RC-07-19-1576, 1298 NE 95th St (2)r
Miami Shores Village.
s�� " ,�2 Building Department �'L
10050 N.E.2nd Avenue, Miami Shores, Florida 33138
Tel: (305) 795-2204 Fax: (305) 756-8972
B'Y° INSPECTION LINE PHONE NUMBER: (305) 762-4949
FBc zoa0
BUILDING Master Permit No. RC-07-19-1576
PERMIT APPLICATION Sub Permit No.
❑BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL
❑PLUMBING ❑ MECHANICAL ❑■ CHANGE OF ❑ CANCELLATION ❑■ SHOP
CONTRACTOR DRAWINGS
JOB ADDRESS: 1298 NE 95 Street
City: Miami Shores County: Miami Dade Zip:
Folio/Parcel#: 11 -3206-014-4030 Is the Building Historically Designated: Yes NO NO
Occupancy Type: single Family Load: Construction Type: Flood Zone: BFE: FIFE:
OWNER: Name (Fee Simple Titleholder): Yuri Morales Phone#: 305-790-3849
Address:203 NE 107 Street
city: Miami State: FL Zip: 33161
Tenant/Lessee Name: Phone#:
Email:
CONTRACTOR: Company Name: CAIBAI Construction LLC
Address: 10876 SW 24 Terr, Miami, FL 33165
Email: caibaiconstruction@gmail.com
Qualifier Name: Jose LOsa
State Certification or Registration #: CGC058065 Certificate of Competency #:
DESIGNER: Architect/Engineer:
786-229-2770
786-229-2770
Address: City: State: Zip:
Value of Work for this Permit: $ 26000 Square/Linear Footage of Work: 186sq
Type of Work: ❑ Addition ❑ Alteration 0 New ❑ Repair/Replace ❑ Demolition
Description of Work: Shop drawings for Garage Door mark A and Main Door marks C on architectural plan door schedule.
Specify color of color thru tile:
Submittal Fee S
Permit Fee $
CCF
CO/CC $
Scanning Fee $ DCA Fee $ DBPR $ Notary $
Technology Fee $ Training/Education Fee $ Double Fee $
Structural Reviews $ P&Z Review $ Bond $
TOTAL FEE NOW DUE $
(Revised04/05/2022)
r
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
Applicadon 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. 1 understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS,
FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC.....
OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all
applicable laws regulating construction and zoning.
"WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY
RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND
TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING
YOUR NOTICE OF COMMENCEMENT."
Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must
promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person
whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site
for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the
inspection will not be approved and a reinspection fee will be charged. N
OWNER or AGENT,
The foregoing instruneen
3 day of
M
me or who has produced
was acknowl dged before me this
20 gZOF by
nr)
wnhoo iserssoonnallly kpnown to
Y �a fN� _ as
identification and who did take an oath.
NOTARY PUBLIC:
Sign:
Print: WA
Seal:;
t
.- jr
APPROVED BY
,Revised02/24i2014)
MEILLINE CHERY
MY COMMISSION # HH 252206
EXPIRES: Apr912, 2026
The foregoing instrument was acknowledged before me this
.'� day of 20 ' 2r by
�OtC �• �USB-� who is Personally known to
me or who has produced
identification and who did take an oath.
NOTARY PUBLIC:
Sign:
Print: Ujf,&-cS 0►4
as
C-11dewon / GG 22M
Seal: Comm. Expires Sept 19, =n
Plans Examiner Zoning
Structural Review Clerk
8/3/2018
Florida Building Code Online
ub4_ Si��
BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications Contact Us BCIS Site Map Links Search
Florda
Product Approval
pr
USER: Public User
Product Approval Menu > Product or Application Search > Application List > Application Detail
FL # FL16326-R2
a' Application Type Revision
Code Version 2017
Application Status Approved
Comments
Archived
Product Manufacturer
Address/Phone/Email
Authorized Signature
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category
Subcategory
Compliance Method
BORANO INC
222 NE 27th Street
Miami, FL 33137
(561) 939-3368
sam@borano.com
Sam Hanna
sam@borano.com
G c
Exterior Doors
Swinging Exterior Door Assemblies
rt
111',l`v 2 3 �u,
Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
Evaluation Report - Hardcopy Received
Florida Engineer or Architect Name who developed the Pedro De Figueiredo
Evaluation Report
Florida License PE-52609
Quality Assurance Entity National Accreditation and Management Institute
Quality Assurance Contract Expiration Date 12/31/2018
Validated By Jesus Gonzalez, P.E.
Validation Checklist - Hardcopy Received
Certificate of Independence
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
Sections from the Code
FL16326 R2 COI 17-707 CI.pd
Standard
TAS 201, 203
TAS 202
Year
1994
1994
Product Approval Method Method 1 Option D
https://www.floridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDquJBMjgU 1 j3N9XSa44NAddIrK4EhW V4y%2bBgKNBgDgWEoA%3d%3d 1/2
8/3/2018
Florida Building Code Online
Date Submitted 11/06/2017
Date Validated 12/09/2017
Date Pending FBC Approval 12/11/2017
Date Approved 02/13/2018
Summary of Products
FL #
Model, Number or Name
Description
16326.1
Borano Series Outswing Wood Doors
Outswing Wood Doors
Limits of Use
Installation Instructions
Approved for use in HVHZ: Yes
FL16326 R2 II 17-707 DWG.pd
Approved for use outside HVHZ: Yes
Verified By: Pedro De Figueiredo 52609
Impact Resistant: Yes
Created by Independent Third Party: Yes
Design Pressure: +65/-65
Evaluation Reports
Other: Product to be manufactured, designed, and installed as
FL16326 R2 AE 17-707 PER,p�1f
per drawing specifications 17-707
Created by Independent Third Party: Yes
Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824
The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement
Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic
mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1),
Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails
provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please
provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here .
Product Approval Accepts:
® eC heck
Credit Card
Safe
https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquJBMjgUlj3N9XSa44NAddIrK4Ehwv4y%2bBgKNBgDgWEoA%3d%3d 2/2
I..—,..—...—...—.... --• —.. _-,
M IAM 1-QADE
DEPARTMENT OF REGULATORY
BOARD AND CODE ADMINISTRA'
IN NO EXCEPTION TAKEN ❑ RESUBMIT AS NOTED
❑ REJECTED ]KI REVIEWED
❑ EXCEPTIONS AS NOTED (NOT REQUIRED TO RESUBMIT)
Thesc documents have been rov ewad only for conformance with design concept
and intent general compliance with the information given in the contract daa:mcots
The Contractor is responsible for confirming and correlating all quenhoc< anal
dimensions• fabrication and constnrction methods and coordination of lhr; iradrz
with all other applicable trarles. This review will not relieve the Contractor of in,, -
responsibility for performance of any terms of the agreement.
Reviewed by:__ JM Oate05/24/22
YMCE CONSULTING ENGINEERS
MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
H 805 SW 26 Street, Room 208
Miami, Florida 33175-2474
T (786) 315-2590 F (786) 315-2599
NOTICE OF ACCEPTS I I I. T-% www.miamidade.eov/economy
DAB Door Company, Inc. SFP 2 3 2022
12195 NW 98" Avenue IMF
Hialeah Gardens, FL 33018 By: CITY
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the u o i t . al The
documentation submitted has been reviewed and accepted by Miami -Dade County -Pr ct e • to be
used in Miami Dade County and other areas where allowed by the Authority Having • i )
This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In
Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or
material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the
manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of
such product or material within their jurisdiction. RER reserves the right to revoke this acceptance if it is determined by
Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the
applicable building code.
This product is approved as described herein and has been designed to comply with the Florida Building Code, including
the High Velocity Hurricane Zone.
DESCRIPTION: Hurricane Master® Model 824/811 Steel Sectional Garage Door up to 18'-2" Wide
with Window Lite Option (DP +55.0, -64.0 PSF)
APPROVAL DOCUMENT: Drawing No. 99-24, titled "Sectional Garage Door", sheets 1 through 5 of 5,
dated 09/22/1999, with revision M dated 07/20/2020, prepared by Al-Farooq Corporation, signed and sealed
by Jalal Farooq, P.E. on 10/07/2020, 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
LABELING: A permanent label with the manufacturer's name or logo, manufacturing address, model
number, the positive and negative design pressure rating, indicate impact rated if applicable, installation
instruction drawing reference number, approval number (NOA), the applicable test standards, and the
statement reading `Miami -Dade County Product Control Approved' is to be located on the door's side track,
bottom angle, or inner surface of a panel.
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 # 18-0301.07 and consists of this page 1 and evidence pages E-1, E-2, E-3 and E-4,
as well as approval document mentioned above.
The submitted documentation was reviewed by Carlos M. Utrera, P.E.
- NOA No. 20-1013.17
J d t�UC i Utct1L r�c'V',Eli
MIAMI•QADE COUNTY — ""�
Expir tion Date: March 10, 2023
AF'PROVED Appr al Date: January 28, 2020
�•U
..__ ` DATL /� 1 Page 1
DAB Door Company, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
1. Evidence submitted in previous NOAs
A. DRAWINGS
1. Drawing No. 99-24, titled "Sectional Garage Door", dated 09/22/1999, with last revision K
dated 03/09/2015, sheets 1 through 5 of 5, prepared by Al-Farooq Corporation, signed and
sealed by Javad Ahmad, P.E.
B. TESTS "Submitted under NOA # 09-0324.07"
1. 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
4) Forced Entry Test, per FBC, TAS 202-94
along with marked -up drawings and installation diagram of a DAB 824 24 GA Sectional
Residential Garage Door, prepared by Hurricane Engineering & Testing, Inc, Test Reports No.
HETI-08-2133A and B, dated 06/10/2008, signed and sealed by Candido F. Font, P.E.
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
4) Forced Entry Test, per FBC, TAS 202-94
along with marked -up drawings and installation diagram of a DAB 824 24 GA Sectional
Garage Door, prepared by Hurricane Engineering & Testing, Inc, Test Reports No. HETI-08-
2149A/B, dated 06/27/2008, signed and sealed by Candido F. Font, P.E.
"Submitted under NOA # 08-1106.05"
3. Test report on Tensile Test per ASTM E 8 of the above sectional garage door's skin, prepared
by Hurricane Engineering & Testing, Inc, Test Report No. HETI-08-T139/A, dated
06/27/2008, signed and sealed by Candido F. Font, P.E.
"Submitted under NOA # 03-0210.04"
4. Test report on Salt Spray (Corrosion) Test per ASTM B 117 of a painted G-40 steel panels,
prepared by Celotex Corporation, Test Report No. 258592, dated 08/17/1998, signed by W. A.
Jackson, P.E.
C. CALCULATIONS "Submitted under NOA # 14-0814.11 "
1. Anchor verification calculations prepared by Al-Farooq Corporation, dated 09/22/2014 and
07/24/2014, signed and sealed by Javad Ahmad, P.E.
"Submitted under NOA # 09-0324.07"
2. Anchor verification calculations and structural analysis prepared by Al-Farooq Corporation,
complying with F.B.0 2004/2007, dated 01/20/2009, signed and sealed by Humayoun Farooq,
P.E.
Carlos M. Utrera, P.E.
Product Control Examiner
NOA No. 20-1013.17
Expiration Date: March 10, 2023
Approval Date: January 28, 2020
E-1
DAB Door Company, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
C. CALCULATIONS (Cont.) "Submitted under NOA # 08-1106.05"
3. Anchor verification calculations and structural analysis prepared by Al-Farooq Corporation,
complying with F.B.0 2004/2007, dated 08/25/2008, signed and sealed by Humayoun Farooq,
P.E.
D. QUALITY ASSURANCE
1. Miami -Dade Department of Regulatory and Economic Resources (RER)
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 13-0717.01, issued to SABIC Innovative Plastics, for their
Lexan Sheet Products, approved on 11/28/2013 and expiring on 07/17/2018.
2. Notice of Acceptance No. 14-0311.08, issued to Insulfoam, LLC, for their Insulfoam
Expanded Polystyrene Insulation, approved on 08/14/2014 and expiring on 11/29/2017.
3. Notice of Acceptance No. 11-0926.07, issued to Dyplast Products, LLC, for their Expanded
Polystyrene Block Type Insulation, approved on 11/10/2011 and expiring on 01/11/2017.
4. Notice of Acceptance No. 11-0926.06, issued to Dyplast Products, LLC, for their
Dyplast ISO -CI Polyisocyanurate Insulation, approved on 11/10/2011 and expiring on
01/11/2017.
5. Notice of Acceptance No. 10-1129.04, issued to Cellofoam North America Inc, for their
Expanded Polystyrene Block Insulation, approved on 02/24/2011 and expiring on
02/24/2016.
"Submitted under NOA # 05-0228.02"
6. Test Report on Accelerated Weathering Using Xenon Arc Light Apparatus Test per
ASTM G155 of "PVC Extrusion Material", prepared by Hurricane Engineering &
Testing, Inc., Report No. HETI 04-A002, dated 09/27/2004, signed and sealed by Rafael E.
Droz-Seda, P.E.
7. Test Reports on Tensile Test per ASTM D638 of "PVC Extrusion Material", prepared by
Hurricane Engineering & Testing Inc., Report No. HETI 04-T251, dated 11/29/2004 signed
and sealed by 1. Ghia, P.E.
8. Test Report on Self -Ignition Temperature Test, Rate of Burn Test and Smoke Density
Test of "REHAU non -foam PVC extrusion material", prepared by ETC Laboratories,
Report No. 04-761-15019.0, dated 05/06/2004, signed and sealed by J. L. Doldan, P.E.
F. STATEMENTS "Submitted under NOA # 14-0814.11 "
1. Statement letter of code conformance to the 51h edition (2014) FBC and no financial interest
issued by Al-Farooq Corporation, dated 05/13/2014, signed and sealed by Javad Ahmad, P.E.
Carlos M. Utrera, P.E.
Product Control Examiner
NOA No. 20-1013.17
Expiration Date: March 10, 2023
Approval Date: January 28, 2020
E-2
DAB Door Company, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
2. Evidence submitted under NOA # 17-0919.10.
A. DRAWINGS
1. Drawing No. 99-24, titled "Sectional Garage Door", sheets 1 through 5 of 5, dated
09/22/1999, with revision L dated 08/01/2017, prepared by AI-Farooq Corporation, signed and
sealed by Javad Ahmad, P.E.
Note: This revision consists of editorial changes to comply with FBC 2017.
B. TESTS
1. None.
C. CALCULATIONS
1. None
D. QUALITY ASSURANCE
1. Miami Dade Department of Regulatory and Economic Resources (RER).
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 17-0221.06, issued to Insulfoam, LLC, for their
Insulfoam Expanded Polystyrene Insulation, expiring on 11/29/2022.
2. Notice of Acceptance No. 16-1108.04, issued to Dyplast Products, LLC, for their
Dyplast ISO-C1 Polyisocyanurate Insulation, expiring on 01/11/2022.
3. Notice of Acceptance No. 15-1203.04, issued to Cellofoam North America Inc, for
their Expanded Polystyrene Block Insulation, expiring on 02/24/2021.
4. Notice of Acceptance No. 15-0915.08, issued to SABIC Innovative Plastics, for their Lexan
Sheet Products, expiring on 07/17/2018.
F. STATEMENTS
1. Statement letter of conformance to FBC 2014 (51h Edition) and FBC 2017 (61h
Edition), prepared by Al Farooq Corporation, dated 08/01/2017, signed and sealed by
Javad Ahmad, P.E.
Carlos M. Utrera, P.E.
Product Control Examiner
NOA No. 20-1013.17
Expiration Date: March 10, 2023
Approval Date: January 28, 2020
E-3
DAB Door Company, Inc.
3.
A.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
New evidence submitted
DRAWINGS
1. Drawing No. 99-24, titled "Sectional Garage Door", sheets
09/22/1999, with revision M dated 07/20/2020, prepared by
signed and sealed by Jalal Farooq, P.E. on 10/07/2020.
B. TESTS
1. None.
C. CALCULATIONS
1. None
1 through 5 of 5, dated
Al-Farooq Corporation,
D. QUALITY ASSURANCE
1. Miami Dade Department of Regulatory and Economic Resources (RER).
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 19-0129.06, issued to Insulfoam, a div. of Carlisle Const.
Mat., LLC, for their Insulfoam Expanded Polystyrene Preformed Block Type I
Insulation, approved on 03/28/2019 and expiring on 11/29/2022.
2. Notice of Acceptance No. 17-1207.04, issued to Dyplast Products, LLC, for their
Dyplast ISO -CI Polyisocyanurate Insulation, approved on 02/01/2018 and expiring on
01 / 11 /2022.
F. STATEMENTS
1. Statement letter of code conformance to the 6th edition (2017) and 7th edition (2020)
FBC and of no financial interest issued by Al-Farooq Corporation, dated 07/15/2020,
signed and sealed by Jalal Farooq, P.E.
Carlos M. Utrera, P.E.
Product Control Examiner
NOA No. 20-1013.17
Expiration Date: March 10, 2023
Approval Date: January 28, 2020
E-4
7-1/2- X 3" X .120" GALV. STEEL TOP FIXTURE 5-1/2" X 2-3/4- X 0.1-
END ROLLER HINGE _ 47,
C07ER PINSTEEL PLATE WITH ONE 5/16-18 MS W/ NUt
WITHOUT OELRONSLEEVE(STD.) _ FASTENED TO END STILE WITH
WITHDELRONSLEEVE (OPTIONAL) �(6)�14 X 3/4" SELF DRILLING SCREWS
7-1/2" X 2-1/4" X18GA®OeDALV STEEL CENTER HINGECENTER STILES
w/ (4) p14 X5/8"suseoSEE SCH. 'A' 7\
WITHOVT DELRON SLEEVE (STD.) � t �
CALV. STEEL CENTER HINGE
o W/ (4) 5/B•' SMS /
WITH pELRON SLEEVE (OPTIONAL)
LOCK __ p14 X 1/2" SMS.i'
2/ DOOR 4 PER HMGE
CENTER 111/' ]/4" W % 3/16" THK.
HINGE LA7cH
STANDARD LOCK
SPRING LOADED SLIDE BOLT (BOTH SIDES)
FASTENED W/ (4) b14 % 1/2" S.M-5. F
5/8' MIN. LOCK ENGAGEMENT
CONFORMS TO SECTION t00B REGARDING B
-�, GARAGE DOORS
8-1/4" X 4-1/2- X I-I/2' __
STEEL PLATE 0.115" THK - ---'-----
WITH (B) #14 X 5/B" SMS
.128 DIA. GAILY. AIRCRAFT TYPE
CABLE & NICO-PRESS SLEEVE
W/ MIN. 5 TO 1 SAFETY FACTOR 1 II o 0 o n
I
OPTIONAL DOOR VIEWER
TO BE INSTALLED AT
MY CENTER STILE /
��I'I'
'�II
�
I �I II
� I�
•
MI
Irma
-111ml
OPTIONAL VENT COLONIAL DESIGN OPTIONAL FLUSH FACE
._ (3) 5- WIDE AT 7" O.C. MAX. WOOD GRAIN DESIGN --A
OPENING AREA NOT TO EXCEED
120 SO, IN,
4 DOOR FOR 3' TRACK
/ \\ 014 X 3/4" SELF DRILLING SCREWS MAY BE
12
\ IN LIEU OF #14 X 5/8 SMS
/ o O o 0 DOOR TESTED IN ACCORDANCE WITH THE REQUIRE
BUILDING CODE. TA6-202 TPS 201 & TA'-"'
° o ° Q LAS?u_ Et 686-OS/ASTM Et99fi-p9.
I
14 , (11 OUTSIDE HANDLE
r CENTER STILE
BOTTOM BRACKET
IA FOR 2" TRACK LOCK BAR GUIDES
'� (2) ON END STILE
INSTALLED WITH
(4) 014 X 5/8- SMS
18 1-1/8" X 1-1/e' X 2-3/8" LONG
4 LOG N BAR GUIDE
(1) ON CENTER STILE
.IBT X .6W LOCK BAR
ENGAGES IN TRACK
ON EACH SIDE OF DOOR
20 OUTSIDE KEYED LOCK (OPTIONALI
LOCK BAR LOCKING SHOWN
ALTERNATE TO SPRING LOADED SLIDE BOLT
LOCKS SHOWN ABOVE
__. MAX. DOOR WIDTH
DESIGN PRESSURE RATING = + 55.0 PSF
INSIDE ELEVATION — 64.0 PSF
RAISED PANEL EMBOSSED DOOR
USED DAB DOORS INC.
Hu,ricune MOsterg Model 824/811
MEN15 OF fLORIDA M Size 18 2" X 16 0' High
FOR HVH2 AND THIS PRODUCT IS RATED FOR LARGE MISSILE IMPACT .. With _ndaw L to Option
GENERAL NOTES
1. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE
'
REQUIREMENTS OF THE 2017 (6TH EDITION)/2020 (7TH EDITION) FLORIDA
BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ).
2. ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS
q
OCT O ( 2020
AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE
MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.
3. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY.
4. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT
YX"I'll11/T7T 7Y'
�6��" 1:4
COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE
`Y�Q•,.•'EN&p
REQUIREMENTS OF THE 2017/2020 FLORIDA BLDG- C015E & ADOPTED STANDARDS.
• '
5. THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION
NO 22
FOR A SITE SPECIFIC PROJECT, i.e . LIFE SAFETY OF THIS PRODUCT, ADEQUACY
OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR
-
WATER INFILTRATION RESISTANCE ETC.
CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY.
AND TO BE REVIEWED BY BUILDING OFFICIAL.
6. MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION
IN ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BUILDING CODE.
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wing
99-24
2-3/4" X 5-1/2" X .10 THK.
-TOP ROLLER FIXTURE
16 GA. X 2-1/i X 2" X ]/4" GALV. STEEL
L BAR REINFORCING TRUSS O TOP OF PANEL
Q�
W/ 5/16"-18 NUT k BOLT
TRUSS FASTENED TO VERTICAL INTERMEDIATE
STILES W/ TWO b 14 X 5/8" S.M.S.
AND TO END STILE
W/ SI% #14 % 3/4" S.M.S.
-
_X
kTUR!USS
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2-1/4" X2" % 3/4" GALV. STEEL
"
-
16 GA.% 2-1/4' % 2" X 3/i GALV. STEEL
REINFORCNG TRUSS
FASTENED TO VERTICAL INTERMEDIATE
STILES W/ TWO )} 14 X 5/8' S.M.S.
U. BAR REINFORCING TRUSS
TRUSS FASTENED TO VERTICAL INTERMEDATE
STILES W/ TWO y 14 % 5/B" S.M.S.
AND TO END STILE
W/ SIX # 14 X 3/4" S.M.S.
AND TO END STILE
W/ SIX #14 % 3/4"
(2) 16 X X 2" X 3/4" GALV. STEEL
REINFORCING
RE BOTTOM OF PANEL
U. BAR REINFORCING TRUSS
L
TRUSS FASTENED TO VERTICAL INTERMEDIATE
STILES W/ TWO / 14 % 5/8' S.M.S.
j
AND TO END STILE
W/ SIX #14 X 3/4" S.M.S.
/
'
OUTER FIXTURE
8-1/4"X4-1/2"XI-1/2"X.115 THK.
-
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_ BOTTDM SEAL OPTIONS
SEE SHEET 4
1 ST1 ST SECTION (BOTTOM) INTERMEDIATE
SECTIONS
TOP SECTION
REINFORCING
REINFORCING
REINFORCING
FOR CONNECTION OF WOOD BUCK
TO MASONRY SEE
\NOTE ON SHEET 4
k�.
3/4" MAX.
STEEL TRACK
14 CA. X 2-1/8" X 1" (ST.-RD)
12 GA. X 3-5/16" X 1-1/2" (OPTIONAL)
FASTENED TO TRACK PLATES
W/ 1/4-20 X 5/8' TRUSS HD.
SLOTTED M.S. k LOCK NUT
OPTIONAL STOP MOULDING J/8" X 1-2/8" X 2-5/8"
BY DOOR INSTALLER 1B GA. STEEL CENTER STILE
RIVETED TO PANEL SKIN
/14 % 5/B" SMS B W/ (4) ALUM RIVETS
PER HINGE
1/2' X 1-3/4' X .058" FORMED STEEL
GLUED TO PANEL AND SECURED TO
KENO STILE WITH 3/16' POP RNETS
3/4' X 2-1/2' % 18 GA,
STEEL END STILE
RIVETED TO PANEL SKIN
W/ 3/16" ALUM RIVETS
AT 10-11/16- O.C. FOR 21' SECTIONS 1-J/8'%2-5/8'X18 GA. STEEL
1 AT 7-11/16" O.C. FOR 16" SECTIONS CENTER
4 STILE
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(5) FOR LES
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SOLID BRASS DOOR VIEWER
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POSITIONED AT EYE LEVEL
,o_EDGE
SEE SHEET 4 FOR
TRACK ANCHORS
Mom^ C`'T 0 ' 2020
1.62" DIA. X .50" STEEL ROLLERS (STO.)
1.82" DIA. X .50" NYLON ROLLERS (OPTIONAL)
2.75" DIA. X .50' STEEL ROLLERS (OPTIONAL)
2.75' DIA. X .50' NYLON ROLLERS (OPTIONAL)
WITH 9" STEM
No. Bi223
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POP RVETS 2 X 2 X 1/B' HORIZ. ANGLE
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(DOUBLE) ON EACH SIDE FIRST AT 3•• O.F
/ A -- REST AT 9" O.C.
Q FASTENED W/ (6) /t4 % 5/8' S.M.S. ' II HORIZ, ANGLE FASTENED TO CONT. ANCLE �L
W/ 3/8-16 X 3/4" BOLT & NUT /
090 THK. GALV. STEEL ADJUSTABLE A — J AND i0 FIAG BRACKET ANGLE WITH/
SLIDE FASTENED TO BRACKET
W/ 5/16-18 X 3/4' HEX HEAD -- - (2) 1/4-20 % 5/8' BOLT &NUT/
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BOTTOM SEAL OPTIONS
OPTION 'A• \—/ OPTION '8'
WOOD BUCK CONNECTION TO WOOD SUBSTRATE (WOOD SPECIFIC GRAVITY SG-0.55 MIN.)
THE INSTALLATION METHODS SHOWN A80VE SHOWS 2X6 SYP WOOD BUCK ATTACHMENT
TO Woo STRUCTURES. IF THESE METHODS ARE FOLLOWED NO ADDITIONAL CALCULATIONS/DESIGN
WILL BE REQUIRED FOR DESIGN OF GARAGE DOOR ANCHORAGE.
FOR DOOR REPLACEMENT APPLICATIONS WITH NO ENGINEER OF RECORD. INSTALLATION MAY BE
VERIFIED AND APPROVED BY THE BUILDING OFFICIAL UPON INSPECTION.
WOOD BUCK CONNECTION TO MASONRY
PRESSURE TREATED 2%6 SYP WOOD JAMBS WHICH SHALL BE ANCHORED i0
GROUTED REINFORCED MASONRY BLOCK WALL OR CONC. COLUMN WITH
I/4' ULTRACON+ BY 'DEWALT' WITH SPACING OF
6" O.C. INTO GROUT FILLED BLOCK WALL WITH 2_I/4' MIN. EMBED
INTO 3000 PSI CONCRETE, WITH 1-3/4' MIN, EMBED
2-1/2" MIN. EDGE DISTANCE
1/4' TAPPER BY •DEWALT' WITH SPACING OF
4" O.C. INTO GROUT FILLED BLOCK WALL. WITH I-1/2' MIN. EMBED
5" O.C. INTO 3000 PSI CONCRETE, WITH 1-3/4" MIN. EMBED
3" MIN. EDGE DISTANCE
3/B" CONFLE% BY 'ELCO' OR
3/e" LOT BY •TTW WITH SPACING OF
11" O.C. INTO J000 PSI CONCRETE, WITH 2-1/2' MIN, EMBED
3" MIN. EDGE DISTANCE
3/8' HLC SLEEVE BY 'HILTI' W(TH SPACING OF
7" O.C. INTO 3000 PSI CONCRETE, WITH 1-1/4' MIN. EMBED AND
2-1/2" MIN, EDGE DISTANCE
PREPARATION OF JAMBS BY OTHERS
FOR NEW CONSTRUCTION ENGINEER OF RECORD OR ARCHITECT TO VERIFY
ADEQUACY OF SUPPORTING STRUCTURE TO SUPPORT LOADS IMPOSED
BY DOOR SYSTEM.
FOR DOOR REPLACEMENT IN RETROFIT BUILDINGS WITH NO ENGINEER OF
RECORD, DOOR INSTALLATION MAY BE REVIEWED AND APPROVED BY
BUILDING OFFICIAL UPON INSPECTION.
MAXIMUM EXTERIOR(l) LOAD PER JAMB = (18, 16' X 55 PSG)/2 - 499.4 LEa par Ft
MAXIMUM INTERIOR(-) LOAD PER JAMB = (18AV X 64 PSF)/2 - 581.1 LEe Per Ft.
5/I6' X -5/8'
1 5/8' T
LAG So EWS-
AT 6' OD
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3 8 CONFLEX BB EITWED BLOCK 2• 8" J 3/4
3 e" OYNABOLT 9Y 11COCONC 1 1/2 6' ] 3/
STEEL STRUCTURE BY OTHERS
MUST SUPPORT THE LOADS IMPOSED ] 8" POWER -BOLT BY DE CONCBY DOOR SYSTEMJ/B SLEEVE-AlL 81 SIMPSON51_ CONC. 1.1/2 _6 3
C!`p11I CONCRETE Vc = 3000 PSI MIN.
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CONNECTED TO CONT. ANGLE FASTENED TO TRACK PLATES 3
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REVERSE TRACK CONTIN TRACK - ��- �Ir
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CvT 0 LULO No. 81223
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IR PANEL
GA. (.024) STEEL MIN.
_
1 77/16' DIA. WASHER
08 X 3/4' MS
0 3/8" FROSM ENDS
l A 1
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(4) /8 X 3/4' SMS
0 1-3/8" FROM ENDS
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GROOVE
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PIASKOLITE'
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.175 X .062 DEEP
GROOVE
(4) X8 X 3/4' SMS
C 1-3/8' FROM ENDS
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\
N8 X 3/4' SMS 0 3/8' FROM ENDS
AND 7' O.C. MAX.
7/16" DIA. WASHER
DOOR PANEL
24 GA. (.024) STEEL MIN.
21 3/4"
MAX._
WDW. WIDTH I
18 1/B"
MAx.
_ a
* PLASTIC COMPLIES WITH
CHAPTER 26 OF FBC
SEE EVIDENCE PAGE
mi
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1
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1.725
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05
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* INTERIOR FRAME
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INSIDE ELEVATION
RAISED PANEL EMBOSSED DOOR WITH OPTIONAL WINDOWS
WINDOW LITES CAN BE IN ANY LOCATION IN DOOR SECTION
YB X 3/4' SMS CC 3/8' FROM ENDS-. .175 X .062 DEEP
AND 4-1/2" O.C. MPX. I GROOVE yI
I � I
_ 1
_ _ _ -_ OCT 0 i 2D20
DOOR PANEL EXTERIOR
24 SA. (.024STEEL MIN .
' 15/16" MIN O.L. OPG
CV.21NG BITE-
.NDOW WIDTH
$ o g
No 23
�'.,� •, 'DUI` `
® •, 3- • !y�f drawing
'•!ctORl���
c� 99-24I
sheet $of $ 1
WOO office: 1460 s, McCoH rd I ste. 4A I Englewood, F134223
ph: 941 475 7327 1 fox : 941 474 0384
EW offloe , 533 N.E. 3rd ", I ste. 3 I Fora' Lauderdale, FI 33301
ph : 964 999 0488
as 26002462 www.takrebs.com
PER 2020 F.5L.- R, R60WJ RATIONAL ANALYSISCALCULATIONS
CUSTOM DOOR 5Y 'CUSTOM DOORS' ORDER " I0L N -r V R F 2-3-22
13302 NE Wnd ST. MIAMI SHORES, FL.
rev. = 4-'I-r1
WONDUPAS MAi 0GANY UNIT SIZE 6.6' x 10'.V
(2)10. I' LEAPS (1) 4'W, (1) 231V
WIND DESW - ULTIMATE rW MPH
WIND DESM - AW 132 MPH
ASP PREWUR-E (MAX per project dmiq'let'-450.1; 652 PAP.
E- 1,3WOW PER NDA:
WIND fb - 1200 PSI x 1b DURATION - WO PSI
IMPACT fb - 1200 PSI x �P DURATION - 2400 PSI
CONSERVATIVE IWO FLAT USE FACTOR
CONSERVATIVE ANALYSIS:
RESISTANCE BY LEAF SPAN11VD VERt1CALLY
64 a 12 x 225 � 6 = 10.130
ALLOWABLE RESISTIN63 MOMENT wind
152k x 10.13 - 19 A mK - I/P2 fdK
Mwind - 0652k x 10.13 - .933 ftk
8
.933 w, < 1.62 ftK
�v
Digitally signed
by Timothy A
Krebs
Date:
2022.04.08
12:31:35-04'00'
Architect T.A. Krebs, LLC (aa26002462)
1460 S. McCall Rd. Suite 4A
Englewood, FL 34223 941-475-7327
Timothy Krebs, Architect AR0009168
BY:
MISSILE IMPACT RATIONAL ANALYSIS:
Pmma- H(W) (Vb) (W (Cd) (CJ (RmJ / (29) (AV
W- 91b, V- 50 ft/(sec(.gwrrd))
es 32.2 ft/(setc. "W&vd)), L't - 0.05 sec
Gr ■ 1, C.b- i, R.m-1
P-3.14, Cd- OD
F a 350.42 LB
ALLOWABLE RESISTINCw MOMENT impact
2Ak x 10.13= 243 w - 2.0 MK
Mmax - 10.92/2' x JISK - .SS&frK
impact
S56 nK < 2.0 rr,K
CONNECTION USING W 4 1
PERP ETER - 34.4 ft
AREA - "ILS SGU: .
11.9 ft x 5O? + 350 - 3,952 L5
3,363 / 33B - 91 M.F
1/4' TAPC0* or M2 wA. • 12' OTC. 3' FROM ENDS
ALLOWABLE FOR ALL FAILURE MODES NDS
PENETRATION TESTS AT 34 MPA, ASTM E-331
STANDARD TEST METHOD PER MANUFACTURER'S
OFF \`WISHED DATA
41
CITY
��• A R 9 1
�•
6 8 •.U�
0%COPY
ED
A
DORANO DOOR SERIES
OUTSWING WOOD DOORS
FLORIDA STATE APPROVAL
CODE VERSION: FLORIDA BUILDING CODE 2017 - Gth EDITION
APPROVED FOR USE INSIDE HVHZ AND OUT5IDE HVHZ
CATEGORY: EXTERIOR DOORS -- SUBCATEGORY: SWINGING EXTERIOR DOOR ASSEMBLY
IMPACT RE515TANT: LARGE MISSILE
GENERAL NOTES:
1- CODE: THI5 PRODUCT HAS BEEN TESTED UNDER PROTOCOLS TA5 201, 202 AND 203 AND DESIGNED IN
ACCORDANCE WITH THE FBC 2017 Gm EDTON INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ).
2- DEFINITION: THIS PRODUCT 15 AN EXTERIOR OUT SWING WOOD TYPE DOOR DESIGNED, CONSTRUCTED AND
TESTED TO PROVIDE PROTECTION FROM HURRICANE FORCE WINDS AND WIND BORNE DEBRIS (LARGE 4
SMALL MISSILE) WITHIN THE ALLOWABLE DESIGNED PRESSURES AND LIMITATIONS STATED IN THI5
APPROVAL.
3- POSTING: PRODUCT SHALL BE LABELED AS PER FBC SECTION 1703.5. THE PERMANENT LABEL, MARKING OR
ETCHING SHALL PROVIDE TRACEABILITY TO THE MANUFACTURER AND PRODUCT,
4- LOADS: DESIGNED LOAD CALCULATED BASED ON THE A5CE 7- I 0 AND PROVIDED BY A PROFESSIONAL
ARCHITECT OR ENGINEER FOR EACH SPECIFIC PROJECT. THE CALCULATED DESIGNED PRE55URE MUST NOT
EXCEED THE ALLOWABLE PRE55URE5 HERE IN SPECIFIED. THE DESIGN PRESSURES, AS DETERMINED FROM
A5CE 7-10. ARE PERMITTED TO BE MULTIPLIED BY O.G AS PER THE FLORIDA BUILDING CODE.
5- MATERIAL:
5. 1 - ALL WOOD TO BE WITH MINIMUM 0.55 SPECIFIC GRAVITY CORRECTED FOR 1 2% MOISTURE CONTENT
PER ND5 0.55 RAW. DENSITY OF BUTCHER BLOCK CONSTRUCTION WITH VENEER 0,535 g/cm-3.
5.2- GLAZING: LAMINATED IMPACTED RATED AS SPECIFIED IN THIS APPROVAL
G- FASTENERS: ASSEMBLY SCREWS AND ANCHORS SHALL BE AS SPECIFIED IN THE CURRENT SET OF DRAWINGS.
7- USE: IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR, ARCHITECT OR ENGINEER OF RECORD TO
VERIFY THE FOLLOWING:
7. 1 - THE STABILITY OF THE STRUCTURE WHERE THE PRODUCT 15 TO BE ATTACHED INSURING PROPER
ANCHORAGE,
7.2- THE SITE SPECIFIC PROJECT CRITERIA, SUCH AS BUT NOT LIMITED TO, LOCAL CODE REQUIREMENTS,
DESIGNED PRESSURES ETC,
7.3- THAT THI5 APPROVAL IS ADEQUATE TO THE SPECIFIC PROJECT.
TARI F ()F C'C)NTPNTS-
SHEET
DESCRIPTION
I OF 14
GENERAL NOTES, TABLE OF CONTENTS, TESTED UNITS
2 OF 14
MODEL I ELEVATIONS
3 OF 14
MODEL 2 ELEVATIONS
4 Of 14
MODEL 3 ELEVATIONS
5. 14
MODEL G ELEVATIONS
GO 14
MODELS 1, 2, 3, 4 AND G SECTIONS
7 Of 14
MODEL 3 AND G SECTIONS
8 77 4
MODELS J. 2, 3 AND 4 GLAZING AILS AND BILL OF MATMAEy-
8.1 OF 14
MODEL G GLAZING DETAILS AND BILL OF MATERIALS
5 0
MODELS 1, 2, 3, 4 AND G COMPONENTS
0
I I OF 14
MODELS 5 SECTIONS. BILL OF M TERfAI-5 AND COMPONENTS
12 OF 14
FRAMING ANCHORAGE
13 OF 14
QUALIFIED PANELS AND FRAMING CONFIGURATIONS
4 OF 14 1
SASH 4 FRAME A55EMBLY
TESTED UNITS��ceNB 8
•r Q�y�+ � F s "� 3
MAX. MAX. No. 5260
~74j' FW� 74}' FW
s 3T TE OF Q
ON L
So<O
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tiN 0E2U
? 45FV 45FV Z�'oo
>2 X I S[OELITE �74� FW DOOR� S[UEL[TE a O 0 '
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MODEL I MODEL 2 x
L, V
uj
MAX. MAX, N
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50} FW— �45} Fw' ti ? LLJ
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L lip ? ? O 5
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U. as
MODEL mn/ s�
Ku
lU 7 O� �a
ti cu WIND STRUCTURAL: PD= +G5 P5F, -G5 P5F 0-1D 57
WIND CYCLIC: PD= +G5 P5F, -G5 P5F
IMPACT RATING: LARGE 4 SMALL MI551LE
OPERATING FORCE
WATER RESISTANCE: A5TM E331, 1 1 .25 P5F
(1 5Yo OF +75 P5F)
MODEL 4 MODEL 5 AIR INFILTRATION: ASTM E283
FORCE ENTRY: A5TM F588
0
x
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2
W
f
w
J
0
MAX.
�74j' FW
n
LJ
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L�
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WIND STRUCTURAL: PD= +G5 " P5F, -G5 P5F
WIND CYCLIC: PD= +G5 PSF, -G5 P5F
IMPACT RATING: LARGE 4 SMALL M1551LE
- PRODUCT POSITIVE PRESSURE TO BE LIMITED TO
+GO P5F FOR INSTALLATIONS WITHOUT AN OVERHANG
MEETING THE OH ratio= OH IengtW OH height
DOOR COVERAGE (Fec 2o17 5rcTioN 17os.5. 1)
OPERATING FORCE
WATER RESISTANCE: A5TM E331
5 P5F -- (1 5% OF +GO P5F)
AIR INFILTRATION: A5TM E283
FORCE ENTRY: A5TM F588
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6
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1VL —1-1EXTERIOR 5IDE ELEVATION
RECTANGULAR TYPE PAIR DOOR XX
MODEL I
RECTANGULAR SWING -OUT
PAIR DOOR XX: (MAX. 74 1 /2' X 1 2 1 9/ 1 G')
SINGLE DOOR X: (MAX. 38 3/8" X 121 9/ I G')
PD= +G5 P5F, -G5 P5f
OPERATING FORCE
WATER PE515TANCE: A5TM E33 1, 1 ) .25 PSF
0 5% OF +75 P5F)
AIR INFILTRATION: A5TM E283
FORCE ENTRY: A5TM FEW
-H2
-H2
-H2
-H2
-H2
MODEL I
�74J�
`
CLUSTER OF
5 ANCHORS AT 4'OC
qC
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SEE SHEET 12 FOR DETAILS
vl 3
= a
CLUSTER OF
5 ANCHORS AT 4'OC
z
G
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alllll�����'��MdY la•AT 311"
SEE SHEET 12 TO SELECT AN5-CR OPTIONS
BORANO 4
LOCK INSTALL
THE ACTIVE
B/ (9) NIOX2 PI
AT AVi
LOCK HARDWARE:
HARDWARE NOTES:
I- SURFACE BOLT5: (4) SURFACE BOLTS BY 50PANO PART #H-3 WERE INSTALLED IN THE ACTIVE AND INACTIVE LEAVES AT TOP
AND BOTTOM.
THE BOTTOM 5URFACE BOLTS WERE ATTACHED USING LOCK GUIDES FROM THE EDGE OF THE ASTRAGAL AT: 3 7/5'. 5/8'
AND 6 5/5" U51NG (2) #8X I 1 /2' 55 PFH 5M5 PER LOCATION.
THE TOP SURFACE BOLTS WERE ATTACHED USING LOCK GUIDES FROM THE TOP EDGE OF THE ASTRAGAL AT: 3 7/8', 5/8° 9'
AND 18 1 /2" U51NG (2) #8 X 1 1 /2" 55 PFH EMS PER LOCATION. A LOCK BAR REINF. GUIDE WAS INSTALLED U51NG (2) # 12X3
55 PFH 51V[5.
2- STRIKE PLATES:
2. 1 - FRAME HEAD # SILL: A I I/8X2X1 1 GA THICK 55 STRIKE PLATE WERE INSTALLED ON THE HEADER AND SILL U51NG (4)
# 12X3 55 PFH 5M5. THE STRIKE PLATES WERE FLUSH WITH THE SURFACE OF THE SILL AND HEADER.
2.2- INACTIVE SASH: (3) STRIKE PLATES WERE INSTALLED IN THE INACTIVE LEAF AT CORRESPONDING POSITIONS AND WERE
ATTACHED U51NG (4,3,4) #1 OX3 55 PFH 5M5 STARTING FROM BOTTOM OF THE LEAF
3- DOOR HANDLE: A DUMMY HANDLE WAS INSTALLED ON THE INACTIVE LEAF.
4- ACTIVE DOOR LOCK: A (3) POINT WITH AN ADDITIONAL LATCHING POINT, BORANO # H I WAS INSTALLED IN THE ACTIVE DOOR
LEAF AT 42" FROM THE BOTTOM OF THE ACTIVE DOOR LEAF. THE LOCKING POINTS WERE AT 13.5. 40.5. 43.375, 68.75
FROM THE BOTTOM OF THE ACTIVE LEAF. THE LOCK WAS INSTALLED U51NG (9) # I OX2 55 PFH EMS AT I O" AND 9' OC
AVERAGE FROM THE BOTTOM OF THE DOOR LEAF,
5- HINGES: (4) 4.5X4.5 50LID BRASS HINGES BY BORANO PART# H-2 WERE ATTACHED TO THE DOOR FRAME AND DOOR LEAVES
U51NG (2) # 12X3 / (2) # 12)( 1 114 PFH 5M5 AND WERE ATTACHED TO THE DOOR LEAF USING (4) # 12X3 PFH 5M5.
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DATE:
10/31/2017
DRAWING t
17-707
SHEET
2 OF 14
i
EXTERIOR SIDE ELEVATION
ARCHED TYPE PAIR DOOR XX
MODEL 2
RECTANGULAR SWING -OUT
PAIR DOOR XX: (MAX. 74 1 /2" X 122 3/4")
SINGLE DOOR X: (MAX. 38 3/8" X 122 3/4")
PD= +G5 P5F, -G5 P5F
OPERATING FORCE
WATER RE515TANCE: A5TM E331, 11.25 P5F
(1 5% OF +75 P5F)
AIR INFILTRATION: A5TM E283
FORCE ENTRY: A5TM F558
MODEL 2
ANCHORS SPACED
T MAXIMUM 12'0
DURAND 4
a' LOCK INSTALL
AC I
V/ (13>x OX2V1
74 � Ai AVPI
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FRAME ANCHORAGE LAY -OUT
'V
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A O
W.
U N
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a H-
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a
5 ANCHORS AT 4'OC
/4�MAKHO12 OAC 174f
SEE SHEET 12 TO SELECT ANCHOR OPTIUNS
LOCK HARDWARE:
d0'41
H4 W/ 1/2- DIAMX2'LONG v -%\C EN 9,p
SHEAR PIN W/ 3/4' THROY. Q
GUI DESSHEARNF. ROD. THE PLATI No. 5260
WERE GLUE AND ATTACHED W/2 * !!t
(3) x12X3 SS PFH SMS AND ! 4
(4) x10X 1 1/2' SS PFH SM S STATE OF
STRIKE PLATE SECURED
•"
TO INACTIVE STILE
W/ (4) x10X2 PFH SMS I
STRIKE PLATE SECURED ` Am `-'
TO INACTIVE STILE 1
W/ (4) # OX2 PFH SMS
STRIKE PLATE SECURED
TO INACTIVE STILE
W/ (3) x1OX2 PFH SMS
UMMY HANDLE
STRIKE PLATE SECURED
TO INACTIVE STILE
W/ (4) x10X3 PFH SMS
`H4 Y/ 1/2' DIAMX2'LONG
SHEAR PIN W/ 3/4' THROW.
11 GA SS REINF. PLATE W/ A
GUIDE SHEAR ROD. THE PLATE
WERE GLUE AND ATTACHED W/
(3) 412X3 SS PFH SMS AN
➢
(4) x10X 1 1/2' SS PFH SMS
HARDWARE NOTES: �!
I - FLU51-1 BOLTS: THE INACTIVE DOOR LEAF CONTAINED A CONCEALED FLU5H BOLT BORANO PART # H4 WITH 1/2" DIA
LONG SHEAR PIN WITH 3/4' THROW AT TOP AND BOTTOM. THE LOCK CONTAINED AN I I GA 55 REINFORCEMENT PL - ITH
A GUIDE SHEAR ROD AT TOP 4 BOTTOM. THE REINF PLATE WERE GLUE U51NG ASHALAND 150GRIP 5P 3030 D AND 41*
ATTACHED USING (3) # 1 2X3 55 PFH 5M5 FROM BOTTOM AND (4) # I OX 1 1/2" 55 PFH 5M5 FROM INTERIOR EDGE.
2- 5TRJKE PLATES:
2. 1 - FRAME HEAD 4 SILL: a I X2X0.244 THICK 55 STRIKE PLATE WERE IN5TALLED ON THE HEADER AND 51LL U51NG
# 12X3 55 PFH 5M5. THE STRIKE PLATE5 WERE FLU511 WITH THE 5URFACE OF THE SILL AND HEADER,
2.2- INACTIVE SASH: (4) 0.8XG.9" LONG STRIKE PLATE WERE INSTALLED IN THE INACTIVE LEAF EACH USING (4) # 1
PFH SM5. THE STRIKE PLATE WERE IN5TALLED TO MATCH THE LOCK POINTS FROM THE BOTTOM OF THE LEAP. THE 5E
5TKIKE PLATE HA5 TWO CUT-OUTS
3- DOOR HANDLE: A DUMMY HANDLE WAS INSTALLED ON THE INACTIVE LEAF. y�
4- ACTIVE DOOR LOCK: A (4) POINT WITH AN ADDITIONAL LATCHING POINT, BORANO # H I A WAS INSTALLE INSTALLED IN THE ACTIV
DOOR LEAF AT 42" FROM THE BOTTOM OF THE ACTIVE DOOR LEAF. THE LOCKING POINTS WERE A5 INDICATED IN THE H
ILLUSTRATION ABOVE FROM THE BOTTOM OF THE ACTIVE LEAF, THE LOCK WA5 INSTALLED U51NG (13) # I OX2 55 PfH 5
AT 9 3/5" FROM THE BOTTOM Of THE DOOR AND 8" OC AVERAGE,
5- HINGES: (4) 4.5X4.5 SOLID BRA55 HINGES BY BORANO PART# h-2 WERE ATTACHED TO THE DOOR FRAME AND DOOR
LEAVES U51NG (4) # 1 2X3 PFH 5M5 AND WERE ATTACHED TO THE DOOR LEAF U51NG (4) # 12X3 PFH 5M5.
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DATC:
10/31/2017
DRAWNG 0
17-707
5111!
3 OF 14
EXTERIOR SIDE ELEVATION
RECTANGULAR FAIR DOOR
O-XX-0 WITH 51DEUTE5
MODEL 3
RECTANGULAR SWING -OUT W/ 51DELITE5
PAIR DOOR XX: (MAX. 74 5/8" X 1 22 1 /2")
SINGLE DOOR)(: (MAX. 38 7/ 1 G' X 122 1 /2")
51DELITE O: (MAX. 45" X 122 1/2")
PD= +G5 P5F, -G5 P5F
OPERATING FORCE
WATER RESISTANCE: ASTM E331 , 1 1.25 P5F
0 59 OF +75 P5F)
AIR INFILTRATION: A57M E283
FORCE ENTRY: A5TM F588
SASH CONSTRUCTION
MODEL 3
CLUSTER OF
6 ANCHORS AT 4'OC 7� ANCHORS AT
4 MAX. 12OC
W U
xa
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W.
U N
¢
a
-Z ca
N Y
rn f
Z W
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O
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x
2 Q
3
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M W
X L7
¢
N �
I W
c>
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CLUSTER OF
3 ANCHORS AT 4'OC
r
CLUSTER OF
6 ANCHORS AT 4'OC
THE DOOR LEAF CORNERS AND INTERMEDIATE CONNECTIONS WERE RABBET BUTT JOINED
U51NG MORTISE AND TENON CONNECTIONS.
BOTTOM RAIL TO VERTICAL STILE: 6 3/4 X 3/4 X 17/8" TENON INTO THE 5TILE
TOP RAIL TO VERTICAL STILE: 4 114 X 3/4 X 1 7/8" LONG TENON INTO THE STILE
INTERMEDIATE RAIL TO VERTICAL STILE: 4 114 X 3/4 X 1 7/5' LONG TENON INTO THE STILE
INTERMEDIATE RAIL TO HORIZONTAL RAILS: 4 114 X 3/4 X 1 7/8" LONG TENON INTO RAIL5
THE ASTRAGAL WAS ATTACHED TO THE DOOR SASH U51NG (1 1) #8X I WOOD SCREWS AT
I I "OC.
ANCHORS AT
MAX. 12' UC
r�.
LOCK HARDWARE:
SAME AS SHEET 3
4
DE F
4
No. 526
STATE C
OR 10
HARDWARE NOTES:
I - FLUSH BOLTS: THE INACTIVE DOOR LEAF CONTAINED A CONCEALED FLUSH BOLT BORANO PART # H4 WITH 112" DIAM X2'
LONG SHEAR PIN WITH 3/4' THROW AT TOP AND BOTTOM. THE LOCK CONTAINED AN I I GA 55 REINFORCEMENT PLATE WITH
A GUIDE SHEAR ROD AT TOP 4 BOTTOM. THE REINFORCING PLATE WERE ATTACHED USING (3) # 12X3 55 PFH 5M5 FROM
BOTTOM AND (4) # I OX 1 1 /2" 55 PFH 5M5 FROM INTERIOR EDGE. THE FLUSH BOLTS WERE 2 5/8" FROM THE VERTICAL END
OF THE LOCK STILE.
2- STRIKE PLATES:
2. 1- FRAME HEAD # SILL: A I 1/2X3X IM THICK STEEL STRIKE PLATE5 WERE INSTALLED ON THE HEADER AND SILL U51NG
(4) # 12X3 PfH 5M5. THE STRIKE PLATES WERE FLUSH WITH THE SURFACE OF THE SILL AND HEADER.
2.2- INACTIVE SASH: (4) 0.&G.9" LONG STRIKE PLATE WERE INSTALLED IN THE INACTIVE LEAF EACH USING (4) # 1 OX2
PFH 5M5, EXCEPT 2NO FROM THE BOTTOM WITH (3) SCREWS SAME TYPE, THE STRIKE PLATE WERE INSTALLED TO MATCH
THE LOCK POINTS FROM THE BOTTOM OF THE LEAF. THE SECOND STRIKE PLATE HA5 TWO CUT-OUTS
3- DOOR HANDLE: A DUMMY HANDLE WAS INSTALLED ON THE INACTIVE LEAF.
4- ACTIVE DOOR LOCK: A (4) POINT WITH AN ADDITIONAL LATCHING POINT, BORANO # H I A WAS INSTALLED IN THE ACTIVE
DOOR LEAF AT 42' FROM THE BOTTOM OF THE ACTIVE DOOR LEAF. THE LOCKING POINTS WERE AS INDICATED IN THE
ILLUSTRATION AS PER SHEET 3 Of 14 FROM THE BOTTOM OF THE ACTIVE LEAF. THE LOCK WAS INSTALLED U51NG (15)
# I 0X2 55 PFH 5M5 AT 8 3/4" FROM THE BOTTOM Of THE DOOR AND 7 7/8' OC AVERAGE.
5- HINGES: (5) 4.5X4.5 SOLID BRASS HINGES BY BORANO PART# H-2 WERE ATTACHED TO THE DOOR FRAME AND DOOR
LEAVES U51NG (4) # 12X3 PfH 5M5 AND WERE ATTACHED TO THE DOOR LEAF U51NG (4) # 12X3 PFH 5M5.
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NA
DATE:
10/31/2017
1 7-707
SHEET
4 OF 14
H
DECORATIVE TRIANGULAR
CUTS 1/4' DEEP X 1/4' WIDE
SPACED AT 7 1/2'OC
MODEL 4
RECTANGULAR SWING -OUT 1 3/4")
SINGLE DOOR X: (MAX. 50 1/2"X 122 1/2")
PD= +G5 P5F, -G5 P5F
OPERATING FORCE
WATER RESISTANCE: A5TM E331 . 1 1 .25 PSF
(1 5% OF +75 P5F)
AIR INFILTRATION: A5TM E283
FORCE ENTRY: A5TM F588
7j
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12, OC
MODEL 4
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a �.
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FOR DETAILS
rn s
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5
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•�NtAi
CEN8F
No. 5260 6�
* * *..;
}� STATE OF Air
0RI�P
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6 MI/611, 6 a>
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TO JAMB W/ z z 3 O O
(4 MIOX2 PFH SMS po�7 ft
STRIKE PLATE SECURED (Q I31 I �1 z O OQj
TO JAMB W/ go
(4) 4IOX2 PFH SMS u'7 W w
STRIKE PLATE SECURED ((�
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(3) #IGX2 PFH SMS IV
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HARDWARE NOTES:
I - DOOR HANDLE: ACTIVATING THE LATCH WAS INSTALLED AT 42' FROM THE BOTTOM OF THE DOOR,
2- ACTIVE DOOR LOCK: A (5) POINT LOCKING MECHANISM WITH AN ADDITIONAL LATCH, # H I A - 5 POINT BY BORANO, WAS
INSTALLED ON THE LEAF. EACH POINT LOCK PROTRUDED 13/1 G'. THE CORRESPONDING (5) G 7/8' XO.80 X O. 1 1 2' PAINTED
STEEL STRIKES PLATES WITH 1 .73X0.50' SLOT WERE ATTACHED TO THE DOOR JAMB AS ILLUSTRATED ABOVE
3- HINGES: (5) 4.5X4.5 50LID BRA55 HINGES BY BORANO PART# H-2 WERE ATTACHED TO THE DOOR FRAME AND DOOR
LEAVES L151NG (4) # 1 2)(3 PFH 5M5 AND WERE ATTACHED TO THE DOOR LEAF U51NG (4) If 12X3 PFH 5M5.
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SCAC:
NA
DATE:
10/31/2017
DRAMNrA
17-707
5M[[T
5 OF 14
74J FW
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INACTIVE ACTIVE
EXTERIOR SIDE ELEVATION
RECTANGULAR TYPE PAIR DOOR W/ TFAM50M XX-O
-H2
-H2
-H2
-H2
-H2
MODEL G
RECTANGULAR W/ TRANSOM SWING -OUT
PAIR DOOR XX-O: (MAX. 74 1 /2" X I GO 3/8")
SINGLE DOOR X-O: (MAX. 38 3/8" X I GO 3/8")
I PD= +G5 P5F, -G5 P5F I
PRODUCT P051TIVE PRESSURE TO BE LIMITED TO
+GO P51` FOR INSTALLATIONS WITHOUT AN OVERHANG
MEETING THE OH ratio= OH IengtW OH height
DOOR COVERAGE CITC 2017 SECTION 1709.5.1)
OPERATING FORCE
WATER RE515TANCE:A5TM E331
9 P5F - (1 5% OF +60 PSF)
AIR INFILTRATION: A5TM E283
FORCE ENTRY: ASTM F588
MODEL 6
T8
AT 13' OC---
i
" FBC SECTION 241 1 .3.3. 1 FOR EACH FIXED
GLA55 SILL WITH WIDTH MORE THAN 3 FEET
TO HAVE TWO APPROVED NEOPRENE SETTING
BLOCKS 70-90 SHORE A DUROMETER
-r
HARDNESS
1/4-2OX3 SS PFH MS
- W/ NUT SPACED -
AT 12 1/4'OC
q p
STRIKE PLAT E
LJ .
TO INACTI
&W
u
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W/ (4) N12X1 1/2
(4 Z
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u f
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STRIKE PLATE
TO INACTI
W/ (4) N12XI 1/2
CLUSTER OF
5 ANCHORS AT 4'OC
ANCHORS AT
MAX. 12' aC
LUSTER
OF
3 ANCHORS
AT 3' OC
LOCK HARDWARE:
�4„ DE F/
��CENBF 51
v
No. 5260
* * *}_g>
STATE OF & l
,C 04
4 POINT
NSTALLED TO
TIVE STILE
N1OX2 PFH SNS
e' Dc
HARDWARE NOTES:
I - FLUSH BOLTS: BORANO PART H-4 INSTALLED IN THE INACTIVE LEAF 17 1 /4' FROM THE TOP AND 19 1/2' FROM THE BOTTOM OF THE
SASH. THE LOCK CONTAINED AN i I GA 55 REINFORCEMENT PLATE WITH A GUIDE SHEAR ROD AT TOP AND BOTTOM. THE REIN!'. PLATE
WERE GLUED USING ASHLAND 150GRIP SP 3030D AND WERE ATTACHED USING (3) # 12X3 55 PFH 5M5 FROM BOTTOM AND (4) # I OX I 1
/2" 55 PFH 5M5 FROM THE INTERIOR EDGE.
2- STRIKE PLATES:
2. 1- FRAME HEAD E SILL: A I X2XC.244 THICK 55 STRIKE PLATE WERE IN5TAUED ON THE HEADER AND SILL U51NG (4) # 1 2X3 55 PFH
5M5. THE STRIKE PLATE5 WERE FLUSH WITH THE SURFACE OF THE SILL AND HEADER
2.2- INACTIVE SASH: (4) 0.6XG.9' LONG STRIKE PLATES WERE INSTALLED IN THE INACTIVE LEAF U51NG (4) #1 2 X I 1/2' PFH 5M5.
3- DOOR HANDLE: A DUMMY HANDLE WAS IN5TALLED ON THE INACTIVE LEAF.
4- ACTIVE DOOR LOCK: A (4) POINT WITH AN ADDITIONAL LATCHING POINT, BORANO # H IA WAS INSTALLED IN THE ACTIVE DOOR LEAF AT
42' FROM THE BOTTOM OF THE ACTIVE DOOR LEAF. THE LOCKING POINTS WERE AT 12. 4 1 .5. 67 AND 92 FROM THE BOTTOM OF THE
ACTIVE LEAF. THE LOCK WAS INSTALLED L151NG (1 3) # I OX2 55 PFH 9M5 AT 9.375'. 16.375, 25.25, 34.5. 46.375, 55.5, 64.5. 71.25.
78.75, 80.875, 90, 96.75, 105 FROM THE BOTTOM OF THE DOOR LEAF.
5- HINGES: (5) 4.5X4.5 50LID BRA55 HINGES BY BORANO PART# H-2 WERE ATTACHED TO THE DOOR FRAME AND DOOR LEAVES USING (4)
#12X3 PFH 5MS.
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DATC:
10/31J2017
DRAWING t
17-707
SHEET
5.1 OF 14
MODELS 1, 2, 3, 4 AND 6 - SECTIONS
I'I
FEE ANHOGE DETAILS
1/2%1/8 TAPE V2862 BY TSG
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16. I
8
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r8 1-13 DR 12 13 ORr3 i
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DATE:
10131/2017
DRAWING w
17-707
SMEE7
6 OF 14
n
v
MODELS 3 AND 6 - SECTIONS
r31
-SEE SHEET 12
FOR ANCHORAGE DETAILS
I/2%1/8 TAPE V2862 BY TSG 1/2XI/8 TAPE V2862 BY TSG
AND 995 SILICONE - - AND 995 SILICONE
CAB%2 1/2' PFH SMS B8X2.1/2' PFH 5
SPACED' AT 12 3/8'OC SPACED AT 12 3/8'
MAX. SIDE LITE FRAME WIDTH (FW)
1/4'
SHIM
SEE SHEET
ANCHORAGE
3
— 8
1/4-2OX3 FHMS W/ WASHER AND NUT
AVERAGED SPACED AT 11' DC
— —9
—DOOR FRAME WIDTH (FW)
FBC 5ECTION 241 1 .3.3. 1 FOR EACH FIXED
GLA55 51LL WITH WIDTH MORE THAN 3 FEET
TO HAVE TWO APPROVED NEOPRENE 5ETTING
15LOCK5 70-50 5HORE A DUROMETER
HARDNE55
RIOX2 PFH SMS
LOCATED 4' FROM ENDS
AND EVERY 10.00
THE SASH IS LAID INTO
_ THE FRAME USING DBL
FACE SILICONE TAPE
1 e
1/4-2OX3 SS PFH MS
W/ NUT SPACED
AT 12 I/4'OC
SEE SHEET 12 FOR
ANCHORAGE DETAILS
91
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ANCHORAGE DETAILS
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MODELS
1, 2, 3 AND 4 —BILL OF MATERIALS
* GLAZING DETAILS
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No.5260
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BILL OF MATERIALS:
It sL
MAx. GLASS
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GLAZING DETAILS
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PLUS II INTERLAYER
Z O OQ
a 3/ 16' ANNEAL GLASS
a 0
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GLA55 GLAZING METHOD:
O
GLASS AND GLAZING STOP WERE WET GLAZED
��
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U51NG DOW 995 51LICONE AND FURTHER
A
rj<zo
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DOOR WEATHER STRIPPING:
> a f
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WOOD PANEL GLAZING METHOD:
PANEL AND GLAZING STOP WERE WET GLAZED
ORAI'IING I MOM iNC,
U51NG DOW 995 51LICONE AND FURTHER
5CAN_:
NA
ATTACHED U51NG #8X2 PFH 5M5.
I
-14 EN+EO--}I�
DATI:
0/31 /2017
DRAWING k
17-707
SHEET
8 OF 14
PART#
DESCRIPTION
MATERIAL
I
6 5/8 X 13/4 HEADER/ JAMB
LAMINATED WOOD
2
6 5/8 X 13/4 SILL
SOLID WOOD
3
7 X 2 I/4 HINGE STILE
BUTCHED BLOCK W/ VENEER
4
7 X 2 LOCK STILE
BUTCHED BLOCK W/VENEER
5
7 X 2 I/4 TOP RAIL
BUTCHED BLOCK VENEER
6
9 3/8 X 2 I!4 BOTTOM RAIL
BUTCHED BLOCK W! VENEER
7
7 X 2 I /4 INTERMEDIATE RAIL
BUTCHED BLOCK W/ VENEER
8
3/4 X 3/1 6 INSIDE MOULDING
SOLID WOOD
9
I I/4 X I I/8 GLAZING STOP
SOLID WOOD
10
I I/2 X 5/8 INACTIVE ASTRAGAL
SCUD WOOD
I I
13/4 X I I/4 ACTIVE A5TRAGAL
LAMINATED WOOD
12
2 I/4" LAMINATED WD PANEL
LAMINATED WOOD
13
I/2'IMPACT GLA55
LAMINATED ANNEAL GLA55
14
DOW CORNING 995
STRUCTURAL SILICONE
15
I .22X.51 WEAR STRIP
ALUMINUM
16
I I/2 X 3/4 DRIP CAP
50UD WOOD
16. I
2.3X3 TRANSOM SASH
BUTCHED BLOCK W/ VENEER
PARTk
DESCRIPTION
MATERIAL
51
k 10 X 3" PFH SMS
ZINC PLATED STEEL
52
#6 X I I/4" PFH 5M5
ZINC PLATED STEEL
53
18 GAXI"BRAD NAIL
GALVANIZED STEEL
54
#6 X I I/2" PFH SMS
ZINC PLATED STEEL
55
k8 X 2" PFH SMS
ZINC PLATED STEEL
56
# 12 X I I /4" PFH SM5
ZINC PLATED STEEL
57
N 12 X 3" PFH SMS
ZINC PLATED STEEL
58
k8 X I I /2' PFH SMS
ZINC PLATED STEEL
59
k I O X 2' PFH SMS
ZINC PLATED STEEL
PARTk
DESCRIPTION
MATERIAL
H I
BORANO 4 POINT LOCK
STEEL
H2
4.5X4.5 BORANO HINGES
SOLID BRA55
H3
BORANO SURFACE BOLTS
STEEL
H4
I I/8"X2"Xil GA STRIKE PLATE
STAINLESS STEEL
PART#
DESCRIPTION
MATERIAL
W I
QEBD 650 KERF
BY SCHLEGEL
W2
BULB VINYL
NEOPRENE
W3
QEZD 320 FLAT
BY SCHLEGEL
GLAZING DETAILS
3/16' ANNEAL GLASS
a
0.12 GLASSLAM SAFETY
PLUS II INTERLAYER
H
3/16' ANNEAL GLASS
u
///-14
6.
GLA55 GLAZING METHOD:
GLA55 AND GLAZING STOP WERE WET GLAZED
U51NG DOW 995 SILICONE AND FURTHER
ATTACHED U51NG #8X2 PFH 5M5.
WOOD PANEL GLAZING METHOD:
PANEL AND GLAZING STOP WERE WET GLAZED
U51NG DOW 995 51LICONF AND FURTHER
ATTACHED USING #8X2 PFH 5M5.
MODELS G — BILL OF MATERIALS * GLAZING DETAILS
MAX. GLASS
64 DLO
•tOx2 PFHSMS _
PACED AT l0'OC
TRAN50M GLAZING
MAX, GLASS
2l DLO
—�'c21 x10x2
// pczl x10X2
PFHSMS
DOOR GLAZING
PANEL
74 DLO
(6 T11 AL)
x10X2
PFHSMS
m
JO
iA
aT
N
DOOR WOOD
PANEL
BILL OF MATERIALS:
PART#
DESCRIPTION
MATERIAL
I
G 5/8 X 1 3/4 HEADER/ JAMB
LAMINATED WOOD
2
G 5/8 X 1 3/4 SILL
SOLID WOOD
3
7 X 2 1/4 HINGE STILE
BUTCHED BLOCK W/ VENEER
4
7 X 2 1/4 LOCK STILE
BUTCHED BLOCK W/ VENEER
5
7 X 2 1/4 TOP RAIL
BUTCHED BLOCK W/ VENEER
G
9 3/8 X 2 1/4 BOTTOM RAIL
BUTCHED BLOCK W/ VENEER
7
7 X 2 1/4 INTERMEDIATE RAIL
BUTCHED BLOCK W/ VENEER
8
1 3/4 X 3/ 1 G INSIDE MOULDING
SOLID WOOD
9
1 114 X I I /8 GLAZING STOP
SOLID WOOD
10
1 1/2 X 5/8 INACTIVE ASTRAGAL
SOLID WOOD
11
1 3/4 X 1 I/A ACTIVE ASTRAGAL
LAMINATED WOOD
12
2 1/4" LAMINATED WD PANEL
LAMINATED WOOD
13
1 /2" IMPACT GLA55
LAMINATED ANNEAL GLA55
14
DOW CORNING 995
5TRUCTURAL 51LICONE
15
1.22X.51 WEAR STRIP
ALUMINUM
I G
I 1/2 X 3/4 DRIP CAP
SOLID WOOD
I G.I
2.3X3 TRANSOM SASH
BUTCHED BLOCK W/VENEER
ASSEMBLY SCREWS f NAILS:
PART#
DESCRIPTION
MATERIAL
51
# 10 X 3" PFH 5M5
ZINC PLATED STEEL
52
#G X 1 I/4" PFH 5M5
ZINC PLATED STEEL
53
18 GA X I " BRAD NAIL
GALVANIZED STEEL
54
#G X 1 1 /2" PFH 5M5
ZINC PLATED STEEL
55
#8 X 2" PFH SM5
ZINC PLATED STEEL
5G
#1 2 X 1 1/4" PFH SM5
ZINC PLATED STEEL
57
# 12 X 3" PFH SIAS
ZINC PLATED STEEL
58
#8 X I 1 /2' PFH 5M5
ZINC PLATED STEEL
59
1 # 10 X 2" PFH 5105
ZINC PLATED STEEL
DOOR HARDWARE:
PART#
DESCRIPTION
MATERIAL
H I
BORANO 4 POINT LOCK
STEEL
H2
4.5X4.5 BORANO HINGES
SOLID 13RA55
H3
BORANO SURFACE BOLTS
STEEL
H4
1 1/8"X2'%II GA STRIKE PLATE
5TAINLE55 STEEL
DOOR WEATHER STRIPPING:
PART#
DESCRIPTION
MATERIAL
W I
QE13D G50 KERF
BY SCHLEGEL
W2
BULB VINYL
NEOPRENE EEA
W3
QEZD 320 FLAT
BY SCHLEGEL
4NN
ff�"sY9 ceHBF
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No. 5260
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STATE OF
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SCALE:
NA
DATE.
10/31/2017
DRAW NG 4
17-707
SHEET
8.1OF14
- HEADER/ JAMB
LAMINATED MAHOGANY WOOD
OR SOLID MAHOGANY WOOD
6�
41b
1
2- SILL
50LID MAHOGANY WOOD
3- DOOR HINGE STILE
BUTCHER BLOCK MAHOGANY WOOD
4- DOOR MEETING 5TILE
BUTCHER BLOCK MAHOGANY WOOD
MODELS 1, 2, 3, 4 AND 6 — COMPONENTS
D. 50
i H 2A- ALUMINUM WEAR STRIP
G T 5ECURED TO 51U WITH 98XI /4' EHWS
5PACED AT II'CC
5- DOOR TOP RAIL
BUTCHER BLOCK MAHOGANY WOOD
LAMINATED MAHOGANY FOR ARCHED UNIT5
7- DOOR INTERMEDIATE RAIL
BUTCHER BLOCK MAHOGANY WOOD
----------- T-----r----T-----r----I--
1 L 1 L L I L
G- DOOR BOTTOM RAIL
BUTCHER BLOCK MAHOGANY WOOD
•,p..xrxfti
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C E N
4
No. 5260
i
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STATE OF
G� AZ R1O.'f
I G- TRAN50M 5A5H
BUTCHER BLOCK MAHOGANY WOOD
-ru
I G- DOOR BOTTOM RAIL DRIP CAP
SOLID MAHOGANY WOOD
INSTALLED WITH /6 X 1 1 /2 PPH5M5 AT 9 I /2' OC
s/p p� rc m
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5- DOOR INTERIOR
CV
DECORATIVE MOULDING
9- DOOR GLAZING
50LID MAHOGANY WOOD 501-I0 MAHOGANY D
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1
10- INACTIVE LEAF A5TRAGAL
50LID MAHOGANY WOOD
1
I I 1
I I rim
I I - ACTIVE LEAF A5TRAGAL
LAMINATED MAHOGANY WOOD
NA
DATE:
10/31/2017
DRAWING f
17-707
SHEET
9 OF 14
(6) 3/9 DIAMX33 3/4' `
STEEL REINF. ROD I — 43
INSIDE PANEL SPACED I—
H21 Nil •����.�����.
)
Iy H21
I .
H21-1I .----------.
w
FRAME ANCHORAGE
LAYOUT
EXTERIOR SIDE ELEVATION 4�
ANCHORS AT�
I '
RECTANGULAR TYPE SINGLE DOOR X
((''��''MAX.
12' OC I'
BUTCHER BLOCK ONE SLAB CONSTRUCTION
SEE SHEET 12 TO SELECT ANCHOR OPTIONS
MODEL 4
RECTANGULAR BUTCHER BLOCK SLAB SWING -OUT
SINGLE DOOR X: (MAX. 45 1 /2" X 121 3/4")
PD= +G5 PSF, -G5 PSF
OPERATING FORCE
WATER RESISTANCE: A5TM E331 , 1 1.25 P5F
(15%OF+75 P5F)
AIR INFILTRATION: A5TM E283
FORCE ENTRY: A5TM F558
MODEL 5
Al A2 A3 A4
ALTERNATE DOOR PANELS
NOTES:
I - ILLUSTRATED ABOVE 15 JUST FOR A FEW VARIATIONS OF
MANY P0551BLE COMBINATIONS.
2- COMBINATIONS OF ALTERNATE DOOR PANELS ARE
ACCEPTABLE IF DESIGN ARE MADE WITH SURFACE APPLIED
MOLDING OVER THE MAIN 2-1/4" BUTCHER BLOCK SLAB OR
VENEER GROOVING,
SECURED TO JAMB W/
(4) NIOX2 PFH SMS
STRIKE PLATE
SECURED TO JAMB W/
<4) 41OX2 PFH SMS
STRIKE PLATE
SECURED TO JAMB W/
(3) N10X2 PFH SMS
STRIKE PLATE
SECURED TO JAMB W/
(4) N1OX2 PFH SMS
HARDWARE NOTES:
I - DOOR LOCK: A (4) POINT LOCKING MECHANISM MODEL 5000 BY VACHET7E, WAS
INSTALLED ON THE LEAF. EACH POINT LOCK PROTRUDED 13/ 1 G' AND WERE
LOCATED AS PER ILLUSTRATION ABOVE. THE MAIN LATCH WAS LOCATED AT 37 716
FROM THE BOTTOM OF THE LEAF, THE FOUR POINT LOCK ASSEMBLY WAS
ATTACHED TO TEH LEAF L151NG () 5) AGX2 PFHSM5 1 1 /2" FROM THE BOTTOM AND
7 5/8" OC AVERAGE.
2- STRIKE PLATES: THE STRIKE PLATES WERE INSTALLED AT THE LOCATIONS
CORRESPONDING TO THE LOCK POINTS. EACH STRIKE PLATE WAS ATTACHED TO
THE FRAME JAMB USING (4) N I OX 2" PFH5M5 EXCEPT THE STRIKE PLATE
CORRESPONDING TO THE LATCH LOCK OR 2ND POINT FROM THE BOTTOM WHICH
ONLY USED (3) M1 OX2' PFHSM5
3- HINGES: (4) PIVOTA DX 300 3-1) CP SAFE HINGES BY BA5Y5 WERE ATTACHED TO
THE DOOR LEAF AS PER ELEVATION. THE HINGES WERE SECURED TO THE DOOR
JAMBS WITH (4) SCREWS ((2) M 12X I I12" PFH5M5 AND (2) 114 X 3 114") AND
SECURED TO THE LEAF WITH (4) 1/4X2 1/2' PFH5M5.
4- REINFORCEMENT: (6) 5/8" DIAMETER X 33 3/4" LONG STEEL RODS LOCATED AS PER
ELEVATION INSTALLED IN THE BUTCHER BLOCK CONSTRUCTED AREA.
r ��CEMBF �Rm
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No. 5260 _§
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DATE:
10/31/2017
DRAWING I
17-707
SHEET
10OF 14
MODEL 5 - SECTIONS, BILL OF MATERIALS AND COMPONENTS
BILL OF MATERIALS:
I� 2... _! I - HEADER/JAMB
��I LAMINATED MAHOGANY WOOD
6?-
1� 4fi
2- SILL
SOLID MAHOGANY WOOD
I I I
I I I
I I I I
I I I I
nm I
12. 1- DOOR PANEL W/OUT RAILS/ STILES
WOOD PANEL CONTRUCTION
CENTER 1 3/5' BUTCHED BLOCK
EXTERIOR/ INTERIOR MAHOGANY VENEER
PART#
DESCRIPTION
MATERIAL
1
6 13/4 HEADER/ JAMB
LAMINATED WOOD
2
G 5/8 X 13/4 SILL
SOLID WOOD
12.1
2 1/4" BUTCHER BLOCK PANEL
BUTCHER BLOCK WOOD
1 5
I .12 X .5 1 WEAR STRIP
ALUMINUM
ASSEMBLY 5CREW5 t NAIL5:
PART#
DESCRIPTION
MATERIAL
51
# 10 X 3' PFH 5M5
ZINC PLATED STEEL
59
# 10 X 2' PFH 5M5
ZINC PLATED STEEL
510
#1 2 X 1 1/2" PFH SM5
ZINC PLATED STEEL
51 t
1/4" X 3 1/4" PFH 5M5
ZINC PLATED STEEL
512
1/4" X 2 1/2" PFH 5M5
ZINC PLATED STEEL
513
#G X 2' PFH 5M5
ZINC PLATED STEEL
DOOR HARDWARE:
PART#
DESCRIPTION
MATERIAL
H 'I
MODEL 5000 BY VACHETTE
STEEL
H2 1
I PIVOTA DX 300 3-D CP HINGES
BY 5A5Y5
DOOR WEATHER STRIPPING:
PART#
DESCRIPTION
MATERIAL
W I
QED[) G50 KERF
BY SCHLEGEL
W3
QEZD 320 FLAT
BY SCHLEGEL
ATYPICAL HORIZONTAL
1/8'X3/16- GROOVE
-(6) 5/8 DIAM X 33 3/4'
STEEL REINFORCEMENT ROD
INSIDE PANEL STARTING AT 17'
1 FROM THE BOTTOM AND SPACED
[, AT MAXIMUM 17'OC
1� I
SEE SHEET 12 FOR
ANCHORAGE DETAILS
r v1
1 Net
1
MAX. - DOOR OPENING <
1/4'
SHIN FRAME WIDTH (.
ROUGH OPENING
ICI
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ANCHORAGE DETAILS—'
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1/4'
SHIM DRAWING 1
17-707
511EET
II OF14
MODELS 1, 2, 3, 4, 5 AND 6 - FRAMING ANCHORAGE
FRAMING ANCHORAGE DETAILS
MAX.
MAX.
l/
If_FRAME VIDTH-
tFW
FRAME WIDTH 1/4'
(FV)
I
MAX.
WIDTH _1/4'
_FRAM F_
)/1/4'n4%
I -FRAME WIDTH
(FV)
� A a DU
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aN
1�.
�O
l 1/4' s
I
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EXTERIOR
EXTERIOR
EXTERIOR
FULL BEARING
EXTERIOR
1 /4'
i
EXISTING
STRUCTURE
0HUCK-
HY UTHERS
?HICK
MAX.
EXISTING
STRUCTURE
OPTION I
FRAME MOUNTED DIRECTLY INTO SUBSTRATE WITH
OPTION 2
FRAME MOUNTED WITH MAXIMUM 1/4' 5HIM AND MAXIMUM
OPTION 3
FRAME MOUNTED DIRECTLY INTO 2X FT WOOD BUCK
OPTION 4
MAXIMUM 114' SHIM AND 1/4" ULTPACONS BY
I X PT CONTINUOUS WOOD SPACER SECURED BY 114'
(SG>-0.55) W/ MAX, I/4' SHIM AND SECURED BY
FRAME MOUNTED DIRECTLY INTO METAL
ELCO WITH 13/4" MIN. EMBEDMENT INTO GROUT
ULTRACONS BY ELCO WITH 13/4" MIN. EMBEDMENT INTO
N SS WOOD SCREWS OR 1/4' ULTRACONS WITH
14
STRUCTURES W/ MAX. I/4° SHIM. I /4"-20
FILLED MA
MASONRY (JAMBS) OK INTO 3000 PSI
GROUT FILLED MA50NPY (JAMBS) OR INTO 3000 PSI
1 MIN. EMBEDMENT.
PFH 505 GR 5 INTO MIN, 1 /8' A3G STEEL OR
CONCRETE
CONCRETE. FOR INSTALLATION INTO METAL STRUCTURES
(REFER TO ELEVATIONS FOR ANCHORS CITY. AND
GOG3-TG ALUMINUM.
(REFER TO ELEVATIONS POP ANCHORS CITY. AND
USE 114-20 HWH GRADE 5 SD5
LAY -OUT)
(REFER TO ELEVATIONS FOR ANCHORS Ott.
LAY -OUT)
(REFER TO ELEVATIONS POP ANCHORS OTY. AND LAY -OUT)
2X BUCK TO BE PROPERLY DESIGNED BY OTHEP5.
AND LAY -OUT)
I X BUCK TO BE PROPERLY DESIGNED 8Y OTHERS.
.P-
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iii ��CENBF
No. 5260
STATE OF
O'�Fs �OR10�
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ALTERNATE ANCHORAGE LOCATION
w m m
ALL ABOVE OPTIONS CAN BE INSTALLED WITH
M
ANCHORS LOCATED BELOW THE WEATHER
1=
STRIPPING AS SHOWN BELOW
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EXTERIORJ
1/4.I
MAX.
SCAM:
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DAT[:
10/31/2017
EXISTINGRUCTURE
ST
DRAWING 0
17-707
12OF 14
QUALIFIED FRAME AND PANEL5 CONFIGURATION5
RECTANGULAR XX ARCHED XX ELLIPTICAL XX
74X122 74X122 74X122
\
RECTANGULAR X 112 ARCHED X 112 ELLIPTICAL X ELLIPTICAL X ARCHED X
38X122 38X122 35X122 35X122 38X122
�[
l
RECTANGULAR
PAIR O-XX-O - 154X 122
SINGLE 0-X-0 -I I5X 122
ARCHED OR ELLIPTICAL O-XX-O
PAIR O-XX-O - 154X 122
51NGLE 0-X-0 -I 18X1 22
i
RECTANGULAR W/ TPAN50M
PAIR XX-0 -74 112 X I GO 3/8
51NGLE X-0 -38 318X I GO 3/8
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SOLID
ALTERNATE DOOR PANEL5 SLAB
NOTE5:
I - THE5E ARE JUST FOR A FEW VARIATIONS OF MANY P0551BLE
COMBINATIONS.
2- COMBINATIONS OF ALTERNATE DOOR PANEL5 ARE ACCEPTABLE IF
GLA55 DLO AREA AND DLO WOOD PANEL AREA NOT TO EXCEED
THE SIZES L15TED ABOVE:
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17-707
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130E 14
TOP
MIDDLE
BOTTOM
VERTI
STI
SASH CONSTRUCTION:
DOOR SASH AND FRAME ASSEMBLY
SEALANT:
EXTERIOR PERIMETER WAS CAULKED WITH 51KAFLEX- I A SILICONE
SEALANT. THE BORANO GLUE PART #M3 WAS USED TO GLUE THE
MORTISE AND TENON JOINT, ASTRAGAL AND OTHER JOINTS AS
WELL AS BUTCHER BLOCK CONSTRUCTION
THE TOP, BOTTOM AND INTERIOR RAILS WERE RABBET AND BUTT JOINED WITH A 5 X 0.70X2" LONG
MORTISE AND (5' - 8 1 /2") X 3/4 X (2"-2 7/8") LONG TENON TO THE HINGE AND LOCK STILES U51NG GLUE.
THE ASTRAGAL FOR INACTIVE LEAF WAS FIRST NAILED USING 18GA X I BRAD NAIL5 AND GLUE FURTHER
SECURED TO THE LOCK STILE U51NG (9) #GX 1 1/2 PFH 5M5 AT 13 1/2"OC IN THE FIELD. THE ASTRAGAL
FOR ACTIVE LEAF WA5 FIRST NAILED U51NG 18GAX I" BRAD NAILS AND GLUE FURTHER SECURED TO THE
LOCK STILE U51NG (10) #8X2" PFH SMS AT 12°OC IN THE FIELD. A DECORATIVE MOLDING WAS ATTACHED
AROUND THE INTERIOR GLAZING AREAS USING 18GAX I BRAD NAILS. THE RECESSES WERE MADE TO
ACCEPT WEATHER STRIP AS DESCRIBED LATER IN THE REPORT.
#IOX3'
SMS
( 3) #lOX3'
PFH SMS
f
FRAME CONSTRUCTION:
THE JAM55 WERE RABBET AND BUTT JOINED WITH SILL AND HEADER USING (3) # I OX3"
PFHSM5 IN EACH CORNER AND SEALED U51NG SILICONE
THE JAMBS, HEADER AND SILL HAD A NOTCH CUT-OUT TO ALLOW THE PLACEMENT OF THE
WEATHERSTRIPPING. AN ALUMINUM BAR WAS ATTACHED TO THE SILL TOWARD THE EXTERIOR
EDGE AS WEAR STRIP AND ATTACHED BY U51NG #GX I 1 /4" 55 PFH5M5 AT 6 1 /4" OC
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DRAMW #
17-707
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