HomeMy WebLinkAbout19-21297 CITY OF ZEPHYRHILLS
5335-8TH STREET
(813)780-0020 21297 '
BUILDING PERMIT
PERMIT INFORMATION LOCATION INFORMATION
Permit Number: 21297 Address: 5023 20TH ST
Permit Type: ADDITION/ALTERATION ZEPHYRHILLS, FL.
Class of Work: 434-ADD/ALT RESIDENTIAL Township: Range: Book:
Proposed Use: NOT APPLICABLE Lot(s): Block: Section:
Square Feet: Subdivision: CITY OF ZEPHYRHILLS
Est. Value: Parcel Number: 1 1-26-21-001 0-21 600-01 1 0
Improv. Cost: 7,500.00 OWNER INFORMATION
Date Issued: 5/30/2019 Name: LAURIE, LAN ESHA&DAVEN PORT, GEOR
Total Fees: 120.00 Address: 5023 20TH ST
Amount Paid: 120.00 ZEPHYRHILLS, FL. 33542
Date Paid: 5/30/2019 Phone: 813-838-0650
Work Desc: REPLACE 10 WINDOWS
CONTRACTORS APPLICATION FEES
REECE BUILDERS WINDOWS , INC BUILDING FEE 120.00
Vve
`tom
Ins ections Required
FOOTER 2ND ROUGH PLUMB MIS MISC INSULATION CEILING
FOOTER BOND DUCTS INSULATED SEWER MISC.
ROUGH ELECTRIC LINTEL MISC MISC.
13T ROUGH PLUMB PRE-METER INSULATION WALL MISC.
DUCTS INSTALLED WATER MISC DRIVEWAY
PRE-SLAB SHEATHING MISC. MISC.
CONSTRUCTION POLE FRAME MISC. MISC.
REINSPECTION FEES: (c)With respect to Reinspection fees will comply with Florida Statute 553.80 (2)(c)the
local government shall impose a fee of four times the amount of the fee imposed for the initial inspection or
first reinspection,whichever is greater,for each such subsequent reinspection.
NOTICE: In addition to the requirements of this permit, there maybe additional restrictions applicable to this property that
may be found in the public records of this county, and there may be additional permits required from other governmental
entities such as water management, state agencies or federal agencies.
"Warning to owner: Your failure to record a notice of commencement may result in your paying twice for
improvements to your property. If you intend to obtain financing,consult with your lender or an attorney
before recording your notice of commencement."
Complete Plans, Specifications Must Accompany Application.All work shall be performed in accordance with
City Codes and Ordinances. NO OCCUPANCY BEFORE C.O.
NO OCCUPANCY BEFORE C.O.
CONTRACTOR SIGNATURE 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 Permitting
Owner's Name �� "e� 1��r�� Owner Phone Number 8134J D�-QLQ50
Owner's Address ��Z� 1� '7 Owner Phone Number
�` ►1 1 J ���� C Owner Phone Number
JOB ADDRESS 502-2) 2 O fi h -:�:)A—- LOT# I
SUBDIVISION C1 O T PARCEL ID# 1 1 —OO Z(LP00 "O O
(OBTAINED FROM PROPERTY TAX NOTICE)
WORK PROPOSED e NEW CONSTR e ADD/ALT = SIGN = = DEMOLISH
INSTALL REPAIR
PROPOSED USE SFR 0 COMM d OTHER 12 G
TYPE OF CONSTRUCTION BLOCK = FRAME = STEEL =
DESCRIPTION OF WORKAp rl
BUILDING SIZE SO FOOTAGE= HEIGHT
=BUILDING $ ^-1 a�-•� VALUATION OF TOTAL CONSTRUCTION
=ELECTRICAL $ AMP SERVICE DUKE ENERGY = W.R.E.C.
=PLUMBING $
=MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION (�„( �/NS ee
i—
=GAS = ROOFING 0 SPECIALTY = OTHER
1
FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO
BUILDER COMPANY I cc Cc- UI C�C—V-5
SIGNATURE /� REGISTERED Y/ N FEE CURRRE�N� Y/N
Address nth Av c N License#
ELECTRICIAN COMPANY
SIGNATURE REGISTERED Y/ N FEE CURREN Y/N
Address License#
PLUMBER COMPANY
SIGNATURE REGISTERED I Y/ N J FEE CURREN
Address License#
MECHANICAL COMPANY
SIGNATURE REGISTERED Y/ N FEE CURREN Y/N
Address License#
OTHER COMPANY
SIGNATURE REGISTERED Y/ N FEE CURREN Y/N
Address License#
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)
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 W" unless expressly permitted.
- If the fill material is to be used in Flood Zone "A", it is understood that a drainage plan addressing a
"compensating volume" will be submitted at time of permitting which is prepared by a professional engineer
licensed by the State of Florida.
- If the fill material is to be used in Flood Zone "A" in connection with a permitted building using stem wall
construction, I certify that fill will be used only to fill the area within the stem wall.
- If fill material is to be used in any area, I certify that use of such fill will not adversely affect adjacent
properties. If use of fill is found to adversely affect adjacent properties, the owner may be cited for violating
the conditions of the building permit issued under the attached permit application, for lots less than one (1)
acre which are elevated by fill, an engineered drainage plan is required.
If I am the AGENT FOR THE OWNER, I promise in good faith to inform the owner of the permitting conditions set forth in
this affidavit prior to commencing construction. I understand that a separate permit may be required for electrical work,
plumbing, signs, wells, pools, air conditioning, gas, or other installations not specifically included in the application. A
permit issued shall be construed to be a license to proceed with the work and not as authority to violate, cancel, alter, or
set aside any provisions of the technical codes, nor shall issuance of a permit prevent the Building Official from thereafter
requiring a correction of errors in plans, construction or violations of any codes. Every permit issued shall become invalid
unless the work authorized by such permit is commenced within six months of permit issuance, or if work authorized by
the permit is suspended or abandoned for a period of six (6) months after the time the work is commenced. An extension
may be requested, in writing, from the Building Official for a period not to exceed ninety (90) days and will demonstrate
justifiable cause for the extension. If work ceases for ninety(90) consecutive days, the job is considered abandoned.
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR
PAYING TWICE FOR IMY90VEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT
WITH YOUR LENDE AN ATTORNE B FORE RECORDING YOUR NOTICE OF COMMENCEMENT.
FLORIDA JURAT(F.S. 11 .03
OWNER OR AGENT CONTRACTOR
s affirmed)before m savor_ .: r_= frm-eaa beme i Subscribed and an — -
Vb
Who is/ar ersonally known one or has/have produced Who is/are personally known to me or has/have produced--=—=--=
as identification. as identification.
(�.qQd
t n� i + Notary Public Notary Public
mm' si No. `'1�C , Commis ' 9y' I's JACQUELINE
Name of Notk typed,printed or stamped Name offlie �'018
Y
Notary Public State of Florida
Cayla LincolnMy Commission GG 156468
Expires 10/30/2021
I clan I.. _
City of Zephyrhills
BUILDING PLAN REVIEW COMMENTS
Contractor/Homeowner:
Date Received: IS--1—( 9
Site:
Permit Type: C�
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.
-MAY"2 g 2019
Kalvin §Witz — ans Examiner Date Contractor and/or Homeowner
(Required when comments are present)
'. IL'" it 1"� 9•". I M to
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��O�d `5
Product Approval
V USER:Public User
Product Approval Menu>Product or Application Search>P_,ppl_ination Lis t'•>Application Detail I
t
FL# f FL11411- .6 I
Application Type Revision
Code Version 2017
Application Status 0 Approved
*Approved by PR,Approvals by DBPR shall be reviewed and ratified by
the POC and r the Commission if necessary.
Comments
Archived
Product Manufacturer Regency Plus Incorporated
Address/Phone/Email 2000 Locust Gap Highway AILINCy
Mount Carmel, PA 17851
(570)339-3374 K SHALL COMPLY WITH PR
tonyp@conservationwLORIDABUILDING CODE'
CODES
NATIONAL-ELECTRIC CODE,
Authorized Signature Tony.Procopio CITY OF ZEPHYRNILLS
tonyp@conservatlonwir�ll CEs
ORD1N ey4�g
Technical Representative Joe Korzeniecki e�i 9 1.
Address/Phone/Email 2000 Locust Gap Hwy. ���
Mount Carmel,SD 17851
(570)339-3374 � �`� I ��'��J
joek@Window-pros.info Y 1�
Quality Assurance Representative Joe KorzenieckiLFr,
Address/Phone/Email 2000 Locust Gap Hwy,
Mount Carmel, PA 17851
(570)339-3374
joek@wi ndow-pros.info
Category Windows
Subcategory Horizontal Slider
Compliance Method Certification Mark or Listing
Certification Agency National Accreditation&Management Institute
Validated By National Accreditation&Management Institute
Referenced Standard and Year(of Standard) Standard Year
AAMA/NW W DA101/I.S.2-97 1997
TAS 201 1994
TAS 202 1994
TAS 203 1994
Equivalence of Product Standards
Certified By Florida Licensed Professional Engineer or Architect
FL11411 R6 Equiv EERNo2520 RevO FL11411 2000 5405 HS ss.pdf
mru�k-* -'
Q• a � t 4. �. n ' 0 B t
BCIS Home ( Log In User Reglstratlon i Hot Topic Submit Surcharge Stats&Facts Publications Contact Us E`BCIS Site Map f Unks Search
lodda
Product Approval
.USER:Public User
3�6
Product Approval Menu>Product or Aonlication Search>Application List>Application Detail
FL# FL28486
Application Type New
Code Version 2017
Application Status Validated
Corn ments
Archived [_
Product Manufacturer Regency Plus Incorporated
Address/Phone/Email 2000 Locust Gap Highway
Mount Carmel,PA 17851
(570)339-3374
tonyp@conservationwindows.com
Authorized Signature Tony Procopio
tonyp@conservationiNindows.com
Technical Representative Tony Procopio
Address/Phone/Email 2000 Locust Gap Hwy
Mount Carmel,PA 17851
(570)339-3374
tony@cwbyrpi.com
Quality Assurance Representative
Address/Phone/Email
Category ; Windows
Subcategory Double Hung
Compliance Method Certification Mark or Listing
Certification Agency National Accreditation&Management Institute
Validated By National Accreditation&Management Institute
Referenced Standard and Year(of Standard) Standard Year
AAMA/WDMA/CSA 101/I.S.2/A440 2011
Equivalence of Product Standards
Certified By
Product Approval Method Method 1 Option A
Date Submitted 11/26/2018
Date Validated 11/27/2018
Summary of Products
FL# Model,Number or Name Description
INSTR#20190781 06 OR BK 9902 PG 3076 Page 1 Of 1
05/08/2019 02:21 PM Rcpt:2052904 Rec:10.00 DS:0.00 IT:0.00
PauCa S. O'NeiL PhLD., Pasco County Clerk&ComptrotTer
/f
NOTICE OF COMMENCEMENT
Permit No.
Property Identification No. 11-28.21-001621600.0110
THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property,and in accordance with Section
713.13 of the Florida Statutes,the following information is provided in the NOTICE OF COMMENCEMENT.
I. Description of property(legal dacripf on:) orrY CF ZEPKYRMLLS Pa t PD 54 EAST=LOTS 11&12&NORTH 112 OF THE EAST 12 LOT 13 SL.00K216 OR WS PG 2132
a) Street Address: 5023 20TH STREET ZEPHYMU.S.FL 33542
2. General description of improvements size for SIM VAr aws to be hISWIed Wfth Paaet&
3. Owner Information.
a) NameandaddreSS: LAURIELANESHA&DAVENPORT GE-ORGEAS02320THSTZEPHYRHILLSFL33542-5215
b) Name and address of fee simple titleholder(if other than owner)
c) Interest in property 100%
4. Contractor Information
a) Name and address: Reece BuOdeia 7181 30th Ave.N..SL Petambtag,FL 33710 .
5. Surety Information
a) Name and address:
b) Amount ofBond: -
-c) Telephone No.: Fax No.(Opt.)
6. Lender
. a) Name and address:
7. Identity of person within the State of Florida designated by owner upon whom notices or other documents may be served;
a) Name and address:
b) Telephone No.: Fax No.(Opt.)
S. In addition to himself,owner designates the following person to receive a copy of the Lienor's Notice as provided in Section
713.13(1)(b),Florida Statutes:
a) Name and address:
b) Telephone No.: Fax No.(Opt)
9. Expiration date of Notice of Commencement(the expiration date is one year from the date of recording unless a different date is
specified):
WARNING TO OWNER:ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF
COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713,PART 1,SECTION 713.13,
FLORIDA STATUTES AND CAN RESULT IN YOUR PAYING TWICE FOR IPROVEMENTS 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 YOUR LENDER OR AN ATTORNEY BEFORE
COMMENCING WORK OR RECORDING YOU NOTICE OF COI IMENCEMEIT.
STATE OF FLORIIDA
COUNTY OF PASCO `
Sigoa Owner or s Auth Officer/Director&artnedNbnager
y I �^ n� t
PrinTNarne
Tyre foregoing instrument was acknowledged before me this *yday of 1 v l��Gr \ ,20 t l,by
l al 1T ti as V 7n (type of authority,e.g.officereAuster,prtorney in fact)for
e of party on behalf of instrument ex I n
Personally Known 0R Produced Identific attio, Notary Signahue
Type.ofldentificationPmducezy-(\/CVSL I )�Q -Name(prim
Verification pursuant to Section 92.525,Florida Stari fes:Under Penalties of perjury,I declare that I have read the foregoing and that the facts stated
in it are true to the best of my knowledge and belief.
FORMIM -
. .. SigmnueofNswd Perm Signing A6ow .
,pl No"PUEIic Swim..Fioeida
+r Cayla Lincoln
My cc min=GG 155406
%,V El�itea LRI30=1'
STATE OF FLORIDA, COUNTY OF PASCO
Cul THIS IS TO CERTIFY THAT THE FOREGOING IS A
• TRUE AND CORRECT COPY OF THE DOCUMENT
ON FILE OR OF PUBLIC=RECQRD XTHIS OFFICE
° VVIT E MY HAND AN 0 F lCIALSEAL-THI )
DAY OF 2
PA S.0' L.CLE K&CCIMPTROLLER
BY DEPUTY CLERK
e
CGC1507607 _
i
BuilderslWfndows, Inc.
Sineo 1972
CONTRACT CHANGE OF WORK ORDER
Nam®
�/� � U� fd�id Date
Address Spa Z 3 ���-
Ph6no
Email
r
Explanation of Changes: 0\6 IAJ C-4 j4-KC01A dIn 6t
t2u tg d� L1L� 12.c2 cl��r2 c 1�
-Z a /U- 0o (vq ElPK-4
A - 2R g--s
- ho orll Covered by s or i' o m under the aemo Terms and conditions so that Included In the original contract
CHAN S APPROVED:
X _ AMOUNT OF THIS ORDER $ 3L
Customer Signature ��
X ��� ��,`-(.hfl,�� ORIGINAL CONTRACT $ 1 7 1)3 Q �
Customer Name(print)
c NEW CONTRACT TOTAL $
Sales Representative
X_ - Z j TOTAL DEPOSIT(S) $ 9-5%
Date
rc ,
REVISED AMOUNT DUE $
AT INSTALL
Reece Builders/Windows Inc. 718130th Ave. N,St.Petersburg, FL 33710 PH:727-522-3035
Z /G d 6ZT9959LZL Na e0:10 U-CO-610Z
SuildersMindows, Inc.
Since 1972
Contractor Authorization Letter
This letter is to inform C h IS
that I, Michael Shrenk, licens holder for Reece R-h- ers/Windows, authorize the
following people to apply/sign for permits under my license number CGC1507607.
Please allow ONLY the person(s) listed below to sign. This letter supersedes all others.
-?�-��- Ups
Contractor Signature Contractor Name Printed
STATE OF FLORIDA
COUNTY OF PINELLAS
The foregoing instrument was acknowledged before me this 3R+gay of
20 by Michael Shre who is personally known to e or has
produced as identifica "on.
L
am
tate of Florida
n GG 156468
021
N ARY PUBLIC
a
•
Plan Review
Windows & Doors
1), Need.manufacturing installation specifications.
2) Must meet sections.R308.and R612 of the.2017 F.B.C.
3) If:windows are to be installed inside the historical district, they will need to be approved
by the historical committee.
4) 'No other work shall be permitted (framing, plumbing, and mechanical) unless,otherwise
specified..
5) This is for replacement (glass for glass) only. If you wish to ch'a.nge from screen or vinyl
windows to glass,then additional information is required.
6.) All windows to wall connections shall be.left visible for:inspection.
7) All.labeling and stickers shall remain.on windows until final inspection.
8) No work shall start without permit first.
3126120/9 Florida Building Code Online
to l Ns n. .., .�•:.:..yr ,�-
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1 rich .
;product•Approval
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Product Approval Menu>Product.or Application Search>-Application List>AppligNon Detail
FL# FL12856-116
Application Type Revision
Code Version 2017
Application Status Approved
Comments
Archived @ALL WORK SHALL COMPLY WITH PREVAILING
Product Manufacturer Town and�untryC0D FLORIDA BUILDING CODE,
Address/Phone/Email 400 West McNab4riE
L ELECTRIC CODE,
Ft.Lauderdale,F CITY OF ZEPHYRHILLS
(954)493-8551NCES
tomj@tc-alum.com
Authorized Signature Frank Bennardo
frank@engineeringexpress,com
MAY' 2 8 2019
Technical Representative Thomas B.Johnston
Address/Phone/Email 400 west McNab Rd. %'^I I Y OF ZEPHYRHILLS
Ft.Lauderdale,FL 33309 n
(954)970-9999 G%i ANS F—XA1A1-`1NE-
tomj@tc-alum.com
Quality Assurance Representative
Address/Phone/Email
Category Shutters
Subcategory Storm Panels
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
3 Evaluation Report-Hardcopy Received
Florida Engineer or Architect Name who developed the Frank 1.Bennardo
Evaluation Report
Florida License PE-0046549
Quality Assurance Entity National Accreditation and Management Institute
Quality Assurance Contract Expiration Date 12/31/2020
Validated By ORLANDO L.BLANCO,P.E.
W Validation Checklist-Hardcopy Received
Certificate of Independence FL12856 R6 COT Indep1,2,3.pd1
Referenced Standard and Year(of Standard) -S-t ndard Year
ASTM E1886 2002
ASTM E1996 2002
ASTM E1996 2012
ASTM E330 2002
TAS 201 1994
TAS 202 1994
TAS 203 1994
Equivalence of Product Standards
Certified By
hftps:/Ifforidabuilding.org/pr/ptl_app dU.aspx?param--wGEVXQwtDgvEmlfWvK4bEBhusG5p/o2bcadcJAT4lUvLC7A03wE2vTs9LO%3d%3d 112
3126/2019 Florida Building Code Online
Florida Ucensed Profasslonal Engineer or Architect
F-L12856 R6_1=-9jjjYEAUIYj_P_df
FL12858 R6 Eguly—E _ujy.2.p—df
FL12856 R6 EgM_1VE9j&_3_.P_9lff
Sections from the Code
Product Approval Method Method I Option D
Date Submitted 08/10/2017
Date Validated 08/11/2017
Date Pending FBC Approval 08/15/20 17
Date Approved 10/10/2017
Summary of Products
FL# Model,Number or Name Description
12856.1 0.050"Aluminum Storm Panel 0.050"Aluminum Storm Panel with Optional Clear Panels
Limits of Use installation-Instructions
Approved for use in HVHZ.-No FL12856 R6-IT DVgl.pff
Approved for use outside HVHZ.Yes Verified By: Frank L.Bennardo,P.E.PE0046549
Impact Resistant;Yes Created by Independent Third Party:Yes
Design Pressure:N/A Evaluation Reports
Other.Shutter meets requirements for"Wind Zone 4"and FL12856 R6.AE Evall.ndf
Missile Level"D"as defined in ASTM E1996.See Installation Created by Independent Third Party:Yes
instructions for specific Design Pressure Ratings by size,
additional use limitations and installation instructions. f
1
12856.2 Safety Edge"Storm Panels "Safety I Edge'-'Storm Panels,28ga(0.018"")Steel,0.022"Alum(Perf and Non-Perf),Clear polycarb(Full and Half)
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL12856 R611 DAg2.pdf
Approved for use outside HVHZ:Yes Verified By:Frank L. Bennardo,P.E.PE0046549
Impact Resistant;Yes Created by Independent Third Party:Yes
Design Pressure:+54/-54 Evaluation Reports
Other:This product Is not valid for use within the HVHZ.See— FL12856 R6'AE ENtal2j)-df
Evaluation Report and engineering drawing for additional Created by independent Third Party:Yes
limitations and conditions of use.
12856.3 124ga Steel Storm Panel 24ga(0.0232")Steel Storm Panel with Optional Clear Panels
Limits of Use installation Instructions
Approved for use In HVHZ.,AID FL12856 R6 II awg3.pAf
Approved for use outside HVHZ:Yes Verified By:,Frank L. Bennardp,P.E. PE0046549
Impact Resistant,Yes Created by independentThird Party:Yes
Design Pressure:+100/-100 Evaluation Reports
Other.This product is not valid for use within the HVHZ or FL12856 R6 AE Eval3j)df
Wind Zone 4.See EvaluationRiport and,engineering drawing Create&by Independent Third Party:Yes
for additional limitations and conditions of use.
i Sack Pleat
Contact Us::2601 Blair Stone Road,Tallahassee Fl.32399 Phone:850-487-1824
The State of Florida is an AA/EE0 employer.CMdg EdmoLoaltm=::AcsessihirtW Statement*.;Refund Statement
-Under Florida law,email addresses are public records.If you do not want your e-mail address released In-responie 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 1,2012,11censees licensed under Chapter.455,F.S.must provide the Department W with an email address if they have one..The emalts
provided may be used for official communication with the ficensde.'Hbwever email addresses are public'record.If you do not wish to supply a personal address,please
provide the Department with an email address which can be made available to the public.To determine If you are a licensee under Chapter 455,FS.,please dick here.
Prodiact Appm.val Accepts,
MG,
hftns:/Ifloridahiiii(iinn.nrn/nr/nr nnn tifl-p-qny?naram--w(',I=VY(.)tmfnnul=mlf)Al%ii<Ahr-Rhi iar_=.01.9hentir IATAI I lul r7A�%";=9%iTaQl f10/_*QA0/"2f4 'wo
V
24GA STEEL STORM PANEI
FOR USE OUTSIDE THE HVHZ $c WIND ZONE 4
UNLIMITED WIDTH
(PERP.TO PANEL SPAN)
TYP 12".MAX. ON CENTER PANEL
D :"'
' ATTACHMENT TO MOUNTING
HARDWARE OR IRECT MOUNT.D --�
PLAN
KEYHOLE PUNCH DETAIL VIEWS v
ALTERNATIVE HOLE DIA.OF
5/8"IS ACCEPTABLE,
"J W
ill
r; Q
0-
y3�y+
b_
O i
LL � J61
n
e NOTE:TOP MAY BE SLOPED OR RADIUSED TO MATCH GEOMETRY OF .,.•.: . :,.
n OPENING. MOUNTING HARDWARE MUST BE ROLL-FORMED TO THE RADIUS-
NO NOTCHING OF MOUNTING HARDWARE TO ACHIEVE SHAPES IS ALLOWE6.
TYPICAL ELEVATION WITH HURRICANE PROTECT'..
_ STEEL PANELS ONLY
u- N.T.S. EXTERIOR ELEV
GENERAL NOTES
m 1. THE•SYSTEM DESCRIBED HEREIN HAS BEEN DESIGNED AND TESTED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE SIXTH EDITION.{{2017}}
a ZONE 4ASEE PRODUCTIEVALUATION RE ND 0 MpREOIN L RESIDENTIAL
ESID N TIAL CODE (IRC)FOR USE OUTSIDE THE HIGH VELOCITY HURRICANE ZONE &W0111
2: N0.33-1/3°/a INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THIS SYSTEM. WIND LOAD DURATION FACTOR Cd=1.6 HAS
BEEN USED FOR WOOD ANCHOR DESIGN.
3. POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE WITH THIS SYSTEM SHALL BE DETERMINED PER SEPARATE ENGINEERING IN
Z ACCORDANCE WITH THE GOVERNING CODE. PRESSURE REQUIREMENTS AS DETERMINED IN ACCORDANCE WITH ASCE 7-10 AND CHAPTER 1609 OF THE
o FLORIDA BUILDING CODE SIXTH EDITION W017))SHALL BE LESS THAN OR EQUAL TO THE POSITIVE OR NEGATIVE DESIGN PRESSURE CAPACITY VALUES
LISTED HEREIN FOR ANY ASSEMBLY AS SHOWN.
a 4. DESIGN PRESSURES NOTED HEREIN ARE BASED ON MAXIMUM TESTED PRESSURES DIVIDED BY A 1.5 SAFETY FACTOR,
9 S. THIS SYSTEM HAS BEEN.DESIGNED WITH NO SEPARATION FROM GLAZING AND IS INTENDED FOR USE IN WIND ZONES 1-3 ONLY.
1 6. THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC SITE. FOR SITE CONDITIONS DIFFERENT FROM
THE CONDITIONS DETAILED HEREIN A LICENSED ENGINEER OR REGISTERED ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE IN
CONJUNCTION WITH.THIS.DOCUMENt.
EVALUATION REPORT SUBMITT
ED FOR TTHE SAME PART OF
APPROVAL US OF THESE EVALUATION
AND SHALL
LENTOS SHALLUCOMPLY CONJUNCTION
PTEER 61G15--THE
3 OF
THE FLORIDA ADMINISTRATIVE CODE
12.00" (COVERAGE) 6.00"(COVERAGE)
t—2.02-1 2.02"—1 2 02"--t
0.0232" 110
oll
0�1 0
0.0232" I IV
�10
6.00- 6.00" 1.17" 41.07" T
1.01" - 41.07- 8.332"HALF PANEL
14.375 (TOTAL WIDTH)
is STEEL HALF STORM PANEL
STEEL STORM PANEL NOTE:HALF STORM PANEL SHALL ONLY BE USED AS AN
END PANEL TO CLOSE THE REMAINING OPENING THAT
MAY BE LESS THAN FULL PANEL WIDTH
0.062" T 'MAX. 5,238" .1/4-2OX3/4 KNURLED STUDS W/
yam_ WINGNUTS SPACED AT 12"O.C.
5011 0.125"t (DIRECTION MAY BE REVERSED)
2.250"
2.250" cn -0.120
Ln 0.094" 0.095 fl� -0 094" 0.091"
140.09511, F1, z
rO.094"
0. Z.
994�'+ 0.094" Er, 0.101"
cli 0 125"
in L i.
Pi
N T I N r�
1.000"-
}--2-', 3",4"OR 5"
--T �2-
0.062-T 0 062" 1.000-
0611
0.062--�-2.061' 0.062" 72.06" F2
W HEADER U" HFADER 3a BUILD-OUT "U" HEADER4 STUD ANGLE s
> SEE COMPONENT NOTES SC
t--w
1', 2- 0.378" 0.1901, 0*465"
OR 3" 0.188"4 0 315" IAZ) -T— 0.313"
co 9 ED
.090, 0 315" r, 0.090 1pz)
TYP. 1/4-20 SQ./HEX'
HEAD BOLT STUDS
W/WINGNUTS
In 0.465 j�
r 0.125
yp Ty T n Aar,% 14
LL Iq �il/4-20 SQ./HEX 1 1/4-20 SQ./HEX SPACEDAT 12"OC
0.188, HEAD BOLT STUDS HEAD BOLT STUDS
0.0901,
W/WINGNUTS W/WINGNUTS
(LEG DIRECTION
4
O�OJ9(,Y'.
y
-4--0.086 SPACED AT 12"OC (TYP) SPACED V U"oc BE REVERSED)
BUILD-OUT "Fu TRACK (�)T
(�)"P TRACK Tu ANGLE TRACK _YBE
E
COMPONENT NOTES
ANCHOR HEADS MUST NOT INTERFERE WITH INSTALLATION OF
THE PANEL.THE FIRST AND LAST ANCHOR IN ALL TRACKS SHALL
BE INSTALLED WITHIN THE FIRST 3"AND LAST Y,RESPECTIVELY.
o INSTALL ALL ANCHORS PER THE REQUIREMENTS LISTED IN THE
ANCHOR SCHEDULE.
0 4p
.069" 125"
44" "0.873"
L-r �0.563" rrm
CONNECTION TYPE C2 EXISTING
ANCHOR PER ANCHOR HOST
EXISTING SCHEDULE STRUCTURE
HOST 0.327" CONNECTION TYPE C2
STRUCTURE MAX. F' O ANCHOR PER ANCHOR
SCHEDULE EXISTI�
EMBED. `c•, � HO
/a" MAX EMBED. 0.437" STRUCTU
tj MAX
w Y4" MAX
Z C7 3a
i a w a
. i a
la ALT. LE
GLASS SEPARATION GLASS 1b CONNECT
SEPARATION ANCHOR
NOT REQUIRED NOT REQUIRED
A "H" MOUNT SECTION. *B BUILD-OUT"U" MOUNT SECTION
N_
GLASS SEPARATION
NOT REQUIRED ALT.LEG DIRECTION GLASS SEPARATION
CONNECTION TYPE C3 NOT REQUIRED GLASS SEF
ANCHOR PER ANCHOR NOT RE(
z¢ SCHEDULE
.,. i EXISTINGLu
HOST
F is 1/4-20X3/4 STRUCTURE 0.437"
KNURLED rn p -�
,L p EMBED. lb cdi '"/w 4 MAX 9 w
STUDS SPACED, j Q z
W 12" O.C. MAX 0 7a li 0.
EMBED. Fri
o � ST
Q °'° I .0.437"
a 4b MAX
v EXISTING as 4b CBS
ib
CONNECTION TYPE Cl HOST CONNECTION TYPE C3
ANCHOR PER ANCHOR STRUCTURE CONNECTION TYPE Cl ANCHOR PER ANCHOR
SCHEDULE ANCHOR PER ANCHOR SCHEDULE
n SCHEDULE
D STUD ANGLE WALL MOUNT SECTION ( BUILD-OUT "F"TRACK SECTION
a
E
c
77
a CONNECTION TYPE C2 EDGE
o EXISTING jNCHOR PER ANCHOR EXISTING DIST. CONNECTION TYPE C4 GLASS'.
a HOST SCHEDULE, HOST ANCHOR PER ANCHOR NOT F
STRUCTURE- 0.625" STRUCTURE w SCHEDULE
w EQ. EQ.
EMBED 11
ITEM#13.@ 12"0
IN BETWEEN TI
COINCIDENT WITH.)
ROW,OEN'
EXISTING WOOD
GLASS SEPARATION TRUSS OR RAFTER
GLASS SEPARATION CONNECTION TYPE C3
NOT REQUIRED @ 24"O.C.•MAX
NOT REQUIRED ANCHOR PER ANCHOR
(G=0.42 MIN).-
SCHEDULE
<
w
CONNECTION TYPE C4. 80 11 d C uj ea w
ANCHOR PER ANCHOR a ~ z
SCHEDULE 1 O9 N w iln
11
in Lu EXISTINGHOSTEMBED.
u' lb STRUCTURE
�+ EDGE
EXISTING DIST. 12 @ 6"O.C. MAX
HOST GLASS SEPARATI(
J STRUCTURE ALT. LEG DIRECTION NOT REQUIRED
CONNECTION TYPE CS
ANCHOR-PER ANCHOR•SCHEDULE
JO"F" ANGLE TRACK MOUNT SECTION OK REVERSE"F" ANGLE TRACK MOUNT SECTION OCE
m
n
U '
`d
a
m
•o
AIR GAP BRICK VENEER
PER ASTM C62
n GLASS SEPARATION
NOT REQUIRED CONNECTION TYPE C2
" ANCHOR PER ANCHOR
E `rf..:..: :-..:.:::.':-:.•: ' SCHEDULE
c
"' ¢ 0.437"
/a N D. 1 MAX
w
i r 1b a cW7 N EMBED.
1D EXISTING WOOD i : +�
STUDS SPACED
@24" O.C. MAX "O - EXISTING �6' MAX-- 4 MAX a
(G=0.42 MIN) STRI JC-n RF ;r
GLASS SEPARATION
BRICK VENEER NOT REQUIRED
EXISTING AIR GAP PER ASTM C62
HOST
STRUCTURE 4a 4b
ui
EMBED. (n
z 0
0 tu EMBED.
z
CONNECTION TYPE Cl 1/4-20X3/4
CONNECTION TYPE Cl 6- MAX--4 ¢ ANCHOR PER ANCHOR KNURLED
ANCHOR PER ANCHOR SCHEDULE STUDS SPACED
SCHEDULE 12"O.C.MAX
EXISTING
HOST AIR GAP
GLASS SEPARATION/ STRUCTURE BRICK VENE
NOT REQUIRED PER ASTM C
ul STUD ANGLE THROUGH VENEER OVER STRUCTURAL BUILD-OUT "F" TR)
BASE SECTION STRUCWR
EXISTING
'R HOST ALUMINUM ANGLE CLOSURE
STRUCTURE PIECE: l"x2'MIN, 1"x5"MAX,
0.0625" MIN.THICKNESS.
/MAX-X 1/4"
MAX.
0, "o
EXISTING EXISTING
HOST OST
1/4" STRUCTURE
STRUCTURE,V�MAX. 9 1-)e 24' CC
Fh 1 la lb 13 15
Z
12
E
TRAP MOUNT CLOSURE DETAIL
WALL
W EDGE
/DIST.
a
uj EXISTING
/
1/4' HOST
w
MAX.L STRUCTURE
F ..111.0-1."-'.�.-4'�'.-. 4
5" LONG HANDLE
RIVETED TO PANEL
PUNCH Y'2'xl" HOLES IN
ADJACENT PANELS TO
RECEIVE.THIS BOLT W/PM
NUT. PLACE PANEL.OVER EACH (�
ADJACENT PANEL AND FASTEN �1
WINGNUTS FROM INSIDEX�t
;
N
7
tL 4 -� 2Y2'xl'l4"WIDE NOTCH
C (TYP. BOTH SIDES)
WALL MOUNTED 5"x2"x'/8'
s
'STUDDED ANGLE
%4"-20 X l".MACHINE SCREW STUD
° WITH WASHERED WINGNUT @12"O.C.
$ (CONNECTS TO ADJACENT PANEL)
1/4-2OX3/4 KNURLED STUDS W/
v WINGNUTS SPACED AT 12"O.C.
a ---------------
3 N Q " 3` o
za
o f FASTEN:
a g us l
cp
O ,
—q}------------------
EMBED.
+
EXISTING
UNLIMITED WIDTH
(PERP.TO PANEL SPAN)
TYP. 12"MAX. ON CENTER PANEL _ON ATTACHMENT TO MOUNTING
HARDWARE OR DIRECT MOUNT.
2
7
POLYCARBONATE PANELS
tall FASTENED TO ADJACENT STORM
W PANELS WITH 3'4"-20 SIDEWALK
a BOLT AND WASHERED WINGUT
a AT MIDSPAN,TYPICAL.
= TABLE 2
� ALLOWABLE SPAN SCHEDULE(STEEL
r; ) WITH POLYCARB PANELS)
1 a PANEL ALLOWABLE DESIGN
TYP, SPAN PRESSURE
106" +33.3 PSF -33.3 PSF
102" +35.7 PSF -35.7 PSF
96" +39.8 PSF -39.8 PSF
D lb 90" +44.7 PSF -44.7 PSF
NOTES: TYR 84" +60.6 PSF -60.6 PSF
1. .TOP MAY BE SLOPED OR RADIUSED TO MATCH GEOMETRY OF OPENING. �78" +67.9 PSF -57.9 PSF
n MOUNTING HARDWARE MUST BE ROLL-FORMED TO THE RADIUS; NO 72" +67.0 PSF -67.0 PSF
NOTCHING OF MOUNTING HARDWARE TO ACHIEVE SHAPES IS
ALLOWED,
2. STORM PANELS MAY BE MOUNTED VERTICALLY OR HORIZONTALLY.
3. STEEL AND POLYCARBONATE PANELS SHALL ALTERNATE.
4. END PANELS SHALL BE STEEL PANELS ONLY.
s
TYPICAL ELEVATION WITH ALTERNATING
x STEEL AND POLYCARBONATE PANELS
7 N.T.S. EXTERIOR ELEV
sl
INTERIOR
4
GLASS SEPARATION
NOT REQUIRED
CD
b
tq
lb
ANCHCJR SCHEpULES
(SEE SHEET 9 FOR ANCHOR(yp7ES
ANCHOR LOAD S as Up T_ o_ 6.1 EDGE DISTANCES AS NOTED
(per CONN TYPE Spans Up TO 8'n+
1/4" .. S.S.TAPCON W C1 C2 C3 C4 CON""NN E Suns Un TO 10' O
1-3/4°EMBED ANQ 1" WITH 35 16.0" 16.0" 16.01, 10.S" 16.0" C1, C2 C3 C4 C
� ONN TYPE
EDGE DISTANCE(3192 ps! S7 16.0" 16.0 „ 16.0' 16.0" 16.0" 7.9" C1 C2 C3 C4 C5 p - spa
46 l6.0" 18.0" 16.0" "MIN CONCRETE} „ $0 16.0" 16.0" 16.0` 16.0" 16.0" „ ANCHOR LOAD
16,0 16.0' 16.0" 6.fl" ., 16.0 6,3" 16.0" _
67 ,. 6.S' 16.0" 16.0„ 16.0 16.0" 16.0„ „ (pst) .
16.0 16.0" 16.0" 5.5 15.0" i6.0" 4.8" 16.0" 16.0" 13.9" 16.0" 3�. 16.01. 1/4" Cl C2
78 16,0' ", " 16.0 36.0 15.3" 16.0" I11N S.S.TAPCON WITH 35 '16.fl"
16.0 16.0' Jr. „ 11.5 1-3J4"EMBED AND 2-1 2"
l2.1 16.0" 3.4" g�,.* 160" 10.9" 16.0" 3.2" 8.6" / 46 16.0" 16.f 106 16.0" 12.8„ 16,011 4.1'i 13.2" MIN:EDGE DISTANCE(3192
ELCO ULT 15.7" 10,0" 15 7„ 14.3" $,g" l4.3'* psi MIN CONCRETE)
RADON WITH 35 16.0" 16.0 3.6 10.4" 14.0" 8.5 12.6 7.4" 12.6" 6.7" 67 Ib.O
1-3I4"EMBED AND 1"MIN. J. 16.0" 16,0" " 14.0 5.S" 15.t
EDGE DISTANCE(2700 psi 4b 16.0" 16.0" 16.0" „ 16.0" Lox- 16.0" 260" 6 4" 11.2" 6.4" 10.8 78 16 U" 16.(
MIN CONCRETE) 13.1 16.0" 16.0" 13.0' 16.0" 16.0" 15,0" 4.6"
57 16.0 16.0" 16.01, 89 16.0" 16.(
67 260"78 26.0" 260" 16.0" 16.0" 7.8" 26.0" 16.0'� 16.0" 7. +" "EL 100 .6.0" 15.1
UL
19" 16.fl" 7 16.0' 1/4 CO
16.0" 6.0„ 8.i6.0" 16.0" 7.S" 15.1' 16.0„ 6.1" 11.4„ 1-3/4"EMBEDD 2N1 y H 35 16.0" 16.t
16.0" I6.0" „ 6.S' 12.9" 16.0" 10.8" 5.1"' g.5" / 46 16.0" 16.(
15.2" 16.0' 6.5" 13.01, 1S. 11.9 16.0" 5.5" 9.6" 14.2" g,7+* MIN. EDGE DISTANCE(2700
100 15.0" 12.7" 16.0' „ 5 9.9' 14.2' 4,4+ 6.6", psi MIN CONCRETE} 57 16.0" 16.(
m, 1/4"ITW SAMMYS SS W/ 35 16.fl" 16.0" 5.8 10.3" 13.8" 8.4" 4.8' 7.6 12.4" 7.3"
2'1/4"MIN EMBED AND 16.0' 16.0„ 13.8" 4.3" b.3" 12.4r, 5 4„ 67 16.0" 1 .t
MIN. EDGE DISTANCE45 16.0" 16.0" 16.0' 16.0"
16.0' 26.0" 16.0" 15.0 10.7 4.6" 78 16.0" 16.E
a (3295 psi MIN CONCRETE 16.0" 16.015.0" 16.0 16.0 15.$" 16.0 89 16.0" 15.:
16.0 16:tj" 16.0" 16.0" 16.0" 12,g„ 16.0 16.0" 100 16.0"
16,0" !6 0�' 16.0" 11.8" Y6.0" 1/4"ELCO PANEL MATE I
O 67 16,0' 16.0" l3.6"
* �b$t4q {p 78 16,0" 16,0" 16.0 1fi.0r 16.0" 26.0" 15.0" 9.3" 13.
l6.0 10.0' 16.0 16.U" FEMALE,MALE,orD'PL'PLUS
Wj _
13.5" 16.0 16.0" 15.0 16.0" 16.0" 15.0" " „ MTN EMBED AN 35 I6.0"
F, 89 1&0" 10.0" 16.0" 8$` 15.5" 16.0' 7.9 13.7" MIN. EDGE DISTANCE 46 16.0 16A
`i 1i4-20 ALL POINTS SOLID- 35 i6.0 16.0" 16.0' 16.0 15.9" 16.0" 16.0 14.0" 26.0" 6,7" , Psl MIN CONCj
$8 16.0" 16.0" 7,4" 12.3" 16.0" 10.T {3350 57 Ifi.O" 16.(
SET WITH 7j8"MIN EMBED 16.0" 16.0" ifi.0" 13.6 16.0" 6.5" 10.2" 11.8" 16.0" 5.8" g,7"" 67 16.0" 16
AND 1-1/4"MIN.EDGE 13-5` 16.0" 16.0" l6,0" 16.0" 10.1"
46 16.0" I6.0" 16.0" 16.0" 16.0" 16.0" 5.2" 7
4" ' * 78 16.0" 16.C t� QISTANCE(3000 psi MTN 16.0" 16.0" 16.0" 16.0" 8.2"
ii 5J 16.0" 16.0" 16.0" 8.4" 7.7 16.0" „
CONCRETE] 67 l6.0" 16.0" ", l6.0 14.0" 16.0"
r 16,0' 15.0" 7.0" 14.3 16.0" 6.1„ 16A" 6.0" 100 „
I6.0" 14.7" 10.8" 13.4" 13.8" 9.8" 4. 23.1" O 1J4"ITW SAMMYS SSC W/ 35 16,0" !6
o * 78 16,0" 13.6" 16.0 14.7" 5.1"
89 14.7" 5.9" 12,6" 8.S" 9.2" 11.7" 7.7" 8.1„ U 2-1j4"MIN EMBED AND
> POWERS 100 10.9" 13 1 5.1" 9.3" 11.1" 21.1, 3 8" 6.8" i0.1" 6.2" 10.1" 3.4' 4.7,. (3295 pst MIN DISTANCE 57 i6.0" 16:(
m I- PO TAPPER W 13.1° 9.0" 4.5 7.4" 9.8" 7.0" „ �) 6.0"
1-3 4 WITH 35 ' 16.0" 16.0 6.0' S.4,. g'g., S•2" 8.8" 67 16.0'
� j .,MIN EMBEDANp 16.0' 11.3" 9.8'" 3.3" 4.5" 7.9" 4.5" 7.6" 3.9" 16.t
2"MIN. EDGE DISTANCE 16.0' 13.3r 6.9' 16.0" 16.0" 16.0" " 3.3' * 78. 26.0" 16
(3000 psl MIN CONCRETE) S7 13.3" 13.3" „ g'6„ 16.0" 12.4" 12.4" 8'S 16.0" 13.0" 13.0" 13.0" .0
13.3' i0.fl" 12.4" 6.4" 12.4" 9.9" 6.8" 13.0" 89
a` 67 11.3" 10.5" $.3" 10.0" „ 8.1" 9.9" 4.9" 7.6" 100
6.0" 16.(
7.9` g 7 � 11.2 8.5" " i/4-20 ALL POINTS SOLID- 35 26.0" i6.(
r q.9' 7.3" 7.3" 6.3�; 8.5 4.2" 5.3" $.0" 3.9" 4.7„ SET WITH 7j8"MIN EMBED 16A" 16.t
6.8" 4,4+' b.8" 3,3"+ 3 S„ AND 2 MIN. EDGE DISTANCE 46 16.0" 16.0
100 7.6" 5.2" 86, 4.2" 5.4" 5.4" 4.i" 6.4" 3.0+ 4.0" 5.8" 3.6" 5.8" (3000 Psi MIN CONCRETE) 57 16.fl" 16.0
3.7 4.3" S.7" 3.5" 3.2" 5.1" 3.0,, 5.1" 67 i"6.0" 16.0
5 7j 4.6"
EDGE DISTANCES AS NOTED 4.4" * 78 16.0" 16.0
a =� ANCHOR LOAD Scans Up To 6'0 89 16.0" 14.1
(per CONN TYPE Span Uo To 8'0 !00 160"
CONK TYPE _Spans Up To 10'-0" 1/4"POWERS TAPPER WITH 35 16.0" 16.0
1/4"MILLENIUM MILLFAST 35 C1" C2 C5 1-414"MIN EMBED AND 3"
WITH i-3j4"EMBED AND 1b.0' 16.0" ++ C2 C4 CONN TYPEEDGE DISTANCE{3000 46 15.0 16.(a 2-1/2"EDGE DISTANCE 46 16.0' mu 16.0" 16.0'' C1 C3 CS C1 C2 C3 C4 57 Ib.O"
Si '3275 st MIN CONCRETE 15,0" 16.0" 26.0" 16 0 16.0" 16.0" 16.0" 16.0" l6.0"
c P S7 16.0" 16.0" 16.0" „ 16.0 16.d 16.0" 16.0" 14.5" „ 16.0" 16.d" 15.3" 165 pst MIN CONCRETE) 67 15.0
67 „ 15.7 16.0" 16.0" 16,0" „ 16.0 160" 16.0" 16.0" 0'' 16.fl 16.(
a 16.0' i6.0 16.0" 13.1" 15.0" 16_0, 16.0 11.3" „ 11.2" 16.0` 78 15.0" 15.E
78 16.0" 16.0" 11.0 16.0' 14.3" 16.0" 16.0`* 16.0" 13.0" 16.fl" 8.8" 10.8„
.� 89 ` 16.0" 9-4' 12.2 1b,0" 14.4" „ !2.
12.3' 14.7 $.0" 9.1" 13.4" - 13.4 6.3" 8.0" 100 15.2" 10.:g, 1/4"MILLENIUM MILLF 100 16.0" 12.0 16.0" 8.3" ��' 14.7" 9.3" +. "
Wit H 1-3 4" 9.8 13,1" 6.9' 6.2'
AST 35 16.0' 16.0" 26.0" l6.0 ,. 7.9" 13.1 6 1„ 7'2„ 11.7' 11.7' 5.4"
1 EMBED AND 1" ib.0 16.0' 16.0' 16.0" 6'0"' 10.4" S.9'. 10.1" 5.1"EDGE DISTANCE(3275psi 46 16.0 16.0" 16.0" 13.7" 13.5 16.0" 16.0" ." 4 8' 4.3'
15.0 16.0" 16.0 16.0" 16.0" 16.0" 16.0 16.0"
57 15.0 "" 10.$ l6.0
11.1" 16.d' 16.0" 100-, 16.0' I6.0 14.8„
15.0" 16.0" 8.0" 16.0"
14.1' 14.6" 10.3"
A •
4-6
3E DISTANCE ANCHOR
Ujam
vvl f ti 1-1/4"MIN.EM13ED
AND I"
JEW MIN.EDGE
D15 VANCE
ELCO u v=x=00
ET-RAC64 W -H I-am ,w-Wo/
- EMBED AND m--m 111 IM
2 L ME= Jklolf.w'm
Hum
MIER U-NE-M
IN a a a 7m-l"m IP l:LCo ULTRAC&j�-
sm --
vvlMIN,EMBE two
1/100 -m� 0 i ..
Emm AND 1"MIN.EDGE
BE =MIN,-- DISTANCE
1/4"ELCO PANELMATE
Mmmm
sm
(FEMALE, MALE OR PLUS) �ia �rl VZ/l,
1-1/4"MIN EMBED AN
31,MIN. D __
DGE DISTANCE
Ulm rtilvtLMATE(MALE
'a
mm an
•R PLUS
mum. M MIN
BED AND 2"MIN. EDGE
NIP STANCE
TAPCON S(j-W/
1/4
EMBED AND NOW
M JIM
E DIsTA
2-1/21,MIN. EDG =Em MAN
NCE IM
BMW= mmmmm MM. 1/4"
m F(W ARON SG
W/
gm--:mEMBED AND
Oweum=-mm jbwmFr.v'w
UZOM
EDGE D,
ST
UNION= ANCE
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LOAD CONN TYPE COHN TYPE CONN TYPE LOAD
_ ANCHOR (D Ci C2 C3 C4 C5 C1 C2 C3 C4 C5 C1 C2 C3 C4 C5 = ANCHOR (ps) Ci C
1/4"LAG SCREW OR HANGER 35 16.0" 16.0" 16.0" 12.5" 16.011 16.011 16.011 16.0" 9.4" 16A" 16.011 16.01. 16.0" 7,51, 16.0" 1/4"ELCO PANELMATE 35 16.011 16.
BOLT WITH 1.5" MIN THREAD 46 16.0" 16.0" 16.0" 9.5" 16.0" 16.0" 16.0" 16.0" 7.1" 16.0" 16.011 16.0" 16.0" 5.6" 16.011 (FEMALE,MALE,OR PLUS)W/ 46 16.0" 16.
PENETRATION 57 16.0" 16.0" 16.0" 7.7" 16.011 16.0" 16.0" 16.0" 5.7" 16.0" 16.0" 12.4" 16.0" 4.5" 10.3" 1-7/8"MIN EMBED S7 16,0" 16.
67 16.0" 16.0" 16.0" 6.5" 16.0" 16.011 13.7" 16.01' 4.8" 11.7" 14.9" 9.711 14.911 3.8" 7.611 67 16.0" 16.
78 16.0" 16.0" 16.0" 5.5" 15.9" 16.0" 10.8" 16.0" 4.1" 8.7" 12.8" 7.9" 12.8" 3.2" 6.0" * 78 16.0" 16.
* 89 16.0" 13.8" 16.0" 4.8" 11.7" 14.0" 8 9" 1401 3.5" 6.9" 11.2" '6.6" 11.2" 2.8" 4.9" 89 .16.0" 16.
0 100 16:0" 11.5" 16.0" 4.2" 9.3" 12.5'.' 7..6" 12.5" 3.1" 5.7" 10.0" 5.7" 9:7" 2.5" 4.1" 1o0 16.0 16:
#14 WOOD SCREW OR SMS 35 16.0" 16.0" 16.0" 11.8" 16.0" 16.0" 16.0" 16.0" 8.9" 16.0" 16.0" 16.0" 16:0" 7.1" 16.0" z 1/4"LAG SCREW'OR HANGER 35 16:0" 16:
W1TH l.S MIN.THREAD 46 16.0" 16.0" 16.01' 9.0" 16.0" 16.W' 16.0" 16.0" 6.7" 16.0.1 15.2" 12.5" 15.2" 5,3" 11.6" 2: BOLT WITH 1.5"MIN THREAD 46 1&011 .16.
0 PENETRATION n „ n n n „ ,1 n r, Ln PENETRATION
r> O 57 16.0 16.0" 16.0" 7.3" 16.0 15.4 12.7 15.4 5.3 11.9 12.3" 8.7". 12,3." 4.2 7.2 Ln 57. 16,0" 16.
�"uu""' 61.. 16.0" 16.011 1.6:0" 6.1"'16:0" I:3A 9.6" 13.11, 44.5" 8.2" 10:5" 6.s" 10,5" 3.5". 5.4" 67 16.0" 1.6.
if
78 15.0" 12.1" 15.0" 5.2" 11.1" 11.2" 7.6" 11.2" 3.8" 6.1" 9.0" 5.5 9.0" 3..0" 4.2" 78 16.0" 16.,
ttl 89 13.1" 9.7" 13.1" 4.5". 8.2" 9.8" 6.3" 9.8" 3.3" 4.8" 7.9" 4.611. 7.9" 2.6" 3.4" 0 89 16,0 16.
!QO. 11,7" $.0" 1i.7" 3.9" 6.5 $.8" 5,3" 8,8" 2.91" 4.0" 7,0'. 4A" 6.8" 2.3" .2.9" O * ■��1I11111� „
r „ Ir „ r . ,r ,r „ „ rr O 100 16.01 i6;
35 16.0' 26.0" 16.0" 9.9 16.0 16,0 16.0' 16.0 7.4" 1&0 16.0" 16.0" 16.0 5.9 16.0 3 #14 WOOD SCREW OR SMS 35 16.0 16.
114"ELCO PANELMATE
(FEMALE,MALE, OR PLUS)W/ 46. 16.0" 16.0" 16.0" 7.5" 16.0" 16.0" 16.0" 16.0" 5.611 16,0" 14.$" 1,2.1" 14.8" 4.4" 11.3" WITH 1.5"MIN.THREAD 46 16.0" 16.1
1-7/8"MIN EMBED 57 16.0" 16.0" 16,0" 6.1" 16.0" 14.9" 12.3" 14.9" 4 4" 11.6" 11.9" 8.5" 11.9" 3.5" 7.0" PENETRATION 57 16.0" 16.-
67 16.0" 1S.7" 16.0" 5.1" 16.0" 12,7" 9.3" 12.7" 3.7" 7.9-1 10.2" 6.6" 10.2" 2.9" 5.2" pllldp 67 16,011 16.
78 14.5wazozzzzzp- " 11.7" 14.5" 4.3" 10.8" 10.9" 7.4" l0.9" -:1 5.911 8.7" 5.4" 8.7" 2,5" 4.111 78 16.0" 16.1
" tt ! i „ tr ft , i 11 11 it
,L 89 12.7" 9,4 12.7 3.81' 8.0` 9.6' 6.1 9.6 2.8 4.7" 7.6' 4,5" 7.6' 2.2 3.3 89 16.0 16.E
0
100 11.31' 7.8" 11.3" 3.3" 6.4" 8,5" 5.2" 8.5" 2.4" 3.9" 6.8" 3.9" 6.6" 2.8" 1 100 16.0" 13,;
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ANCHOR. NOTES :
1. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS'
o RECOMMENDATIONS.
2. WHERE ANCHORS FASTEN TO NARROW FACE OF STUD FRAMING,ANCHOR SHALL BE
LOCATED IN CENTER OF NOMINAL 2x(MIN).WOOD STUD(i.e.3/4" EDGE DISTANCE IS
55
ACCEPTABLE FOR ANCHORS TO WOOD FRAMING).
g, 3. ALL CONCRETE ANCHORS SHALL BE INSTALLED TO NON-CRACKED CONCRETE ONLY.
4. MINIMUM EMBEDMENT AND EDGE DISTANCE SHALL BE AS NOTED IN ANCHOR SCHEDULE,
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Thin,agrpoment ccOnsists of the 161hiwling work,.and:only that work;Appeatring on;this"agreem®rit._
LpgA, h N -SIZE -STYLE" ,MAGIC IMPACf: .L0V F,IiAM� y1NYi:. ALUMI Obsoure" STEEL, OTHER
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ftm-IVING'R4OM DRndINING ROOM KIT=KiT,CI•IMN BR R=BEDOOM 'MBR=MASTER BEDROOM B=BATHROOM
. FR�F.LOFtIDA ROOM G:4R Gora o _
_ R P C=PICT RE A N-A I G
CS=CA§IR!ME.NT'"TCS�TWIN"CASLrMENI 1' $GD�SLIDiNG GI ASS L]0012
RAML'COLOR-A6REVIATION9:` WHITE' 5--BRONZE T=TAN ..
sennoea'not,p¢rtorm¢dby" No rribving of"gaa iinsa No'rovgmping of heatingl.cooling duota. No,removal'of elc'ayatem.
Reee. ulld !WI dov+a No er ainNn or atminin No ro-hooku ofialarm a to "s Not roe onsiblo,:for roexistin"bonililions
All contracts sut3jecT twmanagement'app oval. '
ToW Contratit s ^f .%11- Credit Card, Bee Separato,Fomi•
Price d".� -'d Tlyps
Oown;Fdymant $. Di$o R000lvod 3 !. "/ L \y Cacn O'" Chock,O U -
Bo Pmid ❑ CmYh or Chcick-to crew ppan eomplution of work"
All..mdtrirtdl`le arantexnd to 6a nes epneified. ,All vi rk to be'vo"mplcted in a virorkmnn-like manner according.to standard•liracticcs. 'AN,egre menu
oontin Bert"� on strikns;:acbidants' or data n bm ondiour coritrvl:a7wnvnto afar :firq"tornado.wed pthvr.nocvsaw insuranay.
-Upon.roading thin,llproomont,and with,FUEL UNUERBTANDINta of work to be completed,and the"firiaricing Agreement sjon®with what,items.riot'to.bo
cdmplrtnd. INt(n au horizm Rrcacro'Builder-to cgmplatb•'oniy"the;above•work. •1 will,mmka m finial payrnant'"to'Roaca Bulldarar or authorize my finznca
comvanyto:Maka final 60mentaf thin'I1 g"nn'artca,tranaactfon.atone-time of completion. V 1 GO r manta w11 not tie eut ®:customer or
A,666,Bulldbi i, 1K1he ovonKthet an Itam'la,not Betiafactory.af lho time of complollo - -OUBT ER WILL ONLY Wrri•l O_LO THE AIL VALUE'
6F�THAT ITEM_ The,rCmalndcr of 1hlY.aegrtnrrieiiCvvill bo,pald in full.aibthe tlmq of comp! an.Tt,e er c not wit o1d'mo r el.Inepnollon•
Date — I - 4mor X
Rsp�os®ntaflve X r-e vL) �� Owner. ,X
BUYER'S RIGHT T . CANCK-. YOU, .THE BUY2R, MAY CANCEL THIS" TRANSACTION .AT ANY
TIME PRIOR:TO.MIDNIGHT OF THE THIRD BUSINESS DAY AFTER THE DATE OF THIS TRANSACTION.
SEE.THE�ATTACHED NOTICE OF,CANCELLATION.FORM FO62 Anf'EXp�ATTON_os='THIS RIGa=1T:
S. J;8" ,; 6StSS V'7 L8,L D7d 'OE�bO LO"EO"6-S.OY.
• Company: REECE BUILDERS Job Description: 5 WINDOWS
Prepared By: TOM
Client Name: LAURIE Project Number: 13353
DESIGN PRESSURES FOR WALL COMPONENTS&CLADDING
Design Data Building Data
Wind Velocity(mph) 145 Mean Roof Height 18
Risk Category 2 Building Width(ft) 46
Exposure Category B Building Length(ft) 30
Directionality Factor+/- 0.85 Roof Slope (x:12) 4
Internal Pressure Coefficient 0.18
Design pressures listed below are: Allowable Strength
OPENING OPENING LOCATION OPENING OPENING DIMENSIONS MAXIMUM POSITIVE MAXIMUM NEGATIVE
MARK DESCRIPTION ZONE ELEVATION WIDTH(INCHES) HEIGHT(INCHES) PERSSURE(PSF) PRESSURE(PSF)
1 WINDOWS 5 3 36 50 22.4 -29.7
2 W 5 3 36 50 22.4 -29.7
3 W 4 3 73 50 21.3 -23.2
4 W 4 3 36 37 22.7 -24.6
5 W 4 3 73 50 21.3 -23.2
Width of End Zone(a)in feet= 3
5 h
4 0
_ Y I
" Y
STRUCTURES INTERNATtONAL,LLC
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4/11/2019 9:09 AM