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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"oP40A00PAATM8NT OF
Business & Professional
Regulation
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Florida
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
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httns://floridahuil din g-org/nr/nr ann cltl_asnx?narnm=wC'TF.VXnwtT)ntlRT7dOi-.VmrRon1'M ?/?/,?f11R
Q)1/4'x 3/4' STMJT SPACER UNDER STRUT
HEX HEAD SCREWS AT EACH CENTER STILE AND
DUO STILES.
3. GLAZING OPTION CROSS SECTION
HANOI STRUT o GLAZING NOT AVAILABLE IN WIND-BORNE DEBRIS REGION
3'IBGA 5D KSI STRUT DOOR TESTED WITH GLAZING.CLALNG MEETS ASTS(E1300-04.
STRUT CUP 1'+/a•(1"+0. (2)PER SECT117N ATTACHED
2•(1200) V/(2)1/4'x 3/4'HEX HEAD SCREWS DTorRFWH T WINDOW FRAME
TYPICAL TOP STRUT ATTACHMENT(Sil HER i[A0 SCREWS (AL EACH END STILE AND CENTER STILE) TN DV pROTECnON
3 TYPICAL DURASAFE END HINGE fn1 27 OH EXT.SXIN<I50. 16 CA ftE57DENRAL,AINIOR ATTNNDV PROTECTION MW.3/32•THICK SSR CLASS
RAM SECTION A 24 GA EXT.SKIN(1200
TNT AVATLAHLE IN ID'SECTS OLIO. TOP Fl%TUNE ATTACHED W/
3)1/4'x 3/4'HEX HEAD SCREWS
/ '""'� 0 LISTABLE DUDE BRACKET ATTACHED
32� 1• ,I �'...I- ` A te_ ... WJ(2i ASL A UDE BOLT AND NUTS
71' 27 GA INTERIOR SKIN
'5'L2'
5' 2• r 1f i LLJL4dL/ I2.f
/X3/4.8 SECTION 8-8 OLDEO INSIDE FRAME
' EAD SCREWS ANDED 5}' AT EACH WINDOW FRAME
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3'16GA 50 KSI STRUTS V/'(4)1/4'x 3/4• STEP/LIFT HANDLES ATTACHED
ATTACHED W1(2)1/4'x 3/4' HEX HEAD SCREWS V/(P)t/.LpO x 17/A(1500) REY DL'�tFBOR tf RE179<f6 DATE BY
HEX HEAD SCREWS V/(2)1/4-SOB 2 1/2(120.
END DURASAFE BOLTS AND 1/4 X 20 NUTS f.. V/(t2)mll�ax 3/cD A CAtYE3;1EB ORA 76 NEM FDFfUT 4Ji8(02 IXJ
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HEX HEAD SCREWS B HtHED NOT(5 6&7 17/16/08 LT)T
0 13DD BOTTOM C MAIM 10 AlCE 7-1D/FNC 2OI8 W/7b/11 DRC
NYLON OR STEEL BRACKET ATTACHED
14GA DURASAFE ROLLER W/5'STEM W/(3)1/4'X 3/4' ip•+••++++
ROLLER CARRIER ATTACHED HEX IMAM SCREWS.
V/(4)3/4•SCR3/4'EWS
---_CONT,ALUM.EXTRUSION MAX SIZE •+v S,.r:�; J';+
HET(HEAD SCREWS 3'16G0.50 KSI STRUTS V/CUNT.VINYL ASTRAGAL 16•X 14� 4.ES1L
' ATTACHED V/(2)1/4'x 3/4'
Ha READ SCREWS S C11ON A-A ID VI W) ND.A •'
TYPICAL DURASAFE END HINGE E (5E F '
105 SLATED SECTION i DESIGN LOAD
TYPICAL DURASAFE CENTER HINGES +33.0 PUP 11/¢ 071
z -34.6 PSP STATE OF
(1)5/16'DIR.x 1-5/B' +•
LAS SOLT ATTACHED N)DAMB TEST LOADS
AT FA JA3A6 BRACKET STOP MOUL63NG RETAIN OF TISTNO WAS IN StAISTANBAi +49.5 ASP .�y�fy .ilV' •i
W/FLEXIBLE SEAL CTRFDRYANCE ROTA THE PROCEDURE DESORTEO RI A51H +•"•••",O11J TJ�
(SUPPLIED BY INSTALLER) 2p GA CALK STEEL 1130.THE PRESSURES SATAN ON THE DRAWINGS NOISE -51.9 PSP •+•,• .+'+
200 SOLE CALCULATED USDIO ASCE 7-1D SATIN THE FYIILOmND
AURIETENS(S FRET OF DOCK WITH N THE END SARA.
ROOF AT ANY BLDPET:
WND SPUD APR 163 t86 136 _151I1. 1
EYP09]RE IEVD. 8 C C ) O
MEIN ROOF NDRIT b' 13' 25 13' IS,
165 CARIDA5E COURT VINSTON-SALEM,N.C. 27105 VWAWIRECIIN
MODEL#1200 WeatherGuard Plus w/DuraSafe
MODEL#1500 WeatherGuard w/DuraSafe
Heritage,Stratford,and Oak Summit 3000 in Short,
7/T6`SW. Long,Flush,Ribbed and Oak Summit Panels
0 LT RETAINER
1)PER ROUEN SITE DRAIN 6Y DU BATE 04/24/01 DRA191IG HUIWER
2`GALV.STEEL TRACK 2 X 8 SOUTHERN YELLOW PINE
TRACK THICKNESS.083' TRACK MOUNTING DETAIL (NO.2 OR BETTER) B 010030 BY AAE DALE 84/21/02 SBC-586-020
DMaD115 1BNAs L RHUXRDDE BE Oil.Ns 0848516 SlOT I tF 2
A
Florida Building Code Online Page 1 of 3
f .
• ! 1ii
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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
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0 wo z
1313 13 M 13 C3 V)
0
aj
nn Dill D on
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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"
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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
Florida Building Code Online Page 1 of 3
1 .•
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BCIS Home I Log In I User Registration Hot Topics Submit Surcharge I Stats&Facts I Publications I FBC Staff I BCIS Site Map I Links Search I
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
P.E N58705 SH-200&200P7 NT5 3 of 3 1032411JR i
Ili
,l za� �>E
astj I
r Q Qlu �
rj WL
LIJ ` qg
r Lli �
I
___...... ..............._..- ...._._.-..__________
I HEREBY CERTIFY THAT I HAVE REVIEWED
General Notes THIS PLAN AND FOUND IT TO BE IN
A.CONCRETE&FOUNDATION DESIGN' 5.ALL LAG BOLTS SHALL HAVE A MINIMUM EMBEDMENT OF 8X 5. SCREENING MATERIAL SHALL BE 18X14X0.013 OR COMPLIANCE WI D F C 6TH
• BOLT DIAMETER INTO STRUCTURAL FRAMING(G=.42 MIN.). EQUIVALENT DENSITY SCREEN MESH ONLY UNLESS NOTED EDITION RES�
BUILDINC�t .j41. ALL CONCRETE GRADE BEAMS AND FOOTINGS SHALL BE 3000 6.LAG BOLTS AND SCREWS INTO WOOD FRAMING SHALL BE OTHERWISE. E T
PSI MINIMUM. PROVIDED WITH PILOT HOLES HAVING A DIAMETER NOT 6. EMERGENCY ESCAPE&RESCUE OPENING PER FBC R310.1 �` �O •+•++•+•h '�
2. ALL CONCRETE FILLED SUPPORTED SLABS SHALL BE 2500 PSI GREATER THAN 70 PERCENT OF THE THREAD DIAMETER OF SHALL BE VERIFIED BY CONTRACTOR&BUILDING OFFICIAL �`Q. •+•• �,� E Ns+' �/�
MINIMUM,3 1/2"NOMINAL THICKNESS. THE BOLT OR SCREW.ALL LAG BOLTS AND SCREWS SHALL BE • F r
3. 3000 PSI FIBERMESH(3/4"PER CUBIC YARD MIN.)MEETING INSERTED IN PILOT HOLES BY TURNING AND UNDER NO 7. ENCLOSED ADDITIONS TO MANUFACTURED HOMES SHALL NOT
APPROPRIATE ACI AND ASTM REQUIREMENTS MAY BE USED CIRCUMSTANCES BY DRIVING WITH A HAMMER CHANGE THE EXIT FACILITIES FOR EGRESS PER HUD 3280.105,(a) #•
NO •
IN LIEU OF WELDED WIRE MESH 7.ALL EXPANSION ANCHORS SHALL BE DESIGNED IN THROUGH(a)(2)(iv),SO THAT THE DISTANCE TO EXIT DIRECTLY
OUTSIDE FROM ALL BEDROOMS IS LESS THAN •35',AND,SO THAT i
4. ALL SLABS ON GRADE SHALL BE 4"THICK WITH FIBERMESH. ACCORDANCE WITH THE SPECIFIC MANUFACTURER'S • •
TWO EXITS DIRECTLY OUTSIDE ARE STILL MAINTAINED.A CARPORT •
TERMITE TREATMENT OF SOIL BENEATH SLAB IS NOT REQUIREMENTS AND ALLOWABLE LOADS AND SHALL ONLY • •
OR SCREEN ROOM SHALL BE CONSIDERED AS OUTSIDE.NON-HABITABLE •
REQUIRED IF SLAB DOES NOT ABUT A WOOD FRAME BE APPLIED IN CONDITIONS ACCEPTABLE TO •
SUNROOMS OR HABITABLE LIVING SPACE MAY BE ADDED WHERE AN EXIT •
STRUCTURE.NO WOOD FRAME STRUCTURE MAY BE BUILT MANUFACTURER FASTENERS SHALL BE A MINIMUM OF SAE DOOR WAS LOCATED AS LONG AS A NEW '� • lR�D •• ����
ADJACENT TO OR ON TOP OF A SLAB WITHOUT TREATING THE GRADE#5 OR BETTER ZINC PLATED. THE EXIT DOOR IS ADDED AND MEETS REQUIREMENTS OF HUD 3 80.05. • ••.•••••\� `�
SOIL FOR WOOD DESTROYING ORGANISMS. 8.ALL FASTENERS CONNECTING ALUMINUM COMPONENTS OR '�iNA L EµG `tt
5. ALL REINFORCING SHALL CONFORM TO ASTM A615,BE GRADE PRESSURE TREATED LUMBERARE STAINLESS STEEL TYPE 300 S/lIfti
60(60 KSI MIN.)DEFORMED BARS,#3 BARS MAY BE GRADE 40 18-8,UNLESS MANUFACTURER GALVANIZED BOLTS SPECIFIES PROFESle1f��EAL
6. ALL OVER POUR CONCRETE FILLED SUPPORTED SLABS SHALL FOR USE WITH ACQ PRESSURE TREATED WOOD,OR
BE3000PSIMIN.,2"MINIMUM.THICKNESS. OTHERWISE NOTED ON PLANS. WOOD FRAME GARAGE UNDER EXISTING ALUMINUM CARPORT ENGINEER OF RECORD:
7. SOIL BEARING PRESSURE SHALL BE A MINIMUM OF 1500 PSF. 9.ALL FASTENERS SHALL COMPLY WITH ASTM A153.
8. THE CONCRETE SHALL CONFORM TO ASTM C94 FOR THE 10.ALL CONNECTORS SHALL COMPLY WITH ASTM A653 CLASS David W. Smith P.E.
FOLLOWING: G-185. DESIGN DATA:
OPC(PORTLAND CEMENT TYPE I,-ASTM C 150). 11.FOR SMS,THE MINIMUM CENTER-TO-CENTER SPACING SHALL FLORIDA LICENSE NUMBER:53608
AGGREGATES-#6 STONE,ASTM C 33 SIZE NO.67 LESS THAN BE 3/4"AND MINIMUM CENTER-TO-EDGE SHALL BE 1/2"
3/4". UNLESS NOTED OTHER WISE. 1. ULTIMATE DESIGN WIND SPEED Vult,(3 SECOND GUST): 140 MPH
AIR ENTRAINING+/-1%-ASTM C 260. NOMINAL DESIGN WIND SPEED Vasd: 110 MPH
WATER REDUCING AGENT-ASTM C 494. E.REFERENCE STANDARDS: 2. RISK CATEGORY: II Thomas L. Hanson P.E.
CLEAN POTABLE WATER. 3. WIND EXPOSURE: B
ASTM E 119 FLORIDA LICENSE NUMBER:38654
OTHER ADMDCITJRES SHALL NOT BE PERbIIT1ED. ASTM E 1300 4. INTERNAL COEFFICIENT: +/-.18
9. METAL WELDED WIRE SHALL CONFORM TO ASTM A 185. ASCE 7 40
10.PREPARE&PLACE CONCRETE ACCORDING TO AMERICAN 5. WIND LOADS:
CONCRETE INSTITUTE MANUAL STANDARD PRACTICE,PART 1, AA ASM35,AND SPEC.FOR ALUMINUM PART 1-A,&1-B
2,&3 ALONG WITH HOT WEATHER CONDITIONS ASTM C94 SOLID ROOF(MWFRS): 23 PSF Mark Ronald Dunn,Jr. P.E.
RECOMMENDATIONS. ASTM C150 FLORIDA LICENSE NUMBER:73968
COMPONENT&CLADDING PRESSURES:
11.IF UTILIZING EXISTING CONCRETE FOR FOUNDATION, ASTM C33
CONCRETE SHALL BE A MINIMUM OF 4"IN THICKNESS, ASTM C260 ROOF ZONE 1: 8.9/-21.8 PSF, ZONE 3: 8.9/-55.0 PSF
VISIBLY FREE OF ANY STRUCTURAL EXCESSIVE CRACKING, ASTM C494 WALLS ZONE 4: 21.8/-23.6 PSF, ZONE 5: 21.8/-29.10 PSF
SPALLING OR OTHER DETERIORATION. ASTM A615 Joel Falardeau P.E.
ASTM A185 6. FOUNDATIONS PER"A"OF GENERAL NOTES AND SITE SPECIFIC DETAIL FLORIDA LICENSE NUMBER:70667
B.MASONRY' FLORIDA BUILDING CODE(CHAPTERS 16,20 AND 23) EXISTING 4"CONCRETE SLAB,2500 PSI CONCRETE W/6"X6"-#10WWM OR 3000 PSI FIBERMESH
1.CONCRETE MASONRY UNITS(CMU)SHALL BE STANDARD 6TH EDITION AND FOOTER SHALL BE ADEQUATE TO RESIST THE UPLOADS FOR THE PROPOSED STRUCTURE
HOLLOW UNITS AND SHALL BE 1900 PSI MINIMUM BASED ON CURRENT ALUMINUM DESIGN MANUAL 7. SOLID ROOF TYPE: EXISTING 3"X12"ALUM.PANS,FL 16952 OR EQUIV. Erik Stuart P.E.
TYPE M OR S MORTAR F.AB EVIATIONS: FLORIDA LICENSE NUMBER:77605
2.ALL MORTAR SHALL BE OF TYPE M OR S. THE FOLLOWING LIST OF ABBREVIATIONS IS NOT INTENDED
3.ALL GROUT SHALL BE 2000 PSI MINIMUM AND HAVE TO REPRESENT ALL THOSE USED ON THESE DRAWINGS,BUT FBC Plans&Engineering
MAXIMUM COARSE AGGREGATE SIZE OF 3/8". TO SUPPLEMENT THE MORE COMMON ABBREVIATIONS. gi g
4.PROVIDE CLEAN-OUTS FOR REINFORCED CELLS CONTAINING 1.TYP--TYPICAL ALUMINUM STRUCTURAL MEMBERS Services,Inc.
REINFORCEMENT WHEN GROUT POUR EXCEEDS 5'-0"IN 2.SIM--SIMILAR
6272 Abbott Station Drive Unit 101
HEIGHT. 3.LION--UNLESS OTHERWISE NOTED
42
4.CONT--CONTINUOUS HOLLOW SECTIONS Phone:Zephyrh813)78853
Phone:(813)788-5314
C.ALUMINUM S.VIF--VERIFY IN FIELD 2 x 2:--------------------------------------2"x 2"x 0.044" REVIEW DAT,[r � 1-(866)-824 7894
1. ALL STRUCTURAL ALUMINUM SHALL CONFORM TO THE G.RESPONSIBILITY: 3x2:--------------------------------------3"x 2"x 0.050" Ci�T�^r _,l ebsite:www.fbcplans.com
MINIMUM REQUIREMENTS OF 6005-T5 FOR ALLOY WITH A 1.ALL SITE WORK SHALL BE PERFORMED BY LICENSED 2 x 3:--------------------------------------2"x 3"x 0.050" OF *pH3/pu� C.O.A.-#29054
MINIMUM THICKNESS OF 0.040"FOR SUPPORTING MEMBERS. CONTRACTOR IN ACCORDANCE WITH APPLICABLE );77
BUILDING 2 x 3:--------------------------------------2"x 3"x 0.070" A
2. WHERE KICK PLATES ARE USED A MINIMUM THICKNESS OF CODES,LOCAL ORDINANCES,ETC. 2 x 4:---------------------------------------2"x 4"x 0.050' PLMS � / DATE:02/11/2018
0.024"SHALL APPLY. 2.CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND DETAILS, J
3. STRUCTURAL ALUMINUM DESIGN CONFORMS TO"PART 1-A- 2 x 5:-------------------------------------2"x 5"x 0.050" -DRAWN BY:DENNIS W.DUNN
SPECIFICATIONS FOR ALUMINUM STRUCTURES-ALLOWABLE NOTIFYING ENGINEER OF ANY DISCREPANCIES BETWEEN
STRESS DESIGN"OR"PART I-B-SPECIFICATIONS FOR DRAWINGS,FABRICATED ITEMS,OR ACTUAL FIELD OPEN BACK SECTIONS REVISION: DATE:
CONDITIONS.
ALUMINUM STRUCTURES-BUILDING LOAD AND RESISTANCE 3.THESE DRAWINGS REPRESENT THE ACCEPTABILITY OF THE lx 2:---------------------------------------1"x 2"x 0.040"
FACTOR DESIGN"OF THE CURRENT ALUMINUM DESIGN 'SUNROOM'ROOM ADDITION ELEMENTS AS PROVIDED BY THE ,al, RO 1
MANUAL PREPARED BY THE ALUMINUM ASSOCIATION, 1 x 3:---------------------------------------1"x 3"x 0.045' "�C�/��
IN DETAILS D.C.THE FLORIDA BUILDING CODE,6TH CONTRACTOR C Aw'•VA/r RO 2
4.ALL DETAILS ON THESE DRAWINGS ARE ENGINEERED BASED
EDITION(CHAPTER 16 STRUCTURAL DESIGN&CHAPTER 20
� ) ON INFORMATION PROVIDED BY THE CONTRACTORAND SNAP SECTIONS RO 3
MANUFACTURER 2 x 2 Sna 2"x 2"x 0.045"
4. WHERE ALUMINUM COMES INTO CONTACT WITH STEEL,OR S.ANY DETAILS NOT SHOWN ARE TO BE ENGINEERED BYA P• � �i �
PRESSURE TREATED LUMBER PROVIDE DIELECTRIC LICENSED P.E.IN ACCORDANCE WITH STANDARD 2 x 3 Snap:-------------------------------2"x 3"x 0.050" •+7�` 'N+R[!e►�/�/� Hf1 r,. RO 4
SEPARATION. 2 x 4 Snap:-------------------------------2"x 4"x 0.045" �/�•, T q,,K G �1 p
{ 5. ALUMINUM MEMBERS SHALL BE STITCHED WITH NO LESS ENGINEERING PRACTICES. ''�r R
THAN#10 SMS 6"FROM THE ENDS AND 12"ON CENTER,IF SELF MATING (SMB) /�)A NAME&ADDRESS:
USING#12 SPACING MAY BE 24"ON CENTER H.MISCELLANEOUS: '�O
6. VINYL.AND ACRYLIC PANELS SHALL BE REMOVABLE.THEY 1.ALUMINUM ADDITIONS ARE NOT TO BE INSTALLED ON A 2 x 4 SMB:-- ----------- 2"x 4"x 0.044"x 0.100"
SHALL BE IDENTIFIED WITH A DECAL ESSENTIALLY STATING MANUFACTURED HOME,TRAILER HOME,OR PRE-FAB HOME 2 x 5 SMB:-------------------- 2"x 5"x 0.050"x 0.118" DALE WURPTS
"REMOVABLE PANEL SHALL BE REMOVED WHEN WIND WITHOUT A MANUFACTURER'S HOST BEAM. 2 x 6 SMB:------------------- 2"x 6"x 0.050"x 0.120"
SPEEDS EXCEED 75 MPH" .DECAL SHALL BE PLACED SO IT IS IF NO HOST BEAM IS PRESENT A SEPARATE 4TH WALL SUPPORT 2 x 7 SMB:--------------------- 2"x 7"x 0.057"x 0.120" 37346 NEUKOM AVENUE
VISIBLE WHEN PANEL IS INSTALLED. SYSTEM SHALL BE ENGINEERED SO THAT NO ADDITIONAL 2 x 8 SMB:--- --- ----- Z"x 8"x 0.072"x 0224" ZEPHYRHILLS FL 33541
D.FASTENERS: LOADING IS PLACED ON THE MANUFACTURED HOME.
1. ALL LAG BOLTS SHALL CONFORM TO STAINLESS STEEL TYPE 2.IF ENCLOSURE CONTAINS A SWIMMING POOL OR SPA,THE 2 x 9 SMB:---------------------- 2"x 9"x 0.072"x 0.224"
300 18-8,WITH STANDARD FLAT WASHER UNLESS ENCLOSURE SHALL COMPLY WITH RESIDENTIAL SWIMMING 2 x 10 SMB:------------------ 2"x 10"x 0.092"x 0.374" CONTRACTOR:
MANUFACTURER GALVANIZES BOLTS SPECIFIES FOR USE BARRIER REQUIREMENTS OF THE FLORIDA BUILDING CODE
WITH ACQ PRESSURE TREATED WOOD. R 4501.17 IN ITS ENTIRETY. HOMEOWNER
2.HEX BOLTS HAS TO BE ASTM A 325,PLATED WITH STANDARD 3.DOOR LOCATIONS MAY BE DETERMINED IN THE FIELD BY
CONTRACTOR.
FLAT WASHERS AND NUTS.
3.ALL CONCRETE SCREWS SHALL BE,SIMPSON,HILTI,RAWL, 4.IF PAVERS ARE UNDER ALUMINUM MEMBERS THEY SHALL
HAVE EPDXY ADHESIVE TO CONCRETE OR IF USING GROUT,
TAPCON,REDHEAD,DYNABOLT,OR APPROVED EQUAL.
4.ALL METAL TIES AND ASSOCIATED ACCESSORIES SHALL BE ENSURE BONDING AGENT IS USED FIRST.
HOT DIPPED GALVANIZED. ENGINEERS
NOTES
60' I HEREBY CERTIFY THAT I HAVE REVIEWED
THIS PLAN AND FOUND IT TO BE IN
COMPLIANCE WITH ASCE 7-10 AND FBC 6TH
NEW DOOR EDITION RESIDENTIAL AND EXISTING
BUILDING
ELECTRICAL SYMBOL LEGEND ;
OUTDOOR COACH LIGHT \ LESS THAN 35'FROM BEDROOM DOORS BEDROOM ��` • N ��
PER 3280.105 OF MANUFACTURED HOME J •• ` E •• �'
i FLUORESCENT LIGHT(OPTIONAL) BEDROOM ��`` CONSTRUCTION AND SAFETY STANDARDS �ZQP=• �, S �'�i
GFCI DUPLEX RECEPTACLE OUTLET KITCHEN .�. #
---------------------- BEDROOM . • jtö8
•
SINGLE-POLE SWITCH "" * • *
•
ST A &( '
ek e
ELECTRIC GARAGE DOOR OPENER(OPTIONAL) EXIS ING MANUFACTURE HOME ��i��QF•�OR10 4e•4&,�`��
LIVING ROOM DINING ROOM
BATHROOM
GARAGE SHALL NOT I
SOLID CORE tt
BLOCK EGRESS DOOR ENGINES If'1R1 WD
David W. Smith P.E.
L - FLORIDA LICENSE NUMBER:53608
PROPOSED p O w w
P.T.2X4 WOOD FRAME WALL O I IL M \ o Thomas L. Hanson P.E.
W/VINYL SIDING UNDER EXISTING 16'X 7' I D O O PROPOSED FLORIDA LICENSE NUMBER:38654
2X8 SMB CARRIER AND RISER PAN ROOF w) X O.H.DOOR ( WOOD FRAME GARAGE EXISTING
N O w I w UNDER EXISTING SUN ROOM I II Mark Ronald Dunn, Jr.
ci( w I o 2 w CARPORT
EXISTING E I z 0 ¢ �__� a ( P.E.
o
CONCRETE CO 2X6 SMB MID-S N m m 2X6 SMB MID-SPAN m 2X6 SMB MID-SPAN ( FLORIDA LICENSE NUMBER:73968
DRIVEWAY I X( p EXISTING I yD ( EXISTING to EXISTING EXISTING
• N O I o Go SHED ( II Joel Falardeau P.E.
! ' w( I `�' - - - 'J FLORIDA LICENSE NUMBER:70667
( ; z W to
( L Erik stuart P.E.
( z __ ( FLORIDA LICENSE NUMBER:77605
EXIST.2X6 SMB
_ _3SX54 WINDOW _ _ Vl�W FBC Plans&Engineering
EXISTING 8,�„ Services,Inc.
3X3 ALUM.POST EXISTING 6272 Abbott Station Drive Unit 101
TYPICAL OF 4 ALUM.RISER PAN ROOF Zephyrhills,fl.33542
TO REMAIN 12' 12' 8 4 FL 16952 OR EQUIV. Phone:(813)788-5314
Fax:1-(866)-824-7894
28' 36 Email:erb@fbcplans.com
Website:www.fbcplans.com
PROPOSED C.0.A.-#29054
PLAN VIEW P.T.2X4 W/VINYL WOO
3ID NG D UNDER EXISTING WALL
DATE:02/11/2018
2X6 SMB AND RISER PAN ROOF
EXISTING DRAWN BY:DENNIS W.DUNN
PROPOSED ALUM.RISER PAN ROOF
EXISTING PROPOSED REVISION: DATE:
P.T.2X4 WOOD FRAME WALL
FL 16952 OR EQUIV.
W/VINYL SIDING UNDER EXISTING 2X6 SMB MID-SPAN P.T.2X4 WOOD FRAME WALL
2X8 SMB CARRIER AND RISER PAN ROOF EXISTING EXISTING W/VINYL SIDING UNDER EXISTING RO 1
ALUM.RISER PAN ROOF 2X6 SMB 2X6 SMB AND RISER PAN ROOF
EXISTING FL 16952 OR EQUIV. RO 2
2X8 SMB CARRIER RO 3
EXISTING
2X6 SMB RO 4
EXISTING JOB NAME&ADDRESS:
MFG. 3X3 ALUM.POST
HOME o TYPICAL OF 4 0 3sxs4 EXISTING DALE WURPTS
SHED 37346 NEUKOM AVENUE
16'XT _______ 1FF "OVERHEAD DOOR EXISTING ZEPHYRHILLS,FL 33541
I J1
3X3 ALUM.POST
TYPICALOF4 -------------- --------------- --------- ---- ------- CONTRACTOR:
EXISTING 4"CONCRETE SLAB EXISTIN 4"CONCRETE SLAB W/8"X8" OOTER
W/8"X8"FOOTER HOMEOWNER
12' 12 8' 4'
18'
36'
FRONT ELEVATION PLANS & ELEVATIONS
SIDE ELEVATION 1 OF 1
- i
I HEREBY CERTIFY THAT I HAVE REVIEWED
• THIS PLAN AND FOUND IT TO BE IN
COMPLIANCE WITH ASCE 7-10 AND FBC 6TH
EDITION RESIDENTIAL AND EXISTING
BUILDING
EXISTING WALL STUDS �� T
EXISTING AND SHEATHING ``��,�� ••EN•� �I�'
ALUMINUM RISER PAN ROOF INTERIOR OF GARAGE GARAGE/DWELLING SEPARAION
NEW 2X8 WOOD EXISTING
GARAGES SHALL BE SEPARATED FROM THE ;
2X8 SMB CARRIER REMOVE EXISTING SIDING ADJACENT DWELLING UNIT WALLS BY 1/2"
TO APPLY DRYWALL GWB PER R302.6.
IF USED,1-3/8"MIN.SOLID-CORE WOOD OR ♦ • �
•
#12 X 2"TEK SCREW PLYWOOD SHEATHING TO 1/2"DRYWALL APPLIED TO OUTSIDE STEEL DOOR(20 MIN.FIRE RATING)PER R302.5.1 •••(0
R IOP••••� `��
AT 18"O.C.2 ROWS EXISTNG SMB W/#10 X 1-1/2" OF EXISTING MOBILE HOME WALL EXISTING MOBILE HOME ///"��� SSjO•""•� G� ��
STAGGERED TEK SCREW AT 16"O.C.,2 ROWS PER R302.5.1 DWELLING GARAGE s`
11 (2)SYP 2X12 HEADER OPENING AND PENETRATION PRO1. L
EXISTING FLOOR FRAMING
W/1/2"PLYWOOD SPACER 1/2"P.T.PLYWOOD SHEATHING
PROTECTION AND TABLE 302.6
GLUED AND NAILED FINISH W/VINYL SIDING OF NOTE:IF IN FLOOD ZONE F.F.MOBILE HOME ENGINEER OF RECORD:
W/16d NAILS AT 24"O.C. CHOICE PER MFGR'S SPECS DRYWALL IS FIBERGLASS MATT
2 ROWS STAGGERED GYPSUM,"GOLD BOND eXP" t4 W / David W. Smith P.E.
2X4 P.T.WOOD STUD WALL FIRESHIELD OR EQUIV.THAT MEETS FLORIDA LICENSE NUMBER:53608
FEMA CLASS 4 MAIL RATING. KNEEWALL-2X4 AT 16"O.C. to
2X4 P.T.BASE PLATE AND 1/2" Thomas L. Hanson P.E.
DRYWALL OVER TYVEK AND 1/2" j FLORIDA LICENSE NUMBER:38654
WOOD FRAME WALL ATTACHMENT P.T.CDX SHEATHING
TREATED WOOD MUST BE USED
UNDER EXITING ALUMINUM BEAM BELOW BASE FLOOD ELEVATION Mark Ronald Dunn,Jr. P.E.
EXISTING CONCRETE --
AT O.H. DOOR LOCATION -- - FLORIDA LICENSE NUMBER:73968
INTERIOR GARAGE WALL SECTION Joel Falardeau P.E.
FLORIDA LICENSE NUMBER:70667
Erik Stuart P.E.
FLORIDA LICENSE NUMBER:77605
OPTIONAL GARAGE EXISTING (2)SYP 2X12 HEADER
DOOR OPENER ALUMINUM RISER PAN ROOF W/1/2"PLYWOOD SPACER
EXISTING 2X10 SMB GLUED AND NAILED FBC Plans &Engineering
ALUMINUM RISER PAN ROOF (O.H.DOOR SUPPORT) 1\ \ FASTEN NEW 2X8 WOOD TO EXISTING W/16d NAILS AT 24"O.C. Services, Inc.
EXISTING 2X8 SMB CARRIER 2X6 SMB 2 ROWS STAGGERED 6272 Abbott Station Drive Unit 101
EXISTING W/#12 X 2"TEK SCREW MID-SPAN Zephyrhills,fl.33542
2X6 SMB 18"O.C.(2)ROWS STAGGERED
EDGE Phone:(813)788-5314
Fax:1-(866)-824-7894
2X8 WOOD (2)2X12 SYP
Website:www.fbcplans.com
HEADER C.O.A.-#29054
2X4 SYP JAMB.ATTACH
BRACKET W/(3)5/16"X 1-5/8" SIMPSON LSTA STRAP SIMPSON LSTA STRAP
WOOD LAG SCREW OR EQUIV.TYPICAL OR EQUIV.TYPICAL DATE: 02/11/2018
FASTENED PER FASTENED PER
MFGR'S SPECS. MFGR'S SPECS. REVISION: DATE:
ATTACH DOOR TRACK TO HANGERS
AND 2X10 SMB WITH 114"0 X 1" ATTACH JACK STUDS ATTACH JACK STUDS RO 1
BOLTS,NUTS,AND WASHERS TO CONTINUOUS STUD TO CONTINUOUS STUD RO 2
W/16d NAILS AT 24"O.C.
W/16d NAILS AT 24"O.C. TYPICAL RO 3
TYPICAL
ALL GARAGE DOOR HARDWARE TO BE
INSTALLED PER MFGRS SPECIFICATIONS RO 4
2X4 P.T.CONTINOUS STUD 2X4 P.T.CONTINOUS STUD
PROJECT ADDRESS:
(3)2X4 P.T.JACK STUD (3)2X4 P.T.JACK STUD
ATTACH TRACK BRACKET TO 2X4 SYP DALE WURPTS
JAMB.W/(1)5/16"X 1-5/8"WOOD 16'-3"
37346 NEUKOM AVENUE
LAG SCREW PER BRACKET
ZEPHYRHILLS,FL 33541
____EXISTING CON_C_RE_T_E______
EXISTING CONCRETE
GRADE SIMPSON DSP,SSP,SPH OR EQUIV.
2X6 P.T.BASE PLATE
TYPICAL CONTRACTOR:
OVERHEAD DOOR FRAMING AT EACH SIDE OF OPENING FASTENED PER MFGR'S SPECS
HOMEOWNER
FRAMING FOR OVERHEAD DOOR OPENING
WOOD FRAME GARAGE
UNDER EXISTING CARPORT
DETAILS
I HEREBY CERTIFY THAT I HAVE REVIEWED
THIS PLAN AND FOUND IT TO BE IN
HEADERS JACK
BEARING WALL SIZE ' SPAN STUDS TOF2X
STING COMPLIANCE WITH ASCE 7-10 AND FBC 6TH
ALUM. SER PAN ROOF EDITION RESIDENTIAL AND EXISTING
(2)2"x4" 4-4" 1 --__ BUILDING
SUPPORTING (2)2"x6" 6'-4" 1 CAREXISRIEREXISTING 2X6 SMB
ALUMINUM RISER 2X8 SMB CARRIER PAN ROOF (2)2x8" 8-0' 11/2"PLYWOOD SCREWE`(2)2'x10" 9'-6" 2 2X WOOD TOP PLATE '�#14 X 3/4"TEK SCREW EXISTING ALUMINUM O(2)2"x12" 11'-6" 2 AT 18"O.C.,2 ROWS, FOR PLYWOOD N `� Q ••' •�(2)1/2"SPACERS (3)2'x12" 18'-0" 3 ENTIRE LENGTH OF F •; fREMOVE END OF #10 X 1-1/2"TEK SFASTEN 2X WOOD TOP PLATE BEAM,BOTH SIDES • ���A •DBL.HEADERS W/1/2"PLWD.SPACER,GLUED AND AT 16"O.C.,2TO ALUMINUM BEAMNAILED W/16d NAILS(�24"O.C.(2 ROWS STAGGERED) NEW 2X8 SMB W/#10 X 2-1/2"TEK SCREW AT 16"O.C.1/2"P.T.PLYWOOD SHEA NEW 2X8 SMB FINISH W/VINYL SIDI2X P.T.WOOD STUDS O: OF
PRODUCT APPROVAL CODE CHART CHOICE PER MFGR'S SAT 16"O.C. �� • ••����
STRUCTURAL COMPONENTS io 0- �••R Io�•••e,
SIMPSON SP1/SP2 FL10456
SIMPSON Ha/Hz.5T Fuoass FRAME WALL ATTACHMENT ILE � AL
SIMPSON H10A FL11478 SLIDE NEW 2X8 SMB UNDER EXISTING ALUMINUM BEAM
SIMPSON DSP FL10456 OVER EXISTING 2X8 ENGINES M EC0RD:
SIMPSON SPH FL10456 SMB CARRIER AND
SIMPSON ABU/ABW FL10849 SECURE AS SHOWN NEW 2X8 SMB 0.060"MIN. David W. Smith P.E.
SIMPSON LSTA/MSTA FL10852 RECEIVING CHANNEL
FLORIDA LICENSE NUMBER:53608
SIMPSON 0616 FL10852 MODIFIED CARRIER SMB
SIMPSON HTT5 FL13872.17
DETAILS 2xsM8 Thomas L. Hanson P.E.
ALL CONNECTORS AND FASTENERS IN PER PLAN FASTEN RECEVING CHANNEL FLORIDA LICENSE NUMBER:38654
CONTACT W/TREATED WOOD SHALL BE c9 TO WALL WITH 1/4"0 X 2"
ZINC COATED GALVANIZED STEEL OR _i z LAG SCREWS,1 PER 2
SIMPSON'ZMAX FASTEN BEAM TO RECEIVING ¢ INCHES OF BEAM HEIGHT Mark Ronald Dunn,Jr. P.E.
CHANNEL W/#10 X 3/4"TEK SCREW, FLORIDA LICENSE NUMBER:73968
ALL WOOD STUDS 1 PER INCH OF BEAM HEIGHT, LL
AND BLOCKING FOR ISTAGGERED,BOTH SIDES Joel Falardeau P.E.
WALLS SHALL BE 2X4 I ALUMINUM BEAM TO WOOD WALL FLORIDA LICENSE NUMBER:70667
FASTEN 2X WOOD TOP Erik Stuart P.E.
EXISTING
FLORIDA LICENSE NUMBER:77605
EXISTING ALUMINUM PAN ROOF PLATE TO ALUMINUM BEAM ALUMINUM RISER PAN ROOF
W/#10 X 2-1/2"TEK SCREW
2X BLOCKING FOR NOTE:VINYL SIDING MUST BE INSTALLED
AT 16"O.C. FBC Plans &Engineering
PANEL SPLICE WHERE OVER A MINIMUM 7/16"WOOD STRUCTURAL
WALL HEIGHT EXCEEDS 2X WOOD TOP PLATE PANEL SHEATHING(PLYWOOD OR OSB)
PANEL LENGTH - - - - EXISTING WITH AN APPROVED WEATHER RESISTANT Services, Inc.
EXISTING 2X6 SMB 2X6 SMB EDGE 6272 Abbott Station Drive Unit 101
2X TOP PLATE(ONLY NON-TREATED BARRIER PLACED UNDER THE SIDING. P Yr
Ze h htlls,fl 33542
2X WOOD CRIPPLE WOOD IN CONTACT W/ALUMINUM ROOF OR Phone:(813)788-5314
STUDS AT 16"O.C. PROVIDE IMPERVIOUS MOISTURE BARRIER) WALL PANELS(PLYWOOD)NAILING NOTE: Fax:1-(866)-824-7894
DBL.2X HEADER WITH DBL.2X HEADER WITH 1/2"PLYWOOD SPACER NAIL 8d NAILS 6"O.C.AT EDGES AND 12"O.C.IN Website:www.tbcplans.com
1/2"PLYWOOD SPACER OVER WINDOWS/DOORS.SEE HEADER TABLE FIELD.ROWS OF NAILS SHALL BE 1/2"MIN.FROM C.O.A.-#29054
- _____ - - PER TABLE PANEL EDGES.PLYWOOD SHEATHING SHALL OVERLAP
INSTALL WINDOWS PER MFGR'S BOTH TOP AND BOTTOM PLATES.ALL FASTENERS NAILED
INSTALLATION INSTRUCTIONS PER MFGR'S SPECIFICATIONS.
DATE: 02/11/2018
0 1/2"P.T.PLYWOOD,MIN.2'HIGH WHEN SHEATHING PANELS ARE CONTINUOUS FROM TOP
a SIMPSON LSTA STRAP OR (NON-P.T.OR OSB ALLOWED ABOVE 2')
EQUIV.TYPICAL SHEATHING SHALL OVERLAP BOTTOM AND TO BOTTOM PLATE(8'-0"OR LESS)SIMPSON STUD REVISION: DATE:
FASTENED PER MFGR'S SPECS. TOP PLATES.COVER WITH APPROVED PLATE TIES ARE REQUIRED ONLY AT THE CORNERS
m AND EACH SIDE OF OPENINGS,AND SHEATHING IS RO 1
D WEATHER RESISITANT BARRIER SUCH AS A
POLY WEATHER
HOUSE WRAP PER MFGR'S SPECS. NAILED PER PANEL NAILING NOTE. RO 2
2X P.T.WOOD STUDS AT 16"O.C. WHEN SHEATHING PANELS ARE NOT CONTINUOUS,
+� Z VINYL SIDING OF CHOICE APPILIED PER MFGR'S SPECS. RO 3
SIMPSON STUD PLATE TIES ARE REQUIRED AT ALL STUDS.
co X 2X P.T.WOOD STUDS i 16"O.C. RO 4
w 2X WOOD JACK STUD PER TABLE
ATTACH TO CONTINUOUS STUD 2X P.T.BASE PLATE WALL PANELS(PLYWOOD)TO ALUMINUM POST:
W/16d NAILS AT 24"O.C. 1/2"0 WEDGE ANCHORS W/STANDARD WASHERS,12"FROM ATTACH PLYWOOD TO ALUMINUM POST PROJECT ADDRESS:
W/#10 X 1-1/4"TEK SCREW AT 12"O.C.
SIMPSON DSP,SSP,SPH OR EQUIV. CORNERS,6"FROM OPENINGS AND 24"O.C.WITH 4"MIN.
AT EACH SIDE OF OPENING EMBEDMENT AND 1-3/4"MIN.EDGE DISTANCE,TYPICAL. DALE WURPTS
LWFASTENED PER MFGR'S SPECS. 37346 NEUKOM AVENUE- - - Ill / EXISTING 4"2500 PSI CONCRETE SLAB
W/6"X 6"#10 WWM(OR FIBERMESH) ZEPHYRHILLS,FL 33541
EXISTING CONCRETE iD PER R318.7 GRADE OVER 6 MIL.POLY VAPOR BARRIER
- --- W/EDGES LAPPED 6"AND SEAMS TAPED,..\ OVER CLEAN,COMPACTED,TERMITE CONTRACTOR:
SP1 OR H3 2X P.T.WOOD BASE PLATE TREATED SOIL.
TYPICAL TOP AND BOTTOM HOMEOWNER
FASTENED PER MFGR'S SPECS.
FRAMING FOR OPENING WITH HEADER (1)#5 REBAR CONTINUOUS EXISTING
INSTALL WINDOWS/DOORS IN OPENINGS 8"X 8"FOOTER WOOD FRAME GARAGE
PER MFGR'S INSTALLATION INSTRUCTIONS WALL SECTION / DETAILS UNDER EXISTING CARPORT
DETAILS