WS-18-3581 (2)Miami Shores Village
10050 NE 2 Ave
Miami Shores FL 33138
305-795-2204
Location Address
Permit NO.. WS-12-18-3581
Permit Type: Windows/Shutters
c f} Wark.Classification: Window/Door Replacement
Permit Status: Approved
Issue Date: 12/06/2018 1 Expiration: 06/04/2019
Parcel Number
77 NE 105 ST, Miami Shores, FL 1121360060150
Contacts
EZEQUIEL ZYLBERBERG Owner
JESSICA SCHILLING Owner
77 NE 105 ST, MIAMI SHORES, FL 33138
77 NE 105 ST, MIAMI SHORES, FL 33138
Mobile:5617032510 SCHILLINGESI@GMAIL.COM
Other:9546293012
JESSICA SCHILLING Applicant
NEXT BUSINESS CORP Contractor
77 NE 105 ST, MIAMI SHORES, FL 33138
RUBEN JAVIER SEGAL
Other: 9546293012
3440 NE 192 ST AP -A, AVENTURA, FL 33180
Business: 7862854481
Description: INSTALLING 2 WINDOWS Valuation: $ 2,800.00 Inspection Requests:
305-762-4949
TotalSq Feet: 230.00
Fees
Amount
Application Fee - Other
$50.00
CCF
$1.80
DBPR Fee
$2.00
DCA Fee
$2.00
Education Surcharge
$0.60
Scanning Fee
$9.00
Technology Fee
$3.00
Windows/Shutters Fee
$70.00
Total:
$138.40
Building Department Copy
Payments Date Paid
Amt Paid
Total Fees
$138.40
Credit Card 12/06/2018
$138.40
Amount Due:
$0.00
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 iri lion is accurate and that all work will be done in compliance with all applicable laws
regulating construction and zoning. Futhermore, I aut ri4 th aove named contractor to do the work stated.
Authorized Signature: Owner / Applicant /
/ Agent
Date
December 06, 2018 Page 2 of 2
Miami 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
PERMIT APPLICATION
❑ BUILDING ❑ ELECTRIC ❑ ROOFING
KYO4
FBC 201'7
Master Permit No. ,cI
- Z - � s - 31 0 ,
Sub Permit No. WS I8 _3&91
nREVISION ❑ EXTENSION ❑RENEWAL
❑PLUMBING ❑ MECHANICAL [:]PUBLICWORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP
CONTRACTOR DRAWINGS
JOB ADDRESS: C3� '��S s t"e't— 2
City: Miami Shores County: Miami Dade Zip: >3 3 b
Folio/Parcel#: Is the Building Historically Designated: Yes NO
Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE:
OWNER: Name (Fee Simple Titleholder): J f-S-Tc-A, &:44;u f J G
Add
0
ne#. 1ST{ �2`i — 34 It Z
City: �4(y4m( WX-e&S State: 'Lea Zip
Tenant/Lessee Name: Phone#:
Email:
CONTRACTOR: Company Name: Cpc-P`y4o,o,4! Phone#: W1
Address:^ 3410 1-'E 1�12 S-kiet'
City: k�- S cs' State: Zip: 37s)
Qualifier Name: w $-E".4 Sig Phone#:
State Certification or Registration #: CAS 12 r.0419 Certificate of Competency #:
DESIGNER: Architect/Engineer: Phone#:
Address: City: State: Zip:
Value of Work for this Permit: $ 00 l5 Square/Linear Footage of Work:
Type of Work: ❑ Addition ❑ Alteration ❑ New ❑ Repair/Replace ❑ Demolition
Description of Work: Z. V hr
Specify color of color thru tile:
Submittal Fee $ Permit Fee $
Scanning Fee $ Radon Fee $
Technology Fee
Structural Reviews $
( 2G • w
Training/Education Fee $
CCF $ CO/CC $
DBPR $
Notary $
Double Fee $
Bond $
TOTAL FEE NOW DUE $ 139O
(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 on 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 is In the absence of such posted notice, the
inspection will notMapprovedr inspection fee will be charged.
Signature Signature
11
NER"or AGENT I/ Ir0lJITRACTOR
The foregoing instrument was acknowledged before me this
.211 day of 20 1 , by
who i na ly kno n to
me or who has produced
as
identification and who did take an oath.
NOTARY PUBLIC
MAHARAI K. GONZALEZ
# GG 044602
=+: °
MY COMMISSION
E(PIRES: November 2, 2020
Underwriters
'� •o?°
BondedihN Notary Public
c
Print:
Seal:
The foregoing instrument was acknowledged before me
etthis
`V
day of N 0 20 by
J�n -492 Olgr,Lho is personally known to
me or who has produced +- I I LQJ)Se as
identification and who did take an oath.
NOTARY PUBLIC:
Sign:
Print:
Seal:
MAHARAI K. GONZALEZ
EXPIRES: November 2, 24 2002
Bonded Thru Notary Public Underwriters
f
APPROVED BY / Plans Examiner Zoning
Structural Review Clerk
(Revised02/24/2014)
NEXT BUSINESS CORPORATION
Miami December 03, 2018
City Of Miami Shores Village
Building Department
State Of Florida
County Of Miami -Dade
Before me this day personally appeared Mr. Ruben Segal who, being duly sworn,
deposes and says.
That he will be the only person working on the project located at : 77 NE 105
Next &Vness Corporation
Building Contractor
Sworn to and subscribed before me this 04 day of December 2018, By Mr.
Ruben Segal.
l'A'v
naM Tria_J,o
YANADY PRIETO
' MY CO!v'R915S!ON # 2 , 09
" * EXPIRES: March 25, 2019
`: n,t Pub Uruervrtters
3440 NE 192 street unit 4 P-A , Aventura, Florida 33180,
(786)285-4481,Rubensegal@hotmail.com
1
Miami shores Village
Building Department
10050 N.E.2nd Avenue
Miami Shores, Florida 33138
Tel: (305) 795.2204
Fax: (305) 756.8972
Notice to Owner — Workers' Compensation Insurance Exemption
Florida Law requires Workers' Compensation insurance coverage under Chapter 440 of the Florida Statutes. Fla. Stat. § 440.05
allows corporate officers in the construction industry to exempt themselves from this requirement for any construction project prior to
obtaining a building permit. Pursuant to the Florida Division of Workers' Compensation Employer Facts Brochure:
An employer in the construction industry who employs one or more part-time or full-time
employees, including the owner, must obtain workers' compensation coverage. Corporate officers
or members of a limited liability company (LLC) in the construction industry may elect to be
exempt if:
1. The officer owns at least 10 percent of the stock of the corporation, or in the case of
an LLC, a statement attesting to the minimum 10 percent ownership;
2. The officer is listed as an officer of the corporation in the records of the Florida
Department of State, Division of Corporations; and
3. The corporation is registered and listed as active with the Florida Department of
State, Division of Corporations.
No more than three corporate officers per corporation or limited liability company members are
allowed to be exempt. Construction exemptions are valid for a period of two years or until a
voluntary revocation is filed or the exemption is revoked by the Division.
Your contractor is requesting a permit under this workers' compensation exemption and has acknowledge that he or she will not use
day labor, part-time employees or subcontractors for your project. The contractor has provided an affidavit stating that he or she will
be the only person allowed to work on your project. In these circumstances, Miami Shores Village does not require verification of
workers' compensation insurapf a coverage from the contractor's company for day labor, part-time employees or subcontractors.
BY SIGNING BELOW /A�KNOWLEDGE THAT YOU HAVE READ THIS NOTICE AND UNDERSTAND ITS
CONTENTS. f / II
Signature:
State of Florida
County of Miami -Dade +
The foregoing was acknowledge before me this 2- day of Nw 20
By 'e- CGA SChi i ff4ho is pers y kno to a or has produced
IQ
as identi >cation.
Notary.
;oti P I MAHARAI K. GONZALEZ
MY COMMISSION # GG 044602
SEAL: '* ' EXPIRES: November 2, 2020
,.•
oP' Bonded Thru Notary Public Underwriters
FaF;;
Miami Shores 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).
YZ$/18 e'v-SE s A-",Qu'ia / caner Signature Date Print Name
Miami shores Village
Building Department
10050 N.E.2nd Avenue
Miami Shores, Florida 33138
Tel: (305) 795.2204
Fax: (305) 756.8972
REPLACEMENT OF WINDOWS, DOORS AND SHUTTERS.
Permit application must be accompanied by:
Two (2) copies of drawing of the building, showing location of the windows, doors and
shutters to be replaces.
❑ Two (2) copies of the Comparison Chart, with all the required information. (NOA approval
number, size of each opening, (width and height), opening design pressures, and design
pressures for each component taken from the individual NOA, "Notice of Acceptance")
Two (2) copies of State of Florida or Miami Dade County approved NOA for each different
components being installed. (Windows, Doors, Mullions, Fixed Glass, shutter)
❑ Florida Building Code -Existing Building, section 706.4 Replacement of windows and
doors. The replacement of garage doors, exterior doors, skylight, operative and inoperative
windows shall be designed and constructed to comply with Chapter 16 of the Florida
Building Code, Building.
Exceptions:
2. Opening protection exception for High -Velocity Hurricane Zones. For one -and
two-family dwellings constructed under codes prior to September 1, 1994, the
replacement of exterior doors with glazing, sliding glass doors, glass patio
doors, skylights, and operable and inoperable windows within any 12- month
period shall not be required to have opening protection provided the aggregate
area of the glazing in the replaced components does not exceed 25 percent of the
aggregate area of the glazed openings in the dwelling or dwelling unit.
❑ Every bedroom shall have at least 1 egress opening. The minimum opening size: (20" wide x
24" high)
❑ If Owner is doing the work, include the Owner Builder Disclosure.
❑ Require inspections: Buck (if greater than Ix), Framing and Final.
THE ABOVE REOUIREMENTS ARE FOR EXACT RETRO-FIT ONLY. WINDOWS, DOORS AND
SHUTTERS MUST BE INSTALLED AS PER PRODUCT APPROVAL. GROUT OR HYDRAULIC CEMENT
ARE NOT ALLOWED AS INFILL ON THE PERIMETER OF THE WINDOWS OR DOORS UNLESS
SPECIFIED ON THE PRODUCT APPROVAL.
Revised on 7/22/2009;11/17/2014
' I Ili ;11 IACI �` •
IPERMIT #: M, It I
Miami Shcres Village I
APPROVED I BY I DATE
ZONING DEPT
(RER)
f0 CC NIPUANCE WI FH a _l FE_ _Pa_
MIAMI-DADE COUNTY
?DUCT CONTROL SECTION
11805 SW 2I Street, Room 208
Miami, lorida 3 3175-2474
6)315-2590 1 F (786)315-2599
www.miamidade.gov/economy
x.111-XUUU3tl ICZ, 111GT ( [STATE ANv C( I-jN i f Hf L_S F'.2
0MCg ecI notogy Drives , _ _____ .___ • , •
4•.••.
Q o—i h--V enice,.K7342?5' • • • • • • •
.. .. . ... . .
SCOPE: .- ' ' •
This NOA is being issued under the applicable rules and regulations governing the use ol:eaAstr;uction materials. The
documentation submitted has been reviewed and accepted by Miami -Dade County RER -Product Cortrol•S ection •to •
be used in Miami Dade County and other areas where allowed by the Authority Having Jut tltction (A"J')' • • • • •
This NOA shall not be valid after the expiration date stated below. The Miami -Dade Cdd$ty$roduct VAII-ol Sebiibh*
... ..
(In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) res.erv.e the ri.g to have. hrs•..
product or material tested for quality assurance purposes. If this product or material fajls to•1:erforgr in f he accjgt;�: •
manner, the manufacturer will incur the expense of such testing and the AHJ may imined4tely re:tW, /modify, or •
suspend the use of such product or material within their jurisdiction. RER reserves the r?g& toaevokethis.accept3nde,•:
if it is determined by Miarni-Dade County Product Control Section that this product or material •faiis•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.
�ESCRFP-TION:•Series=`ED-101'= luminum. u swngFrench'D'ooYs'�v/wo'Sidelites—L.M:I"]
APPROVAL DOCUMENT: Drawing No. 11005--1 Rev G, titled "Alum. French Door & Sidelites, Impact", sheets 1
through 15 of 15, dated 04/04/2012 and last revised on 09/17/17, prepared by PGT Industries, 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.
NI E- _WII AACT TINGc arge.an 'Sma TmissiiurnpactResis an >
Limitations:
l . Use of Tables I or 2 (sheet 2) requires full length reinforcements (item # 22) for OX, XO, XXO, OXX, OXO and
OXXO configurations. The Iower 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 acid to bereviewed`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 I and evidence pages E-1 & E-2, as well as approval.
document mentioned above.
The submitted documentation was reviewed by Ishaq 1. Chanda, P.E.
rriArrt oe�oe �wy o-n Date. 0ctaber'1'8; 2012
DEC 4 Z D 8 gppro-v_9xprr�ial.Date:_ September 28, 2017
\� I Page I
V Reviewed No Exception _ Rejected
z
Reviewed Exceptions Noted _ Information Only
_ Revise and Resubmit
Reviewed only for general conformance with the
project requirements indicated in Contract Docu-
ments and for consistency with the project design
concept. Corrections or comments made on the
shop drawing or product data submittal do not
relieve the Contractor,frotr, responsibility: for errors,,'>, ,
or omissions in designs for which.1" contractor is "
responsible, for dompliance with all requirements i
of the contract documents and for the safe and suc-
cessful construction of the work. Contractor is also
responsible for dimensions to be confirmed and
correlated at the jobsite,. This review does not con-
sider the means, methods', techniques, sequences,
assembly and operations of construction, or safety,
precautions or programs identical thereto, which
are the sole responsiblity of the contractor.
ANDstud'O
Date: III IS 3 By: � i'� SM,4, Z
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PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
1. Evidence submitted under previous approvals
A. DRAWINGS
I. 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 20" ' ' •
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 Slidj j jo, rJass Dooro o�w/ TpS 0
Super, Cardinal & Duraseal Spacers), prepared by Fenestration Testing LabQstt"r , Inc. .'fest Rep" • • •
No(s) FTL-8717, FTL-8970 and FTL-8968, dated 02/15/16, 06/07/16 and t6A;Vtil6, all signed & .'
sealed by Idalmis Ortega, P.E.(submitted under file #16-0629.17) • • • • • •
2. Test reports on: 1) Uniform Static Air Pressure Test, Loading per Flk FV 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 fixed sidelite (0) w/ insulated laminated
glass, prepared by Fenestration Testing Laboratory, Inc., Test Reports No(s) FTL4864, 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 (5" 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 Butaeite 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 "Satlex 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 �nterjst,
prepared by PGT, dated 05/22/15, signed and sealed by Lynn Miller, P.F. •.� ......
2. Lab compliance as part of the above referenced test report. • • • • •
...... . .. ......
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. Gasaon, RE.. % ......
2. New Evidence submitted ......
A. DRAWINGS • • • • .
1. Drawing No. 11005-1 Rev G, titled "Atom. French Door & Sidelites, Impact", sheets 1 thrdt e 15 of 15,
dated 04/04/2012 and last revised on 09/17/17, prepared by PGT Industries, signed and sealed by Anthony
Lynn Miller, P.E.
B. TESTS
1. None.
C. 1. Anchor verification calculations and structural analysis dated 08/01/17, complying with FBC-
2014 (5Tu Edition) & 2017(6t' 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
DeNernours & 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(6" 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 OLITSWING, 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, ASD.
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.
B) 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
(LBS/FT') FOR THE OPENING USING THE ASCE-7 STANDARD.
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
1/8" 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.
C72),r
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
ON SHEET 2
RATED FOR LARGE & SMALL
MISSILE IMPACT RESISTANCE
TABLE A
Min.
Anchor
Frame
Min. Edge
Embedment
Group
Anchor Type
Member
Substrate
Distance
or Metal
Thickness
--Mir—
—
"
+!M-Eleo UltreCon®
A
Concrete (min. 2.85 ksi)
i
1
F,=155ksl,-&=.177.ksi—
Jamb
Hollow.BiocX(ASTIM GOO )--1--W4L
1y114'
114" 410 SS Elco CreteFlex 0
All
Concrete (min. 3.35 ksi)
13/4,
1-314"
Jamb
Hollow Block ASTM C90
1P
1-114"
2
All
Southern Pine (SG = 0,65)
1-3/8"
F =127.4 ksi, F„=189.7 ksi
All
Southern me (SG = 0.55)
9
1-3/8'
3
#12 Steel SMS (Gr. 5)
All
6063-T5 Aluminum
t/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 FLORIDA BUILDING CODE (FBC), 5TH EDITION
,ASTM E1300.09
°ANSI/AF&PA NDS-2015 FOR WOOD CONSTRUCTION
-ALUMINUM DESIGN MANUAL, ADM-2015
o AISI SIDO-12
o AISC 360-10
318" NOM.
GLASS STACK
3/16" HS GLASS
.090" PV81 OR PVB2
316" AN OR HS
1/2" GLASS
BITE
EXTERIOR
i—`.�
3/8" LAMI NOM.
GLASS TYPE A, (PVB1),
GLASS TYPE B, (PVB2)
AN = ANNEALED
HS=HEAT-STRENGTHENED
TP=TEMPERED
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
7116' NOM.
—GLASS STACK GLASS STACK
3/16" HS GLASS
118" HS GLASS
1/4"AIRSPACE
.090"PVB1
k,
OR PVB2
3116" TP GLASSY
I I
INTERLAYER
112" GLASS l-J 1. I I I �'j 1 /2 BITE
LASS
BITE �I
•
• .
. . 34
•
a
••
....
• • 7
•a
exrEaan NOMi
7/16" LA4%•
• i
•
• • • "'Ona• ♦3116" LAMI IG NOM.
_GLASS TYPE C, (PVB1),
GLASS TYPE E
GLASS TYPE D, (PVB2)
• •••
• • •
•
•
• ••• •••
• • • •
• • • ••• •
• • • • • •
PVB1.090%TR cOSIFOL"�e•PV9$Y•
• • •
• • • •
KURA%f AMIVCA, INC.
PVB2 = .090" SAFLEX/KEEPSAFE MAXIMUM PVB BY EASTMAN CHEMICAL CO.
••• • • • • ••• • •
• • • • • • • • • •
• •• •• • • • •• ••
••• • • • ••• • •
as aa+altll� wrl• �u� 11wIM
wwl,cc•a. 17-o SaY. o
Aocepl�etc N�
t'.rMd
F) REORGANIZED SHEETS AND
UPDATED TO FBC 2017. ADDED
' TABLE A & ALUM. SUBSTRATE. -
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TABLE
DESIGN PRE - URES'FORREIRFORCED - S, AL EEC
X FRAME d3bMAMEJ3-
WIDTH
WIDTH
--- FRAME HEIGHT
6g - 79 314"
1 s/° - 83 314"
1 87 3/4"
1 91314-
8° - 95 3/4"
3° 37 1/21
6' 71 31
+75.0 .75 0
75.0 ; -75.13
+75.0 4S.0
75.0 i -75.0
75.0 -76.0
TABLE 2_
DESIGN PRESSURES FOR REINFORCED SIDE LITES
GLASS
TYPES
FRAME
WIDTH
FRAME HEIGHT
68 - 79 3/4"
7° - 83 3/4"
1 87 3/4"
91 3/4'
1 8° - 95 3/4"
27 314'
+75.-75.0+75
1 -75.0
+75.0
.75.0
A
36 11W
+
+7&0
-75.0
+71.4
-71.4
i
+67B j -67.6
+64.2
-64.2
36 3/4'
+75.0
-75.0
+74.9
-74.9
+70.4
-70.4
66.6 j -66.6
+63.1
-63.1
36 3/4"
+75.0
-75.0
-75.0
-75.0
+75.0
-75.0
+75., ! -75,0
+75.0
-75.0
FOR MAX. SIZES OF COMBINED 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 WffH GLASS TYPE B,
REINFORCED,
33-112" 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
68 - 79 3/4"
7° - 83 3/4"
1 87 3/4"
913/4"
8'- 95 3/4"
2° 251/2"
49 47 34'
+58.61 .58.6
+55.4
-55.4
+52.4 i -52.4
+49.81 -49.8
+47.4
-47.4
271/2"
51 3/4"
+54.91 -54.9
+51.8
-51.8
+49.0 -49.0
+46.5 46.5
+44.3
-44.3
291 2"
55 3J4"
+51.7 [ -51.7
+48.8
48.8
+46.1 i 46.1
+43.8 -43.8
+41.6
-41.6
26 31 1/2"
50 59 314"
+49.0 1 -49.0
+46.2
-46.2
+43.61 43.8
41.4 -41.4
+39.3
-39.3
28 33112"
54 63 34'
+43.1 -43.1
+43.1
43.1
+41.5 ' 41.5
+39.3 -39.3
+37.3
-37.3
351/2"
67 3/4"
+38.1 36.1
+38.1
-38.1
+38.1 .38.1
+37.5 -37.5
+35.8
35.6
30 37 la
69 71 34'
+34.0 ` .34.0
+34.0
-34.0
+34.0 ' -34.0
+34,0 ; .34.0
+34.0
TABLE 4'
DESIGN PRESSURES FOR UNREINFORCED SIDE LITES
GLASS
TYPE
FRAME
WIDTH
FRAME HEIGHT
61- 79 3/4+
1 70 _ 83 3/4"
87 314"
91 3W
8° - 95 3/4"
10 3/4"
+75.0
-75.0
1 -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
+75.0
-75,0
19"
+72.4
-72.4
+68.5
-88.5
+65.0
-65.0
+61.9
-61.9
+59.0
-59.0
A, B, C,D
OR E
21 3/4'
+64,5
-64.5
+61.0
-61.0
+57.8
57.8
+55.0
' 55.0
+52.4
-52.4
27 3/4'
+52.9
-52.9
+49.9
49.9
+472
47
++44.7
44.7
+42.6
42.6
361/8'
+35.2
-35.2
+35.2
-35.2
+35,
-35.2
+35.2
.352
+34.4
-34.4
36 314"
+34.0
-U.0
+34.0
-34.0
+34.0
-34.0
+34.0
-34.0
+34.0
-34.0
FOR MAX. SILts 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 = +70A / -70.4 PSF
EXAMPLE 4, (USING TABLES 3 & 4): OXXO WITH GLASS TYPE B
UNREINFORCED,
71-3/4" WIDE X 95-314" 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•,% • •
63-3/4" WIDE X 91-3/4" HIGH DOUBLE DOOR (SEE NOTE 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):
• •3I I (1/8,* A, ,0 PjB, 3/16V ►48) • • •
• B•3/8" iAMI (1/8• YZ, .1iVB, 3/16; AS) i
• t•7/16• I•AMi (3t16141k, V901PVIB, 3016" HS) •
dD. 7/16:LAM I (3/16':HeA PVB,•J41S" HSj •
E. 13/16" LAMI IG (3/16" TP, 1/4" AIRSPACE, 1/8" HS, .090 PVB, 3/16" HS)
••• • • • • ••• • •
• •• •• • • • •• ••
••• • • • ••• • •
NoDUC f REVISED
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SPACING, SAME AS
JAMB ANCHOR SPACING
(SEE SHEETS 7,8 AND 9)
SEE NOTE 3,
THIS SHEET
3/4'
r MAX. -7
DLO IXI SECT. D-D
HORIZ.
MAX. SL FRAME WIDTH —1
MAX
F DLO
CI CFr T G-F
HORIZ. (DOOR W/ SIDE LITE)
REINFORCEMENT
NOT REQUIRED FOR
STAND-ALONE 'X'
DOORS.
REINFORCEMENT
MAX. SL FRAME WIDTH NOT REQUIRED FOR
STAND-ALONE 'O'
MAX.
DLO
SL SECT. F-F : •:
HORIZ. (SINGLE SIDE LITE) •�•
INTERIOR
EXTERIOR
1VV 1 CO.
1) CLEAR OPENING FOR 'X' AND XX DOORS AS FOLLOWS:
WIDTH:
'X' DOORS = DOOR FRAME WIDTH - 5.646
'XX' DOOR = DOOR FRAME WIDTH 12 - 4.079
HEIGHT:
• • • • • DOOR FRAME HEIGHT -3.259-
2j dE LIMES •VE$LA:'X'@4.7•xx, DOORS BY 3/4- WHEN
• •• �$ BL♦<D 10 MAKEdXO'9'OX','OXO''XXO','OXX'AND'OXXO'
M • WIN GU1ATIONJ • • •
• ••• •• • • • •
3) FULL LENGTH 4IN01ORWMENT APPLICABLE TO DOOR
AND SIDE LITE COMBINATIONS FROM TABLES 1 AND 2,
SHEET 2. ITEM 22 IS NOT REQUIRED WITH COMBINATIONS
w • • ROM TABLES 3 AND 4, SHEET 2, OR WITH STAND-ALONE'01,
• ,C &'XX'•CaNFIGURA&IWV 1`13" JABLES 1 AND 2.
•••
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A. LYNN MILLER, P.E.
P.E.# 58705
ITEM DWG # IP0T# DESCRIPTION SILICONE
1 943B 60411 FRAME HEAD
2 1010 80300 WSTP.,O4-ON.190 X.375 HGH
3 7070 67070K BULB WEATHERSTTBP .187 X.300 HUH STRUCTURAL 1147 NOM.
4 955 7955x FLUSHBOLT STRIKEPLATE POLYISOBUTYLEN
5 938 7938x 2 PT. LOCK SIRIKEPLATE WITH DESICCANT
6 956 79SA FRAME HEAD STRIKEPLATE BACKING PLATE
7 7832Xl2FP)P#&32X.500PH.FL.NIS-S.S.WISIUCONEPATCH �KODISPACE
- --- -"'- -'-"----"--"----.._._ _ __..._ ...._. EXT. GLASS */,I1+°1 -- — --oll��
—
STRUCTURAL
SILICONE
FOAM
WITH
DESICCANT
EXT.GLASS—v
BUTYL &
DESICCANT
FOAM
EXT.GLASS—.
POLYISO-
BUTYLENE
SEAL
ROLL -FORMED _
STAINLESS STEEL
EXT.GLASS—
INT. GLASS
AELT BUTYL
3116" NOM.
SUPER
SPACER®NXTT'"'
NT. GLASS
ALUMINUM
5/16"
(� DURASEAL®
J SPACER
-INT. GLASS
DESICCANT FILL AREA
5/1'6" NOM.
—SILICONE SEAL
XLEDGE
/
63 SPACER
GLASS
Parts
L3aacrLPtion
Materisl
80
Kom erling 4SG TPS Space System
81
Quanex Super Spacer nXT wah Hot Melt Butyl
See tna
Sheet for
82
Quanex Dureseat Spacer
Materials
83
CarNmal)L Edge Spacer
REFERENL:E I ES I REPOR75: 1- 1 L-S7T (, 8&bb & 69fU
USED AND ARE NOT PART OF THIS APPROVAL.
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1.750
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1.750
1
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DOOR PANEL DOOR PANEL
i 30) TOP & BOTTOM RAIL �31 SIDE RAIL
6063-T5 6063-T5
3.655
3.111
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( 45 EXTERIOR ASTRAGAL
6065-T5
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750 050 .683 050
683
304TRUSS CLAMP 74%4� 3/16" GLAZING BEAD / 5/8" GLAZING BEAD
34 6063-T5 � 6063-T5 i 76 6063-T5
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.075 5.212
4.586
,� OUTS 063-WING THRESHOLD �66 SL HE 6 ER (61 SL SILL
050
3.000 -_
%2 DOORFRAME
JAMB
6063-T6
�,.578
--� .890%-
i
.050
3.000
62 SL JAMB
6063-T6
O50 1.620
37 WEATHER
STRIP CHANNEL
6063-T5
0.375
2.125
L T- 125
i32HINGE
6063-T5
�--.172
f 050
683
1.092 -�--
f74:)IG GLAZING BEAD
, 6063-T5
-►{ .830
rl�.360
.055
_...i
OUTSWING THRESHOLD
13 CHANNELCOVER
• • •
• • 6063-T6
•
•� •
.050 •• •
••• • • • •
• • • • 1.000
• • • •
�L J44B
• .650 •.�25
• • • • •
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y - 04/10117
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NO.58705
"0NA� tENG`��
A. LYNN MILLER, P.E.
P.E A 58705
••• •• •• • • • • • •
X DOORS,
ALL GLASS TYPES
ANCHOR TYPE &
SUBSTRATE
2, 3, WOOD I
3 ALUM
1,2, CONC
LOAD ZONES
m
�
X
U
a
Q
X
m
�
X
U
a
q
X
MAX
DOOR
WIDTH RA
MAx
!SIGHT
25.50
79.75
83.75
87.75
91.75
95.75
5
2
1 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
4
2
5
2
4
j 2
6
2
4
2
6
2
4
2
29.50
79.75
83.75
87.75
91.75
95.75
5
2
4
i 2
5
2
4
1 2
6
2
4
2
6
1 2
4
2
6
2
4
1 2
31.50
79.75
83.75
87.75
91.75
95.75
5
2
4
2
6
2
4
2
6
2
4
1 2
6
2
4
2
7
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
1 4
3
7
3
1 4
3
7
3
4
3
35.50
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
37.50
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
Design Pressure
See Sheet 2, Table 1
20-7/8"
MAX. O.C.
MAX P
q A
HEAD
ZONE "C'
13-114" MAX.
/
F) NEW SHEET COMBINING SIZE
A
/
ELEVATIONS, ZONE ELEVATIONS
/
/
23-lAr
MAX. O.C.
/
/
�o
AND ANCHOR TABLES. - JR -
04/10117
/
- 95-3/4"
Q
/
a
/
MAX.
FRAME
z
/
LU
�3/8.
HEIGHT
N
(
N
D' w
O
v
?
MAX. DLo
rc
O
\\
O C,4
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loa
O
D
4
l ,�.,
I
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a
o
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1
\
O - o %
Z
W
24-9/16\
MAX. DLO \
\
\
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J
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n
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\
\
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,xaU
HMO
Wo a
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Z u
O
3
ZONE "C
.6
O
_j
37-1/'2'MAX.
DOOR FRAME WIDTH
c
n
TYP. DIMENSIONS OF
LOAD ZONES FOR
®
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=
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F
SINGLE DOOR, X
SINGLE DOOR, X
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X
NOTES:
E� cln", i
arur
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``„ l r r /
1) SEE SHEET 1 FOR GLASS AND ANCHOR TYPE DESCRIPTIONS.
• • • • • • •
LYN
��`` ONY /y�
•
2) DOORS MAY BE LEFT OR RIGHT-HANDED.
• •
00
•
'f`�
•
3) ANCHOR O LANT 31E BARE BASED ON SPACING AS O.C. FOR CONCRETE, 4" MIN. O.e.fOR 1.14): • • � • •
: •:
: •
No. 58�
` 1R' �
BFROM CORNERS AND 23OLL MAX OAIN.
HEAD & SILL OF DOORS: MAX. CENTERS
•
•
6" FROM CORNERS, 9- MAX. FROM ASTRAGAL
AND 20-7/8- MAX. O.C.
X
4) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE.
• • • •
rT ••..
5) FOR ANCHORAGE INSTALLATION DETAILS SEE SHEET 14.
•
• : •••
• • •
lOFtlDP-
i %S4ONAL B�G�
•
• • • • • • • • • • •
rrrr111111111`
• • • •
•
• • •
A. LYNN MILLER, P.E.
•
•
RE. 1t 587D5
TABLE 6:
XX DOORS,
ALL GLASS TYPES
ANCHOR TYPE &
SUBSTRATE
2, 3, WOOD
3ALUM
1 2, CONC
LOAD
ZONES
Q
-a,
X
5
N
4
_
X
Q
f
X
0
N
a
_
X
MAXDOOR
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
1 4
2
5
4
4
2
5
4
4
2
5
E4
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
63.7
717
83.75
87.75
91.75
95.75
5_
5
4
�Z
6
5
4
3
6
5
4
3
6
5
4
3
7
6
4
3
67.75
74.75
83.75
87.75
91.75
95.75
6
5
4
3
6
5
4
3
6
5
5
4
3
7
4
3
7
6
4
3
71.75
79.75
83.75
87.75
91.75
95.75
6
6
6
"54
7
7
6"
MAX.
�--�}- 20.7/S' MAX. O.C.
� IsII r--
HEAD
ZONED' MAX.HEAD
13.05"
¢ / O-C
z Z
91.3/4- ON
\ / 13-114"
4•�- 20-711 9• 6° MAX.
SILL M°'X' Fs- SILL
ZONE "D" �- ZONED"
63-3/4'
LOAD ZONES FOR XX CONFIGURATION
& ANCHORAGE LAYOUT USED IN EXAMPLE
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): 13-1/4" MAX. FROM CORNERS AND 23-IIW 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 91314" HIGH DOUBLE DOOR,
ANCHOR TYPE 31NTO WOOD
DESIGN PRESSURE = -751-75 PSF,
SEE EXAMPLE 6. SHEET 2 FOR DP EXAMPLE
DOOR ANCHOR REQUIREMENTS FROM TABLE 6:
6 ANCHORS @ EACH JAMB
5 ANCHORS EACH DOOR PANEL @ HEAD
5 ANCHORS EACH DOOR PANEL @ SILL
OSEE CIRCLED VALUES ON TABLE 6.
go
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F) NEW SHEET COMBINING SIZE
N ELEVATIONS, ZONE ELEVATIONS
0 AND ANCHOR TABLES. -JR-
04/10/17
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' 4/I1u111
A. LYNN MILLER, P.E.
P.EJF 58705
O SIDE LITE,
ALL GLASS TYPES
ANCHOR TYPE 8
SUBSTRATE
2, 3, WOOD 1
3 ALUM
1 2 CONC
LOAD ZONES
w
i J
I J
m ! o)SIDE
< _
O i 0
m
<
a
O
w
J
J
rn
,
O
MAX
LFrE
FRAME
WIDTH
FRAME
HEIGHT
10.75
79.75
83.75
87.75
91.75
95.75
4 1
4
1
4 I 1
4
1
4 1
4
1
4 j 1
4
1
4 j 1
4
1
12.75
79.75
83.75
87.75
91.75
95.75
4 1 2
4
2
4 i 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 i 2
4
2
2
4
2
Efl 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
83.75
87.75
91.75
95.75
5 { 2
4
2
5 2
4
2
5 1 2
4
2
6 2
4
2
6 2
4
2
36.13
79.75
83.75
87.75
91.75
95.75
6 ' 3
4
3
j 3
4
3
j 3
t7l
4
3
3
4
3
7 ( 3
4
3
36.75
79.75
83.75
87.75
91.75
95.75
6 j 3
4
3
6 3
4
3
7 3
4
3
7 j 3
4
3
7 3
4
3
17-7/8"
� M
O.C.C.
MAX. 3
6"
23.1/8'
MAX. O.C.
F-F
4
13-1/4' MAX.
f
I
84-318"
w
MAX.
DLO
FRP
HEK
33-5/8"
MAX. DLO
3
36-3(4" MAX.
IDE LITE FRAME WIDTH
TYP. ELEVATION OF
SINGLE SIDELITE, O
14"
K.
NE
HT
HAD
_
ZONE"E'�
Y
z
O
SILL
ZONE'E' �l
LOAD ZONES FOR
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 CONCRETE.
4" MIN. O.C. FOR CMU)JAMBS • •
• • •
.00
• • • • •
M CORNERS AND
• • • • • •
•
• • `�
H AD &(SILL OF SIDE L ES 6O MAX. FROM CORNERS AND 24-3/4" MAX. O.C.
• •
•
Soo
3) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE.
4) FOR ANCHORAGE INSTALLATION DETAILS SEE SHEET 15.
• • • • •
•
•
• • •
•
• • •••
•••
• •
•••
. • •
•
•
•
•
•
•
• • • •
• •
see
•
•
•••
•••••
• •
•
• •
••
Design Pressure
See Sheet 2, Table 2
rRoDuC f REY16w
m a wplylq will• dw nm*W
Ne Ampt. e) -U •O J
f.1/Jr4iw 0•te, j;2.ga2-
Awb �ef.�rwi
F) NEW SHEET COMBINING SIZE
.y ELEVATIONS, ZONE ELEVATIONS
' AND ANCHOR TABLES. - JR -
r 04/10/17
04
IX
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44,
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S1ONAL EN `
A. LYNN MILLER, P.E.
P.E.# 58705
Xo & oX,
ALL GLASS TYPES
ANCHOR TYPE &
SUBSTRATE
2, 3, WOOD 3 ALUM
1,2, CONC
LOAD
ZONES
i
w
J
- ! 4
m `pQ
j i
p j 0
7JJ]
J
N
a
i
x
G
m
x
m
m
O
w
J
a
O
p
J
4
8
X
Q
m
X
MAX
SIDE UTE
FRAME
WIDTH
MAXx
DOOR
FRAME
WIDTH
MAX
FRAME
HEIGHT
10.75
25.50
79.75
83.75
87.75
91.75
95.75
4 2
3
1 5
4
2
2
4
4 1 2
4
5
4
2
2
4
4 2
4
5
4
2
2
4
4 2
4
5
4
2
2
4
4 1 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
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 1 3
4
6
4
2
3
4
4 1 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 i 3
5
6
4
2
2
4
4 3
5
6
4
2
3
4
5 3
5
6
4
2
3
4
5 1 3
5
7
4
1 2
3
4
2775
33.50
79.75
83.75
87.75
91.75
95.75
5 3
5
6
4
2
4
5 3
5
6
4
2
_2
3
4
5) 3
5
6
4
2
3
4
6 3
5
7
4
3
3
4
6 13
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 1 4
5
6
4
3
3
4
7 j 5
5
6
4
3
3
4
7 j 5
6
7
3
4
7 l 5
6
7
4
3
3
4
36.75
37.50
79.75
83.75
87.75
91.75
95.75
6 j 4
5
6
4
3
3
4
6 4
5
6
4
3
3
4
7 5
5
7
1 4
3
3
4
7 5
6
7
1 4
3
7 5
6
7
4
3
3
4
ANCHORQUA 11 I ItS FUR 1 Ht UUUR ANU JIUt Lift 1 V dt
DETERMINED INDEPENDENTLY.
9' MAX.
20-718" MAX. O.C. 6" MAX.
6" __� A -A 1 J
MAX. 1 1 3 1 1
\
J-
\
23-1/8"
MAX. O.C.
\
84-3/8'
MAX-
DLO /
//\ '
i- _
13-1/4' MAX.
37-12' MAX. DOOR _
FRAME WIDTH
DLO
SEE TABLES 1-4,
SHEET 2 FOR
REINFORCEMENT
REQUIREMENTS.
33-5/8'
MAX. DLO
73-1/2" MAX. DOOR + SIDE LITE FRAME WIDTH
I
13-1 /4" MAX.
95-3/4'
MAX.
FRAME
HEIGHT
f
36-3/4" MAX. SIDE
LITE FRAME WIDTH
TYP. ELEVATION OF XO CONFIGURATION
(OX SIMILAR)
HEAD ZONE HEAD 60N� ^ --}
9' MAX. -��
\
w
Z
N�
\
O
m
m
/
a
/
9 2 8" 6- MAX.:AX.
�-- SILL ZONE "D" -t-- SILL ZONE "E"
LOAD ZONES FOR XO CONFIGURATION •. •
& ANCHORAGE LAYOUT USED IN EXAMPLE'
(OX SIMILAR)
Design Pressure
Reinforced: Sea Sheet 2, Tables 1 & 2
Unrelnforced: 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 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'
READ
MAX. O.C.
& SILL OF SIDE LITES: 6" MAX. FROM
CORNERS AND 24J/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.
mcla ra
erg
-�yalsarati• 17-oSU4•o�l
EXAMPLE:
XO WITH GLASS TYPE B.
36' X 94" SINGLE DOOR WITH 36" X 84" WIDE SIDE LITE,
ANCHOR TYPE 31NTO CONC.
DOOR DESIGN PRESSURE • +75 /-75 PSF
DOOR ANCHOR REQUIREMENTS FROM TABLE 8'
4 ANCHORS @ DOOR JAMB
3 ANCHORS @ DOOR PANEL @ HEAD
3 ANCHORS @ DOOR PANEL @ SILL
4 ANCHORS @ SIDE LITE JAMB
3 ANCHORS @ SIDE LITE @ HEAD
3 ANCHORS @ SIDE LITE @ SILL
•
• • N 7•SRE ARCYED WAUJES OtPTOLE 8.
\/ • • • ••
X = DENOTES ANCHOR LOCATION.
F) NEW SHEET COMBINING SIZE
w ELEVATIONS, ZONE ELEVATIONS
' AND ANCHOR TABLES. - JR -
04/10/17
U
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A. LYNN MILLER, P.E.
RE # 58705
OXO, ALL GLASS TYPES
ANCHOR TYPE & SUBSTRATE
2, 3, WOOD
3 ALUM
1 2, CONC
LOAD
ZONES
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WIDTH
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DOOR
FRAME
WIDTH
MAX
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 1 2
7
4
2
3
4( 2
7
4
2
3
42
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 3
8
4
2
5
21.75
31.50
79.75
83.75
87.75
91.75
95.75
4 1 3
8
4
2
3
4 3
8
4
1 2
5
4 3
8
4
1 2
5
5 1 3
8
4
1 2
5
53
101
4
1 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 1 3
8
4
2
5
63
10
4
3
5
6' 3
10
4
3
5
36.13
35.50
79.75
83.75
87.75
91.75
95.75
6! 4
6
4
3
5
T1 4
8
4
3
5
7 5
8
4
3
5
7! 5
10
4
3
5
7 5
10
4
3
5
36.75
37.50
79.75
83.75
87.75
91.75
95.75
6 4
8
1 4
1 3
5
6 j 4
8
4
3
5
77 5
101
4
1 3
5
7 1 5
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4
1 3
5
715
1 0
4
1 3
5
AIVIiY W-1II IICJ r'tJR i- vWra-, "---
DETERMINEDINDEPENDENTLY.
2a7/8" MAX. O.C.
6" MAX.
6"
6" MAX. I
24-3/4' MAX. O.C.
MAX. 3B
I
1
13-1f4" MAX.
23-1/8'
MAX. O.C.
/
95-3/4"
MAX.
\84-3/8"
®
FRAME
MAX.
DLO
HEIGHT
E4
\ 4
4
33-5/8'
24-9116-\
MAX. DLO
MAX. DLO \
36-314" MAX. SIDE 7 1 j 3
LITE FRAME WIDTH 37-1/2' MAX. DOOR
FRAME WIDTH
109-112" MAX. DOOR + SIDE LITE FRAME WIDTH
NOTES:
TYP. ELEVATION OF OXO CONFIGURATION
LOTAVAILABLE WITH REINFORCEMENT
y� HEAD HEAD HEAD
ZONE "E" ZONE "F" � ZONE -E.
/
�SILL
•-
ZONE"E'�
ZONELF"�Z
ONE 'E" •
\I
Des19n Pressure
Reinforced: WA
Unreinbrced: 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 23-1/8'
MAX. O.C.
HEAD & SILL OF DOORS: 6' MAX. FROM CORNERS, 9' MAX.
FROM ASTRAGAL CENTERS AND 20-718" MAX. O.C.
HEAD & SILL OF SIDE LITES: 8" 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.
• • J) SIj1E 4TE OVERLAPS DOOR BY 3/4" ONCE ASSEMBLED.
• '
LOAD ZONES FOR OXO CONFIGURATIOhi.' ; • •
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04/10✓17
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A. LYNN MILLER. P.E.
P.E.# 58705
Y)
XXO & OXX, ALL GLASS TYPES
ANCHOR TYPE & SUBSTRATE
2, 3, WOOD
3 ALUM
1,2, CONC
LOAD
ZONES
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FRAME
WIDTH
MAX 'kC
DOOR
FRAME
WIDTH
MAX
FRAME
HEIGHT
10.75
47.75
79.75
83.75
87.75
91.75
95.75
4
2
4
3
6
4
j 2
4
2
13
4
2
5
4
7
4
1 2
4
2
3
4
2
5
4
7
4
2
4
2
3
4
2
5
4
7
4
2
4
2
3
4
2
5
4
7
4
2
4
2
3
12.75
51.75
79.75
83.75
67.75
91.75
95.75
4
2
5
4
7
4
2
4
2
3
4
2
5
4
7
4
2
4
2
3
4
2
5
4
7
4
2
4
2
3
4
2
5
4
7
4
2
4
2
3
4
2
6
4
7
4
2
4
3
5
19.00
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
7
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
2
4
3
1 5
21.75
59.75
79.75
83.75
87.75
91,75
95.75
4
3
5
5
8
4
2
4
2
3
4
3
5
5
8
4;
2
4
2
3
4
3
6
5
8
4
1 2
4
3
5
5
3
6
5
8
4
2
4
3
5
5
3
1 6
5
8
4
2
4
3
5
27.75
63.75
79.75
83.75
87.75
91.75
95.75
5
3
5
5
8
4
2
4
2
3
5
3
6
5
814
2
413
5
F5
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6
5
8
4!
2
4
3
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16
3
6
5
8
4
3
4
3
5
F6
3
7
6
10
4 13
4
3 1
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
1 5
8
4
3
4
3 1
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
1 8
4
3
4
3
5
6
4
6
5
9
4
3
4
3
5
7
5
8
5
9
4 1
3
4
3
5
7
5
7
6
10
4
3
4
3
5
7
5
7
6
10
4 1
3
4
3
5
DETERMINEDINOEPENDENTLVVw^ry,V
9' MAX.
20-7/8" MAX. O.C.
6" MAX. I MAX.
riA)
23-1/8"
MAX. O.C.
/\
\96/
C�
MAX. DLO
/ E
4TMAX2-
/
\
/
16'
DLO\
/
Design Pressure
Reinforced: I Sea Sheet 2, Tables 1 & 2
24-3/4' MAX. OC IUnreinfomed:1 See Sheet 2, Tables 3 & 4
B-B �
3
6" MAX.
23-1/6"
SEE TABLES 1-4, MAX. DLO
SEINFO CE
95-3/4"
MENT
REINFORCE
FOR
REQUIREMENTS. MAX
FRAME
/ HEIGHT
335/8'
MAX. DLO
A -A I B-8
3 36-3/4" MAX.
71-3/4" MAX. DOOR FRAME WIDTH SIDE UTE FRAME WIDTH
107-3/4" MAX. DOOR + SIDE LITE FRAME WIDTH
TYP. ELEVATION OF XXO CONFIGURATION NOTES:
(OXX SIMILAR)
ZONE "D" ZONE "F" ZONE "E"
SILL
SILL
- • ILL• •
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
m CENTERS AND 20-7/8"MAX. O.C.
w HEAD & SILL OF SIDE LITES: 6" MAX. FROM
Oz CORNERS AND 24-3r4" MAX. O.C.
N
m 4) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT
AVAILABLE SIZE.
5) FOR ANCHORAGE INSTALLATION DETAILS SEE
.&.TS�B•�0. ••
•i•: 6)C1jN1FIjUR@Tt(1RIS WHERE THE DOOR LOCKSTILE
• }IBUiS �� LIT `IRE NOT AVAILABLE WITH
• REINFORCEtjENT. •
• • •• it
7) SIDE LITE OVERLAPS DOOR BY 3/4' ONCE
ASSEMBLED.
LOAD ZONES FOR XXO CONFIggMTI& • ' •;
(OXX SIMILAR) •- •
•
• • •
• • . • •
•
•
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HH F) NEW SHEET COMBINING SIZE
;°, ELEVATIONS, ZONE ELEVATIONS
' AND ANCHOR TABLES. - JR -
04/10/17
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A. LYNN MILLER, P.E.
P.E.# 58705
OXXO, ALL GLASS TYPES
ANCHOR TYPE & SUBSTRATE
2, 3' WOOD
3 ALUM
1,2, CONC
LOAD
ZONES
m
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WIDTH
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DOOR
FRAME
WIDTH
MAX
FRAME
HEIGHT
10.75
47.75
79.75
83.75
87.75
91.75
95.75
4
2
6
1 4 1
2 1
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
51.75
79.75
83.75
87.75
91.75
95.75
4
21
7
4
2
3
4
217
4
2
3
4
2
7
4
2
3
4
2
7
4
2
3
4
2
i 7
4
2
5
19,00
55.75
79.75
83.75
87.75
9115
95.75
4
3
7
4
2
3
4
3
7
4
2
3
4
3
7
4
2
3
4
3
7
4
2
5
1 4
3
8
4
2
5
21.75
59.75
79.75
83.75
87.75
91.75
95.75
4
3
8
4
2
3
4
3
8
4
2
1 3
4
3
1 8
4
2
5
5
3
8
4
2
5
5
3
8
4
2
5
27.75
63.75
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
6
3
i 8
4
3
5
6
3
10
4
3
5
36.13
67.75
79.75
83.75
87.75
91.75
95.75
6
4
8
4
3
5
6
4
8
4
3
5
7
1 5
8
4
1 3
5
7
5
1101
4
1 3
15
7
5
101
4
3
5
36.75
71.75
79.75
83.75
87.75
91.75
95.75
6
4
8
4
3
5
6
4
9
4
3
5
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519
4
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7
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110
4
3
7
5
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4
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ANCHOR QUANTITIES FOR THE DOOR AND SID1: LITE TO BE
DETERMINED INDEPENDENTLY.
20.718' MAX. O.C. �}.�.�9 M9" pA\X. 9" MAX
6,
MAX _ �, MAX._� I 1MAX. �{-- 24-314" MAX. O.C.
Ifs B-B - I `/7 I I
L _
23-1/8"
MAX. O.C.
6"1
/
/
\
\
SEE TABLES 1-4,
SHEET 2 FOR
REINFORCEMENT
REQUIREMENTS.
95-,
MA
FRA
84-318"
MAX.
DLO
-
\
/
- HER
\ GC
a
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/ a
24-9/18\
/
33-518"
MAX. DLO\
/
MAX. DLO
I B-B I 1 I I I I A A I I
3 3
36-3/4' MAX, SIDE 71-3/4" MAX. DOOR FRAME WIDTH
LITE FRAME WIDTH
143-314" MAX. DOOR + SIDE LITE FRAME WIDTH
TYP. ELEVATION OF OXXO CONFIGURATION
HEAD ZONE E"� ZONEDF'� ZONEDE' F'�-ZONE'E'�
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SILZONEL F"„S�<<,
(MAC c. . Mwc.
I 24-3r4-i
l
• ADNLE'�
•
LOAD ZONES FOR OXXO CONFIGURATION.' •
& ANCHORAGE LAYOUT USED IN EXAMPLE '
Design Pressure
Reinforced: See Sheet 2, Tables 1 & 2
Unreinforced: See Sheet 2, Tables 3 & 4
NOTES:
1) SEE SHEET 1 FOR GLASS AND ANCHOR
TYPE DESCRIPTIONS.
'4' 2) DOORS MAY BE LEFT OR RIGHT-HANDED.
(.
4E 3) ANCHOR QUANTITIES ARE BASED ON
HT SPACING AS FOLLOWS (4" MIN. O.C. FOR
CONCRETE, 4" MIN. O.C. FOR CMU):
JAMBS (ALL): 13-114- 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.
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) 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) 36J14" X 95-3/4" SIDE UTES,
ANCHOR TYPE 2 INTO CONCRETE,
DESIGN PRESSURE=+34/-34 PSF,
SEE EXAMPLE 4, SHEET 2 FOR DP EXAMPLE
DOOR ANCHOR REQUIREMENTS FROM TABLE 11:
4 ANCHORS Q EACH SIDE LITE JAMB
5 ANCHORS EACH DOOR PANEL @ HEAD
5 ANCHORS EACH DOOR PANEL G SILL
3 ANCHORS EACH SIDE LITE @ HEAD
3 ANCHORS EACH SIDE LITE @ SILL
(• LSEF•CIFrLL� V: Ill ON TABLE 11
�i /• • • • •
•
k � *O" 1RNCHOR LOCATION.
' • • ••
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„ ELEVATIONS, ZONE ELEVATIONS
'o AND ANCHOR TABLES.-JR-
04/10/17
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_ * i No. 58705
/ONAL IEN ``•
A. LYNN MILLER, P.E.
P.E.#58705.
EDGE DISTANCE— EDGE ►{
DISTANCE
2X WOOD SEE TABLE EDGE DISTANCE
BUCK, NOTE 1 A, SHEET 1
}r SEE TABLE
1X WOOD+�A,
EMBEDMENT �A,SHEET1
BUCK, NOTE1EMBEDMEN114" MAX. SHIM1/4' MAX. SHIM 1/4"MAX. SHIM
PLC F REViA*
ABLE $EE TABLE � awplyY• xilC theEFT 1 A, SHEET i Amps"to li. p 'fu 4 ,6 {
DOOR HEAD (WOOD) DOOR HEAD (CONC) DOOR HEAD (ALUMINUM)
EMBEDMENT EMBEDMENT--_i F) CLARIFIED DETAILS, ADDED
1/4' MAX. SHIM I 1/4" MAX. SHIM 1/4" MAX. SHIM �j' ALUMINUM. - JR - 04/tOtt7
JEDGE DISTANCE EDGE DISTANCE + EDGE DISTANCE
/
W Y O
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STAGGERED STAGGERED ` STAGGERED pLn yw O
ANCHORS �i ANCHORS `SEE TABLE ANCHORS N i h aloa U.)
A, SHEET 1
O o �y L5 Z o
2X WOOD J 1X WOOD J SEE TABLE U W � ® U) 8
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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 C5?1CRL•Tf•DR C4. OQ15D SUCKS 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 (AH })! :� Zi-7
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2. IF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED, NON -SHRINK, NON-METALLIC GROUT (3350 R61 MSW,(DONE BY OTHERS) MUST FULLY SUPPORT THE ENTIRE i FS --'t ORION..
LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE. IF SUBSTRATE IS WOOD, $#:ELT PAPER CQ2 MASTIC IS REG VD41WEEN THE GROUT '� ,S/ONAI
AND WOOD SUBSTRATE, OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. • • • • • • 111111111 011
• • � • • • • • • �EXTEF310R INTERIOR
3. TYP. ANCHOR TYPE, EMBEDMENT & EDGE DISTANCE PER SUBSTRATE, SEE TABLE A, SHEET 1.. • • • • • •(Ali HEaq& SILL SECTIONS) A LYP E.# 58705
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1. WOOD BUCKS DEPICTED AS 1x ARE LESS THAN 1 1/2" THICK. I WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE OR Ct4D. WOOD F;J4s j) jMCTED AS 2x ARE 1 1/2"
_ * No. 58705
_
THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY THE AUTHORITY
HAVING JURISDICTION (AHJ).
! A '•• ' I _'
2
2. IF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED, NON -SHRINK, NON-METALLIC GROUT (3350sP%MIlt ,TDONE4BY OTHERS) MUST FULLY SUPPORT THE ENTIRE
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LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE. IF SUBSTRATE IS WOOD, 3e# RELT WAPER OI2 MASiICiS REQUIF�D d§wvEEN THE GROUT
•
•:
; SS "• •• •' • NG �
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AND WOOD SUBSTRATE, OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. :
• •
• • ! • • � EiXTE OR INTERIOR �
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3. TYP. ANCHOR TYPE, EMBEDMENT & EDGE DISTANCE PER SUBSTRATE, SEE TABLE A, SHEET 1..
• • !�C HE�& SILL SECTIONS)
A. LYNN MILLER, P.E.
P.E.p 58705