HomeMy WebLinkAbout18-19351 i
CITY OF ZEPHYRHILLS
5335-8TH STREET = -
(813)780-0020 19351
BUILDING PERMIT
PERMIT INFORMATION LOCATION INFORMATION
Permit Number: 19351 Address: 37346 NEUKOM AVE LOT 42
Permit Type: ADDITION/ALTERATION ZEPHYRHILLS, FL.
Class of Work: 434-ADD/ALT RESIDENTIAL Township: Range: Book:
Proposed Use: MOBILE HOME SUBDIVISION Lot(s):42 Block: Section:
Square Feet: Subdivision: GRAND HORIZONS
Est. Value: Parcel Number: 34-25-21-0090-00000-0420
Improv. Cost: 5,000.00 OWNER INFORMATION
Date Issued: 2/26/2018 Name: WURPTS DALE & MARY
Total Fees: 97.50 Address: 512 CENTRAL AVE SW FRNT
Amount Paid: 97.50 ORANGE CITY IA 51041-1903
Date Paid: 2/26/2018 Phone: 267-847-2876
Work Desc: ENCLOSE CARPORT FOR GARAGE
CONTRACTORS APPLICATION FEES
HOMEOWNER BUILDING FEE 97.501
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Ins ectiolns Required
FOOTER 2ND ROUGH PLUMB MISC INSULATION CEILING
FOOTER BOND DUCTS INSULATED SEWER MISC.
ROUGH ELECTRIC LINTEL MISC MISC.
1ST ROUGH PLUMB PRE-METER INSULATION WALL MISC.
DUCTS INSTALLED WATER MISC DRIVEWAY
PRE-SLAB SHEATHING MISC. MISC.
CONSTRUCTION POLE FRAME MISC. MISC.
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 such subsequent reinspection.
NOTICE: In addition to the requirements of this permit, there maybe 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, state agencies or federal agencies.
"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."
Complete Plans,Specifications Must Accompany Application.All work shall be performed in accordance with
City Codes and Ordinances. NO OCCUPANCY BEFORE C.O.
NO OCCUPANCY BEFORE C.O. L
bw�
N RACTO SIGNATURE PERMIT OFFI R
PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED '
PROTECT CARD FROM WEATHER
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Permit No. Parcel ID No
NOTICE OF COMMENCEMENT
State of 7 I s t of County of P,s'�—
THE UNDERSIGNED hereby gives notice that improvement will be made to certain real properly,and in accordance with Chapter 713,Florida Statutes,
the following information is provided in this Notice of Commencement:
1. Description of Property: Parcel Identification No.
SVeetAddress: 37 a 'i(p 1 (�U k n yn fl o e
2. General Description of Improvement n Q-t cls e-e Q V-�Q to r-� n+o 0-t
3. Owner Information or Lessee information If the Lessee contracted for the improvement: \,
_ �ck1P_ ur(�)-'s
3?3q[pNametF-Uk '
6Ya1 �. l1P -meIJYtl�_t � j
Address TJ City 1 State
Interest in Property:
Name of Fee Simple Titleholder.
(If different from Owner listed above)
Address City State
4. Contractor,
Name
Address City State
Contractor's Telephone No.:
5. Surety:
Name
Address City State
Amount of Bond: $ Telephone No.:
6. Lender.
Name
i
Address City State
Lender's Telephone No.:
7. Persons within the State of Florida designated by the owner upon whom notices or other documents may be served as provided by
Section 713.13(1)(a)(7),Florida Statutes:
i
Name
Address City State
Telephone Number of Designated Person:
8. In addition to himself,the owner designates of
to receive a copy of the Lienofs Notice as provided in Section 713.13(1)(b),Florida Statutes.
Telephone Number of Person or Entity Designated by Owner.
g. Expiration date of Notice of Commencement(the expiration date may not be before the completion of construction and final payment to the
contractor,but will be one year from the date of recording unless a different date Is specified):
WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT
ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART 1. SECTION 713.13, FLORIDA STATUTES,AND CAN
RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE 1
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 COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT.
Under penalty of pefury,I declare thaf,f have read the foregoing notice of commencement and that the facts stated therein are true to the best
of my knowledge and belief.
STATE OF FLORIDA
COUNTY OF PASCO
Signature of 0 r o esse ,or er's or Lessee's Authorized
Off oer/Director/PaMer/Manager
Signatory's Idle/Office
The foregoing instrument was acknowledged before me th day of Q b 20� by
as t'\SS-T (type of authority,e.g.,officer,trustee,attorney in fad)fo`,,N1N II I1111�//���
(na e f party on behalf of whom in ment was executed)\,,\\\�r_ANNA(G(JpF//,��1
Personally Known❑OR Produced Identification Notary Signature
Type of Identification Produced \Jd y Q r 5 Name(Print) p— Q, . :•GQ J S Z zo
_ � #GG 069567 e
s' :Q!
QOuded�h� `•'
pub/icUnda�•• O ��
w pdafalb,-Onoficecommencement_pc853048 j1/`"'111%
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813-7,80-0020 City of Zephyrhills Permit Application Fax-813-780-0021
/7 Building Department Z
Date Received hone Contact for 9 J G- P Permitt � - Y31
��.
Owner's Name L� ul/ �S Owner Phone Num e
Owner's Address �� C�/1/ ae uJ �/�/v I Owner Phone Number 7 -.3
I
Fee Simple Titleholder Name Owner Phone Number
Fee Simple Titleholder Address
JOB ADDRESS 7 ,,kioYY7 f,� - Ar/ !`� 3/�y N�L0TT# /L®
SUBDIVISION /Z v1;L 4AS PARCEL ID# '.� '.1 I `W 1 U-( .)A - 7 O� 6
(OBTAINED FROM PROPERTY TAX NOTICE)
WORK PROPOSED e NEW CONSTR ADD/ALT = SIGN Q Q DEMOLISH
INSTALL REPAIR
PROPOSED USE = SFR Q COMM = OTHER
TYPE OF CONSTRUCTION = BLOCK Q FRAME = STEEL =
DESCRIPTION OF WORK �nclvse--evi'si«S ea./' ark" far Sa'�S�
BUILDING SIZE Y SQ FOOTAGE HEIGHT
YI-r-r-r T'ITITrPf-P'IT
=BUILDING $�jt� VALUATION OF TOTAL CONSTRUCTION �(�J�
=ELECTRICAL $ V AMP SERVICE Ea— PROGRESkERGY Q W.R.E.C.
=PLUMBING $
=MECHANICAL VALUATION OF MECHANICAL INSTALLATION 3 61
=GAS = ROOFING = SPECIALTY = OTHER
FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO
.. .--. .-.�-. . .-. .-. . . . ..-.--r.... . . .... .... . ... .... .... . .�-•-•--r.-.�-i�t-:--rim-PT..-. .-.-.-.-.-
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
BUILDER COMPANY
SIGNATURE REGISTERED Y/ N FEE CURREN LZ±N
Address License#
ELECTRICIAN COMPANY
SIGNATURE REGISTERED Y/ N FEE CURREA Y/N
Address License#
PLUMBER COMPANY
SIGNATURE REGISTERED Y/ N FEE CURREA Y/N
Address I License#
MECHANICAL COMPANY
SIGNATURE REGISTERED Y/ N FEE CURREA\
Address 1 J v License#
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OTHER t/ _ j J COMPANYlewc
/C/ l�
SIGNATURE Gf/L REGISTERED Y/ N FEE CURREA I Y/N
i
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Address License#
IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIItIII
RESIDENTIAL Attach(2)Plot Plans;(2)sets of Building Plans;(1)set of Energy Forms;R-O-W Permit for new construction,
Minimum ten(10)working days after submittal date. Required onsite,Construction Plans,Stormwater Plans w/Silt Fence installed,
Sanitary Facilities&1 dumpster;Site Work Permit for subdivisions/large projects
COMMERCIAL Attach(2)complete sets of Building Plans plus a Life Safety Page;(1)set of Energy Forms.R-O-W Permit for new construction.
Minimum ten(10)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: _ r
Fill out application completely. ?
Owner&Contractor sign back of application,notarized
If over$2500,a Notice of Commencement is required. (A/C upgrades over$75,00)
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 (copy of contract required)
Reroofs if shingles Sewers Service Upgrades A/C Fences(Plot/Survey/Footage)
Driveways-Not over Counter if on public roadways..needs ROW
DismosuRz STATEMENT FOR OWNER
CITY OF ZRPHYRHILLS BUILDING
have read and fully understand and
agree to the provisions of this instrument.
The undersigned states andaffirms that he or she is desirous of constructing,
renovating, adding to or reroofing his or her ownn domicile, th-11- he or she
actually occupies, or will occupy by said domicile, and same is not for
rent, lease or sale. That he or she shall comply with the following conditions:
1. That the owner and he or she alone shall act as the builder for all phases of
construction.
2. That the owner will comply with all provisions of the City of Zephyrhills
ordinances and codes pertinent to the building.
3. That in the event various phases of construction are subcontracted, he will
engage only properly licensed subcontractors and will personally supervise
such work.
4. That in the event the Building inspector shall require corrections to he made,
the owner will assume full responsibility to insure they. are .made, and upon
completion will call for a reinspection before proceeding with the building.
5. That the owner.shall assume full responsibility for the construction and will
not expect supervision of his work from the City.of Zephyrhills Building
Department.
6. That prime to final inspection any additional fees, including reluspection
fees, must be paid in full. A written request from this-,office shall
constitute an official notice to pay additional fees.
7. That the owner shall comply with all City,* State and Federal laws in regard to
social security, workman's compensation, lien laws, etc., where applicable-
8. That the owner shall comply with all the safety codes issued by the Florida
Industrial Commission.
9. State law requires construction. to be done by licensed contractors. You have
applied for a permit under an, exemption to that law. The exemption allows
you, as the owner of your property, to act as your own contractor with certain
resi:rictions even though you do not have a license. You must provide direct
onsite supervision of the construction yourself. , You may build or improve a
one-family or two-family residence or a farm outbuilding. You may also build
orimprove a commercial building, provided your costs do not exceed $25,000.
The building or residence must be for your own use or occupancy. It may not
be built or substantially improved for sale or lease. If you sell or lease a
building you have built or.substanti ally improved yourself w:Lt%i- 1 year after
the construction is complete, the law will presume that you built or
substantially -improved if for sale or lease, which is a violation of this
exemption. You may not hirean-unli.censed person to act as your contractor or
to supervise people working on your building. it is your responsibility to
make sure that people employed by you have licenses required by state law and
by county or municipal licensing ordinances. You may not delegate the
responsibility for supervising work to a licensed contractor who in not
licensed to perform the work being done. Any person working on: your building
who is not licensed must work under your direct supervision and must be
employed by you, which means that you must deduct F.I.C-A. and withholding tax
and provide workers, compensation for that employee, all an prescribed by law.
Your construction must comply with all applicable laws, ordinances, building
codes, and zoning r atlonS.
OWNER'S SIGNATURE
ADDRESS ell4llrwl Ae- 4 DATE rx t09"'inv, L" -T-14 67d V1
PHONE
WITNESS. PERMIT #
jGGHUA A.69H
Notary Public-State of Florida
Commission#FF 1]34897
My Comm.EkPires Oct 16,2018
PLOT;1 PH
City of Zephyrhills
BUILDING PLAN REVIEW COMMENTS
Contractor/Homeowner: u
L
Date Received:
Site:
Permit Type: o S e j�-� �cC
c �A pw
Approved w/no comments:[ Approved w/the below comments: ❑ Denied w/the below comments: ❑
This comment sheet shall be kept with the permit and/or plans.
Kalvin w' er—Plans Examiner Date Contractor and/or Homeowner
(Required when comments are present)
rioncta tsuuctmg uoae vnnne rage 1 0i L
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Product Approval Menu>Product or Application Search>Application List>Application Detail -
FL# FL12500-R3
Application Type Revision
Code Version 2017
Application Status Approved
Comments
Archived E
Product Manufacturer Norandex Building Materials Distribution
Address/Phone/Email 300 Executive Parkway West
Suite 100
Hudson,OH 44236
(517)780-3185
NeiI.J.Sexton@saint-gobain.com
Authorized Signature Neil Sexton
Neil.J.Sexton@saint-gobain.com
Technical Representative, Neil J.Sexton,AIA
Address/Phone/Email 803 Belden Road Suite 210
Jackson,MI 49203
(517)780-3185
Neii.J.Sexton@saint-gobain.com
Quality Assurance Representative
Address/Phone/Email
Category Panel Walls
Subcategory Siding
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
CODFs Rh S+� valuation Report-Hardcopy Received
/►AT/® F���IDA7�CY 'pr
Florida Engineer or Architect Namesa� '14 q l e� H
the Evaluation Report OR®� q�O1g'' ! /C(;ODO(;OD� Re�/a tlNG
°r7 � T/y
Florida License N14�c�tS pC-s��/q� e, '
Quality Assurance Entity Architectural
Quality Assurance Contract Expiration Date 12/31/2018
Validated By John W. Knezevich,PE
Validation Checklist-Hardcopy Received
Certificate of Independence ?�-;,7LFL1-2500 R3 COI 2017 01 COI Nieminen. df
UATIZ
Referenced Standard and Year(of Standard) thlSfaHila~dr tI p`p�� Year
r'�TfY]f f; 9if�s 2011
Equivalence of Product Standards
Certified By "'r
Sections from the Code
https://floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgvQ4Aty8UaHdEpISz... 1/9/2018
rlorida building Code Unline Page 2 of 2
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Product Approval Method Method 1 Option D
Date Submitted 09/26/2017
Date Validated 10/01/2017
Date Pending FBC Approval 10/03/2017
Date Approved 12/12/2017
SummarV of Products
FL# Model,Number or Name Description
12500.1 Norandex Vinyl Siding Systems Vinyl Siding Systems
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL12500 R3 II 2017 09 FINAL ER NORANDEX SIDING FL12500-
Approved for use outside HVHZ:Yes R3.Ddf
Impact Resistant: N/A Verified By: Robert Nieminen PE-59166
Design Pressure:+N/A/-152 Created by Independent Third Party: Yes
Other: 1.)The DP noted in this application Evaluation Reports
pertains to one particualr siding system. Refer to FL12500 R3 AE 7017 09 FINAL ER NORANDEX SIDING FL12500-
ER Appendix for all systems and design pressures. R3.odf
2.)Refer to ER Section 5 for Limits of Use. Created by Independent Third Party:Yes
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Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824
The State of Florida Is an AA/EEO employer.Cooyrioht 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement
Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send
electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.*Pursuant to
section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if
they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to
supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under
Chapter 455,F.S.,please click here.
Product Approval Accepts:
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https://floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgvG4Aty8UaHdEplSz... 1/9/2018 i
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. . �
EXTERIOR RESEARCH &DESIGKLLLC.
Certificate of Authorization#9503
3�3ChhstianStreet
�. J ������R� NQ~���� ��K���
`�� 0 ��UU��� D � | «~m��� Oxford, [TO6478
� !
(203)262-9245 /
EVALUATION REPORT �0onandeu Building Materials Distribution Evaluation Report C13Q2O.O4'D9-I,R3
38O Executive Parkway West,Suite 1OU FL12500'113 �
Hudson,0H44236 Date of Issuance:O4/28/2DO9 |
(517)780-3185 Revision 3: O9/2G/2O17 �
/
Scops: /
This Evaluation Report is issued under Rule 61G20'3 and the applicable rules and regulations governing the use of |
|
construction materials in the State of Florida. The documentation submitted has been reviewed by Robert N)eminen,
P.E. for use of product under FloridaBuilding Code The product described herein has been evaluated for /
. . �
compliance with the 6"Edition(2017) Florida Building Code sections noted herein. !
DcoCmpnom: 0onan6euVlnyl Siding Systems
LABELING: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted
herein and the minimum provisions ofFBC14U4.9. /
CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes,the referenced
Quality Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptanoeof |
this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. if the product /
|
changes or the referenced Quality Assurance documentation changes. Trinity|ERD requires a complete review ufthis |
Evaluation Report relative to updated Code requirements with each Code Cycle.
/\oxsmToc:xemT: The Evaluation Report number preceded by the words "Trinity | ERD Evaluated" may be displayed in �
advertising literature. If any portion of the Evaluation Report is displayed,then it shall be done in its entirety.
�
INSPECTION: Upon request, a copy of this entire'Evaluation Report shall be provided to the user by the manufacturer or |
its distributors and shall be available for inspection at the job site at the request of the Building Official.
This Evaluation Report consists of pages 1 through 4, plus a 2-page Appendix.
i
Prepared by:
As-
Rober1].N1.0ieu�|nen,PE . /
` ��*�°"���=m ^==m�*�����w�*�
Florida8eg�tna�nnN�s926�Ro�dooC4Awc19f8 The^sonowov20zz This does not serve=""electronically signed
document.
conmmoumnpINDEPENDENCE:
1. Exterior Research &Design,LLC,d/b/a Trinity I ERD does not have, nor does it intend to acquire or will it acquire,a financial interest
|n any company manufacturing or distributing products itevaluates.
2. Exterior Research & Design, LLC. d/b/a Trinity i ERD is not owned, operated or controlled by any company manufacturing or
distributing products itevaluates. |
3. Robert Nieminen, P.E.does not have nor will acquire,a financial interest in any company manufacturing or distributing products for /
which the evaluation reports are being issued.
4. Robert Nleminen, P.E. does not have, nor will acquire,a financial interest in any other entity involved in the approval process of the |
product
. |
s. This |so building code evaluation. Neither Trinity I ERD nor Robert Nieminen' P.E are, in any way, the Designer uf Record for any |
project on which this Evaluation Report,or previous versions thereof,is/was used for permitting or design guidance unless retained �
specifically for that purpose. |
�
TRINI-r BIER®
4. PRODUCT DESCRIPTION:
I
This Evaluation Report covers Norandex Vinyl Siding Systems in a variety of profiles and surface textures / colors.
This evaluation is limited to the specific product trade names referenced in this report subject to the Installation
Requirements and Limitations/Conditions of Use herein.
Brand Product Profiles Thickness,
American Classic American Classic Insulated Siding System D4,D5DL,D6 0.044"
Cambridge-Beaded 6.5 Beaded 0.048"
Finish Works Board&Batten 0.044"
Generations Thermal Core Siding D4,DSDL,D6 0.044"
Great Barrier D4,D5DL 0.044"
Polar Wall Plus! D4,D5DL,D6 0.044"
Norandex Sagebrush D4,D5DL 0.050"
Shenendoah 6.5 Semi-Beaded 0.048"
Shenendoah T3 0.040"
Sterling D4,D5,D5DL 0.044"
Summit Manor D4,D4.5,D4.5DL 0.040"
Woodsman Select D4,D4DL,D5,D5DL 0.042"
5. LIMITATIONS:
5.1 This is a building code evaluation. Neither Trinity[ERD nor Robert Nieminen, P.E. are, in any way, the
Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used
for permitting or design guidance unless retained specifically for that purpose.
5.2 This evaluation report is not for use in FBC HVHZ jurisdictions.
5.3 Refer to FBC 1405.14 for prescriptively permitted installations based on the wind speed (Vasa), wall-height and
Exposure for the project and its location. For installations and/or locations exceeding the prescriptively
allowable installations,limitations relating to design wind pressure resistance are outlined in Appendix 1.
5.3.1 "MDP" = Maximum Design Pressure is the result of testing for wind load resistance based on allowable wind
loads. Refer to FBC 1609 for determination of project-specific design wind pressures. The MDP for the
selected installation shall meet or exceed the design wind pressure requirement for the project for each
pressure zone.
5.3.2 Tables are based on wall cladding design wind pressure requirements in accordance with ASCE 7-10,
multiplied by 0.6 (Pasd)for allowable loads.
5.3.3 Use of Appendix 1 is limited to siding installations with sheathing on enclosed buildings (GCpi_±0.18), no load
combinations (Kd = 1) and site conditions and location of the structure that do not meet all conditions
specified in Section 26.8.1 of ASCE 7-10 (K,t= 1.0) at the stated maximum height. Analysis for buildings falling
outside these constraints shall be on a project-by-project basis by a Florida Registered P.E.
5.3.4 Reference to "OK" indicates the system performance exceeds project requirements for that particular zone.
Reference to"NO" indicates additional testing is required.
5.3.5 The dimension of Zones 4 and 5 (interior and end j
zones) shall be defined as 10% of the least
horizontal plan-view dimension or 40% of the
mean roof height, whichever is smaller, but not s
less than either 4% of the least horizontal plan- d 9 ® a
view dimension or 3 feet, as outlined in Figure o
30.4-1 of ASCE 7-10. s s
i
Exterior Research and Design,U.C. Evaluation Report C13820.04.09-1-R3
Certificate of Authorization#9503 6"EDITION(2017)FBC NON-HVHZ EVALUATION FL12500-113
Norandex Vinyl Siding Systems;(517)780-3185 Revision 3:09/26/2017
Page 3 of 4
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-Florida Building Code Online Page 1 of 3
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"oP40A00PAATM8NT OF
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Regulation
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rProduct Approval
USER:Public User
Product Approval Menu>Product or Application Search>Application List>Application Detail
• FL# FL697-R7
Application Type Revision
Code Version 2017
Application Status Approved
Comments
Archived ❑
Product Manufacturer Amarr Garage Doors/Entrematic
Address/Phone/Email 165 Carriage Court
Winston-Salem,NC 27105
r (336)251-1307
robert.rchardson@entrematic.com
Authorized Signature Robert Richardson.
robert.richardson@entrematic.com
Technical Representative Robert Richardson
Address/Phone/Email 165 Carriage Court
Winston-Salem, NC 27105
(336)251-1307
robert.richardson@entrematic.com y
Quality Assurance Representative Danny Joyner
Address/Phone/Email Amarr Garage Doors
165 Carriage Court n�' (�jF �
Winston-Salem, NC 27105 L
djoyner@amarr.com SF
Category Exterior Doors
Subcategory Sectional Exterior Door Assemblies Ti
Compliance Method Evaluation Report from a Florida Registered Architect or a License
Florida Professional Engineer
❑ Evaluation Report-Hardcopy Received
Florida Engineer or Architect Name who developed Thomas L.Shelmerdine
the Evaluation Report r
� r��
Florida License PE-0048579 � ���1j:--
Quality Assurance Entity Intertek Testing Services NA,Inc.
Quality Assurance Contract Expiration Date 01/01/2027 ,�
•�
Validated By Steven M. Urich,PE
Oidationk Checklist-Hardcopy Received
t�yCertificate of Independence I 0&' n of Independence 2017. df
Referenced Standard and Year(of Standard) C/ ✓ G /,-/iP Year
A qi08�/� �+Q®� o®li �eVgk20112
ANSI/DAS
ASTM E1996`�15 �� '�CS 2009
ASTM E330 2002
TAS-201 1994
TAS-202 1994
TAS-203 1994
httnsJ/flnridahrlildinu_nru/nr/nr ann dtl acnx?naram=wCTF.VXOxx4nnt1RT7r1(lPVmrRanI'M ?/?/?n1R
i
Florida Building Code Online Page 3 of 3
Impact Resistant:No Created by Independent Third Party: Yes
Design Pressure: +29.1/-29.1 Evaluation Reports
Other: Design pressure+29.1/-29.1,Not for use in HVHZ. FL697 R7 AE SBC-580-025 report 7-10 sealed.Ddf
Glazing not available in Wind-Borne Debris Regions. Created by Independent Third Party: Yes
sack fVext
Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824
The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement
Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send
electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.-Pursuant to
Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if
they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to
supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under
Chapter 455,F.S.,please click here.
Product Approval Accepts:
® ® ® e zi
Credit Card
Safe
I
httns://floridahuil din g-org/nr/nr ann cltl_asnx?narnm=wC'TF.VXnwtT)ntlRT7dOi-.VmrRon1'M ?/?/,?f11R
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f .
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0. ProductApproval
.�', USER:Public User
Product Approval Menu>Product or Application Search>Application List>Application Detail
FL#. FL4904-R8
Application Type Revision
Code Version 2017
Application Status Approved
*Approved by DBPR.Approvals by DBPR shall be reviewed and ratified
by the POC and/or the Commission if necessary.
Comments
Archived [I
Product Manufacturer Masonite International
Address/Phone/Email 1955 Powis Road
West Chicago,IL 60185
(800) 663-3667
sschreiber@masonite.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 Doc 4 lr s
Compliance Method Certification Mark 49,% qLL
�R 4na
F4 q24F""S�'eU� 4'
Certification Agency National Accreditation"S( tValidated By National Accreditation&M 5nt Oo� 00� r ,
�+��'h�i���� t�/Coy,;•
Referenced Standard and Year(of Standard) Standard Year
TAS 201 1994
TAS 202 1994
TAS 203 �A 1994
Equivalence of Product Standards t ar•
Certified By �¢j t op
Product Approval Method Method 1 Option A
Date Submitted 12/15/2017
Date Validated 12/20/2017
Date Pending FBC Approval
Date Approved 01/02/2018
https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgteluIwHNbbISeiO%2b... 1/9/2018
Florida Building Code Online Page 2 of 3
Summary of Products
FL# Model,Number or Name Description
4904.1 Wood-edge Steel Side-Hinged Door 6'-8"Opaque I/S and O/S Single Door
Units
imitsroftise— Certification Agency Certificate
Approved for use in HVHZ:Yes FL4904 R8 C CAC NI006110.01.odf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 12/31/2020
Design Pressure: +76.0/-76.0 Installation Instructions
Other: Evaluated for use in locations adhering to the FL4904 R8 II FL0128.1)df
Florida Building Code including the High Velocity Hurricane Verified By: National Accreditation&Management Institute
Zone,and where pressure requirements as determined by Created by Independent Third Party:
ASCE 7,Minimum Design Loads for Buildings and Other Evaluation Reports
Structures,does not exceed the design pressures listed. FL4904 R8 AE 514010A.odf
3'-0"x 6'-8"max nominal size.When large missile impact Created by Independent Third Party:Yes
resistance is required,hurricane protective system is NOT
required. See DWG-MA-FLO128-05 for details.
4904.2 Wood-edge Steel Side-Hinged Door 8'-0"Opaque I/S and O/S Single Door
Units
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL4904 R8 C CAC NI006110.02.Ddf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 12/31/2020
Design Pressure:+70.0/-70.0 Installation Instructions
Other: Evaluated for use in locations adhering to the FL4904 R8 II FLo129.odf
Florida Building Code including the High Velocity Hurricane Verified By: National Accreditation&Management Institute
Zone,and where pressure requirements as determined by Created by Independent Third Party:
ASCE 7,Minimum Design Loads for Buildings and Other Evaluation Reports
Structures,does not exceed the design pressures listed. FL4904 R8 AE 514009A.odf
3'-0"x 8'-0"max nominal size.When large missile impact Created by Independent Third Party: Yes
resistance is required,hurricane protective system is NOT
required.See DWG-MA-FLO129-05 for details.
4904.3 Wood-edge Steel Side-Hinged Door 6'-8"Opaque I/S and O/S Door w/or w/o Sidelites
Units
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL4904 R8 C CAC NI006110.0l.odf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 12/31/2020
Design Pressure: +55.0/-55.0 Installation Instructions
Other:Evaluated for use in locations adhering to the FL4904 R8 II FL0128.1)df
Florida Building Code including the High Velocity Hurricane Verified By: National Accreditation&Management Institute
Zone,and where pressure requirements as determined by Created by Independent Third Party:
ASCE 7,Minimum Design Loads for Buildings and Other Evaluation Reports
Structures,does not exceed the design pressures listed. FL4904 R8 AE 514008A.odf
12'-0"x 6'-8"max nominal size.When large missile impact Created by Independent Third Party: Yes
resistance is required, hurricane protective system is NOT
required on opaque panels, but is required on glazed panels.
See DWG-MA-FL0128-05.
4904.4 Wood-edge Steel Side-Hinged Door 8'-0"Opaque I/S Door w/or w/o Sidelites
Units
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL4904 R8 C CAC NI006110.02.odf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 12/31/2020
Design Pressure: +45.0/-50.0 Installation Instructions
Other: Evaluated for use in locations adhering to the FL4904 R8 II FL0129.odf
Florida Building Code including the High Velocity Hurricane Verified By: National Accreditation&Management Institute
Zone,and where pressure requirements as determined by Created by Independent Third Party:
ASCE 7, Minimum Design Loads for Buildings and Other Evaluation Reports
Structures,does not exceed the design pressures listed. FL4904 R8 AE 514007A.odf
12'-0"x 8'-0"max nominal size.When large missile impact Created by Independent Third Party: Yes
resistance is required,hurricane protective system is NOT
required on opaque panels,but is required on glazed panels.
See DWG-MA-FL0129-05.
4904.5 Wood-edge Steel Side-Hinged Door 8'-0"Opaque O/S w/or w/o Sidelites
Units
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL4904 R8 C CAC NI006110.02.0f
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 12/31/2020
Design Pressure:+50.0/-45.0 Installation Instructions
Other: Evaluated for use in locations adhering to the FL4904 R8 II FL0129.odf `
Florida Building Code including the High Velocity Hurricane Verified By: National Accreditation&Management Institute
https://floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDgteluIwEINbblSciO%2b... 1/9/2018
149'MAK OVERALL FROE WIDTH 00
c C)
[K-A
21" MAX 36.375" MAX.
SIDE;14INGED WOOD EDGE STEEL DOOR UNIT -D.L.O. 37.5" MAX. Q
� % L PANEL WIDTH FRAME WIDTH z cj✓__j S r 76'-8"DOUBLE DOOR WITH/WITHOUT SIDELITES W/ASTRAGAL
C;
III cn
GENERAL N F�l Lu
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, tr)UDOES NOT EXCEED THE DESIGN PRESSURES LISTED. 0)
C)
2. HURRICANE PROTECTIVE SYSTEM (SHUTTERS) IS NOT REQUIRED ON 10 cl) -
OPAQUE PANELS, BUT IS REQUIRED ON GLAZED SIDEUTES. C3 LLJ
3. IN THE HVHZ, FACTORY PRIMED DOORS MUST BE PAINTED IN
ACCORDANCE WITH SECTION 7220 OF THE FBC.
4. POLYURETHANE CORE FLAME SPREAD INDEX OF 50
AND SMOKE DEVELOPED INDEX OF 60 PER ASTM E84. E;
5. PLASTICS TESTING OF LITE FRAME MATERIAL Qr
TEST DESCRIPTION DESIGNATION RESULT
[SELF IGNITION TEMP I ASTM D1929 74
0'F> 650'F
RATE
0 BURNING �D�635 .77 IN MIN
SMOKE I ASTM D2843 13.47
TENSILE STRENGTH* I ASTM D63B 7.50% DIFF `gam m
• COMPARATIVE TENSILE STRENGTH AFTER WEATHERING as
4500 HOURS XENON ARC METHOD 1 2
0
DOUBLE DOOR UNIT W1
Adder�la WJA S)DELJTES
In to(4 In
No-*AoT 61-10 ')Q
RwiewDd By.
z x
z
U-U)w
0 wo z
1313 13 M 13 C3 V)
0
aj
nn Dill D on
®� -oca
ow
IIiU J , 0 0 . 1 0 0 cq 11 -1 10P L� 1 11 "1
SINGLE DOOR UNIT DOUBLE DOOR UNIT SINGLE DOOR UNIT SINGLE DOOR UNTf SINGLE DOOR UNIT W/SIDELM DOUBLE DOOR UNIT W&IDELffES
WffH SIDELITE WITHFf WATER INFILTRATION PERFORMANCE IS 101 z
DESIGN PRESSURE RATING WHERE
To BE 157 OF DESIGN PRESSURE DATE 7111105
TABLE OF CONTENTS CONFIG MAX WIDTH INSWING OUTSWING OUTSWING
X 37 76.0 _-7 _19'O +55.0 = .0 MALE N.T.S.
XX W +550 -55.0 +55.0 -55.0 -19.0 -55.0OW&BY. sws
SHEEP DESCRIPTION 141,5::: _
# 5_0� 5
TYPICAL ELEVATIONS & GENERAL NOTES 5_0 +19.0 1 +55.0
2 ANCHORING LOCATIONS & DETAILS Ox or XO - 75" +55.0 / -55.0 +55.0 4 -55.0 -55.0 CliK.BY.
3 IANCHORING LOCATIONS & DETAILS )XO 112.5- +55.0 4 -55.0 1+55.0 / -55.0 -55.0 KURT BALTHAZOR DRAW=NO.:
ro C,),o
OXx0 12-
-55.0 FLORIDA P.E. DWG-MA-FLO128-05
1156533
ISHELT
SEE DETAIL 6^ 6^ CC 00
"E" SHT. 2� 3 3" 3 {- -
3" 6'- F- 3" O
O CO
r1 I � � l 11 r OIrJ
6" 6" 6"
0 � �
M _ _ N �, 08
M Ll ,a. •� 0-�_
4 W T
a SEE DETAIL a Z Lo(>
} D" SHT. 2 • - - a
® F W
SEE DETAIL
"C" SHT. 2 -
<t
=g 2
6•• o
r
3' 3-
I
SEE DETAIL 6' _ 6^ A� o
"F" SHT. 2 76 - a a
ATTACHMENT DETAIL �n� r
1. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED, ui vi m
SIGNED AND SEALED BY LUIS R. LOMAS, PE pddendumtoNAltl
(FLORIDA #62514) WITH THE LOWEST (LEAST) o cs
GeNilcamtst�O,: F z
FASTENER RATING FROM THE DIFFERENT FASTENERS 8ede��l• � w
BEING CONSIDERED FOR USE, JAMB, HEAD, AND 6ateRevi�x i-i�w
THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE ¢
#10 WOOD SCREWS OR 3/16" TAPCONS. A PHYSICAL �a �
SHIM MUST BE PLACED IN SHIM SPACE AT EACH ANCHOR HARDWARE SCHEDULE o U) N
LOCATION. TAPCON EDGE DISTANCE MIN 2-1/2". ��o z
WOOD SCREW EDGE DISTANCE MIN 3/4". 1. KWIKSET SERIES 400 GRADE 3 CYLINDRICAL LATCH AND o c
SERIES 980 GRADE 1 DEADLOCK HARDWARE TO BE INSTALLED
2. MULLIONS TO BE 2-1/2" X 4-3/8" STRUCTURAL GRADE AT 5-1/2" CENTERLINE. Qom
FJ PINE ON CONTINUOUS HEAD AND SILL UNITS. BACK TO o L
BACK JAMB UNITS JOINED WITH 1" X 1/2" LONG 2. 4" X 4" FULL MORTISE BUTT- HINGES N�2 a
CORRUGATED FASTENERS LOCATED 3" FROM EACH END m N
AND MAXIMUM 7" O.C. OR #10 X 2" FLAT HEAD WOOD
SCREWS LOCATED 6" FROM EACH END AND MAXIMUM ,' x
12" O.C. 1.50" 1.25" ' - L ra 0 m o
3. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM MIN +M MIN > x..-. MAX" z
ANSI/AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT SHIM SHIM 7111105
OF 1-1/2" MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE CL_ �— CL—I I— •,.j SCAM N.T.S.-
MINIMUM EMBEDMENT OF 1--1/4". xir` On.BY. SWS
4. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO `" CHK.Or:
TRANSFER LOADS TO STRUCTURE. NO No.:
5. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 171 LBS. TYPICAL WOOD BUCK TYPICAL MASONRY bWG-MA^FL0128-05
ANCHOR INSTALLATION ANCHOR INSTALLATION
sH�r 3 oe 3
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Florida
Product Approval
USER:Public User
Product Approval Menu>Product or Application Search>Application List>Application Detail
FL# FL1435-R20
Application Type Revision
Code Version 2017
Application Status Approved
*Approved by DBPR.Approvals by DBPR shall be reviewed and ratified
by the POC and/or the Commission if necessary.
Comments
Archived
Product Manufacturer PGT Industries
Address/Phone/Email 1070 Technology Drive
North Venice,FL 34275
(941)486-0100 Ext2231,8
druark@pgtindustries.com �aVy NNITH Pr#'a\fA`L 1NC'
'Authorized Signature Jens Rosowski AL.L,4C)p t SHI ALL���IN CODE,
jrosowski@pgtindustrieSOF—S FL®RIDAS
P-LF-01 Ir,Cf�l��,
Technical Representative Jens Rosowski ANDTN�c+' �F ZE-PC�YFtW�L.L�s
6t�ATIONAL
Address/Phone/Email 1070 Technology Drive ORDlbmcr.,
Nokomis, FL 34275
(941)486-0100 Ext21140
jrosowski@pgtindustries.com
Quality Assurance Representative
Address/Phone/Email
Category Windows `�q R� — a�4
Subcategory Single Hung ���a ,4'V o. �•i��`- 6--
Compliance Method Certification Mark or Listinn6 WS�` t'L�l 'R
Certification Agency Keystone Certifications,Inc.
Validated By Steven M. Urich,PE
L� Validation Checklist-Hardcopy Received
Referenced Standard and Year(of Standard) Standard Year
AAMA/WDMA/CSA 101/IS2/A440 2011
AAMA/WDMA/CSA 101/IS2/A440 2005
ANSI/AAMA/WDMA 101/I.S.2/NAFS 2002
ASTM E1886 2005
ASTM E1996 2012
ASTM E283 2004
ASTM E330 2002
Equivalence of Product Standards
Certified By
1_i..___.//.n_._'�_t__n_1• - - _ � / t.i n �rzrz>� ,rti � rrrrmr> i�nr. ..m � ir.i a.n+r�
GENERAL NOTES: ANCHOR LOCATIONS&SPACING
1)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO COMPLY WITH 53-1/8"MAX.TIP-TO-TIP 52-1/8"MAX.BUCK
THE FLORIDA BUILDING CODE FOR THE DESIGN PRESSURES LISTED.
52-1/8"MAX.BUCK _5„MAX ��l
5'MAX
2)WOOD BUCKS DEPICTED AS iX ARE LESS THAN 1-1/2"THICK.1X WOOD BUCKS -
ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE.WOOD ---_--___ _ '
BUCKS DEPICTED AS 2X ARE 1-II&THICK OR GREATER-ATTACHMENT METHOD OF 9"MAX.
WOOD BUCKS SHALL BE DONE BY OTHERS. T I
3)SEE TABLE FOR MINIMUM EDGE DISTANCE FROM CENTER OF ANCHOR TO I I I 75"
SUBSTRATE EDGE(EXCLUDING FINISH OR STUCCO). I I MAX
BUCK
4)SHIM EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE I / I 6"MAX• /
SUBSTRATE,USING SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS.
5)ANCHORS SHALL BE COATED OR CORROSION RESISTANT AS APPROPRIATE FOR
SUBSTRATE MATERIAL.DISSIMILAR MATERIALS SHALL BE PROTECTED AS 17"MAX. I I 75' j
REQUIRED TO PREVENT REACTIONS.ALUMINUM SHALL BE PROTECTED FROM I I MAX.
DISSIMILAR MATERIALS AS SPECIFIED IN THE FLORIDA BUILDING CODE. 1 I BUCK
6)ADHESIVE SEALANT SHALL BE USED BETWEEN SUBSTRATE AND FLANGE OR FIN. / I MAX. /
OVERALL SEALINGIFLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS. TIP-TO-
I I /
/ i TIP
7)MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE,2.7 KSI
CONCRETE AND CONCRETE MASONRY UNITS COMPLYING WITH ASTM C-90.
GLAZING COMPLIES WITH ASTM E1300. 9.MAX I I
---------------1.1
5"MAX.
8)THE 1/3 STRESS INCREASE WAS NOT USED IN THIS ANCHOR EVALUATION.THE
1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS. FLANGE FRAME FIN FRAME
9)EQUAL LITE SHOWN.ANCHOR QUANTITY AND SPACING APPLIES TO I
ORIEL SASH UNITS AS WELL.PRODUCT MAY BE INSTALLED INTO STEEL Fes—53-118'MAX.TIP-TO-TIP i
OR ALUMINUM SIMILAR TO THE WOOD INSTALLATION DETAILS. I 52-1/8"MAX.BUCK t
10)PASS-THRU PRODUCT HAS NOT BEEN CERTIFIED FOR WATER TABLE 3:FIN&FLANGE STANDARD WINDOWS --—————————————— i
9'MAX. i
INFILTRATION AND MUST BE LOCATED IN UNEXPOSED AREAS. Buck Size Sash Style Des i n Pressure Certification
I
11)THE 200 SERIES WAS FORMERLY KNOWN AS THE 40DO14001 SERIES. Width Height (+}psf I(-)psf Numbers
52-1/8° 75" Equal Lite 55 55 190-478,479, I 51-1/2"
Oriel 55 55 493,494 1 / MAX.
17" BUCK
TABLE 1:FLANGE WINDOWS(STANDARD AND PASS-THRU) TABLE 4:FLANGE PASS-THRU WINDOW Mom' 52" f
Anchor Type Substrate Min Edge Min. Buck Size Design Pressure Certification I MAX.
Dist. Embedment 1 TIP-TO-
Wood(Southern Pine) 7116" 13/8' Width Hei ht (+)gsf -) sf Numbers I TIP
#10 Steel SMS Steel Stud Gr33 3/8" .045(18 GA) 52-1/8" 51-1/2" 65 65 190-1002 j
Atuminum-606375 3/8, 1/8" t
Steel,A36 3/8" 1/B' 8-1/2"MAX I
1/4'Masonry Concrete 1- 1 3I8"
Anchor FLANGE FRAME I
FollowCMU 2-112" 1-1/4" PASS-THRU WINDOW I
NOTE:FOR ALL METAL SUBSTRATES.SCREW EMBEDMENT SHALL BE MIN.3 THREADS
BEYOND INSIDE FACE OF MATERIAL
`� �il!71 1•..i(/�. �. D—or. D. Wtrid' ilEAlnafllIX[®YGDIUCMAo® S
TABLE 2:FIN WINDOWS(STANDARD WINDOW) •` ""' ."+' J.ROSOWSKI OSl08/11 ALUMINUM 0063•T6
'..•'�•vLSE 1Jo1BIFEtAlODb6OetIDtfW7laDILL
Min.Edge Min. :. :'T : n.rW.� Arnmaa>tTArrr.Aorovnavffnes
Anchor Type Substrate DDGifBlrYVBED.fiDOV✓9RR1®N
Dist. Embedment r5;(5 AxrAvallxrAturnema�nmrer -
1-12'x.135" - "0.` Mwncwarcrwmlm
Rooting NBII Wood(Southern Pine) 3/8' 1-7/16" _ ��: rr� ',' ^.
$12 Panhead V` / to y1- 1070 TECHNOLOGY DRIVE
Wood(Southern Pine) 9116, 1.3/6' l7Cr
SMS •• 5,�tg is" ,;� •, NOKOMIS,FL 34275 7Yc
#107tuBshead FLO�,J`,•`,J," FLCERT.OFAUTH.:29298 SINGLE HUNG INST.,STD.MEETING RAIL
Wood(Southern Pine) 7/16' 1.3/8' '�;�
Screw �'�.,��'' , A.Lynn Mier,P.E. rP.E.#5:705
200PT NTS 1 Df 3 1032411JR
i
1
INSTALLATION WITH FIN FRAME
_7..�___
EDGE BST TE —�
DISTANCE �/ I
EXTERIOR t
I
SHIM
EDGE
DISTANCE
EXTERIOR
t
FIN FRAME
HEAD 1NSTAtLATION
—- SHIM
FIN FRAME,
JAMB INSTALLATION I
SUBSTRATE
s
SHIM
BST TE EXTERIOR
Lr}r`�p�.•-,,_�.
FIN FRAME �'!��s��f(.),I,r^t``.+.`
SILL INSTALLA7ION or I` rtm,bk T+fr >nY✓»vmu�mvruta
= J.ROSOWSKI 08/08111 ALUMINUM 0083•T6 r&Te'7Xm-: auslvErxoatrr�mr I
ensnrFswwtsawc>9rm
wneec cwc a„w,,� RdTTAkY.ADJKYnmvxrmw.RW4�T1J3
�Mn7CUfnEN
INSTALLATION NOTES'
1)SEE SHEET 1 FOR ANCHORAGE,SUBSTRATE AND SPACING REQUIREMENTS. ® o.e
2)GLASS SHOWN AS EXAMPLE.MAY VARY BY SERIES AND DESIGN PRESSURE REQUIREMENTS. 1070TECHNOLOGY DR01E
3)FOR SMOOTH SASH OPERATION,THE ANCHORS MUST BE FLATHEADS. NOKOMIS,FL 34275
4)MAX,SHIM THICKNESS TO BE 1/4'. P.CERT.OFAUTH.:29296 SINGLE HUNG INST.,STD, MEETING RAIL
5)FIN MAY BE REMOVED TO CREATE EQUAL-LEG FRAME-USE FLANGE FRAME INSTALLATION. A.Lynn MlIlet,P.E. sort snK a,.x
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