WS-15-210Inspection Worksheet
Miami Shores Village
10050 N.E. 2nd Avenue Miami Shores, FL
Phone: (305)795-2204 Fax: (305)756-8972
Inspection Number: INSP-228274 Permit Number: WS -1-15-210
Scheduled Inspection Date: March 02, 2015
Inspector: Rodriguez, Jorge
Owner: KIEFER, RONALD AND KATTIA GARCIA
Job Address: 1290 NE 100 Street
Miami Shores, FL 33138 -
Project: <NONE>
Permit Type: Windows/Shutters
Inspection Type: Final
Work Classification: Door Replacement
Phone Number
Parcel Number
1132050090020
Contractor: PRESTIGE WINDOWS & DOORS Phone: (305)820-5999
sunaing uepartment comments
REPLACEMENT OF 3 DOORS WITH IMPACT Infractio Passed Comments
INSPECTOR COMMENTS False
February 27, 2015 For Inspections please call: (305)762-4949 Page 11 of 27
Inspector Comments
Passed
CREATED AS REINSPECTION FOR INSP-227392.
Failed
Correction
Needed ❑
Re -Inspection ❑
Fee
No Additional Inspections can be scheduled until
re -inspection fee is paid
February 27, 2015 For Inspections please call: (305)762-4949 Page 11 of 27
Miami Shores Village JAN 29 2015
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
FBC 20 k6
BUILDING
PERMIT APPLICATION
BUILDING ❑ ELECTRIC ❑ ROOFING
Master Permit No. wS i S" 2 10
Sub Permit No.
❑ REVISION ❑ EXTENSION ❑RENEWAL
❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP
CONTRACTOR DRAWINGS
JOB ADDRESS: /ZY0 A4 /00
Com: Miami Shores County: Miami Dade Zia: 331-38
Folio/Parcel#: // �2DS 007- 00zo Is the Building Historically Designated: Yes NO X
Occupancy Type: S,T>. Load: Construction Type: Flood Zone: BFE: FFE:
OWNER: Name (Fee Simple Titleholder): y,��,,e� one#: �' ' a �� 'fit
Address: 1210 Ne- /00 S
City: ,Gi` A-�/ -%7//APA465 State: );r -L- Zip: 33/.7r
Tenant/Lessee Name:
Email:
ne#:
CONTRACTOR: Company Name: e;�;sW19_ VymApLAIS 0( -4,.w Phone#: 3OS-- d'ZO-6 i9�i
Address: S' V�y /t/ uJ /61 S7 -
City:.
7TCity: /[ L ~/ State: Zip: 3301 9�
Qualifier Name: S77A)& �CA-t/l &- -o Phone#:
State Certification or Registration #: coo, 17-s"/6 87 Certificate of Competency #: 60C /2J -l617
DESIGNER: Architect/Engineer: J�� AA6e Gsy fir- S PPh,,,,on��e#: AV ��'%0660
Address://005w /,z 0/04 City::��OR /fe tate: A6 Zip:; 3�-
Value of Work for this Permit: $6e / 2.�'- Square/Linear Footage of Work:
Type of Work: ❑ � te
e
Addition
� ElAlteration �"'❑ New Repair/Replace ElDemolition
Description of Work: K--0"l0'j a- A & &� 31 C&-:� ( K�,�k-C_l a" pct - P S 3,
Specify color of color thru tile:
Submittal Fee $ Permit Fee $ CCF $ CO/CC $
Scanning Fee $
Technology Fee $
Structural Reviews $
(Rev1sed02/24/2014)
Radon Fee $
Training/Education Fee $
DBPR $
Notary $
Double Fee $
Bond $
TOTAL FEE NOW DUE $ 1
Bonding Company's Name (if applicable)
Bonding Company's Address
City
Mortgage Lender's Name (if applicable)
Mortgage Lender's Address
City
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has
commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating
construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS,
FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC.....
OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all
applicable laws regulating construction and zoning.
"WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY
RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND
TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING
YOUR NOTICE OF COMMENCEMENT."
Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must
promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person
whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site
for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the
inspection will not be approved and a reinspection fee will be charged.
Signature t`A --
OWNER or GEN
The foregoing instrument was acknowledged before me this
2 day of d 20 _/ S , by
1Z/cF1972- , who is personally known
me or who has produced
� c`l
Signature
CONTRACTOR"
The foregoing instrument was acknowledged before me this
�
Z07 day of�•> � , 20 1_ ( , by
l i; S Tl AJ.1-7 /Z who is personally known to
as me or who has produced
identification and who did take an oath. identification and who did take an oath.
NOTARY PUBLIC: NOTARY PUBLIC:
as
Sign:Sign:—
Print Print:
Seal c ' KAREN CARBOK LL � �. = MYCOMMISSioN CEE171745 „
�' ° ,.••
... •'® MIP COMMISSION �' 8817?745 Seal: E=XPIRES Ail � 3UCA 11.
'} EXPIRES M&Mh 11.`2915 � !`'e�t53 �w;aewarays 1g
.,�s�,�a��s3 Fla►��.Mat�ySm��.�n
OtAAAPPROVED BY Plans Examiner Zoning
Structural Review Clerk
(Revised02/24/2014)
From:
01/29/2015 15:04 #280 P.001/001
cc "F CERTIFICATE OF LIABILITY INSURANCE DATE
r D3 DIYYYY)
Q /1
THIS CERTI016
FICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CE----
RTIFICATE
HOLDER. THIS
CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES
BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED
REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER.
IMPORTANT: If the certificate holder Is an ADDITIONAL INSURED, the policy(les) must be endorsed. If SUBROGATION IS WAIVED, subject to
the terms and conditions of the policy, certain policies may require an endorsement A statement on this certificate does not confer rights to the
certificate holder in lieu of such endorsement(s).
PRODUCER
CONTA
Merchant Insurance Solutions
239 823-4382 Paz 111 111-1111
12326 Isabella Drive
E. _ARDgg=...stnercha!it@merchant(nsurancesolutions.com
INSURER AFFORDII4000VERAGE HAIC0
Bonita Springs
INSURERA: International Insurance Company of Hanover LTD.
FL 34135
INSURED
INSURER B: Association Insurance Com ny
RJS Consultants, Inc
D13A Prestige Windows and Doors
INSURER c
5500 NW 161st Street
INSURER D :
Miami FL 33014
INSURER E:
COVERAGES ^099-rt1✓.- •n ......... .
INSURER F:
KC V IOIUM NUMbr-M
THIS 1S TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD
INDICATED. NOTWITHSTANDING ANY REQUIREMENT. TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS
CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,
EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS,
RLJA6I
TYPE OF INSURANCE WVDA lam PO Y EXP
X COMMNUM1A6ERS
ERCW L QH.TINELIABILITY
CLAIMS-MAD,I JC {
�� EACH OCCURRENCE $ 1,000.000
nrrt�:o
A
GENIL AGGREGATE LIMIT APPLIES PER:
X POLicY ❑ JEc°r ❑ LOC
OTHE
AUTONIOSILE UAMUTY
ANY AUTO
AAULSOWNED SCHEDULED
AUTOS
HIRED AUTOS pO OgWNED
UMBRELLA L OCCOCCUR
EXCESS LIAR ..... ..
LIABILITY
B
IGOSCO03370-00
NIAI IWCV016309800
pm S
'19i
o u ce $ 1
MED EXP one pemon)_ $ 5
6/3/2014 8/3/2015 pERSONAL & ADV INJURY $ 1
$
s $
BODILY INJURY (Psi pwm) $
BODILY INJURY (Per aaddem) $
P $
1/10/2015 11/10/2016 E'L''�
DESCRIPTION OF OPBRATIWNS I LOCA' IMI VEHICLES (Aftach ACORD 101. A"ftnal Runeft Sdw", Kraw space b ftgUIre11)
Contractor License number: CBC126TS87
Miami Shores Mugs
10050 NE 2nd Avenue
Miami Shores
ACORD 25 (2014/01)
CIDENT $ 1
EAEMpLo $ 1
. Pf" Ir:V 1 MAY I e �
SHOULD ANY OF THE ABOVE DESCR03ED POLICIES BE CANCELLED BEFORE
THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN
ACCORDANCE WITH THE POLICY PROVISIONS.
AUTHORIZED REPRESENTATIVE
FL 33138
®1988-2014 ACORD CORPORATION. Ali rights reserved
The ACORD name and logo are registered marks of ACORD
5500 NW 161 at Street
RE S T I G E Miami, FL 33014
P. 305.575.
1587
TNWINDOWS&DOORS
5189 Serving Keys to Palm Beaches
F.
s IPr l9ewirMtwr.com
WWW-PR15T101WINDOOR.c0M LIC#CI3C1251687
Name: V=dn '� n I Job
Addreas: JZan nl 6 Ld �) �, ail;
Tel: �3L�Fi I St ( -
-q Alt Tel: '
Email: '
Y' I�rE.'..G.Pr�gQ�a1 . �+ ef.
• �� by, _r YYtP.'rcrv,.l l 1 ,
Window/Door R®ties ment Contract
Scope of Work Included: Additional Work Included:
• Prepare floor plans and engineered wind load calculations
• Obtain all necessary permits for work to be completed
• Remove existing windows/doors and remove debris from jobsRe
Prepare existing openings to accommodate new windows/doors
• Adjust new windows/doors after Installation
• Pass all necessary Inspections to dose out permit
Exclusions: Palrld�w sill replacement
Specifi au0m;
Impact: -Z Non -Impact,_
Screen: 38 x 16 charcoal Y27P1 FYt?
Window Brand:
Door Brand:
came Color. I whl ,
Fixed
Single Hung
Casement
2PNL Horiz Roller
French Doors/ Double o e
` S
QtY
LH—RH
XO_ OX_
AI_ IA_ Wt RH_
Sliding Glass
Doors
Description
auuturai ror an iviaterials (nI �
Sales Tax INCLUDED
Total Contract Price $ (-a 12 . Q1
Down Payment
Balance on Delivery
Balance on Completion
HOA Approval Req?:
❑ Credit terms arranged for balance due
(Pw tesapprovedactinappftW=&teaontmarroe
eomPW5terms&corKW=)
❑ Credit Card (Auth. Form attached)
-$ ❑ cash / check #
$ > (there Is a $W fee for arty unpaid/returned deck
NOTE TOCEMOMEW Do norsign any doonnentsthat
are blank
Yes No Mgmt Co:
Phone: Ar I -a
BUYERS RIGHT TO CANCEL
AA work on the above mWftned property herein will be performed m a mnwy ami prafeOlonai manner. MW may ZZ—ft Agra wd by
PrW4ft wudtan notice by LIS CwNed Mail, Retum Receipt Retpaded to Ruastlge Wirdows. ThIa oaten must be wrktmr in anglish and
Pc*nW"d berme mdnrgld of the 3rd business day atter you sign gds agreemmd. For bre Purposes of gds Agrewm4 a Mudness
Irrciude tsbrday throrgfr Sadaday, but shat rct bdudeoW Mail
cancel Period errptrea, gts se�efs ooNrapt &rdaYB � enY kW hD� on whbtr the Foetal Sanies does rmt deQwr. Hgre dgtd to
may W be m by the homeow w or appfta The total emomd of the oord,ect may be cabled by
sent, and It any oxnt ecttn Is neadwl, the bAW will be reamtsbe for wrl costs ironed to enbm ft
-... --• •- •, •• ....-_ r, rw rases aormowmp and agree to the terms of this Contract and, intending to be legally bound
hereby, have hareonto sat their bands and BOWS as of the data heralm Only terms written In this Contract and approved by prestige
management will become part of Ude Conttact Mouverbal cow fi nm Nra amts — mm i -
Accept ane Date Accepted -Print Name
Date
Accept - Slgnatu - Signature
PROPERTY OWNER:
PROPERTY ADDRESS:
RONALD KIEFER
1290 NE 100 ST MIAMI SHORES, FL 33138
VAI ZU19IT IBOX ;4*01 : 1 :1 Biel RO
DATE: 01/26/15
OPENING
DESCRIPTION OF
WINDOWIDOOR
UNIT
TYPE
PRODUCT
ACCEPTANCE NO.
GLASS
NOA PRESSURE
OPENING PRESSURE
OPENING
MULLION REQ MULLION
MULLION SHUTTER REQ
IMPACT THICKNESS (+) PSF (-) PSF (+) PSF (-) PSF SIZE YIN NOA
SIZE YIN
D-1
160 SINGLE DOOR
X
13-0226.06
YES 1°
80
-80
38.1
-41.5
37x81
NO -
- N
D-2
180 I 'DOOR
• X
13-0228.06
YES 1"
80
-80
38.3
-41.7
35x82
NO -
- N
;I�-3•�
FIBERGLASSDOOR
X�
FPA 16708.1
YES -
85
-65
37.9
-41.3
40x81
NO
••••••
•
••••••
••••
•• ••
•••••
•• •
••••••
•••••
•• •
••••
••••••
••••••
•
••••••
•
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N
Confidential JOSE E. PEREZ Page 1
Permitting Coordinator
A FRANK L BENNARDO, P.E., INC. INNOVATION
Project #: 42026-54424 Project Details: KIEFER RESIDENCE
Contractor: PRESTIGE WINDOWS AND DOORS 1290 NE 100 ST
MIAMI SHORES, FL
Subject: Wind Load Design Pressure Calculations (Components & Cladding)
Site Information
Building Classification:
Enclosed
Wind Speed (Vult):
175 mph
Exposure Category:
C
Roof Type:
Hip
Roof Slope (0):
18.4 deg
Mean Roof Height (h):
15.0 ft
Min. Building Dimension (L):
30.0 ft
Parapet ;-> 3 feet?
No
ASD Method:
P = 0.6w
General Calculation
Slee VV x H (in) Zone Shutter?
Directionality Factor (Kd):
0.85
Gust -Effect Factor (G):
0.85
Internal Pressure
Coefficient (GCPd:
+0.18
Topographical Factor (KJ:
1.0
Velocity Pressure Exposure
Coefficient ( nK):
0.85
Velocity Pressure (qn):
56.57 psf
End Zone (a):
3.0 ft
ASD Method:
P = 0.6w
Mar E]ev, z (ft)
Slee VV x H (in) Zone Shutter?
zAea (f12)
Kx (Kn) z'(g n)
GCp t
GCp
Prssur�s (psf) ¢;,
D-1 15
37.0 x 81.0 4 No
20.8
0.85 56.57
0.94
-1.04
+38.11-41.5
D-2 15
35.0 x 82.0 4 No
19.9
0.85 56.57
0.95
-1.05
+38.3 /-41.7
D-3 15
40.0 x 81.0 4 No
22.5
0.85 56.57
0.94
-1.04
+37.9 /-41.3
NOTES: Design is in accordance with ASCE 7-10 (ASD method) and the 2010 Florida Building
Code. Results are not valid for use unless approved via original signature and raised engine
seal of a PE from Engineering Express. Vult may be converted to tajcl aijording to the
following formula: [Vasd = Vult * V(0.6)]. R�sek�Cateloiy�fpr sh�li4e0 Vbit shall be verified
pursuant to ASCE 7-10 Table 1.5-1 and Figufs 2M 1L C, & C'. of 1010 POC 1620.2 by others.
Results are based on contractor -supplied data aM shaft be field verified by others prior to
use. Selection & installation of products shall be approved using these dimensions and
pressures as verified by others. • •'• " ": ':� •�•
Y . •Y •
160 SW 1fTFP.AVEl$UR V:1.06; DECRFIECD BEACH, FL 33442
42026-54424 PI;ONC'iMA41669 FW. 014-354-0443
00 0
paular W
WW.ENGEXP.COM
Valid Only With Raised Engineer
Frank L. Bennardo, P.E.
PE0046549
Cert Auth 9885
PAGE " OF
J
TO REMAIN
TO REMAIN
i
i
i
BEDROOM 1; FAMILY ROOM
i
i
i ■
■
BATH ■
i
LIVING ROOM
■
■
■
BEDROOM 2
■
■
■
■
ME"" -
TO REMAIN
D -1
SD
37x81
D-2
SD
35x82
i
i
■
i MASTER
BEDROOM
DINING ROOM
GARAGE
TO REMAIN
D-3
FGD
40x81
TO REMAIN
II ;III'.
Project:
RONALD KIEFER RESIDENCE
1290 NE 100 ST
MIAMI SHORES, FL 33138
Drawn by:
Jose E Perez
Permitting Coordinator
LEGEND: All escape windows shall
provide a
Clear opening of not less than 5.7
SQFT.
The width shall be not less than 20"
and
The height shall not be less than
24".
The bottom of the opening shall not
be
More than 44" above finished floor
Notes:
• Remove and Replace
existing windows
• SD: Single Door
• DD: Double Door
• SGD: Sliding Glass Door
• FGD: Fiberglass Door
• SH: Single Hung
• HR: Horizontal Roller
• CSMENT: Casement
rN
D: Fixed
S. Al
■
■
■
■
■
KITCHEN
i
■
■
GARAGE
TO REMAIN
D-3
FGD
40x81
TO REMAIN
II ;III'.
Project:
RONALD KIEFER RESIDENCE
1290 NE 100 ST
MIAMI SHORES, FL 33138
Drawn by:
Jose E Perez
Permitting Coordinator
LEGEND: All escape windows shall
provide a
Clear opening of not less than 5.7
SQFT.
The width shall be not less than 20"
and
The height shall not be less than
24".
The bottom of the opening shall not
be
More than 44" above finished floor
Notes:
• Remove and Replace
existing windows
• SD: Single Door
• DD: Double Door
• SGD: Sliding Glass Door
• FGD: Fiberglass Door
• SH: Single Hung
• HR: Horizontal Roller
• CSMENT: Casement
rN
D: Fixed
S. Al
MIAMI•DADE 1+IraMr-DADE COUNTY
PRODUCT CONTROL SECTION
11805 SW 26 Street, Room 208
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2174
BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599
NOTICE OF ACCEPTANCE (NOA) Kwv.miamidade.goti7economy
10100 N. W. 25"d Street
Miami, Fl. 33172
SCOPE:
This NOA is being issued under the applicable rides and regulations governing the use of construction materials. The
documentation submitted has been reviewed and accepted by Miami -Dade County RER -Product Control Section to be
used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section
(In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product
or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the
manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use
of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is
determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements
of the applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building Code,
including the High Velocity Hurricane Zone.
APPROVAL DOCUMENT: Drawing No.W13-01 Rev A, titled "Series 160 Sentinel Outswing iJ' oolrs", sheets 1 thru
I 1 of 11, inclusive sheet 9.1, prepared by Al-Farooq Corporation., dated 01-03-13 and last revised on J1JL 31, 2013,
Signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Approval stamp with the
Notice of Acceptance number and approval date by the Miami -Dade County Product Control Section.
MISSILE IMPACT RATING: Large and Small Missile Impact
Limitations:
1- See Design Pressure ratings single and double doors in sheet I, single sidelite in sheet a and door mullion in
sheet 4. For mulled unit lower design of door or sidelite or mullion shall apply to the entire assembly,
2. See glazing option in sheet I and locking hardware in sheet 9.
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 -bade County, Florida, and followed by the
expiration date may be displayed in adv@rtlsiuglitcratgre. .If any. portion of the NOA is displayed, then it shall be done
in its entirety. : i • • i i . i . i
INSPECTION: A copy of this entirJ0A;!aH.W P;OVide4 tq She 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 consists of this page 1 an4 evi4ince p1ge ;E 1 & E-2 as well as approval document mentioned above.
The submitted documentation was eerrieN*d by J%haq ,fit Cliar a, .
i+iIAMWADEC PUNTY P13
ov"86ate:August 4 ,
40%... .. .. .. Page I
. . . ... . .
Ci
CGI Windows & Doors. Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections
2. Drawing No.W 13-01 Rev A, titled "Series 160 Sentinel Outswing Doors", sheets 1 thru of 1 I of
11, inclusive sheet 9.1, prepared by Al-Farooq Corporation., dated 01-03-13 and last revised on
JUL 31, 2013, signed and sealed by Javad Ahmad, P.E.
B. TESTS
1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94
2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94
3) Water Resistance Test, per FBC, TAS 202-94(+50.0 PSF, sill S -I only)
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 24113.2. 1, TAS 202-94
Along with manufacturer's parts and section drawing marked -up drawings of aluminum out w/
sidelites, by American test Lab of South Florida, Inc., Test Report No. ATLSF-1218.01-12
dated 02/11/2013, signed acid sealed by Henry Hatem, P.E.
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC-2010,
prepared by Al Farooq Corporation, dated 02111/13 and last revised on Jun 04, 2013,
signed and sealed by Javad Ahmad, P.E.
3. Glazing complies w/ ASTME-1300-02 & -04.
D. QUALIFY ASSURANCE
1. Miami Dade Department of Permitting, Environment, and Regulatory Affairs (PERA).
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemouts & Co., Inc. for
their "DuPont Sentry Glass ® Interlayer", expiring on 01/14/17.
2. Notice of Acceptance No. 12-1231.10 issued to Eastman Chemical Company(MA) former
Solutia Inc. for "Saflex clear & color glass interlayer", expiring on 05/21/16.
3. Notice of Acceptance No. 12-1231.08 issued to Eastman Chemical Company(MA) former
Solutia Inc. for "Saflex CP-Saflex & Saflex HP composite interlayer w/ PET core",
expiring on 12/11/18.
F. STATEMENTS
1. Statement letter of conformance to FBC 2010 and letter of no financial interest, prepared by
Al Farooq Corporation, dated 02/11/13, signed and sealed by Javad Ahmad, P.E.
2. Lab compliance anjLa44gn0upn lgttep,jas L)art of the above referenced test reports.
G. OTHER 00 Soo• o 00
1. Test proposal # 12-0553, dated 04/25/12 approved by RER.
. 0 ... ..... ... .
• • • • :0. .• • • • haq L Chanda, P.E.
• •. Product Control Examiner
NOA No 13-0226.06
• • • ... Expiration Date: August 08, 2018
• Approval Date: August 08, 2013
... . . . ... . .
DOOR FRAME WIDTH DOOR FR
2 ANCHORS
TYPE A 'B' OR 'Cl FF1
AT SOLE ENDS CORNERS O ��
I 1
1 / 1 iIlk
All
II 1 II
��• •• •:=a -II a- I uW � �� II
� �`{ "ado • • • 1 p
•T<• •• •�• •IIF ii Q •/. ii
II •
r • • • • • • • •\�� • \ i ii/
•.� 11 \ i \ 1 / 1
n u • � i i / u.
• '° • • • • • •IY 1 1 I II
• • • "1 ACTIVE - E
• : • ' • • • • . t3 1/!'
231/2- 23 1/2'
• • 0.L 0 2 0.l. OPG. D.L. OQM
• • • • TYPE 'B'
CHORS
AT STILE ENDS; ME .61
F AT STOE ENDS
TYPICAL F1 ENATION
xx
DOOR OPTIONS
DOORS LOAD CAPACITY - PSF
SINGLE DOORS (X)
DOOR DIMS. LAM. or INSUL-LAM.
FRAME LEAF FRAME EXT + INT.(-)
DOORS LOAD CAPACITY - PIF
DOUBLE (XX)
DOOR DIMS.
LAM, or INSUL-LAM.
FRAME I LEAF I
WIDTH WIDTH
FRAME mm
HEIGHT
INN.(-)
72' 1 35' 1
98' 80
80
NOTE:
VERIFY COMPLIANCE WITH EGRESS LIMITATIONS WHERE REQUIRED.
NOTE
FLUSH BOLTS AND LOCKS MUST BE
ENGAGED TO HEAD AND SILL DURING
PERIODS OF HURRMA,NE WARNING.
NOTE.
GLASS CAPACITIES ON THIS SHEET ARE
BASED ON ASTM E1300-04 (3 SEC. GUSTS)
AND FLORIDA BUILDING COMMISSION
DECLARATORY STATEMENT OCA05-DEC-219
SEE CHART FOR QUANTITY
HBO ANCHORS AT STLLE ENDS
QUANTITY CHART
ANCHOR TYPE
SHOT
'A' 'B' 'C'
1/4'
4 4 4
3/8'
8 8 8
1/2'
8 8
Z
Igo
8 r
8 W9
•4 Z
ffi
4011l1
A WqY4wM
_ ' ewe
.wN'nR0
NOM•OMIARtr
_
eProdact`
3f
<�
8�
,SERIES 160 SENTINEL
� cIDFLITES
�)
�N c
ALUMIN�t � OUTGWING DOOR W/
yl
- APPROVAL APPLIES TO SINGLE (X) AND DOUBLE (XX) LEAF DOORS
d
3 NI
S 3e.
WITH OR WITHOUT SIDELITES.
ONE OR BOTH
Z Z
SIDE LITES CAN BE ON SIDES OF DOOR.
SEE SHEET 1 FOR SINGLE OR DOUBLE DOORS DESIGN LOAD CAPACITIES.
a
SEE SHEET 3 FOR SINGLE STATIONARY PANEL LOAD CAPACITIES.
o
SEE SHEET 4 FOR SIDELITE TO DOOR MULLION CAPACITY.
APPLIED . THE LOWEST VALUE FROM DOOR, SIDELITE OR MULLION CAPACITY
URNS CHARTS WILL APPLY TO ENTIRE SYSTEM.
ISED
THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE
REQUIREMENTS OF THE CURRENT FLORIDA BUILDING CODE INCLUDING MGH VELOCITY
,HURRICANE ZONE (HVHZ).
1BY OR 20Y WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO
TRANSFER LOADS TO THE STRUICTURE.
ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS
EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.
ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS
ARE NOT PART OF THIS APPROVAL.
A LOAD DURATION INCREASE IS USED IN OESK,YN OF ANCHORS INTO WOOD ONLY.
MATERIALS INCLUDING BUT NOT UMIED TO STEEI. KETAL SCREWS, THAT CDME INTO
CONTACT WITH OTHER DISSIMILAR MATERIALS MEET THE REQUIREMENTS
OF CURRENT FLORIDA BLDG. CODE SECTION 2003.8.4.
DOOR D.L.O. DIMS,
D.L.O. HEIGHT - FRAME HEIGHT - 12.875`
D.L.O. WIDTH (X DOORS) FRAME WIDTH - 13.75"
D.L.O. WIDTH (XX DOORS) .+ (FRAME WIDTH - 25)/2
IDOORS/SIDEUTES ARE RATED FOR LARGE AND SMALL MISSILE IMPACT.
SHUTTERS ARE NOT REQUIRED.
n
9
drowing no.
W13-01
•
37-1/4"
72 z
DOOR FRAME WIDTH DOOR FRAME WIDTH HEAD ANCHORS AT SM $NDS
3• CHART C
7YPEANCHORS C' " SEE CHART FOR QUANTITY UANANCH 6 TYPE F
AT STH.E EN HEAD/SILL 3" 6' 3' a
A-� CORNERS A -- -� SHIM 'A' .8' --c-
1/4-
C'i/4' 4 4 { Q
1 1 I
• •• /u 1 " / 1 ii\ 43t�
i • • • C /-tet=== D � / 1 =-=az= ` Q 15
• °p • • • •J� ° # Si LOCK OPHONS
• • t'/ I '�j g SEE SHEET 9
• "��' c •^ =- 11 =- i '� r� 4 ====I= FOR SPACING THAT EXCEEDS Yi-
• • • • • 11 Q 11 ADD AN ADDITIONAL ANCHOR
• II 1 r I II SEIMIEEN HINGES ON DOORS OVER
• • • • • • •Fso '.: \ �/ I = II { 88' HIGH. �4
II q
•••••• ACTNE _ _ IN Z,
Joe m • • ` ' O _
•• •• •• • Bl-
o
g so
•••• 8
D.L. OPG. O.L. GPC. O.L. OPG. ��yq�y�ysaap171AQWIIAIM
4 ANCHORS SURFACE APPLIED
TYPE '8' FALSE MU
AT SfII8E E ENDS MAY USED ttt333
TYPIC.A! ELEVATION FOR 3 HINGE
XX)
NOTE: SEE SHEET i FOR DOOR CAOACITIES
r r+
Engr. VAD � � y
FIA FE/ 71f94o p 3$
C.A.N. 3g.M
JUL 2013 dro.Igy
W13-01
Nln•et
6' MAX
DESIGN LOAD CAPACITY - PSF
SIDEIITE
WIDTH
INCHES
SOEUITc
FRAME
HEIGHT
INCHES
BTATIONARY PANEL (0)
(SEE mm BE
EXI.(+) INT.(-)
24
30
33
36
37-1/8
39
42
84
80.0 BOA
BOA 80.0
80.0 80.0
800 80.0
77.6 77.6
73.8 73.8
88.8 68.6
24
30
33
36
37-1/8
38
90
60.0 80.0
80.0 80.0
BOA 80.0
80.0 80.0
77.6
73.824
30
33
38
37-1/8
99
80.0
N732
80.0
80.0
80.0
77.6
•
....
...
...
•
DESIGN LOAD CAPACITY - PSF
SIDEIITE
WIDTH
INCHES
SOEUITc
FRAME
HEIGHT
INCHES
BTATIONARY PANEL (0)
(SEE mm BE
EXI.(+) INT.(-)
24
30
33
36
37-1/8
39
42
84
80.0 BOA
BOA 80.0
80.0 80.0
800 80.0
77.6 77.6
73.8 73.8
88.8 68.6
24
30
33
36
37-1/8
38
90
60.0 80.0
80.0 80.0
BOA 80.0
80.0 80.0
77.6
73.824
30
33
38
37-1/8
99
80.0
N732
80.0
80.0
80.0
77.6
37
i%
31
TYPICAL ELEVATION AT STU AND
( OXXO ) MULLION ENDS
cl nEDFI� � s. A. dMq
O.L.O. HEIGHT FRAME HEIGHT - 12.875'
D.LO. WIDTH a SIDELITE WIDTH - 6' STAND ALONE SIDEUTE ONLY
D.L.O. WIDTH SIDELITE WIDTH - 4.875 SIDELITE TO DOOR ONLY
qr. JAWD
ANIMCNIL
FLA, PE //
CAN.3B387B�
FOR QUANTITY
.AD ANCHORS
I It MULLION ENDS
ENTITY CHART
ANCHOR TYPE
'A' 'B' 'C'
4 4 4
6 6 6
8 6 -
SAME LOCATIONS
S SHOWN ON
r2
��� WEEBH
L �BIIIICf
n q
S S
Ia
drawing no.
W13-01
DESIGN LOAD CAPACITY - PEP
SID -"E
WIDTH
Rk11ES
DOOR
LEAF
WIDTH
INCHES
S'DELITE
FRAME
HEIGHT
INCHES
SIDEIJTE TO DOOR MULLION
(SEE NOTE BELOW)
EM.(i) INT.(-)
24
3p
33
35
37-1/6
39
42
35
84
BOA 80.0
80.0 80.0
80.0 80.0
80.0 80.0
77.6 77.6
73.8 73.8
68.6 68.6
24
30
33
35
37-1/8
39
35
•
90
• •
80.0 80.0
80.0 60.0
.80.0 80,0
80.0 80.0
77.6 77.6
73.8 73.8
024
••
•30
33•
• •36
J7-1 /8
• •
•
•
••0.0
•
A.0 • • 80.0
804 80.0
80.0
0 60.0
LO
•s
SSIDEL1TE TO DOOR
1PISTRUCTIONS:
USE CHARTS AS FOLLOWS
1, SELECT SINGLE OR DOUBLE DOORS CAPACITY FROM
TABLES ON SHEET 1.
2. SELECT LOWER OF sIDEIITE TO DOW! MULLION
CAPACITY FROM TABLE ABOVE.
3, LOWER VALUES FROM STEPS 1 OR 2 WILL APPLY
TO ENTIRE SYSTEM.
o -
C
DOOR DOOR DOOR
rtr r emn rcr =W r C nr. vW MAW
WIDTH WIDTH WIDTH
WIDTH
WIDTH
/
/
\(C
H
BASED ON ASTM E1300-04 (3 SEC. GUSTS)
o
AND FLORIDA BUILDING COMMISSION
J
•
• 41 41
• ! f w
Aw CML
y
4
i
O
FLL PEi 7oS82
J
•s
s
.• ••
SSIDEL1TE TO DOOR
1PISTRUCTIONS:
USE CHARTS AS FOLLOWS
1, SELECT SINGLE OR DOUBLE DOORS CAPACITY FROM
TABLES ON SHEET 1.
2. SELECT LOWER OF sIDEIITE TO DOW! MULLION
CAPACITY FROM TABLE ABOVE.
3, LOWER VALUES FROM STEPS 1 OR 2 WILL APPLY
TO ENTIRE SYSTEM.
o -
C
DOOR DOOR DOOR
rtr r emn rcr =W r C nr. vW MAW
WIDTH WIDTH WIDTH
WIDTH
WIDTH
/
/
\(C
H
BASED ON ASTM E1300-04 (3 SEC. GUSTS)
o
AND FLORIDA BUILDING COMMISSION
J
\
Aw CML
y
4
i
FLL PEi 7oS82
`W,
MULLION O DOOR SIRE
END ANCHORB END ANCHORS
SEE SHEET 3 SEE SHEET I
CC
WIDTH WIDTH` WIDTH
WIDTH
WIDTH
/
GLASS CAPACITIES ON THIS SHEET ARE
\(C
BASED ON ASTM E1300-04 (3 SEC. GUSTS)
o
AND FLORIDA BUILDING COMMISSION
\All
DECLARATORY STATEMENT DCA05-DEC-219
Aw CML
y
4
i
( OXO) �-- -- It XOX )
re....r e�nn 1n
"IDD,
WIDTH
WIDTH
GLASS CAPACITIES ON THIS SHEET ARE
BASED ON ASTM E1300-04 (3 SEC. GUSTS)
o
AND FLORIDA BUILDING COMMISSION
DECLARATORY STATEMENT DCA05-DEC-219
Aw CML
y
4
i
FLL PEi 7oS82
S
C
9.�Bw118 HN
NOTE:
!
GLASS CAPACITIES ON THIS SHEET ARE
BASED ON ASTM E1300-04 (3 SEC. GUSTS)
o
AND FLORIDA BUILDING COMMISSION
DECLARATORY STATEMENT DCA05-DEC-219
Aw CML
y
4
i
FLL PEi 7oS82
S
C
TUI' 2013
dmwing no.
W13--01
__
sheat 4 o it
••
•
•
s
•
. •.
•• 3/16"%m, GIkS • •
• A9• ti•L"MM 13Y 'EASTMAN CHEMICAL
••
••
•
INTERLAYERS } .075 SAFLEX CP BY 'EASTMAN CHEMICAL C0:
• • • . • • ` .0 t eL�tl•TRYIiNiS BY 'DUPONT'
• vie ANN. •L•5• • • •
• • SLICOCCU� ••,, gg��
• DOW 0 S. W9$
GE -I20 _
7/16" LAM. GLASS
4,v
Or -
oil
S �
8
`a
3/16' TEMPERED GLASS
3/8' AIR SPACE
3/18' HEAT STREWO GLASS 3/16" ANNEALED GLASS
}rr 090 SAREX PV13 BY •EASTMAN CHEMICAL CO.' T�' 090 SAFIEX PVB BY 'EASTMAN CHEMICAL CO.' ddd
INTERIAYERS L .078 SENTEX CP BY 'EASTMAN CHEMICµ"CO.' INTERLAYERS L .075 SAPLEX CP BY 'EASTMAN CHEMICAL CO.' �p
LLLL ATS SENTRY" CLAS BY 'D1IPONT' 490 SENTRYT9AS BY 'DUPONT' AVS
3/18• HEAT STREN'D GLASS 8
3/18' NEAT STREN'D GLASS [�
SILICONE SILICONE4
DOW CORNING995 DOW CORNING 985
G1200 DOW INC 899 DOW CORNING 899 M
GE -1200 ,,}}
\ a
z O M
a \ O3
i to \\ � . \ � Z ij
AIR SPAC& CONSISTING OF:
/ \ /SPACER
ST. STEEL METAL SPACER AROUND
THE PERIMETER OF THE GLASS.
7/16" LAM. GLASS ` � geomPVUgw,NA1Wu C
OVERALL INS
z .,.
GLAZING OPTIONS r N 11e3 w
tq�^
drowing no.
W13-01
• • •
TYPICAL ANCHORS
EDGE DIST.
SEE ELEVATIONS
r
FOR SPACING
.6CONCRETR'
t
• • •
F-
44 Q
--------------
-------------------
II MLAW-DME COUNTY APPROVEDI�
I CIJP S NULl10N I1
SEE SEPARATE .N
I I I Ia
I I I
'
21
q
ai
1
23
• • •
G"Lh CONCj�TE. v ' . • a •
EDGE 06T. TYPM CI
SEE EE LEVAANTKK
FOR SPACING
1BY WOOD BUCK 28Y WOOD BUCK
EOGE DIST. SEE NOTE SHEET 1 OR STRUCTU
e ' : SEE DNOTE SHEET 1
�ONOff6dE �:. a .' EDGE Ii
TYPICAL ANCHORS' TYPICAL ANCHORS
SEE ELEVATIONS SEE ELEVATIONS
FOR SPACING FOR SPACING
WOOD BUCKS AND METAL STRUCTURE NOT BY CGI WINDOWS
MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM
AND TRANSFER THEM TO THE BUILDING STRUCTURE.
TYPI" L ANCHORS: SEE ELEV. FOR SPAC
iYPg �A'r. '. {F9.," KIN,
INTO 2BY WOOD BUCKS OR WOOD STRUCTURES
1-1/2" MIN. PENETRATION INTO WOOD (HEAD/JAMBS)
THRU 1BY BUCKS INTO CONC. OR MASONRY
1-3/4" MIN. EMBED INTO CONCRETE (HEAD/SILL)
i -t/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS)
4E 'B'- 1/4" DIA. ULTRACON 13Y 'ELCO' (F-177 KSI. Fy-155 KSQ
DIRECTLY INTO CONC. OR MASONRY
1-3/4" MIN, EMBED INTO CONCRETE (HEAD/SILL)
1-1/4" MIN, EMBED INTO CONC. OR MASONRY (JAMBS)
TYPE 'C'- #14 ST/ST SMS OR SELF DRILLING SCREWS (Fu -100 KSI. Fy-65 KSI)
INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MW. THK. - 1/8-)
INTO METAL STRUCTURES (HEAD/SILL/JAMBS)
STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.)
ALUMINUM : 1/8" THK. MIN. (6063-75 MIN.)
(STEEL IN CONTACT WITH ALUMMIIM TO BE PLATED OR PAINTED)
D219& EDGEDISTAN -
r, INTO CONCRETE AND MASONRY - 2-1/2" MIN.
INTO WOOD STRUCTURE =1" MIN.
INTO METAL STRUCTURE - 3/4" MIN.
CONCRETE AT HEAD, SILL OR JAMBS I'C - 3000 PSI MIN.
C-90 HOLLOW/FILLED BLOCK AT JAMBS Pm - 2000 PSI MIN.
ANCHORS MAY BE HEX OR FLAT HEAD.
SEALANTS:
ALL JOINTS AND FRAME CONNECTIONS SEALED WITH
GE SCS2000 SILICONE SEALANT.
METAL
DIST, STRUCTURE -
�r
•
r
•
• • •
r
44 Q
--------------
-------------------
II MLAW-DME COUNTY APPROVEDI�
I CIJP S NULl10N I1
SEE SEPARATE .N
%
II �T- II
•
•
0
W
•j •
• •
25
1 1
6
I I 1
I 1 1
1 1 I 1
1 I 1
G"Lh CONCj�TE. v ' . • a •
EDGE 06T. TYPM CI
SEE EE LEVAANTKK
FOR SPACING
1BY WOOD BUCK 28Y WOOD BUCK
EOGE DIST. SEE NOTE SHEET 1 OR STRUCTU
e ' : SEE DNOTE SHEET 1
�ONOff6dE �:. a .' EDGE Ii
TYPICAL ANCHORS' TYPICAL ANCHORS
SEE ELEVATIONS SEE ELEVATIONS
FOR SPACING FOR SPACING
WOOD BUCKS AND METAL STRUCTURE NOT BY CGI WINDOWS
MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM
AND TRANSFER THEM TO THE BUILDING STRUCTURE.
TYPI" L ANCHORS: SEE ELEV. FOR SPAC
iYPg �A'r. '. {F9.," KIN,
INTO 2BY WOOD BUCKS OR WOOD STRUCTURES
1-1/2" MIN. PENETRATION INTO WOOD (HEAD/JAMBS)
THRU 1BY BUCKS INTO CONC. OR MASONRY
1-3/4" MIN. EMBED INTO CONCRETE (HEAD/SILL)
i -t/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS)
4E 'B'- 1/4" DIA. ULTRACON 13Y 'ELCO' (F-177 KSI. Fy-155 KSQ
DIRECTLY INTO CONC. OR MASONRY
1-3/4" MIN, EMBED INTO CONCRETE (HEAD/SILL)
1-1/4" MIN, EMBED INTO CONC. OR MASONRY (JAMBS)
TYPE 'C'- #14 ST/ST SMS OR SELF DRILLING SCREWS (Fu -100 KSI. Fy-65 KSI)
INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MW. THK. - 1/8-)
INTO METAL STRUCTURES (HEAD/SILL/JAMBS)
STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.)
ALUMINUM : 1/8" THK. MIN. (6063-75 MIN.)
(STEEL IN CONTACT WITH ALUMMIIM TO BE PLATED OR PAINTED)
D219& EDGEDISTAN -
r, INTO CONCRETE AND MASONRY - 2-1/2" MIN.
INTO WOOD STRUCTURE =1" MIN.
INTO METAL STRUCTURE - 3/4" MIN.
CONCRETE AT HEAD, SILL OR JAMBS I'C - 3000 PSI MIN.
C-90 HOLLOW/FILLED BLOCK AT JAMBS Pm - 2000 PSI MIN.
ANCHORS MAY BE HEX OR FLAT HEAD.
SEALANTS:
ALL JOINTS AND FRAME CONNECTIONS SEALED WITH
GE SCS2000 SILICONE SEALANT.
METAL
DIST, STRUCTURE -
�r
a�g
E ELEVATIONS
FOR SPACING
44 Q
--------------
-------------------
II MLAW-DME COUNTY APPROVEDI�
I CIJP S NULl10N I1
SEE SEPARATE .N
-Q
yf
II �T- II
CML
FIA. PE ' 70692
CAN.
st iallPWlre wND 1W
TAI Cb .�
• Ei4 / Ar4vO�'
° BUCK
E SHEET 7
CAL ANCHORS
ELEV.
SPACING
.91 MIND MAID
I CIVIL
Fla E W2
7;A1L
J 13
H-!, Hit
(,.Wing no.
W13-01
sheat 7 of
3/e• MAX.
SHIM
2
- -
TYPICAL ANCHORS
FOR
SEE3*11AL
SPACING
=Sze
•
ST
•
•
N
•..•
..
• .
coHCReTei.
OR
so�?Rr_
•
TYPAL
AMR," • •:
° BUCK
E SHEET 7
CAL ANCHORS
ELEV.
SPACING
.91 MIND MAID
I CIVIL
Fla E W2
7;A1L
J 13
H-!, Hit
(,.Wing no.
W13-01
sheat 7 of
I
�' ' CONCRETE; . • �,�: .� I v. � � .° is
ANCHORS
9
NOTE: LIMIT SHIM TO METAL STRUCTURE AT JAMBS TO 3/8"
SIDELITE DETAILS
DOOR JAMB SPACING
SHEETS 1 k 2
EXTERIOR
LEAF WIDTH
OR FRAME WIDTH
MAX. SINGLE OO
MAX. DOUBLE 000
K
�0/ wkA Blr '
�a
drawing no.
W13-01
sheet 8 of 11
TYPICAL ANCHORS
SEE ELEVATIONS
EDGE WSf. :bR SPACING
O
_
�
I
�' ' CONCRETE; . • �,�: .� I v. � � .° is
ANCHORS
9
NOTE: LIMIT SHIM TO METAL STRUCTURE AT JAMBS TO 3/8"
SIDELITE DETAILS
DOOR JAMB SPACING
SHEETS 1 k 2
EXTERIOR
LEAF WIDTH
OR FRAME WIDTH
MAX. SINGLE OO
MAX. DOUBLE 000
K
�0/ wkA Blr '
�a
drawing no.
W13-01
sheet 8 of 11
. Illei
_
••
•
0
9
......
111 00
9 0
Y • .
.�
.
..... .
O
r ••
Y
•'�
•
9060
•
0W
•
•99•
r •• �
o
•
•9.06•
•
• • •
00
I
�' ' CONCRETE; . • �,�: .� I v. � � .° is
ANCHORS
9
NOTE: LIMIT SHIM TO METAL STRUCTURE AT JAMBS TO 3/8"
SIDELITE DETAILS
DOOR JAMB SPACING
SHEETS 1 k 2
EXTERIOR
LEAF WIDTH
OR FRAME WIDTH
MAX. SINGLE OO
MAX. DOUBLE 000
K
�0/ wkA Blr '
�a
drawing no.
W13-01
sheet 8 of 11
ITEM 1
PART Hn
DESCRIMIOp
M1iE1BN.
NAIRP. REMARKS
1
CW -M9
FRMAE HEM AND SRA
6063-i6
CGI EMf11U1ER
2
CGI -1%
u
$
CGI ERIIMIICR
]
C61-1%
xIB0.1fE HEAD It10 SILL
6063 -ib
Ca EXTRUDER
/
CWy97
FREE MAIOING SID0.0E .MNI
6%3-16
CRI Ex1AUBER
S
CW -1%
MATWG SlixliE JAMI
6063 -ib
BILL OF
MATERIALS
CGI -I93
PNI0. lOP AND NIDA RAR
606YT6
CGI CXIMIIER
7
CGI -I91
PANEL VERTICAL SIRE
6063-T6
CW ERINVIER
9
H
EXTRUSIONS
6063-T6
CW [%TAUTER
I2
CW -191
MISCELLANEOUS
6063-75
CGI E10RU1R
13
C61 -I92
FRAME NEAR AND SILL SLNITEI &ACV L000*4 V4R
6063 -TS
Cfd EXTRUDER'
14
CGI -121
7n6' aAss aAYRIG BEM
063 -TS
CtA ExtRUDUt
IlA
t61-IP3
1• ams aaEMG BfAO
6163-x5
uG ExTauoER
IS
Ca•B00
F
6163-T6
CGI Ex1RU1ER
16
CGI-
ASrIMGti.
6169-75
CGI ExiRU1ER
17
. as�ea .
BfAEY COYCR
6063-15
Ca ERIMIBFYt
OR mv EQKV
8 n
W
LIE
NOTE:
ITEM
NUMBERS
8. 10 it 11 ARE NOT USED
�HARDW
•
RE • • •
:.00KING
.
...
•
Sj
•.•
$$ �
4
ES
• •
f^ n
550
r•'i a'
• •
3
ZCzCn
S$Ni
O
• •c"m
op*o *600
SCREWS
e«. wuh AIN
r
o
hd
/K7
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: JA
cm
RA E 7GN8213
Ll
ITEM 1
PART Hn
DESCRIMIOp
M1iE1BN.
NAIRP. REMARKS
1
CW -M9
FRMAE HEM AND SRA
6063-i6
CGI EMf11U1ER
2
CGI -1%
FR•IE Jm0
6063-T6
CGI ERIIMIICR
]
C61-1%
xIB0.1fE HEAD It10 SILL
6063 -ib
Ca EXTRUDER
/
CWy97
FREE MAIOING SID0.0E .MNI
6%3-16
CRI Ex1AUBER
S
CW -1%
MATWG SlixliE JAMI
6063 -ib
CGI ERIRDIER
6
CGI -I93
PNI0. lOP AND NIDA RAR
606YT6
CGI CXIMIIER
7
CGI -I91
PANEL VERTICAL SIRE
6063-T6
CW ERINVIER
9
CGI -199
SHEAR BLDdC
6063-T6
CW [%TAUTER
I2
CW -191
FRAME 1[AD AND SRL my MR COVER
6063-75
CGI E10RU1R
13
C61 -I92
FRAME NEAR AND SILL SLNITEI &ACV L000*4 V4R
6063 -TS
Cfd EXTRUDER'
14
CGI -121
7n6' aAss aAYRIG BEM
063 -TS
CtA ExtRUDUt
IlA
t61-IP3
1• ams aaEMG BfAO
6163-x5
uG ExTauoER
IS
Ca•B00
SNF:AR BLOCK PLATE
6163-T6
CGI Ex1RU1ER
16
CGI-
ASrIMGti.
6169-75
CGI ExiRU1ER
17
. as�ea .
BfAEY COYCR
6063-15
Ca ERIMIBFYt
• �ARINd •
IiECRWTIdI
IgTERIAI MALA%
REI•Mfi
CGI -49037E
3 EWA Y (ACTIVE LEAF)
CGI-tOSittl
USED BY ALL iPTMIRS
CGI-I2M
FLURIbL� M�IR.I•QNAETIVE LEAs)
CGI-ClliTdl
USED BY ALL OPTIONS
DPiMX I 34
AGSM LCAF)
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TONT
MSS f0• •
BIMIi..EVER WACi1VE LEAF)
HALDVIN
OPTId11L
82�i • •
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M
IIPTI01 2
BEADIa LEAF(
DEXTER BY SCR
V00. V/ TIN aiRAFM OR EOUI
!10 flxUM •
ACrIV! LEVER tAC119E LEAF)
tEYIIX ri SCH.
HUXiE N f/D' X Y7
ALIMIMAI
DDMO TVE lFAf/
DEXTER BY Sdt
OPTIONAL
DPTIIX ] OB20.
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EREER
NAGCR
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COPPER CREEK
N 2' % 47
S/S
WIN'/ LEVER i1VE LEAF'I
COPPER CREUC
OPrMNAI
IiIX t PARI Na
IM:SCRIPTIpI
IiMARKS
lD
114 X 3/4• HEX HEAD TENS - MtLMN ATTACIOO:M
0
19
16 x 1/t• PAN NEM x10 - ASTRPLAI ATTACNMENr
1>" iRdl LUIS
zl
1 U x 11/0' PM x10 - A45[19LY
3mcon
ITEM t CODE
PNIf Na
DEECRIPTMM
MIIXHIL
MAMK. -REMARKS
0
MM
-
fOAX
>u
M6
ax r11AM OARIE7
TONT
��y
23
10
V3332MG
JD7 z .320 VFAINCRSIRIP PDE V/ CENTER ftl
VDDL
ULiRAfM OR
M
MB
V337tIMG
J07 x !W HN PDE V97RIPPING
V00. V/ TIN aiRAFM OR EOUI
25
M9
CH -W8
HUXiE N f/D' X Y7
ALIMIMAI
CGl-WSi011
2SA
IIID
ABD01•U532®
HIIXiC N X 67
BRASS
NAGCR
2SD
MI
ABDOD-US3
N 2' % 47
S/S
IDMER
%
MI
Cq-382V
GI,AZMG TEM MRD
VWri
Cfd-CIISf�1
D7
Mf
3/B•-16 FELLY THREADER R00 - SEtItKD VIiN 3/B• HEX MIT
SUM: PIAIED
AutwMy
R
Rod
CGI CUSTOM
... 3—POINT LOCK
MW
H
8T
noft
TO
0 z IrC PH NS
Nsbwt
Mawlw
TOP SECTION SHOWN
(BOTTOM SIMILAR)
flushbolts (Inactive Panel)
Top & Bottom
JUL" 2013
�ppTatda� wMh�M
ar L
r�, s
o n
drawing no.
W13-01
t.
• A.Y.
• • •
Tm"yH
F
Tolpku .
•
. ..
a" crp
Rod
CGI CUSTOM
... 3—POINT LOCK
MW
H
8T
noft
TO
0 z IrC PH NS
Nsbwt
Mawlw
TOP SECTION SHOWN
(BOTTOM SIMILAR)
flushbolts (Inactive Panel)
Top & Bottom
JUL" 2013
�ppTatda� wMh�M
ar L
r�, s
o n
drawing no.
W13-01
5.925
125
.760
A92 1.825
,.590
.100
12 FRAME COVER
!L
,.597
IA 25
I
s • •. 15 SILL COVER
.075 • • •
s • •
••• .•
1 • • • • • .485
w • •
1 • • 4 • . • • .0750,. 63
► • DELITE TOP & •BOTTOM FRVAE • 17 SIDELITE JAMB COVER
1 • • .328L�00
•.135 •• •.245• • •
•
1.060 1.822
O
19 ASTRAGAL ADAPTER SHEAR BLOCK
O
DOOR FRAME JAMB
0 TOP & BOTTOM RAIL
&500
.090
1.828 1.440
4.493
Q HINGE & LOCK STILE
13
SHEAR BLOCK PLATE
.675
1.061
.993 ASO
.250
,.184
OfHI f4
4.000 GLASS STOP {LAM.
1.465
L_
.970
O O
SIDELITE FRAME JAMB SIDELITE MATING JAMB
20
1.184
Fl C IF",
" 70502
hppeaad doonp�wllb 9x
14MW ✓�nb
n
drawing no..
W13-01
20 �U
ASSEMBLY FASTENERS TO BE INSTALLED
ASSEMBLY FASTENERS BE OISTALLED i
3
PRIOR TO JOINING MATING JAMBPRIOR TO JOINING MATING JAMBS S 4 /'
I i•
I
LA
I � ;
0000
. ..
BOLE CAP . • ACCESS NOLE` I 2
•..•bee
• i
• lJA�ENEJA� •. • • • I S00
1
FOR T I• � u N 4
�ic-N00
o
• • • •
• •• • •• 0000 o ,n i
• •
606990 SIDELITE JAMB CORNER WEUTE MATING JAMB CORNER Z z
• • • DOOR FRAME TOP & BOTTOM CORN R TOP & 80TTOM TOP k BOTTOM (8 3 0
0000.• Is �{ ���
• • • C�
• •• 0000 • •
• •
0000 9
1 ��; n ��°' wpprovrd a ssrpt7lugtril6 (w
= n coaa2e
tjo
27 2f
g<
Eogr. JMWD � •t 3s
J O1, aeRing
LEAF _TOP & BOTTOM CORN R
sheet 10( 11
,Florida Building Code Online
Pagel of 3
EmduaAMMULMm >
> > APPnO:iWl D•t•11
d
FL #
Application Type
Revision
Code Version
2010
Application Status
Approved
Comments
Comments sent 3/3/14 "Missing Signed and sealed evaluation report
and validation checklist" jb
Archived
-
Product Manufacturer
1ELD-WEN
Address/Phone/Email
3737 Lakeport Blvd
Klamath Falls, OR 97601
(800) 535-3936
fbc*jeid-wen.com
Authorized Signature
Gary Rollinson
fbct@jeld-wen.com
Technical Representative
)ELD-WEN Corporate Customer Service
Address/Phone/Email
3737 Lakeport Blvd.
Klamath Falls, OR 97601
(800) 535-3936
cusWmerservlceagents@jeld-wen.com
Quality Assurance Representative
Address/Phone/Email
Category
Exterior Doors
Subcategory
Swinging Exterior Door Assemblies
Compliance Medved Evaluation Report from a Florida Registered Architect or a Ucensed
Florida Professional Engineer
Evaluation Report - Hardcopy Received
Florida Engineer or Architect Name who developed Hermes F. Norero, P.E.
the Evaluation Report
Florida Ucense PE -73778
Quality Assurance Entity National Accreditation and Management Institute
Quality Assurance Contract Expiration Date 01/10/2018
Validated By Locke Bowden
4' Validation Checklist - Hardcopy Received
Certificate of Independence • • • • • • •
• • ••
Referenced Standard and Year (ot§t8ngajV • •
• 0 ••• ••
Equivalence of Product StandaWS:
Certified By
*ZV
F Tr-
Rl LM
. -s
00 • • • •
• • C
TAS 201
19�94
TAS 202 1994
TAJ 203 • • .0. 1994
Sections from the Code 000 • • • • 000 • •
• • • • • • • • • •
• •• •• • • • •• ••
••• • • • ••• • •
F'lofida Building Code Online
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
Date Revised
Limits of Use
Approved for use In HVHZ: Yes
Approved for use outside HVHZ: Yes
Impact Resistant: Yes
Design Pressure: N/A
Other: 3-0x6-8 and 3-0x8-0 Inswing and Outswing
Method 1 Option D
02/27/2014
02/27/2014
03/04/2014
04/18/2014
07/08/2014
Installation Instructions
Verified By: Hermes F. Norero, P.E. 73778
Created by Independent Third Party: Yes
Evaluation Reports
FL16708 R1 AE PER2766 SS odf
r.. it ti., r..ae ..a..... n.�
Page 2 of 3
16708.5 1 Design Pro/ Smooth Pro
Umits of Use
Approved for use In HVHZ: Yes
Approved for use outside HVHZ: Yes
Impact Resistant: Yes
Design Pressure: N/A
Other: 9-0-04-8 and 9-0x8-0 Inswing and Outswing
Single with side lite(s) (X,O/ ON OXO) Impact Opaque
Fiberglass Door
Installation Instructions
F_1-16708 Ri II A010875 SS odf
Verified By: Hennes F. Norero, P.E. 73778
Created by Independent Third Party: Yes
Evaluation Reports
FL16708 R1 AE M2770 SS.pdf
Created by Independent Third Party: Yes
16708.6 I Design Pay Sswsth pro. • • �Singiswith side lite(s) (X,0/ O,)(/ O,X,O) Impact Glazed
' = = &rglass Door
Limits of Use 0 0 ' • ' •
Approved for use In HVHZ: Yesp • • • • • •
Approved for use outside HVHZ: Yes
Impact Resistant: Yes
Design Pressure: N/A • • • • • • • • •
Other. 9-0-0x6-8 and 9-0x8:0 "g and $$wing'
•• • • • • •
16708.7 1 Design Pro/ Smooth Pro
• Vnstailation Instructions
• CI•It7A0 ., Ti
UmNs of Use 000 • • • • 0:0
Approved for use in HVHZ: Yes; : : : • ;
Approved for use outside HVHa: Ye! • • • • •
Impact Resistant: Yes
Verified By: Hermes F. Norero, P.E. 73778
Created by Independent Third Party: Yes
Third Party: Yes
Double with side lite(s) (XX,O/ 0,)0(/ O,XX,O) Impact
Opaque Fiberglass Door
Installation Instructions
•FL1674D8 R1 II AO10877 SS.odf
y4Fflggl 8y: Hermes F. Norero, P.E. 73778
.Created by Independent Third Party: Yes
16708.2 Design Pro/ Smooth Pro Single (X) Impact Glazed Fiberglass Door
Limns of Use instslhdfon Instructions
Approved for use In HVHZ: Yes FL16708 RI II A010872 SS odf
Approved for use outside HVHZ: Yes Verified By: Hermes F. Norero, P.E. 73778
Impact Resistant: Yes Created by Independent Third Party: Yes
Design Pressure: N/A
Evaluation Reports
Other. 3-0x6-8 and 3-0x8-0 Inswing and Outswing FL16708 R: e►E P 7767 Sspdf
Created by Independent Third Party: Yes
16708.3
Design Pro/ Smooth Pro
Double (XX) Impact Opaque Fiberglass Door
Limits of Use
Approved for use in HVHZ: Yes
Instsilstion Instructions
FL16708 R1 II A010873 SS.odf
Approved for use outshie HVHZ: Yes
Verified By: Hermes F. Norero, P.E. 73778
Impact Restivient: Yes
Desfgn Pressure: N/A
Created by Independent Third Party: Yes
Othen 6-0-0x6-8 and 6-0x8-0 Inswing and Outswing
Evaluation Reports
FL16708 Ri AE Pr=R27W SS.n&
Created by Independent Third Party: Yes
16708.4
Design Pro/ Smooth Pro
Double (XX) Impact Glazed Fiberglass Door
Limits of Use
Approved for use in HVHZ: Yes
Installation Instructions
FL16708 111 II A010874 SS odf
Approved for use outside HVHZ: Yes
Verified By: Hermes F. Norero, P.E. 73778
Impact Resistants Yes
Design Pressure: N/A
Created by Independent Third Party: Yes
Other., 6-0-0x6-8 and 6-0x8-0 Inswing and Outswing
Evaluation Reports
FL16708 R1 AE MR2769 SS off
Created by Independent Third Party: Yes
16708.5 1 Design Pro/ Smooth Pro
Umits of Use
Approved for use In HVHZ: Yes
Approved for use outside HVHZ: Yes
Impact Resistant: Yes
Design Pressure: N/A
Other: 9-0-04-8 and 9-0x8-0 Inswing and Outswing
Single with side lite(s) (X,O/ ON OXO) Impact Opaque
Fiberglass Door
Installation Instructions
F_1-16708 Ri II A010875 SS odf
Verified By: Hennes F. Norero, P.E. 73778
Created by Independent Third Party: Yes
Evaluation Reports
FL16708 R1 AE M2770 SS.pdf
Created by Independent Third Party: Yes
16708.6 I Design Pay Sswsth pro. • • �Singiswith side lite(s) (X,0/ O,)(/ O,X,O) Impact Glazed
' = = &rglass Door
Limits of Use 0 0 ' • ' •
Approved for use In HVHZ: Yesp • • • • • •
Approved for use outside HVHZ: Yes
Impact Resistant: Yes
Design Pressure: N/A • • • • • • • • •
Other. 9-0-0x6-8 and 9-0x8:0 "g and $$wing'
•• • • • • •
16708.7 1 Design Pro/ Smooth Pro
• Vnstailation Instructions
• CI•It7A0 ., Ti
UmNs of Use 000 • • • • 0:0
Approved for use in HVHZ: Yes; : : : • ;
Approved for use outside HVHa: Ye! • • • • •
Impact Resistant: Yes
Verified By: Hermes F. Norero, P.E. 73778
Created by Independent Third Party: Yes
Third Party: Yes
Double with side lite(s) (XX,O/ 0,)0(/ O,XX,O) Impact
Opaque Fiberglass Door
Installation Instructions
•FL1674D8 R1 II AO10877 SS.odf
y4Fflggl 8y: Hermes F. Norero, P.E. 73778
.Created by Independent Third Party: Yes
Florida Building Code Online
Design Pressure: N/A I Evaluation Reports
Other: 12-0-0x6-8 and 12-0x8-0 Inswing and Outswing F 16708 RS AE PE 277 odf
Created by Independent Third Party: Yes
16708.8I Design Pro/ Smooth Pro
LNnnits of use
Approved for use In HVHZ: Yes
Approved for use outside HVHZ: Yes
Impact Resistant: Yes
Design Pressure: N/A
Other. 12-0-0x6-8 and 12-0x8-0 Inswing and Outswing
Bath
Page 3 of 3
Double with side lite(s) (XX,O/ O,Xx/ O,xX,O) Impact
Glazed Fiberglass Door
Instalintion Instructions
F16716708 1 II A010878SSdf
Verified By: Hennes F. Norero, P.E. 73778
Created by Independent Third Party: Yes
Evaluation Reports
FL16708 R1 AE PER2773 SS.pd
Created by Independent Third Party: Yes
Cwftctii5 :: 1940 North Monroe Sbywrt. Tauahasg.. FL 32399 Phone. 9±0.3.7-1824
The State or Florida is an AMW employer. Copyright 2007- 013 State of Flodda :: Privacy Stabignent :;
Under Florida law, anrall addresses are pudic records. If you do not want your e-mail address released in response to a public -records request, do not sand
electronic muff to this entity. Instead, mrdxt the office by phone or by traditional map. N you have any questions, please contact 050.487.1395. *Pursuant to
Section 455.275(1), Florida Statutes, effective Dctober 1, 2012, licerom licensed under Chapter 455, F.S. must provide the Department with an small address ir
they have one. The ernalls provided may be used for oliNdal carrenuniration with the Nom. However emall addresses are public record. E you do not wish to
supply a personal address, please provide the Departnant with an small address which urn be made available to the public. To deb n dm M you are a licensee under
Chapter 455, F.S., please dick 1&L.
Product Appr—I Aopptar
&M®®
sccurltYmk"11tit'S
OEM
•• ••• • • • • • ••
• • • • • • • • • • •
•• ••• •• • • • ••
• ••• •• ••• ••• •
• • • • • • • • • • •
• • • • • • • • • • •
• • • • • • • • • • • •
• • • • • • • •
• • • • • • • • • •
• •• •• • • • •• ••
JEL13rWEN.WINDO
DESIGN PRO f SMOOTH PRO
IMPACT APPROVED
FOR USE IN THE HIGH VELOCITY HURRICANE ZONE (HVHZ)
GENERAL NOTES:
L THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE CURRENT FLORIDA
BUILDING CODE (FBC), INCLUDING HVHZ AND HAS BEEN EVALUATED ACCORDING TO THE FOLLOWING:
TAS 202-94 . . .
•
TAS 202-94 • • •
• • TAW03-94 • • • • • • •
2. •4DEQUAOI OF THE EXISTING UCTURAL QINCRERNASONRY OR 2X FRAMING AS A MANN WIND FORCE
RESISTING SYSTEM �� WM*T OING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE
DFEI7NDRAEN B THE UTV OF JMGFNGIWM OR ARCHITECT OF RECORD FOR THE PROJECT OF
IIPLLATION. • 000000
3..41WW RylAT1ON DET000116CRIBEO HEREM RRE'SOMW AND MAY NOT REFLECT ACTUAL CONDITIONS FOR
A SPECIFIC SITE IF WE CONIDRNONSON TO DEVIATE FROM THE REQUIREMENTS DETAILED
HMKM,E�4�ytTICENSED EN&MEER OR ARCH EPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS
. •• • ••••
4. � APPROVED, IMPACT PRQTECTIY66YSTEM IS wxtmUIRED ON THIS PRODUCT IN AREAS REQUIRING IMPACT
�iRiTAY�' • • • • • • •
S. 6 -PANEL DOOR SHOWN FOR II�USTRAT�J�PDV9.v& ADDITIONAL PANEL CONFIGURATIONS AND FLUSH
102"ARIQUALIFIEQ.• • • • •
6. N AIFCO H-497 JILL MEAS WATER INRILTRATNION AT WATER TEST PRESSURE *TP) OF 9.75 PSF.
11SILLS NOT RAND IOR WATER INFILTRATICM. IF AUTHORITY HAVING JURISDICTION REQUIRES THAT
10RR MEETS THOIREQUIREMENT, PRODUCT SHALL BE USED WHEN INSTALLED AT LOCATION PROTECTED BY
OVERHANG SUCH THATOVERMING (OH) RATIO - ON LENGTH +OH HEIGHT IS 2 LO
a TVP. ELEVATION 1
w oowwrxr
in.
n
TABU OF CONTENTS
SKEET REVISION
SHEET DESCRIPTION
1
TYPICAL ELEVATIONS, DESIGN PRESSURES, AND GENERAL NOTES
2
TYPICAL ANCHOR LAYOUTS AND NOTES
3
OPTIONAL ZX SM ANCHORING DETAILS
4 -
VERTICAL ASSEMBLIES
5
HORIZONTAL ASSEMBLIES
6 -
WOOD SUBSTRATES
7 -
CONCRETESURSTRATES
B
COMPONENTS & BILL OF MATERIALS
a TVP. ELEVATION 1
w oowwrxr
in.
n
•
r
0
•ACTIVE
n
'
ril
T
TVP. ELEVATION 2
raDDaixawn
lk
BUILDING DROPS, INC.
"l L WM W 4MKVD.$TLm
DAMAWAK K33M
Nk (M7A
RM •54114 m
we•mn
kA
Q LDo
Q W
L7
4�Q Qt]
Z
Lu
O J d
CL
F u
W
CLcc
a
WIM SHOWN ABOVE MAY BE LEFT
�S
OR RIGHT HAND OPERATING DOORS. A
if
r^n
^- DNem14.022617:J4M-OSW
DATE: n2_ni_la
MAX OVERALL DOWN PRESSURE (P5F) SSM
NOFAINALST2E tA155RE
CONFIGURATION INSWING OUTSWING IMPAR SCALE:
1 1 HE16NT Das_ . . Nc RA7TNG v OWG. NT:
x { 3'•D• { B'•0• { 50• { 50 { SD* { 50 { LMI&SMI {
GENERAL NOTE 6, SHEET 1, FOR WATER INFILTRATION APPROVED SILLS.
INSTALLATION NOTES:
1. ONE (1) INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN.
2. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM(S). MAXIMUM ALLOWABLE
SHIM STACK TO BE 2/4 INCH. SHIM WHERE SPACE OF 1/16 INCH OR GREATER OCCUR$. SHIM(S) SHALL BE
CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.
3. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES, INCLUDING BUT NOT LIMITED To
STUCCO, FOAM, BRICK VENEER, AND SIDING.
4. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL
OR HAVE A CORROSION RESISTANT COATING, AND SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR
MANUFACTURER'S INSTALLATION INSTRUCTIONS.
S. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK, DO NOT INSTALL INSTALLATION ANCHORS INTO MORTAR
JOINTS. EDGE DISTANCE IS MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE
SHELL OF BLOCK
6. FOR 2X STUD CONSTRUCTION, ANCHORING OF THESE PRODUCTS SHALL BE THE SAME AS FOR 2X BUCK
CONCRV"ASONRYCONSTRUCTION.
7. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE
FOLLOWING PROPERTIES:
A. WOOD - MINIMUM SPECIFIC GRAVITY OF DSS.
B. CONCRETE -MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI.
C. GROUT -FILLED CMU- UNIT STRENGTH CONFORMS TO ASTM C-90 WITH MINIMUM COMPRESSIVE STRENGTH
OF 2000 PSI AND GROUT CONFORMS TO ASTM C 476, MINIMUM GROUT COMPRESSIVE STRENGTH OF 2000
PSI.
D. HOLLOW BLOCK CMU - UNIT STRENGTH CONFORMS TO ASTM C40 WITH MINIMUM COMPRESSIVE STRENGTH
OF 2000 PSI.
0 00
B. SEE SHEETS 6 AND7 FOR P4(*E DETAIL;pF TILE WSTALLATION REQUIREMENTS, INCLUDING ANCHOR
• LOCATIONNCES EMBEDMFM ANDISHIM SPACING.
0000•0
• 0 0
!. OPTIOAALLY, ANCjiQRj Gell fE PLACED iN NARR01I SECTION OF HEAD OR JAMB AS LONG AS MINIMUM
• • &WMENTAND EDGE DISIP NCE ARE )l•C"WVEO. •
• 0 • 0 0 0 0•
0000••
0000 AN�FTO TABLE
BUILDING
DROPS, INC
• • • • •
• •
OARNKAQ,pLum
6'B" DOORS
B'0" DOORS
• •
0000
• • • • •
AMPMTYP16
ANCHOR • •
SITE • STiBiTRATE
• •
MIN. EDGE
MAX. O.C.
MAX OG
• • • • • •
Z
El=R@WMEW
• • • • • •
DISTANCE
SPACING AT SPACING AT
• •
.
JAMBS
IAMBS
0000•
WDo* SCREW
4300 • 42*'0*D BUCK
• 1 -vu
3/4"
17 -IX
17-1/4"
e
�On
OR FIMMING
U
Ri%AM•
3/16" f E%—
• I Ul •
2-2W
17-1/2-
17-1/4"
_j
CLC
ITWTAPCON
3/16" CONCRETE/CMU
1-1/4"
1'
w
143x
371/2" MAX
0JL W+DMT
3"TYP P.
. �E
�rl W FF
n s
e
a
i .� N
t
TY P. ANCHOR LAYOUT
NOTE:
FIO ANCHORS REQUIRED AT THE SILL FOR SINGLE DOORS (X) ONLY.
PREPARED OY:
BUILDING
DROPS, INC
WEDAMWAW @Lvo.m W
OARNKAQ,pLum
M WgM4Xn
Oft 0NPftA=
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2X BUCK ANCHOR TABLE
ANCHOR TYPE ANCHOR SUBSTRATE MIN. EDGE MBV.CENTER
SUBSTRATE
6'B' DOORS
8V DOORS
SIZE EMBEDMENT DIST. TO To CENTER
MAX. O.C.
MAX. O.C.
SUBSTRATE DISTANCE
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32
(NOT USED)
33
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34
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