HomeMy WebLinkAbout19-22012 CITY OF ZEPHYRHILLS
5335-8TH 5TREET
(813)780-0020 2201 --
BUILDING PERMIT Z,
PERMIT INFORMATION LOCATION INFORMATION
Permit Number: 22012 Address: 37627 NEW HORIZONS BLVD LO 56
Permit Type: ACCESSORY BLDG. ZEPHYRHILLS, FL.
Class of Work: 434-ADD/ALT RESIDENTIAL Township: Range: Book:
Proposed Use: NOT APPLICABLE Lot(s): Block: Section:
Square Feet: Subdivision: GRAND HORIZONS
Est. Value: Parcel Number: 34-25-21-0090-00000-0560
Improv. Cost: 5,200.00 OWNER INFORMATION
Date Issued: 11/06/2019 Name: REED, CAROL &WAYNE
Total Fees: 172.50 Address: 37627 NEW HORIZONS BLVD
Amount Paid: 172.50 ZEPHYRHILLS, FL. 33542
Date Paid: 11/06/2019 Phone: 951-271-0017
Work Desc: EXTENDING SHED WALL W/ROOF EXTENDING PATIO COVER W/ ELECTRIC
CONTRACTORS APPLICATION FEES
BAHR'S ALUMINUM INC BUILDING FEE 105.00
DOUBLE M ELECTRIC ELECTRICAL FEE 67.50
in
FRAME Ins ections Required
SHEATHING
FINAL
REINSPECTION FEES: (c)With respect to Reinspection fees will comply with Florida Statute 553.80 (2)(c)the
local government shall impose a fee of four times the amount of the fee imposed for the initial inspection or
first reinspection,whichever is greater,for each such subsequent reinspection.
NOTICE: In addition to the requirements of this permit, there maybe additional restrictions applicable to this property that
may be found in the public records of this county, and there may be additional permits required from other governmental
entities such as water management, state agencies or federal agencies.
"Warning to owner: Your failure to record a notice of commencement may result in your paying twice for
improvements to your property. If you intend to obtain financing,consult with your lender or an attorney
before recording your notice of commencement."
Complete Plans, Specifications Must Accompany Application.All work shall be performed in accordance with
City Codes and Ordinances. NO OCCUPANCY BEFORE C.O.
NO OCCUPANCY BEFORE C.O.
ONTRACTO IGNATURE PERMIT OFFI R
PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED
PROTECT CARD FROM WEATHER
813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021
Building Department
Date Received Phone Contact for Pertn1(,913 -7$Z _ 3513
1 1 1 1 1 1 1 1 1 1 1 1
..11
Owners Name " B ? t CO I`' e a Owner Phone Number 9 1
Owners Address 37& Me.0 Uor•t zoo Owner Phone Number
Fee Simple Titleholder Name I Owner Phone Number
Fee Simple Titleholder Address
JOB ADDRESS 3`762-7 Neal W"izon '31vJ Z ils F1- 335 LOT#
SUBDIVISION ;Z PARCEL ID#
(OBTAINED FROM PROPERTY TAX NOTICE)
WORK PROPOSED e NEW CONSTR B ADD/ALT � SIGN = = DEMOLISH
INSTALL REPAIR
PROPOSED USE SFR = COMM = OTHER
TYPE OF CONSTRUCTION LO ]/FRAME = STEEL =
DESCRIPTION OF WORK E 611G}I(S EX�Sfj �i lbflQ CwS}/I /(}0 io q V�
BUILDING SIZE 18'&" x)-2 1 SQ FOOTAGE I 22 Z HEIGHT /0
BUILDING $ 0- VALUATION OF TOTAL CONSTRUCTION
=ELECTRICAL $ AMP SERVICE = PROGRESS ENERGY = W.R.E.C.
o
=PLUMBING $ IV IV
ff
=MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION /JO&/ LC �
a DTP
=GAS = ROOFING 0 SPECIALTY = OTHER
FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO
C- r /
BUILDER COMPtAdNY6:5 AlUMI�it�t
SIGNATURE /� REGISTERED / N FEE CURREN /N,/
Address 8 . $h
7 ' a Z-1m, -j11 jj Uceense T^# Il(-OJ�'�7
ELECTRICIAN // SCOMPANY P.TWe M R c ,;r_
SIGNATURE REGISTERED 1,0W1 N FEE CURREN /N
Address R'y 5?;j License# Q
PLUMBER COMPANY
SIGNATURE REGISTERED Y/ N FEE CURREN Y/N
Address License#
MECHANICAL COMPANY
SIGNATURE REGISTERED Y/ N FEE CURREN
Address License#
OTHER COMPANY
SIGNATURE REGISTERED Y/ N FEE CURREN
Address License#
IIIIIIIIIIIIIIIIIItllllllllltlllllllllllltlllllltllllllllllllllllll
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 subdivisionsAarge projects
COMMERCIAL Attach(2)complete sets of Building Plans plus a Life Safety Page;(1)set of Energy Fortes.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
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'S/OWNER'S AFFIDAVIT: I certify that all the information in this application is accurate and that all work
will be done in compliance with all applicable laws regulating construction,zoning and land development. Application is
hereby made to obtain a permit to do work and installation as indicated. I certify that no work or installation has
commenced prior to issuance of a permit and that all work will be performed to meet standards of all laws regulating
construction, County and City codes, zoning regulations, and land development regulations in the jurisdiction. I also
certify that I understand that the regulations of other government agencies may apply to the intended work,and that it is
my responsibility to identify what actions I must take to be in compliance. Such agencies include but are not limited to:
- Department of Environmental Protection-Cypress Bayheads, Wetland Areas and Environmentally Sensitive
Lands,Water/Wastewater Treatment.
- Southwest Florida Water Management District-Wells, Cypress Bayheads, Wetland Areas, Altering
Watercourses.
- Army Corps of Engineers-Seawalls,Docks,Navigable Waterways.
- Department of Health & Rehabilitative Services/Environmental Health Unit-Wells, Wastewater Treatment,
Septic Tanks.
- US Environmental Protection Agency-Asbestos abatement.
- Federal Aviation Authority-Runways.
I understand that the following restrictions apply to the use of fill:
- Use of fill is not allowed in Flood Zone'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 INT D TO OBTA N FINANCING,CONSULT
WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NO E OF CO NCEMENT.
FLORIDA JURAT(F.S.117.03)
OWNER OR AGENT CONTRACTOR
Subscribed and sworn to(or affirmed)before me this Subscribed aria swam t ffinned befo me this
by I&—/!S— by o a c tsJ1
Who Is/are personally known to me or has/have produced Who is/are personally knfSwn to4be or has/have produced
as identification. t1111111!!l— as identification
�� 5lei PAGF
`
Notary Public ` •Mt5SI0N••./ �i otary Public
Commission No. : CCorem*fl4n No.
Name of Notary typed,printed or stamped Narb19of#Ng(jty®��,ppmlttad or3tamped
V
A vVo RK SHALL COMPLY WrfH PREVAIL ING
DES FLORIDA BUILDING CODE, r 4-
ATION AL ELECTRIC CODE,
AND TI`E CITY OF ZEPHYRIiILLS
ORIGIN NCES
CITY Or:
PILAN S I N-1 EF-11—
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INSTR#2019177561 OR BK 9991 PG 838 Page 1 of 1
S/H •10/17/2019 12:31 PM Rcpt:2100412 Rec:10.00 DS:0.00 IT:0.001
Nikki Alvarez-Sowles,Esq.,Pasco County Clerk&Comptroller
3
Permit No. Parcel lD Nor 'Z5-21-dd 90-OC�GY1-OSra�
�--- NOTICE OF COMMENCEMENT
St of 1'loria1a County of gsoo <Z L o
u
THE UNDERSIGNED hereby ghree notbe that Improvement will be made to certain road property,end In accordance with Chapter 713,Florida Stehrtes, ® Ur UJ LL UJ LL U) J
the following irt<ormatico fs provided In this Notice of Commencement U Z 0 F- J
1. Description of Properly. Parcel identification No,__3�1-25-z -ad 90-OOOoi7-a5lao
Q00 = N (Y o
StreetAddress: 37(027 Nehn? Pa.,6zons 31A. Z.e:nl,ucL N �I 3n35�/I C w a F- Lu F- u
LLI
2. Generel Deaception of improvement f' O Co Jew O 0 M QPrarn ex Q
W LL 0. U00 -
U
3. Owner lift., ar Lessee/Il�nfbnnaUon t the contracted for the Improvement Fes- O 0 0.
�d1UY1G ° C�Q�O I d 0 Q O X-p I
37(o2-7N stJ Nor�tenS .��✓� .�«S LLI
Q I' 1— - Q U
Address A Cry State ® >- U M 0 LL
Interest In Property. wn'r•5 � � � a Z O
Name of Fee Simple Titleholder, O W O Oof = Q
(H ditmnt hom Owner listed above) LL U U
Address Clry State U- 0 z 0 1 -�
4. convectorL j (n Q W
Addreee Na'"aSloO Ga �ls � Q ca 5 u-
CordmctftTelephoneNo.:��I3')7S`L-3513City v) FF-- O [
5. Surety:
Name
Address city State
Amount of Boft$ Telephone No.:
a. Lender tJ�T
Name
Address City Stets
Lenders Telephone No.: .e ti
7. Persona within the State of Flodde designated by the owner upon whom notices of other doeunrerds may be served as proMded
Section 713.13(1)(a)(7).Florida Statutes ® v
� e
Name c
� � e
Address city state
ti
Telephone Number of Designated Person:
a. In addition to hheaet,the owner designates —of-
to receive a copy of the Llerhore Notice as provided In Section 713.13(1 xb),Florida StahAes.
Telephone Number of Person or Entity Designated by Owner.
9. Er#m9on date of Notice of C mmencemerd(the ehphation data may not be before the completion of construction and final payment to the
convector,but will be one yearfrom the date of recording unless a ciftrent date to spedAed):
WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE E)PIRATION OF THE NOTICE OF COMMENCEMENT
ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART 1, SECTION 713.13, FLORIDA STATUTES AND CAN
RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT'MUST BE
RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING CONSULT
WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT.
�my Under
de ape y(l have re that 1 ad Me foregoing noticecomcommencementtlr ce of commencement end therein ere true to the best
STATE OF FL �``5ow���(;���
COUNTY OF .
07 Yc� OHleer/DI wtner/Msne Owners or arse s Aulhortced
�ONP ger
• i#GG331647 ' / Sign�nadtor•ye//TtdwWce /� f� 1
Theforegolrg' • ���methisLdeyof 41611' ,29/9 by Coro 1G�Cd
'4._ .c.,. ••••• �F .���d alnet' (type or ..ofltoe,trustee.etomay In fad)for
(name of haRa omInstrument was wwcuted).
Personalty Known Q$Produced Identillcaticox. Notary Sigrtebrre
Type of Identification Produce Name(Pdnd)
wpdetalbedr4tcooammenoemom_pe053010
o m
roan_ to
City of Zephyrhills
BUILDING PLAN REVIEW COMMENTS
Contractor/Homeowner: " d - 4 �, i
Date Received: 10 " �?-[q
Site: 0)
Permit Type: xa��' fl�
Approved w/no comment Approved w/the below comments: ❑ Denied w/the below comments: ❑
This comment sheet shall be kept with the permit and/or plans.
OCT 3 1 2619
Kalvin 24itzer—Plans Examiner Date Contractor and/or Homeowner
(Required when comments are present)
Business Orofessional Regulation
.:BCIS Home I Log in I.User Registration I Hot Topics I Submit Surcharge I Stats&Facts I Publications I.Contact Us.I_,BCIS Site Map 'I links I. Search .I
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t `i Product Approvai
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Produc Approvai Menu>,Product or Application Search>Application List>Application Detail -
• FL# FL19131-R1
Application Type . Revision
Code Version 2017 "
Application Status Approved.
Comments.
Archived 0.
Product Manufacturer Four.Seasons Building Products
Address/Phone/Email 7815 American Way
Groveland,FL 34736
(352)787,7766
bkaufmann@fourseasonsbp.com
Authorized Signature Bill Kaufmann
bkaufmann@fourseasonsbp.com
Technical Representative Bill Kaufmann
Address/Phone/Email 7815 american Way
Groveland,FL 34736 ..
(800)342-9077
bkauftnann@metatsusa.com
Quality Assurance Representative BILL KAUFMANN.
Address/phone/Email 7815 AMERICAN.WAY
GROVELAND,FL 34736
(352)787-7766 Ext227
bkaufmann@metalsusa.com
Category
Roofing
Subcategory Metal Roofing
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
0 Evaluation Report-Hardcopy Received
Florida Engineer or Architect Name who developed the Do Kim,P.E.
Evaluation Report
Florida License PE-49495
Quality Assurance Entity UL LLC
Quality-Assurance Contract;Expiration Date 02/16/2020.
Validated By James L.Buckner,P.E. @ CBUCK Engineering ..
Validation Checklist-'Hardcopy'Received .
Certificate
of Independence FL19131.RI COI.-certificate of Independence.= '
Referenced Standard and Year{of Standard}
Equivalence of Product Standards
-certified By
Sections from the Cade .
.1504
1507.4. .
1609
2002.4
Product Approval Method Method 2 Option B
Date Submitted 10/20/2017
Date Validated 10/20/2017
Date Pending FBC Approval 10/26/2017
Date Approved 12/12/2017
Summary of Products
FL# Model,Number or Name Description
19131.1 .3"aluminum riser pan&2.5"Twin Aluminum roof panels for patio covers,carports,walkway
Vee panels covers,roof over screened walls,outdoor patio products
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL39131 RS II' 2017 Four Seasons Aluminum Riser Panels
Approved for use outside HVHZ:Yes Install DWG.pdf
Impact Resistant:No Verified By: Do Kim PE 49497
Design Pressure:N/A Created by Independent Third Party:Yes
Other:see installation sheet for span tables Evaluation Reports
FL19131 R1 AE 2017 Four Seasons Aluminum Panel
Evaluation Renort;pd
Created by Independent Third Party:Yes
Batk Next
Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824
The State of Florida is an AA/EEO employer.CopUrright 2007-2013 State of Florida.:: riva _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
mall 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.emalls .
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 Acc epts:
�® ® �CMik'M -
Credit Card
Safe .. .
r FOUR S E A S C�[� . .PRODUCT APPROVAL DETAILS:
((]]� �` • BLDG CODE: 2017 FLORIDA BUILDING CODE
BUILDING PRODUCTS . HVHZ: NOT FOR USE INHVHZ &AD❑IAKgIMLLD
LOCK PANELS TO INSTALL . ..
LIMITS OF USE: FOR PATIO USE ONLY. C O N S U LTI N G
1 CARPORTS STRUCTURAL
-PATIO COVERS ENGINEERS
SUNROOMS
-SCREEN ENCLOSURES PO sox 10039
-CANOPIES Tampa,FL 33979
-OTHER SIMILAR MINOR STRUCTURES"
0.750" Notes: Rw w De saa
,
1. Aluminum roof panels shall be 3105-H24 for 0.024"riser pan panels,3105-H28 for 0.030"riser pan 0" 1
o �1ED
panels,and 3004-H24 for 0.027"and 0.040"Twig Vee panels or approved equal.� 0
2. Roof panel metal thickness tested:Nominal 0.024"&0.030". .
m o 3. Product materials conform to ASTM B209. p
6i, 4. All inside bend radii are 0.047 unless otherwise noted
o. 5. Standard Manufacturing Tolerances:
o 0.2po, _ Dimension+/-0.005
Radius+/-.005
N N RIB company,
Angle+/-'1'
0 0 6. Product test report for 0.024"and 0.030"Thickness Rolled 3"Riser Roof Panels,Test Report No.: .
.�• (TYP.) F7038.02-5401-04,April 20,2016.ASTM E330/E330M-14.Architectural Testing,Inc.an Intertek g
company,2250 Massaro Blvd,Tampa,FL 33619. _
7. All product performance specifications and construction requirements shall be engineered by a o C
licensed design professional in accordance with the Aluminum Design Manual,Specifications& EL W W
GuidellinesforAluminum Stmctwes.Wind resistance in conformance to FBC Chapter 16 for c In F
5 RIBS PER PANEL, EQUALLY SPACED Components and Claddin LOads,ASCE?-10 'o W a
po g Chapter 30 for]toof Components and Cladding for tY e
.. - Enclosed and Open Structures.Effective area for wind load calculations based on 36 sq.feet m. LL O y
(absolute value of controlling design pressure is shown on span tables). c !3 w
12• 8. Span schedule show maximum roof panel spans between supports.Max.span deflection limit L/60. y ur>
9. Mean roof height of structure shall not exceed 15 feet above grade.Span tables for open structures a1Oi U W
based on 5"max.roof elope.Span tables for enclosed structures based on 27"max.roof slope. LL
3"RISER ROOF PANELS 10. Each roof panel shall be connected per design professional's instructions,but shall have min.of o Z o¢U
(3)-#10 SMS w/neoprene gasket and washer at each support point(or other approved connection by u- .0 of a D
design professional)w/min.0.040"thick,'6063-T6 aluminum base metal. a F of
Ex 4isure B 1ASCE 7-10 Ultimate"Design Pressure Span Table ' Eti osure C ASCE 7-10 Ultimate Design Pressure Span Table W U a p
OPEN STRUCTURES' .. . ... : ... OPEN STRUCTURES. . .. . .
J to
Wind Speed Design Pressure iw!H
"s an ft Wind Speed ' " Design Pressure 0.024"so an ift 0.030':span ft
U O
210. .. 18.4 .12.44, 110 ..22.2 9.38 11.61 - DRAWN BY. uvx.120 '21.2. 11.71 120 25.0. 8.79 11.20g1EC10:D BY: DYK
SGLLE. ASSHOWN130 - .24.8 11.17 13030.0 7.79 10.68 DAZE a4e u140 28.8 20.80 140 34.8' 6.81 10,21
150 33.0 ' .10.38'. 1SO39.9 - b.78 - 9.1ZY160 37.5. 9.95 160 45.4 .4.71 9.15.
0. .
- DO.YEONaIM.P.E.r=
FLA.REG.NUMBER'49497'
1,
Exposure B JASCE 7-10 Ultimate.Design Pressure Span Table Exposure C .. ASCE 7-10 Ultimate Design Pressure Span Table, -a: i
ENCLOSED ATTACHED STRUCTURES 'ENCLO TTACHED STRUCTURES _ aCAN 26�97TE��c
n;o DO
SED A .. 'O' "•� aoxrom
Wind Speed Design Pressure 0.024"s an ft) 0.030"span ft Wlnd S eed Design Pressuie 0.024".s an ft 0.030"s an eft F[ Pp R
110 19.0 10.00
.. 12.25 110 23.0 9.21 11. i
d seal yp A
2 .6 9.30 11. ThislremhaiheenNRsoNallysgnedan D120 . . .
<<
120.
on this date using,M9luisi9n-m.Pdmed<"pp ftu,
130 26.5. 8.49 11.05 130 32.1, 7.35 10.48 9
dsxusnensarenaw yele renIccdand sea eda dsheu suture
muss beuerified on anY Hearonlcmpes.
240''"• 30.8 7.86- 10.60, 140, ,37.3 6.35: 9.97• mn.4o.19ious9o4ar
150 35.3 6.73 10.15 . 150 42.7" 5.23 9.42
160' 40.2 5.73 ". 9.67" 160 48.6 884 ""
Drawing No' 240376
. .. ,_ - SHEET 1 OF 2 � ,
�7 FOUR SEASONS
LOU BUILDING PRODUCTS LOCK PANELS TO INSTALL o❑ KIM
&ASSOCIATES,LLC
CONSULTING
STRUCTURAL
ENGINEERS
PO BOX+0039
T-R.FL 33979
Rev Description
12.661"
0'amr
0.151" 0.947" 0.236" 0.995" rclo 0 725" o
F I T i
0.098" 0.247"
0 0o 0.130" - 0.175"
N o - ag° 1.027" 0.05 n R=0.29" 0.350" v�0.350"-
TYP.
EL 3�
ww _
C :)
1.480" 1.895" -2.207" -2.207" 1.895 1.536" o
m' U.Uj
C to
11.920" y WwZ o
QU
to LLOof
H
2.5"RHINO TWIN VEE PANELS u- o a
F a 5�
Eit osure B. ASCE 7-20 Ultimate Design Pressure 5 an Table Exposure C ASCE 7-10 Ultimate Design Pressure S an Table. - Z
Z
IL
OPEN STRUCTURES.. . '• . . .- . . .. - OPEN STRUCTURES- W U j C)
Wind Speed Design Pressure 0.027"span ft 0.040':span ft Wind S eed' Design Pressure 0.027"span(ft 0.040"s an ft U W z
110 18.4 . . - 13.34 16.41. 110 " 2.2.2 13.01 16.00 -
p ¢U�
DRAWN BY: DYK
120 2L2 12.56 15.45 120. 25.0 12 56". 15.45 CHECKED BY. DYK
130 .24.8 .11.97 14.73 130 30.0 11.97 14.73
SCALE ASSNOWN
140' 28.8 11:57 ' 14.24 140 34.8 1L44' 14:08
DATE 3M9N1
250 33.0 . . 11.13 . . 13.69'" LSO 39.9 10.88 . 13.39
260" 37.5 10.67 ]3.12 160 45.4". 10.25" 12.61 "tt(�
by YEoN 1aM;P.E.'�'�
FLA ftWN1 MBER 4949)_
Ez osure B 1ASCE 7-10 Ultimate Design Pressure Span Table Exposure C ASCE 7-20 Ultimate Design Pressure Span Table
-D DO IS
ENCLOSED ATTACHED STRUCTURES -.. '. .. - ENCLOSED ATTACHED STRUCTURES. _ - M.a`Assocus,�41a
;
Wind Seed Design Pressure 0.027"span(f0.00sanff OWind Speed Desi n'Pressure 0.027"span ft 0.040"s an f Sx+ome'�
210 .19.0, . . 13.21 26.10. 110. " 23.0 12.71' 15.50 toRiad
120 22.6 12.50 15.24 120- 27.3 12.44 15.16 S��NA L E
msnem nas bel.,mea,adwiy9gneeam,ealed ey`w�'Sr
130 26.5 11.92 14.53 130 32:1 11.92 14:53
' IUm R m Wsdace u9ng a pglsal5l�a,s"¢.NNted c
of M1sdamnmlarcm wn9&-Js1g-d."W sealed
140 30.8 11.43 13.94 140 37.3.' 21.33 13.82 ^eggaue""r°e.ede.d°"arae°a mpe*
35.3' .. 20.95 13.35. ISO." 42.7 10.71" 13.06 ro e,ax,33 o490
160 40.2. 10.43. 12.71' 160'. . .
48.6 10.05 12.26
Drawing No. 240316
SHEET 2 OF 2
Business Regulattoft
• BCIS:Home: I Login I:User Registration I Hot Topics I Submit Surcharge I Stats&Facts I Publications I Contact Us:I- BCIS Site. ap I Unks.�'-•Search.I
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Product Approval
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rear<. e a
Product Aeproval Menu>Product or Application Search>Application List>Application Detail -
FL'# FL697-R7
Application Type Revision
Code Version 2017
Application Status Approved
Comments
Archived O
Product Manufacturer Amarr Garage Doors/Entrematic .
Address/Phone/Email, . . 165 Carriage Court
Winston-Salem,NC-27105
(336)251-1307 -
robert.r*ichardson@entrematic.com
Authorized Signature. Robert Richardson
robert.rich a rdson @ entrematic.com
Technical Representative Robert Richardson,
Address/Phone/Email 165 Carriage Court
Winston-Salem,NC 21105.
(336)251-1307
robert.richardson@entrematic.com
-Quality Assurance Representative Danny Joyner
Address/Phone/Email, Amarr Garage Doors
165 Carriage Court
Winston-Salem,NC 27105_
djoyner@amarr.com
Category Exterior Doors
Subcategory - Sectional Exterior Door.Assemblies.
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional.Engineer
7 Evaluation Report=Hardcopy Received
Florida Engineer or Architect Name who developed,the Thomas L.Shelmerdine
Evaluation Report.
Florida License PE-0048579
Quality.Assurance Entity Intertek.Testing Services NA,Inc.-QA Entity „
Quality Assurance Contract.Expiration Date 01/O1/2027
Validated By Steven M.Urich,PE
. . . . . U Validation Checklist-Hardcopy Received.
Certificate of Independence FL697 R7 COIL Statement-of Independence 2017.pdd
Referenced Standard and Year(of Standard) Standard Year
ANSI/DASMA 108 2012
ANSI/DASMA 115 2012 "
ASTM E1996 2009
ASTM E330 2002 .
TAS-201 1994
TAS-202 1994
TAS-203 1994 .
Equivalence of Product Standards
Certified By Florida Licensed Professional Engineer or Architect
'FL697 R7 Equiv ASTM TO DASMA LETTER.pd
FL697 R7 Equiv DASMA 108 and 115 2005 vs 2012:pjf,
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 10/16/2017
Date Validated 10/17/2017
Date Pending FBC Approval 10/22/2017
Date Approved 12/12/2017
Summary of Products
FL# Model,Number or Name Description
697.1 1200#SFC-590-010 10'thru 16'wide. Design pressure+46.0/-56.0
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL697 R7 II SFC-590-010 drawing 7-10 sealed.2df
Approved for use outside HVHZ:Yes Verified By:TOM SHELMERDINE 0048579
Impact Resistant:Yes Created by Independent Third Party:Yes
Design Pressure:'+46.0/-56.0 Evaluation Reports
Other:Design pressure+46.0/-56.0 Glazing Not Allowed FL697 R7 AE B117-1"1 to-16.12df
FL697 R7 AE Salt Spay Test update FL 697-R4.pddf
FL697 R7 AE'SFC-590-010 Evaluation Report 7-10 revised-
sealed,pdf
Created by Independent Third Party:Yes
697.2 1500/1200#SBC-580-019 10'thru 16'wide.Design pressure+29.5/-29.5
Limits of Use Installation Instructions -
Approved for use'in HVHZ:No FL697 R7 II SBC-580-019 drawing 7-10 sealed.pdf
Approved for use outside HVHZ:Yes Verified By:TOM SHELMERDINE 0048579
Impact Resistant: No Created by Independent Third Party:Yes
Design Pressure: +29.5/-29.5 Evaluation Reports
Other:Design pressure+29.5/-29.5,Not.for use in HVHZ-. FL697 R7 AE SBC-580-019 report 7-10 sealed.pd
Glazing not available in Wind-Borne Debris Regions. Created by Independent Third Party:Yes
697.3 1500/1200#SBC-580-020 9'thru 16'wide. Design pressure+33.0/-34.6
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL697 R7 II SBC-580-020 drawing 7-1 seaied.pdf
Approved for use outside HVHZ:Yes Verified By:TOM SHELMERDINE 0048579
Impact Resistant:No Created by Independent Third Party:Yes
Design Pressure: +33.0/-34.6 Evaluation Reports
Other:Design pressure+33.0/-34.6,Not for use in HVHZ. FL697 R7 AE SBC-580-020 report 7-10 seaied.pddf
Glazing not available in Wind-Borne Debris Regions.. Created by Independent Third Party:Yes
697.4 1500/1200#SBC-580-023 Thru 9'wide. Design pressure+30.4/-30.4
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL697 R7 II SBC-580-023 drawing.7-10 sealed.pdf
Approved for use outside HVHZ:Yes Verified By:TOM SHELMERDINE 0048579
Impact Resistant: No Created by Independent Third Party:Yes
Design Pressure: +30.4/-30.4 Evaluation Reports
Other:Design pressure+30.4/-30.4,Not for use in HVHZ: FL697 R7 AE SBC-580-023 report 7-10 sealed.pddf,
Glazing not available in Wind-Borne Debris Regions. Created by Independent Third Party:Yes
697.5 1500/1200#SBC-580-024 Thru 9'wide. Design pressure+35.1/-35.1
Limits of Use Installation Instructions.
Approved for use in HVHZ:No FL697 R7 II SBC-580-024 drawing 7-10 sealed.12d
Approved for use outside HVHZ:Yes Verified By:TOM SHELMERDINE 0048579
Impact Resistant: No Created by Independent Third Parry:Yes
Design Pressure:'+35.1/-35.1 Evaluation Reports
Other:Design pressure+35.1/-35.1,Not for use in HVHZ. FL697 R7 AE SBC-580-024 report 7-10 sealed:pdf
Glazing not available in Wind-Borne Debris Regions. Created by Independent Third Party:Yes
697.6 1500/1200#SBC-580-025 Thru 9'wide.Design pressure+29.1/-29.1
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL697'R7 II SBC-580-025 drawing 7-10 seaied.pdf
• Approved for use outside HVHZ:Yes Verified By:TOM SHELMERDINE 0048579
Impact Resistant:No Created by Independent Third Party:Yes
Design Pressure: +29.1/-29.1 Evaluation Reports
Other: Design pressure+29.1/-29.1,Not for use in HVHZ. FL697 R7 AE SBC=580-025 report 7-10 sealed.Rdf -
Glazing not available in Wind-Borne Debris Regions. Created by Independent Third Party:Yes
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Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824
The State of Florida Is an AA/EEO employer.QRNright 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:
Credit Card
-Safe
(2)1/4'x 3/4• 3'2061L STRUT
HEX HEAD SCREWS STRUT ttIP 1 3/B'(t500) (21 PER SECTIIII ATTACHED
iY(I20W �I (� V/(B)1/4•x 3/4'HEX HEAD SCREWS
AT (P) STILE
3'EOGA PTr otr� mu nSDm tB W RESIDENTIAL JUNIOR
STRUT 24 GA EXT.SKI!0200 jO./FUTURE�4'HCJ(NEAR SEEMS
45 iRllr CLIP V4•x 3/4• �Ddl' ./4' SNIDE BR 1%ATTACHED
SCREWS
HEX HEAD SaREvs W/(2)t/4•s 1/2'BOLT AND NUTS
TYPICAL TOP STRUT ATTACHMENT SI � - '
3 TYPICAL DURASAFE END HINGE S1
¢A2m acrroN q 27 GA INTERIOR SIN -
��
A Ia N T AVAn.•r 18'
1. r
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7 U"S73, -U INSULATION
T
7.
B1• GLAZING OPTION CROSS SECTION
9
�. k T GLAZING NOT AVAILABLE IN VIND-BaRNE DEBRIS REGION
QA2NC MEETS ASTY fl300-04
ek I 2 1 1�
9F' U GILIONGE _ �\DD:..F PRO v7A ntAYE I UV PMTR�OIE I�TS
MIL 3/32'THIO(SSB GLASS
lop 0151 .. \
5r 5k
If'�•�. I 46� I A i6e I_ 49�
3/4' IXDED INSIDE FRAME
16 AT EACH MNOOW FRAME _SECTION B-B
SECTION HEIGHT INSIDE ELEVATION SECTION��
STEP/LIFT HANDLES ATTACHED
LSTRUT SPACING STRUT SPACING V/(M V-2M 2 V 2W>4 % 2 0 - '
14GA BURASAFE B(LTS MID 1/4%20 NUTS -
3.20"STEMS ATTACHED END HINGE ATTACHED
V/(2)V4'x 3/4• V/(2)1/4'x 3/4'
HEIR HEAD SCREWS HEX HEAD SCREWS,
3'20GA.STRUTS ATTACHED 13W BOirDI
V/X 1/4'x 3/4' BRACKET ATTACHED V OS7> M OF�6 0AE H♦D!HEAD SCREWS 14W 1KRRASAFE W/CD 1/4•X 3/4'
NYLON m STEEL CENTER WNW ATTACHED A W(EABD OtAf1G 101EE FIIBtAT 4
ROLLER V/5•STEM W/(4)1/4'x 3/4• lRE1c FEAT ABA2 OU
HEX WAD SCREWS �wtr.AUK EXTRUSION
B IE59D IDES 6 tl 12/i6/OI ®Y
W/curr.v1Nn ASTRAGJIL
14w�� � SECTION A-A (SIDE VIEY)
C MED 1D ASDE T-10/IBC 2Q0' 07f 6pt OTC
ROLLER CARRIER ATTACHED ••
0)111)x 3/4'PAN V/(4)1/4• 3/4• ••
SCREW. TYPICAL ON HEX HEAD SCREWS • �„
ALL SECTIONS EXCEPT • MAX SIZE
TOP TOP INSIDE CORNER 16'X 14' :v�V�C•."i•'
EACH SIDE TYPICAL DURASAFE END HINGE SI •
NON GAZED SECTION 1 • ND.• •; •,
DESIGN LOAD
+29.5 PSF 17/Cjg11
-29.5 PSF --99,, STATE OF
TYPICAL DURASAFE CENTER HINGE $1 � RO�P
(1)5/18'Du,X 1-5/6' 2 TEST LOADS �v)uv
YEROD OF TESTING•A5 N IAXISTANf1AL
LAG BOLT B BRACKET
T JAMB IriAN¢1F1N THE PRIXIDUE DESOMED N AMU +45.3 PSF
AT FA.JAYS BRAGJEr 20 CA.CALV.STEEL 11E HTTE9A7lS 91DNN ON THE WAXNOS NUM -45.3 PSF
FlIII STILE Tm UNo ASDE 7-10 THE FQiD•/q .......
N AwnuNs(5 F¢T a oaoR tmTx N THE RIND zac .
AT ANT
(SIAPUm BY INSTALLER) too•S® IFN taD IaT t(a ISR 1N
LH3TL B C C D 0
YEAH ROfi I�OIi to ]] 1
2karr
1A3 CARRIAGE MJRT WINSTQN-SAIML NL 27107 WWAWJMCN
7� MODEL#1200 WeatherGuard Plus w/DuraSafe.
80L'T H ETAINER MODEL#1500 WeatherGuard w/DuraSefe
TRACK THICKNNEESSSOES' (1)PER RouEa Heritage,Stratford,and Oak Summit 3000 in Short,
2%5 SOUTHERN YELL PINE Long,Flush,Ribbed and Oak Summit Panels
(NQ 2 OR BETTER) SKI g1AM BY OJ BATE 04/N/01 WAM KM .
TRACK MOUNTING DETAIL B amift Ac BATE M/24A2' SBC-580-019
. I BEIM 1H0YA5 L 9Eh0K PE IG BA GDM 9M 1 OF 2''
WOOD JAMB ATTACHMENT TO STRUCTURE
2 Y n ATAWYDl1 m wooD FRAIE STRL -
5/10•x rLAD SCREW STMRVO E•FROM DW THEN 2D-OA(1 1/r OEM SPLICE TRACKS AT 1F05 LOCATION
2 x n E4RIIrA1.MVH Dnolvwr m 2—w HnNe Ell 1/ BOLTS&NUTS
NLTI xwK B0.T 3/d•%1'SGWw10 S•F1i0Y klos 7141 21'GG(%1/r[YHDIOIn SECURE 1Y04 JAILB WITH(J�8�8 pA.a 1 S/e*
IRTI 5llEK ANWOR J/6•x 2-3/4'ST=Or FRDW ENDS THEN 1S•O.G I1 1/4'DDIDIE]FG LAC BOLTS
11W/RN6E716LlFAD(DN-BGL7)J/Y x v STARND S•FR ENDS THEN 3� oL(3 1/1•D�IQ
]Y W VSRIrAt.wIR ATAbWWM m MI
C-GO
SARSON 1/4•%3•TRW SGOS SUM ING G'FROM ENDS,115E FAGS OF rASMOM(r APAKT)AT D•O.
I%A DER
HILTI 1/4-%2-3/4 KWIX-CON B+SMMS SEM LNG 0•FROM ENDS USE PANS OF FA ENETS(r MMO
AT OP-(11 4•DHOI]* -. .. .
HL11 SLEEVE ANaa J/C%2-0/4•SLARLEO C FTtGY ENDS E 2Y OL.(1 1/4•EhUMMOM
(CAR.USE FASIE/46 FOR HOLLOW D-DD MOCK) - .
12 B CALK.STEEL
RAIGSREP AND OF O S BS BYrSIRR m F1to/DE A'FTJ9L MDIAIINO SURPIlE JAMB ATTACHED
W/(
siDPARA1iw1 R wood 1AMI1S Lw oLHHDHs p5� ATrA6ED w/(t)1/4'-20
E TRACK SPLICE BOLT n NUT
WOW CONCA.7E H10LLnw LEGO( aa11BD BIDrx <THHa11G1O
h, SIIWOIUFtE 57RIR:RBS SIRIICR%E SIRIICFUfE H .
2xW AM B .
TIP.Me KIN 4-KIN
A
TRACK CONFIGURATION FOR 8'B•UP TO 14 TALL DOORS
MUM Ors JAMB BRACKET LOCATIONS
MAX NTH 1Fr
DOOR TRACK ATTACHMENT SPLICE In
HEIGHT A B C D E F G H S
+ a�(nl ff DATEr IN
M/1 p® A mRRBB wAw m u RmAT-=0 1!5/FT SEE NOTE 2 6'6" 4" 21" 39" 57" 70"
OF Pos'"E FTC T 4" 21" 42" 63" —78"= a RETHD M0)ES e v )2pepe l9(
NEGA➢4E PRESS K
T 6" 4" 18" 36" 54" 72" 82" c uPBATm m Asa T-(opec 2mo 107tsill 1 o2c
8' 4" 21" 39" 57" 75" 88" •,•••••••
8'6" 4" 21" 42" 63" 81" 94" V�c�
9' 4" 18" 36" 54" 72" 90° MAX SIZE ����"�•• 40•�;•
10D" 16'x 14 ,•V `ANY
9'6" 4 21" 39" 57"1 76'1 93"1 106, No.
�DOERS AND NOIES 10' 4" 21" 42" 63" 81" 99" 112" DESIGN LOAD
10'6" 4" 21" 42" 63" 84" 105" 118" +29.5 PSF 11�q� 2,b11
t 3f L ALL M LOAD FROM THE DOOR IS 1RANSDOFD TO THE VERTICAL TRAM -29.5 PSF STATE OF
[� r FROM THE TRAa T!E LDM Is 1NA16iFIDFD TOTE VERT WL.NI®S
'PiT 7C �j THE Hor» f&"M OR HEADER�M Pans or THE UM 11' 4" 21" 39' 57" 75" 93" 111" 124" TEST LOADSTRAN% RONDp'�
ZEOCH VER FROI THE
DOOR ••••••
z as Vv11 DAL aAHes L LatL1L5 1W0 A Y xsa 1DADs OF: 11'6" 4" 21" 42" 63" 81" 99" 11 T' 130" +45 3 P '�NALT�' '•
i230.0 LBS/{7•-Mo 185/FT.
Doao Ab HIAIDEAFE xxt Ilc pL9O�,YNIUEACIIWFD 12' 4" 21" 42" 63" 84" 105"123" 136"
AID INSTALLED wTx 9TAMARD3 AS SET fOfIM Frf DASHER
`MODEL 1500 DOOR=non 91ML BE 27 oA(.OLD)W Ni M AND
12'6" 4" 21" 39" 57" 75" 93" W147169'
n aA E.G1o1 YN ExiEIODR IIM1LED FADED.G- GKKANRATON w/
&M EL 12m WOR SOMOM SML M 27 u(.010)MN N OR AND 13' 4" 21" 42" 63" 81" 99"
24 OA(Et21 ul Ex1FAlGR ROBED FMIX6 D-4o GALVAIATA➢a w/
I Hx1 HK<TESIFEI i1M9L 13'6" 4" 21" 42" 63" "' 105"
i DOORS�Ir�TO 1 v HIG SHOW 2ksrx
H m�issr W 3ECD NoSECoONS i�Mas THAN a•wGc 14' 4" 21" 42" 63" 84" 105"
.. B SLW c SIRVCRAAL ODORS 544L K OES"EO 167 URRIArZ CART VINSLDFSALOI.NL BTIOSS WVAMAPR.mI
OT A LIE ,—PaatssroNAL� -�"wAD IDAos AL( JAMB BRACKET LOCATIONS - � MODEL'#1200 WeatherGuard Plus w/DuraSafe
Wautm a TH6 ORA1Bq N AGUIIRI To G11EN LnAOW1as MAY BE MOVED UP TO+/-2•
MODEL#1500 WeatheTGllard w/DurnSafe
Heritage,Stratford,and Oak Summit 3000 in Short,
AVAILABLE TRACK CONFIGURATIONS
N.TN.T.S. g•
Lon Flush,Ribbed and Oak Summit Panels
WE WM 91 0U WE 04/14/0I WAW USER
B Mn BY AM DAIe 01124/B2 SBC-580-019
DOM THEM L SIEWOE PE UG RG WMI SIFT 2 ff 2 '
nal Regulation
----
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Product Approval
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Product Approval Menu>Product or Application Search>Application List>Application Detail
• FL# FL7648-R4
Application Type Revision
Code Version 2017
Application Status .Approved
Comments
Archived G
Product Manufacturer A.J. Manufacturing,Inc.
Address/Phone/Email '1217 Oak St
Bloomer,WI 54724
(715)568-2204 .Ext31
dcapra@ajdoor.com
Authorized Signature Daniel Capra
dcapra@ajdoor.com
Technical Representative
Address/Phone/Email
Quality Assurance,Representative
Address/Phone/Email
Category Exterior Doors
Subcategory Swinging Exterior Door Assemblies
Compliance Method Evaluation Report from a Florida Registered Architect or'a Licensed Florida
Professional Engineer
0 Evaluation Report-Hardcopy Received
Florida Engineer or Architect Name who developed the Allen N.Reeves,P.E.
Evaluation Report
Florida License PE-19354
Quality Assurance Entity Architectural Testing,Inc.,an Intertek Company
Quality Assurance Contract Expiration Date 12/31/2020
Validated By Jesus Gonzalez,P.E.
ej Validation Checklist-Hardcopy Received
Certificate of Independence FL7648 R4 COI"17080001-01 Certificate of Indeoendence.pj
Referenced Standard and Year(of Standard) Standard Year
ASTM E330 2002
Equivalence of Product Standards
Certified By Florida Licensed Professional Engineer or Architect
FL7648 R4 Equ v E u'Va n y Ltr' f
Sections from the Code
Product Approval Method Method 1 Option D .
Date Submitted 09/20/2017
Date Validated 09/26/2017
Date Pending FBC Approval 09/29/2017
Date Approved 12/12/2017
Summary of Products
FL# Model,Number or Name I Description
7648.1 3100,4100,3700,3125,3725, Entry door,single swing,3068,foamed door panel with steel
3150,3750,4150, 5100,5700, sheets and optional 1/9 x 2/11 door lite.
7100,&7700
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL7648 R4 II 17080001-01 A]Entry doors dwg pdf
Approved for use outside HVHZ:Yes Verified By:Allen N. Reeves PE-19354
Impact Resistant:No . Created by Independent Third Party: Yes
Design Pressure: +55.0/-60.0 Evaluation Reports
Other:Values are with standard latch only.Design pressure FL7648 R4 AE 17080001-01 A]Entry doors calcs.(�df
With standard and deadbolt latches: +55.0/-66.7 psf FL7648 R4 AE 17080001-01 A]Entry doors eval rpL.pdf
Created by Independent Third Party:Yes .
c76 8: (Partner Series 21A,-2.2125A,L (Exterior Outswing Entry Door)
, .150A,MW3i5,21S,and 21STi
Emits of Use (Installation Instructionsl
!Approved for.use in HVHZ: No' FL7648 R4 II 17080001-01 AJ Partner doors drwgs.pdfl
.Approved for use outside HVHZ•Yesi (Verified By:Allen N. Reeves PE-193544
dImpact Resistant:Not (Created by Independent Third Party:Yest
411)esi6n Pressure: +50/- 34 1 (Evaluation Reports!
'Other:? !FL7648 R4 AE 17080001-01 A] Partner'doors calcs:pdfi
FL7648 R4 AE 17080001-01 A] Partner doors eval rpt.pdf
(Created by Independent Third Party: Yes;
7648.3 Responder Series R41,R4.125, Exterior Outswing Entry Door
R4.150 and R51
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL7648' R4 II 17080001-01 A]Responder doors drwgs.pdf
Approved for use outside HVHZ:Yes Verified By:Allen N. Reeves PE-19354
Impact Resistant:No Created by Independent Third Party: Yes
Design Pressure: +50/-50 Evaluation Reports
Other: FL7648 R4 AE 17080001-01 A]Responder door eval rpt p-df
FL7648 R4.AE 17080001-01 A]Responder doors_calcs.
Created by Independent Third Party:Yes
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Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824
- The State of Florida Is an AA/EEO employer.CoR�right 2007-2013 State of Florida.::Privaty 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:
�.NOW
Credit Card
Safe. .
LATCH SIDE HINGE SIDE
4 FASTENERS
THROUGH 3'-2 9/16"MAXIMUM 4 FASTENERS
INSTALLATION ALUMINUM THROUGH
HOLES. ONE 4" FRAME ALUMINUM INSTALLATION HOLES
FROM SILL AND M FRAME ONE 4"FROM SILL
HEAD I AND HEAD
a €'ti
2 FASTE 4ERS '='^
a
AT S RIKE
1
4v , a" .
r
4 FASTENERS 6"8 7/8 S EACH HALF
THROUGH MAXIMUM WAY BETWEE
INSTALLATION 1/2 INCH MAX 3 FASTENERS HINGES
HOLES SHIM SPACE Q 1 THROUGH EACH DETAIL A
OF 3 HINGES SCALE 1 : 2
DETAIL B '
SCALE 1 :2 WOOD- #10(.190"O)x 3 1/2"WOOD SCREWS
GENERAL NOTES SERIES 30.0 SS, MIN. PENETRATION 1 3/4"
STEEL- #10 (130"O)x 2 1/2"SELF DRILLING
1. DOOR INSTALLATIONS SHOWN SCREWS,SERIES 300 SS, MINIMUM
ARE CAPABLE OF WITHSTANDING 0.0451"(18GAGE) SUBSTRATE
_DESIGN WIND PRESSURES OF CONCRETE- 1/4"0 x 2 3/4" ITW SCOTS
.+50.0 PSF AND -43.3 PSF TAPCONS, MINIMUM 1"EMBEDMENT
MASONRY- 1/4" 0 x2 3/4"ITW SCOTS
2. THE ABOVE PRESSURES ARE FOR \ ��� TAPCONS MINIMUM 1"EMBEDMENT,
AN OUTSWING DOOR,AN ti��` �1 N R� ,�i. MINIMUM EDGE DISTANCE 2"
INSWING DOOR WOULD HAVE ��`��- E NDATE
REV.a�rrR os/i��7
THE PRESSURES REVERSED .'L� s ' cl'r% RAWN. CRU O2/07.'•1 J AJ Manufacturing Inc
ZZ
�Y :• No. 19354 " Bloomer,W1
3. THE ABOVE PRESSURES ARE IN UNLESS OTHERWISE TrtLE-.
CONFORMANCE WITH THE 2017 `-a : = SPECIFIED: FLORIDA INSTALLATION
FLORIDA BUILDING CODE, =;4 • :'v� DIMENSIONS ARE IN INCHES 21A, 2.125A, 2.150A, MW315 ev.
SECTIONS 1709.5 AND 2404.1 U' c I KII E OF 4t1 DANCES:
lj '�\� ANGULAR:2PLACE�FOLDED ..1o/' DOOR AND ALUMINUM JAMB A
C7`�� PUCE DECIMAL S=5W ,S/Oa R 1 ` PARTNER SHEET
I S Se` 'a/7 %qi4 NAB DO NOT SCALE SYSTEMS 1 OF 2
5 43 2
7100 FRAME FOR SYSTEM 21ST SHOWN.
6-BEND STEEL FRAME FOR SYSTEM 21S IS SIMILAR,
2
7 SECTION B-B
SCALE I I
4
3
. ....... ...
FOR FASTENER
DETAILS,SEE SHEET 1 OF 2
A
THERMALLY BROKEN STEEL JAMB CALLOUTS
1 TPE DUAL-SEAL WEATHER SEAL
2 IX-944A ALUMINUM PARTING STOP
SECTION A-A 5 EXTRUSION
SCALE 1 1 3 WELD NUT, 1/4420 SINGLE TAB
4 1.26"AI.09'POLYETHYLENE THERMAL
BREAK
5 16 GAGE STEEL JAMB PART I
6 16 GAGE STEEL JAMB PART 2
7 114-20x3/4 MACHINE SCREW (7 EACH) -
REV.ANR 09/13/17
DATE
c, E N 13
DRAWK- CRU 02/07/11 Aj Manufacturin&Inc
Bloomer,WI
UNLESS OTHERWISE TITLE: THERMALLY BROKEN
No. 19354 SPECIFIED:
STEEL FRAME ASSEMBLY
DIMENSIONS ARE WINCHES Rev.
TOURANCES- 21 ST, AND 21 S A
,4ANWLAk.FOMED z 1/2'
STATE OF .441 2PLACEPECUAL i.010W
- 4 M&CEDECWL !.WSW . SHEET
PARTNER
/-r ""7 0 R 1. DO NOT SCALE SYSTEMS 2 OF-2
5 4 2