HomeMy WebLinkAbout24-8537Zephyrhills
BAR-008537-202I RI RI 4
Issue Date: 09/23/2024
REINSPECTION FEES: (c) With respect to Reinspection fees will comply with Florida Statute 553.80(2)(c) the
local government shall impose a fee of four times the amount of the fee imposed for the initial inspection or
first reinspection, whichever is greater, for each subsequent reinspection.
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 permit required from other governmental
entities such as water management, state agencies or federal agencies.
accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O.
NO OCCUPANCY BEFORE C.O.
*Z1
CONTRACTOR S¢ONATIJRE PE IT OFFICE
PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION
813-780-0020
Date Received
Owner's Name I ELIZABETH GEIGER
City of Zephyrhills Permit Application
Building Department
Pa,w F-,
Owner Phone Number
Owner's Address 16545 BRENTWOOD DR. ZEPYRHILLS FL. 33542 Owner Phone Number
Fee Simple Titleholder Name I N/A Owner Phone Number
Fax-813-780-0021
1 727-808-2043 1
Fee Simple Titleholder Address
I
JOB ADDRESS
6545 BRENTWOOD DR. ZEPHRHILLS, FL. 33542
LOT #
SUBDIVISION
SILVER OAKS PH ONE PARCEL ID#F04-26-21-0020-00000-OOA3
(OBTAINED FROM PROPERTY TAX NOTICE)
WORK PROPOSED
NEW CONSTR ADD/ALT [Ej SIGN 0 DEMOLISH
El
INSTALL REPAIR
PROPOSED USE
SFR Comm O OTHER I HURBIQANE PROTE9TL
N
TYPE OF CONSTRUCTION O BLOCK FRAME STEEL BRICK
Installation Ultratek removable storm panels FL17733.1
DESCRIPTION OF WORK
BUILDING SIZE I
SQ FOOTAGE [1 72 HEIGHT [ 25
MC BUILDING
VALUATION OF TOTAL CONSTRUCTION
$ 4,799.01
=ELECTRICAL AMP SERVICE
=PLUMBING
PROGRESS ENERGY
I
=MECHANICAL 1$ 1 VALUATION OF MECHANICAL INSTALLATION
=GAS O ROOFING SPECIALTY = OTHER
FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO
]BUILDER
COMPANY
SIGNATURE
REGISTERED
Address
ELECTRICIAN
COMPANY
SIGNATURE
REGISTERED
Address
f—
Ll=N:::r FEE CURREN L_Y_/ N
License#
LXI_N _J FEE CURREN E=
License# [_ I
PLUMBER
COMPANY
=
SIGNATURE
REGISTERED
L_YLN_j FEE CURREN L_y_LN
Address
License # F_
MECHANICAL
COMPANY
SIGNATURE
REGISTERED
Y/ N FEE CURREN I Y/N
Address
License # LA
I HOME SAFETY SOLUTIONS
OTHER
—COMPANY
SIGNATURE
REGISTERED
Y/ N FEE CURREN
Address
1704 STEVENS AVE-OLDSMAR FL. 34677 1
License# I SCC3115263'
RESIDENTIAL Attach (1) Plot Plans; (1 set , with 1 thumb drive ) of Building Plans; (1) set of Energy Forms: R-O-W Permit for new construction,
Minimum thirty (30) working days after submittal date. Required onsite, Construction Plans, Stormwater Plans wl Silt Fence installed,
Sanitary Facilities & I dumpster; Site Work Permit for subdivisions/large projects
COMMERCIAL Attach (11 set , 1 thumb drive) complete sets of Building Plans plus a Life Safety Page; (1) set of Energy Forms. R-O-W Permit for new constr
Minimum thirty (30) working days after submittal date. Required onsite, Construction Plans, Stormwater Plans w/ Silt Fence installed,
Sanitary Facilities & 1 dumpster. Site Work Permit for all new projects. All commercial requirements must meet compliance
SIGN PERMIT Attach (2) sets of Engineered Plans.
****PROPERTY SURVEY required for all NEW construction.
Directions:
Fill out application completely.
Owner & Contractor sign back of application, notarized
If over $5,000, a Notice of Commencement is required, (A/C upgrades over $7,500)
Agent (for the contractor) or Power of Attorney (for the owner) would be someone with notarized letter from owner authorizing same
OVER THE COUNTER PERMITTING (Front of Application Only)
Reroofs if shingles Sewers Service Upgrades Fences (PloVSurvey/Footage)
Driveways -Not over Counter if on public roadways..needs ROW
NOTICE OF DEED RESTRICTIONS: The undersigned understands that this permit may be subject to "deed" restrictions"
which may be more restrictive than County regulations. The undersigned assumes responsibility for compliance with any
applicable deed restrictions.
UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES: If the owner has hired a contractor or
contractors to undertake work, they may be required to be licensed in accordance with state and local regulations. If the
contractor is not licensed as required by law, both the owner and contractor may be cited for a misdemeanor violation
under state law. If the owner or intended contractor are uncertain as to what licensing requirements may apply for the
intended work, they are advised to contact the Pasco County Building Inspection Division —Licensing Section at 727-847-
8009. Furthermore, if the owner has hired a contractor or contractors, he is advised to have the contractor(s) sign
portions of the "contractor Block" of this application for which they will be responsible. If you, as the owner sign as the
contractor, that may be an indication that he is not properly licensed and is not entitled to permitting privileges in Pasco
County,
TRANSPORTATION IMPACT/UTILITIES IMPACT AND RESOURCE RECOVERY FEES: The undersigned understands
that Transportation Impact Fees and Recourse Recovery Fees may apply to the construction of new buildings, change of
use in existing buildings, or expansion of existing buildings, as specified in Pasco County Ordinance number 89-07 and
90-07, as amended. The undersigned also understands, that such fees, as may be due, will be identified at the time of
permitting. It is further understood that Transportation Impact Fees and Resource Recovery Fees must be paid prior to
receiving a "certificate of occupancy" or final power release. If the project does not involve a certificate of occupancy or
final power release, the fees must be paid prior to permit issuance. Furthermore, if Pasco County Water/Sewer Impact
fees are due, they must be paid prior to permit issuance in accordance with applicable Pasco County ordinances.
CONSTRUCTION LIEN LAW (Chapter 713, Florida Statutes, as amended): If valuation of work is $2,500.00 or more, I
certify that 1, the applicant, have been provided with a copy of the "Florida Construction Lien Law —Homeowner's
Protection Guide" prepared by the Florida Department of Agriculture and Consumer Affairs. If the applicant is someone
other than the "owner", I certify that I have obtained a copy of the above described document and promise in good faith to
deliver it to the "owner" prior to commencement.
CONTRACTOR'S/OWNER'S AFFIDAVIT: I certify that all the information in this application is accurate and that all work
will be done in compliance with all applicable laws regulating construction, zoning and land development. Application is
hereby made to obtain a permit to do work and installation as indicated. I certify that no work or installation has
commenced prior to issuance of a permit and that all work will be performed to meet standards of all laws regulating
construction, County and City codes, zoning regulations, and land development regulations in the jurisdiction. I also
certify that I understand that the regulations of other government agencies may apply to the intended work, and that it is
my responsibility to identify what actions I must take to be in compliance. Such agencies include but are not limited to:
Department of Environmental Protection -Cypress Bayheads, Wetland Areas and Environmentally Sensitive
Lands, Water/Wastewater Treatment.
Southwest Florida Water Management District -Wells, Cypress Bayheads, Wetland Areas, Altering
Watercourses.
Army Corps of Engineers -Seawalls, Docks, Navigable Waterways.
Department of Health & Rehabilitative Services/Environmental Health Unit -Wells, Wastewater Treatment,
Septic Tanks.
US Environmental Protection Agency -Asbestos abatement.
Federal Aviation Authority -Runways.
I understand that the following restrictions apply to the use of fill:
- Use of fill is not allowed in Flood Zone W" unless expressly permitted.
- If the fill material is to be used in Flood Zone "A", it is understood that a drainage plan addressing a
"compensating volume" will be submitted at time of permitting which is prepared by a professional engineer
licensed by the State of Florida.
- If the fill material is to be used in Flood Zone "A' in connection with a permitted building using stem wall
construction, I certify that fill will be used only to fill the area within the stem wall.
- If fill material is to be used in any area, I certify that use of such fill will not adversely affect adjacent
properties. If use of fill is found to adversely affect adjacent properties, the owner may be cited for violating
the conditions of the building permit issued under the attached permit application, for lots less than one (1)
acre which are elevated by fill, an engineered drainage plan is required.
If I am the AGENT FOR THE OWNER, I promise in good faith to inform the owner of the permitting conditions set forth in
this affidavit prior to commencing construction. I understand that a separate permit may be required for electrical work,
plumbing, signs, wells, pools, air conditioning, gas, or other installations not specifically included in the application. A
permit issued shall be construed to be a license to proceed with the work and not as authority to violate, cancel, alter, or
set aside any provisions of the technical codes, nor shall issuance of a permit prevent the Building Official from thereafter
requiring a correction of errors in plans, construction or violations of any codes. Every permit issued shall become invalid
unless the work authorized by such permit is commenced within six months of permit issuance, or if work authorized by
the permit is suspended or abandoned for a period of six (6) months after the time the work is commenced. An extension
may be requested, in writing, from the Building Official for a period not to exceed ninety (90) days and will demonstrate
justifiable cause for the extension. If work ceases for ninety (90) consecutive days, the job is considered abandoned.
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FLORIDA JURAT (F.S. 117.03)
OWNER OR AGENT CONTRACTOK
Subscribed and sworn to or affirmed) before me this Stnqpd and sworn to or affirRgLfbefore me this
by 11114-4— evo T � M yo
Who is/are personally known to me or has/have produced Who isl4efiqLsonallLknow0to ter has/have produced
as identification, as identification.
Notary Public L-T, Notary Public
Commission No. Commission No. k'A (A "101 -4
(—&- 7 -1
,-A--h- ANNE ATLM
— S
Name of Notary typed, printed or stamped 'Name of Notary typed, printed or stamped Notary Public
No
tary
State of Florida
COM"14 MN494778
liExOres 2/20/2028
Jackie B
From:
Jackie Bo es
Sent:
Wednesday, September 18, 2024 11:06 AM
To:
Laurie Boudreau
Subject:
6545 brentwood dr
Attachments:
brentwood.pdf
Hello permit is ready for pick up for 6545 brentwood dr. we need the company business tax receipt. see
attached invoice for payment at pick up cash, check or credit/debit card.
NEMOM
Disclaimer: Fla. Stat, 668.6076 "Under Florida law, e-mail addresses are public records. If you do not want your e-mail address
released in response to a public -records request, do not send electronic mail to this entity. Instead, contact this office by phone
or in writing."
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Permit
Parcel i Number 14• " f1r1111 i1*
NOTICE
FloridaSihie of
County of Pinellas
THE UNDERSIGNED e* gives notice•.ements will bc made to certain property, d in accoTtlancowiththe
Florida Slatutes, the following information is provided in this NOTICE OF COMMENCEMENT.
.P 1.'.Y i YY: „k: i k,., SILVER O PHASE PS
26 PG
36
w.00 3F OF TRACT a DESC . AT
TRACT
a, Streel (job) Address 6545 Brentwood r. Zephyrhills, FL
33542
2. General description ,o:. Improvements
Owner
+ i. e..... Information Lesseefor iira, Name and address improvement
E117-abeth ax 'k it Y* +w F iv i
c, Interest in property
4. Contractor b. Name and address of fee simple titleholder (if different than Owner listed above)
a , Name and address
r Telephone No,
9. Surety (P applicable, a copy of the payment bond Is attach
a. Name and address
b. Telephone No,
c. Amount of Band
6. Lender
a. Name and address
b.. Telephone No,
7, Persona within the State of Florida designated by Owner upon whom notices or oar documents may be served as provided by Section
713,13(1)(a)7, Florida Statutes
a. Name and address
b. Telephone No,
a
a, Telephone No, of Person or entity designated by Owner
but will be one (1) year from the date of recording unless a different dote Is specified 20
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Under penalty of pedury, I declare that I have read the foregoing notice of commencement and that the facts stated therein are true tD the bast of my
knowledge
* (PrintName and Prov�*
,
The fibregoing instrument was acknowledged before me by means of physical presence or 0 on-line notarization, this _AO-1-h— day of
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(type of authority, e,q. officer, trustee, attorney In W) for -11, G 6 4 5 MO"IJO 4 15 00. Z90%YtWtg m, 3
(name of party on behalf ofwhom Instrument was executed).
Personally known0 OR Produced Identification p- of Identification Produced
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SIGNATURE OF NOTARY EVAMYX g
Notary P6ib4c, NOC Revised 90»2022
;M State of Fft rear
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The Storm Shiefderes xinco 1986
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H—ricane Protect4on Specialists
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744 Stevan5 Ave 813-814-2236
4ltlsmar, FL 34G77 info�stormshieider.com
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6454 Brentwood Drive
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Licensed Gorttraator
SCC131152635 www.StorntShieltler.com
The Storm Shielder'r'since 1986
Hurricane protection Specialists
704 Stevens Ave 813-814-2236
Oldsmar, FL 34677 info@stormshielder.com
Licensed Contractor
SCC131152636 www,StormShielder.com
Building
Information
Wind Zone:
150 MPH.
Exposure Category:
B
Minimum Building Dimension: 7 ft.
Mean Roof Height:
25 ft.
Risk Category:
II
Design
Pressure Calculations
Opening
Location
Device
Device
Device
Max Positive
Max Negative
Number
Zone
Width (in)
Height (in)
Elevation (ft)
Pressure (psf)
Pressure (psf)�
3
Int
76
73 7
22.1
-24.2
5
Int
76
73 7
22.1
-24.2
6
Int
64
73 7
22.4
-24.5
7
Int
52
73 7
22.7
-24.8
8
Int
40
73 7
23.1
-25.2
Prepared in accordance with. ASCE 7-22, Chapter 30. Wind Loads - Components and Cladding. 8th Edition (2023) Florida Building Code.
Page I of 1
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BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications Contact Us BCIS Site Map Links Search
Product Approval
or (b USER: Public User
Application Detail
FL # FL17733-R3
Application Type Revision
Code Version 2023
Application Status Approved
Comments
Archived
Product Manufacturer
Address/Phone/Email
Authorized Signature
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category
Subcategory
Compliance Method
Florida Engineer or Architect Name who developed
the Evaluation Report
Florida License
Quality Assurance Entity
Quality Assurance Contract Expiration Date
Validated By
Certificate of Independence
Referenced Standard and Year (of Standard)
Ultratek Worldwide
3801 N. Washington Blvd.
Sarasota, FL 34234
(941) 351-6700
info@hurricanesafeproducts.com
Steve Motosko
info@hurricanesafeproducts.com
Steve Motosko
3801 N. Washington Blvd.
Sarasota, FL 34234
(941) 924-2285
info@hurricanesafeproducts.com
Steve Motosko
3801 N. Washington Blvd.
Sarasota, FL 34234
(941) 924-2285
info@hurricanesafeproducts.com
Impact Protective Systems
Removable
Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
I Evaluation Report - Hardcopy Received
Hermes F. Norero, P.E.
PE-73778
Keystone Certifications, Inc,
07/31/2027
Zachary R. Priest, P.E.
I Validation Checklist - Hardcopy Received
P.0—f
Standard
Y9Ar
ASTM E1886
2013
ASTM E1996
2014
ASTM E330
2014
TAS 201
1994
TAS 202
1994
TAS 203
1994
Equivalence of Product Standards
Certified By
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted
08/18/2023
Date Validated
08/18/2023
Date Pending FBC Approval
08/24/2023
Date Approved
10/17/2023
summary of Products
FL # Model, Number or Name , Description
. _.... ._....__.0 v....___.._
17733.1 Cleartek Storm Panel System I Cleartek Storm Panel System (HVHZ) (Impact)
(HVHZ) (Impact)
1 Limits of Use j Installation Instructions
Approved for use in HVHZ: Yes Of
Approved for use outside HVHZ: Yes Verified By: Hermes F. Norero, RE. Florida P.E. 73778 E
Impact Resistant: Yes i Created by Independent Third Party: Yes
Design Pressures N/A Evaluation Reports
Other. See Installation Instructions and Product Evaluation 1 j
Report for allowable design pressures, sizes, configurations, ? Created by Independent Third Party: Yes
j installation requirements and limits of use.
Contact Us :: 2601 Blair Stone Road, Tallahassee FL 3?399 Phone: 850-487-1824
The State of Florida is an AA/EEO employer, Copyright 2007-2013 State of Florida.:: P ,r'vacy Statement :: Accessibility Statement :: Refund Statement
Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic
mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850,487,1395, *Pursuant to Section
455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have
one. The emaiis provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a
personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter
455, FS„ please click here .
Product Approval Accepts:
Credit Card
Safe
ULTRATEK WORLDWIDE
CLEARTEK STORM PANEL SYSTEM
(HVHZ) (IMPACT)
INSTALLATION NOTES:
1. ONE (1) INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION
SHOWN.
2. THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS THE MINIMUM
NUMBER OF ANCHORS TO BE USED FOR PRODUCT INSTALLATION OF THE
MAXIMUM SIZE LISTED.
3, INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN A TOLERANCE OF±1/2
INCH (I.E., WITHOUT CONSIDERATION OF TOLERANCES). TOLERANCES ARE NOT
CUMULATIVE FROM ONE INSTALLATION ANCHOR TO THE NEXT.
4- FOR INSTALLATION INTO WOOD FRAMING AND CONCRETE/MASONRY, SEE
TABLE ON SHEET 3 & 4 FOR ANCHOR OPTIONS.
S. FOR MINIMUM REQUIRED SEPARATION, SEE DESIGN PRESSURE TABLE ON
SHEET 3 & 4.
6. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES,
INCLUDING BUT NOT LIMITED TO STUCCO, FOAM, BRICK VENEER, AND SIDING,
7. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF
CORROSION RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT
COATING.
8. 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.
9. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR
MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT
BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM
STRENGTH SPECIFIED BY THE ANCHOR MANUFACTURER.
10. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON
SUBSTRATE MATERIALS WITH THE FOLLOWING PROPERTIES:
A. WOOD - MINIMUM SPECIFIC GRAVITY OF 0.55,
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 C-90 WITH
MINIMUM COMPRESSIVE STRENGTH OF 2000 PSI.
1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACT, URED
TO COMPLY WITH THE CURRENT FLORIDA BUILDING CODE (FBC),
INCLUDING HVHZ AND HAS BEEN EVALUATED ACCORDING TO THE
FOLLOWING:
• TAS 201-94
• TAS 202-94
TAS 203-94
• ASTM E330-14
• ASTM E1886-13
• ASTM E1996-14
2. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY
AND 2X FRAMING AS A MAIN WIND FORCE RESISTING SYSTEM
CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED
PRODUCT LOADS TO THE FOUNDATION IS THE RESPONSIBILITY OF
THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF
INSTALLATION..
3, 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED AND
ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE
STRUCTURE. BUCK DESIGN AND INSTALLATION IS THE
RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR
THE PROJECT OF INSTALLATION.
4. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND
MAY NOT REFLECT ACTUAL CONDITIONS FOR A SPECIFIC SITE, IF
SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE
REQUIREMENTS DETAILED HEREIN, A LICENSED ENGINEER OR
ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE
WITH THIS DOCUMENT.
5. THIS IMPACT PROTECTIVE SYSTEM IS APPROVED IN AREAS
REQUIRING IMPACT RESISTANCE.
6. PANEL MATERIAL: GE LEXAN 103/ BAYER MAKROLON 3103/
POLYONE-SUNGUARD
TABLE OF CONTENTS
SHEET SHEET DESCRIPTION
1 INSTALLATION & GENERAL NOTES
2
ELEVATIONS & ANCHOR LAYOUT
CORRUGATED PANEL DESIGN PRESSURE TABLE
3
& ANCHOR SCHEDULE
4
FLAT PANEL DESIGN PRESSURE TABLE & ANCHOR SCHEDULE
5
CORRUGATED PANEL VERTICAL SECTIONS
6
CORRUGATED PANEL VERTICAL SECTIONS
7
FLAT PANEL VERTICAL SECTIONS & DETAILS
8
INSTALLATION DETAILS
9
INSTALLATION DETAILS
10
CORRUGATED PANEL HORIZONTAL SECTIONS
11
ALTERNATE EXTRUSION
12
COMPONENTS
WORLDWIDE
3801 N. WASHINGTON BLVD
SARASOi A, RMDA 34234
PH: (941)351-670D
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SCALE: NTT
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MAX PANEL
SPAN
SEE SHEET 3
CORRUGATED PANEL
TYPICAL ELEVATIOV
SEE SHEET 3
1 1MAX.
FROM CORNERS
1112- MAX.
FROM CORNER'
SEE SHEET 3
ANCHOR LAYOUT
HORIZONTAL ANCHOR
(H)
(W) (w)
(H) E:=
NOTE*
DIMENSION W AND DIMENSION'B'MAY
BE INTERCHANGEABLE AS WIDTH (W) OR
HEIGHT (H) OF PANEL.
11/2" MAX.
FROM CORNERS
11/2" MAX.
FROM CORNERS
FROM COF
1/4'X 1"K
12" MAX.
WITH 2" OVEF
60" MAX. WIDTH
MAX.
SPAN
SEE SHEET 4
ULTRIATEK
WORLDWIDE
3801 N. WASHINGTON 91,V0
SARASOTA, FLORIDA 34734
PH: (941)3516700
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REMARKS
BY
DATE
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No 8
OF -4:
FL #:
FL17733
DATE; 06.26.23
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ANCHOR NOTES:
1) GLASS SEPARATION SCHEDULE PROVIDES MINIMUM
SEPARATION DISTANCE BETWEEN EXTERIOR FACE OF
GLAZING (OR OTHER PRODUCT BEING PROTECTED) AND
INTERIOR FACE OF INSTALLED STORM PANEL.
2) SEPARATION DISTANCE PER THIS SCHEDULE IS REQUIRED
FOR USE WITH POSITIVE LOADS ONLY.
3) SIDE BRACKET IS AN EXTRA BRACKET ADDED HALFWAY
ACROSS SPAN ON BOTH SIDES.
4) SEPARATION FROM GLAZING IS REQUIRED FOR ALL
INSTALLATIONS WITHIN THE HIGH VELOCITY HURRICANE
ZONE, WIND ZONE 4 AND ESSENTIAL FACILITIES.
5) SEPARATION IN NOT REQUIRED FROM ANY
FENESTRATION PRODUCT THAT DOES NOT CONTAIN
GLAZING.
6) SEPARATION FROM GLAZING IS NOT REQUIRED FOR
INSTALLATIONS OUTSIDE OF WIND ZONE 4 AND
ESSENTIAL. FACILITIES,
1. SPANS AND LOADS SHOWN HERE ARE FOR DETERMRJING ANCHOR SPACING ONLY. ALLOWABLE STORM PANEL SPANS FOR SPECIFIC LOADS MUST BE LIMITED
TO THOSE SHOWN IN TABLE 1, SHEET 3 OR TABLE 3, SHEET 4.
2. ENTER ANCHOR SCHEDULE BASED ON THE EXISTING STRUCTURE MATERIAL, ANCHOR TYPE AND EDGE DISTANCE. SELECT DESIGN LOAD GREATER THAN OR
EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER THAN OR EQUAL TO SHUTTER SPAN,
3. SEE. MOUNTING SECTION DETAILS FOR IDENTIFICATION OF CONNECI ION TYPES.
4, FOR WALL MOUNT INSTALLATION, ANCHOR SPACING IS CONTROLLED BY SPACING OF ANCHOR SLOTS, AND CAN THEREFORE ONLY BE INSTALLED EVERY 6" OR
EVERY 12". IF TABLE SHALL REQUIRE SPACING LESS THAN 12" BUT MORE THAN 6" WHEN WALL MOUNT INSTALLATION IS USED, DEFAULT TO 6" ANCHOR
SPACING. ANCHOR SPACING LESS THAN 6" NOT PERMITTED. FOLLOW TABLE ANCHOR SPACING REQUIREMENTS FOR INSTALLING ANGLES WHEN BUILD OUT
INSTALLATION IS USED.
5, EXISTING STRUCTURE MAY BE CONCRETE, HOLLOW BLOCK OR WOOD FRAMING. REFERENCE ANCHOR SCHEDULE FOR PROPER ANCHOR TYPE BASED ON TYPE
OF EXISTING STRUCTURE.
6. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS.
7. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES WALL FINISH OR STUCCO.
B. WHERE EXISTING STRUCTURE IS POST -TENSIONED CONCRETE CONTRACTOR SHALL LOCATE CABLES PRIOR TO ANCHORING AND COORDINATE ANCHORAGE
SUCH THAT CABLES ARE NOT DAMAGED.
9. WHERE EXISTING STRUCTURE IS WOOD FRAMING, WOOD FRAMING CONDITIONS VARY. FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD
FRAMING MEMBERS, NOT PLYWOOD. FASTENING TO PLYWOOD IS ACCEPTABLE ONLY FOR SIDE CLOSURE PIECES.
10. WHERE SCREWS/ANCHORS FASTEN TO NARROW FACE OF WOOD STUD FRAMING, FASTENER SHALL BE LOCATED IN CENTER OF NOMINAL 2" x 4" (MIN.)
WOOD STUD. 3/4" EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMING. WOOD STUD SHALL BE "SOUTHERN PINE" S.G.=0.55 OR GREATER DENSITY.
11, MACHINE SCREWS SHALL HAVE MINIMUM OF 1/2" ENGAGEMENT OF THREADS IN BASE ANCHOR {ALL POINTS SOLID SET OR DEWALT PANELMATE INSERT}
AND MAY HAVE EITHER A PAN HEAD, TRUSS HEAD, OR WAFER HEAD (SIDEWALK BOLT), U,O.N,
12. MDESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES.
11 THE ALL POINTS SOLID SET ANCHOR MAY NOT BE USED IN CONCRETE FLOORS BEAMS OR CEILINGS, EXCEPTION: CONCRETE SLABS ON GRADE.
ULTRATEK
WORLDWIDE
3801 N. WASHINGTON BLVD
SARf TA,FLORIDA34234
PH: 1941)351-6700
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DATE: 06. L 6. G ��}}J
DWG. BY: I CHK. BY:
SCALE: €ITS
DWG. #: UTWO01
SHEET:
OF 12
SEPARATION SCHEDULE NOTES:
1) GLASS SEPARATION SCHEDULE PROVIDES MINIMUM
SEPARATION DISTANCE BETWEEN EXTERIOR FACE OF
GLAZING (OR OTHER PRODUCT BEING PROTECTED) AND
INTERIOR FACE OF INSTALLED STORM PANEL.
2) SEPARATION DISTANCE PER THIS SCHEDULE IS REQUIRED
FOR USE WITH POSITIVE LOADS ONLY.
3) SIDE BRACKET IS AN EXTRA BRACKET ADDED HALFWAY
ACROSS SPAN ON BOTH SIDES.
4) SEPARATION FROM GLAZING IS REQUIRED FOR ALL
INSTALLATIONS WITHIN THE HIGH VELOCITY HURRICANE
ZONE, WIND ZONE 4 AND ESSENTIAL FACILITIES.
S) SEPARATION IN NOT REQUIRED FROM ANY
FENESTRATION PRODUCT THAT DOES NOT CONTAIN
GLAZING.
6) SEPARATION FROM GLAZING IS NOT REQUIRED FOR
INSTALLATIONS OUTSIDE OF WIND ZONE 4 AND
ESSENTIAL FACILITIES.
FIAT, PANEL.
----
TABLE 3 - a szV.,➢iV ?X ALLOWABLE
STORM SPAS SCHEDULE
Pt3S; fdEta DE N
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50
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ANCHOR NOTES:
1. SPANS AND LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING ONLY. ALLOWABLE STORM PANEL SPANS FOR SPECIFIC LOADS MUST BE LIMITED
TO THOSE SHOWN IN TABLE 1, SHEET 3 OR TABLE 3, SHEET 4.
2. ENTER ANCHOR SCHEDULE BASED ON THE EXISTING STRUCTURE MATERIAL, ANCHOR TYPE AND EDGE DISTANCE. SELECT DESIGN LOAD GREATER THAN OR
EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER THAN OR EQUAL TO SHUTTER SPAN.
3. SEE MOUNTING SECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPES.
4, FOR WALL MOUNT INSTALLATION, ANCHOR SPACING IS CONTROLLED BY SPACING OF ANCHOR SLOTS, AND CAN THEREFORE ONLY BE INSTALLED EVERY 6" OR
EVERY 12 IF TABLE SHALL REQUIRE SPACING LESS THAN 12" BUT MORE THAN 6" WHEN WALL MOUNT INSTALLATION IS USED, DEFAULT TO 6" ANCHOR
SPACING. ANCHOR SPACING LESS THAN 6" NOT PERMITTED. FOLLOW TABLE ANCHOR SPACING REQUIREMENTS FOR INSTALLING ANGLES WHEN BUILD OUT
INSTALLATION IS USED.
5. EXISTING STRUCTURE MAY BE CONCRETE, HOLLOW BLOCK OR WOOD FRAMING. REFERENCE ANCHOR SCHEDULE FOR PROPER ANCHOR TYPE BASED ON TYPE
OF EXISTING STRUCTURE.
6. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS.
7. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES WALL FINISH OR STUCCO.
8. WHERE EXISTING STRUCTURE IS POST TENSIONED CONCRETE CONTRACTOR SHALT. LOCATE CABLES PRIOR TO ANCHORING AND COORDINATE ANCHORAGE
SUCH THAT CABLES ARE NOT DAMAGED.
9, WHERE EXISTING STRUCTURE IS WOOD FRAMING, WOOD FRAMING CONDITIONS VARY. FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD
FRAMING MEMBERS, NOT PLYWOOD. FASTENING TO PLYWOOD IS ACCEPTABLE ONLY FOR SIDE CLOSURE PIECES.
10. WHERE SCREWS/ANCHORS FASTEN TO NARROW FACE OF WOOD STUD FRAMING, FASTENER SHALL BE LOCATED IN CENTER OF NOMINAL 2" x 4" (MIN.)
WOOD STUD. 3/4" EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMING. WOOD STUD SHALL BE "SOUTHERN PINE" SG =055 OR GREATER DENSITY.
11, MACHINE SCREWS SHALL HAVE MINIMUM OF 1/2" ENGAGEMENT OF THREADS IN BASE ANCHOR (ALL POINTS SOLID SET OR DEWALT PANELMATE INSERT)
AND MAY HAVE EITHER A PAN HEAD, TRUSS HEAD, OR WAFER HEAD (SIDEWALK BOLT), U.O.N.
12.INDESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES.
13. THE ALL POINTS SOLID SET ANCHOR MAY NOT BE USED IN CONCRETE FLOORS BEAMS OR CEILINGS. EXCEPTION: CONCRETE SLABS ON GRADE.
ULRAT E
WORLDWIDE
MOTH. WASHINGTON 6LVD
SARASOTA, FLORIDA 34234
— (941)351-6700
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REMARKS
OF Z=
DWG. H CNKBFN
SCALE: NTS
OF 12
MIN. EMBEDMENT
SEE TABLE, SHEET 3
SUBSTRATE
BY 01 HERS
MIN. EDGE
DISTANCE
SEE TABLE,
SHEET 3
INTERIOR
MIN, EMBEDMENT
SEE TABLE, SHEET 3
MIN. EDGE
DISTANCE
SEE TABLE,
SHEET 3
C2 CONNECTION
TYPE SEE
TABLE, SHEET 3
1/4"
MAX, TYP.
C3 CONNECTION
TYPE SEE
TABLE, SHEET 3
MIN. EMBEDMENT
SEE TABLE,
SHEET 3
EXTERIOR
MAX.
PANELSPAN
C4 CONNECTIO1
TYPE SE
TABLE, SHEET
MIN, EDGE DISTANCE
SEE TABLE, SHEET 3
MIN. EMBEDMENT
SEE TABLE, SHEET 3
SUBSTRATE
BY OTHERS
1/4"
MAX, TYP.
_XTERIOR
'AN
MIN, EDGE
DISTANCE
SEE TABLE,
SHEET
C5 CC
TABI
ULTRATEK
'WORLDWIDE
3801 N. WASHINGTON BLVD
SARAS TA, FLORIDA 34234
PH: (941) 351-670D
Cl CONNECTION
TYPE SEE I
z
TABLE, SHEET 3
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BY OTHERS
SUBSTRATE
MAX. TYP.
MIN, EMBEDMENT
SEE TABLE,
MIN. EMBEDMENT
SEE TABLE,
BY OTHERS
FL #:
FL17733
SUBSTRATE
Cl CONNECTION
SHEET 3
SHEET 3
BY OTHERS
TYPE SEE
DATE: 06,26.23
TABLE, SHEET 3
MINEDGE DISTANCE
.
MIN. EDGE DISTANCE
DWG. BY:
CHK BY:
SEE TABLE, SHEET 3
SEE TABLE, SHEET 3
MG
I HFN
SCALE: ITS
VERTICAL SECTION
VERTICAL SECTION
VERTICAL SECTION
DWG_#: UTWO01
H-TRACK - TOP
U-TRACK - TOP
4 DIRECT MOUNT -TOP
SHEET:
STUDDED ANGLE - BOTTOM
STUDDED ANGLE - BOTTOM
E-TRACK - BOTTOM
5
MIN. EMBEDMENT
MIN. EMBEDMENT
SEE TABLE, SHEET 3
MIN. EMBEDMENT
SEE TABLE, SHEET 3
ULTI
SEE TABLE, SHEET 3
WORLOW10FE
F
SUBSTRATE
E
BY OTHERS
Cl CONNECTION
SUBSTRATE
BY OTHERS
C2 CONNECTION
3801 N WA HINGTON BL�D
SARASOrA, �10RIGA 34234
are (sail asi-e�oo
TYPE SEE
TYPE SEE
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SUBSTRATE 7
X
Tx
TABLE, SHEET 3
TABLE, SHEET 13
TABLE, SHEET 3
BY OTHERS RS
Cl CONNECTION
Z'
TYPE SEE
9/32"
9/32"
ABLE, SHEET 3
MAX. TYP.
MAX, TYP,
A
0 l-,
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MIN. EDGE
MIN. EDGE
1
DISTANCE
DISTANCE
SEE TABLE,
SEE TABLE,
SHEET 3
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SHEET 3
I
MIN. EDGE
DISTANCE
<
SEE TABLE,
SHEET 3
0
EXTERIOR
L_
If
,INTERIOR
REMARKS
BY
DATE
INTERIOR
EXTERIOR
INTERIOR
EXTERIOR
MAX.
MAX,
MAX.
PANELSPAN
PANELSPAN
PANELSPAN
AT�F61I Al I III I III 'I III
I.- I ACTUAl. IONDi IOIS III I --IC
—A'- I-N, UIE—ID
MIN, EMBEDMENT
MIN. EMBEDMENT
I—IIER ca 'M 6�
SEE TABLE, SHEET 3
SEE TABLE, SHEET 3
ms
F/
No 8
MIN, EDGE
E
DISTANCE
E
DISTANCE
MIN, EDGE
DISTANCE
zz
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SEE TABLE,
SEE TABLE,
C6 CONNECTION
3
SHEET 3
SHEET 3
TYPE SEE
E
TABLE, SHEET 3
30
It!
1/4"
MAX. TYP.
Cl CONNECTION
IL
TYPE SEE
Dv TIl0Illl 11—
Cl CONNECTION
TABLE, SHEET 3
MIN. EMBEDMENT
SUBSTRATE
FL #:
FL17733
SUBSTRATE
TYPE SEE
SUBSTRATE
SEE TABLE,
BY OTHERS
BY OTHERS
TABLE, SHEET 3
BY OTHERS
SHEET 3
DATE: 06.26.23
DWG. BY: CHK. BY:
%
MIN. EDGE DISTANCE
MG
HFN
SEE TABLE, SHEET 3
SCALE: NTS
VERTICAL SECTION
&BVERTICAL SECTION
C VERTICAL SECTION
Dwr- #: UTWO01
BUILD -OUT MOUNT U-TRACK - TOP
6 H-TRACK - TOP
FLAT F-TRACK - TOP
SHEET*
BUILD -OUT MOUNT STUDDED ANGLE - BOTTOM
F-TRACK - BOTTOM
REVERSE E-TRACK - BOTTOM
MIN. EMBEDMENT
SEE TABLE, SHEET 4
POLYCARBONATE PANEL 1/4" HEX NUT FOR PERMANENT
INSTALLATION. EITHER 1/4" HEX NUT OR
MIN, EDGE DISTANCE 0.118" TO 0,25" THICK (TYR WING NUT FOR ALL OTHER INSTALLATIONS IULTRA'TEK
SEE TABLE, SHEET 4 ULTRASONIC WELDED
OR SCREWED WORLOW10E
SUBSTRATE
\1
BY OTHERS
Cl CONNECTION RMN
TYPE SEE MIN. EMBEDMENT
SUBSTRATE
TABLE, SHEET 4 SEE TABLE,
L
BY OTHERS
z SHEET
C2 CONNECTION
TYPE SEE
MIN. EDGE
TABLE, SHEET 4
DISTANCE
SEE TABLE,
SHEET 4
SEE DETAILS 1, 2 &
INTERIOR
EXTERIOR INTERIOR
EXTERIOR
MIN- EMBEDME
SEE TABLE, SHEf
MIN.
DIST
SEE T
SHE
SUBSTRA
BY OTHE
MAX.
FLAT PANEL
SPAN
INECTION
-E
.,ion., SHEET 4
C3 CONNECTIO1
TYPE SE
TABLE, SHEET,
MIN. EMBEDMENT
SEE TABLE,
SHEET 4
MIN.
SEE (ABLE, SIlLt 1 4
MAX.
FLAT PANEL
SPAN
VERTICAL SECTION VERTICAL SECTION
DIRECT MOUNT T) BUILD -OUT
3801 N. WASHINGTONBLVD
SARAsorAJWRIDA34234
........... D'
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2i 0
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2E
DETAIL 1
CLEART-EK STRETCH--W)kCKET 0
1/4"-20 SIDEWALK BOLT
1/4" HEX NUT USED
FOR PERMANENT
AVAILABLE FOR INSTALLATION OR
1/4" OR 3(8" WING NUT FOR ALL F_
FASTENERS OTHER INSTALLATIONS REMARKS BY DATE
INSTALLATION ANCHOR -
SEE TABLE, SHEET 4
AND es,SVANOT'0.E�L(<i US11--T—T—All
DEnSPECiN
TAIL 2
C._.... 1111 S1111—
ATT�ACHMENT DETAIL TYP. _111".1
1/4" HEX NUT USED FOR
PERMANENT INSTALLATION
4 1/4" HEX NUT
COVER o
DETAIL 3
SUBSTRATE (5fTIONALC6VER
BY OTHERS
NOTES:
1) SIDE COURTESY STRETCH BRACKETS MAY BE USED.
2) STRETCH BRACKETS MAY BE USED ON ARCHED PANEL SECTIONS,
3) PANELS MAY BE CURVED AND/OR CUT TO FOLLOW THE PROFILE AROUND
CIRCLES, ARCHES AND ANY OTHER IRREGULAR -SHAPED OPENINGS,
4) PANEL EDGES CAN BE BENT TO INCREASE RIGIDITY.
5) AN OPTIONAL UV AND/OR SOLAR EXTERNAL LAYER MAY BE ADDED ONTO
THE SYSTEM.
=1 11c
F.
FL #'
FL17733
DATE: 06,26.23
DWG, BY: CH K. BY:
me HFPJ
SCALE: NTS
DWG. #: UTWO01
I
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"".TALLATION ANCHOR SEE
TABLE, SHEET 3 AND 4
l" X 4" X 1/8" CON T. ALUMINUM
TUBE WITH (2) 1/4" DW X 4"
TAPCONS @ EA. STUD WIT14 2" MIN.
PENETRATION INTO EXISTING STUD
INSTALLATION DETAIL ON EXISTING
ITIM010103311,11
11/4" MIN EDGE
2 X 3 X 1/8'
DISTANCE
2 X 4 X 1/191,
2 X 5 X 1/8"
ALUMINUM ANGLE
" 063-Tfi
1/4" THEO BOLT WITH WASHER &
13/4"
NUT @ 4 1/2" D.C.
Cl CONNECTION
TYPE SEE
mi�E
TABLE, SHEET 3
WOOD STUD
@24" O.C.
REQUIRED
WOOD STUD
@24"O,C.
REQUIRED
RED
2 X 3 X 1/8'
2 X4 X 1/8"
2 X 5 X 1/8"
ALUMINUM ANGLE
6063-T6
INSTALLATION ANCHOR SEE
TABLE, SHEET 3 AND 4 W/ I-ll
MIN, PENETRATION TO EXISTIP
WOOD HEADER
1" MIN,
INSTALLATION ANCHOR SEE
TABLE, SHEET 3 AND 4
l" MIN.
2" X 6" CONT WOOD STUD WITH (2)
1/4" Dik X 5" TAPCONS EA. STUD
WITH 2" MIN PENETRATION INTO @EX�STING STUD
INSTALLATION DETAIL ON EXISTING
liftolip
INSTALLATION ON EXISTING WOOD STUDS NOTE:
ABOVE DETAILS SHOW CONNECTIONS OF 2X6 BUCK & 1)(4 ALUMINUM
TUBE TO WOOD STUDS TO PROVIDE A CONTINUOUS SURFACE FOR A SHUTTER
INSTALLATION. FOR INSTALLATION DETAILS OF HEAD/SILL TO CONTINUOUS
WOOD MEMBERS SEE SHEETS S THROUGH 9
ULTRATEK
WORLDWIDE
3801 N.
SARASOTA,
WA HINGTON BLVD
FLORIDA 3423,1
(9,DI351- 700
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REMARKS
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DATE
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No
OF a.
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FL #:
FL17733
DATE: 06.26.23
DWG. BY: CHK. BY:
MG I HFN
I SCALE: NTS
M I M HTV I
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1/4".20 )
BOLT WIT
wt
V MIN, I Pi
SEPARATION TO
EXISTING GLASS
1/4"-20 X 1" SIDEWALK
BOLT WITH 7/8" X 3132"--C
WING NOT (TIPL
L
HANDLE MOUNTED MOTIF -
PULL -IN PANEL
.... WINGNUT Of
ADJACENT PANELS
TYPICAL ELEVATION
OPTION #1- EGRESS
HANDLE STYLE AND LOCATION
OPTIONAL
k
1
3/16" ALUMINUM PLATE,
ALT, LEG LOC 1
Y
T"
- TAPCONS OR CALK -IN ANCHORS,
X SEE SHEET 3 ANDA
PURED CONCRETE REQUIRED(TYP.k
V �ff
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MAX. MAX'
i PANEL i PANEL
I I LENGTH i
LENGTH
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7/8' DIA X 3/32" L
WING NUT Cm 12 O,C. i
uLH TAPCJNS OR CALKINANCHORS,- f
SEE SHEET 2
iLi
PURED CONCRETE REQUIRED NW k n
u EDGE OF SLAB iF APPLICABLE OYP-I
OPTION #3 • EGRESS
CEILING AND FLOOR OPTION #3 - EGRESS
MOUNTING INSTALLATION WALL
MOUNTING INSTALLATION
CUT CORNERS OF THE POLL IN PANEL
CLEAR SPACE FOR WINGNUT OF
/ ADJACENT PANELS TOP & BOTTOM
HAN[
TH
CUT CORNEAS OF THE PULL -IN PANEL.
TO CLEAR SPACE FOR WINGNUTOE
ADJACENT PANELS TOP & BOTTOM
TYPICAL ELEVATION
OPTION #2 - EGRESS
HANDLE STYLE AND ICCAl9OU
OPTIONAL
PLAN VIEW TYPICAL
7/9 X3/22'
W NGNUT a: O.C_
f
f�f
1/4"- 20 X i S.S. SIDEWALK BOLTS WHO t
3/4" SLOTTED HEAD, FIXED TO EGRESS
PANEL THROUGH EGRESS PANEL CAP 6-
0 C WITH 114 20 NUI AT REAR
DETAIL 4
SIDE CLOSURE NOTE:
FOR WALL MOUNT CONDITIONS, PANEL OVERLAP
SHALL BE A MINIMUM OF 1.5 TIMES THE GAP
RETWEEG THE PANEL AND THE WALL: THEREFORE,
NO SIDE CLOSURE WILL BE REQUIRED,
i}
i
CUT CORNERS Of THE PULL -IN PANEL
TO CLEAR SPACE FOR W INGNUT OF
ADJACENT PANELS
TYPICAL ELEVATION
OPTION #3 - EGRESS I1/4T' GAP MIN PPP) T
Y7 Nl 7�i
PLAN VIEW TYPICAL
3/16" ALUMINUM PLATE� {3k 5/8' HOLES AT TOP LINE
-- - Y' i
(2) 5/16' HOLES AT BOTTOM LINE FOR
1/4"-20 X i S.S. MACHINE SCREW
TAPCONS
OPTION #3 - EGRESS
7" X 14" X 3/16" WALL PLATE
3801 N. WASHINGTON BLVD
SARASOTA, FLORIDA 34234
PH: (941)351-67D0
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3 _ C l-xJi9
GLAGGILIGING
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FC#: 2 {�
FL17733
DATE: 06.26.23
DWG. BY: CHK. BY:
MC I HFN
SCALE: NTS
DWG. #: UTW001
I
NOTES
I )
DIMENSION "H" MUST BE 53.3 - 55.0
2)
ALL INCLINED PLANE THE THICKNESS "T"
MUST BE MINIMUM 2.10 mm.
3)
THICKNESS: 2.36 mm TO 2.50 mm ± 0,05.
4 1
PANELS MAY BE BENT ALONG
CORRUGATION TO MATCH CURVED OR
ANGLED OPENINGS.
S}
PANEL RADII MAY VARY BETWEEN 0.1" TO
06"
6)
ALL PANELS MAY BE CUT TO DECREASE ITS
WIDTH.
7)
TRACK MAY BE CURVED TO FOLLOW THE
INSTALLATION PROFILE AROUND ARCHED
AND RADII.
8)
HEIGHT OF WAVE MAY VARY DOWN TO
OJS INCH,
9)
PANELS MAY BE BENT OR CURVED TO
ACCOMMODATE CURVED OR MITERED
GLASS.
10)
PANEL WIDTH MAY VARY BY 5%.
39"
3" 3' 3" I i - - - T; 3"' 3" -
H
13/32" V,
39" CORRUGATED PANEL
33"
3-, ------ -- 3" ---------- - - T' 3" 3" 3" 1" 3" 3" 3" 3"
Rf63
H T
is 3/32"
2 13/32' 13/32"
3
+ +
R1,113922
27"
27" CORRUGATED PANEL
21" CORRUGATED PANEL
("-HORIZONTAL SECTION
�_V
- F,
3'
713/32"
Ul-TFRATEK
WORLOWIDE
3801 N. WASHINGTON BIND
SARASOTA,
ROMA34234
PH:
(911) M-67W
2 C
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BY DATE
O`fU INTIONS—ASO—
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nacurrcwrs
ALUMINUM ANGLE
END CAP REQUIRED ONLY
FOR BUILD -OUT CONDITION
Al
0
1/4' ANCHORS
@ 24" O.C.
0
ALUMINUM ANGLE
T OF •lw
IX3 , �
X
I 114 x �18
1Y5 1
FL #:
FL17733
DATE: 06.26.73-
DWIG. BY:
CHK. BY:
MG
I HFN
SCALE:
NTT
DWG. #:
UTWool
SHEET,
10
OF 12 J
NOTE
ALTERNATE PANELS "A", "B" UILTRATEK
7 7/8" AND "C" MAY ONLY BE USED WORLOW10E
AS A DIRECT MOUNT AT
BOTH ENDS
3801 N. WASHINGTON BLVD
SARASOTA, FLORIDA 34734
53' 3/32" 1 PH: (941Y351-6700
E
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ALTERNATE "A" 24"
CORRUGATED PANEL � Z
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REMARKS BY PATE
[11M IN 110XIA 14 012A 0 14 4
12" -
7 3/4" ---
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52' 2 5/32" 3/328/
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12"
13/4"
2 S/32' Rill
12"
2 3/32"
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2 S/32"
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ALTERNATE
L I - T I
CIA. "' -, 11
FL #:
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DATE: Ub,/-b.ZJ I
DWG, BY- CHK. BY:
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SCALE: NTS I
-G-9: UTWO03
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(D 1" E-TRACK
�{ ALUMINUM 6061-T6
(D FLAT F TRACK
ANN MINN. 6061-t'6
O lFVERSE ETRACK
ALUMINUM 6061T6
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ALUMINUME 1-T6
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10 3" E-TRACK
ALIM NUM.11T6
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3801 N. WASHINGTON BLVD
SARASOTA, FLORIDA 34234
PH: (941)351--67W
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REMARKS
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BY DATE
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DANIAOEAGH,h?3C64
16110ER O hVT hlftilF'IUr+No. 39
FL #:
FL17733
DATE: 06.26.23
DWG. BY: CHK. BY:
MG I HFN
SCALE: NTS
DWG.#: UTWO01
SHEET:
12