED BY q `mot Plans Examiner Zoning
Structural Review Clerk
(Revised02/24/2014)
RECEIVED
MIAMK=E SEA 19 1C,9
®� MIAMI-DADE COUNTY
BMW ODUCT CONTROL SECTION
11805 SW 26 Street, Room 208
DEPARTMENT OF REGULATORY AND ECONOMIC RESO Miami, Florida 33175-2474
BOARD AND CODE ADMINISTRATION DIVISION (786) 315-2590 F (786) 315-2599
NOTICE OF ACCEPTANCE (NOA) 7�: www.miamidade.gov/economy
PGT Industries, Inc.
1070 Technology Drive
North Venice, FL 34275
SCOPE: TW MW W W
This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The
documentation submitted has been reviewed and accepted by Miami -Dade County RER -Product Control Section to
be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Couh-pl Section
(In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) re:ervE•the rigb4ato.Have tw • • •
product or material tested for quality assurance purposes. If this product or material fails To pelform in•the� ccepted . •
manner, the manufacturer will incur the expense of such testing and the AHJ may imrr*eiateiy revoKC,•tnodify,•ota.:.
suspend the use of such product or material within their jurisdiction. RER reserves the rigl4 19 levoke this•acceptaitF. •
if it is determined by Miami -Dade County Product Control Section that this product dr. p ftial faii9 td.meet the •
requirements of the applicable building code. *00000.
This product is approved as described herein, and has been designed to comply with the F)vricla$uildiAgLg6e, •
including the High Velocity Hurricane Zone. ; • •; •; • •
DESCRIPTION: Series "FD-101" Aluminum Outswing French Doors w/wo Sidelites—LM.I.0 ••..:.
APPROVAL DOCUMENT: Drawing No. 11005-1 Rev G, titled "Alum. French Door It 8xda'lites, Zmpg�t", sheatc.l..:
through 15 of 15, dated 04/04/2012 and last revised on 09/17/17, prepared by PGT Industries, signedliO sealed by
Anthony Lynn Miller, P. E., bearing the Miami —Dade County Product Control Revision stamp with the Notice of
Acceptance number and Expiration date by the Miami —Dade County Product Control Section.
MISSILE IMPACT RATING: Large and Small Missile Impact Resistant
Limitations:
1. Use of Tables 1 or 2 (sheet 2) requires full length reinforcements (item # 22) for OX, XO, XXO, OXX, OXO and
OXXO configurations. The lower design pressure from table 1 or table 2 shall control.
2. Standalone X, XX and O configuration unit do not required, reinforcement (item 422).
3. Applicable Egress operable doors must comply with min clear width & height per FBC, to be reviewed by AHJ.
4. Ix or 2x buck to be properly secured to sustain imposed load and to be reviewed by AHJ.
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and series and
following statement: "Miami -Dade County Product Control Approved", noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change
in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the
materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product,
for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section
of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the
expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done
in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and
shall be available for inspection at the job site at the request of the Building Official.
This NOA revises NOA #16-0629.17 and consists of this page 1 and evidence pages E-1 & E-2, as well as approval
document mentioned above.
The submitted documentation was reviewed by Ishaq I. Chanda, P.E.
NOA No. 17-0504.01
MIAWDADf COUNTY Expiration Date: October 18, 2022
�I®®i Approval Date: September 28, 2017
jl�\�� Page 1.
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
1. Evidence submitted under previous approvals
A. DRAWINGS
1. Manufacturer's die drawings and sections (Submitted under files # listed below)
2. Drawing No. 11005-1 Rev F, titled "Alum. French Door & Sidelites, Impact", sheets 1 through 10 of
10, dated 04/04/2012 and last revised on 09/08/16, prepared by PGT Industries, signed and sealed by
Anthony Lynn Miller, P.E.
B. TESTS • • • •
1. Test report on 1) Uniform Static Air Pressure Test, per FBC, TAS 201;�4 00000.
2) Large Missile Impact Test per FBC, TAS 201-94 • ..... • Goo*
• • •
3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 • • • •
Along with marked -up drawings and installation diagram of Aluminum Slidill Glass Dppjs f w/ TPVD, •;
Super, Cardinal & Duraseal Spacers), prepared by Fenestration Testing Labgj tQ y, Inc.,' Test Reports�..�
No(s) FTL-8717, FTL-8970 and FTL-8968, dated 02/15/16, 06/07/16 and Q612QM 6, al;isj,g od & • • • • •
sealed by Idalmis Ortega P.E.(submitted under file #16-0629.17) •"
2. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202►94 . •
2) Large Missile Impact Test per FBC, TAS 201-94-* . •. .
3) Cyclic Wind Pressure Loading per FBC, TAS 203 94 . ". : 0 * • •:
Along with marked —up drawings and installation diagram of fixed sidelite (0) w/ insulat 'Yfaminated
glass, prepared by Fenestration Testing Laboratory, Inc., Test Reports No(s) FTL-6864, dated
04/02/12, signed and sealed by Marlin D. Brinson, P. E. (Submitted under files #12-0516.02/#11-
1013.22)
3. Test report 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, TAS 202-94
Along with marked —up drawings and installation diagram of Aluminum outswing doors w/sidelites,
prepared by Fenestration Testing Laboratory, Inc., Test Reports No FTL-5212, dated 05/05/2007,
signed and sealed by Carlos S. Rionda, P. E. (Submitted under files # 12-516.02/#11-1013.22)
C. CALCULATIONS (Submitted under file #15-0528.24)
1. Anchor verification calculations and structural analysis dated 05/22/15, complying with FBC-
214 (511 Edition), prepared by PGT, signed and sealed by Lynn Miller, P.E.
2. Glazing complies w/ ASTME-1300-02, 04 & -09.
D. QUALITY ASSURANCE
1. Miami Dade Department of Regulatory and Economic Resources (RER).
Ishaq I. Chanda, P.E.
Product Control Examiner
NOA No. 17-0504.01
Expiration Date: October 18, 2022
Approval Date: September 28, 2017
E-1
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. (former E.I. DuPont
DeNemours & Co., Inc.) for "Kuraray Butacite PVB Interlayer", expiring on 12/11/16.
2. Notice of Acceptance No. 12-1231.10 issued to Eastman Chemical Company (MA) former
Solutia Inc. for their "Saflex Clear or colored interlayer", expiring on 05/21/16.
F. STATEMENTS (Submitted under file #15-0528.24)
1. Statement letter of conformance to FBC 2014(5th edition) and letter of no financial interest,
prepared by PGT, dated 05/22/15, signed and sealed by Lynn Miller, P.E. •.••
2. Lab compliance as part of the above referenced test report. • • 000000
.••••
•
G. OTHER
1. This NOA revises NOA #15-0528.24, expiring 10/18/17.
2. Test proposal # 16-0152 dated 03/09/16 approved by RER
3. Test proposals dated Jan 18, 2017 and 02/15/12 approved by Jaime D
2.
A.
New Evidence submitted
•
DRAWINGS • • • • " • •' •
1. Drawing No. 11005-1 Rev G, titled "Alum. French Door & Sidelites, Impact", Skeet; 1 throup.15 of 1j,....
dated 04/04/2012 and last revised on 09/17/17, prepared by PGT Industries, signed and sealed•b} Anthony •
Lynn Miller, P.E.
GaW441.P.E.
•
• ..
% •
B. TESTS
1. None.
C. 1. Anchor verification calculations and structural analysis dated 08/01/17, complying with FBC-
2014 (5TH Edition) & 2017(611 Edition), prepared by PGT, signed and sealed by Lynn Miller, P.E.
2. Glazing complies w/ ASTME-1300-02, 04 & -09.
D. 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. (former E.I. DuPont
DeNemours & Co., Inc.) for "Trosifol: Ultra clear, clear & color PVB glass interlayer" (former
"Kuraray Butacite PVB Interlayer)", expiring on 07/08/19.
2. Notice of Acceptance No. 15-1201.11 issued to Eastman Chemical Company (MA) former
Solutia Inc. for their "Saflex Clear or colored interlayer", expiring on 05/21/21.
F. STATEMENTS
1. Statement letter of conformance to FBC 2014(5th edition), FBC 2017(6th edition) and letter of no
financial interest, prepared by PGT, dated 08/01/17, signed and sealed by Lynn Miller, P.E.
G. OTHER
1. This NOA revises & renews NOA #16-0629.17, expiring 10/18/22.
Ishaq I. Chanda, P.E.
Product Control Examiner
NOA No. 17-0504.01
Expiration Date: October 18, 2022
Approval Date: September 28, 2017
E-1
SERIES 101 OUTSWING, IMPACT RESISTANT
FRENCH DOOR AND SIDE LITE
1) GLAZING OPTIONS: SEE BELOW.
2) DESIGN PRESSURES: (SEE TABLES 1-4 ON SHEET 2.
A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300.
B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300.
C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASO.
3) CONFIGURATIONS: X, O, XX, XO, OX, XXO, OXX, OXO, AND OXXO.
4) ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. FOR
ANCHORAGE REQUIREMENTS SEE SHEETS 8-11. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS,
THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE
FBC, CURRENT EDITION.
5) SHUTTERS ARE NOT REQUIRED.
6) SEALANTS: INSTALLATION SCREWS, FRAME AND PANEL CORNERS SEALED WITH CLEAR COLORED
SEALANT.
7) REFERENCES: TEST REPORT FTL-4964, 5212 & 6864; ELCO ULTRACON & CRETEFLEX NOA'S
8) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA
BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ).
9) DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER CURRENT FLORIDA
BUILDING CODE. APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY AUTHORITY HAVING
JURISDICTION (AHJ).
INSTRUCTIONS:
1) DETERMINE THE DESIGN PRESSURE, DP REQUIREMENT 3/8"NOM.
(LBS/FT-) FOR THE OPENING USING THE ASCE-7 STANDARD. I�GLASS STACK
3/16' HS GLASS -
2) ON SHEET 2, TABLES 1 & 2 REFER TO PRODUCTS THAT ARE
.090" PVB1 OR PVB2
REINFORCED. TABLES 3 & 4 REFER TO PRODUCTS THAT ARE
INTERLAYER
UNREINFORCED. DETERMINE THE DESIGN PRESSURE OF
IAr AN OR HS GLASS -
YOUR PRODUCT USING THE APPROPRIATE SET OF TABLES.
EXAMPLES ARE GIVEN ON SHEET 2. THIS DESIGN PRESSURE
93
NEEDS TO BE HIGHER THAN THE OPENING'S REQUIRED
DESIGN PRESSURE FROM STEP 1.
72
F
3) DETERMINE YOUR ANCHOR GROUP FROM TABLE A, THIS
SHEET AND YOUR GLASS TYPES, (A - D), FROM THE GLAZING
DETAILS ON THIS SHEET.
4) FROM SHEETS 7-13, FIND THE SHEET THAT PERTAINS TO
YOUR PRODUCT AND DETERMINE THE ANCHOR QUANTITIES
REQUIRED.
5) ANCHORS ARE TO BE INSTALLED USING THE LOCATION
GUIDELINES GIVEN IN THE NOTES ON SHEETS 7-13. SHEET 14
& 15 SHOW INSTALLATION CROSS -SECTIONAL DETAILS.
DESIGN PRESSURE RATING IMPACT RATING
SEE TABLES 1 -4 RATED FOR LARGE & SMALL
ON SHEET 2 1 MISSILE IMPACT RESISTANCE
TABLE A:
Min.
Anchor
Frame
Min. Edge
Embedment
Group
Anchor type
Member
Substrate
Distance
or Metal
Thickness
114" Elco UttmConS
AN
Concrete (m In. 2.85 ksl)
1,V4"
1-3/8"
1
F =155 ksi, F�= 177 ksl
Jamb
Hollow Block (ASTM C90)
1J14'
1-114"
1/4' 410 SS Elco CreteFlex®
AG
Concrete (m In. 3.35 ksl)
1,V4'
1-3/4"
Jamb
Hollow Block ASTM C90
1-314'
1-114"
2
AN
Southern Pine (SG = 0.55)
1"
1-3/8"
F -127.4 ksi, F.= 189.7 ksl
AN
Southern Pine (SG = 0.65)
9116"
1-3/8'
3
#12 Steel SMS (Gr. 5)
AN
6063-T5 Aluminum
318'
1/8"
1) ALL ANCHOR HEAD TYPES ARE APPLICABLE.
2) MIN. OF 3 THREADS BEYOND METAL SUBSTRATE.
3) METAL SUBSTRATE TO MEET MIN. STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA
BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION.
CODES/STANDARDS USED:
°2017 FLORIDA BUILDING CODE (FBC), 6TH EDITION
°2014 FL02DA BUILDING CODE (FBC), STH EDITION
-ASTM E1300-09
°ANSI/AF&PA NDS-2015 FOR WOOD CONSTRUCTION
°ALUMINUM DESIGN MANUAL, ADM-2015
°AISI S100-12
°AISC 360-10
GENERAL NOTES ............
1
GLAZING DETAILS ...........
1
DESIGN PRESSURES......2
VERT. SECTIONS.............3
HORIZ. SECTIONS...........
4
PARTS LIST ......................
5
EXTRUSIONS ...................
6
ANCHOR QUANTITY........7-13
INSTALLATION .................
14-15
7/16' NOW
GLASS STACK
13116" NOM.
GLASS STACK
3116" HS GLASS
1/8' HS GLASS
.090" PVB1 OR PVB2
INTERLAYER
1/4' AIR SPACE
316" AN OR HS GLASSY
3/16" TP GLASSY
lr-r GLASS
BITE
ECER
3/8" LAM[ NOM.
GLASS TYPE A, (PVB1),
GLASS TYPE B, (PVB2)
AN = ANNEALED
HS=HEAT-STRENGTHENED
TP=TEMPERED
r-3/16' HS GLASS
.090' PVB1
OR PVB2
INTERLAYER
73 12' GLASS U 1/2' GLASS
BITE BITE
30 80�3
71 N17
•• • • 39
• • • •
a • ...
.. ... .. . 4 .
exrt�+ro.a 7/16" LAM] NOM. rxreRroa
13/16" LAMI IG NOM.
GLASS TYPE C, (PVB1), GLASS TYPE E
GLASS TYPE DAP • • • • • • • •
• •• •• • •• • •
• • • • • • • • • • • •
• • •• • • •• • • • •
PVB1 =.090 TROSIFOte PVB%Y KURAI&YAMERICA, INC.
PVB2 = .090" SAFLEXIKEEPSAFE MAXIMUM PVB BY EASTMAN CHEMICAL CO.
• • • • • • • • • •
• •• •• • • • •• ••
••• • • • ••• • •
. q a wkb AN FkAft
IyWies Ceps 17-0. `l• O )
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F) REORGANIZED SHEETS AND
y UPDATED TO FBC 2017, ADDED
.V TABLE A & ALUM. SUBSTRATE. -
JR - 04110/17
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A. LYNN MILLER P.E.
P.E.# 58705
TART F
DESIGN PRESSURES FOR REINFORCED DOORS, ALL GLASS TYPES
X FRAME
WIDTH
IXXFRAMEJ
I WIDTH
FRAME HEIGHT
10. 79 314"
1 7° - 83 3/4"
1 87 314"
1 91 3/4"
1 8° - 95 314"
30 37 12"
6° 71 3!
+75.0 -75.0
+75.0 � -75.0
+75.0' -75.0
75.0 � -75.0
75.0 -75.0
TABLE 2:
DESIGN PRESSURES FOR REINFORCED SIDE LITES
GLASS
TYPES
FRAME
WIDTH
FRAME HEIGHT
68 - 79 314'
7° - 83 314-
87 3/4'
1 91 3/4-
8° - 95 3/4'
27 3/4'
+75.0
-75.0
-75.0 -75.0
+75.0
-75.0
+75.0
-75.0
A
301/8"
+75.0
-75.0
+71.4 -71.4
+67.6
-67.8
+64.2
-64.236
3/4"
+75.0
1-75_0+75�0
-74.9
+70.4I -70.4
66.8-68.6
-63.1
-63.1DORE36314'
+75.0
-75.0
+75.0 -75.0
+75.0
-75.0
*75.0
-75.0
FOR MAX. SIZES OF COMETNED UNITS, SEE SHEETS 10-13.
DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS
REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE. APPLICABLE EGRESS
REQUIREMENTS TO BE REVIEWED BY AUTHORITY HAVING JURISDICTION (AHJ).
EXAMPLE 1, (USING TABLES 1 & 2): XO WITH GLASS TYPE B,
REINFORCED,
33-1/2" WIDE X 79-3/4" HIGH SINGLE DOOR WITH 18" X 79-3/4"
SIDE LITE (SEE NOTE 8)
DOOR DESIGN PRESSURE = +75 / -75 PSF
SIDE LITE DESIGN PRESSURE =+75 / -75 PSF
OVERALL DESIGN PRESSURE = +75 / -75 PSF
EXAMPLE 3, (USING TABLES 3 & 4): OXO WITH GLASS TYPE C,
UNREINFORCED,
30" WIDE X 87-314" HIGH SINGLE DOOR WITH (2) 26" X 87-3/4"
SIDE LITES (SEE NOTE 8)
DOOR DESIGN PRESSURE = +43.6 / -43.6 PSF
SIDE LITE DESIGN PRESSURE = +47.2 / -47.2 PSF
OVERALL DESIGN PRESSURE =+43.6 /-43.6 PSF
EXAMPLE 5, (USING TABLE 1): X WITH GLASS TYPE A,
32" WIDE X 90" HIGH SINGLE DOOR (SEE NOTE 8)
DOOR DESIGN PRESSURE = +75 / -75 PSF
TABLE 3:
DESIGN PRESSURES FOR UNREINFORCED DOORS, ALL GLASS TYPES
X FRAME
WIDTH
XX FRAME
WIDTH
FRAME HEIGHT
61-79&4"
7°-833/4"
87314"
91314"
8°-95314"
2° 2512"
40 47 3/4"
+68.6 -68.6
+55.4
-55.4
+52.4s -52.4
+49.8 i -49.8
+47.4
-47.4
2712"
51 31#'
+54.9 E -54.9
+51.8
-61.8
+49.0' -49.0
+46.5 -46.5
+44.3
.44.3
2912"
55 3/4"
+51.7 .51.7
+48.8
-48.8
+46.1 ? -46.1
+43.8 ! -43.8
+41.6
-41.6
26 31 12"
50 59 3/4"
+49.0 i -49.0
+46.2
-46.2
+43.6 i -43.8
41.4 -41.4
+39.3
-39.3
28 3312"
54 63 314"
+43.1 ': -43.1
+43.1
-43.1
+41.5 -41.5
+39.3 1 -39.3
+37.3
-37.3
36 irri
67 3/4"
+35.1 -38.1
+38.1
-38.1
+38.1 38.1
+37.5 -37.5
+35.6
-3&6
30 37112-1
6° 71 3/4"
+34.0 1 -34.0
+34.0
-34.0
+34.0 i -34.0
+34.0 -34.0
+34.0
24.0
TABLE 4:
DESIGN PRESSURES FOR UNREINFORCED SIDE LITES
GLASS
TYPE
FRAME
WIDTH
FRAME HEIGHT
ge _ 79 3/4'
1 7° - 83 3/4'
87 3/4'
1 91 3/4'
80- 95 314-
10 3/4'
+75.0
-75.0
+75.0
-75.0
+75.0
.75.0
+75.0
-75.0
+75.0
-75.0
12 3/4'
+75.0
-75.0
+75.0
-75.0
+75.0
-75.0
+75.0
-75.0
+7&0
-75.0
19,
+72.4
-72.4
-68.5
-68.5
+65.0
-85.0
-61.9
-61.9
+59.0
-59.0
A, B,
OREE D
21 3W
+64.5
-64.5
+61.0
-61.0
+57.8
57.8
+55.0
55.0
+52.4
-524
273141
+52.9
-52.9
+49.9
-49.9
+47.2
-47.
+44.7
-44.7
-42.6
-42.6
361/8"
-35.2
-35.2
+35.2
-35.2
+35.
5.2
+35.2
-35.2
+34.4
-34.4
36 314"
1 -34.0
-34.0
+34.0
-34.0
+34.0
34.0
1 +34.0
-34.0
FOR MAX. SIZES OF COMBINED UNITS, SEE SHEETS 10-13.
EXAMPLE 2, (USING TABLES 1 & 2): OXXO WITH GLASS TYPE A,
REINFORCED,
68" WIDE X 85" HIGH DOUBLE DOOR WITH (2) 36-1/2" X 85" SIDE
LITES (SEE NOTE 8)
DOOR DESIGN PRESSURE =+75 /-75 PSF
SIDE LITE DESIGN PRESSURE = +70.4 / -70.4 PSF
OVERALL DESIGN PRESSURE = +70.4 / -70.4 PSF
EXAMPLE 4, (USING TABLES 3 & 4): OXXO WITH GLASS TYPE B,
UNREINFORCED,
71-3/4" WIDE X 95-3/4" HIGH DOUBLE DOOR WITH (2) 36-3/4" X
95-3/4" SIDE LITES
DOOR DESIGN PRESSURE = +34 / 34 PSF
SIDE LITE DESIGN PRESSURE = +34 / -34 PSF
OVERALL DESIGN PRESSURE = +34 / -34 PSF
• •
• • •
EXAMPLE 6, (USING TABLE 1): XX WITH GLASS TYPE A,
•
63-3/4" WIDE X 91-3/4" HIGH DOUBLE DOOR (SEE NOIt,8)
•
DOOR DESIGN PRESSURE =+75 /-75 PSF • •
• • •
NOTES FOR ALL CONFIGURATIONS:
1) FOR CONFIGURATIONS WHICH
CONTAIN A SIDE LITE TO DOOR
CONNECTION, (XO, OX, XXO, OXX,
OXO, OXXO), THE LOWEST DESIGN
PRESSURE SHALL PREVAIL.
2) FULL LENGTH REINFORCEMENT
(ITEM 22 SHOWN IN SECTION E-E,
SHEET 4), IS REQUIRED AT DOOR
TO SIDE LITE CONNECTIONS,
WHEN USING TABLES 1 & 2.
3) DOOR AND SIDE LITE
COMBINATIONS FROM TABLES 3
AND 4 DO NOT REQUIRE
REINFORCEMENT ITEM 22.
4) DESIGN PRESSURES UNDER 40
PSF ARE NOT APPLICABLE IN
MIAMI-DADE COUNTY.
5) FOR DOOR -ONLY
CONFIGURATIONS (X, XX), ONLY
TABLE 1 IS APPLICABLE.
REINFORCEMENT, PART#22, IS
NOT REQUIRED.
6) FOR SINGLE, STAND-ALONE
SIDE LITES (0), ONLY TABLE 2 IS
APPLICABLE. REINFORCEMENT,
PART #22, IS NOT REQUIRED
7) CONFIGURATIONS WHERE THE
DOOR LOCKSTILE ABUTS A
SIDELITE ARE NOT AVAILABLE
WITH REINFORCEMENT.
8) FOR SIZES NOT SHOWN, ROUND
UP TO THE NEXT AVAILABLE SIZE.
(E.G. FOR 32" "X" DOOR WIDTH IN
TABLE 3, USE 33-1/2")
GLASS TYPES (ALL TABLES, THIS SHEET):
A. 3/8" LAM (1/8" A, .090 PVB, 3/16" HS)
•8! 1/8 *11QII (1/8"o?..09 rIB, 3/1�1`!S) • • •
•r• 7/16" MI (3/16•A, .099APVB, 3/16!HS) • •
•D. T/16'tAMI(3/ 16" IRS, .090 PVB, 3M6-H •
•F• 13/16:LAMI IG13(i%' TF.P T/4- AHR*SRAC� l(I- HS, .090 PVB, 3/16" HS)
••• • • • • ••• • •
• • • • • • • • • •
• •• •• • • • •• ••
••• • • • ••• • •
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No. 58705
*
.
'•.y'•
FAO
NAZI\� .
A. LYNN MILLER P.E.
P.E.# 59705
• • • • • • • • • • • •
• • • • • • • • • •
• •• •• • • • •• ••
••• • • • ••• • •
SPACING, SAME AS
JAMB ANCHOR SPACING
(SEE SHEETS 7,8 AND 9)
SEE NOTE 3,
THIS SHEET
MAX.
DLO
MAX.'X' FRAME
TT
\MAX. SL FRAME WIDTH
HORIZ. (DOOR W/ SIDE LITE)
MAX.'XX' FRAME
XXSECT. C-C
WnP17
REINFORCEMENT
NOT REQUIRED FOR
STAND-ALONE'X'
DOORS.
t�
DLO O
REINFORCEMENT
NOT REQUIRED FOR
STAND-ALONE WC
DOORS.
INTERIOR
EXTERIOR
REINFORCEMENT
MAX. SL FRAME WIDTH NOT REQUIRED FOR
STAND-ALONE'O' NOTES:
SIDE LITES.
1) CLEAR OPENING FOR 'X' AND')X DOORS AS FOLLOWS:
62 WIDTH:
'X' DOORS = DOOR FRAME WIDTH - 5.646
• • 'XX' DOOR = DOOR FRAME WIDTH 12 - 4.079
• pdGHt. • E
• • • • •
66 F�ME�-II�HT�32.9' •
V • •
• • 2ID•LI S D'XI! DOORS BY 3/4' WHEN
• • • OSSEMB&WT� E JO',�X'�Q.X&-XXO','OXX' AND'OXXO'
CONFIGURATIONS.
MAX. 3) FULL LENGTH REINFORCEMENT APPLICABLE TO DOOR
DLO • • • • • AND SID ITE COMBINATIONS FROM TABLES 1 AND 2,
• • SHEEj . 15 NOT REQUIRED WTH COMBINATIONS
• • • FROIvyiOBLES 3 ND 4, SH T 2, OWfR1 STAND-ALONE',
SL SECT. F-F • • • )Xli CONFI RAT jpNgRO'
RT T113LL:5 I AND 2.
HORIZ. (SINGLE SIDE LITE) 0•
••• • • • • ••• •
• ••••• • • • • • •
••• • • • •• ••
PRODUCE REVIMD
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�•``�INY LYN(y��''..
�� .•' LICENSE •'• �C
* No.58705
MP
70NAL
A. LYNN MILLER, P.E.
P.E.4 58705
ITEM
DWO #
POT#
DESCRIPTION
SILICONE
STRUCTURAL
POLYISOBUTYLEN 114"NOM.
WITH DESICCANT
EXTGLAS KODISPACE
0 4SG TPS
INT. GLASS
HOT -MELT BUTYL
STRUCTURAL
SILICONE 49 ACTIVE
FOAM 3116" NOM. DOOR
WITH
DESICCANT PANEL
EXT GLASS 81 SUPER
�SPACER�NXT'M LOCK
STILE
INT. GLASS
ALUMINUM
REINFORCEMENT
^
5116' NOM
BUM &
DESICCANT
FOAM
EXT.GIASS ODURASEAL�
SPACER
INT. GLASS o
.1
I 0
POLYISO- DESICCANT FILL AREA o
BUTYL ENE
SEAL 5/16' NOM.
SILICONE SEAL
ROLL -FORMED
STAINLESS STEEL TM
XL EDGE
63
SPACER o 11
EXT. GLASS i O 10
• • • • • •
• • • •
INT. GLASS • •
• • • •:
•••
• • • • •
• • • • • • • •
• • • • • 000
• • • • • •
• • • • • • • •
• • • • • • •
REFERENCE TEST REPORTS: FTL�717, 8968 & 8970 • • • • • • • • • • •
• • • • • • • • • •
1
9438
60411
FRAME HEAD
2
1010
60300
WSTP.,O{ON.190 X.375 HIGH
3
7070
67070K
BULB WEATHERSTRIP .187 X.300 HIGH
4
956
7255X
FLUSHBOLTSTRIKEPLATE
5
938
7936X
2 PT LOCK STRIKEPLATE
6
956
Tom
FRAME HEAD STRIKEPLATE BACKING PLATE
7
7832%12FP1P
#&32X.500PH. FLMS-S.S.W/SIUCONEPATCH
8
995
70995
GASKET (BETWEEN THRESHOLD& FRAME JAMB
9
998
70996
GASKET (BETWEEN HEAD & FRAME JAMB
10
1952A
6533016
FILLER HEAD ADAPTER
11
11000
6110004M
OUTSWING THRESHOLD
12
1670
671670
WSTP,.350 RD FOAM FILL TSLOT MSBURY#32011
13
11004A
611004M
OUTSWING THRESHOLD CHANNEL COVER
14
11001A
411001A
ACETAL SPACER.085 Q THRESHOLD. OPTIONAL
15
11.
01.
ACETAL SPACER.095 0 THRESHOLD, OPTIONAL
16
1iWA
411003A
ACETAL SPACER. 140 0 THRESHOLD, OPTIONAL
20
915D
603W
FRAME JAMB OUTSWING
21
1010
60300
WSTP.,O-LON.190X.375HIGH
22
WX
68608M
REINFORCEMENT, 1.000 XZ750 XO.650, 6Wl-TS
23
1140
7SX112PSATS
08 X 1.5w PH $0 A 17S
24
1048
71048
JAMB SCREW COVER CAP
25
00
41721N
STRIKEPLATEINSERT
26
1118
710X34PFA
#10 %.750 PH. FL SMS
27
7070
67070K
BULB WFATHERSTRIP.IB7X.30DHIGH
30
910D
Wit)
DOOR PANEL TOP& BOTTOM RAIL
31
911E
6911
DOOR PANEL SIDE RAIL
32
917
7FRMO
HINGE EXTRUSION
33
1178
71058FP W,B
#10 X.625 PH. FL. SMS
34
913A
00378M
TRUSS CLAMP
35
1130
07RODA
5'16.18 THREADED ROD
36
990
7890NUTA
5118-18 FLANGED HEX NUT
37
914A
60379M
WEATHERSTRIP CHANNEL
38
7834FPT
#8 X.75 PH FL. TEK
39
997
70997
GASKET BETWEEN PANEL HEADISILL & PANEL STILES)
40
1023
67924G
WSTP., .187 X.250 HIGH, FINSEAL
41
928
41720
SLIDE SOLTASSY. NACTIVE PANEL ONLY
42
1145
76X12FPAW
#6 X.500 PH FL SMS TYPE BDS
43
1212
7P30GG
SILL DUST PLUG (INACTIVE PNL
44
9838
e9B3
DOOR PANEL ASTRAGAL 1 64G
45
2848
0984
DOOR PANEL ASTRAGAL 2(OUTSWING
46
,2138
60z00K
WSTP..010N.190X..HIGH
47
929
74UBLOK
LOCK SUPPORT ASSY. (41707 & 41706)
48
1139
7834E
M1 X.750 PH FL SMS
49
982
FD2PTAY
2 PT. LOCK ASSY.
50
6R,80F5
RUBBERSLEEVE
51
930
41721
STRIKE PL INSERT(INACTIVE PANEL)
52
931
7FRSPX
DEADBOLTSTRIKE PLATE
53
Ills
710)04PFA
#10 X.750 PH FL SMS
54
$57
70057X
HANDLE STRIKE PLATE
55
1118
710X34PFA
#10 X.750 PH FL SMS
80
00D
6920D
SIDEUTE HEADER
61
921D
6921
SIDELITE SILL
62
9168
ewe,
SIDEL7TE JAMB
63
1155
781POA
#e X,. CKIAD PN. SMS
84
998
7986
HEAD GASKETS(STOCKING #70998
65
mg
7999
SILL GASKETS STOCKING#70999
66
934A
61641M
SIDEUTE JAMB ADAPTER
67
012 X 1.Ow SHEET METAL SCREW
70
712853K
SETTING BLOCK, 3132' X 1/4' X 1' W/PSA
71
71267K
SETTING BLOCK, IIIW X 1R' X 1' W/PSA
72
4222A
64222
BEAD. 7110"
73
968
6986
BEAD, 3/8'
74
988
IG BEAD
92
gas
64986
BEAD, INTERIOR
93
22
1224
STP247 ISULB,
THICK (USED IN EXTRUDED BEAD)
94
GLAZING
SILICONE, DOW
699 OR 983
95
GLASS, 318'
LAMI -118" A,
.90 PVS, YlW HS
96
GLASS, 3/8'
LAM - 11W HS,
.90 PV B, L78' HS
97
GLASS. 7116'
LAIA 317e'
A, .90 PVB, 3116' H9
98
GLASS, 7/16'
LAMI - 311T
HS, .9D PVB, 31i8' HS
102
11008A
11005AE
41106A
ACETAL SPACER .295 THRESHOLD, OPTIONAL
1w
SHELF
DEAD BOLT LOCK,MIN,'THROW, GR3 STEEL
104
OFF-THE
SHELF
HMDLE/LATCH ASSEMBLY, MIN 7/16' THROW. GR 3 STEEL
ITEMS
USED
# 17-19,
AND ARE
28, 29, 56-59,
NOT PART
68, 69, 75-79, 84-91 & 99-101 ARE NOT
OF THIS APPROVAL.
P&rt#
p.erlptlon
M.terl.l
80
Korrmetirq 4SG TPS Sp.c• System
See to"s
81
Ouenez Super Spat« nXT wOII Hot Me8 Butyl
82
Duana Dur6s�l
• • • • • • • • • •
PRODUCf DEVISCD
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No. 58705
p ' at
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TE
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' /"ONAL ENS•`•
''1111111101
A. LYNN MILLER, P.E.
P.E.# 58705
�,.750
.062
4.000
1.750
4.100 .062
IDOOR PANEL DOOR PANEL
3� TOP & BOTTOM RAIL 31 SIDE RAIL
6063-T5 6063-T5
3.855
3.111
.550
1.400 .050 T
O FILLER HEAD ADAPTER
6063-T6
3.000 --1
1.272 1.479
+u" vil i
050
0``/FRAME HEAD
6063-T6
oso
.079 1.489
.4}899
I 3.000
OUTSWING THRESHOLD
6063-T6
1.500
125
750
TRUSS CLAMP
34 6063-T5
5,459
6.085
F 1.750 1
4.,00 "` 1
4.675
DOOR PANEL
44 INTERIOR ASTRAGAL
6063-T5
i� .805
.050
683 I� '
1 1
74 3/16" GLAZING BEAD
6063-T5
i - 3.100 --�
60 SL HEADER
s063-TB
-,.7s6�
.062
4.,00
4.675
DOOR PANEL
45 EXTERIOR ASTRAGAL
6063-T5
+---�- �-.363
050
683
1
76 5/8" GLAZING BEAD
6063-T5
1.4 �9
.075 5212
4.588
it
50
I
3.100
6� SLSILL
6063-T6
1.480-1
3 000 .050
ZO DOORFRAME
JAMB
6063-T6
1.578
.890
050
3.000
F)Z SL JAMB
6063-T6
.830
•
•
• ••
i980 •
.050
•
SL JAMB • •
66 AbBPTERO •
6063-T6
i-
.050 ,. 20
.250 --� �---
37 WEATHER
STRIP CHANNEL
6063-T5
/-- 0.375
2L�f
.125
C32} HINGE
6063-T5
172
050
.683 Lf
Q 1. 992
9-
74
IG GLAZING BEAD
6063-T5
.504 -- {
r 360
3 OUTSWING THRESHOLD
• • CrOVER
• • • •6 3- •
000
-24 • • • • •
1:i
• • •
• O •
• • ri TUBE IlULr •
6063A175 •
••• • • • • ••• •
• •• •• • •••••
PRODUCfREVUM
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Aoap,9 N• 1 -0 O
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- 04/10/17
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�!�'• LICENSE•. ���
No.58705
-o
SATA
s'•FtORIDP,.•'•
,,'�S701VAL
A. LYNN MILLER, P.E.
P.E.k 58705
X DOORS,
ALL GLASS TYPES
ANCHOR TYPE 8
SUBSTRATE
2, 3, WOOD
3 ALUM
1,2, CONC
LOAD ZONES
m
<
x
bMAX
a
x
m
<
x
S1
a
,
x
DOOR
FRAME
WIDTH
MAX.
FRAME
HEIGHT
25.50
79.75
83.75
87.75
91.75
95.75
5
2
4
2
5
2
4
2
5
2
4
2
5
2
4
2
6
2
4
2
27.50
79.75
83.75
87.75
91.75
95.75
5
2
4
2
5
2
5
2
6
t24
2
6
2
29.50
79.75
83.75
87.75
91.75
95.75
5
2
4
2
5
2
4
2
6
2
4
2
6
2
4
2
6
2
4
2
31,50
79.75
83.75
87.75
91.75
95.75
5
2
4
2
6
2
4
2
6
2
4
2
6
2
4
2
7
1 2
4
2
33.50
79.75
83.75
87.75
91.75
95.75
6
3
4
3
6
3
4
3
6
3
4
3
7
3
4
3
7
3
4
3
35.50
79.75
83.75
87.75
91.76
95.75
6
3
4
3
6
3
4
3
6
3
4
3
7
3
4
3
7
3
4
3
37.50
79.75
83.75
87.75
91.75
95.75
6
3
4
3
6
3
7
3
7
t34
3
7
3
20-7/8'
MAX. O.C.
6'
MAX. 3
13-1/4" MAX.
/ 23-118"
/ MAX. O.C.
/
MAX.'
/ MAX.
FRAME
84-W HEIGHT
MAX. DLO
40"
\ (TYP•)
249I78\
MAX. DLO \
I
A3
37-12" MAX.
DOOR FRAME WIDTH
TYP. DIMENSIONS OF
SINGLE DOOR, X
HEAD
ZONE'C'
a
/
/
w
w
Z
/
O
N
`
N
F� SILL
ZONE'C'
LOAD ZONES FOR
SINGLE DOOR, X
NOTES:
•• •••
• •
•
•
• ••
1) SEE SHEET 1 FOR GLASS AND ANCHOR TYPE DESCRIPTIONS. • •
• •
• •
•
• •
2) DOORS MAY BE LEFT OR RIGHT-HANDED. • •
• •
• •
• •
• •
3) ANCHOR QUANTITIES ARE BASED ON SPACING AS FOLLOWS (4- MIN. O.C. FOR CONCRETE, 4- MIN. O.C. FOR CMU): • •
JAMBS (ALL): 13.114' MAX. FROM CORNERS AND 23-1I8' MAX O.C.
HEAD 3 SILL OF DOORS: 6" MAX. FROM CORNERS, 9' MAX. FROM ASTRAGAL CENTERS AND 20-7i9"
MAX.
O.C.
4) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE. • • • • •
• •
• • •
000 •
5) FOR ANCHORAGE INSTALLATION DETAILS SEE SHEET 14. • • • •
• • • •
• •
• •
• •
•
• •
• • • •
••• • • • • ••• • •
• • • • • • • • • •
• •• •• • • • •• ••
••• • • • ••• • •
Design Pressure
See Sheet 2, Table 1
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F) NEW SHEET COMBINING SIZE
ELEVATIONS, ZONE ELEVATIONS
' AND ANCHOR TABLES. - JR -
04110/17
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A. LYNN MILLER, P.E.
P.E.X 58705
XX DOORS,
ALL GLASS TYPES
ANCHOR TYPE &
SUBSTRATE
2. 3, WOOD
3ALUM
1 2 C.ONC
LOAD
ZONES
m
x
x
6
a
x
x
x
ca
6
x
x
MAX
DOOR
FRAME
WIDTH
MAX
FRAME
HEIGHT
47.75
79.75
83.75
87.75
91.75
95.75
4
3
4
2
5
4
4
2
5
4
4
2
5
4
4
2
5
4
4
2
51.75
79.75
83.75
87.75
91.75
95.75
5
4
4
2
5
4
4
2
5
4
4
2
5
4
4
2
6
4
4
3
55.75
79.75
83.75
87.75
91.75
95.75
5
4
4
2
5
4
4
2
5
4
4
2
6
4
4
3
6
4
4
3
59.75
79.75
83.75
87.75
91.75
95.75
5
5
4
2
5
5
4
2
6
5
4
3
6
5
4
3
6
5
4
3
63.75
79.75
83.75
87.75
91.75
95.75
5
5
4
2
6
5
4
3
6
5
4
3
6
5
4
3
4
3
67.75
79.75
83.75
87.75
91.75
95.75
6
5
4
3
6
5
4
3
6
5
4
3
7
6
4
3
7
6
4
3
71.75
79.75
83.75
87.75
91.75
95.75
6
5
4
3
6
6
7
g54
7
�' MAXC.
9' MAX.
MAX.
f
3-1/4' MAX.
23-1/8'
/ \ MAX. O.C.
84-3/8' R
M)\X. DLO / 9 MAX.
/
\ / FRAME
.4 HEIGHT
24-9n6\ /
MAX. DLO\ /
-A
7l-N4' MAX. DOOR FRAME WIDTH
TYP. ELEVATION OF XX CONFIGURATION
HEAD
�ZONE'D' ,M HEAD 1
ZONED' I
/ \
/ \ 13.65
a / \ O.C. a
Z O
nOi 91-3/4' N
\ / •• •••
\ / 13-1/4• • • •
•
SILL SILL
ZONED' ZONE "D'
LOAD ZONES FOR XX ZONES FOR XX CONFIGURATION • • •
& ANCHORAGE LAYOUT USED IN EXAM• •
Design Pressure
See Sheet 2, Table 1
NOTES:
1) SEE SHEET 1 FOR GLASS AND ANCHOR TYPE DESCRIPTIONS.
2) DOORS MAY BE LEFT OR RIGHT-HANDED.
3) ANCHOR QUANTITIES ARE BASED ON SPACING AS FOLLOWS (4" MIN.
O.C. FOR CONCRETE, 4' MIN. O.C. FOR CMU):
JAMBS (ALL): 13-114" MAX. FROM CORNERS AND 23-1/8' MAX. O.C.
HEAD & SILL OF DOORS: 6' MAX. FROM CORNERS, 9' MAX FROM
ASTRAGAL CENTERS AND 20-7/8' MAX. O.C.
4) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE.
5) FOR ANCHORAGE DETAILS SEE SHEET 14.
EXAMPLE:
XX WITH GLASS TYPE A,
63-314" WIDE X 91-W4" HIGH DOUBLE DOOR,
ANCHOR TYPE 31NTO WOOD
DESIGN PRESSURE _ +75 / -75 PSF,
SEE EXAMPLE 6, SHEET 2 FOR DP EXAMPLE
DOOR ANCHOR REQUIREMENTS FROM TABLE 6:
6 ANCHORS 0 EACH JAMB
5 ANCHORS EACH DOOR PANEL @ HEAD
5 ANCHORS EACH DOOR PANEL @ SILL
OSEE CIRCLED VALUES ON TABLE 6.
• Wx • DENOTES ANCHOR LOCATION.
• • • • • • •
•• • • • ••
••• • • • • ••• • •
• • • • • • • • • •
• •• •• • • • •• ••
••• • • • ••• • •
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c AND ANCHOR TABLES. -JR-
D4I10/17
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No. 58705
'40:S G
TONAL Is
A. LYNN MILLER, P.E.
RE_"
58705
TABLE 7:
Design Pressure
See Sheet 2. Table 2
17-7/8'
MAX. O.C.
MAX B B HEAD
MAX, -ZONE 'E't
23-tf8'
MAX. O.C.
io m
4 z w
Z Z
O N
E m m
HT Q
F4F
SILL
ZONE E'
38.3/4' MAX.
IDE LITE FRAME WIDTH
TYP. ELEVATION OF LOAD ZONES FOR
SINGLE SIDELITE, O SINGLE SIDELITE, O
NOTES: •• ••• • • • • ' ••
1) SEE SHEET 1 FOR GLASS AND ANCHOR TYPE DESCRIPTIONS. • • • • • • • •
2) ANCHOR QUANTITIES ARE BASED ON SPACING AS FOLLOWS (4- MIN. O.C. FOR CONOR•TE, 4VANeO.C. RDR CML* • • • •
JAMBS (ALL): 131/4- MAX. FROM CORNERS AND 231IW MAX. O.C.
HEAD 8 SILL OF SIDE LITES: 6' MAX. FROM CORNERS AND 24-N4' MAX. O.C.
3) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE. • • • • • • • • • • • • •
• • • • • • •
4) FOR ANCHORAGE INSTALLATION DETAILS SEE SHEET 15. • • • • • • • • • •
• • • . • • • • . • • .
HEIGHT
0 SIDE LITE,
ALL GLASS TYPES
ANCHOR TYPE 3
SUBSTRATE
2, 3, WOOD
3 ALUM
1,2, CONC
LOAD LANES
00
�
ai
O
w
J
m
a
O
m
�
o
w
J
W
b
,
0
MAX
FRAME
WIDTH
FRAME
HEIGHT
10.75
79.75
83.75
87.75
91.75
95.75
4
1
4
1
4
1
4
1
4
1
4
1
4
1
4
1
4
1
4
1
12.75
79.75
83.75
87.75
91.75
95.75
4
2
4
2
4
2
4
2
4
2
4
2
4
2
4
2
4
2
4
2
19.00
79.75
83.75
87.75
91.75
95.75
4
2
4
2
4
2
4
2
4
2
4
2
4
2
4
2
4
2
4
2
21.75
79.75
83.75
87.75
91.75
95.75
4
2
4
2
4
2
4
2
4
2
4
2
5
2
4
2
5
2
4
2
27.75
79.75
63.75
87.75
91.75
95.75
5
2
4
2
5
2
4
2
5
2
4
2
6
2
4
2
6
2
4
2
36.13
79.75
83.75
87J5
91.75
95.75
6
3
4
3
6
3
4
3
7
3
4
3
7
3
4
3
7
3
4
3
36.75
79.75
83.75
87.75
91.75
95.75
6
3
4
3
6
3
4
3
7
3
4
3
7
3
4
3
7
3
4
3
131/4' MAX.
95-3!
84-318'
MAX
MAX.
DLO
FRAM
• • • • • • • • • •
••• • • • ••• • •
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F) NEW SHEET COMBINING SIZE
ELEVATIONS. ZONE ELEVATIONS
' AND ANCHOR TABLES. - JR -
04/10/17
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_ * No.58705
•.• �\
A. LYNN MILLER, P.E.
P.E.B 58705
XO & OX,
ALL GLASS TYPES
ANCHOR TYPE &
SUBSTRATE
2. 3, WOOD 3 ALUM
1,2, CONIC
LOAD ZONES
m
h
O
rn
X
¢
X
m
O
Fa
O
mMAX
x
a
In
X
MAX
SIDE LITE
FRAME
WDTH
MAXX
DOOR
FRAME
WIDTHO
FRAME
HEIGHT
10.75
25.50
79.75
83.75
87.75
91.75
95.75
4
2 1
3 1
5
1 4
2
2
4
4
2
4
5
4
2
2
4
4
2
4
5
4
2
2
4
4
2
4
5
4
2
2
4
4
2
4
6
4
2
2
4
12.75
27.50
79.75
83.75
87.75
91.75
95.75
4
2
4
5
4
2
2
4
4
2
4
5
4
2
2
4
4
2
4
5
1 4
2
2
4
4
2
4
6
4
2
2
4
4
2
4
6
4
2
3
4
19.00
29.50
79.75
83.75
87.75
91.75
95.75
4
3
4
5
4
2
2
4
4
3
4
5
4
2
2
4
4
3
4
6
4
2
2
4
4
3
4
6
4
2
3
4
4
3
4
6
4
2
3
4
21.75
31.50
79.75
83.75
87.75
91,75
95.75
4
3
5
5
4
2
2
4
4
3
5
6
4
2
2
4
4
3
5
6
4
2
3
4
5
3
5
6
4
2
3
4
5
3
5
7
4
2
3
4
27.75
33.50
79.75
83.75
87.75
91.75
95.75
5
3
5
6
1 4
1 2
2
1 4
5
3
5
6
4
2
3
4
5
3
5
6
4
2
3
4
6
3
5
7
4
3
3
4
6
3
6
7
4
3
3
4
36.13
35.50
79.75
83.75
87.75
91.75
95.75
6
4
5
6
4
3
3
4
6
4
5
6
4
3
3
4
7
5
5
6
4
3
3
4
7
5
6
7
3
4
7
5
6
7
4
3
3
4
36.75
37.50
79.75
83.75
87.75
91.75
95.75
6
4
5
6
4
3
3
4
6
4
5
6
4
3
3
4
7
5
5
7
4
3
3
4
7
5
6
7
4
3
1 7
5
6
7
4
3
3
4
ANCHOR QUANTITIES FOR THE DOOR AND SIDE LITE TO BE
DETERMINED INDEPENDENTLY.
9" MAX.
zo-na MAX, D.C.-.{ s MAX•
MAX. I B•e
\
SEE TABLES 14,
\
SHEET 2 FOR
23-118'
REINFORCEMENT
MAX. O.C.
\
REQUIREMENTS.
.
OL
DLO
fr3'F
24-9/16' 1, 33-51W _
I / . DLO MAX. DLO
13-114" MAX.
B-B
37-1/2' MAX. DOOR 3 3
FRAME WIDTH 73-1/2- MAX. DOOR + SIDE LITE FRAME WIDTH
13-1/4' MAX.
95-3/4'
MAX.
FRAME
HEIGHT
36-3/4• MAX SIDE
LITE FRAME WIDTH
TYP. ELEVATION OF XO CONFIGURATION
(OX SIMILAR)
HEAD ZONE D• i HEAD ZONE'E•
9• MAX. zo
8' MAX.
\\ w
w z
z
O
N m
/ •• ••• • •
-7I III •• ••• • •
9'2MAX '�1 t1f •T � •� MAX.•
SILL ZONE •D• �� ZONE: - •
LOAD ZONES FOR XO CONFIGFJRAirION• •
& ANCHORAGE LAYOUT USED IN tMACE : •
(OX SIMILAR)
Design Pressure
Reinforced: I See Sheet 2, Tables 1 & 2
Unroinforced: I See Sheet 2, Tables 3 & 4
NOTES:
1) SEE SHEET 1 FOR GLASS AND ANCHOR TYPE
DESCRIPTIONS.
2) DOORS MAY BE LEFT OR RIGHT-HANDED.
3) ANCHOR QUANTMES ARE BASED ON SPACING AS
FOLLOWS (4" MIN. O.C. FOR CONCRETE, 4- MIN. O.C.
FOR CMU):
JAMBS (ALL): 13-114• MAX. FROM CORNERS AND
23-111 MAX. O.C.
HEAD & SILL OF DOORS: S' MAX. FROM CORNERS,
9• MAX. FROM ASTRAGAL CENTERS AND 20-7/8'
MAX. O.C.
HEAD & SILL OF SIDE UTES: 8' MAX. FROM
CORNERS AND 24.'V4' MAX. O.C.
4) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT
AVAILABLE SIZE.
5) FOR ANCHORAGE INSTALLATION DETAILS SEE
SHEETS 14 & 15.
6) CONFIGURATIONS WHERE THE DOOR LOCKSTILE
ABUTS A SIDE LITE ARE NOT AVAILABLE WITH
REINFORCEMENT.
7) SIDE LITE OVERLAPS DOOR BY 3/4" ONCE
ASSEMBLED.
LKI
of
EXAMPLE: S'C4rfic{ ,.
XO WITH GLASS TYPE B,
36' X 84' SINGLE DOOR WITH 36' X 84' WIDE SIDE LITE,
ANCHOR TYPE 3 INTO CONIC.
DOOR DESIGN PRESSURE _ +75 / -75 PSF
DOOR ANCHOR REQUIREMENTS FROM TABLE 8:
4 ANCHORS @ DOOR JAMB
3 ANCHORS @ DOOR PANEL @ HEAD
3 ANCHORS LID DOOR PANEL @ SILL
4 ANCHORS SIDE LITE JAMB
3 ANCHORS 0 SIDE LITE 0 HEAD
3 ANCHORS ® SIDE LITE @ SILL
• • ••
• • •
• • •
• • •
• • I ) SEE CIRCLED VALUES ON TABLE 8.
X = DENOTES ANCHOR LOCATION.
•• •
• • •
• • • •
• •
••• • • • • ••• • •
• • • • • • • • • •
• •• •• • • • •• ••
••• • • • ••• • •
F) NEW SHEET COMBINING SIZE
.� ELEVATIONS, ZONE ELEVATIONS
' AND ANCHOR TABLES. - JR -
04/10/17
LU 2
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A LYNN MILLER, P.E.
P.E.# 58705
OXO, ALL GLASS TYPES
ANCHOR TYPE &SUBSTRATE
2, 3, WOOD
3 ALUM
1,2, CONIC
LOAD
ZONES
'n
2
o
W
yQQ
W
x
O
LL
m
=
x
m
2
<
o
W
y
x
O
L
NQQ
W
x
x
MAX
SIDE LfTE
FRAME
WIDTH
MAX 'X
DOOR
FRAME
WIDTH
FRAME
HEIGHT
10.75
25.50
79.75
83.75
87.75
91.75
95.75
4
2
7
4
2
3
4
2
7
4
2
3
4
2
7
4
2
3
4
2
7
4
2
3
4
2
7
4
2
3
12.75
27.50
79.75
83.75
87.75
91.75
95.75
4
2
7
4
2
3
4
2
7
4
2
3
4
2
7
4
2
3
4
2
7
4
2
5
4
2
7
4
2
5
19.00
29.50
79.75
83.75
87.75
91.75
95.75
4
3
8
4
2
3
4
3
8
4
2
3
4
3
8
4
2
5
4
3
8
4
2
5
4
J 3
1 8
1 4
2
1 5
21.75
31.50
79.75
83.75
87.75
91.75
95.75
4
3
8
4
2
3
4
3
8
4
2
5
4
3
8
4
2
5
5
3
8
4
2
5
5
3
10
4
2
5
27.75
33.50
79.75
83.75
87.75
91.75
95.75
5
3
8
4
2
3
5
3
8
4
2
5
5
3
8
4
2
5
5
3
1101
4
3
5
6
3
1101
4
3
5
36.13
35.50
79.75
83.75
87.75
91.75
95.75
6
4
8
4
3
5
6
4
8
4
1 3
5
7
5
8
4
1 3
5
7
5
1101
4
1 3
1 5
7
5
1101
4
1 3
1 5
36.75
37.50
79.75
83.75
87.75
91.75
95.75
6
4
1 8
1 4
1 3
1 5
6
4
8
4
3
5
7
5
10
4
3
5
7
5
101
4
3
5
7
5
101
4
1 3
1 5
Ancn�rt
DETERMINED INDEPENDENTLY.
6- y
MAX
23-118'
MAX.
}TO.C.
I
44
2D-7/8" MAX. O.C.
6' MAX. -+{
rf
I
� A -A
6' MAX.
8. MAX.
�
24314' MAX. O.C.
13-1/
/
/
/
•
95.3/4'
MAx
8434r
MAX.
•
DLO
FRAME
HEIGHT
/
\ Ea
33-5W
MAX. OLO
24-9/16-\
MAX. DLO \
A- B-B
36-3/4- MAX. SIDE 3
LITE FRAME WIDTH 37-11T MAX. DOOR
FFRAME WIDTH
109-1/2' MAX. DOOR + SIDE LITE FRAME WIDTH
NOTES:
TYP. ELEVATION OF OXO CONFIGURATION
(NOT AVAILABLE WITH AVAILABLE WITH REINFORCEMENT
ZONE E'-ZONE'P
ZONEE'�
io
Zwp
N
/
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Design Pressure
Reinforced: I WA
Unreintmed: I See Sheet 2, Tables 3 & 4
1) SEE SHEET 1 FOR GLASS AND ANCHOR TYPE DESCRIPTIONS.
2) DOORS MAY BE LEFT OR RIGHT-HANDED.
3) ANCHOR QUANTITIES ARE BASED ON SPACING AS FOLLOWS
(4- MIN. O.C. FOR CONCRETE, 4- MIN. O.C. FOR CMU):
JAMBS (ALL): 13-1/4' MAX. FROM CORNERS AND 23-1$
MAX. O.C.
HEAD & SILL OF DOORS: 6" MAX. FROM CORNERS, 9' MAX.
FROM ASTRAGAL CENTERS AND 20-7/B" MAX. O.C.
HEAD & SILL OF SIDE LITES: 6' MAX FROM CORNERS AND
24-3/4' MAX. O.C.
4) FOR SIZES NOT SHOWN. ROUND UP TO THE NEXT AVAILABLE
SIZE.
5) FOR ANCHORAGE INSTALLATION DETAILS SEE SHEETS
14 & 15.
6) CONFIGURATIONS WHERE THE DOOR LOCKSTILE ABUTS A
SIDE LITE ARE NOT AVAILABLE WITH REINFORCEMENT.
:7)JE E
IE IT O RLjPS•. DOOR BY 314" ONCE ASSEMBLED.
1� SILL I SILL SILO • 000 • • • • •
TT •
ZONE E' ZONE ZO1�.'�� �• •
LOAD ZONES FOR OXO CONFIGURAtICN • • •• ;•
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A. LYNN MILLER, P.E.
P.E.# 58705
• •• •• • • • •• ••
XXO & OXX, ALL GLASS TYPES
ANCHOR TYPE & SUBSTRATE
2. 3, WOOD
3 ALUM
1 2 CONC
LOAD ZONES
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79.75
83.75
87.75
91.75
95.75
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2 1
4
3
6
1_4 1
2
4
2
3
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2
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3
4
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2
3
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6
4
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4
2
4
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55.75
79.75
83.75
87.75
91.75
95.75
4
3
5
4
7
4
2
4
2
3
4
3
5
4
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4
2
4
2
3
4
3
5
4
7
4
2
4
2
3
4
3
6
4
7
4
2
4
3
5
4
3
6
4
8
4
1 2
4
3
5
21.75
59.75
79.75
83.75
87.75
91.75
95.75
4
3
5
5
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2
4
2
3
4
3
5
5
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4
2
4
2
3
4
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4
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5
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4
3
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1 5
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4
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27.75
63.75
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83.75
87.75
91.75
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3
5
5
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4
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4
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5
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6
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4
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5
3
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5
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4
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5
6
3
6
5
8
4
3
4
3
5
6
3
7
6
10
4
3
4
3
5
36.13
67.75
79.75
83.75
87.75
91.75
95.75
6
4
6
5
8
4
3
4
3
5
6
4
6
5
8
4
3
4
3
5
7
5
6
5
8
4
3
4
3
5
7
5
7
6
10
4
3
4
3
5
7
5
7
6
10
4
3
4
3
5
36.75
71.75
79.75
83.75
87.75
91.75
95.75
6
4
6
5
8
4
3
4
3
5
6
4
6
5
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4
3
4
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5
6
5
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4
3
4
3
5
7
5
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4
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4
3
5
7
5
7
6
1 101
4
1 3
1 4
3
5
Arlk,N cWNI I1.w ram r-u --uI iv oc
DETERMINED INDEPENDENTLY.
9' MAX.
2D-718' MAX. O.C.
MAX.
6' MAX.
A -A
i
i
23-1/8"
MAX.. D.C.
I
'24-W4" MAX. O.C.
-B �
- 71.3(4" MAX. DOOR FRAME WIDTH
- 107.314' MAX. DOOR 4 SIDE LITE FRAME WIDTH
TYP. ELEVATION OF XXO CONFIGURATION
(OXX SIMILAR)
�ZONE"D"�
ZONEF'
Z( NE E"�
N
/
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N
N
m
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Design Pressure
Reinforced: See Sheet 2, Tables 1 & 2
Unreinlorced: See Sheet 2, Tables 3 & 4
95-314"
MAX.
FRAME
HEIGHT
36-3/4" MAX.
SIDE LITE FRAME WIDTH
NOTES:
1) SEE SHEET 1 FOR GLASS AND ANCHOR TYPE
DESCRIPTIONS.
2) DOORS MAY BE LEFT OR RIGHT-HANDED.
3) ANCHOR QUANTITIES ARE BASED ON SPACING AS
FOLLOWS (4" MIN. O.C. FOR CONCRETE, 4- MIN. O.C.
FOR CMU):
JAMBS (ALL): 13-1/4' MAX. FROM
CORNERS AND 23-1/8' MAX. O.C.
HEAD & SILL OF DOORS: 6" MAX. FROM
CORNERS, 9" MAX. FROM ASTRAGAL
CENTERS AND 20-7/8" MAX. O.C.
HEAD & SILL OF SIDE LITES: 6" MAX. FROM
CORNERS AND 24-314' MAX. O.C.
4) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT
AVAILABLE SIZE.
09) Ft9R ANT►NORAGE INSTALLATION DETAILS SEE
$HFlFTS*I4 & 15.
• r)C/NFIGSRATIONS WHERE THE DOOR LOCKSTILE
• }.BUTS A SfJ {{fi�t LITE ARE NOT AVAILABLE WITH
RE10ORItEMENT.
LOAD ZONES FOR XXO CONFI6URATIOP • : : •
(OXX SIMILAR) • • •
7) SIDE LITE OVERLAPS DOOR BY 314" ONCE
ASSEMBLED.
••• • • • • •• • •
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04/10117
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A. LYNN MILLER, P.E.
P.E.# 58705
OXXO, ALL GLASS TYPES
ANCHOR TYPE & SUBSTRATE
2' 3,-
1,2, CONC
LOAD
ZONES
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2
6
4
2
3
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4
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1 4
3
5
6
4
8
4
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7
5
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79.75
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91.75
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4
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ANCHOR QUANTITIES FOR THE DOOR AND SIDE: LITE TO BE
DETERMINED INDEPENDENTLY.
20-7/8" MAX. O.C. 9- MAX 9' MAX.
MAX. -1 �-\ 6' MAX. -+{ ��9" MAX. 243/4' MAX. O.C.
L _
23-1/8'
MAX. O.C.
611
/
\
/
•
\
/ \ \
SEE TABLES 1-4,
SHEET FOR
REINFORCEMENT
REQUIREMENTS.
95-:
MA
FRA
84-318"
MAX.
DLO
\
®
/
/
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24-9118\
/
33518•
MAX. OLD \
/
MAX. DLO
I B-B I I I I I I A A I I I I I
3 3
36-3/4' MAX. SIDE 71-3/4" MAX. DOOR FRAME WIDTH
LITE FRAME WIDTH
1433r4' MAX. DOOR • SIDE LITE FRAME WIDTH
TYP. ELEVATION OF OXXO CONFIGURATION
ZONE•E-
ZONE'P
ZONE'F'
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h--
SILL
ZONE'E'
LOAD ZONES FOR OXXO CONFIGURATION
& ANCHORAGE LAYOUT USED IN EXAMPLE
Design Pressure
Reinfbrced: See Sheet 2, Tables 1 & 2
Unrein1broed: See Sheet 2, Tattles 3 & 4
NOTES:
1) SEE SHEET 1 FOR GLASS AND ANCHOR
TYPE DESCRIPTIONS.
q• 2) DOORS MAY BE LEFT OR RIGHT-HANDED.
C.
dE 3) ANCHOR QUANTITIES ARE BASED ON
HT SPACING AS FOLLOWS (4' MIN. O.C. FOR
CONCRETE, 4" MIN. O.C. FOR CMU):
JAMBS (ALL): 13-1/4' MAX. FROM
CORNERS AND 23.1/8' MAX. O.C.
HEAD & SILL OF DOORS: 6' MAX. FROM
CORNERS, 9" MAX FROM ASTRAGAL
CENTERS AND 20-7/8' MAX O.C.
HEAD & SILL OF SIDE LITES: 6' MAX.
FROM CORNERS AND 243/4' MAX O.C.
4) FOR SIZES NOT SHOWN, ROUND UP TO
THE NEXT AVAILABLE SIZE.
5) FOR ANCHORAGE INSTALLATION DETAILS
SEE SHEETS 14 & 15.
6) CONFIGURATIONS WHERE THE DOOR
LOCKSTILE ABUTS A SIDE LITE ARE NOT
AVAILABLE WITH REINFORCEMENT.
7) SIDE LITE OVERLAPS DOOR BY 3/4' ONCE
ASSEMBLED.
EXAMPLE:
OXXO WITH GLASS TYPE B,
71-3/4" WIDE X 95-3/4' HIGH DOUBLE DOOR
WITH (2) 363/4' X 95-3/4" SIDE LITES,
ANCHOR TYPE 21NTO CONCRETE,
DESIGN PRESSURE - -34 / 34 PSF,
SEE EXAMPLE 4, SHEET 2 FOR OP EXAMPLE
DOOR ANCHOR REQUIREMENTS FROM TABLE 11:
4 ANCHORS @ EACH SIDE LITE JAMB
5 ANCHORS EACH DOOR PANEL @ HEAD
5 ANCHORS EACH DOOR PANEL @ SILL
3 ANCHORS EACH SIDE LITE @ HEAD
3 ANCHORS EACH SIDE LITE @ SILL
••• • • • • • ••
JSEECRCLED VALUES ON TABLE 11
• • • • • • • •
• R •= C;WIFES AYCHOFiLO•ATIOM.
•• ••• •• •••
• • • • • • •
• • • • • • • •
••• • • • • ••• • •
• • • • • • • • • •
• •• •• • • • •• ••
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ELEVATIONS, ZONE ELEVATIONS
' AND ANCHOR TABLES. - JR -
04/10/17
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•'•F4ORIDP•.••GN
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A. LYNN MILLER, P.E.
P.E.# 58705
EDGE DISTANCE EDGE
DISTANCE
2X WOOD SEE TABLE I. EDGE DISTANCE —�
BUCK NOTE 1 A. SHEET 1
SEE TABLE
1X WOOD EMBEDMENT vi A, SHEET t
BUCK, NOTE 1 -
EMBEDMENT
114' MAX. SHIM 1/4' MAX. SHIM 1/4' MAX. SHIM
PMDUC FuEvim
SEE TABLE 6SEE TABLE a awpyigwiN dw Fbdk
A, SHEET 1 A, SHEET 1 Cftp�C 17-0
Ea�4aM Date
DOOR HEAD (WOOD) DOOR HEAD (CONC) DOOR HEAD (ALUMINUM)
�a..r i..a. ..tc..•d
EMBEDMENT EMBEDMENT—►{ F) CLARIFIED DETAILS, ADDED
1/4' MAX. SHIM 1/4' MAX SHIM I 114' MAX. SHIM
ALUMINUM. - JR-04I10/17
EDGE DISTANCE EDGE DISTANCE
EDGE DISTANCE
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ANCHORS ANCHORS +Iw
ANCHORS A, SHEET 1 O � 1n CNI O
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2X WOOD 1X WOOD SEE TABLE 0 W o p d to Fa
BUCK, NOTE 1 BUCK, NOTE 1 A, SHEET 1 W U coi W u.°'a �oN
~OW0
DOORJAMB(WOOD) DOOR JAMB (CONC) DOOR JAMB (ALUMINUM) o > $ o
O
J
rSEE TABLE A, SHEET 1 SEE TABLE A. SHEET 1 rSEE TABLE A, SHEET t 0 i'� 1aay5
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00
= H
114' MAX SHIM F-1/4' MAX r 1l4" MAX. SHIM j Z 4 Z
SEE TABLE < W
SEETABLE A, SHEET O LL Z ,J
A, SHEET 1 o
EMBEDMENT EMBEDMENT w
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2X WOOD—�}- EDGE DISTANCE
DISTANCE BUCK NOTE t EDGE DISTANCE
PEDGE
o
DOOR SILL (WOOD)
DOOR•$ILL•ALaJI�IINb�I): ••• ;,�`N` eN
DOOR SILL (CONC) �s"��l%�,
• • • • • • • • • = * No. 58705
1. WOOD BUCKS DEPICTED AS 1x ARE LESS THAN 1 1/2" THICK. 1x WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE OR CMU. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2' _
THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION (AHJ).
O� •. B TE F
2. IF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED, NON -SHRINK, NON-METALLIC GROUT (3350 PSI MIN.), DUNEt OTHER�StIAUSf�C1LLY S�1pPOF�1�E ENTIRE
LENGTH OF AND WOOD THE
SUBSTRATE, SILL
AT I NOT
APPROVED BY THE AUTHORITY HAVING TRANSFER
JURISSHEAR
ONLOAD TO SUBSTRATE. IF SUBSTRATE IS WOOD, 30# FELT PZ :OR WASTIC I. REQUITED BETWEEN gIEGROUT �i,s10NAL
• • • • • <�IT ERIOR 1141f TOR
3. TYP, ANCHOR TYPE, EMBEDMENT & EDGE DISTANCE PER SUBSTRATE, SEE TABLE A, SHEET 1.. • • • (ALL HEAD & SILL SECTIONS) A. LYNN MILLER P.E.
P.E B 58705
• • • • • • • • • •
• •• •• • • • •• ••
••• • • • ••• • •
2X WOOD —+•�
EDGE DISTANCE
SEE TABLEkEEDGE
A. SHEET 1BUCK,
DISTANCE
NOTE 1
�
EMBEDMENT
F71KEET1
EDMENT1X
1/4" MAX. SHIM
WOOD'
BUCK,
NOTE 1
MAX. SHIM
TABLE
SEE TABLE
17MA,SHEET1
A.
SIDE LITE HEAD (WOOD)
114" MAX. SHIM
EMBEDMENT
EDGE DISTANCE
1
SEE TABLE
A, SHEET 1
2X WOOD J
BUCK, NOTE 1
SIDE LITE JAMB (WOOD)
TABLE A, SHEET 1
MAX. SHIM
SIDE LITE HEAD (CONC)
SEE TABLE
A SHEET 1
EMBEDMENT
EDGE DISTANCE
SIDE LITE JAMB (CONC)
r SEE TABLE A, SHEET 1
1X WOOD
BUCK,NOTE1
114" MAX. SHIM
:E TABLE
SHEET 1
°DGE DISTANCE
SEE TABLE
A, SHEET 1
W MAX. SHIM
ISLE
ET 1
SIDE LITE HEAD (ALUMINUM)
1/4" MAX.
1
JEDGE DISTANCE
"_SEE TABLE
A, SHEET 1
SIDE LITE JAMB (ALUMINUM)
rSEE TABLE A, SHEET 1
114" MAX. SHIM
SEE TABLE
EMBEDMENT SEE TABLE _
A,SHEETI
A, SHEET 1 ••
EMBEDMENT
EDGE DISTANCE WOOD
BUCK, NOTE 1 EDGE DISTANCEQE
EDGE DISTANCE • • •
SIDE LITE SILL (WOOD) SIDE LITE SILL (GONG) SILIT•• �S• •R • (4LjKI•NjJ•I:)• •
•• ••• •• • • • ••
1. WOOD BUCKS DEPICTED AS 1x ARE LESS THAN 1 1/2" THICK. 1x WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE OR CMU. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2"
THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION (AHJ).
•• ••• •• ••• •• •
2. IF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED, NON -SHRINK, NON-METALLIC GROUT (3350 PSI MIN.), (DONE BY OTHERS) MUSTFULLY SIOPPORt TFIE ENTIRE
LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE. IF SUBSTRATE IS WOOD, 30# FELT PAr%OR MASTIC I: %QUICED V4EF.N _ME:3ROUT
AND WOOD SUBSTRATE, OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. • • • • • TERIOR• INTERIOR
• • •
3. TYP. ANCHOR TYPE, EMBEDMENT & EDGE DISTANCE PER SUBSTRATE, SEE TABLE A, SHEET 1.. (ALL HEAD & SILL SECTIONS
••• • • • • ••• • •
• • • • • • • • • •
• •• •• • • • •• ••
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F) CLARIFIED DETAILS, ADDED
ALUMINUM. - JR - 04/10/17
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No.58705 *�
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A. LYNN MILLER P.E.
P.E.# 58705
„E„
NOT PART OF
THIS PERMIT
LEFT E1 GVATInKl
RECEIVED
SEP 19 21
NOTE 1. VVN/DOW FRAMEWULLION ANCHORAGE TO MAN STRUCTURE $HALL BE IN STRICT ACCORDANCE
WITH THE UNITS NOTICE OF ACCEPTANCE44EFER TO PRODUCTS CONTROLS.
NOTE 2 ONLY THE OPENINGS THAT ARE IDENTIFICO NTH THEIR PRODUCT$ CONTROL N.OA. DESIGN
PRESSURES, AND SIZE ARE PART OF THIS PERMIT. ALL OTHER OPENNGB ARE HOT PART OF THIS
PERMIT
NOTE 3: THE MAN/ WIND FORCE RESISTING SYSTEM OF THE STRUCTURE(I.E: BEAM3.COLUMNS,FRAMINO,ETC.)
$HALL BE DESOGWDSY OTHERS TO WITHSTAND THE LOADS POSED BY THE GLAZING. NO
CALCULATIONS HAVE DEEN PERFORMED TO VERIFY THEIR ADEQUACY.
NOTE 4 � ALL EGRESS WNDOWS SMALL HAVE A SILL HEIGHT NOT TO E XCECD 44• ABOVE THE FINISHED FLOOR
NOTE 6 : VNNDOW COMPANY SHALL FIELD VERIFY ALL ACTUAL FIELD DIMENSIONS PRIOR TO FABRICATION.
NOTE 6 IT IS THE EXCLUSIVE RESPONSIBILITY OF THE VNNDOW COMPANY TO PROVIDE PRODUCTS THAT
MEET OR EXCEED THE ENERGY VALUES MANDATED BY THE STATE OF FLORIDA. COMPLIANCE WTH
ENERGY VALUES IS BEYOND THE SCOPE OF THIS ENGINEERING REPORT
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SERIES C- 740 ALUMINUM FOXED CASEMENT VAIAXY* L.M.1.
N.O.A.:17.0614.16
ZONE 4' ♦ 47.1 •51 A
GLAZING: Slid' LAMINATED IMPACT RESISTANT GLASS
EXTERIOR LITE: tW ANNALASS
<_ .00' TRONFORL PV$ INTERLAYE R
INTERIOR LITE: IW ANN, GLASS
REVISION
8/28/19
K EA K t L t VA I I U N SERIES CA 740 ALUMINUM CASEMENT WY4DOW4 M.1.
-C W X 61' Qq N.O.A. ; 17.0014.14
SERIES CA-740 ALUMINUM CASEMENT WTNOOWL.M 1. ZONE 4; . 47.1. $I I
N.O.A.•17.01114.14 GLAZING: SMS' LAMINATED IMPACTR28X0TANTOLA8S
ZONE 4: ♦ 47.1 - 61.1 YXTBN OR LrM: fA' ANN.GLASS
GLAZING, 611$' LAMINATED IMPACT RESISTANT GLASS OSO TR OOL PVB INTERLAYER
EXTERIOR LITE: lAr ANNAIA$$ INTERIOR LITE:1l0' ANN. GLASS
.0” TRO$IFOIL PV$ INTERLAYER rot' 27- X 68-3I$' (X)
INTERIOR LITE.'Ir A".OLA88 SERIES CA.740 ALUMINUM CASESCNT VANDOWLL.M.1.
N OA.: 17-XI614.14
ZONE 6: • 47.1 -63.1
71.3/4" X 79.3/4" (DOUB�D=00R) GLAZING: Slid' LAMINATED IMPACT RC31STANT 0LA68
SERIES FD-101 OUTSWIINUM FRENCH DOOR -LMI P XTERIOR LITE. IW ANNA•AGS
N.O.A.: 17-0504,01 .000 1R0*0911.PVB WTERLAYER
ZONE 4: 445.0 '49.0 INTERIOR ll t� IV ANN. GLASS
GLAZING: 319" LAMINATED IMPALT RESISTANT GLASS
EXTERIOR LITE: i/8" ANN GLASS REVISION
.090 TROSI FOIL PVB OR .090 SAFLL"X / KEEPSAFE 8/28/19
MAXIMUM PVB INTERLAYER
INTERIOR LITE: 3/16" H.S. GLASS
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CAR : - P.E.
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DATE: 06/07/19
SCALE: 3/16" = 1'
DWG. BY: M.R.Z.
JOBIW. W2019
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