HomeMy WebLinkAbout165 Bob Thomas CirI -Lny,
RECEIVED CITY OF SANFORD
OCT 2 BUILDING & FIRE PREVENTION
201 PERMIT APPLICATION
4
Application No: Documented Construction Value: $ 3 Q
mob Address: _Z /Jdb &IduAs ;eal Historic District: Yes ElNo
Parcel ID• Zoning: -
4escription of Work: X/EG G i„y o IAAI!5 J lQvo c A&_,olac ,.I e x
Plan Review Contact Person: wL&tC'1 o(e, CCorp s Title:
Phone: Fax: E-mail:
e#y-Owa e l:nfotion
Name 0'V Phone:
Street: /6 S o ra.ua s 4 Resident of property? 0-
City, State Zip: 3 Z 7 /
Contractor Information
Name Phone:
Street: Fax:
City, State Zip: State License No.:
Architect/Engineer Information
Name: Phone:
Street: Fax:
City, ,St, Zip: E-mail:
Bonding Company:
Address:
Building Permit- ff
Mortgage Lender:
Address:
PERMIT INFORMATION
Square Footage: Construction Type:
No. of Dwelling Units: Flood Zone:
Electrical
New Service — No. of AMPS:
Mechanical 0 (Duct layout required for new systems)
No. of Stories:
Plumbing
New Construction - No. of Fixtures:
Fire Sprinkler/Alarm 0 No. of heads: _
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 standards of all laws regulating construction in this jurisdiction. I understand that a separate permit
must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and
air conditioners, etc.
OWNER'S AFFIDAVIT: I certify that all of 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. A NOTICE
OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE
FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR
LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.
NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this
property that may be found in the public records of this county, and there may be additional permits required
from other governmental entities such as water management districts, state agencies, or federal agencies.
Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida
Lien Law, FS 713.
The City of Sanford requires payment of a plan review fee. A copy of the executed contract is required in order
to calculate a plan review charge. If the executed contract is not submitted, we reserve the right to calculate the
plan review fee based on past permit activity levels. Should calculated charges exceed the documented
construction value when the executed contract is submitted, credit will be applied to your permit fees when the,
permit is released.
to _a ZG,O
Signature of weer/Agent Date
Print Owner/Agent's Name
Signature of Notary -State of Florida Date
o FP"-DEBf IE-'>3Lalv iGfi
s rOMMiSSION z DD629096
i o FYi 1t'ES: Febmary 25, 20S 1
c `F FL rotary Discount Assoc. Co.
1-iG1-3-NGTARY
G ea .1i^ sa`Ps.Aa AI\Q
Owner/Agent is Personally Known to Me or
Produced ID _.
7'—
Type of ID'aft O .
APPROVALS: ZONING: 6A 10 _XS '10. UTILITIES:
ENGINEERING:
COMMENTS:
Signature of Contractor/Agent Date
Print Contractor/Agent's Name
Signature of Notary -State of Florida . Date
Contractor/Agent is Personally Known to Me or
Produced ID Type of ID
WASTE WATER:
BUILDING: `e 64 o
Rev 11.08
111j®jamOWNERBUILDERSTYTEMENT// FF1DAVIT
Altamonte Springs, Casselberry, Lake Mary, Longwood, Oviedo, Sanford,
Seminole County, Winter Springs
Florida Statutes are quoted here in part for your information' to indicate the authority for exemptions for
homeowners from qualifying as contractors and to express any applicable restrictions and responsibilities.
OWNERS MUST PERSONALLY APPEAR AT THE BUILDING DIVISION TO SIGN THIS DOCUMENT
BY SIGNING THIS STATEMENT, I ATTEST THAT: (Initial to the left of each statement)
I understand that state law requires construction to be done by a licensed contractor and have applied for
an owner -builder permit under an exemption from the law. The exemption specifies that I, as the owner of
the property listed, may act as my own 'contractor with certain restrictions even though I do not, have a
license.
I
I understand that building permits are not required to be signed by a property owner unless -he or she is
responsible for the construction and is not hiring a licensed contractor to, assume responsibility.
I understand. that, as an owner -builder, I am theresponsible party of record on a permit. I understand that I may
protect myself from potential financial risk by hiring a licensed contractor and having the permit filed in
his or her name instead of my own name. I also understand that a contractor is required by law to be licensed
in Florida and to list his or her license numbers on all .permit and contracts. I
understand that I may build or improve a one -family or two-family residence or a farm outbuilding. I' may,
also build or improve a commercial building if the costs do not exceed $75,000. The building or residence
must be for my own use or occupancy. It may not be built or substantially improved for sale or lease.
If a building or residence that I have built or substantially: improved myself is sold or leased within in
1 year after the construction is complete, the law will presume that I built or substantially improved it l
C
for
sale or lease, which violates this exemption. i
I
understand that, as the owner -builder, I must provide direct, onsite supervision of the construction.,:, I
understand that I may not hire an unlicensed individual person to act as my contractor or to supervise persons
working on my building or residence. It is my responsibility,to ensure that the persons whom I employ
have the licenses required by law and by city ordinance. I
understand that it is a frequent practice of unlicensed persons to have the property owner' obtain any owner -
builder permit that erroneously implies that the property owner is providing his or her own labor and
materials. I, as an owner -builder, .may be held liable and subjected to serious financial risk for any injuries
sustained by an unlicensed person or his or her employees while working on my property. My homeowner'
s insurance may not provide coverage for those injuries. I am -willfully acting as an owner - builder
and am aware of the limits of my insurance. coverage for injuries to workers on my property. I
understand that I may,not delegate the responsibility for supervising work to.a licensed contractor who is not
licensed to perform the work beingdone. An person eking on my. building who. Is not licensed must
work under my direct supervision and must be employed by me, which means that I must comply
with laws requiring the withholding of federal income tax and social security contributions under
the Federal Insurance Contributions Act (FICA) and must provide workers' compensation n
for the employee. I understand that my failure to follow these laws may subject me to serious financial risk.
Rev.
9.14.2009
I
I agree that, as the party legally and financially responsible for this proposed construction activity, I will
abide by all applicable laws and requirements that govern owner=builders as well as employers. I also
understand that the construction must comply with all applicable laws, ordinances, building codes, and
zoning regulations.
I am of aware of construction practices and I have access to the Florida Building Codes.
I understand that I may obtain more information regarding my obligations as an employer from the Internal
Revenue Service, the United States Small Business Administration, the Florida Department of Financial
Services, and the Florida Department of Revenue. I also understand that I may contact the Florida
Construction Industry Licensing Board at 1-850-487-1395 or at www.myflorida.com/dbpr/pro/cilb/ for
more information about licensed contractors.
I am aware of, and consent to, an owner -builder building permit applied for in my name and understand
that I am the party legally and financially responsible for the proposed construction activity at the address
listed below.
I agree to notify the building department immediately of any additions, deletions, or changes to any of the
information that I have provided on this disclosure or in the permit application package.
Licensed contractors are regulated by laws designed to protect the public. If you contract with a person
who does not have a license, the Construction Industry Licensing Board, the Department of Business and
Professional Regulation and the building department may be unable to assist you with any financial loss
that you sustain as a result of a complaint. Your only remedy against an unlicensed contractor may be in
civil court. It is also important for you to understand that, if an unlicensed contractor or employee of an
individual or firm is injured while working on your property, you may be held liable for damages. If you
obtain an owner -builder permit and wish to hire a licensed contractor, you will be responsible for verifying
whether the contractor is property licensed and the status of the contractor's workers' compensation
coverage.
Property
do hereby state that I am qualified
and c pable of perf ing the requested construction involved with the permit application filed and agree to the
conditions specified above. .
Form of Identification
Must be Photo ID)
Zoip
ate
A violation of this exemption is a misdemeanor of the first degree punishable by a term of imprisonment
not exceeding 1 year and a $1,000.00 fine in addition to any civil penalties. In addition, the local
permitting jurisdiction shall withhold final approval, revoke the permit, or pursue any action or remedy
for unlicensed activity against the owner and any person performing work that requires licensure under
the permit issued.
Rev.9.14.2009
4a
Home Log 1n User Registration Hot Topics Submit Surcharge Stats 8i Facts. Publications . FBC
fw
A Product ApprovalOct
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F'mduct A i7roval Menu > Product or Application Search > Application List > 4pplication History > ApplicationD4
6
FL43 34-R 4
FL #
Application Type Revision
2007CodeVersion
Application Status Approved 3
tiu, .J.\y. P P e
r¢ _&'Jaa.;a\,
e,.;«:eaw:a\\ Comments
Archived
s
Product Manufacturer, Masomte International
Address/Phone/Email ii°9Vorth~D tilC lary
Suite 950
Tampa, FL 33609
615) 441-4258
sschreiber@masoniie.com
Authorized Signature Steve Schreiber
sschreiber@masonite.com
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category Exterior Doors
Subcategory Swinging Exterior Door Assemblies
Compliance Method Certification Mark or Listing
Certification Agency National Accreditation & Management Institute,
Validated By National Accreditation& Management Institute,
Referenced Standard and Year (of Standard) Standard
TAS 201
TAS 202
TAS 203
NO'ITICE OF PROW. .:'I' CERTIFICATION,
Company: Masonite International Corporation Certification No:: N1006591-R2`Page 2
1955 Powis Road Certification Date: 06I14/20f16
West Chicago, 1L 60185
Expiration Dater 12/30/2010
Recision Date: 12/18/2008
I Product: Metal -Edge Impact Rated Steel Door w/Hollow Metal Steel Frame
Specifications Tested To: TAS 2011202/203-94/ASTM; E330
rThe "Notice of Product Certification" is only valid if the NAMI Certification Label has-been applied to the product as described within this document. The certification
label represents product conformity, to the applicable specification and that all certification criteria has been satisfied.. This product has been,approved for listing within
NAIMI's Certified ProductI.isting at ",w.Namicertification.com. NAMI's Certification Program is accredited by The American National Standards Institute (ANSI)•
Configuration
X
Inswing Glazed
or or
outswing opaque
US Opaque
Maximum
Size
3'0" x 6'8"
Design
Pressure
Pos/N
80/-80
Asileis
Impact
Rated
Yes
Test Report Number
Drawing Number &
Comments
NCTLr210-1915-1,2,3
Anchor Detail-MA-FL0150-06
Single
X —
Single
O S Opaque 3'0" x 6'8„ 80./-80 Yes NCTL-21-0-191-1,2.3
Anchor Detail-MA-FL0150-06
I
National Accreditation Management insttiule, Inc./l io lu tvlercnants W a1K .7u1IC 4U4/1,Nv" P1UK L 1Mna, . n
Tel-757.594.8658/Fax-757.594.8659
NAMI AUTHORIZED SIGNATURE:
NAMI NOTICE OF PRODUCE' LINE
CERTIFICATION
Certification No.: N1006591-R2 Pa e 1
Date: 06/14/2006
Revision Date: 12/18/2008 s
tp F Certification Program: Structural
nite-:internatianaiCompany: Maso
t" Code: M-703-1
The "Notice of Product Line certification" is valid only when Administrator's Seal is applied to the upper
4
left hand portion of this form and a certification label is applied to the product.. This certification seal
represents product conformity to the applicable speeitication and that all certification, atioli criteria has been
satisfied.
The products and systems listed below are approved for listing in the Directory of Certified `Products at
www.NAMiCerTification.com. Please -review, and advise NAMi immediately if data,, as shown requires
corrections.
Company: Masonite International Corporation
1955 Powis Road
West Chicago, IL 60185
Product Line: Masonite Metal=Edge Impact Rated Steel Door with Hollow Metal
Steel Frame
Test Report: NeTL-210-1915-1,2,&3
Section 1: General Description of the Products and Systems under this Certification
1.1 Frame: Jambs and head constructed from 4-5/8" 18 gauge steel.
s
Head/.lamb corners were mitered construction.
1.2 Door Slabs) , Construction: Slab constructed from 0.017" (hick steel
shins. Top and bottom rail constructed from wood. Stiles. of continuous
roll -formed steel employing a high impact styrene thermal barrier. Interior
cavity filled with rigid polyurethane.
Section 2:, Additional Supportive Test or Acceptance Data Provided with
Certification Documentation included':
2.1 Anchor Performance Calculation Report -Performed by Eric S_ Nielsen,
P.E '(Florida P.E. No. 41323)
2.2 Surface Burning Characteristics for Foam Filled Door,performed by
Omega. Point Laboratories to ASTN 4 E84-98. "Standard Test Method
For Surface Burnirig,Charaeteristics of Building Materials": Report No.
915977-104313.
This-inloimation is provided as a convenience for consumer.. building departments and inspectors and is not considered part of
this comticatinn
Sm additional Pages of Certification for Certified Product Line Mat.rix(s). 9
National Accreditation &_Management Institute, Inc.
11870 Merchants Walk Suite 202-hewport,News, VA 23606
TEL(757) 594.8658 FAX(757)594-8659
Engineering Evaluation Report
Report No.: WE-2008-158
Evaluator: Robert A. Walz, I'.E:
Walz Engineering
r- 0 11 l l 1 Hall Road, Suite 110
Z
cto
17 Utica, Michigan 48317
N
z M Manufacturer: MI Windows and Doors
650 West Market Street
00 Gratz, Pennsylvania 17030
L
u- Product: M-2246 - BridgeWood Structural Mullion
LO
Description of Product: M-2246 - Structural Mullion. The mullion
N . _ is extruded from 6063-T5 aluminum and used in both the vertical and
N horizontal orientation in the BridgeWood window series. The mullions
are secured to the substrate using the MT000022 aluminum mullion clip. -
p There are two anchors in each MT000022 mullion clip to anchor theLUmulliontothesubstrate.'
N
ZZ
ctz
L Submitted TechnicalDocumentation: 1.
Mullion Analysis and Anchorage Report, report number A
WE-2008-158A sealed by Robert A. Walz, P.E. 2.
Installation Details, sheets 1, 2, 3 and 4 of Report Number WE- 6
2008-
158D sealed by Robert A. Walz, P.E. Installation
Requirements: Mullions must be installed as per the manufacturers '
published installation instructions and as' described in the installation
drawings listed in the technical documents section of this report.
VA
VY
y
Mullion Design Pressure Tables
T-inrivnntal h4111linn Cnnnritu with Anchorage into Wond/Concrete/CMU
Height/Width
37-1/4"
21-5/8"
75
25-518"
75
29-5/8"
72
33-5/8"
59
37-7/8"
48
41-5/8"
43
61-5/8"
26
73-5/8'.
21
41-114" 75 75 69 57 47 41 25 20 __-
49-1/4" 75 75 64 53 44 39 23 19
53-1/4" 75 75 62 51 42 37 23 18
57-1/4" 75 74. 60 49 41 36 22 18
65-1/4" 75 69 56 46 39 34 21 17
69-1/4" 75 67 54 45 38 33 20 16
77-1/4" 75 63 51 42 36 32 19 16
Transom 21-518" 25-5/8" 29-518" 1 33-5/8"
J
37-7/8" 37-7/8" 37-7/8" 37-718"
M-?946 Vertical Mullinn C'anncity with Anc.horaue into Wood/Concrete/CMU
Height/Width 21'=518" 25-5/8" 29-5/8" 33-5/8" 37-7/8" 41-5/8" 61-5/8" 73-5/8"
37-1/4" 75 75 75 75. 75 75 75
41-1/4" 75 75 75
75
75 75 75 75 75
49-1/4" 75 - 75 75 75 75 75 75 75
53-1/4" >75 75 75 75 75 75 73 73
57-1/4" >75 75 75 75 71 68 63 63
65-1/4" >75 75 69 63 59 56 49 48
69-1/4" >75 71 64 58 54 51 44 43
77-1/4' 72 62 56 51 47 44 36 35
Limitations of Use:
1. Maximum product design pressure of +/-75.0 psf.
2. Maximum unit sizes attached to each side of mullion: 77-1/4" wide by 73-5/8"
high.
3. Units attached to the mullion must have their own product approval.
4. Units maybe mulled indefinitely as long as the maximum unit size is not
exceeded.
5. Mullion maybe used horizontally or vertically.
6. Product is not rated for use in HVHZ.
7. Product is not impact resistant and requires impact protection when installed in a
Wind Borne Debris Region.
8. Design Pressure of mulled units shall be the lesser of the design pressures of the
assembly components, the mullion or the individual units.
9. May be installed in wood, concrete or steel substrate as per installation drawings,
sheets 1, 13 and 4 of Report Number WE-2008-158D.
Compliance: The above listed products have been shown to demonstrate compliance
with the 2007 Florida Building Code and with the Florida Department of Community
Affairs for Statewide Product Approval as per Rule 9B-72.070 method 1(d).
o -W1z,_P,.E. —
Florida P.E. 40456
Date: September 11, 2008
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BCIS Home Log In User Registration Hot Topics Submit SurchargeStats &Facts: Publications, •. FBC Product
Approval USER:
Public User vvv\vvy i F .
aduct Approval Me u > F'rod:.c; or A j•)I1ca;io. Search > Ap;lication E_ist > Application Detail X.
11
FL11613 Application
Type New ppyp2007 \\
mCodeVersionApplication
Status Approved a:,
Comments
Archived -
Product
Manufacturer MI Windows and Doors Address/
Phone/Email 650 West Market Street Gratz,
PA 17030 717)
365,-3300 Ext 2560 bsitlinger@miwd.
com Authorized
Signature Brent Sitlinger bsitlinger@miwd.
com Technical
Representative Address/
Phone/Email Quality
Assurance Representative Address/
Phone/Email R
Category
Windows Subcategory
Mullions Compliance
Method Evaluation Report from a Florida Registered Arc Professional
Engineer iW
Evaluation Report`- Hardcopy Received Florida
Engineer or Architect Name who developed the Robert A. Walz Evaluation
Report Florida
License PE-40456 Quality
Assurance Entity Architectural Testing, Inc. Quality
Assurance Contract Expiration Date 12/3112011 Validated
By Steven M. Urich, PE Validation
Checklist - Hardcopy Received Certificate
of Independence FL11613_RO_COI_CCF10312008_00001.I;df
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
Sections from the Code
1714.5.S.2
1714.5.5.3
1714.5.5.4
Product Approval Method Method 2 Option B
Date Submitted 11/05/2008
Date Validated 11/05/2008
Date Pending FBC Approval 11/13/2008
Date Approved 12/10/2008
Summary of Products
FL # Model, Number or Name Description
11613.1 fM2246 Mullion Aluminum structural mullion. -For us,
0,
Limits of Use Installation Instructions
Approved for use in HVHZ: No FI_11613_RO_11Mullion evaluation I
Approved for use outside HVHZ: Yes Verified By: Robert A Walz PE 404
Impact Resistant: No Created by Independent Third Part,
Design Pressure: +75/-75 Evaluation Reports
Other: See Evaluation report for actual design pressures for various FL.11.613 R0 AE_Mullion t-valuatic
sizes. Created by Independent Third Parr
Back! Next _
DCA Administration
Department of Community Affairs "
Florida Building Code Online
Codes and Standards -
2555 Shuniard Oak Boulevard
Tallahassee, Florida 32399-2100
850) 487-1824, Fax (850) 414.8436
2000-2005 The State of Florida. All rights reserved: Copyright and Disclair
Product Approval Accepts:
vessam
Ko xeiePl f It WWI
HURRICANE BELLEVILLE FIBERGLASS DOOR UNIT
6' 8" GLAZED DOUBLE DOOR WITH / WITHOUT SIDELITES
GENERAL NOTES '-
y
1. EVALUATED FOR USE IN LOCATIONS ADHERING TO
THE FLORIDA BUILDING CODE AND WHERE PRESSURE
REQUIREMENTS AS DETERMINED BY ASCE.7, MINIMUM
DESIGN LOADS FOR -BUILDINGS °-AND OTHER STRUCTURES,.
DOES'NOT..;EXCEED THE DESIGN PRESSURES .LISTED.
2. THIS PRODUCT DOES NOT REQUIRE THE USE OF
A HURRICANE PROTECTIVE DEVICE (SHUTTERS).
3. POLYURETHANE CORE FLAME SPREAD INDEX OF 50 _
AND SMOKE DEVELOPED INDEX OF 60 PER ASTM E84.
4. PLASTICS TESTING OF FIBERGLASS FACING:
TEST DESCRIPTION. DESIGNATION RESULT
COMPARATIVE .TENSILE STRENGTH AFTER WEATHERING
w -4500 HOURS XENON ARC METHOD 1
J
QQ _
U
SELF IGNITION TEMP ASTM D1929 803 'F > 650 "F
RATE OF BURNING ASTM 0635 0.79 IN MIN C-1
SMOKE'OENSITY' ASTM 02843 48.97.
TENSILE, STRENGTH•. ASTM 0638 7.3R OIFF
SINGLE DOOR UNIT DOUBLE DOOR UNIT
TABLE OF CONTENTS
SHEET #' - DESCRIPTION
1 TYPICAL ELEVATIONS & GENERAL NOTES
2 ANCHORING LOCATIONS &-DETAILS
3 ANCHORING LOCATIONS & DETAILS
149 MAX. OVERALL FRAME WIDTH
20,5" MAX 36.375" MAX. 37.5" MAX: PANEL WIDTH FRAME WIDTHW/ASTRAGAL ' I^
o
N
K
3 l.i
4
SINGLE DOOR UN17 SINGLE DOOR UNIT
WITH SIDELITE - WITH SIDELITE
DOUBLE DOOR UNIT W/SID
Ad6rdlmbWlkA
caviatimNu.:_ rV 1l5 5ar3o-IZ
Date Rene i2-/ 1a/os
SINGLE'DOOR UNIT- W/SIDELITES DOUBLE DOOR UNIT W/SDELITES
DESIGN PRESSURE RATING,
WHERE WATER INFILTRATION PERFORMANCE IS
REQUIRED TO BE 15% OF DESIGN PRESSURE " -
CONFIG MAX WIDTH INSWING OUTSWING INSWING OUTSWING OUTSWING"
X 37.5 60.0 -60.0 60.0---60.0 19.0 -19.0 40.0 -40.0 60.0 -60.0
XX 74 60.0-60.0+60.0 60.0 19.0- -19.0 40.0 -40.0 60.0 -60.0
OX or XO' 75 60.0. -60.0 60.0 -60.0 19.0 -19.0 40.0 -40.0 60.0 -60.0
OXO. 112:5 60:0 -60.0 . 60.0 -60.0 19:0 -T9.0. 40.0 -40.0 60.0 -60.0
OXXO. 149 60.0 -60.0 50.0 -60:0 19.0 -19.0 40.0 -40.0 60.0 -60.0
High Dam Threshold Design
ATE: 2111105
SCALE N.T.S.
MG. BY: SWS
CHK. BY:
DRAWING NO.:
DWG-M4-Ro122-05
SHEET 1. OF 3
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ATTACHMENT DETAIL
1. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED,
SIGNED AND SEALED. BY HAROLD E. RUPP, PE
FLORIDA #15935) WITH THE LOWEST (LEAST)
FASTENER RATING FROM THE DIFFERENT FASTENERS HARDWARE SCHEDULE
BEING CONSIDERED FOR USE. JAMB, HEAD, AND
THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE
10 WOOD SCREWS OR 3/16" TAPCONS. A PHYSICAL i SN"—
SHIM MUST BE PLACED IN SHIM SPACE AT EACH ANCHOR — 0.25" MAX
LOCATION. SHIM
1. KWIKSET MAXIMUM SECURITY SERIES GRADE 2
CYLINDRICAL AND DEADLOCK HARDWARE TO BE INSTALLED
AT 5-1/2" CENTERLINE.
2. 4" X 4" FULL MORTISE BUTT HINGES.
cL2. THE WOOD -SCREW SINGLE SHEAR DESIGN VALUES COME FROM
ANSI/AFOPA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT ` wwoc mQZA.
OF 1-1/2- MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE
MINIMUM EMBEDMENT OF 1-1/4". TYPICAL
AddetmtoIAW 2/11 05
sck3. W000 BUCKS BY :OTHERS. MUST BE ANCHORED PROPERLY TO ANCHOR INSTALLATION ca*AfimNw 1N o 1 OWG. BY: SwS
N.T.S.
TRANSFER LOADS TO STRUCTURE.
4 9/16" MIN JAMS geuiewedBY owc.
DO fl8406 12117. a8 cHe. BY:
4-, MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 171 LBS. DaewpcNo..
DWG-MA-ROJ22-05
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8 x 2-1/2'
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ASTRAGAL RETAINER ' BOLT HOLE
a w . " g
MUST BE DRILLED THROUGH NNa"raED o
10 x 2" THE THRESHOLD & INTO THE owwogouj
8 x 2-1/2 STRUCTURE DEEP ENOUGH o z w z o o
10 x 5/B
DETAIL E"' ASTRAGAL6-a a = < a
ATTACH ASTRAGAL RETAINER BOLT
FOR A 1.375' THROW
8 x 2- 1/2' #10 x 3/4" STRIKE PLATE TO FRAME DETAIL "F ASTRAGAL00 oroc o0
10 x 3/4 '
10 x 5/8" AS SHOWN.
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0.124" ANNEALED DECORATIVE INSERT
10. x 2 - 0.090" SAFLEX IIIG (
OPTIONAL)
DETAIL "C" 0.124' ANNEALED .0124"TEMP.
DETAIL "D,. L Li aHALUMINUMORBUTYL -
SPACER ,(•"•,. . d6 x 1-1/2' PHS -
rM
DATE: 2/11105
i 1dm b NNA832 SCALE: N.T.S.
0.962•' _ (r
DOW 832 t ORWEQUAL
n I - I '1 1.047" OR EQUAL A"1 .:. IGII NOl r,4 DWG. BY: ` SWS
1.75" L!TJ CHK. BY: 375" IC_EI_L!d!_ _ - FxrFalaR "1 T RI R fl9N4d6d 8 .:.
2 / AStiTYPICALGLAZINGDETAIL" DRAWING N0.
INSWINGTHRESHOLD OUTSWING THRESHOLD HIGH DAM O/S THRESHOLD IMPACT RATED GLASS DWG-MA--FLO122-05 SHEET
2 OF 3
HURRICANE BELLEVILLE FIBERGLASS DOOR UNIT
6'-8- DOUBLE DOOR, WITH / WITHOUT SIDELITES
GtNFRAL NOTES
1. EVALUATED'FOR USE IN LOCATIONS ADHERING TO `
THE FLORIDA BUILDING CODE'AND WHERE PRESSURE
REQUIREMENTS AS DETERMINED BY ASCE 7, MINIMUM
DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES,
ROES NOT EXCEED THE DESIGN PRESSURES LISTED.
2." THIS PRODUCT DOES NOT REQUIRE THE USE OF
A HURRICANE PROTECTIVE DEVICE (SHUTTERS).
3. POLYURETHANE CORE FLAMESPREAD -INDEX OF 50
f AND _SMOKE DEVELOPED INDEX OF-60 PER ASTM, E84.
4. PLASTICS TESTING OF FIBERGLASS FACING:
nc rn _ -111 T
SELF IGNITION TEMP ASTM D1.929 _ 803 'F > 65D'F
RATE OF BURNING ASTM D635 0.79 IN MIN C-1
SMOKE ,DENSITY ASTM02843 48.9% TENSILE :
STRENGTH- I ASTM 0638 7'.3% DIFF GOMPAKAIIVL
ItNSILt SIKILNUI" Arli WGAIMlt l'N. 4500
HOURS XENON ARC METHOD 1 0®:
1313 ®0E3®t®:
SINGLE
DOOR UNIT DOUBLE DOOR UNIT SINGLE DOOR'UNI7 SINGLE DOOR+UNIT WITH
SIDEU7E "` WITH SIDELITE 149*
MAX. OVERALL FRAME Ii iH 20.
5 -MAX 36.375"-MAX. D.
L. 0. -- PANEL WIDTH --{ 37.5" MA4 ' WIASTRAGAL
I FRAME
WICH o
N
w
sGj
O2
1 =
t\
n!
W
a
iI
TABLE
OF CONTENTS SHEET .{
J DESCRIPTION t
TYPICAL ELEVATIONS & GENERAL' NOTES- 2
JANCHOR LOCATIONS & DETAILS 3.
1 JANCHORING LOCATIONS &..DETAILS DOUBLE
DOOR UNIT W/SIDELITES AddeMmwtillN
raft
Ilk. N I.n o- 'a- N8VI9YBd .
Daleflevrewe
1z r iis I_®! -- _
I_I I' ICI I I I
I
SINGLE
OOOR' UNIT WLSIDELITES DOUBLE DOOR =UNIT W/SIBii DESIGN
PRESSURE RATING WHERE.,
WATER-INFILTRATION PERFORMANCE IS =' REQUIRED
TO BE, 157 OF DESIGN PRESSURE CONFIG
MAX WIDTH INSWING . I OUTSWING INSWING OUTSWING OUTSWING' X
37.5--+70.0 70.0_ 70.0 -70.0 1910 -19.0 700 70.0 XX
74 50.5'-50.5 55.0 P9;0-19.0 4400-+55.0 70.0
50.5
or XO
75 `: 5 D-6OX 0.5+190-190 70.0
40.0 - -
40.0 55.0 -SO.S OXO 11
2.5 +50.5 50.5 ;_+55.0 50.5 t9.0.-74.0= 40.0"/ .-40.0 55.0 -50.5 OXXO 1.
49 - 50.5 -50.5 55.0 -50.5. 19.0 -19.0 40.0 -40.0 - 55.0 -50.5 nlgn vom
nresnoic veslgn SCALE: N.
T.S. owc:6r.,
SWS CW BY:
calvnluc. I+
o DWG-IAA-
FL0120-05 SHEET `, I.
OF 3
6" — SEE DETAIL _ —
E"
3
L ,L —T3 —I I-
3
I I 3'.
r 3 c I r '1 f` 31
SEE DETAIL
6"
O
a
r.
J
Q
0w
8
O 6
0
6„
a
6' 6' —
W
a SEE
J
6
0w
io
n
N
EE DETAIL
C"
3" — - _ 3„ I - I— 3,. ....
f—'„
3 6., I` —I 6"
6" —{ {— Ij
SEE DETAIL
6
8 x 271/2"
ASTRAGAL RETAINER BOLT HOLE
MUST BE DRILLED THROUGH
8 x 2-1/2" #
10 x 2" ° THE THRESHOLD & INTO.THE
DETAIL`"E" ASTRAGAL
STRUCTURE DEEP ENOUGH
10 x 5/8" FORA 1.375" THROW
ATTACH ASTRAGAL RETAINER BOLT
8 x 2-1/2" #10 x 3/4" . STRIKE PLATETOFRAME DETAIL "F" ASTRAGAL 10
x 5/8" AS SHOWN., 0.
124"-ANNEALED DECORATIVE INSERT, 1
O X 2 - - - (OPTIONAL) 0.
090" SAFLEX LUG DETAIL "
C" 0.124" ANNEALED .0124" TEMP. DETAIL "
D" ALUMINUM
OR BUTYL - - SPACER • •`1"v; Q6 X 1-1/2" -PHS - 0.
962" Ij.
DOW .
832. OOW 832II Rb _ OR
EQUAL ;. -0R EQUAL 1 .
75" '1.047' E'lC 1.
375,, . _ C311011N0.:
N- T
TYPICAL GLAZING DEN D
B—z,
zjos INSWING
THRESHOLD OUTSWING THRESHOLD HIGH DAM O/S THRESHOLD IMPACT RATED GLASS cr
O
N O
Q
lLl U Ir
US
W z
LLJ ti
UU Z
Q J co (
Q U
SEE DETAIL
C" SHT. 2
ATTACHMENT DETAIL
1. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED,
SIGNED . AND SEALED BY HAROLD E. RUPP, PE
FLORIDA #15935) WITH THE LOWEST (LEAST)
FASTENER RATING FROM THE DIFFERENT FASTENERS
BEING CONSIDERED FOR USE. JAMB, HEAD, AND
THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE
10 WOOD SCREWS OR 3/16" TAPCONS. A PHYSICAL 1.50"
SHIM MUST BE PLACED IN SHIM SPACE AT EACH ANCHOR MIN
LOCATION.
2. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM
ANSI/AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT
OF 1-1/2" MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE
MINIMUM EMBEDMENT OF 1-1/4".
3..WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO
TRANSFER LOADS TO STRUCTURE.
4. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 171 LEIS.
6" —
I - I- 3.
0
cli
U
a SEE DETAIL I
l "D'SHT. 2
a (G
i
9IN
I L
6" 6"
Ii —I
I II
H
II II
B
II 1
a
I 3"6
I
I-
E -I3.. 6"
3..
I— 3
6"
1.25" OAxSHIM
TYPICAL
ANCHOR INSTALLATION
4-9/16" MIN JAMB
HARnWARF SCHFnIII F
1. KWIKSET MAXIMUM SECURITY SERIES GRADE 2
CYLINDRICAL AND DEADLOCK HARDWARE TO BE INSTALLED
AT 5-1/2" CENTERLINE.
2. 4" X 4" FULL MORTISE BUTT HINGES.
AdtndmIDWJA
coffl bmlNa N 1i5bS 3o-R
flrAftwk.
Dale Aexexef i z/
DATE 2111105
E: N. T. S.
DWG. BY: SWS
CHH. BY:
DRAWING NO,
DWC-MA-FI-0120-05
SHEEP j OF 3
I'O II IQI it
i
O
I-NN-
TWIN SH, PW OR SLIDER
WITH TRANSOM, HALFROUNO. ETC.
WITH HORIZONTAL MULLM-2246
1-3/8` MIN.
EMBEDMENT
2-5/8" MIN.
EDGE DISTANCE
I
a
d
CETE OR 17
CMU
VARIES. SEC TABLE
SECTION B
ROUGH OPENING
MULLON CLIP 1
M T030022
rtlna
0
SEE INSTALLATION
NOTES
SECTION A
M-2246 HORIZONTAL MULLION DESIGN LOAD (PSF)
woo r
uw r
21-5/8' 25-5/6 29-5/8' 33-5/8 37-7/8 41-5/6" 61-5/8' 73-5/8
37_1/4' 76 76 75 66 53 47 29 24
41-1 /4' 75 75 75 62 51 45 28 23
49-1/4" 76 75 71 68 48 42 2e 21'
53-1/4" 75 75 Be 6e 4e 41 25 20
57-1/4" 76 75 66 64 445 10 24 10
65-1/4' 75 75 62 61 42 38 23 8
75 eo e0 40 41 37 22- 17
77-1/4' 75 60, 50 47 30 36 21 ie
rnwsor P-s/B" 25-5/8 79-5/6' 33-5/8 37-7/11 37-7/e 37-7/e 37-7/8
TWO T71 minx)"
DETAIL 1
wo DOOra PC. Y a1.ra
MULLION SPECIFICATION NOTES:
1) CHART APPLIES ONLY TO MULLION M-2246 WHEN USED
TO MULL FIXED HALFROUNDS, TRANSOMS OR SPECIALTY
UNITS
2) MULLION SHALL BE 6063-T5 ALUMINUM,ALLOY AND TEMPER,
3) NNDOW HEIGHT IS HEIGHT OF WINDOW BELOW TRANSOM.
TRANSOM HEIGHT VARIES. SEE TABLE.
4) STATED DESIGN PRESSURES ARE FOR POSITIVE AND NEGATIVE
ONO LOADS.
5) MULLION SPANS AND DESIGN PRESSURES LISTED IN CHART
SATISFY 2007 FLORIDA BUILDING CODE REQUIREMENTS FOR
STRENGTH. DEFLECTION AND END REACTION ANCHORAGE.
6) MULLION IS NOT APPROVED FOR WINO -BORNE DEBRIS REGIONS
WITHOUT AN APPROVED PROTECTION DEVICE INSTALLED.
7) REFER TO REPORT WE-2008-158 FOR MULLION ANALYSES.
B) VERTICAL MULLION CAPACITIES AND INSTALLATION PER SHEET 3/4
MULLION INSTALLATION N
1) INSTALLATION MUST USE MULLION CLIP MT000022.
2) INSTALLATION DETAIL IS FOR STRUCTURAL INTEGRITY ONLY
3) INSTALL TWO (2) 3/16` DIAMETER X 2" LONG TAPCON
ANCHOR WITH MINIMUM 1-1/2- EMBEDMENT OR TWO (2)
1/4" X 2" POWERS TAPPER ANCHOR WITH MINIMUM 1-3/8-
EMBEDMENT PER MANUFACTURERS INSTRUCTIONS.
MI WINDOWS AND DOORS
Z 3
630 14ST mmaltf 3rNlFl • dAT:. P4.17036-Q770
WROOWlANDOOORB,.
w TM.E M-2248 RANGE HORIZONTAL. INSTALLATION
TRv.
SECTION B
1 I' MIN EDGE
1.
PENETRATION
I-I/2'MIN,
MULLION CLIP
M T000022
SEE INSTALLATION
NOTES
ROUGH M-2246
OPENING 'EYaAwA
SECTION C
A
L.
I
SEE INSTALLATtCIN NOTES
MULLION CUP
r MT000022
1-1/2 MIN
PENETRATION
I 1" MIN EDGE
SECTION A
TWIN OR TRIPLE
NULLED W TH MULLION
M- Z2.6
4-22.6 VERTICAL MULLION OESIGM LOAD (PSFI
Mpm
M]II II-5/8' 25-5/8 29-5/e 13-5/8 37-1/a 4I-5/6' 61-5/8' 15-5/8
37-I/.- 76..>711 73 78 75 76 75 75
49-I/4• 791 76 76 76. 175 76 78 M.
a76 76 76 76 76' 73. 73;
57-/. 76 76 78 76 71 M 63 63 ..
65-,./.' 75 75 W 03 60 88 IO 40
69-'_/.' 76 71 04 88 6+ 61 44 r3
77-!/4- 72 02 66 81 R M 98 30
M -1iON -SPECIFICATION NOTES
1), CHART APPLIES ONLY TO.MULUON M-2246 WHEN USED
TO MULL FIXED HAUFROUNDS,' TRANSOMS OR SPECIALTY
UNITS
2) . MULLION SHALL BE 6063-T5 ALUMINVM ALLOY AND TEMPER.
3). WINOOW HEIGHT IS. NEIC.T OF WINDOW BELOW TRANSOM
TRANSOM HEIGHT VARIES. SEE TABLE,
A) STATED DESIGN PRESSURES ARE FOR. POSITIVE AND NEGATIVE
MIND LOADS
5) MULLION SPANS AND DESIGN PRESSURES LISTED IN CHART -
SATISFY 2007 FLORIDA BUILOINC CODE' REOUIREVENTS FOR
STRENGTH. DEFLECTION AND END REACTION. ANCHORAGE.
6) WULL16N IS NOT. APPROVED FOR. WIND-BORNE DEBRIS REGIONS
WITHOUT AN APPROVED PROTECTION DEVICE INSTALLED.
7) _ PEFER'TO REPORT WE-2005-158 FOR MULLION ANALYSES.
B) VERTICAL MULLION CAPACITIES AND INSTALLATION PER SHEET 3/4
M I ION INST TL APON NO %
I) INSTALLATION MUST USE MULLION CLIP UTOOW22.
Z) INSTALLATION DETAIL IS FOR STRUC'URAL INTEGRITT ONLY.
3) INSTALL TWO (2) (12 X. 3- WOOD SCREWS
WITH MINIMUM 1-1/2- EMBEDMENT.
W000 FRAMING SMALL BE PRESSURE TREATED SPRUCE
PINE FIR (C.0.2) -
aseo
10E) CWRS A.
M 650 *51 MARKET STREF' • OTATZ. PL . ITOM-0370 AI
DDW6ANDD00B8- TN,
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DESCRiT10N BY 1MLTIE PIANELOG.
THOA&CAVrrY DYRYV R0. REV. RlN910W0
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ion:: Hot Topics SubmitSurcharget Stats & Facts Publications
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Ap )Iirawn Search: > Application List > Application Detail
FL7590-R1
Affirmation
2007
Approved
Archived
Product Manufacturer MI Windows and Doors
Address/Phone/Email 650 West Market Street
Gratz, PA 17030
717) 365-3300 Ext 2560
bsitlinger@miwd.com
Authorized Signature Brent Sitlinger
bsitlinger@miwd.com
i
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category
Subcategory
Compliance Method
Certification Agency
Validated By
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
Windows
Single Hung
Certification Mark or Listing
American Architectural Manufacturers Associati
Standard
AAMA/WDMA/CSA 101/I.,S. 2/A440-05
i" 1 affirm that there are no changes in the new
affect my product(s) and my product(s) are in u
Florida Building Code.
Documentation from approved Evaluation or Validation Entity C YE
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
Summary of Products
FL # Model, Number or Name Description
7590.1 i 165/3000 Continuous Head and Sill Twin 71" x 60" CHS Twin lnsulat
Window - Fin Frame
Limits of Use Certification Agency Cert
Approved for use in HVHZ: No FL7590_R1_C_CAC_AAN
Approved for use outside HVHZ: Yes Quality Assurance Contr
Impact Resistant: No
Design Pressure: +35.3/-47.2 Installation Instructions
Other: R 35 FL7590_R1_JI._Installation
Windows.pdf
Verified By: Steven M. Uric
Created by Independent T
Evaluation Reports
Created by Independent T
7590.2 165/3000 Fin Frame 52" x 72" Single Glazed
Limits of Use Certification Agency Cert
Approved for use in HVHZ: No FL.7590_R;1_C_CAC_AAN
Approved for use outside HVHZ: Yes Quality Assurance Contri
Impact Resistant: No
Design Pressure: +35.3/-40.1 Installation Instructions
Other: R-35 FL7590_R1_II_;nstAIation
Windows.pdf
Verified By: Steven M. Uric
Created by Independent T
Evaluation Reports
Created by Independent T
7590.3_ 165/3000 Fin Frame 52" x 72" Single Glazed
I ADDrovea for use outsiae 1`1 V 11L: r e.S
Created by Independent T
7590.8 165/3000 Flange Frame
Limits of Use
Approved for use in HVHZ: No
I Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: +20/-20
Other: R-20
7590.9 165/3000 Flange Frame
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: +35.3/-35
Other: R-35
7590.10 185/3185 Flange Frame
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: +55/-55
Other: R-55
52" x 72" Insulated
Certification Agency Cert
Quality Assurance Contri
Installation Instructions
FL7590_R1._II_165 SH H.
Verified By: Steven M. Uric
Created by Independent T
Evaluation Reports
Created by Independent T
52" x 72" Single Glazed
Certification Agency Cert
F1..7590_R:L_C_C:AC_l Aiv
Quality Assurance Contri
Installation Instructions
FL7590 R1_li_165 SH FL.
Verified By: Steven.M. Uric
Created by Independent T
Evaluation Reports
Created by Independent T
52 x 71" Insulated_
Certification Agency Cert
FI_7590_R.L-_C_CAC_' JAAN
Quality Assurance Contri
Installation Instructions
FL7590_Rl II_18S 3185
Verified By: Steven M. Uric
Created by Independent T
Evaluation Reports
Created by Independent T
7590.11 185/3185 Flange Frame 36" x 62" Insulated
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: +60/-60
Other: R-60'
7590.12 : 3540 Finless/Flange Frame
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
i Impact Resistant: No
Design Pressure: +20/-20
Other: R-20
Certification Agency Cert
FL7590_R 1_C_CAC_AAN
Quality Assurance Contri
Installation Instructions
FL7590_R 1_II_185 3185
Verified By: Steven M. Uric
Created by Independent T
Evaluation Reports
Created by Independent T
52" x 71" Insulated
Certification Agency Cert
FL7590_R 1_C_CAC_AAN
Quality Assurance Contri
Installation Instructions
FL7590_Rl_II_3540 3240
Schedule..pdf
Verified By: Steven M. Uric
7590.13
Created by Independent T
Evaluation Reports
Created by Independent T
3540 Finless/Flange Frame 36" x 62" Insulated
Limits of Use Certification Agency Cert
Approved for use in HVHZ: No FL7590-R1_-C_CAC_AAiV
Approved for use outside HVHZ: Yes Quality Assurance Contri
Impact Resistant: No
Design Pressure: +40/-50 Installation Instructions ;
Other: R 40 FL-7590_R1_II_3S40-3240
Schedule.pdf
Verified By: Steven M. Uric
Created by Independent T
Evaluation Reports
Created by Independent T
7590.14 i 650/850 Finless/Flange Frame 52" x 71" Insulated
Limits of Use Certification Agency Cert
Approved for use in HVHZ: No FL7590_R1_C_CAC_AAN
Approved for use outside HVHZ: Yes Flange.pdf ,
Impact Resistant: No Quality Assurance Contr<
Design Pressure: +35.3/-47.2 - I
Other: R-35 Installation Instructions
FL7590 RI_II_650 SH FIz
Verified By: Steven.M. Uric
Created by Independent T
Evaluation Reports i
Created by Independent T
650/850 Finless/Flange Frame 36" x 62" Insulated
Limits of Use Certification Agency Cert
Approved for use in HVHZ: No FL.7590_R1._C_CAC-AAN
Approved for use outside HVHZ: Yes Flange.pdf
Impact Resistant: No Quality Assurance Contri
Design Pressure: +40/-50
Other: R40" Installation Instructions
F1-7590_Rl-II_6SO SH FIG
Verified By: Steven M. Uric
Created by Independent T
Evaluation Reports
Created by Independent T
1....... - ...__._._.._.._._...._..................::.._..._.._.--....................... .._..__..................... .................... .............. ....... ........ ...........................
7590.16 740 Flange Frame 52" x 71" Single Glazed
Limits of Use Certification Agency Cert
Approved for use in HVHZ: No FL7590-R1_C_CAC_AAN
Approved for use outside HVHZ: Yes Quality Assurance Contri
i Impact Resistant: No
Design Pressure: +40/-47.2 Installation Instructions
Other: R-40 FI_.7590_R1._I! 740-744 SI
Fastener Schedule.odf
Verified By: Steven M. Uric
Created. by Independent T
Evaluation Reports
Created by Independent T
Back! Next'
ONE BY' (3/41 BUCKS (SHOWN)
cor,Qate header (ah**a,) or ataa! lIntrl 1. Before installation., caulk back of ffange, or face of bur-k.
By Other@
2. die. masonry Topcon must be of a length to have
1 1/ 1 1/4" embedment Into masonry or concrete.
c 3. Shim ae r"red with load beoring shims at such InstallationC. a
D anchor as shown.
a 4. Ali factory applied holes rot designated for Topcon anchor
should be filled with #10 screws of sufficient length to provide
X>
Buck. By Others
Head
a \
o -
a
rC rib96 ere R
0
a
Perimeter caulk ter"
lily athefxJ
0
min. 5/8" embedment into woad bunk.
v. 5: Letter designations on the Topcon location chart indicate where
d anchors ore to be Installed using the elevation as a key.
D V 6. If exact window size is not given, use anchor quantity for
next lorger window In chart, -
X 7. For continuous head and slit twins & trfplas, use the same fastener
M schedule for each unit in the main frame except ignore the
m intermediate Jamb.
Cxtarxv
Concrete or Masonry opening By Othe%
II- MIN.
r EMBEDMENT
4 Dutalds Dimension + I.D. + 1"
14
Topcon ;e Caulk Between
rlonge and Buck- .
v
o
V 4
Jamb _
9UCK
inside 1.919nabn1
E E
A
Stoll By Others
a C
oa
ti a,
Pre -Coat SID / V n D
By Other, D
Caulx Between Flange oral Pro -Gnat Sill
TAPCDY' TYPE HARDENED MASONRY SCRE`NS 114C .UDE TAPCON. RA1Y, & SIMPSON
SiP
A
B
c
D
0
Tapeon
Buck By Otraro
qWO BY° (1 1/21 BUCKS f o0
TWO BY" bucks ore w. neared and fastened to the
masonry opening BY OTHERS. .
HOME PRODUCTS
Follow the some instructions and fastener requirements BetterBilt/CaWtal
for "one W bucks except use $10 screws of sufficient
length for 1 1/4" minimurl embedment Into buck.
TAPCON LOCATION CRWI
V
CORE_ wllDO ' 10 FAST"R LOCATIONS
JP TO OP35 DPW-, TO DPW OPM.1 TO DP89.3SIZESIZE
12 Is 1/8x25 A,D&E A,0&E A,D& E
13 1$ 1/0 x 37:3/8- A D-A E. A D-& E A D..& E
14 161/8 x495/8 A, 0&E A,D&E A, D&E
TS 181/8x62 AD&E A.D&E A,DkE
18 181/8x71 A,.D&E A.D&E A,D&£
17 1 181/8x83 A D & E A.0&E A DA E
1/2 32 25 1/2 x 25 A, D & E A. 0 & E A. D & E
1/233 25 1/2 x373/8 A, D & E A.D&E A,D& E
1/2 34 25 1/2 x 49 5/8 A D &. E A. & E A, D & E
1/235 251/2x62 A,0&E A,DatE A,0&E
1/2 36 251/2x71 A, 0&E A,D& E A. D& E
1/2 37 25 1/2 x 83 A, D & E A. D At E A. C, D & E
22 36x25 A D & E A D & E AD& E
23 36x373/8 A, 0 & E A0&E A,0& E
24 36x 495/8 A,0&E ADAGE A, D&:E
25 36x82 0 & E A,0&E A,0& £
26 36 x 71 A,D&E A,0&E A.C.D&E
27 36x63 A,D&E A,C,D&E A,C,0&E
3.2 521/Bx2.5 A, D & E A,D&E A,0&E
33 52 1/8 x 37 3/8 A, D& E A, 0& E A D A E
34 521/11x05/8 A,D&E A,0&E A, D& E
35 521/8x62 AD&E A,C,D& E A.C,D&E
36 521/8x71 A0&E A.C,D R E A, 8,C,D& E
37 521/8x83 A.0 E AC,0 & E A 8.C.0& E
2D40 233/8x475/8 A, 0&E A,DdcE A,0& E
2090 23 3/8 x 59,, 5/6 A. D & E I A, D & E A, D & E
2060 23 3/8 x 71 5/8 A. 0& E A, 0 do E A, 0& E
2070. 23 3/8 x 83 5/8 A. 0 & E A. D dt E A. D & E
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