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Fenniun City Of ZephyrhiliS PERMIT NUMBER
5335 Eighth Street
Zephyrhills, FL 33542 BGR-001364-2021
Phone: (813)780-0020
Fax: (813)780-0021 Issue Date: 02/08/2021
•
Permit Type: Building General (Residential)
Property.Number Street Address
34 25 21 0180 00000 3270 37609 Corey Lewis Avenue
Owner Information Permit Information Contractor Information
Name: JAMES&KELLY MEEKS Permit Type:Building General(Residential) Contractor: B& H CONSTRUCTION OF
Class of Work:Alumiumn Package CENTRAL FL. INC.
Address: 7782 Lower Gateway Loop UNIT Building Valuation:$43,000.00
2228
q�pc�Fl Electrical Valuation:$1,000.00
32827
Phone: �Ts)air7300 Mechanical Valuation:$0.00
Plumbing Valuation:$0.00 f
Total Valuation:$44,000.00 /
Total Fees:$450.00 �� I
Amount Paid:$450.00
Date Paid:2/8/2021 12:22:27PM
Project Description
INSTALLATION SHED/PORCH/CARPORT
Application Fees
Building Plan Review Fee $127.60 Electrical Plan Review Fee $22.50
Building Permit Fee $255.00 Electrical Permit Fee $45.00
REINSPECTION FEES: (c)With respect to Reinspection fees will comply with Florida Statute 553.80(2)(c)the
local government shall impose a fee of four times the amount of the fee imposed for the initial inspection or
first reinspection,whichever is greater,for each subsequent reinspection.
Notice: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that
may be found in the public records of this county, and there may be additional permit required from other governmental
entities such as water management, state agencies or federal agencies.
"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 add fee 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.
CONTRACTOR SIGNATURE PE IT OFFICE
PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED
PROTECT CARD FROM WEATHER
INSTR#2021006890 OR BK 10256 PG 2381 Page lofi
0111312021 09:46 AM Rcpt 2248139 Rec7 10.00 DS:0.00 IT:0.00
Nikki Alvarez-Sowles,Esq.,Pasco County Clerk&Comptroller
tile P."10 No_ I -- -___--
NOTICE OF COMMENCEMENT tj
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WARNM To OWNER:
ANY
PAYMENTS DE fY THEMTM MMPIR.TIO OF WE NOTICE OF COWE�
ARE CONSWEM0 IMPROPER PAYMENTS,uwEIC IP SECrON U.13.FLOR40A cTATLnW.ANO CAN
RESMTN YOUR PAYWQ TWICE FOR IMPROVEMEWS TO i6UR
PROAAff. A NOTICE OF COMNAfiNCEMEtir MUST BE
-= IF YOU WTENOTIO OBTAJN KWCM,CONSL%T
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EXPIRES September 13.2022
813-780-0020 City of Zephyrhills,Permit Application Fax-813-780-0021
Building Department
Date Received /
�/ Phone Contact for Permitting ( 813 78 '1064
Owner's Name Meek, James & Kelly" Owner Phone N fjiber 30
Owner's Address. 7782 Lower Gateway Loop Unit 2228 Orlando,FI 32827 Owner Phone NumZ1
Fee Simple Titleholder Name Owner Phone Number
Fee Simple Titleholder Address
JOB ADDRESS 37609 Corey Lewis Avenue LOT#
SUBDIVISION Grand Horizons-Phase Four PARCEL ID# 34-25-21-0180-00000'3270
(OBTAINED FROM PROPERTY TAX NOTICE)
WORK PROPOSED B NEW CONSTR® ADD/ALT = SIGN = = DEMOLISH
INSTALL REPAIR
PROPOSED,USE = SFR 0 COMM = OTHER
TYPE OF CONSTRUCTION = BLOCK 0 FRAME = STEEL =
DESCRIPTION OF WORK Carport, Shed, Screen in Factory Porch, Concrete & Steps
BUILDING.SIZE SQ FOOTAGE 784 HEIGHT
BUILDING r$43,000.007 VALUATION OF TOTAL CONSTRUCTION
®ELECTRICAL $1,000.00 AMP SERVICE = PROGRESS ENERGY = W.R.E.C.
=PLUMBING $
=MECHANICAL $ VALUATION OF MECHANICAL I S ALLATION
2 1 r
=GAS ROOFING 0 SPECIALTY = OTHER
FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO
BUILDER COMPANY B & H Construction of Central Florida, Inc.
SIGNATURE REGISTERED Y/N. FEE CURREN
Address 4025 orr s Bridge Road Zephyrhills Florida 33543 License# CBC0577-82
ELECTRICIAN Y James O Morton Electric CO Inc.
SIGNATURE REGISTER D Y/N FEE CURREN Y/N
Address 36906_Eil nd Blv ephyrh' s, Florida 539. License# I ER0002443 .
PLUMBER COMPANY
SIGNATURE REGISTERED Y/N FEE CURREN
Address License#
MECHANICAL COMPANY
SIGNATURE REGISTERED Y/N J FEE CURREN
Address License#
OTHER COMPANY
SIGNATURE REGISTERED Y/N FEE CURREN
Address License#
4 119 Y .s a V i"1i 1t-t'1E 1t 1€1.H 1t 1t t.11 1.i 1.' -x it.1,.1e Q.x if a f.a fl_Iii.111,1f.1t a v 1t.1t 1.1 I'1i.a 144. 11 1i-11 1t 1_Y.1-3 1 a t-.
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-
Fill out application completely.
Owner&Contractor sign back of application,notarized
If.over$2500,a Notice of Commencement is.required.(A/C upgrades over$7500)
`* 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
813-780-0020 City of Zephyrhills;Permit Application Fax-813-780-0021
Building Department
NOTICE OF DEED RESTRICTIONS:The undersigned understands that this permit may be subject to"deed"restrictions"which may be more restrictive.
than County regulations.The undersigned assumes responsibility for compliance with any applicable deed restrictions.
UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES:If the owner has hired a contractor or contractors to undertake work,they
may be required to be licensed in accordance with state and local regulations.If the contractor is not licensed as required by law,both the owner and
contractor may be cited for a misdemeanor violation under state law.If the owner or intended contractor are uncertain as to what licensing requirements
may apply for the intended work,they are advised to contact the Pasco County Building Inspection Division—Licensing Section at 727-847-8009.
-Furthermore,if the owner has hired a contractor or contractors,he is advised to have the contractor(s)sign portions of the"contractor Block"of this
application for which they will be responsible.If you,as the owner sign as the contractor,that may be an indication that he is not properly licensed and,is
not entitled to permitting privileges in Pasco County.
TRANSPORTATION IMPACT/UTILITIES IMPACT AND RESOURCE RECOVERY FEES:The undersigned understands
that Transportation Impact Fees and Recourse Recovery Fees may apply to the construction of new buildings,change of use in existing buildings,or
expansion of existing buildings,as specified in Pasco County Ordinance number 89-07 and 90-07,as amended.The undersigned also understands,that
such fees,as may be due,will be identified at the time of permitting.It is further understood that Transportation Impact Fees and Resource Recovery
Fees must be paid prior to receiving a"certificate of occupancy or final power release.If the project does not involve a certificate of occupancy or final
power release,the fees must be paid prior to permit issuance.Furthermore,if Pasco County Water/Sewer Impact fees are due,they must be paid prior
to permit issuance in accordance with applicable Pasco County ordinances.
CONSTRUCTION LIEN LAW(Chapter 713,Florida Statutes,as amended):If valuation of work is$2,500.00 or more,I certify that I,the applicant,
have been provided with a copy of the"Florida Construction Lien Law—Homeowner's Protection Guide"prepared by the Florida Department of
Agriculture and Consumer Affairs.If the applicant is someone other than the"owner",I certify that I have obtained a copy of the above described
document and promise in good faith to deliver it to the"owner"prior to commencement.
CONTRACTOR'SIOWNER'S AFFIDAVIT:I certify that all the information in this application is accurate-and that all work will be done in compliance with
all applicable laws regulating construction,zoning and land development.Application is hereby made to obtain a permit to do work and installation as
indicated.I certify that no work or installation has commenced prior to issuance of a permit and that all work will be performed to meet standards of all
laws regulating construction,County and City codes,zoning regulations,and land development regulations in the-jurisdiction.I also certify that I
understand that the regulations of other government agencies mayapply to the intended work,and that it is my responsibility to identify what actions I
must take to be in compliance.Such agencies include but are not limited to:
Department of Environmental Protection-Cypress Bayheads, Wetland Areas and Environmentally Sensitive
Lands,Water/Wastewater Treatment.
- Southwest Florida. Water Management District-Wells, Cypress Bayheads, Wetland Areas, Altering
Watercourses.
- Army Corps of Engineers-Seawalls,, Docks, Navigable Waterways.
Department of Health & Rehabilitative Services/Environmental Health Unit-Wells, 'Wastewater Treatment,
Septic Tanks.
US Environmental Protection Agency-Asbestos abatement.
Federal Aviation Authority-Runways.
I understand that the following restrictions apply to the use of fill:
- Use of fill is not allowed in Flood Zone"V" unless expressly permitted.
If the fill material is to be used in Flood Zone "A", it is understood that a drainage plan addressing a
"compensating volume" will be submitted at time of permitting which is prepared by a professional engineer
licensed by the State of Florida.
- If the fill material is to be used in Flood Zone "A" in connection with a permitted building using stem wall
construction, I certify that fill will be used only to fill the area within the stem wall.
If fill material is to be used in any area, I certify that use of such fill will not adversely affect adjacent
properties. If use of fill is found to adversely affect adjacent properties, the owner may be cited for violating
the conditions of the building permit issued under the attached permit application, for lots less than one (1)
acre which are elevated by fill, an engineered drainage plan is required.
If I am the AGENT FOR THE OWNER,I promise in good faith to inform the owner of the permitting conditions set forth in this affidavit prior to
commencing construction.I understand that a separate permit may be required for electrical work,plumbing,signs,wells,pools,air conditioning,gas,or
other installations not specifically included in the application.A permit issued shall be construed to be a license to proceed with the work and not as
authority to violate,cancel,alter,or set aside any provisions of the technical codes,nor shall issuance of a permit prevent the Building Official from
thereafter requiring a correction of errors in plans,construction or violations of any codes.Every permit issued shall become invalid unless the work
authorized by such permit is commenced within six months of permit issuance,or if work authorized by the permit is suspended or abandoned for a
period of six(6)months after the time the work is commenced.An'extension may be requested,in writing,from the Building Official for a period not to
exceed ninety(90)days and will demonstrate justifiable cause for the extension. If work ceases for ninety(90)consecutive days,the job is considered
abandoned.
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR
PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU IN END TO OBTAIN FINANCING, CONSULT
WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING f%V^P%UA
FLORIDA JURAT,(F.S.117.03) 1 COMMENCEMENT.
OWNER OR AGENT CONTRACTOR
Subscribed and sworn to.(or affirmed)before me this Su scribed and 44,4
sworn to o affirmed)before me this
by l l3 24 by Greg Be e
Who is/are personally known to me or has/have produced Who is/are Personally known to me or has/have produced
as identification. as identification.
Notary Public 1 Notary Public
Commission No. Commission No.HH 047833
Amy L.Malatak
Name of Notary typed,printed or stamped Name of Notary typed,printed or stamped
, ,• AMY L.MALATAK .
4 A Commission#HH 047833
Expires September 29,2024
'••RF °P' Bonded 71w Troy Fain Insurance 800,385,7019
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'600 Packard,Oduk•N.5albly.N6[bor,Fladda 34696'",telepho4e(721)726-11,38-. �! �XP� .07D 0965
°: : www:jachornlss tp> fFloar 7Plans pBp (ALL"BIZO W:nraRo><)
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January 11,2021
Re.: : .Attachinent'Beam(Host.Beam)Verification:
Serial Number: 601265
Dealer Names Bay Manufactured Homes
Customer.Name&.Address:.James Meek
37609 Corey Lewis Ave
Zephyrhills;FL 33541
To whom it may concern;
The above listed Jacobsen manufactured home is constructed with a structural attachment beam, or
"host bean!". The design of this,host beam allows an attachment to be made directly.to the included
structural member in lieu of the typically required "fourth wall construction". Please refer to the
serialized floor plamprovided by Jacobsen Homes to verify the'location of the host beam.
This manufactured'home is required to:be set-up or installed,,oh-site, in accordance with.the Jacobsen
Homes"Set-Up Manual" and its "Addendum". Site requirements must be followed to attach a structure
to: the host beam provided. Maximum sizes allowed for any attached structure along: With.the
requirements for perimeter blocking along the entire sid_ewall area where_ the host beam_ is installed,.
are-included in these manuals.
All site installed structures shall be designed by a Professional Engineer(PE) registered in the State of
Florida or as allowed by the Local Authority Having Jurisdiction (LAHJ). Tbe:design shall comply with all
applicable sections.of the Florida Building Code.that is in effect during the time of the construction.of
the addition. All attachment designs and construction are by. others, not Jacobsen Homes. Any site
installed structures shall be subject to-permitting,plan review,.and.inspection(s)by the.LAHJ.
If I can be of further assistance,please feel free to call me at 727-726-1138.
Sincer. ,
J Y B ET rE
aebbsen Homes
File
600 Packard Court,.Safety Harbor,FL 34695
Telephone:727-726=1138 Fax:727=726-7019
National_:800-843-i559 In Florida:800-282-5389
wwwJachomes.com
12/1/2020 Florida Building Code Online
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W)Product Approval
' USER:Public User
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Prdduct Approval Menu>Product or Application Search>implication List>Application Detail '
FL# FL16952-R3
w��4 Application-Type Revision
Code Version 2020 Application.Status Approved
Comments
Archived
Product Manufacturer American Metals Supply,Inc.
Address/Phone/Email 3119 Queen Palm Dr.
Tampa, FL 33619
(813)242-8100
Santos.Gonzalez@americanmetals.us
Authorized Signature Santos Gonzalez'
Santos.Gonzalez@americanmetals.us
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category Roofing
Subcategory Metal,Roofing
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
Evaluation Report-Hardcopy Received
Florida Engineer or Architect Name who developed the Do Kim
Evaluation Report
Florida License PE-49497
Quality Assurance Entity PRI Construction Materials Technologies; LLC
Quality Assurance Contract Expiration Date 05/24/2022
Validated By James L.Buckner, P.E. @ CBUCK Engineering
Validation Checklist-Hardcopy Received
Certificate of Independence FL16952 R3 COI certificate of independence.pdf
Referenced Standard and Year(of Standard)
Equivalence of Product Standards
Certified By
Sections from the Code
1504
1507.4
1609
2002.4
hfps://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wbEVXQwtDgvBwYu9TrZNm9sRhczFZg8O66KcaQhbXYjTJJXjpu%2b9Ow%3d%3d 1/2
12/1/2020 Florida Building Code Online
Product Approval Method Method 2 Option B
Date Submitted 08/12/2020
Date Validated 08/13/2020
Date Pending FBC Approval 08/19/2020
Date Approved 10/13/2020
Summary of Products
FL Model,Plumber or Name Description
16952.1 3" Riser Aluminum Roof Panels 0.020 and 0.030"thick x 3"x 12"wide"riser roof panels
Limits of Use Installation.Instructions
Approved for use in HVHZ: No FL16952 R3 II 2020 AMS FL16952 Installation Dwa_pdf
Approved for use outside HVHZ:Yes Verified By: Do Kim PE 49497
Impact Resistant: N/A Created by Independent Third Party: Yes
Design Pressure: +48.6/-48.6 Evaluation Reports
Other:For use in outdoor patio construction only.See FL16952 R3 'AE 2020 AMS FL16952 Evaluation Report.pdf
installation instructions for other design limitations. Created by Independent Third Party:Yes
Eacic iVext "
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.::PrivaEy 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:
Yqd' Rtff W EChE:
Credit Card
Safe "
https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvBwYu9TrZNm9sRhczFZg8O66KcaQhbXYjTJJXjpu%2b9Ow%3d%3d 2/2
A ICAN AMERICAN METALS SUPPLY-ALUMINUM ROOF PANELS
{MML1 E 3119'Queen Palm Dr.
{S�I Tampa,FL 33619 _ E.osU. 8 ASCE 7.15 Ultimate Design Pressure S an Table TRoof5lo a ExposureC ASCE 7.16 ultimate Design Pressure 5 an Table 5'Roof Slo e
SUPLI.. r (S73)242-S100 OPENSTRUCTURES CLEAR WIND OPEN STRUCTURES CLEAR WIND FtO t� t e
+-•- --- -� l ,.WindSpeed Design Pressure ,0.024"s an k 0.030"s an k Onds eed' ,Oesl nPressure 0.024"s an Ft O,p30"s an ft E)� ^:1 M _
lip +18.2/-16.6 10.0 '12.0 130 +27.2/-24,7 9.60 11.30 fi ABBLICIATEB,LLC
120, +21.7/-19.7 9.8 11.9 120 +32.4f-29.4 gDo 9•70
_ 1W +25.5J-23.2 9.6 - •11.1. 130 .+38.Oj-3a.5 s.zo 9.oD
: C O N S U LTI N S-
I j LOCK PANELS TO INSTALL 140' +29.5/-26.9 9.3 '10.0 140 +44.1/•44.1 7.80 800 STRUCTURAL
I50 +33.9/-30,8 8.5 9.6 250 +50.6/-46 6.B0 7.70 ENGINEERS
i lE0 +38.6/-35.1 160 +57.61-52.3 6.00 6.50
1 � PO BOX 10039
' Tampe,FL 33879
E�posure lt .ASCE 7-16 Ultimate Design Pressures an Table 5'Rotlf Sloe Ex sure C JASCE 7-10 Ultimate Design Pressure Span Table 5'Roof Slo e
OPENSTRUCTUIEs ossmetED INDf PAIMA&MYOPENSTRUCrU .OPEN MUMPES 12 DWINDFLOW&PARrAtLYOPENSTRUCTURES Rev _ Das�IpNon
Wind Speed Oesl n Pressure- .0.024"s n ft. 0.030"s an ft Wind 5 eed Design Pressure 0.02V s an ft- 0.030"s an ft .°
+..._._:..._......_._...__- -. 210 +8.9/-14.5 10.0 12.0 - ° ISSUE
S30• +13.3-29.1 9.Q0' 9.50 QI°0'°
120 +10.61-23.2 9.7 12.0' 120 +75. -34.6 8.20 8•80 suetl m 0RI0N
130 a>zo recPaoouor
• +12.5/-27.3 9.2 9.9 130 +LB,fi/-40.7- .7.50 8AD Q� APcaov
140 +145/-32,6 8.8 9.5 340 +2I.6/•47.1 6.6p 7.10 Q}
PRODUCT APPROVAL,DETAILS: 35p +16.6/-36.3 &0 8.8 150 +24.8/-54.1 5.60 6.00
BLDG CODE: 7th Edition(2020)FLORIDA BUILDING CODE 160 +18 9/41.3 7.4 8.2 160 +28.2/-61.6 5.00 5.00 of
(
Exposure ASCE 7.26 Ultimate Design Pressure S an Table Lr Roof Sloe Ex sure' 2'R
C ASCE 7.16 Ultimate Design an Table ioofslo
LIMITS OF USE: FOR PATIO USE ONLY. 1 QI 1
IiVHZ: NOT FOR USE IN HVHZ OPEN STRUCTURES QEARWINDFLOW
Pe
OPEN STRU[1UpFs CIFAR WIND FLOW
WIn11 Speed DesignPressure 0.024"s an tt 0.030's an k Winds Speed DesignPressure 0.024"s an k 0.030s an ft
0 •+16.1/44.6 10.0' 17.0 110 +24.o%21.s 9.6 1L5 -CARPORTS 12p +19.1/^17,4 30.0 12.0 120 +28.5/-26.0 9.4 30.2
-PATIO COVERS ]30 +22.4/-20.5 0. 12.0 120 +33.5/-90.5 9.4 9.6
-SCREEN E S 340 +26.01-23.7 9.6 .1L3 140 +38.8/-35.4 &1 &9 _ F U)
-SCREEN ENCLOSURES 150 '+299J-27.2 9.3 9.9 I50 +44.6/^40.6. 7.4 &o c Lu
-CANOPIES 160 +34.0/-3L0 8.8 9.4 160 +50.7/-46.2 6.9 7.6 - H
-OTHER SIMILAR MINOR STRUCTURES n ?m Notes:
Ex ure8 ASCE 7-SO Ultimate Desi nPre55ure5 an Table 12'Roof Sfo Ex osureG ASCE 7-IO Ultimate Desi nPressureS an Table L2'RooiSio r!3 0 It X
i. Aluminum roDfpanelS shall be OfalUmlOum alloy 3105-HI or approVedegnal. OPEN STRUCTURES OBSTRUCTED WIND FLOW&PARTLALLY OPEN STRUCNRES OPENSTRUCTURES O UCTED WIND FLOW&PAHnALLYOPEN STRUCTURES N tL Lu
2. Roof panel metal thickness tested:0.024"and 0.030". Wind Speed Desl n Pressure D.024"span k 0.030"span Ik Wind 5 eod Desl nPressure D.024"s an ft1 O.o3D"s an ft L j
3. Product materials conform to ASTM 8209. 230 .+ZOJ-16.3 10.0 12,0 110 +10.5J-24.3 9.5 iza e W 5 to
Q to
4. StaAllndard
inside bend radii are Toler unless otherwise noted. 120 +6.3J-19,4 10.0 12.0. 120 +12.5/-29.0 9.0 9.6 t� a 0
5. Standard Manufacturing Tolerances: 130 +9.8/-22,8 9,7 120 330 +14.6-34,0 8.2 89 e Z L 4~
Dimension+/-0.005 140 +11.4/-2&4 9.3 11.8 140 +16.9/•39.4 7.8 &1 a) 0 O.
RadinS+1-.(}0$ S50I+13.0/-30.4 89 9.5 150 +S9.SI^45.3 6.9 7,5 Q a.a. I-
Angle+I-I° 16D +14.81-34.5 &2' S.9 .16D 22^1/-51.5 6.1 fi.6 F - (� �M 03 6. Product test report for 0.030'and 0.024"Thickness Rolled 3"Riser Roof Panels,Test Report No.: Z U ' a O
W
E9946.01.401-44,Oct.2,2015.ASTM E330/E330M-14.Architectural Testing,Inc.an Intertek
company,2250 Massaro Blvd.,Tampa,FL 33619. C3 0
7. All product performance specifications and construction r11RAWNB11, on
requirements shall be engineered by a
licensed design professional in accordance with the Aluminum Design Manual,Specifications& u �1-Guidetines fSHOWN
orAkrminum Structures.Washington.DC,for wind resistance in conformance to FBC �Chapter 16 for Components and Cladding Loads,ASCE-SEI 7-16 Chapter 30 for Raaf Components
and Cladding for Open Buildings and Partially Open Buildings.Effective area for wind load
1 �
calculations based on 36 sq.feet.
8. Clear wind flow denotes relatively unobstructed wind flow blockage less than or equal to 50%. `. .. Cti.Y' %
. '`S�D'Yltffkfl8d;'P?E�. •<,
Obstructed wind flow denotes objects below roof inhibiting wind flow(>50%blockage)as defined ;FLA'R'66kIf."a ta97
byASCE/SEr7.16. \-7. .run tm,.; z: 97
9. Span schedule show maximum roof panel spans between supports.Interpolation between span _ fJ 11 .tn,_I f _ Klnt a nss'ocjnTEs.,
values is permitted.Max:span deflection limit L/60. �� '+ 3p.. cnr2ssat. .' =
as,P §M?a 10. Mean roof height of structure shall not exceed 15 feet above grade.Span tables for open structures oI :FdTaLOPaL)�y `
based on 1.2° L (/ONai
(+"per foot)&5°max.roof slope.For spans for slope values not shown,linear interpolation is permitted. s rues oE°e.Nt4 Le Ll s=acsn
11. Each roof panel shall be connected per design professional's instructions,but shall have min.of, 019 W b
Do Y51 ra°
(3)-#10 SMS w/neoprene gasket and washer along supports(or other approved connection by design bale
professional)wt min.0^040"thick,6063-T6 aluminum base metal. Support beams shall be i°---.- K�w{_ *%L
"', tr29. rawing No.-140316
D
provided on edge panels parallel to panel span. 3"RISER ROOF.PANELS' 090° �----------
- �. 'SHEET 1 OF 1
_ t
BCIS Home Log In User Registration Hot Topics Submit Surcharge I Stats&Facts Publications Contact Us BCIS Site'Map Unks +Search
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Product Approval Menu>Product or Application Search>Application List>Application Detail -
Y E FL# FL15012-118
Application Type Revision
Code Version 2020
Application Status, . Approved
comments
Archived
Product Manufacturer" C.H.I.Overhead Doors
Address/Phone/Email 1485 Sunrise Drive
Arthur,IL 61911
(217)543-2135 Ext 4273
windloadengineering@chiohd.com
Authorized Signature Pat Hunter"
windloadengineering@chiohd.com.
Technical Representative
Address/Phone/Email
Quality Assurance Representative:
Address/Phone/Email
Category Exterior Doors
Subcategory Sectional Exterior Door Assemblies,
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
Evaluation Report ,Hardcopy Received
Florida Engineer or Architect Name who developed the John E.Scates
Evaluation Report
Florida License PE-51737
Quality Assurance Entity. Architectural Testing;Inc.,an Intertek Company
Quality Assurance Contract Expiration Date 12/31/2023 .
Validated By Kurt Dietrich PE '
Validation Checklist-Hardcopy Received
Certificate of Independence FL15012 R8 COT Cert of Ind Scates 2020•CHI-s.odf, .
Referenced Standard and Year(of Standard) Standard Year
ANSI/DASMA 108 2017
ANSI/DASMA 115 2017
Equivalence of.Product Standards
Certified By
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 10/12/2020
Date Validated 10/14/2020
Date Pending FBC Approval 10/22/2020
Date Approved 12/15/2020
Summary of Products
Go to Page 40 Page 1/2 0 10
FL# Model,Number or Name Description
15012.1 15012.01 Pan Doors, Residential Sectional steel door with or without vinyl backed polystyrene
insulation,for widths 6-00"through 9'-00"see drawing for
applicable pressures.
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL15012 R8 II JambAttachmentDetails 2020 s.pdf
Approved for use outside HVHZ:Yes FL15012 R8 II Z4-09-0131-7 s.pdf .
Impact Resistant: No Verified By: John E. Scates, PE FL-51737
Design Pressure: N/A Created by Independent Third Party: Yes
Other:Sectional doors provided for wind load applications. Evaluation Reports
FL15012 R8 AE F1-15012 Eval Rept.pan s.pdf
Created by Independent Third Party: Yes
15012.2 r19012.02 Pan Doors, Residential Sectional steel door with or without vinyl backed polystyrene
insulation,for widths 6'-00"through 10'-00"see drawing for
applicable pressures.
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL15012 R8 II JambAttachmentDetails 2020 s.pdf
Approved for use outside HVHZ:Yes FL15012 R8 II Z5-09-013L7 s.pd
Impact Resistant: No Verified By: John E. Scates, P.E. FL-51737
Design Pressure: N/A Created by Independent Third Party:Yes
Other:Sectional doors provided for wind load applications. Evaluation Reports
FL15012 R8 AE FL15012 Eval Replan s.pdf
Created by Independent Third Party:Yes
15012.3 15012.03 Pan Doors, Residential Sectional steel door with or without vinyl backed polystyrene
insulation,for widths 6'-00"through 9'-00"see drawing for
applicable pressures.
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL15012 R8 II JambAttachmentDetails 2020 s.pdf
Approved for use outside HVHZ:Yes FL15012 R8 II Z6i-09-01508 s.pd
ImpactResistant:Yes Verified By: John E. Scates, P.E. FL-51737
Design Pressure: N/A Created by Independent Third Party:Yes
Other:Sectional doors provided for wind load and impact Evaluation Reports
applications. FL15012 R8 AE FL15012 Eval Rept pan s.pdf
Created by Independent Third Party:Yes
15012.4 15012.04 Pan Doors, Residential Sectional steel door with or without vinyl backed polystyrene
insulation,for widths 6'-00"through 9'-00"see drawing for
applicable pressures.
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL15012 R8 II JambAttachmentDetails 2020 s.pdf
Approved for use outside HVHZ:Yes FL15012 R8 II Z7-09-013L7 s.pjf
Impact Resistant: No Verified By: John E.Scates, P.E. FL-51737
Design Pressure: N/A Created by Independent Third Party:Yes
Other: Sectional doors provided for wind load applications. Evaluation Reports
FL15012 R8 AE FL15012 Eval Rept pan s.pdf
Created by Independent Third Party: Yes
15012.5 15012.05 Pan Doors, Residential Sectional steel door with or without vinyl backed polystyrene
Insulation,for widths 8'-00"through 14'-00"see drawing for
applicable pressures.
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL15012 R8 II JambAttachmentDetails 2020 s.pdf
Approved for use outside HVHZ:Yes FL15012 R8 II Z9-09-0131-7 s.pdf
Impact Resistant: No Verified By: John E. Scates, P.E. FL-51737
Design Pressure: N/A Created by Independent Third Party: Yes
Other:Sectional doors provided for wind load applications. Evaluation Reports
FL15012 R8 AE FL15012 Eval Replan s.pdf
Created by Independent Third Party: Yes
15012.6 15012.06 Pan Doors, Residential Sectional steel door with or without vinyl backed polystyrene
insulation,for widths 6'-00"through 10'-00"see drawing for
applicable pressures.
-- -------- ---- ------ -------------------- -----------------------
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL15012 R8 II JambAttachmentDetails 2020 s.pdf
Approved for use outside HVHZ:Yes FL15012 R8 II Z3-10-01307 s.pdf
Impact Resistant:No Verified By:John E.Scates,P.E.FL-51737
Design Pressure:N/A Created by Independent Third Party: Yes
Other:Sectional doors provided for wind load application. Evaluation Reports
FLIS012 R8 AE FL15012 Eval Rept pan s.pdf
Created by Independent Third Party:Yes
15012.7 _ 15012.07 Pan Doors,Residential Sectional steel door with or without vinyl backed polystyrene
insulation,for widths 6'-00"through 11'-00"see drawing for
applicable pressures,
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL15012 R8 II JambAttachmentDetails 2020 s.pdf
Approved for use outside HVHZ:Yes FL15012 R8 II Z4-10-01307 s.pdf
Impact Resistant:No Verified By: Jahn E.Scates,P.E. FL-51737
Design Pressure: N/A Created by Independent Third Party:Yes
Other:Sectional doors provided for wind load applications. Evaluation Reports
FL15012 R8 AE FLIS012 Eval Reptpan s.pdf
Created by Independent Third Party:Yes
�15012.8 15012.08 Pan Doors, Residential Sectional steel door with or without Vinyl backed polystyrene
insulation,for widths 6'-00"through 12'-00"see drawing for
applicable pressures.
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL15012 R8 II JambAttachmentDetails 2020 s.pdf
Approved for use outside HVHZ:Yes FL15012 R8 II Z5-10-01307 s.pdf
Impact Resistant:,No Verified By:John E. Scates;P.E. F1551737
Design Pressure: N/A Created by Independent Third Party:Yes
Other:Sectional doors provided for wind load applications. Evaluation Reports
FL15012 R8 AE FL15012 Eval Rept pan s.pdf
Created by Independent Third Party:Yes
15012.9 15012.09 Pan Doors,Residential Sectional steel door with or without vinyl backed polystyrene
insulation,for widths 6'-00"through 10'-00"see drawing for
applicable pressures:
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL15012 R8 II JambAttachmentDetails 2020 s.pdf
Approved for use outside HVHZ:Yes FLIS012 R8 II Z6=10-01307 s.pdf
Impact Resistant: No Verified By: John E. Scates, P.E. FL-51737
Resign Pressure: N/A Created by Independent Third Party: Yes
Other:Sectional doors provided for wind load applications. Evaluation Reports
FL15012 R8 AE FL15012 Eva[ Replan .pdf
Created by Independent Third Party:Yes
15012.10 15012,10 Pan Doors, Residential Sectional steel door with or without vinyl backed polystyrene
Insulation,for widths 10'-00"through 12'-00"see drawing for
applicable pressures
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL15012 R8 II JambAttachmentDetails 2020 s.pdf
Approved for use outside HVHZ:Yes FL15012 k8 1I Z6-10-013L7 s.pdf
Impact Resistant: No Verified By: John E. Scates, P.E. FL-51737
Design Pressure:N/A Created by Independent Third Party: Yes
Other:Sectional doors provided for wind load applications. Evaluation Reports
F1_15012 1t8 AE FL15012 Eval Rept pan s.pdf
Created by Independent Third Party: Yes
15012.11 15012,11 Pan Doors, Residential Sectional steel door with or without vinyl backed polystyrene
insulation,for widths 7'-00"through 10'-00"see drawing for
applicable pressures.
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL15012 R8 II JambAttachmentDetails 2020 s.pdf
Approved for use outside HVHZ:Yes FL15012 R8 II Z8-10-01307 s.odf
Impact Resistant: No Verified By: John E. Scates, P.E. FL-51737
Design Pressure:N/A Created by Independent Third Party:Yes
Other:Sectional doors provided for.wind load applications. Evaluation Reports
FL15012 R8 AE FLIS012 Eva[ Rept pan s.pdf
Created by Independent Third Party:Yes
15012.12 15012.12 Pan Doors, Residential Sectional steel door with or without vinyl backed polystyrene
insulation,for widths 8'-00"through 11'-00"see drawing for
applicable pressures.
Limits of Use Installation Instructions
Approved for use in HVHZ:No F1_1501i R8 II JambAttachmentDetalls 2020 s.pdf
Approved for use outside HVHZ:Yes FL15012 R8 II Z10-10-01307 s.pdf
Impact Resistant: No Verified By: John E.Scates, P.E.FL-51737
Design Pressure:N/A Created by Independent Third Party:Yes
Other:Sectional doors provided for wind load applications. Evaluation Reports
FL15012 R8 AE FL15012 Eval Rept, pans:pdf
Created by Independent Third Party:Yes
15012.13 15012.13 Pan Doors, Residential Sectional steel door with or without vinyl backed polystyrene
insulation,for widths 6'-00"through 10'-06"see drawing for
applicable pressures.
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL15012 R8 II JambAttachmentDetails 2020 s.p f
Approved for use outside HVHZ:Yes FL15012 R8 II Z10i-10-01508 s.odf
Impact Resistant:Yes Verified By: John E. Scates, P.E. FL-51737
Design Pressure: N/A Created by Independent Third Party:Yes
Other:Sectional doors provided for wind load and impact Evaluation Reports
applications. FL15012 R8 AE FL15012 Eval Re pf pan s.pdf
Created by Independent Third Party: Yes
15012.14 15012.14 Pan Doors, Residential Sectional steel door with or without vinyl backed polystyrene
insulation,for widths IV-00"through 16'-00"see drawing for
applicable pressures.
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL15012 R8 II JambAttachmentDetails 2020 s.pdf
Approved for use outside HVHZ:Yes FL15012 R8 II Z3-16-01307 s.pdf
Impact Resistant: No Verified By: John E. Scates, P.E. FL-51737
Design Pressure: N/A Created by Independent Third Party:Yes
Other:Sectional doors provided for wind load applications. Evaluation Reports
FL15012 R8 AE FL15012 Eval Rept pan s.pdf
Created by Independent Third Party:Yes
15012.15 15012.15 Pan Doors, Residential Sectional steel door with or without vinyl backed polystyrene
Insulation,for widths 13'-00"through 16'-00"see drawing for
applicable pressures.
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL15012 R8 II JambAttachmentDetails 2020 s.pdf
Approved for use outside HVHZ:Yes FL15012 R8 II Z3-16-013117 s.pdf
Impact Resistant: No Verified By: John E. Scates, P.E. FL-51737
Design Pressure: N/A Created by Independent Third Party:Yes
Other:Sectional doors provided for wind load applications. Evaluation Reports
FL15012 R8 AE FLIS012 Eval Rept pan s.pdf
Created by Independent Third Party: Yes
15012.16 15012.16 Pan Doors, Residential Sectional steel door with or without vinyl backed polystyrene
insulation,for widths 11'-00"through 16'-00"see drawing for
applicable pressures.
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL15012 R8 II JambAttachmentDetails 2020 s.pdf
Approved for use outside HVHZ:Yes FLIS012 R8 II Z4-16-01307 s.pd�
Impact Resistant: No Verified By: John E. Scates, P.E. FL-51737
Design Pressure: N/A Created by Independent Third Party: Yes
Other:Sectional doors provided for wind load applications. Evaluation Reports
FLIS012 R8 AE FL15012 Eval Rep_pan s.pdf
Created by Independent Third Party:Yes
15012.17 15012.17 Pan Doors, Residential Sectional steel door with or without vinyl backed polystyrene
insulation,for widths 10'-07"through 16'-00"see drawing for
applicable pressures.
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL15012 R8 II JambAttachmentDetails 2020 s.pdf
Approved for use outside HVHZ:Yes FL15012 R8 II Z4i-16-01508 s.pdf
Impact Resistant:Yes Verified By: John E. Scates, P.E. FL-51737
Design Pressure: N/A Created by Independent Third Party:Yes
Other:Sectional doors provided for wind load and impact Evaluation Reports
applications. FL15012 R8 AE FL15012 Eval Rep_pan s.pdf
Created by Independent Third Party:Yes
15012.18 15012.18 Pan Doors, Residential Sectional steel door with or without vinyl backed polystyrene
Insulation,for widths IV-00"through 16'-00"see drawing for
applicable pressures.
Limits of Use Y Installation Instructions
Approved for use in HVHZ: No FL15012 R8 II JambAttachmentDetails 2020 s.pdf
Approved for use outside HVHZ:Yes FL15012 R8 II Z5-16-01307 s.pdf
Impact Resistant: No Verified By: John E. Scates, P.E. FL-51737
Design Pressure: N/A Created by Independent Third Party:Yes
Other:Sectional doors provided for wind load applications. Evaluation Reports
FL15012 R8 AE FL15012 Eval Replan s.pdf
Created by Independent Third Party:Yes
15012.19 v 15012.19 Pan Doors, Residential Sectional steel door with or without vinyl backed polystyrene
insulation,for widths IV-00"through 17'-00"see drawing for
applicable pressures.
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL15012 R8 II JambAttachmentDetails 2020 s.pdf
Approved for use outside HVHZ:Yes FLIS012 R8 11 Z6=16-01307 S,Pd
Impact Resistant:No Verified By:John E.Scates,P.E.FL-51737
design Pressure: N/A Created by Independent Third Party: Yes
Other:Sectional doors provided for wind load applications. Evaluation Reports
FL15012 WAE F1_15012 Eval.RepL.pan s,plif
Created by Independent Third Party: Yes
15012J0 15012.20 Pan Doors, Residential Sectional steel door with or without vinyl backed polystyrene
insulation,for widths 10'-00"through 20'-00"see drawing for
applicable pressures.
Limits of Use Installation Instructions
Approved-for use in HVHZ: No FL15012 k8 II lariibAttachmentDetails 2020 s.pdf
Approved for use outside HVHZ:Yes FL15012 R8 II Z6-16-0131_7 s;pdf
Impact Resistant: No Verified By:John E. Scates,P.E. FL-51737
Design Pressure: N/A Created by Independent Third Party: Yes
Other:Sectional doors provided for wind load applications. Evaluation Reports
FL15612 R8 AE FL15012 Eval R_epjLpgn s.p IF
Created by Independent Third Party:Yes
Go to Page (6 Page 1/240 0
E9 Rig
Contact Us 2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824
The State of Florida is an AA/EEO employer.Copvriaht 2007-2013 State of Florida.::Privagy 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 455.27S(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 of 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 Accepp:
Credit Card
See
When applying back jambs over dry wall or other non-structural wall covering,use longer fasteners to insure minimum embedment required.
This chart applies to 2x6 wood species with specific gravity of 0.55(Southern Pine)or better.
Each anchor requires a 1-1/2"diameter washer that complies with ANSI B18.22.1 type B.
3/8".DeWALTScrew-Bolt+ Embed 3.5",Mn Edge Dist 3.5",Mn spacing 9"
3/8"POWERS Wedge-Bolt+ Embed 3.5",MBn Edge Dist 3.5",Mn spacing 9"
2500'PSI CONCRETE 3/8"Hilti KwikBolt3 Embed 2.5",Mn Edge Dist$",Min spacing 6"
keep each area
MAX-WIDTH1 DESIGN PRESSURE IN POUNDS-PER-SQUARE-FEET(PSF) clear of any back
IN FEET 12 PSF 15 PSF 18 PSF 21 PSF 24 PSF 27 PSF 30 PSF 33 PSF '36 PSF 39 PSF 42 PSF 46 PSF 50 PSF 53 PSF jamb attachment
-
s s' 24" 24" 2a" aa" a4" za" aa" za+' 24" za" za" 24" 2a" 2a" fasteners
10, M. 24" 24" 24" 24" 24" 24" 24" 24" W. 24 24" 24" 24"
12' 24" N. 2a" 24 24" 24" 24" 24" 24" 24" 24" M. 24" 24" s
14' 24" 24•• M. 24" M. 24" 24" M. 24" M. 24" 24" 24" 24" header
15' 24" 24" 24" 24" 24" 24" 24" 24'.' 24" 24" 24" 24" 24" 24"
16' 24" 24" . 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24"
18' 24" 24" 24+' '24" 24" 24" 24" 24" ' 24" 24" 24" 24" 24" 24" 3
20' 24" 24" 24" 24" 24" 24" 24" 2a" .24" 24" 24" 24" 24" 24"
22' M. 24" 24" 24" 24" 24" 24" 24" 20 24" 24" W. N' 24"
24' M. 24" 24" 24". M. 24" 24" 24" 24" M. 2a" 24" 23" 22"
26' 24" 24" 24" 2a" 24l' 24" 24" N. 24" 24" 24" 23" 21" 20"
30' 24" 24" 24" 24" 24" 24" 24" 24" 24" 23" 22" 20" 18" 1T,
3/8".DeWAL T Screw-Bolt+ Embed 3.25",Mn Edge Dist 1.5",Mn spacing 3'
CMU FILLED W/2000 PSI GROUT 3/8".Hilti KwlkBolt3 Embed 2.5",Min Edge Dist 4",Mn spacing 9' Highest anchor installed at
least as high as door opening. a
MAX WIDTH DESIGN PRESSURE IN POUNDS-PER-SQUARE-FEET(PSF)
IN FEET 12 PSF. 15 PSF 18 PSF 21 PSF 24 PSF 27 PSF 30 PSF 33 PSF 36 PSF' 39 PSF 42 PSF 46 PSF 50 PSF 53 PSF Anchors to be evenly spaced between
5 9' 24" 24" 24" 24" .24"' 24" 24" - .24" 24" 24" 24" 24" M' 24" the header and the floor.
10, 24" 24" 24" 24" 2a" 24" 24" 2a" .24" 2a" 24" M. 24" 24"
12' 24" 24,• M. 24" M. 24•' 24" W. 24" .24" 24" 24" 24" 24" 0
14' 24" 24" 24" 24" 24" z4" 24" 24" 24" 24" 24" 23" 21" 20" 2x6 Southern Pine/Structural grade lumber
15, 24" 24" 24" 24"' 24" 24" .24" 24" 24'! 24" 2a" 22" 20" 19" May be counterbored up to 3/9"deep at
16' 24" 24" 24" 24" M. N. 24" 24" 24 24" 22" 20" 19" 18" each anchor location to provide a flush mounting surface.
18, M. 24" 24" 24" 24" 24" N, 24" 23" 21" 20" 18" 1T' 16"
20' 24" 24" 24" 24" M. 24" 24" 23" 21" 19" 18" 16" 15" 14" 0 0
22! 24" 24" 24" 24" 24" 24" 23" 21" 19" 18" 16" 15" .14" 13" First anchor located at no more than
24' 24" W. 24" 24'.' M, 23" 21" 19" 17" 16" 15" 14" 13" 12" 10"above floor,but no
26' 24" 24" 24" 24" 24" 21" 19" 18" 161,' 15" 14" 13" 1a" . 11" less than the minimum edge distance.
30' 24" 24" 24" 24" 21" 19" 17" 15" 1a" 13" 12" 11" 10" 9" to
r
Supporting structural elements shall be designed by a
registered professional engineer for wind loads in addition
to other loads.This drawing does not address the jamb/wall
design,but only door attachment.Jamb/wall construction is
�\ �0••���• sF���� shown only for illustration purposes.The building designer
• ; is responsible for ensuring that the jamb/wall is sufficient
No.51737 w to carry the door live and static loads. This drawing does
a, not address the spring pad connections. Registered
* t * professional engineer may approved an alternative design.
•O�� STATE OF t'W M nn 0�� SCALE
Manufacturer's installation instructions must be followed. Digitally signed.by;John E.Scates,P.E. •� �� •i ff/ I �, I n none
Maximum spacing shown in chart. Date:2020.09.041:1.49:50-05'00', z *�•!��OR�QP:•®\?` ❑I J�J❑ ❑ 0�� DATE
Lesser spacing may be used to avoid interference with door hardware / A19, \ 03-26-2020
• A
and or fastening system,but not less than 8". John E.Scates,P.E. /// /O mt-��\\\�
Load per jamb=0.5 x door width x max positive pressure x door height. 2560 Kin Arthur,Ste 124-54 \ B ack'Jamb Attachment Detail
8"CMU block walls shall comply with ASTM C90. Lewisville,TX 75056 �� 1'10 Concrete Anchors
di Use minimum 20 PSI grout or concrete when tilling CMU. Florida P.E.#51737 Professional Engineer's seal provided only for
Fastener spacing distance may vary+/-1 TXPE 56308;F-2203 verification of windload construction details. C:H.I. Drawing: BJA-101R8
Use Southern Pine table only if both structure and jamb are Southern Pine. 1/2"MIN 1/2"MIN 1/2"MRV 1/2"MIN
Use(SPF)table if the structure is Spruce-Pine-Fir or unknown,2x6,jamb's must always be Southern Pine. ATTACHMENT OF 2x6 ATTACHMENT OF 2x6
Lesser spacing may be used-to avoid interference with door hardware and or fastening system. SOUTHERN PINE JAMB SO ER1,1 pINE JAMB
Maximum spacing shown in chart. %a"SHEATHING ON SHEATHING
Lag screw:3/8"diameter x 3"minimum long;must conform to ANSI/ASME B 18.2.1
When applying back jambs over dry wall or other non structural wall covering,
use longer lags screws to insured-1/2"minimum embedment required.
Washer: 1-1/8"minimum outside diameter,must conform to ANSI B 18.22.1 type A. '/s"x 3"LAG SCREWS
Pre-drill 1/4"diameter pilot holes for lag screw insertion. 1-1/2"minimum lag screw edge distance required on 2x6.
Spruce-Pine-Fir(SPF)STRUCTURE %2"SHEATHING
MAX LAG SCREW SPACING inches FOR DOOR WIDTH max vs DESIGN PRESSURE Ns"x 3-1/2"LAG SCREWS
(inches) (max) keep each area
MAX WIDTH DESIGN PRESSURE IN POUNDS-PER-SQUARE-FEET(PSF) clear of any back
IN FEET 12 PSF 15 PSF 18 PSF 21 PSF 24 PSF 27 PSF 30 PSF 33 PSF 36 PSF 39 PSF 42 PSF 46 PSF 60 PSF 63 PSF jamb attachment
5 9' 24" 2N' 24" 2N- 2N, 2W' 2N' 24" 24" 24" 24" 24" 2F. TV77 fasteners
10, 24" 24" 24", 24" 24" W, 24" 24" 24" 24" '2N' 24" 23" 21"
12' 24 24 24" 24" 24" 24" 24" 24" W. 24" 22" 20" 19" 18"
IN 24" 24" 24" 24" 24" 24" 24" 24" 22" 21" 19" 17" 16" IV, g
15' 24" M. 24" 24" 24„ 24" 24" 23" 21" 19" 18" 16" 15" IN, header
16, 24" 24" 24" 24" 24" 24" 24" 21" 20" 18" 17" 15" IN' 13"
18' 24" 24„ 24" 24 24" 23„ 21" 19" 17" 16" 15" 13" IT' 12l' 8"
20' 24" 24" 24" 24" 24„ 21" 19" 17" 16" 14" 13" IT, 11" 101, /
22' 24" 24" 24" 24" 21" 191. 1T, 15" 14" 13" 12" 11" 10" ' 9" Y
24' 24" 24" 24" 22" 20" 17" 16" IN' 13" 12" 11" 10"' 9" 91, t —
26' 24" 24" 24" 21" 181, 161, AN, 13" 12" 11" 10" T. 8"' 8" T
30' 24" M. 21" 18" 16" IN'• 12" 11" 10" 9" 9" 8" 7" 7"
Southern Pine(SP)STRUCTURE
MAX LAG SCREW SPACING(Inches)FOR DOOR WIDTH(maxi vs DESIGN PRESSURE
MAX'WIDTH DESIGN PRESSURE IN POUNDS-PER-SQUARE-FEET(PSF)
IN FEET 12 PSF 15 PSF 18 PSF 21 PSF 24-PSF 27 PSF 30 PSF 33 PSF 36 PSF.'39 PSF 42 PSF 46 PSF 50 PSF 53 PSF
5 10, 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" 24' 2N' Highest anchor installed 12' 24" 2N' 24" 24 24" 24" 24" 24" 24" 24" 24" 24„ -24" 23" least as high as door opening.
IN 24" 24" 24" 24" 24"- 24" 2N' 24" W. 24" 24" 23" - 21" 20" o
16' 24" 24" 24" 24" 2N' 24" 24" 24" 24" 24" 23" 21" 19" 18"
16' 24" 24" 24" 24" 24" 24" 24" 24" W. 23" 22" 20" 18" 17" Anchors to be evenly spaced between
18, 24" 24 24" 2,C 24" 24" 24" W, W. 21" 19" 17"' Is" I5" the header and the floor.
20' 24" 24" 24" 24"- 24" 24" 24" 22" 20" 19" 17", 16" 14" IN,
22, 24" 2N' 24" 24" 24" W. 22" 20" 18" 17" IV IN' 13" 12" o 0
24' 24" 24„ 24" 2N` 24" 22" 20" 18" 17" 15" IN' 13" 12" Ill, .
26' 24" 24" 24" 24" 23" 21" 19" 17" 15" IN 13" 12" ill, loll
2x6 Southern Pine structural grade lumber.
30' 24" 24" M. 23". 20" 18"' 16" 15„ 137 12" 11" loll 9" 9" May be counterbored up to 3/8"deep at
each anchor location to provide a
r flush mounting surface.
First anchor located at no more than
`��. ®� ,�ENa`,�`• �.//// 10 inches above the floor and
b. I no less than the minimum edge distance.
No.51737 e o
Digitally signed by)ohn E.Scates,P.E. � �s` '$-1ATE OF +�t��'` (�L ED E3 SeA�E hone
Southern Pine(SP)specific gravity=0.55 Date:2020.09.0411:49:24-OS'00' i ; 4r/ -- I I n I ' 0E3Q
Spruce-Pine-Fir(SPF)specific gravity=0.42 ��0 �� �.�OR,Q�j►;`� tiJ❑LLIILLII❑ ❑77 DATE 03-26-2020
Maximum load per jamb=0.5 x(door height)x(door width)x(maximum positive pressure) /j/ (�, `+.
These charts do not address spring pad connections to the building. John E.Scates,P.E. // SO(,NA4 \ Back Jamb Attachment Detail
Alternative design may be approved b a registered professional engineer. 2560 King Arthur,Ste 124-54 ,/
g Y PP Y' g P s �/r1►111� Lag Screw
Supporting structural elements shall be designed by a registered professional Lewisville,TX 75056 J
engineer for wind loads in addition to other loads, Florida P.E.#51737 Professional Engineers seal provided only for C.H.L.DraWiri . BJA-102R7
TXPE 56308.F-2203 verification of windload construction details. g
Self tapping screws
(with steel)
Reverse Angle Only
Screw:1/4"dia x 3/4"self tapping screw;must conform to ANSI/ASME B 18.2.1.
Washer:9/16"O.D.minimum;must conform to ANSI B 18.22.1 type A.
Lowest fastener to be within 10-inches of the floor
For 3/16 jambs,locate screws as shown on door drawing.
For 12ga jambs,use(2)screws at each location shown on door drawing.
Add holes to continuous angle as required to satisfy fastener quantity.
This document does not address spring pad connections to the building.
.100"x 1"fillet welds
-Reverse Angle
Welds performed by a Certified Welder or inspected by a
Certified Welding Inspector to verify integrity of welds.
(E 60XX Electrodes Min 0"x 1"long fillet weld 12 gauge or%c"steel lambs;allowable load per weld=1,272 lbs.
Use all necessary precautions when welding galvanized steel.
Weld to be located vertically on heel off
angle and toe of angle at same locations Locate welds in same location as jamb brackets on door drawing.
as jamb brackets on door drawing.
Minimum of 3 welds per jamb allowed.
Fillet welds to have a straight or convex face surface.
Tack weld toe of angle at same spacing to prevent rotation of track angle.
Cracks and blemishes shall be ground to a smooth
contour and checked to ensure soundness.
.100"x 1"long fillet weld Bracket Mount or This document does not address spring pad connections to the building.
(E60XX Electrodes Min). Leg Out Angle
Weld to be located vertically on heel of
angle and toe-of angle at same locations
as jamb brackets on door drawing.
r
Alternative design may be approved by a registered
`��`aa �•-sC4'. 1/Z professional engineer.
O` ��� Supporting structural elements shall be designed by a registered
�op professional engineer for wind loads in addition to other loads.
•
No.51737 r_ This drawing does not address the jamb/wall design,but only door
• �� s attachment.lamb/wall construction is shown only for illustration
purposes.The building designer is responsible for ensuring that
= *• f * the jambhvall is sufficient to carry the door live and static loads.
Digitally signed byAJohn E.Scates,P.E. �'� �� STATE��' •4� M •Opp SCALE none
Date:2020.09.0411`.49:08-05-00' �0,�►�� .�R��P,:�'S♦` ❑ ❑ ❑1__1r DATE
• O ♦ 3-26-2020
John E.2560 King Arthure Ste 124 54 ,,' & ®NA;�?�``♦
Steel Attachment Detail
Lewisville,TX 15056
J
Florida P.E.#51737 Professional Engineer's seal provided only for
TXPE 56308,F-2203 verification of windload construction details. C.H.I. Drawing: BJA-103R8
3/8"DeWALT Screw-Bolt+Minimum Embedment 3.25",Minimum Edge Distance 1.5",Minimum spacing 3"
3/8"Hilti KwikBolt3 Minimum Embedment 2.5",Minimum Edge Distance 4".Minimum spacing 8",
Hiifi KwikBolt3 not applicable when minimum track bracket spacing is less than 8".If expansion anchors are required,see wall buck mounting instruction BJA-101.
Locate anchors as shown on door drawing.
Lowest anchor to be greater than the minimum edge distance up from the floor and less than 10-inches from the floor.
Load per jamb=0.5 x door width.x max positive pressure x door height
This document does not address spring pad connections to the building.
8"CMU block walls shall comply with ASTM C-90 and shall be filled with minimum 2000 psi grout or concrete.
Move track brackets up or down up to 1-1/2"to avoid installing anchors into grout Iines
— MINIMUM EDGE DISTANCE MINIMUM EDGE DISTANCE
/. V
/*)
`t )
MINIMUM EMBEDMENT MINIMUM EMBEDMENT
MINIMUM Ix4 SPRUCE PINE FIR
TRACK BRACKET MOUNTING SURFACE
MUST BE FULLY SUPPORTED
r
Alternative design may be approved by a registered
professional engineer.
����
\\���� .••�� dfV Supporting structural elements shall be designed by a registered
�\ 'Q ee��c1Er111a�Q,��m� /� professional engineer for wind loads in addition to other loads.
• eM This drawing does not address the jamblwall design,but only door
s attachment.Jamb/wall construction is shown only for illustration
No.51757
purposes.The building designer is responsible for ensuring that
the jambAvall is sufficient to carry the door live and static loads.
SCALE
STATE ;. •• (�� O�0 none
Digitally signed by'John E.Scates,P.E. .� , e�j�C". i�; I „ 1:30
�► V �J�1 DATE
Date:2020.09.0411.48:53-05'00' Off;• .e��?`, �0� 03-26-2020
John E.Scales,P.E. /!'f &)®gip`V:§ CMU Block Wall
2560 King Arthur,Ste 124-54 �4/111510 Attachment Detail
Lewisville,TX 75056 _J
Florida P.E.#51737 Professional Engineer's seal provided only for
TXPE 56308,F-2203 verification of windload construction details. C.H.l. Drawing: BJA-104R8
1/4"Tapcon+(PLUS)Minimum Embedment 2.0",Minimum Edge Distance 1.63",Minimum spacing 3"
1/4"Hilti KwikBolt3 Minimum Embedment 2.0",Minimum Edge Distance 2.63".Minimum spacing 6",
Hilti KwikBolt3 not applicable when minimum track bracket spacing is less than 6".If expansion anchors are required,see wall buck mounting instruction'BJA-101.
Each anchor requires a minimum 9/16"O.D.washer that conforms to ANSI B 18.22.1 type A
Locate anchors as shown on door drawing.
Lowest anchor to be greater than the minimum edge distance up from the floor and less than 10-inches from the floor.
Load per jamb=0.5 x door width x max positive pressure x door height
This document does not address spring pad connections to the building.
Concrete walls shall be minimum 2500 psi concrete and of sufficient strength to resist loads.
MINIMUM EDGE DISTANCE MINIMUM EDGE DISTANCE
MINIMUM EMBEDMENT MINIMUM EMBEDMENT
MINIMUM 1X4 SPRUCE PINE FIR
TRACK BRACKET MOUNTING SURFACE
MUST BE FULLY SUPPORTED
r
`\```�� �'�� Alternative design may be approved by a registered
professional engineer.
`��\'O�►�.`�Na; �'��i Supporting structural elements shall be designed by a registered
% / professional engineer for wind loads in addition to other loads.
\'
51737 �' / This drawing does not address the jamb/wall design,but only door
attachment.Jamb/wall construction is shown only for illustration
NO,
purposes.The building designer is responsible for ensuring that
�r *Digitally signed by John E.Scares,P.E. the jamb/wall is sufficient to carry the door live and static loads.
* ; SCALE
Date:2020.09.0411:48:41 -05'00' %'� : . STA��� ;Aug V.� 000 none
I�,�. OR,_���• DATE
�..
oncrete Wall
John E.Scares P'E /,O,�ss'•- Fi�O�; 13MA0
��� 03-26-2020
2560KingArthur,Ste1i4-54 �111/%l�N11%%%\�. Attachment Detail .
Lewisville,TX 75056 -J
Florida P.E.#51737 Professional Engineer's seal provided only for
TXPE 56308,F-2203 verification of windload construction details. C.H.I. Drawing: BJA-105R7
Refer to door drawing installation instructions for bracket spacing.
To avoid splitting wood,drill pilot holes with 3/16"sized drill bit.
Lag screws must conform to ANSI/ASME B 18.2.1:
use 5/16"diameter x 1-5/8"minimum long when mounting directly to 2x4 southern pine jambs,
longer lag screws required when mounting through wood and drywall or directly to spruce-pine-fir;
1-1/2"minimum Iag screw embedment into southern pine.
2-1/2"minimum lag screw embedment into spruce-pine-fir.
1/2"minimum lag screw edge distance required.
Lag screws must be seated in full height frame members.
1/2" 1/2"
MIN MIN
Y, y
I-1/2"min for southern pine
2-1/2"min for spruce pine fir 1-1/2"min for'southern pine
2-1/2"min for spruce pi pine fir
DRYWALL/SHEATHING �,
SHEATHING
MINIMUM 1X4 SPRUCE PINE FIR—'`" DRY WALL/
TRACK BRACKET MOUNTING
SURFACE MUST BE FULLY '
TRACK BRACKET MOUNTING �E SUPPORTED BY WALL STUDS
SURFACE MUST BE FULLY
SUPPORTED 5/16'MIN.DIAMETER LAG SCREWS
5/16"MIN.DIAMETER LAG SCREWS
r
Digitally signed by John E.Scates,P.E. .~" No.51737 s;
Date:2020.09.04 11:4$:24-05'0O'
�r
For door jambs structural southern pine SP,specific gravity 0.55 or better; SCALE
J P ( ) p g y= ODDnone
spruce-pine-fir(SPF),specific gravity=0.42 or better. :.'0 ; STATE O� ppp
Maximum load per jamb=0.5 x(door height)x(door width)x(maximum positive pressure) r�®��. / ® �. �❑ ❑ ❑ 000 Hare
O /�` �:�iflf�tP11, 03-26-202O
Alternative design may be approved by a licensed professional engineer, f/' FS " «• # N
Supporting structural elements shall be designed by a licensed professional engineer John E.Scates,P.E. Ili SIGNAL ��� Track Bracket Attachment Detail
2560 Kin Arthur,Ste 12454 �18 1111!11 �\ Wood'Jambs
for wind loads in addition to other loads. g
The suitability of the structural building components must be verified by the engineer of Lewisville,TX 75056 -1
record for the building. Florida P.E.#51737 Professional Engineers seal provided only for C.H.I. Di BJA-1O6R5
TXPE 56308,F-2203 verification of windload construction details.. Drawing:
q0ft40PAATWV4 OP
BCIS Home Log In I User Registration Hot Topics Submit Surcharge Stats&Facts Publications Contact Us BCIS Site Map 1 Links .Search
Product Approval
`USER:Public User
Product Approval Menu>Product or Application Search>Apylication List>Appllcatfan Detail
FL# FL993-R17
Application Type Revision
Code Version 2020
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 Kinro,Inc
Address/Phone/Email 2703 College Ave.
Goshen,IN 46528
(574)535-1125
rmanthey@lcil.com
Authorized Signature Rick Wright.
rickw@rwbldgconsultants.com
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category Windows
Subcategory - . Single Hung
Compliance Method Certification Mark or Listing
Certification Agency American Architectural Manufacturers Association
Validated By Ryan J. King,P.E.
Validation Checklist-Hardcopy Received
Referenced Standard and Year(of Standard) Standard Year
AAMA/WDMA/CSA 101/I.S.2/A440 2008
Equivalence of Product Standards
Certified,By
Product Approval Method Method 1 Option A
Date Submitted 09/03/2020
Date Validated 09/10/2020
Date Pending FBC Approval
Date Approved 09/16/2020
Summary of Products
FL# Model,Number or Name Description
993.1 a. 9750 SH Extruded PVC Single Hung Tilt Window"Non-Impact" 1/8"
Annealed Insulated Glass with Nail Fin (Nominal Overall Frame
Size Max.46 x 61)
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL993 R17 C CAC (b)993.1 AAMA Cert.pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant: No 11/18/2025
Design Pressure: +50.0/-50.0 Installation Instructions -
Other:See INST 993.1 for installation instructions. (Note- FL993 R17 II (b)Inst 993.1.odf
Glazing Shall comply with ASTM E1300-04) Verified By: Lyndon F.Schmidt, P.E.43409
Created by Independent Third Party:Yes
Evaluation Reports
FL993 R17 AE fb) Eval 993.1.pdf
Created by Independent Third Party: Yes
993.2 t1b. 9750 SH Extruded PVC Single Hung Tilt Window"Non-Impact" 1/8"
Annealed Insulated Glass with Nail Fin(Nominal Overall Frame
Size Max.36 x 72)
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL993 R17 C CAC (b)993.2 AAMA Cert.odf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant: No 05/20/2024
Design Pressure: +50.0/-66.0 Installation Instructions
Other:See INST 993.2 for installation instructions. (Note- FL993 R17 II (b)Inst 993.2.ndf
Glazing Shall comply with ASTM E1300-04) Verified By: Lyndon F. Schmidt, P.E.43409
Created by Independent Third Party:Yes
Evaluation Reports
FL993 R17 AE (b) Eval 993.2.pdf
Created by Independent Third Party:Yes
993.3 c.9750 SH Extruded PVC Single Hung Tilt Window"Non-Impact" 1/8"
Annealed Insulated Glass with Nail Fin (Nominal Overall Frame
Size Max.48 x 72)
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL993 R17 C CAC (1)993.3 AAMA Cert.odf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant: No 05/20/2024
Design Pressure: +25.0/-25.0 Installation Instructions
Other:See INST 993.3 for installation instructions. (Note- FL993 R17 II (b)Inst 993.3.odf
Glazing Shall comply with ASTM E1300-04) Verified By: Lyndon F.Schmidt, P.E.43409
Created by Independent Third Party: Yes
Evaluation Reports
FL993 R17 AE (b) Eyal-993.3.p ff
Created by Independent Third Party:Yes
993.4 d. 9750 SH Extruded PVC Single Hung Tilt Window"Non-Impact" 1/8"
Annealed Insulated Glass with Aluminum Nail Fin- (Nominal
Overall Frame Size Max.46 x 61)
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL993 R17 C CAC (b)993.4 AAMA Cert.odf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant: No 11/18/2025
Design Pressure: +50.0/-50.0 Installation Instructions
Other:See INST 993.4 for installation instructions. (Note- FL993 R17 II (b)Inst 993.4.odf
Glazing Shall comply with ASTM E1300-04) Verified By: Lyndon F.Schmidt, P.E.43409
Created by Independent Third Party: Yes
Evaluation Reports
FL993 R17 AE (b) Eval 993.4.pdf
Created by Independent Third Party: Yes
-------------- - --------- -- - -- ----- --- --- -------- -----
993.5 e. 9750 SH Extruded PVC Single Hung Tilt Window"Non-Impact" 1/8"
Annealed Insulated Glass.with Aluminum Nail Fin-(Nominal
Overall Frame Size Max. 36 x 72)
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL993 R17 C CAC (b)993.5 AAMA Cert.pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant: No 05/20/2024
Design Pressure: +50.0/-66.0 Installation Instructions
Other:See INST 993.5 for installation instructions. (Note- FL993 R17 II (b)Inst 993,5.odf
Glazing Shall comply with ASTM E1300-04) Verified By: Lyndon F.Schmidt, P.E.43409
Created by Independent Third Party: Yes
Evaluation Reports
FL993 1117 AE (b) Eval 993.5.pdf
Created by Independent Third Party: Yes
993.6 f. 9750 SH i Extruded PVC Single Hung Tilt Window"Non-Impact" 1/8"
�
�
Annealed Insulated Glass with Aluminum Nall Fin- (Nominal
Overall Frame Size Max.48 x 72)
Limits of Use Certification Agency Certificate
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant: No 05/20/2024
Design Pressure: +25,0/-25.0 installation Instructions
Other:See INST 993.6 for installation instructions.(Note- FL993 R17 II (b)Inst 993.6.pdf
Glazing Shall comply with ASTM E1.300-04) Verified By;'Lyndon F. Schmidt, RE,43409
Created by Independent Third Party:Yes
Evaluation Reports
Created by Independent Third Party: Yes
993.7 g. 18000-R VS Extruded Aluminum Vertical Sliding Window"Non-Impact"
5/32".Annealed Monolithic Glass with Nail Fin-(Nominal
Overall Frame Size Max.30 x 60)
Limits of Use Certification Agency Certificate
Approved for use outside HVHZ:Yes Quality Asiurance Contract Expiration Date
Impact Resistant: No 10/19/2021
Design Pressure: +40.0/-50.0 Installation Instructions
Other-See INST 993.7 for installation instructions. (Note- FL993 1117 11 b)Inst 993,7.pdf
Glazing Shall comply with ASTM E1300-04) Verified By: Lyndon F. Schmidt, P.E.43409
Created by Independent Third Party: Yes
Evaluation Reports
�
Created by Independent Third Party:.Yes
993.8 h. 18.000-11 VS Extruded Aluminum' Vertical Sliding Window"Non-Impact"1/8"
Annealed Monolithic Glass with Nail Fin-(Nominal Overall
Limits of Use Certification Agency Certificate
Approved for use outside KVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant: No 10/19/2021
Design'Pressure:+40.0/-40.0 Installation Instructions
Other:See INST 993.8 for installation Instructions. (Note- FL993 1117 11 b).Inst 993.8.pdf
Glazing Shall comply with ASTIVI E1300-04) Verified By: Lyndon F. Schmidt, P.E.43409
Created by Independent Third Party:Yes
Evaluation Reports
Created by Independent Third Party:Yes
993.9 1. 18000-R VS Extruded Aluminum Vertical Sliding Window"Non-Impact"
3/32"Annealed Monolithic Glass with Nall Fin-(Nominal
Overall Frame Size Max.40 x 63)
Limits of Use Certification Agency Certificate
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:No 03/23/2021
Design Pressure: +25.0/-25.0 Installation Instructions
Other:See INST 993.9 for installation instructions. (Note- FL993 R17 11 b)Inst 993,9.pdf
Glazing Shall comply with ASTM E1300-04) Verified By: Lyndon F.Schmidt, P.E.43409
-Created by Independent Third Party:Yes
Evaluation Reports
Created by Independent Third Party: Yes
993.10 j. 9730 SH with Transom Extruded PVC Single Hung Tilt Window With Integral Mulled
Transom"Non-Impact" 1/8"Annealed Insulated Glass with Nail
Fin (Overall Frame.Size Max,46.25"x 84.0)
Limits of Use Certification Agency Certificate
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant: No 03/23/2022
Design Pressure4 N/A Installation Instructions
Other:See INST;93.10 for installation instructions. (Note- F�993 R17 11 b) Inst 993,lo.pd
Glazing Shall comply with ASTM E1300-04) Verified By: Lyndon F.Schmidt, P.E.43409
Created by Independent Third Party:Yes
Evaluation Reports
Created by Independent Third Party: Yes
x,^.0 k. 9730 SH Twin with.Transom Exo"mcu PVC Integral rmnov /~m Single Hung Tilt~movv
with Integral Mulled Transom z»r Annealed
Insulated Glass with Nail Fin(Overall Fnmesuemax. rz.s^x
| 7o.$)
( — ---- �------ -'-------'--------------'—l— '----- —�------' ---'�--'--'----------'---|
/Limits mvUse /Certification Agency Certificate |
Approved for use in HVHZ: No FL993 R17 C CAC (b)993,11 AAMA Cert(DP Pos 40 Neg
Approved for use outside HVHZ:Yes 40)_p_df
Impact Resistant: No FL993 R17 C CAC (12)993.11 AAMA Cert(DP Pos 40 Neg
Design Pressure: N/A 50)_pdf
Other:See INST 993.11 for installation instructions. (Note- Quality Assurance Contract Expiration Date
Glazing Shall comply with ASTM E1300-04) 07/11/2022
Installation Instructions
FL993 R17 II (b)Inst 993.11.pdf
Verified By: Lyndon F.Schmidt, P.E.43409
Created by Independent Third Party:Yes
Evaluation Reports
FL993 R17 AE (b) Eval 993.11.pdf
Created by Independent Third Party: Yes
993.12 I. 9730 SH Triple Extruded PVC Integral Mulled Triple Single Hung Tilt Window
"Non-Impact" 1/8"Annealed Insulated Glass with Nail Fin
(Overall Frame Size Max. 109.0"x 68.0")
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL993 R17 C CAC (b)993.12 AAMA Cert(DP Pos 40 Neg
Approved for use outside HVHZ:Yes 40)_pdf
Impact Resistant: No FL993 R17 C CAC (b) 993.12 AAMA Cert(DP Pos 40 Neg
Design Pressure: N/A 50_pdf
Other:See INST 993.12 for installation instructions. (Note- Quality Assurance Contract Expiration Date
Glazing Shall comply with ASTM E1300-04) 04/24/2025
Installation Instructions
FL993 R17 II (b)Inst 993.12.pdf
Verified By: Lyndon F. Schmidt, P.E.43409
Created by Independent Third Party: Yes
Evaluation Reports
FL993 R17 AE (b) Eval 993,12,pdf
Created by Independent Third Party:Yes
L'adt IL'c::i
Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824
The State of Florida Is an AA/EEO employer.Coo r ht 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 mall.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:
e0hect ®.
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Safe
%
�` .- � n
31.75 MAX.OVERALL HN WIDTH
3501 CR 6 EAST
30.0-MAX.OVERALL FRAME WIDTH Ql',
ELKHART, IN 46514 �y,• :'�� °n01m
za
O0 �————
aq.r�
0
SERIES 18000—R VS ��'— Ng 9aoa0.
maa9!
ALUMINUM VERTICAL E-� -_ �
SLIDING WINDOW I ® I sa
w/ NAILING FIN I 3
i oz
"NON-IMPACT" I ��� I 15 3 ZU
J j
3 GENERAL NOTES > <
o w
1. This product anchoring drawing has been developed in compliance with the 7th Edition 'O I d
(2020)Florida Building Code(FBC)excluding the"High Velocity Hurricane Zone".See the I / I o
Certification Agency Certificate for saes,specifications and ratings. g
o I a a a
2. Product anchors shall be as listed and spaced as shown on details.Anchor embedment to I I a
base material shall be beyond wall dressing,stucco,foam,brick and other wall coverings. I I o> >m
I I
3. Wood screws shall be installed Following Installation instructions of ANSI/AF&PA NDS 2015.All I I
g other fastener types to be Installed following fastener manufacturer's installation instructions. j- 1
4. Fastener embedment depths,edge distances and center-centeurer n no rdistances shall be as I I wspecified by the fastener manufact but i instance shall they be less than shown in this I N odrawing. I iE N
-
5. Where shims are used,they must be a'tlgid/stiff'material that compiles with the o o
requirements of the FBC.
S oov'o .
6. Positive and negative design pressure requirements for use with this drawing shall be
a determined by others for speck jobs in accordance with the governing code. N^2=
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3 Horizontal&vertical cross secfions and glaring detail x 61.62" 30.0"x 60.0" +4Q,0 -40:0 oxnwnc uo.: a
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$� Q ,PRODUCT: Document,Prepared By:—oV, .••
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UPDATE TO 7TH ED. 2020 FBC DAC VERTICAL SIJDINC WINDOW P.E. No. 4340 UPDATE TO 6TH ED. 2017 FBC JKw REVISE FRAME SRE NEW iESi LFS PART OR ASSEA7BLY: ///�� BUILDING CONSULTANTS, INC.
UPDATE TO 5TH ED. 2014 FBC JK '1 li P.O. Box 230. VDlrieo, FL 33595
t HORIZONTAL & VERTICAL CROSSn� BY SECTIONS & BILL OF MATERIALS Phone No.: 813.859.9197
REVISIONS I FBPE Regletry No. 9813
'�201 2 R.W.BUILDING CONSULTANTB INC.
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UPDATE TO 7TH E0. 2020 FBC OAC VERTICAL SLIDING.WINDOW P.E. No. 43+t08 frrjrr ON
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NO DATE gY HORIZONTAL & VERTICAL"CROSS Phone No.: 813.859.9197
REVISIONS SECTIONS AND GLAZING DETAIL FBPE Registry No. 9813
2012 R.W.BUILDINe CONBULTnNTe INC.
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CONCRETE ANCHOR NOTES:
1. Concrete anchor locations at the comers may be adjusted to maintain the min. N G uj in N
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wood screws to prevent the splitting of wood. sxcEr 4 a
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BCIS Home Log In I User Registration. Hot Topics Submit Surcharge Stats&Facts Publications I Contact U.s "� BCIS Site Map I Links Search
Honda
Product Approval
— USER:Public User
Product Approval Menu>Product or Application Search>Application List>Application Detail -
FL# FL12231-R5
�Y Application Type Revision
Code Version 2020
Application Status Approved
Comments
Archived
Product Manufacturer Style Crest Inc.
Address/Phone/Email 600 Hagerty Drive
Fremont,OH 43420
(419)333-5835 -
16wis.pope@stylecre.st.net
Authorized Signature - Lewis Pope
lewis.pope@stylecrest.net
Technical Representative Lewis Pope
Address/Phone/Email 600 Hagerty Drive
Fremont,OH 43420
(419)333-5835
lewis.pope@stylecrest.net
Quality Assurance Representative Lewis Pope
Address/Phone/Email 600 Hagerty Drive
Fremont,OH 43420
.(419)333-5835
lewi.s.pope@stylecrest.net
Category Panel Walls
Subcategory Siding.
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
Evaluation.Report-Hardcopy Received "
Florida Engineer or Architect Name who.developed the Douglas Berger,PE
Evaluation Report
Florida License PE-84578
Quality Assurance Entity Architectural Testing,Inc.,an Intertek Company
Quality Assurance Contract Expiration Date 12/31/2023
Validated By William R. Heiden III,P.E.
f,' Validation Checklist-Hardcopy Received
Certificate of Independence FL12231 R5 COI Cert of Independence DJB 2018-04-11 lidf.
Referenced Standard and Year(of Standard) Standard Year
ASTM D3679 2017
Equivalence of Product Standards
Certified By Florida Licensed Professional Engineer or Architect
FL12231 R5 Equiv Equivalehce'of Product Standards.pdf
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 10/09/2020
Date Validated 10/19/2020
Date Pending FBC Approval 10/26/2020
Date Approved 12/15/2020
Summary of Products
FL# Model,Number or Name Description
12231.1 6.5 Beaded Vinyl Siding Beaded 6.5 Configuration
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL12231 RS II Installation Instructions,pdf
Approved for use outside HVHZ:Yes FL12231 R5 II VSI-2020 Installation-Manual.pdf
Impact Resistant: No Verified By: Douglas Berger, PE PE84578
Design Pressure: +N/A/-45 Created by Independent Third Party: Yes
Other: Evaluation Reports
FL12231 RS AE Evaluation Report STC111111-8.pdf
Created by Independent Third Party: Yes
12231.2 Board and Batten Vinyl Siding Board and Batten 7 Configuration
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL12231 R5 II Installation Instructions.pdf
Approved for use outside HVHZ:Yes FL12231 R5 II VSI-2020 Installation-Manual.pdf
Impact Resistant: No Verified By: Douglas Berger, PE PE84578
Design Pressure: +N/A/-65 Created by Independent Third Party: Yes
Other: Evaluation Reports
FL12231 R5 AE Evaluation Report STC111111-8.pdf
Created by Independent Third Party: Yes
12231.3 Fairfield and Alpine Ridge Vinyl D4, DL4, DS and DL5 Configurations
Siding
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL12231 R5 II Installation Instructions,pdf
Approved for use outside HVHZ:Yes FL12231 R5 II VSI-2020 Installation-Manual.pdf
Impact Resistant: No Verified By: Douglas Berger, PE PE84578
Design Pressure: +N/A/-123 Created by Independent Third Party:Yes
Other: Design pressure varies based on the installation Evaluation Reports
method. Please refer to the evaluation report for the proper FL12231 R5 AE Evaluation Report STC111111-8.pdf
design pressure based on the installation. Created by Independent Third Party: Yes
1 3 Oak Harbor and Bristol Bay Vinyl D4,DL4.5, D5, DL5 Configurations
Siding
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL12231 R5 II Installation Instructions.pdf
Approved,for use outside HVHZ:Yes FL12231 R5 II VSI-2020 Installation-Manual.pdf
Impact Resistant: No Verified By: Douglas Berger, PE PE84578
Design Pressure: +N/A/-123 Created by Independent Third Party:Yes
Other: Design pressure varies based on the installation Evaluation Reports
method. Please refer to the evaluation report for the proper F62231 R5 AE Evaluation Report STC111111-8.pddf
design pressure based on the installation. Created by Independent Third Party: Yes
12231.5 Pro Pride Vinyl Siding DL4.5 Configuration
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL12231 R5 II Installation Instructions.pdf
Approved for use outside HVHZ:Yes FL12231 R5 II VSI-2020 Installation-Manual.pdf
Impact Resistant: No Verified By: Douglas Berger, PE PE84578
Design Pressure: +N/A/-111 Created by Independent Third Party:Yes
Other: Design pressure varies based on the installation Evaluation Reports
method. Please refer to the evaluation report for the proper FL12231 R5 AE Evaluation Report STC111111-8.pdf
design pressure based on the installation. Created by Independent Third Party:Yes
12231.6 Spiegel Grove and Addison Heights D4, DL4.5, D5, DL5 and T3.33 Configurations
Vinyl Siding
Limits of Use -_-_ -._----_----- - Installation Instructions- --------—_
Approved for use in HVHZ: No FL12231 R5 II Installation Instructions.pdf
Approved for use outside HVHZ:Yes FL12231 R5 II VSI 2020 Installation-Manual.pdf
Impact Resistant: No Verified By: Douglas Berger, PE PE84578
Design Pressure: +N/A/-125 Created by Independent Third Party: Yes
Other: Design pressure varies based on the installation Evaluation Reports
method. Please refer to the evaluation report for the proper FL12231 R5 AE Evaluation Report STC111111-8.pdf
design pressure based on the installation. _ Created by Independent Third Party:Yes
1.2231.7 The Carrington Collection D4 and DL4,5 Configurations
Limits of Use Installation Instructions
Approved for use in HVHZ:_No FL12231 R5 II Installation Instructions.pdf
Approved for use outside HVHZ:Yes FL12231 RS II-VSI-2020 Installation-Manual,ff"
Impact Resistant: No Verified By: Dougla's Berger, PE PE84578
Design Pressure: +N/A/-71 Created by Independent Third Party:Yes
Other:Design pressure varies based on the installation Evaluation Reports
method, Please refer to the evaluation report for the.proper FL12231 R5 AE Evaluation Report STC111111-8.pdf
design pressure based on the installation. Created by Independent Third Party:Yes
- Back Ncxt
contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824
The State,of Florida is an AA/EEO employeK 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.'0ursuant to Section 455.2�5{2},
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:
Credit Card'
Safe
ROMFL12231-R5
Installation Instructions: Attachment Details
Table 1:Allowable Pressures
Allowable Pressure"(psf)
Typical Nails3 Staples3
Additional Product Thickness.
Product'Name Names Profile (in.) 16"oc. 8"oc 16"oc 8"oc
D4,.DL4 87 123 56 ---
Fairfield Alpine Ridge 0.044
D5, DL5 43 88 43 ---
D4,.DL4.5, D5, 71
Spiegel Grove Addison Heights DL5,T3.33 0.040 58 125 1194 --
D4 87 123 56 ---
Oak Harbor Bristol Bay 0.042
DL4.5, D5, DL5 43 . 88 43 --
Pro Pride -- 131-4.5 0.038 53 100 47 111
514
Carrington Collection -- D4,-DL4.5 0.046 565 5 -- 71 ---
6.5 Beaded -- Beaded 6.5 0.044 45 --- --- --
Board and Batten -- Board and Batten 7 0.048 65 when nailed_at --- --
12"oc into 7/16 OSB
I Allowable pressure determined in accordance with ASTM D3679-17,calculated using the following equation:
Dr =Pe/(0.5 x 1.5),
where Pt is the average maximum sustained static test pressure.
2 Allowable pressure applies to the siding only.The strength of the structural sheathing,framing,and the `�`®�� �ce�s•�C�'®®
withdrawal strength of the specified connectors in the structural framing must be designed in accordance
with accepted engineering practice by a registered design professional. o. 57
3 Refer to Section 5.4 for fastener requirements and referenced test reports for additional details of installation.
°The second_value is for Double Stapled at 16"oc. s _
5 The first value is for installation through the top nail slot of the double hem',the second value is for installation ®�
through the bottom. ®t, . STD t JF ,�®
10/7/2020
FL1223.1=R5
1'h11�
n'MYI ryl t(%.Com '
1.. The product illustrated satisfies the requirements'forthe.Florida'Building Code Seventh Edition (2020)
NOT including the HVHZ.
2. The installation drawings:depicted are.in accordance with the.Florida Building Code and the manufacturer's-
installation requirements.
3. The-products must be'installed over a minimum 7/16"wood structural'panel sheathing.(Plywood or OSB).with an
approved weather resistive barrier-placed under the siding
4. Flashing must.be installed as necessary of ail openings, penetr6tions'or-abutments of.dissimilar'materials as ,
required by the BuildingCode.
5. .Wood.framing.installations.are assumed to be 2X S-P-F.(G=.0.42).or denser. For installation into wood framing use
1-1/2".long 11 Gauge roofing_nails or 7/W' X 1671/2" long X 16 gauge staples
6. The fastener must be able to penetrate,not less that 3/ inch into the framing or furring. A 1/16 to:-1/32-inch space.:
shall be between the fastener head.(nail orstaple) and.the face:of the vinyl.nailing hem- so as not to restrict
movement due to expansion and contraction:
is�tua'i
7. Corrosion-resistant fasteners shall be used.
--' --
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10/7/2020
Page-2 of 3
FL12231=R5
trrre�.nt+x ccn
Wall Width
8
SPF WOOD FRAMING SPF WOOD FRAWNG
1 B'OC ) 18' Oc (TYP.)
.................
7/I6' SHEATHING
(PLYWOOD OR'OSB).
7/16' SHEATHING MOMURE BARRIER
YVaII,HC:I jht ___--_— (PLYWOOD OR OSB)
MOISTURE'BARRIER VINYL SIDING.
VINYL SIDING
FASTENERS
(SEE NOTES &
CHART ON PAGE 1)
.B
sEcnoN a=s.
Z
o. 157
REVISIONS STYLE CREST, INC.so K%XW ow
m Atcow.awo.ano .c-mor-�rro
.0 ` ST EOF ; ` v�o.. VINYL SIDING mRra�i.o=ie,
✓���a �..�OR.... �\`! , aac m„ m/r/n sbtaumw omts
'till I-III0
10/7/2020
Page 3.of 3
1 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 S. SCREENING MATERIAL SHALL BE 18X14X0.013 OR COMPLIANCE WITH ASCE 7-16 AND FBC 7TH
BOLT DIAMETER INTO STRUCTURAL FRAMING(G=.42 MIN.). EQUIVALENT DENSITY SCREEN MESH ONLY UNLESS NOTED EDITION RESIDENTIAL AND EXISTING
1. ALL CONCRETE GRADE BEAMS AND FOOTINGS SHALL BE 3000 6.LAG BOLTS AND SCREWS INTO WOOD FRAMING SHALL BE OTHERWISE. BUILDING
PSI MINIMUM. PROVIDED WITH PILOT HOLES HAVING A DIAMETER NOT 6. EMERGENCY ESCAPE&RESCUE OPENING PER FBC R310.1
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 t� � N ,
MINIMUM,3 1/2"NOMINAL THICKNESS. THE BOLT OR SCREW.ALL LAG BOLTS AND SCREWS SHALL BE 7. ENCLOSED ADDITIONS TO MANUFACTURED HOMES SHALL NOT �� use°��e ei
3. 3000 PSI FIBERMESH(3/4"PER CUBIC YARD MIN.)MEETING INSERTED IN PILOT HOLES BY TURNING AND UNDER NO CHANGE THE EXIT FACILITIES FOR EGRESS PER HUD 3280.105,(a) e� �° "^� '
APPROPRIATE ACI AND ASTM REQUIREMENTS MAY BE USED CIRCUMSTANCES BY DRIVING WITH A HAMMER. THROUGH(a)(2)(iv),SO THAT THE DISTANCE TO EXIT DIRECTLY '� e
IN LIEU OF WELDED WIRE MESH 7.ALL EXPANSION ANCHORS SHALL BE DESIGNED IN
BE 4"THICK WITH FIBERMESH. OUTSIDE FROM ALL BEDROOMS IS LESS THAN 35',AND,SO THAT
4. ALL SLABS ON GRADE SHALL
ACCORDANCE WITH THE SPECIFIC MANUFACTURER'S TWO EXITS DIRECTLY OUTSIDE ARE STILL MAINTAINED.A CARPORT C
TERMITE TREATMENT OF SOIL BENEATH SLAB IS NOT REQUIREMENTS AND ALLOWABLE LOADS AND SHALL ONLY OR SCREEN ROOM SHALL BE CONSIDERED AS OUTSIDE.NON-HABITABLEfAfr4
STRUCTURE STRUCTURE.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 o
NO WOOD FRAME MAY BE BUILT MANUFACTURER. FASTENERS SHALL BE A MINIMUM OF SAEa
DOOR WAS LOCATED AS LONG AS A NEW EXIT DOOR IS ADDED AND MEETS e - -�� ` E:
ADJACENT TO OR ON TOP OF A SLAB WITHOUT TREATING THE GRADE#5 OR BETTER ZINC PLATED. � w+
SOIL FOR WOOD DESTROYING ORGANISMS. I.ALL FASTENERS CONNECTING ALUMINUM COMPONENTS OR THE REQUIREMENTS OF HUD 3280.105. •m c
5. ALL REINFORCING SHALL CONFORM TO ASTM A615,BE GRADE PRESSURE TREATED LUMBER ARE STAINLESS STEEL TYPE 300
60(60 KSI MIN.)DEFORMED BARS.#3 BARS MAY BE GRADE 40 18-8,UNLESS MANUFACTURER GALVANIZED BOLTS SPECIFIES k�yaoa#Sq � ��
6. ALL OVER POUR CONCRETE FILLED SUPPORTED SLABS SHALL FOR USE WITH ACQ PRESSURE TREATED WOOD,OR •s 4r;. ?
BE 3000 PSI MIN.,2"MINIMUM.THICKNESS. OTHERWISE NOTED ON PLANS. AL
7. SOIL BEARING PRESSURE SHALL BE A MINIMUM OF 1500 PSF. 9.ALL FASTENERS SHALL COMPLY WITH ASTM A153. PROFS S C ',�__l� t
8. THE CONCRETE SHALL CONFORM TO ASTM C94 FOR THE 10.ALL CONNECTORS SHALL COMPLY WITH ASTM A653 CLASS CARPORT, SHED, SCREENED-IN FACTORY PORCH,
FOLLOWING: G-185. CONCRETE,AND STEPS EN9•INEER OF RECORD
OPC(PORTLAND CEMENT TYPE I,-ASTM C 150). 11.FOR SMS,THE MINIMUM CENTER-TO-CENTER SPACING SHALL 11 AGGREGATES-#6 STONE,ASTM C 33 SIZE NO.67 LESS THAN BE 3/4"AND MINIMUM CENTER-TO-EDGE SHALL BE 1/2" DESIGN DATA: David W. Smith P.E.
3/4". UNLESS NOTED OTHER WISE,
AIR ENTRAINING+/-1%-ASTM C 260. 1. ULTIMATE DESIGN WIND SPEED Vult,(3 SECOND GUST): 130 MPH FLORIDA LICENSE NUMBER:53608
WATER REDUCING AGENT-ASTM C 494. E.REFERENCE STANDARDS: NOMINAL DESIGN WIND SPEED Vasd: 110 MPH Thomas L. Hanson P.E.
CLEAN POTABLE WATER. ASTM E 119 2. RISK CATEGORY: I
OTHER ADMIXTURES SHALL NOT BE PERMITTED. ASTM E 1300 3. WIND EXPOSURE: B
9. METAL WELDED WIRE SHALL CONFORM TO ASTM A 185. FLORIDA LICENSE NUMBER:38654
10.PREPARE&PLACE CONCRETE ACCORDING TO AMERICAN ASCE 7-16 4. INTERNAL COEFFICIENT:
CONCRETE INSTITUTE MANUAL STANDARD PRACTICE,PART 1, AA ASM35,AND SPEC.FOR ALUMINUM PART 1-A,&1-B SHED(ENCLOSED STRUCTURE):+/-0.18 Myron Max Neal
ASTM C94 CARPORT,SCREENED-IN FACTORY PORCH(OPEN STRUCTURE):0.0
2,&3 ALONG WITH HOT WEATHER CONDITIONS y
ASTM C150 5. WIND LOADS: FLORIDA LICENSE NUMBER:86663
RECOMMENDATIONS,
ASTM C33 FACTOR APPLIED TO WIND LOADS FOR ALLOWABLE STRESS DESIGN:0.6
11.IF UTILIZING EXISTING CONCRETE FOR FOUNDATION,
ASTM C260 SOLID ROOF(MWFRS): 20 PSF
CONCRETE SHALL BE A MINIMUM OF 4"IN THICKNESS, C494
Joel Falardeau eau P.E.
VISIBLY FREE OF ANY STRUCTURAL EXCESSIVE CRACKING, ASTM A615 SCREEN WALLS: 23 PSF
SPALLING OR OTHER DETERIORATION. ASTM A615 COMPONENT&CLADDING PRESSURES: FLORIDA LICENSE NUMBER:70667
ASTM A185 ROOF ZONE 1: 12.4/-48.4 PSF, ZONE 2: 12.4/-63.9 PSF, ZONE 3: 12.4/-87.1 PSF
B.MASONRY: FLORIDA BUILDING CODE(CHAPTERS 16,20 AND 23) WALLS ZONE 4: 30.4/-33.0 PSF, ZONE 5: 30.4/-40.7 PSF Erik Stuart P.E.
7TH EDITION 6. FOUNDATIONS PER"A"OF GENERAL NOTES AND SITE SPECIFIC DETAIL
I.CONCRETE MASONRY UNITS(CMU)SHALL BE STANDARD CURRENT ALUMINUM DESIGN MANUAL 7. SOLID ROOF TYPE:3"X12"ALUM.PANS,FL 16952 OR EQUIV. FLORIDA LICENSE NUMBER:77605
HOLLOW UNITS AND SHALL BE 1900 PSI MINIMUM BASED ON
TYPE M OR S MORTAR. F.ABBREVIATIONS:
2.ALL MORTAR SHALL BE OF TYPE M OR S. THE FOLLOWING LIST OF ABBREVIATIONS IS NOT INTENDED FBC Plans &Engineering
3-ALL GROUT SHALL BE 2000 PSI MINIMUM AND HAVE TO REPRESENT ALL THOSE USED ON THESE DRAWINGS,BUT
Services,
MAXIMUM COARSE AGGREGATE SIZE OF 3/8". TO SUPPLEMENT THE MORE COMMON ABBREVIATIONS. tInc.
4.PROVIDE CLEAN-OUTS FOR REINFORCED CELLS CONTAINING 1.TYP--TYPICAL 6272 Abbott Station Drive Unit 101
REINFORCEMENT WHEN GROUT POUR EXCEEDS S'-0"IN 2.SIM--SIMILAR Zephyrhills,f).33542
HEIGHT. 3.UON--UNLESS OTHERWISE NOTED Phone:(813)788-5314
4.CONT--CONTINUOUS Fax:1-[866)-024-7894
C.ALUMINUM: 5.VIF--VERIFY IN FIELD ALUMINUM STRUCTURAL MEMBERS Email:erb@fbcplans.com
Website:www.tbcplans.com
1. ALL STRUCTURAL ALUMINUM SHALL CONFORM TO THE G.RESPONSIBILITY:
MINIMUM REQUIREMENTS OF 6005-T5 FOR ALLOY WITH A 1.ALL SITE WORK SHALL BE PERFORMED BY A LICENSED HOLLOW SECTIONS C.O.A.-#290549054
MINIMUM THICKNESS OF 0.040"FOR SUPPORTING MEMBERS. CONTRACTOR IN ACCORDANCE WITH APPLICABLE BUILDING 2 x 2:---------------------------------------2"x 2"x 0.044" DATE: 12/29/2020
2. WHERE KICK PLATES ARE USED A MINIMUM THICKNESS OF CODES,LOCAL ORDINANCES,ETC. 3x2:---------------------------------------3"x 2"x 0.050"
0.024"SHALL APPLY. 2.CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND DETAILS, 2 x3:---------------------------------------2"x 3"x0.050" DRAWN BY: DENNIS W. DUNN
3. STRUCTURAL ALUMINUM DESIGN CONFORMS TO"PART 1-A- NOTIFYING ENGINEER OF ANY DISCREPANCIES BETWEEN 2 x 3:---------------------------------------2"x 3"x 0.07o�L WORT(SHALL COMPLY WITH PREVAILING
SPECIFICATIONS FOR ALUMINUM STRUCTURES-ALLOWABLE DRAWINGS,FABRICATED ITEMS,OR ACTUAL FIELD
STRESS DESIGN"OR"PART I-B-SPECIFICATIONS FOR CONDITIONS. 2 x 4:---------------------------------------2"x 4"x o.05ICO ES FLORIDA BUILDING CODE,
REVAILING REVISION: DATE:
ALUMINUM STRUCTURES-BUILDING LOAD AND RESISTANCE 3.THESE DRAWINGS REPRESENT THE ACCEPTABILITY OF THE 2 x 5:---------------------------------------2"x 5"x 0.051NA if'NAL ELECTRIC OPEN BACK SECTIONS CODE, RU 1
FACTOR DESIGN"OF THE CURRENT ALUMINUM DESIGN 'SUNROOM'ROOM ADDITION ELEMENTS AS PROVIDED BY THE
MANUAL PREPARED BY THE ALUMINUM ASSOCIATION, CONTRACTOR. AP LIE CITY OF ZEPHYRHILLS
INC.WASHINGTON D.C.THE FLORIDA BUILDING CODE,7TH 4.ALL DETAILS ON THESE DRAWINGS ARE ENGINEERED BASEDI I IYRIiILLS RU 2
EDITION(CHAPTER 16 STRUCTURAL DESIGN&CHAPTER 20 ON INFORMATION PROVIDED BY THE CONTRACTOR AND lx 2:----------------------------------------1"x 2"x 0.0 4NCES
ALUMINUM). MANUFACTURER. 1 x 3:----------------------------------------1"x 3"x 0.045" RU 3
4. WHERE ALUMINUM COMES INTO CONTACT WITH STEEL,OR 5.ANY DETAILS NOT SHOWN ARE TO BE ENGINEERED BY A
PRESSURE TREATED LUMBER PROVIDE DIELECTRIC LICENSED P.E.IN ACCORDANCE WITH STANDARD RD 4
SEPARATION. SNAP SECTIONS
ENGINEERING PRACTICES.
5. ALUMINUM MEMBERS SHALL BE STITCHED WITH NO LESS Z x 2 Snap:----------------------------------2"x 2"x 0.045" J0B#t 20_1221_393
THAN#10 SMS 6"FROM THE ENDS AND 12"ON CENTER,IF H.MISCELLANEOUS: 2 x 3 Snap:---------------------------------2"x 3"x 0.050" F C' �i
USING#12 SPACING MAY BE 24"ON CENTER. Snap:---------------------------------2" CC Lr
6. VINYL AND ACRYLIC PANELS SHALL BE REMOVABLE.THEY
1.ALUMINUM ADDITIONS ARE NOT TO BE INSTALLED ON A 2 x 4 x 4"x 0.045" V j�j fV DATE 2O 1 OB NAME &ADDRESS:
SHALL BE IDENTIFIED WITH A DECAL ESSENTIALLY STATING MANUFACTURED HOME,TRAILER HOME,OR PRE-FAB HOME Ir, Y ('I MEEK-BAY HOMES
"REMOVABLE PANEL SHALL BE REMOVED WHEN WIND WITHOUT A MANUFACTURER'S HOST BEAM. SELF MATING (SMB) ZEP�-j
IF NO HOST BEAM IS PRESENT A SEPARATE 4TH WALL SUPPORT 2 x 4 SMB:---------------------- 2"x 4"x 0.044"x 0.100".. .AN J'�
SPEEDS EXCEED 75 MPH' .DECAL SHALL BE PLACED SO IT IS SYSTEM SHALL BE ENGINEERED SO THAT NO ADDITIONAL � �� h Ir "IL GRAND HORIZONS: LOT 327
VISIBLE WHEN PANEL IS INSTALLED. 2 x 5 SMB:---------------------- 2"x 5"x 0.050"x 0.118" I R 37609 COREY LEWIS AVENUE
D.FASTENERS: LOADING IS PLACED ON THE MANUFACTURED HOME.
I. ALL LAG BOLTS SHALL CONFORM TO STAINLESS STEEL TYPE 2.IF ENCLOSURE CONTAINS A SWIMMING POOL OR SPA,THE 2 x 6 SMB:---------------------- 2"x 6"x 0.050"x 0.120" ZEPHYRHILLS, FL 33541
300 18-8,WITH STANDARD FLAT WASHER UNLESS ENCLOSURE SHALL COMPLY WITH RESIDENTIAL SWIMMING 2 x 7 SMB:---------------------- 2"x 7"x 0.057"x 0.120"
MANUFACTURER GALVANIZES BOLTS SPECIFIES FOR USE BARRIER REQUIREMENTS OF THE FBC 7TH EDITION 2 X 8 SMB:---------------------- 2"x 8"x 0.072"x 0.224" CONTRACTOR:
R 4501.17.1 IN ITS ENTIRETY. 2 x 9 SMB:---------------------- 2"x 9"x 0.072"x 0.224"
WITH ACQ PRESSURE TREATED WOOD.
2.HEX BOLTS HAS TO BE ASTM A 325,PLATED WITH STANDARD 3.DOOR LOCATIONS MAYBE DETERMINED IN THE FIELD BY 2 x 10 SMB:------------------- 2"x 10"x 0.092"x 0.374" B&H CONSTRUCTION
FLAT WASHERS AND NUTS. CONTRACTOR.
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, ENGINEERS
TAPCON,REDHEAD,DYNABOLT,OR APPROVED EQUAL. ENSUREE
4.ALL METAL TIES AND ASSOCIATED ACCESSORIES SHALL BE BONDING AGENT IS USED FIRST
NOTES
HOT DIPPED GALVANIZED.
I HEREBY CERTIFY THAT I HAVE REVIEWED
THIS PLAN AND FOUND IT TO BE IN
COMPLIANCE WITH ASCE 7-16 AND FBC 7TH
56 29' EDITION RESIDENTIAL AND EXISTING
BUILDING
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8''�9 a ro Ada `
FACTORY rPROP0SED *
PORCH CONCRETE LANDING PRO h AL
AND STEPS WI RAILING
N MANUFACTURED HOME o�Y ENGINEER OF RECORD
0 X Q David W. Smith P.E.
a_4'
o o FLORIDA LICENSE NUMBER:53608
ip Thomas L. Hanson P.E.
FLORIDA LICENSE NUMBER:38654
Myron Max Neal
4• d FLORIDA LICENSE NUMBER:86663
PROPOSED
PROPOSED 4' CONCRETE LANDING C° . . Joel Falardeau P.E.
LINE OF SHED \ j AND STEPS W/RAILING
FLORIDA LICENSE NUMBER:70667
•, . : ' :: a r art P.E.:: ��� Erik Stu
r `' • A FLORIDA LICENSE NUMBER:77605
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, FBC Plans &Engineering
is . . � ���
Services,Inc.
Station Drive Unit 101
a 6272 Abbott
•
I ..o 'o � ,,; a a Zephyrhills,fl.33542
. a :'e' Phone:(813)788-5314
4 +'.a . a. . t.. .'. Fax:1-(866)-824-7894
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m ,. . " a. a. a. Email:erb@fbcplans.com
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1•° a:, rf C.O.A.-#29054
r
DATE: 12/29/2020
15' 41' 29'
DRAWN BY: DENNIS W. DUNN
PROPOSED-' PROPOSED PROPOSED PROPOSED
4"CONCRETE SLAB 4"CONCRETE SLAB 4"CONCRETE SLAB 6"CONCRETE SLAB w a Y REVISION: DATE:
WI 12"X12"FOOTER W/8"X8"FOOTER FOR DRIVEWAY FOR DRIVEWAY
EL m RO 1
FOR SHED FOR CARPORT X
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FOUNDATION PLAN R03
R0 4
JOB# 20_1221_393
JOB NAME &ADDRESS:
2"ABOVE ADJACENT SLABS MEEK-BAY HOMES
11 v GRADE v
GRAND HORIZONS: LOT 327
CONCRETE 37609 COREY LEWIS AVENUE
BELOW GRADE ZEPHYRHILLS, FL 33541
8,. 12" CONTRACTOR:
(1)#5 REBAR CONTINUOUS, (2)#5 REBAR CONTINUOUS, B&H CONSTRUCTION
25"MIN.OVERLAP ALL JOINTS, 25"MIN.OVERLAP ALL JOINTS,
ON 3"HIGH CHAIRS ON 3"HIGH CHAIRS
CARPORT FOOTER SHED FOOTER PLANS AND ELEVATIONS
1 OF 3
I HEREBY CERTIFY THAT I HAVE REVIEWED
THIS PLAN AND FOUND IT TO BE IN
COMPLIANCE WITH ASCE 7-16 AND FBC 7TH
EDITION RESID Ap.5X STING
BUILD 6'SID
" a�asearae �sF
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EXISTING FACTORY ( 7'
PORCH WOOD COLUMN f'
TYPICAL
NOTE:
EXISTING FACTORY PROPOSED SCREEN WALLS TO BE I L� %t
PORCH RAILING INSTALLED OUTSIDE OF EXISTING PROFESSION GINEER SEAL
TYPICAL RAILING OF FACTORY PORCH
ENGINEER OF RECORD
PROPOSED WRAP OPENINGS OF David W. Smith P.E.
SCREENED-IN FACTORY PORCH WITH
FACTORY 1X OPEN BACK,TYPICAL FLORIDA LICENSE NUMBER:53608
PORCH Thomas L. Hanson P.E,
N MANUFACTURED HOME FLORIDA LICENSE NUMBER:38654
Myron Max Neal
FLORIDA LICENSE NUMBER:86663
ti
Joel Falardeau P.E.
FLORIDA LICENSE NUMBER:70667
SHED SHALL NOT I Erik Stuart P.E.
BLOCK EGRESS
FLORIDA LICENSE NUMBER:77605
8-6" FBC Plans &Engineering
MFG.HOST BEAM I Services, Inc.
6272 Abbott Station Drive Unit 101
Zephyrhills,H.33542
PROPOSED I Phone:[813)788-5314
2X6 SMB I - CARPORT I PROPOSED I Fax:1-(866)-824-7894
p DRIVEWAY I Email:erb@fbcplans.com
m 0- m m m m I Website:www.fbcplans.com
2X8 SMB to U) 2X6 SMB to 2X6 SMB to 2X6 SMB 2X6 SMB C.O.A-#29054
N O N N N N I I DATE: 12/29/2020
O 1 O'X 7'
O.H.DOOR j,, a•, ,p,, a,. I I DRAWN BY: DENNIS W. DUNN
2X6SMB I PROPSHES
OSED 1� 1� �� +,
--- + -t- + F REVISION: DATE:
C19 2X6SMB `p,1., �, �93n
24X27
RO 2
RO 3
15' 41' 29 RO 4
PROPOSED PROPOSED JOB# 20 1221 393
P.T.2X4 WOOD FRAME 3"X.024"ALUM.RISER PAN
SHED W/VINYL SIDING ROOF FL 16952 OR EQUIV. JOB NAME gz ADDRESS:
MEEK-BAY HOMES
PLAN VIEW GRAND HORIZONS: LOT 327
37609 COREY LEWIS AVENUE
ZEPHYRHILLS, FL 33541
CONTRACTOR:
B&H CONSTRUCTION
PLANS AND ELEVATIONS
2OF3
I HEREBY CERTIFY THAT I HAVE REVIEWED
THIS PLAN AND FOUND IT TO BE IN
COMPLIANCE WITH ASCE 7-16 AND FBC 7TH
EDITION RESIDENTI4I A . EXISTING
BUILDING
1 T Q �rI
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PROPOSED PROPOSED EXISTING WRAP OPENINGS OF
P.T.2X4 WOOD FRAME 3"X.024"ALUM.RISER PAN FACTORY PORCH FACTORY PORCH WITH • "`
SHED W/VINYL SIDING ROOF FL 16952 OR EQUIV RAILING,TYPICAL 1X OPEN BACK,TYPICAL ' ` { `_________________________ \ / _____
PROFESSIONAL h �R SEAL
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PROPOSEDilt --- ________�� Thomas L. Hanson P.E.
SHED _:-__tea FLORIDA LICENSE NUMBER:38654
---------------- ------------ ------------ ------------ ------------ Myron Max Neal
4"CONC ETE SLAB W/8"X8"FOO ER CONCRETE DRIVEWAY SLAB Y
4"CONCRETE SLAB I FLORIDA LICENSE NUMBER:86663
W/12"X12"FOOTER 10'-3" 10'-3" 10'-3" 10'-3"
15' 41 29' Joel Falardeau P.E.
FLORIDA LICENSE NUMBER:70667
SIDE ELEVATION NOTE: Erik Stuart P.E.
PROPOSED SCREEN WALLS TO BE FLORIDA LICENSE NUMBER:77605
INSTALLED OUTSIDE OF EXISTING
RAILING OF FACTORY PORCH FBC Plans&Engineering
Services,Inc.
EXISTING FACTORY 6272 Abbott Station Drive Unit 101
PORCH RAILING Zephyrhills,fl.33542
WRAP OPENINGS OF TYPICAL Phone:(813)788-5314
FACTORY PORCH WITH Fax:1-(866)-824-7894
1X OPEN BACK,TYPICAL EXISTING FACTORY Email:erb@fbcplans.com
PORCH WOOD COLUMN Website:www.fbcplans.com
TYPICAL C.O.A.-#29054
2X6 SMB 2X6 SMB MFD.
2X6 SMB 2X6 SMB HOME DATE: 1 212 9/2 0 2 0
DRAWN BY: DENNIS W. DUNN
-_--_--_---------------- _ _ _ _— = 2X3
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--------------------------------- X x REVISION: DATE:
MFD. N
HOME ih �-----------
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--- 14' 28' JOB# 20_1221 393
14' _ JOB NAME&ADDRESS:
CARPORT SCREENED-IN
W/SHED AND STEPS BEYOND FACTORY PORCH MEEK-BAY HOMES
REAR ELEVATION GRAND HORIZONS:LOT 327
FRONT ELEVATION 37609 COREY LEWIS AVENUE
ZEPHYRHILLS, FL 33541
CONTRACTOR:
B&H CONSTRUCTION
PLANS AND ELEVATIONS
3OF3 - j
S.M.B.DEPTH S.M.B.WEB TUBE WALL CORROSION RESISTANT UPLIFT I HEREBY CERTIFY THAT I HAVE REVIEWED
6"MIN. RECOMMEND ALUMINUM FLASHING "H" WALL "T" "N" SIZE CAPACITY THIS PLAN AND FOUND IT TO BE IN
INSTALLED BELOW DRIP EDGE TO COMPLIANCE WITH ASCE 7-16 AND FBC 7TH
HOST BEAM.CAULK ALL SEAMS. 4" .045" .06" 2)318"BOLTS,NUTS.WASHERS 1 720 LBS EDITION RESIDENTIAL AND EXISTING
5" .050^ .06" (2)3/8"BOLTS,NUTS,WASHERS 2,550 LBS BUILDING
(1)#10X3/4"TEK SCREW AND 1O 6" .050^ .06" (3)3/8"BOLTS,NUTS,WASHERS 2.550 LBS
"
FXISTI/�G - _ NEOPRENE WASHER AT EACH RIB 7" 055^ 06" (3)3/8"BOLTS,NUTS,WASHERS 3,500 LBS �1� �.T Q f; -
OF 7" .055" .09" (3)3/8"BOLTS,NUTS,WASHERS 3,600 LBS e y�ss•De a `� �
---=�-R�----' ALUMINUM FLASHING ATTACHED 7" 055" .125" (3)318"BOLTS,NUTS,WASHERS 4,500 LBS w `'�,
W/#8 X 3/4"TEK SCREW AND 10 8" .072" .06" (4)3/8"BOLTS,NUTS,WASHERS 5,500 LBS s
NEOPRENE WASHER AT EACH RIB 8" .072" .09" (4)318"BOLTS,NUTS,WASHERS 7,000 LBS
_ 4 a
8" .072" .125" 41 3/S"BOLTS,NUTS,WASHERS 7000 LBS ,.
g" .072" .06" (4)318"BOLTS,NUTS,WASHERS 7.000 LBS E • "` l
Z .072" .09" (4(3/8"BOLTS,NUTS,WASHERS 8,900 LBS Y e- ALUMINUM RISER PAN ROOF 9" .
I .082" 125" 4 3/8"BOLTS NUTS,WASHERS 9 500 LBS a f sa
10" .092 .125' 4 3/8"BOLTS,NUTS,WASHERS 11.000LBS ,. ', d a :T Q!//►,( Q
I ° NOTE:OTHER BOLT SIZES AND QUANTITIES MAY BE USED PER ' a � i
° SITE SPECIFIC PLANS AND CALCULATED UPLIFT CAPACITY REQUIRED . vie"
HOST BEAM I 2X SMB PER PLAN
PR FES IgEj�j`tE `TEIR SEAL
w .ENGINEER OF RECORD
ATTACH PANS 10 0.060"MIN.HEADER
= CHANNEL W/(4)#10 X 3/4"TEK SCREW
#10 X PR SCREW AND David W. Smith P.E.
PER PAN AT BACK OF PAN 1-1/4"O N NEOEOPRENE WASHER
FASTEN 0.060"MIN.HEADER CHANNEL TO HOST 4 PER PAN AT ALL BEAMS FLORIDA LICENSE NUMBER:53608
AND 8"O.C.AT RAKE
I BEAM WITH 1/4"0 X 2-1/2"LAG SCREW AT 24"O.C., Thomas L. Hanson P.E.
2 ROWS STAGGERED.STRIP SEALANT
ALUMINUM RISER
BETWEEN FASCIA AND HEADER CHANNEL PAN ROOF FLORIDA LICENSE NUMBER:38654
FASTEN RECEIVING CHANNEL TO HOST BEAM OR Myron Max Neal
STRUCTURAL WALL MEMBER(2 STUDS MIN.)WITH 1/4"X 2"
LAG SCREW,1 SCREW PER 2 INCHES OF BEAM HEIGHT oi T T FLORIDA LICENSE NUMBER:86663
FASTEN BEAM TO RECEIVING CHANNEL 2X SMB PER PLAN
W/#10 X 3/4"TEK SCREW,1 SCREW PER INCH Joel Falardeau P.E.
OF BEAM HEIGHT STAGGERED,BOTH SIDES
(N)3/8"THRU BOLTS,WASHERS, FLORIDA LICENSE NUMBER:70667
RISER PAN ROOF AND BEAM CONNECTION TO MFG HOST BEAM AND NUTS,CORROSION RESISTANT,
TYPICAL(SEE CHART) Erik Stuart P.E.
ALUMINUM POST/COLUMN PER PLAN FLORIDA LICENSE NUMBER:77605
FASTEN SMB TO RECEIVING FASTEN RECEIVING CHANNEL FBC Plans &Engineering
CHANNEL W/#10 X 3/4"TEK SCREW TO SMB W/#10 X 3/4"TEK SCREW 1-1/2"X2-118"X 1-112"X 0.062" ALUMINUM PAN ROOF, POST AND BEAM CONNECTION Services, Inc.
(1 PER INCH OF BEAM HEIGHT) (1 SCREW/INCH OF BEAM HEIGHT) INTERNAL OR EXTERNAL
STAGGERED,BOTH SIDES STAGGERED,BOTH SIDES RECEIVING CHANNEL 6272 Abbott Station Drive Unit 101
Zephyrhills,fl.33542
Phone:[813)788-5314
Fax:1-[866)-824-7894
0 ° Email:erb@fbcplans.com
° rn 2X SMB PER PLAN J0 Z Website:www.fbcplans.com
2X SMB PER PLAN 0 O z 0 C.O.A.-#29054
0 Q 0 co
° a c0 o DATE: 12/29/2020
z w O J Z H
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.062 MIN.RECEIVING CHANNEL a FASTEN INTERNAL OR EXTERNAL v DRAWN BY: DENNIS W. DUNN
FASTENED TO POST W/#10 X 3/4"TEK ¢ RECEIVING CHANNEL TO STRUCTURAL U-
SCREW(1 PER INCH OF BEAM WALL MEMBER WITH 1/40 X 2"LAG SCREW REVISION: DATE:
HEIGHT)STAGGERED (1 SCREW/2 INCHES OF BEAM HEIGHT) ALUMINUM POSTS
FASTEN POST TO CONCRETE- RO 1
BEAM TO POST CONNECTION BEAM TO WOOD WALL CONNECTION WITH INTERNAL BASE AND 7(2)3/8"THRU BOLTS
(4)318"CORROSION RESISTANT RO 2
CONCRETE ANCHORS WITH 11 GA.INTERNAL
MIN.2-3/4"EMBEDMENT AND ALUMINUM BASE RO 3
FASTEN RECEIVING CHANNEL 3"MIN.EDGE DISTANCE FLANGES VERTICAL
R04
TO CARRIER BEAM W/#10 X 3/4"
TEK SCREW(1 SCREW!INCH Q�p� JOB# 20_1221_393
OF BEAM HEIGHT)STAGGERED `S 0B NAME &ADDRESS:PREDRILL 1-1/2"X2-118"X1-112"X0.062" MEEK-BAY HOMES
RECEIVING CHANNEL [L.. (1)#5 REBAR CONTINUOUS, GRAND HORIZONS: LOT 327
8" _ 25"MIN.OVERLAP ALL JOINTS, 37609 COREY LEWIS AVENUE
XSMBa ON 3"HIGH CHAIRS
Q�O � CgRRIFR FqM ZEPHYRHILLS, FL 33541
POST TO FOOTER AND CONCRETE
SLAB CONNECTION CONTRACTOR:
FASTEN RECEIVING CHANNEL TO B&H CONSTRUCTION
PURLIN BEAM WI#10 X 3/4"TEK SCREW
(1 SCREW I INCH OF BEAM HEIGHT)
STAGGERED BOTH SIDES ALUMINUM CARPORT
PURLIN TO CARRIER BEAM CONNECTION DETAILS
• FASTEN RECEIVING CHANNEL I HEREBY CERTIFY THAT I HAVE REVIEWED
HEADERS AT JACK 6"MIN. RECOMMEND ALUMINUM FLASHING THIS PLAN AND FOUND IT TO BE IN
SIZE SPAN TO SMB W/#1 D X 3/4"TEK SCREW COMPLIANCE WITH ASCE 7-16 FBC 7TH
LOAD BEARING WALL STUDS INSTALLED BELOW DRIP EDGE TO
(2)2"x4" 4'-4" 1 (1 SCREW PER INCH OF BEAM HEIGHT) 1-1/2"X 2-1/8"X 1-1/2"X 0.062" EDITION RESIDENTIAL AND EXISTING
STAGGERED,BOTH SIDES HOST BEAM.CAULK ALL SEAMS. BUILDING
SUPPORTING (2)2"x6" 6'-4" 1 INTERNAL OR EXTERNAL
� 1 � AND
ALUMINUM RISER (2)2"x8" 8'-0" 2 FASTEN RECEIVING CHANNELTO STRUCTURAL RECEIVING CHANNEL `-c_ _ (1)#10X3/4"TEK SCREW WITH 10
PAN ROOF (2)2"x10" 9'-6" 2 WALL MEMBER WITH 1/4"0 X 2"LAG SCREW EXISTING ` = NEOPRENE WASHER AT EACH RIB ep� ��
#10X3/4"TEK SCREW W/1-1/4"0 ROOF~ `� ® ` • G
2 2"x12" 11'-6" 2 (1 SCREW PER 2 INCHES OF BEAM HEIGHT) �� 1 - I / ALUMINUM FLASHING ATTACHED �` V�•9• v �� ®�
( ) NEOPRENE WASHER,4 PER PAN ---- ------
I Y W/#8 X 314"TEK SCREW AND 10 ` • .�'
HEADERS WITH 1/2"PLYWOOD SPACER,GLUED AND NAILED • •
I/k NEOPRENE WASHER AT EACH RIB •
W/16d NAILS AT 24"O.C.(2 ROWS STAGGERED).FOR HEADERS ALUM.RISER •
OF DOORS OR WINDOWS DIRECTLY UNDER GABLE SEE PLANS PAN ROOF
— o T ALUMINUM RISER P • '.
o ° I AN ROOF ST-
PRODUCT o ,: o
APPROVAL CODE CHART 2X SMB PER PLAN ° ° 2X SMB PER PLAN I o � °•°`El
STRUCTURAL COMPONENTS ° ° I `�� •�� / •``
SIMPSON SP1/SP2 FL10456 ALL WOOD STUDS ° ° HOST I �`t sE, _ ijN
° o •d9••••° E 7 �
SIMPSON H3 FL10456______ T J z - BEAM d�atS° '
SIMPSON H2.5T FL10446 AND BLOCKING FOR Z 1'MAX. I ATTACH PANS TO 0.060"MIN.HEADER PROFESSIONAfi$1 IuljolK�,
SIMPSON HTT4/HTT5 FL11496 0¢ j p W CHANNEL W/(4)#10 X 3/4"TEK SCREW
SIMPSON SSP/DSP/TSP FL10456 WALLS SHALL BE 2X4 FOR MID-SPAN BEAM 0
U_ FOR MORE THAN I o PER PAN AT BACK OF PAN ENGINEER OF RECORD
SIMPSON LSTA/MSTA FL10456 IF REQUIRED . N 6"OVERHANG 12
I FASTEN 0.060"MIN.HEADER CHANNEL TO HOST David W. Smith P.E.
ALL CONNECTORS AND FASTENERS IN CONTACT BEAM WITH 1/4"0 X 2-1/2"LAG SCREW AT 24"O.C.,
WITH TREATED WOOD SHALL BE ZINC COATED ALUM. BEAM TO WOOD WALL 2 ROWS STAGGERED.STRIP SEALANT FLORIDA LICENSE NUMBER:53608
GALVANIZED STEEL OR SIMPSON'ZMAX' PAN ROOF TO ALUM. BEAM BETWEEN FASCIA AND HEADER CHANNEL Thomas L. Hanson P.E.
SIMPSON 2.5T,H3 OR EQUIV. FASTEN 2X OF SHED WALL TO EXISTING HOST FLORIDA LICENSE NUMBER:38654
WALL WITH 1/4"0 X 4"LAG SCREW AT 16"O.C.
SIMPSON H2.5T OR EQUIV. FASTENED PER MFGR'S SPECS. Myron Max Neal
FASTENED PER MFGR'S SPECS. ALUMINUM RISER PAN ROOF
(N)2X HEADER WITH DBL 2X (N)2X HEADER WITH SIMPSON SP2 OR H2.5T FLORIDA LICENSE NUMBER:86663
SIMPSON(2)H2.5T OR EQUIV. 1/2"PLYWOOD SPACER TOP PLATE 1/2"PLYWOOD SPACER OR EQUIV.FASTENED CONNECTION TO MFG. HOST BEAM
FASTENED PER MFGR'S SPECS. PER TABLE PER TABLE PER MFGR'S SPECS.
FASTEN ALUMINUM RISER PAN ROOF*2X
OR H2.5T Joel Falardeau P.E.
TO TOP PLATE WITH#12 TEK SCREW FLORIDA LICENSE NUMBER:70667
WITH 3/40 NEOPRENE WASHER,4 PER
PAN AT ENDS AND 8"O.C.AT RAKE WITHNOTE: Erik Stuart P.E.
2X CRIPPLE STUD 1-1/2"EMBEDMENT MIN. VINYL SIDING MUST BE INSTALLED OVER
A MINMUM 7/16"WOOD STRUCTURAL FLORIDA LICENSE NUMBER:77605
A 16"O.C. PANEL SHEATHING(PLYWOOD OR OSB)
(N)2X JACK STUD DBL 2X TOP PLATE(ONLY NON-TREATED FBC Plans &Engineering
PER TABLE WOOD IN CONTACT W/ALUMINUM ROOF OR Services, Inc.
SIMPSON LSTA OR MSTA PROVIDE IMPERVIOUS MOISTURE BARRIER)
BLOCKING FOR PANEL SPLICE WHERE 6272 Abbott Station Drive Unit 101
STRAP OR EQUIV. (N)2X HEADER WITH 1/2"PLYWOODWALL HEIGHT EXCEEDS PANEL LENGTH Zephyrhills,6.33542
FASTENED APPROX.4" SPACER OVER WINDOWS AND DOORS. PhFax:ne:1-(866)1828-5314
4 7894
ABOVE AND BELOW SEE HEADER TABLE WALL PANELS(PLYWOOD)NAILING NOTE. Email:erb@fbcplans.com
HEADER PER MFGR'S INSTALL WINDOWS PER MFGR'S NAIL 8d NAILS 6"O.C.AT EDGES AND 12"O.C.IN Website:www.fbcplans.com
SPECIFICATIONS INSTALLATION INSTRUCTIONS FIELD.ROWS OF NAILS SHALL BE 1/2"MIN.FROM C.O.A.-#29054
PANEL EDGES.PLYWOOD SHEATHING SHALL
2X KING STUD 1/2"P.T.PLYWOOD,MIN.2'HIGH OVERLAP BOTH TOP AND BOTTOM PLATES.ALL DATE: 12/29/2020
WINDOW FASTENERS NAILED PER MANUFACTURERS
OPENING (SHEAT I OR OSB ALLOWED ABOVE 2') SPECIFICATIONS. DRAWN BY: DENNIS W. DUNN
2X SILL PLATE SHEATHING SHALL OVERLAP BOTTOM
AND TOP PLATES WHEN SHEATHING PANELS ARE CONTINUOUS FROM REVISION: DATE:
VINYL SIDING OF CHOICE APPLIED TOP TO BOTTOM PLATE(8'OR LESS)SIMPSON STUD
PER MFGR'S SPECIFICATIONS PLATE TIES ARE REQUIRED ONLT AT THE CORNERS R0 1
O.C. AND EACH SIDE OF OPENINGS AND SHEATHING IS
2X P.T.WOOD STUDS AT 16" R0 2
NAILED PER PANEL NAILING NOTE.
ATTACH JACK STUD DOOR 2X P.T.BASE PLATE R03
OPENING WHEN SHEATHING PANELS ARE NOT CONTINUOUS,
TO KING STUD 1/2"0 WEDGE ANCHOR WITH STANDARD SIMPS0N STUD PLATE TIES ARE REQUIRED AT R0 4
W/16d NAILS AT 24"O.C.
WASHER,12"FROM CORNERS,6"FROM ALL STUDS.
OPENINGS AND 24"O.C.WITH 4"MIN. JOB# 20 1221 393
2X CRIPPLE STUDAND - -
A 16"O.C. EMBEDMENT DISTANCE TYPICAL
SP1,H2.5T OR H3 JOB NAME &ADDRESS:
4"2500 PSI CONCRETE SLAB WITH MEEK-BAY HOMES
2X WALL STUD 6"X6"#10 WWM(OR FIBERMESH)
AT 16"O.C. PER R318.7 GRADE OVER 6 MIL.POLY VAPOR BARRIER GRAND HORIZONS:LOT 327
CONCRETE BELOW 4r W/EDGES LAPPED 6"AND SEAMS 37609 COREY LEWIS AVENUE
GRADE PER R403.1 �,. TAPED,OVER CLEAN,COMPACTED, ZEPHYRHILLS, FL 33541
TERMITE TREATED SOIL.
CONTRACTOR:
2X P.T.BASE PLATE 1/20 WEDGE ANCHOR W/STANDARD WASHER, SIMPSON H2.5T,H3 SIMPSON SP1,H2.5T,H3 (2)#5 REBAR CONTINUOUS, B&H CONSTRUCTION
12"FROM CORNERS,6"FROM OPENINGS OR EQUIV.FASTENED OR EQUIV.FASTENED 25"MIN.OVERLAP ALL JOINTS, 12"
AND 24"O.C.WITH 4"MIN.EMBEDMENT PER MFGR'S SPECS. PER MFGR'S SPECS. ON 3"HIGH CHAIRS
INSTALL WINDOWS AND DOORS AND 1-3/4"MIN.EDGE DISTANCE TYPICAL WOOD FRAME SHED
IN OPENINGS PER MANUFACTURERS FOOTING WIDTH AND DEPTH SIZE AS PER R403.1 AND B1809.4
WALL SECTION / DETAILS
INSTALLATION INSTRUCTIONS FRAMING FOR OPENINGS WITH HEADERS DETAILS
I HEREBY CERTIFY THAT I HAVE REVIEWED
THIS PLAN AND FOUND IT TO BE IN
COMPLIANCE WITH ASCE 7-16 AND FBC 7TH
EDITION RESIDENTIAL AND EXISTING
ALUMINUM POST PER PLAN
FASTEN SMB TO RECEIVING FASTEN RECEIVING CHANNEL BUILDING
TO SMB W/#10 X 3/4"TEK SCREW [1-1/2"X 2-1/8"X 1-1/2"X 0.062"
CHANNEL W/#10 X 3/4"TEK SCREW N +
(1 PER INCH OF BEAM HEIGHT) (1 SCREW/INCH OF BEAM HEIGHT) INTERNAL OR EXTERNAL
STAGGERED,BOTH SIDES STAGGERED,BOTH SIDES RECEIVING CHANNEL (2)3/8"HEX HEAD THRU
FASTEN POST TO CONCRETE BOLT,WASHER,AND NUT
WITH INTERNAL BASE AND CORROSION RESISTANT
❑ (4)3/8"CORROSION RESISTANT
oc -
'I-
11cCONCRETE ANCHORS WITH GA.INTERNAL ALUMINUM , •
2X SMB PER PLAN ❑❑ O Z 2X SMB PER PLAN ❑ 2-3/4"EMBEDMENT MIN.AND BASE PREDRILL VERTICAL1 ,v
o Q o 3"EDGE DISTANCE MIN. FLANGES a _'
Z IL' C1 J Z H /�� a
062 MIN.RECEIVING CHANNEL a FASTEN INTERNAL OR EXTERNAL' fl
O
RECEIVING CHANNEL TO STRUCTURAL
` �
Jo
FASTENED TO POST W/#10 X 3/4"TEK < w a !,
SCREW(1 PER INCH OF BEAM WALL MEMBER WITH 1/4"0 X 2"LAG SCREW _.
HEIGHT)STAGGERED (1 SCREW/2 INCHES OF BEAM HEIGHT) ALUMINUM POST TO PR0FES91Q ENq.l. L
BEAM TO POST CONNECTION BEAM TO WOOD WALL CONNECTION CONCRETE CONNECTION ENGINEER OF RECORD
David W. Smith P.E.
FLORIDA LICENSE NUMBER:53608
OPTIONAL GARAGE
DOOR OPENER Thomas L. Hanson P.E.
SIMPSON H2.5T OR EQUIV. 2X SMB PER PLAN ALUMINUM RISER PAN ROOF FLORIDA LICENSE NUMBER:38654
AT EACH CRIPPLE STUD
FASTENED PER MFGR'S SPECS. ALUMINUM RISER PAN ROOF SIMPSON LSTA OR Myron Max Neal
MSTA STRAP OR EQUIV. FLORIDA LICENSE NUMBER:86663
DBL.2X TOP PLATE FASTENED PER MFGR'S SPEC'S
TYPICAL Joel Falardeau P.E.
II
DBL. 2X TOP PLATE FLORIDA LICENSE NUMBER:70667
DBL.2X TOP PLATE Erik Stuart P.E.
2X P.T.CRIPPLE-
- ATTACH DOOR TRACK TO HANGERS FLORIDA LICENSE NUMBER:77605
STUD AT 16"0.C. AND 2X SMB PER PLAN WITH 1/40 X 1" FBC Plans &Engineering
TYPICAL BOLTS,NUTS AND WASHERS
Services,Inc.
(N)2X S.Y.P.WOOD 6272 Abbott Station Drive Unit 101
SIMPSON LSTA OR MSTA STRAP HEADER WITH 1/2" Zephyrhills,0.33542
OR EQUIV.AT EACH JACK STUD i u u u u u ii PLYWOOD SPACERS Phone:(813)788-5314
TO HEADER CONNECTION PER CHART Fax:1-(866)-824-7894
FASTENED APPROX.4" Email:erb@fbcplans.com
ABOVE AND BELOW HEADER SIMPSON H2.5T,H3 OR EQUIV. 2X4 SYP JAMB. Website:www.fbcplans.com
PER MFGR'S SPEC'S AT EACH CRIPPLE STUD ATTACH BRACKET W/(3)5/16"X 1-5/8" C.O.A.-#29054
WOOD LAG SCREW
FASTENED PER MFGR'S SPECS. DATE: 12/29/2O2O
S.Y.P HEADER WITH 1/2"
PLYWOOD SPACER PER CHART
ALL GARAGE DOOR HARDWARE TO BE DRAWN BY: DENNIS W. DUNN
INSTALLED PER MFGR'S SPECIFICATIONS
REVISION: DATE:
(2)2X P.T.KING STUD /_(N)2X P.T.JACK STUD
TYPICAL PER CHART N
TYPICAL RO 1
F- RO2
ATTACH JACK STUD TO KING INSTALL DOOR IN OPENING
STUD W/16d NAILS AT 24"O.C. PER MANUFACTURERS RO 3
TYPICAL INSTALLATION INSTRUCTIONSI RO 4
ATTACH TRACK BRACKET TO 2X4 SYP JOB# 20_i 221 393
10'-3" JAMB W/(1)5/16"X 1-5/8"WOOD JOB NAME &ADDRESS:
LAG SCREW PER BRACKET
MEEK-BAY HOMES
--- ------------------------------------------ -----------------------------
GRAND HORIZONS:LOT 327
37609 COREY LEWIS AVENUE
ZEPHYRHILLS,FL 33541
SIMPSON DSP,SSP,SPH4 OR EQUIV. 2X P.T.BASE PLATE OVERHEAD DOOR FRAMING CONTRACTOR:
AT EACH SIDE OF OPENING TYPICAL
FASTENED PER MFGR'S SPEC'S B&H CONSTRUCTION
FRAMING FOR OVERHEAD DOOR OPENING
WOOD FRAME SHED
DETAILS
I HEREBY CERTIFY THAT I HAVE REVIEWED
THIS PLAN AND FOUND IT TO BE IN
COMPLIANCE WITH ASCE 7-16 AND FBC 7TH
EDITION RESIDENTIAL AND EXISTING
BUILDING 4; g�
m�4� gas of f .�• t
2X2 MIN. 4 • �`
OPTION#2 • • "
HINGE LOCATION •• •
1-1/2"X 2-1/8"X 1-1/2"X 0.062" _¢ HZ y t L °s
•
ALUMINUM INTERNAL OR OIL 2 a o ` t-
OPTION#1 EXTERNAL RECEIVING CHANNEL K'' _ •
I I W/(4)#10 X 3/4"TEK SCREW Z)a Z)a `A � Fi e %��
(4)#10 X 1-1/2 INTO BEAM OR UPRIGHT AND .
TEK SCREW INTO I I (2)#12 X 3/4"TEK SCREW EACH HINGE LOCATION a ` •< '
SCREW BOSSES I I LEG INTO GIRT OR PURLIN
PROFES I__ I�l f-j 5`EAL
2X PER PLAN I I 2X PER PLAN
_ ____= I - HINGE LOCATION ENGINEER OF RECORD
NOTES: David W. Smith P.E.
0.062"MIN.ANGLE CLIP I UPRIGHT OR BEAM, 1.HINGES SHALL BE ATTACHED TO STRUCTURE W/(3)#10 X 3/4" FLORIDA LICENSE NUMBER:53608
W/(2)#12 X 3/4"TEK I SNAP OR SELF MATING TEK SCREW MINIMUM.
SCREW EACH LEG I OR HOLLOW 2.DOOR SHALL BE ATTACHED TO ENCLOSURE W/(2)HINGES Thomas L. Hanson P.E.
OPTION#3 MINIMUM. FLORIDA LICENSE NUMBER:38654
3.HINGES SHALL BE ATTACHED TO DOOR WITH(3)#10 X 3/4"
CHAIR RAIL AND GIRT CONNECTIONS TEK SCREW.FASTEN A 1"X2"X0.044"TO UPRIGHT Myron Max Neal
W/#12 X 1-1/2"TEK SCREW @ 12"O.C.AND WITHIN 3"FROM
END OF THE UPRIGHT. FLORIDA LICENSE NUMBER:86663
TYPICAL SCREEN DOOR CONNECTION DETAIL E Joel Falardeau P.E.
FLORIDA LICENSE NUMBER:70667
Erik Stuart P.E.
FLORIDA LICENSE NUMBER:77605
FBC Plans &Engineering
Services, Inc.
6272 Abbott Station Drive Unit 1D1
Zephyrhills,fl.33542
Phone:(813)788-5314
Fax:1-(866)-824-7894
Email:erb@Ibcplans.com
Website:www.fbcplans.com
C.O.A.-#29054
(4)#10 X 2"INTO SCREW BOSS DATE: 12/29/2020
w
I Iii III 1/4"0 LAG SCREW 6"FROM
1/4"0 LAG SCREW 0 I 11 11 II II O F- TOP AND BOTTOM AND 24"O.C. DRAWN BY: DENNIS W. DUNN
6"FROM END AND 24" I F I II II II II v\ z
¢ ¢ n a WITH 1-1/2"EMBEDMENT MIN.
O.C.BETWEEN COLUMNS IL a a REVISION: DATE:
W/1-1/2"MIN.EMBEDMENT \ .- -X CO l�'\ w RO 1
a ;O N 2"X 2"X 0.062"ANGLE W/(4)#12 X 3/4"
h \ o TEK SCREW INTO 1X OR 2X AND RO 2
1/40 LAG SCREW INTO WOOD BASE RO 3
OPEN BACKX3 OPEN BACK rZ\ I1)
R HEADER AND 6"FROM ENDS AND 24"O.C.IWITH 1-1/2"EMBEDMENT MIN. RO 4
SING ///, EXISTING WOOD /ZWOOD BASE ��% JOB# 201221393
OR HEADERi�� /�� %OR HEADER �/ -
% //i�%� � //i�/ /� %�� I� - PENBACKPERPLAN OBNAME &ADDRESS:
� ISTING WOOD 1
MEEK-BAY HOMES
FRONT VIEW SIDE VIEW \\ \ \BASE OR HEADER ti
� � 'I
GRAND GRAND HORIZONS:LOT 327
ALUMINUM 2X3 UPRIGHT BASE OR HEADER CONNECTION 37609 COREY LEWIS AVENUE
OPEN BACK TO HOST STRUCTURE DETAIL ZEPHYRHILLS, FL 33541
CONTRACTOR:
B&H CONSTRUCTION
SCREENED-IN
FACTORY PORCH
DETAILS
e
I HEREBY CERTIFY THAT I HAVE REVIEWED
THIS PLAN AND FOUND IT TO BE IN
COMPLIANCE WITH ASCE 7-16 AND FBC 7TH
EDITION RESIDENTIAL AND EXISTING
BUILING�q�> tj,,�r�
TYPE 1 STANDARD ALUMINUM MAXI-RAIL DESIGNED �D NG �`�
TO WITHSTAND 200LBS OF LATERAL LOAD �►
NOTE: ALL BRICK DIMENSIONS ARE NOMINAL.
HANDRAIL ATTACHED AT EACH PICKET I
W/(2)#10X3/4"CORROSION RESISTANT SCREWS MAXIMUM RISER HEIGHT: 7-3/4"
PICKET SIZE AND SPACING SHALL NOT ALLOW TREAD DEPTH: 10" MIN. "w° OF
PASSAGE OF A SPHERE 4"IN DIAMETER
PER FBC R312 RISER HEIGHT=7-3/4"MAX.
6'O.C.MAX HEIGHT DIFFERENCE BETWEEN RISERS SHALL ••°�� �`�`�
TYPICAL NOT EXCEED 3/8". i i ,,�10t
TRIANGULAR OPENING SUCH THAT A TREAD DEPTH=10"MIN.(NOT INCLUDING NOSING) !Y� �j ng���jt�'
6"DIA.SPHERE WILL NOT PASS A NOSING NOT LESS THAN 3/4"AND NOT MORE THAN 1-1/4" PROFLS51�} I1YVEERSEAL fl / PER FBC R312 EXCEPTION SHALL BE PROVIDED ON STAIRWAYS WITH SOLID RISERS.
ENGINEER OF RECORD
Co Q NOSING NOT REQUIRED WHERE TREAD DEPTH IS A MIN.OF 11 INCHES. David W. Smith P.E.
NEWEL POST
U
O 0 TYPICAL FLORIDA LICENSE NUMBER:53608
I-
2-1/4"X48"X 48"PRE-CAST
LANDING W/REBAR Thomas L. Hanson P.E.
2-1/4"PRE-CAST FLORIDA LICENSE NUMBER:38654
Co TREADS W/REBAR
Myron Max Neal
FOR ALUMINUM
O— 4"X 4"X 16"PRE-CAST
OR VINYL RAILING SPLIT BRICKS,MORTARED FLORIDA LICENSE NUMBER:86663
4"CONCRETE SLAB Joel Falardeau P.E.
FLORIDA LICENSE NUMBER:70667
is Y:�.:.i..'• i.I.'.�: : i°P ir {�s :.an s x�'ai: .y:•. . ..f.,.. � :. i:
Erik Stuart P.E.
NEWEL POST TOP AND BOTTOM RAIL EACH PICKET ATTACHED TO BOTTOM TYPICAL STEPS WITH FLORIDA LICENSE NUMBER:77605
FASTEN T CONCRETE ATTACHED RSTRUCTURAL
T NEWEL POSTS RAIL O O(2)#10 X 3/4"
IST PRECAST TREADS AND LANDING FBC Plans &Engineering
SEE'POST BASE OR POST PER PLAN CORROSION RESISTANT SCREWS
CONNECTION DETAIL' W/1-1/2"X 1-1/2"X 3/16"ANGLE Services,Inc.
W/(2)#10 X 3/4"TEK EACH FLANGE. 6272 Abbott Station Drive Unit 101
ATTACHMENT TO BE AT UNDERSIDE
OF RAILING
Zephyrhills,II.33542
Phone:(813)788-5314
Fax:1-(866)-824-7894
Email:erb@Ibcplans.com
RAILING/STEPS DETAILS PER FBC We.A 9054bcplans.com
C.O.A.-#29054
7TH EDITION - R311 .7 / R312 DATE: 12/29/2020
DRAWN BY: DENNIS W. DUNN
REVISION: DATE:
RO 1
RO 2
I1:
2"X2" R03
ALUMINUM NEWEL POST
ATTACH WITH(4)3/16'0 RO 4
NEWEL POST SECURED MASONRY SCREW ANCHOR
TO BASE BY CONTINUOUS W/2"MIN.EMBEDMENT AND JOB# 20 1221393
3/32 MIG WELD AT BOTTOM% 1/2 MIN.EDGE DISTANCE 0] B NAME &ADDRESS:
NOTE' ALUMINUM STRUCTURAL RAILINGS OR
OTHER COMMERCIAL MANUFACTURED RAILINGT:
^:;: ' MEEK BAY HOMES
THAT MEET FLORIDA BUILDING CODE REQUIREMENTS GRAND HORIZONS: LOT 327
AND HAVE REQUIRED FLORIDA PRODUCT APPROVAL NUMBER I4''=-° 37609 COREY LEWIS AVENUE
MAY BE SUBSTITUED IN LIEU OF TYPICAL CONSTRUCTION SHOWN.
STAIRS AND RAILINGS SHALL BE CONSTRUCTED IN COMPLIANCE WITH I POST BASE ZEPHYRHILLS, FL 33541
FBC 7TH EDITION SECTIONS R311 AND R312
CONNECTION DETAIL CONTRACTOR:
B&H CONSTRUCTION
CONCRETE/ BRICK
LANDING AND STEPS
W/ RAILING DETAILS