HomeMy WebLinkAbout18-19748 CITY OF ZEPHYRHILLS J
5335-8TH STREET
(813)780-0020 19748
BUILDING PERMIT
PERMIT INFORMATION LOCATION INFORMATION
Permit Number: 19748 Address: 4538 BLOSSOM BLVD
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: ORANGE BLOSSOM RANCH
Est. Value: Parcel Number: 15-26-21-017E-00600-OOBO
Improv. Cost: 6,740.00 OWNER INFORMATION
Date Issued: 5/31/2018 Name: HOLMES BARBARA
Total Fees: 112.50 Address: 4538 BLOSSOM BLVD
Amount Paid: 112.50 ZEPHYRHILLS, FL. 33542-5668
Date Paid: 5/31/2018 Phone:
Work Desc: REPLACE 9 WINDOWS 1 DOOR S/S
CONTRACTORS APPLICATION FEES
LIPTON WINDOW & DOOR BUILDING FEE 112.50
.1 rz�
Ins ections Re uir
FOOTER 2ND ROUGH PLUMB MISC INSULATION CEILING
FOOTER BOND DUCTS INSULATED SEWER MISC.
ROUGH ELECTRIC LINTEL MISC MISC.
1ST ROUGH PLUMB PRE-METER INSULATION WALL MISC.
DUCTS INSTALLED WATER MISC DRIVEWAY
PRE-SLAB SHEATHING MISC. MISC.
CONSTRUCTION POLE FRAME MISC. MISC.
REINSPECTION FEES: (c)With respect to Reinspection fees will comply with Florida Statute 553.80 (2)(c)the
local government shall impose a fee of four times the amount of the fee imposed for the initial inspection or
first reinspection,whichever is greater,for each such subsequent reinspection.
NOTICE: In addition to the requirements of this permit, there maybe additional restrictions applicable to this property that
may be found in the public records of this county, and there may be additional permits required from other governmental
entities such as water management, state agencies or federal agencies.
"Warning to owner: Your failure to record a notice of commencement may result in your paying twice for
improvements to your property. If you intend to obtain financing,consult with your lender or an attorney
before recording your notice of commencement."
Complete Plans,Specifications Must Accompany Application. All work shall be performed in accordance with
City Codes and Ordinances. NO OCCUPANCY BEFORE C.O.
NO OCCUPANCY BEFORE C.O.
_6;CO2N1i5ACTOR SIGNATURE PERMIT OFFI R
PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED
PROTECT CARD FROM WEATHER
r O _
• ii7�ii�OH�._ -
City of Zephyrhills
BUILDING PLAN REVIEW,; 011 +�ENTS
Contractor/Homeowner:
Date Received:
Site:
Permit Type: (�(�r�`u D ldobe-
Approved w/no comments: Approved w/the below comments: ❑ Denied w/the below comments: O
This comment sheet shall be kept with the permit and/or plans.
r
Ka vm s Examiner Date Contractor and/or Homeowner
(Required when comments are present)
813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021
' Building Department
r, /�
Date Received Phone Contact for Permitting V3 —Woos-
Owner's
1 1 1 1 1 1 1 1 11 1 1 1
Owner's Name Owner Phone Number
Owner's Address AMN Owner Phone Number
Fee Simple Titleholder Name Owner Phone Number
Fee Simple Titleholder Address
JOB ADDRESS a losgryin1 LOT#
SUBDIVISION PARCEL ID# •a .
(OBTAINED FROM PROPERTY TAX NOTICE)
WORK PROPOSED NEW CONSTR ADD/ALT = SIGN = = DEMOLISH
e INSTALL e REPAIR
PROPOSED USE = SFR = COMM = OTHER
TYPE OF CONSTRUCTION = BLOCK = FRAME = STEEL =
DESCRIPTION OF WORK LP I
BUILDING SIZE I i SQ FOOTAGE= HEIGHT
.BUILDING $ VALUATION OF TOTAL CONSTRUCTION
=ELECTRICAL $ AMP SERVICE = PROGRESS ENERGY W.R.E.C.
PLUMBING $
=MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION
=GAS = ROOFING = SPECIALTY = OTHER
FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO
l
•, BUILDER 71COMPANY /
SIGNATURE REGISTERED YIN FEE CURREN /N
Address d License#
ELECTRICIAN COMPANY
SIGNATURE REGISTERED Y/ N FEE CURREN I Y/N
Address License#
PLUMBER COMPANY
SIGNATURE REGISTERED Y/ N FEE CURREN Y/N
Address License#
MECHANICAL COMPANY
SIGNATURE REGISTERED Y/ N FEE CURREN
Address I License#
OTHER COMPANY
SIGNATURE REGISTERED Y/ N FEE CURREN
Address License#
tllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllll
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,Stonnwater 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,Stonnwater 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 Attomey(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 INTEND TO OBTAIN FINANCING,CONSULT
WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF POMMENCEMENT.
FLORIDA JURAT(F.S.117.03)
OWNER OR AGENT CONTRACTO
Subscribed and sworn to(or affirmed)before me this Subscribed a worn to affi ed)beforem a this
by Y W
Who is/are personally known to me or hasthave produced Who is/are rsonally kno tome or has/have produced
as identification. as identification.
Notary Public E3� ' Notary Public
Commission No. Corn i ion No.
Name of Notary typed,printed or stamped Name of Nota '`d r1 stam
tom ISsion#!�,42Expires Decem ,2018Bonded Thru Troy Fain I00388.701s
ALL WORK SHALL COMPLY WITH PREVAILING
( CODES FLORIDA BUILDING CODE,
NATIONAL ELECTRIC CODE,
AND THE CITY OF ZEPHYRHILLS
1 ORDINANCES
r
REVIEW BATE 2`f' to
v:l CITY OF ZEPHYR
PLAN EXAMINER Ip�,.`�"�
1 -
o �
a 4
� HsSL�c fls �sscxos
W
x
aq
• ,' � N W �
?6X62 Si 71 XT8Sf{
o
I8
f?' 6-'AM
-Professional R"Otapo
BCIS Home Login User Registration ( Hot Topics] Submit Surcharge ;��stats&Facts ; Publications I FBC Staff BCIS Site Map J Links Search
Florida
IE 'a° Product Approval
��pp�� a USER:Public User
ex.�r�°=
Product Approval Menu>Product or Application Search>Application List>Application Detail
FL# FL17134cR2 ;
Application Type Revisions
Code Version C,2017-1*3
Application Status Approved
*Approved°by`DBP .Approvals by DBPR shall be reviewed and ratified
by the POC and/or the Commission if necessary.
Comments
Archived ❑
Product Manufacturer Vi Win Tech REVIEW DATE r1 1*1 f
Address/Phone/Email 2400 Irvin Cobb Drive
Paducah,KY 42003 CITY OF ZEPHY�RHILLS
(270)538-4431 PLAN EXAMINERVSP
swheeler@viwintech.com
Authorized Signature Steven Wheeler
swheeler@viwintech.com
Technical Representative Steve Wheeler
Address/Phone/Email 2400 Irvin Cobb Dr ALL WORK SHALL COMPLY WITH PF:EVAILINC:
Paducah,KY 42003 CODES FLORIDA BUILDING CODE,
(270)38-443ntech.NATIONAL ELECTRIC CODE,
swheeMD THE CITY OF ZEPHYRHILLS
Quality Assurance Representative Ronnie WIlliams ORDINANCES
Address/Phone/Email 2400 Irvin Cobb Dr
Paducah,KY 42003
(270)538-4437
rwilliams@viwintech.com
Category Window —
Subcategory giinJg�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 2005
AAMA/WDMA/CSA 101/I.S.2/A440 2011
Equivalence of Product Standards
Certified By Approved Certification Agency
FL17134 R2 Eauiv 514022-2150 EER-FULL Reinforcement pdf
FL17134 R2 Eauiv 514023-2150 EER-MTG-BTM Reinforcement pdf
FL17134 R2 Eauiv 514024-2150 EER-MTG Reinforcementpdf
Product Approval Method Method 1 Option A
Date Submitted 12/20/2017
Date Validated 12/20/2017
Date Pending FBC Approval
Date Approved 12/26/2017
Summary of Products
FL# Model,Number or Name Description
17134.1 SL 2150 Single Hung PVC SL 2150 Single Hung non-impact w/Reinforced Meeting&
Bottom Rails 52x75
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:No FL17134 R2 C CAC NI012019.01-Rl.pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:No 04/30/2020
Design Pressure: +35/-35 Installation Instructions
Other: FL17134 R2 II 08-03114-2150 Install-MTG-BTM
Reinforcement.pdf
Verified By: Luis R. Lomas,P.E. PE-62514
Created by Independent Third Party:Yes
Evaluation Reports
FL17134 R2 AE 514023-2150 EER-MTG-BTM
Reinforcement.pdf
Created by Independent Third Party:Yes
17134:2---------- •SL--2150 Single Hung P.VC— 1 SL2'1S07Single Hung non-impact w/Reinforced Meeting Rails,
-- — Bottom Rail-&Stiles 52x75 _
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL17134 R2 C CAC NI012019.02-R2.pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:No 04/30/2020
Design Pressure:+40/-40 Installation Instructions
Other: FL17134 R2 II 08-03113-2150 Install-FULL
Reinforcement.odf
Verified By: Luis R. Lomas,P.E. PE-62514
Created by Independent Third Party:Yes
Evaluation Reports
FL17134 R2 AE 514022-2150 EER-FULL
Reinforcement.odf
Created by Independent Third Party: Yes
17134.3 SL 2150 Single Hung PVC SL 2150 Single Hung non-impact w/Reinforced Meeting Rails
40x75
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:No FL17134 R2 C CAC NI012019.03-Rl.pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:No 04/30/2020
Design Pressure:+35/-35 Installation Instructions
Other: FL17134 R2 II 08-03115-2150 Install-MTG
Reinforcement.pdf
Verified By: Luis R. Lomas,P.E. PE-62514
Created by Independent Third Party:Yes
Evaluation Reports
FL17134 R2 AE 514024-2150 EER-MTG
Reinforcement.ndf
Created by Independent Third Party:Yes
17134.4 SL 2150 Single Hung PVC SL 2150 Single Hung non-impact w/Reinforced Meeting Rails
&Bottom Rail 40x75
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL17134 R2 C CAC NI012019.04-R1.0
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:No 04/30/2020
Design Pressure:+40/-45 Installation Instructions
Other: FL17134 R2 II 08-03114-2150 Install-MTG-BTM
Reinforcement.pdf
Verified By: Luis R. Lomas, P.E.PE-62514
Created by Independent Third Party:Yes
Evaluation Reports
FL17134 R2 AE 514023-2150 EER-MTG-BTM
Reinforcement.odf
Created by Independent Third Party:Yes
17134.5 SL 2150 Single Hung PVC SL 2150 Single Hung non-impact w/Reinforced Meeting Rails,
Bottom Rail&Stiles 40X75
REVISIONS
REV DESCRIPTION DATE APPROVED
NOTES: 15. FOR ANCHORING THROUGH FRAME INTO WOOD FRAMING OR 2X BUCK USE #10 WOOD
1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO
REQUIREMENTS OF THE FLORIDA BUILDING CODE. SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.
2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE 16. FOR ANCHORING THROUGH FRAME INTO MASONRY/CONCRETE USE 3/16" TAPCONS WITH
RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2
3. 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL. 1/2" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND
4. WHERE SHIM OR BUCK THICKNESS IS'LESS THAN 1-1/2" WINDOW UNITS MUST BE INSTALLATION DETAILS.
ANCHORED THROUGH THE FRAME IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED 17. FOR ANCHORING THROUGH FRAME INTO METAL STRUCTURE USE #10 SMS OR SELF
INSTALLATION INSTRUCTIONS. ANCHORS SHALL BE SECURELY FASTENED DIRECTLY INTO DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND
MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE MATERIAL. STRUCTURE INTERIOR WALL. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION
5. WHERE WOOD BUCK THICKNESS IS 1-1/2" OR GREATER, BUCK SHALL BE SECURELY DETAILS.
FASTENED TO MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE. WINDOW UNITS MAY 18. ALL FASTENERS TO BE CORROSION RESISTANT.
BE ANCHORED THROUGH FRAME TO SECURED WOOD BUCK IN ACCORDANCE WITH 19. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR
MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS. MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN
6. WHERE 1X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW:
A. WOOD: MINIMUM SPECIFIC GRAVITY OF
COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF E=NGTH
B. CONCRETE: MINIMUM COMPRESSIVE STRENGTH OF 2,000 PSI.
THE ARCHITECT OR ENGINEER OF RECORD, C. MASONRY: HOLLOW/FILLED BLOCK PER ASTM C90 WITH Fm=2,000PSI MINIMUM.
7. BUCKS SHALL EXTEND BEYOND WINDOW INTERIOR FACE SO THAT FULL FRAME SUPPORT IS D. METAL STRUCTURE: STEEL 18GA (.048") FY=33KSI/FU=52KSI OR
PROVIDED. ALUMINUM 6063—T5 FU=30KSI .048" THICK MINIMUM
8. FOR FIN INSTALLATION SHIM AS NEEDED. FOR FRAME INSTALLATION SHIM AS REQUIRED AT
EACH ANCHOR LOCATION WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16" OR
GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4".
9. SHIMS SHALL BE LOCATED, APPLIED AND MADE FROM MATERIALS AND THICKNESS CAPABLE
OF SUSTAINING APPLICABLE LOADS.
10. WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS.
11. FRAME MATERIAL: EXTRUDED RIGID PVC.
12. UNITS MUST BE GLAZED PER ASTM E1300-04/09.
13. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED FOR THIS PRODUCT IN WIND BORNE
DEBRIS REGIONS.
14. FOR ANCHORING THROUGH FIN INTO WOOD FRAMING OR 2X BUCK USE #8 WOOD SCREWS
WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE.
LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.
SIGNED:0610712017
VIWINTECH 2400 IRVIN WINDOWS
DRIVE
DOORS04N
PADUCAH, KY 42003 `v,•��GENSF,cP
SERIES SL 2100 SH VINYL SINGLE HUNG WINDOW =*• 0,.S961
W/REINFORCED MEETING & BOTTOM RAILS & STILESE
NOTES
TAT O, FtLr,�
TABLE OF CONTENTS DRAWN: DWG NO. REV ii�0s A,OR10P
SHEET NO. 08 NOTES DESCRIPTION SCALE NTS Q4� 06/06/17 SHEET 1 OF 9 // Ojjj1111�?�\\�
2 — 5 ELEVATIONS L.ROBERTOLOMASP.E. Luis R. Lomas P.E.
1432 WOODFORD RD LEWISVILLE,NC 27023 FL No.: 62514
6 — 9 INSTALLATION DETAILS 434-688-0609 rll0ln8S@)ltI0Maspe.00M
REVISIONS
36" MAX FRAME WIDTH— 36" MAX FRAME WIDTH REV DESCRIPTION DATE APPROVE.
"
6" MAX r 14" 6" MAX 2., 14
MAX 2" MAX
MAX O.C.
II 2" MAX MAX O.C.
6" MAX '
11" 0
MAX O.C. 14"
/ MAX
II O.C. ,
NOTES:
1. MAXIMUM SASH SIZE:32 7/6"x 41 1116"
84" 84" 2. MAXIMUM D.L.O.:30 3/16"x 38 3/8"
MAX MAX
FRAME / FRAME
HEIGHT HEIGHT
X X
6" MAX
SL 2100 SH VINYL 36"x 84" 2" MAX SL 2100 SH VINYL 36"x 84"
EXTERIOR VIEW EXTERIOR VIEW
FRAME INSTALLATION FIN INSTALLATION
DESIGN PRESSURE RATING IMPACT RATING
+50.01-70.OPSF +65.01-70.OPSF SIGNED:0610712017
WHERE WATER WHERE WATER NONE RESISTANCEIS VIWINTECH WINDOWS & DOORS
RESISTANCE REQUIRED I S NOT REQUIRED 2400
IRVI N KOBB DRIVE
'��J\SVC E N
SERIES SL 2100 SH VINYL SINGLE HUNG WINDOW *• o b1
W/REINFORCED MEETING & BOTTOM RAILS & STILES _
HARDWARE SCHEDULE
36" x 84" ELEVATION ��o TAT OF
A. (2)COMPOSITE LOCK WITH KEEPER AT LOCK RAIL AT 7 314"FROM EACH END - 0. R P �
DRAWN: DWG NO. REv i �O1110t ♦
B. (2)CONSTANT FORCE BALANCE WITH TILT LOCKING SHOE,ONE PER JAMB A.R. 08-03113 — /SS•' t�G\x
C. (2)METAL PIVOT BAR AT EACH END OF BOTTOM RAIL scALE NTS 447E 06/O6/17 SHEEP 2 OF s ///i/BONA
D. (2)PLASTIC TILT LATCH AT EACH END OF LOCK RAIL
E. ALUMINUM REINFORCEMENT(10006189)AT FIXED MEETING RAIL L.ROBEROM Luis R. Lomas P.E.
1432 WOODFORD R D LEVVISVILLE,NC 27023 ILLE, -
F. ALUMINUM REINFORCEMENT(10300082)AT LOCK AND BOTTOM RAIL AND STILES 434-668-0609 rilomas@Irlomaspe.com FL No.:- 62514
Ar
REVISIONS
REV DESCRIPTION 36" MAX FRAME WIDTH 36" MAX FRAME WIDTH DATE APPROVED
6" MAX ti MA140.C.r 6" MAX 2" MAX MA140.C. 2" MAX
II 2" MAX
6" MAX
12" MA O A X / O
MAX
/
D.C.
O.C.
/
75" 75"
MAX MAX NOTES:
FRAME FRAME 1. MAXIMUM SASH SIZE:32 ZV"x36 9116"
HEIGHT / HEIGHT / 2. MAXIMUM D.L.O.:303/16"x33718"
6" MAX
SL 2100 SH VINYL 36"x 75" 2" MAX SL 2100 SH VINYL 36"x 75"
EXTERIOR VIEW EXTERIOR VIEW
FRAME INSTALLATION FIN INSTALLATION
DESIGN PRESSURE RATING IMPACTRATING
+50.01-70.OPSF +65.0%70.OPSF
SIGNED:06/07/2017
WHERE WATER WHERE WATER NONE
RESISTANCEIS RESISTANCEIS VIWINTECH WINDOWS & DOORS \\%%J1(I 11If
REOUIREO NOTREOUIRED 2400 IRVIN COBB DRIVE \vJ\r?\CE�s;1f,9s�'
PADUCAH, KY 42003 = F
SERIES SL 2100 SH VINYL SINGLE HUNG WINDOW =*• VAT
6W/REINFORCED MEETING & BOTTOM RAILS & STILES `HARDWARE SCHEDULE 36" x 75" ELEVATION ��0 OF tV�
A. (2)COMPOSITE LOCK WITH KEEPER AT LOCK RAIL AT 7 3I4"FROM EACH END DRAWN: DWG N0. REV � •'OIORiOP•\ �
B. (2)CONSTANT FORCE BALANCE WITH T1LT LOCKING SHOE,ONE PER JAMB A.R. 08-031 13
C. (2)METAL PIVOT BAR AT EACH END OF BOTTOM RAIL SCALE DATE SHEET
D. (2)PLASTIC TILT LATCH AT EACH END OF LOCK RAIL NITS O6/O6/17 3 OF 9
E. ALUMINUM REINFORCEMENT(10006189)AT FIXED MEETING RAIL L ROBERTO LOMAS P.E. Luis R. Lomas P.E.
1432 WOODFORD RD LEWISVILLE,NO 27023 FL No.: 62514
F. ALUMINUM REINFORCEMENT(10300082)AT LOCK AND BOTTOM RAIL AND STILES 434-688-0609 r11d mas anlrlemaspe.cam
REVISIONS
REV DESCRIPTION DATE APPROVED
40" MAX FRAME WIDTH 40" MAX FRAME WIDTH
6 MAX MAX4D.C. 6" MAX 2" MAX MAX4D.C. 2" MAX
2" MAX
6" MAX
14'
O MAX O
14" O.C. /
MAX
75" T— 75" NOTES:
MAX MAX 1. MAXIMUM SASH SIZE:36 7/8"x 36 9116"
FRAME FRAME 2. MAXIMUM D.L.O.:343/16"x33718"
HEIGHT HEIGHT
/ X / X
6" MAX IL
SL 2100 SH VINYL 40"x 75" 2" MAX SL 2100 SH VINYL 40"x 75"
EXTERIOR VIEW EXTERIOR VIEW
FRAME INSTALLATION FIN INSTALLATION
DESIGN PRESSURE RATING IMPACT RATING SIGNED:0610712017
t50.OPSF 150.0PSF
RESISTANCES RESISTANCE IS NONE VIWINTECH 2400 IRVIN WINDOWS
COBB DRIVDOORSWHERE WATER WHERE WA TER \\\\J C,1R I�t 0
REQUIRED NOTREQUIRED PADUCAH, KY 42003 `r••�\CENs�9J+
SERIES SL 2100 SH VINYL SINGLE HUNG WINDOW *• 0 51 *=
W/REINFORCED MEETING & BOTTOM RAILS & STILES ',° �
HARDWARES 40" x 75" ELEVATION q6• TAT OF
A. (2)COMPOSITE LOCK WITH KEEPER AT LOCK RAIL AT 314"FROM EACH END DRAWN: DWG NO. REV ���'C.•'�[ORIOPB. (2)CONSTANT •
RCE
WITH TILT
NG
C. (2)METAL PIVOTOBAR AT EACH ND OF BOTTOM RAIL SCALE
ONE PER JAMB scALE NTS a`� 06/O6/17 08 sn0EEr43 of s sjONAL vN,\\\
D. (2)PLASTIC TILT LATCH AT EACH END OF LOCK RAIL
E. ALUMINUM REINFORCEMENT(10006189)AT FIXED MEETING RAIL L.ROBER LOM Luis R. Lomas P.E.
1432 WOODFORD RD LEWISVILLE,NC 27023 ILLE, FL No.: 62514
F. ALUMINUM REINFORCEMENT(10300082)AT LOCK AND BOTTOM RAIL AND STILES 434-668-0609 rllanas@Irlomaspe.com
REVISIONS
52" MAX FRAME WIDTH 52" MAX FRAME WIDTH REV DESCRIPTION DATE APPROVED
ti 14"
6" MAX MA14" 6" MAX 2„ MAX ' MAX O.C. 2" MAX
2" MAX
6" MAX
14"
O MAX O
14 O.C.
MAX /
O.C.
75" T— 75" NOTES:
MAX MAX 1. MAXIMUM SASH SIZE:48 7/8"x 36 9116"
FRAME FRAME 2. MAXIMUMD.L.O.:463/16"x337/8"
HEIGHT HEIGHT
s" MAX
SL 2100 SH VINYL 52"x 75" 2" MAX J SL 2100 SH VINYL 52"x 75"
EXTERIOR VIEW EXTERIOR VIEW
FRAME INSTALLATION FIN INSTALLATION
DESIGN PRESSURE RATING IMPACT RATING
±40.OPSF ±40.OPSF SIGNED:0610712017
WHERE WATER WHERE WATER NONE
RESISTANCE IS RESISTANCE IS VIWINTECH WINDOWS & DOORS \\
REQUIRED NOTREOUIRED 2400 IRVIN COBB DRIVE `���J\5 R•Co21,9/i�
PADUCAH, KY 42003 J v•��GENSF,tp
SERIES SL 2100 SH VINYL SINGLE HUNG WINDOW =*• 0 6 *-
HARDWARE SCHEDULE W/REINFORCED MEETING & BOTTOM RAILS &ASTILES452" x 75" ELEVATIONT OF t�A. (2)OOMPOSITE LOCK WITH KEEPER AT LOCK RAIL AT 7 3/4"FROM EACH ENDDRAWN: -C
RCE BALANCE WITH TILT LOCKING
C. (2)MMEETAL PIVOTOBAR AT EACH END OF BOTTOM RAILHOE,ONE PER JAMBsruENTS �� 06 O6 D17 08 s03113OF 9lA S1�aG\\`
D. (2)PLASTIC TILT LATCH AT EACH END OF LOCK RAIL / /
E. ALUMINUM REINFORCEMENT(10006189)ATFIXED MEETING RAIL L.ROBERTO LOMAS P.E. Luis R. Lomas P.E.
1432 WOODFORD RD LEWISVILLE,NC 27023 FL No.: 62514
F. ALUMINUM REINFORCEMENT(10300082)AT LOCK AND BOTTOM RAIL AND STILES 434-668-0609 rllanas&dbmaspe.c
REVISIONS
1/2" MIN. REV DESCRIPTION DATE APPROVED
EDGE DISTANCE
WOOD FRAMING
OR 2X BUCK
BY OTHERS 1 1/4" MIN.
EMBEDMENT
BACKER ROD a 1/4" MAX. 1 1/4" MIN. 1/4" MAX.
& APPROVED SHIM SPACE EMBEDMENT I r SHIM SPACE
SEALANTJ� I INTERIOR
#10 WOOD SCREW
1/2"
a MIN.
EDGE o0
DISTANCE
I _
#10 WOOD
SCREW
C3
WOOD FRAMING D
D OR 2X BUCK
BY OTHERS
INTERIOR
EXTERIOR Q EXTERIOR
BACKER ROD
& APPROVED JAMB INSTALLATION DETAIL
0 SEALANT WOOD FRAMING OR 2X BUCK INSTALLATION
SILL TO BE SET
IN A BED OF
APPROVED SEALANT
BACKER ROD 14" MAX. NOTES:
& APPROVED � 1. INTERIOR AND EXTERIOR FINISHES,BY OTHERS,
SEALANT 0 SHIM SPACE NOT SHOWN FOR CLARITY.
0 1 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE
WOOD FRAMING DESIGNED IN ACCORDANCE WITH ASTM E2112-r SIGNED:06/07/2017
OR 2X BUCK
BY OTHERS
VIWINTECH 2400 IRVINDCOBB DRIVDOORS ````J\s R!I.to
PADUCAH, KY 42003 1 r••4�pENse"9s
SERIES SL 2100 SH VINYL SINGLE HUNG WINDOW *• 0,6 61 *=
W/REINFORCED MEETING & BOTTOM RAILS & STILES =,a `
INSTALLATION DETAILS ��0, TAT OF , �
VERTICAL CROSS SECTION DRAWN: DWG NO. REV
i�' •FfOR1�P•�t'�
WOOD FRAMING OR 2X BUCK INSTALLATION SCALE NTS DATE O6/06/17 08 SHE 63 OF g /;�/�/S��IVAL1��G��\\
L ROBERTO LOMAS P.E. P Lomas
LLIIS R. L .E.
1432 WOODFORD RD LEWISVILLE,NC 27023 FL No a s
434-686-0609 rll=as@lrfomaspe.com
REVISIONS
1/2" MIN REV DESCRIPTION DATE MPROVEO
EDGE DISTANCE
1/4" MAX.
METAL SHIM SPACE
STRUCTURE F F
BY OTHERS
APPROVED 0
S 1/4" MAX.
SEALANT
r INTERIOR SHIM SPACE
#10 SMS OR
a SELF DRILLING 1/2"
SCREW MIN
EDGE ,00
DISTANCE
� B
#10 SMS OR o
SELF DRILLING
0 SCREWS
EXTERIOR INTERIOR D EXTERIOR "
METAL BACKER ROD
STRUCTURE & APPROVED
O BY OTHERS SEALANT
0
JAMB INSTALLATION DETAIL
METAL STRUCTURE INSTALLATION
SILL TO BE SET
IN A BED OF
APPROVED SEALANT
BACKER ROD NOTES:
& APPROVED o 1. INTERIOR AND EXTERIOR FINISHES,BY OTHERS,
SEALANT 0 1/4" MAX. NOT SHOWN FOR CLARITY.
SHIM SPACE 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE
METAL STRUCTURE DESIGNED IN ACCORDANCE WITH ASTM E2112
BY OTHERS SIGNED:06/07/2017
��TL VIWINTECH
WINDOWS DOORS
400 IRVIN COBB DRIVE
PADUCAH, KY 42003 `r••��CENSF.J+��
SERIES SL 2100 SH VINYL SINGLE HUNG WINDOW =*•4TAVM"""'l
0 W/REINFORCED MEETING & BOTTOM RAILS & STILESVERTICAL CROSS SECTIONINSTALLATION DETAILS ��oc,��
METAL STRUCTURE INSTALLATION DRAWN: mvc NO. 08-03113 REV ��0��,SI10R1Q Gi,'-,
SCALE NTS DATE 06/06/17 SHEET7 OF 9 /7/011111IIII���``
L.ROBERTO LOMAS P.E. Luis R. Lomas P.E.
1432 WO
ODFORD RD LEWISVILLE,NO 27023 FL No.: 62514
434-688-0609 rllOmasOalrlamasp0.wm
2 1/2" MIN. I REVISIONS
q EDGE DISTANCE REV OESCRIPRON DATE ArPROVED
CONCRETE/MASONRY
BY OTHERS
.a d 0• 1 1/4" MIN.
OPTIONAL IX BUCK EMBEDMENT
SEE NOTES 3 - 7 4 1 1/4" MIN. 1/4" MAX,
SHEET 1 EMBEDMENT SHIM SPACE
I'
CONCRETE/MASONRY
n BY OTHERS q
BACKER ROD LJ °
& APPROVED 1/4" MAX. c
SEALANT SHIM SPACE
OPTIONAL 1 X BUCK
SEE NOTES 3 - 7
a3/16" TAPCON SHEET 1 9 >°
INTERIOR
3/16" TAPCON °
0
co
EXTERIOR Q . INTERIOR 2 MIN2" o °..
. -T
DIV EDGE Q
D - DISTANCE D
0 0 > EXTERIOR
BACKER ROD
& APPROVED
SEALANT
JAMB INSTALLATION DETAIL
BACKER ROD D SILL TO BE SET CONCRETEIMASONRY INSTALLATION
& 1N A BED OF
APPROVED
I APPROVED SEALANT NOTES:
SEALANT 1. INTERIOR AND EXTERIOR FINISHES,BY OTHERS,
OPTIONAL 1X BUCK �0 SHIM SPACE z 1/4" MAX. NOTSHOWNFORCLAR17Y.
PERIMETER AND JOINT SEALANT BY OTHERS TO BE
SEE NOTE 3 7
DESIGNED IN ACCORDANCE WITH ASTM E2112
SHEET 1 SIGNED:0610712017
CONCRETE/MASONRY VIWINTECH WINDOWS & DOORS
BY OTHERS ^ 2400 IRVIN COBB DRIVE
PADUCAH, KY 42003 ��w•�\C+ENS�,�sA���
6.4 SERIES SL 2100 SH VINYL SINGLE HUNG WINDOW =*• p 51 •.it
.a 'a .a 4: a W/REINFORCED MEETING & BOTTOM RAILS & STILES „a' 5 �`
INSTALLATION DETAILS TAT OF
�o
DRAWN: DWO NO. REV '� ' 1pRID.
R.
VERTICAL GROSS SECTION 5CA E NITS °ATE 06/06/17 O8 sn�183 OF s /IJNtAt`111��\\\
CONCRETEIMASONRYINSTALLATION L ROSERTO LOMAS P.E. Luis R. Lomas P.E.
1432 WOODFORD RD LEWISVILLE,No 27023 FL No as 434-688-0609 rllaaas@Irlomaspe.wm -
REVISIONS
REV DESCRIPRON DATE APPROVED
APPROVED
SEALANT
BEHIND FIN 1 1/4" MIN.
EMBEDMENT
#8 WOOD WOOD
SCREW FRAMING
BY OTHERS
1/4" MAX. 1/4- MAX
F SHIM SPACE WOOD FRAMING SHIM SPACE
7/16" MIN BY OTHERS
EDGE DISTANCE
#8 WOOD SCREW INTERIOR
a 1 1/4" o0
MIN.
EMBEDMENT
APPROVED n
SEALANT
BEHIND FIN D EXTERIOR 0 INTERIOR 7/16" MIN
EDGE DISTANCE EXTERIOR
p JAMB INSTALLATION DETAIL
p WOOD FRAMING OR 2X BUCK INSTALLATION
0
NOTES:
1. INTERIOR AND EXTERIOR FINISHES,BY OTHERS,
NOT SHOWN FOR CLARITY.
2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE
DESIGNED IN ACCORDANCE WITH ASTM E2112
1/4" MAX SIGNED:O6/07/20i7
I SHIM SPACE VIWINTECH WINDOWS & DOORS v�j11I�I/ff
—r 2400 IRVIN COBB DRIVE ���\J�c; IZ•C�;L1,9�
PADUCAH, KY 42003 =r••��GENs�.sy
7/16" MIN 1
EDGE DISTANCE SERIES SL 210D SH VINYL SINGLE HUNG WINDOW =*• 0 6
#8 WOOD WOOD MEETING &
BOTTOM RAILS & STILES
FIN INSTALLATION DETAILS
��o, TAT OF �L
SCREW 1 1/4" MIN. FBY RAMING DRAWN: DWG N0. REV i�j�s'c�OR%.
APPROVED EMBEDMENT A.R. 08-031 13 - �ONAI
SEALANT SCALE DATE SHEET 1 f II I I11
BEHIND FIN VERTICAL CROSS SECTION NTS 06/06/17 9 OF 9
WOOD FRAMING OR 2X BUCK INSTALLATION L.ROBERTO LOMAS P.E. Luis R. Lomas P.E.
1432 WOODFORD RD LEWISVILLE.NC 27D23 FL No.: 62514
434-688-0609 rllomasomidomaspe.oam
Al-iik
i a 1 { e i s /
BCIS Home Log In I User Registration I Hot Topic Submit Surcharge i Stats&Facts j Publications FBC Staff BCIS Site Map I Links Search
Florida
�j j Product Approval
v��ttq USER:Public User
Gnvrtl l�- i
Product Aooroval Menu>Product or Aoolication Search>Application List>Application Detail
■
FL# �213-R-
Application Type if—Revision,,
Code Version i. 2017—'-4
Application Status pproved--f
Comments
Archived ❑
REVIEW DATE �'2
Product Manufacturer Plastpro Inc./Nanya Plastics Corp. CITY OF ZEPHYRHILLS
Address/Phone/Email 5200 W CENTURY BLVD. PLAN
A'
LOS ANGELES,CA-90045 EXAMINER /l
(440)969-9773 Ext16 &—^-6
rickw@rwbldgconsultants.com
Authorized Signature Vivian Wright
rickw@rwbldgconsultants.com
Technical Representative Scott Johnson
Address/Phone/Email 5200 W Century Blvd.
Los Angeles,CA 90045(440)969-9773 Ext 18 ALL SHALL COMPLY WITH
scottjohnson@plastproinc.cGODES FLORIDA BUILDING COD PREI✓AILIIUG
NATIONAL ELECTRIC CODE CODE,
Quality Assurance Representative Ron O'Connell AND THE Cl�,
Address/Phone/Email 5200 W Century Blvd. ORDINAIVCE3 OF17EPI.IYRHILLS
Los Angeles,CA 90045
(440)969-9773 Ext16
ronoconnell@plastpro.co
Category Ezti=rior'Doors = ~ ._� �
Subcategory TifrngExterior-DoorDoor 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 Lyndon F.Schmidt,P.E.
the Evaluation Report
Florida License PE-43409
Quality Assurance Entity National Accreditation and Management Institute
Quality Assurance Contract Expiration Date 12/31/2018
Validated By Ryan J. King,P.E.
0 Validation Checklist-Hardcopy Received
Certificate of Independence FL15213 R3 COI (b)Certificate of Indeoendence.pdf
Referenced Standard and Year(of Standard) Standard Year
101/I.S.2 1997
101/I.S.2/NAFS 2002
AAMA/W DMA/CSA 101/I.S.2/A440 2005
ASTM E1886 2002
ASTM E1996 2002
ASTM E330 2002
TAS 201,202,203 1994
Equivalence of Product Standards
Certified By Florida Licensed Professional Engineer or Architect
FL15213 R3 Equiv (aa)Equivalency of Standards.pdf
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 10/20/2017
Date Validated 10/20/2017
Date Pending FBC Approval 10/24/2017
Date Approved 12/12/2017
Summary of Products
Go to Page 1101 41 Pagel/2
FL#' Model,Number or Name Description
15213.1- -a:Smooth/.Wood Grain/White Wood. 6'8"Impact"Opaque Fiberglass5ingle D'oorer
Grain/Rustic/Mahogany Series—'- •Inswing/Outswing-(X'=Configuration)------/
Fiberglass Door
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL15213 R3 II (a) Inst 15213.1.1)df
Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409
Impact Resistant:Yes Created by Independent Third Party:Yes
Design Pressure: N/A Evaluation Reports
Other:See INST 15213.1 for Design Pressure Ratings,any FL15213 R3 AE (a)Eval 15213.1.pdf
additional use limitations,installation instructions and Created by Independent Third Party:Yes
product particulars.
15213.2 b.Smooth/Wood Grain/White Wood 6'8"Impact"Opaque Fiberglass Single Door with Sidelite
Grain/Rustic/Mahogany Series utilizing"Snap Frame"Glazing-Inswing/Outswing(OX or XO
Fiberglass Door -Configurations)
Limits of Use" Installation Instructions
Approved for use in HVHZ:No FL15213 R3 II (a)Inst 15213.2.pdf
Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409
Impact Resistant:Yes Created by Independent Third Party:Yes
Design Pressure: N/A Evaluation Reports
Other:See INST 15213.2 for Design Pressure Ratings,any FL15213 R3 AE (a) Eval 15213.2.1)df
additional use limitations,installation instructions and Created by Independent Third Party:Yes
product particulars.
15213.3 c.Smooth/Wood Grain/White Wood 68"Impact"Opaque Fiberglass Single Door with Sidelites
Grain/Rustic/Mahogany Series utilizing"Snap Frame"Glazing-Inswing/Outswing(OXO-
Fiberglass Door Configuration)
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL15213 R3 II (a)Inst 15213.3.pdf
Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409
Impact Resistant:Yes Created by Independent Third Party:Yes
Design Pressure:N/A Evaluation Reports
Other:See INST 15213.3 for Design Pressure Ratings,any FL15213 R3 AE (a)Eval 15213.3.pdf
additional use limitations,installation instructions and Created by Independent Third Party:Yes
product particulars.
15213.4 d.Smooth/Wood Grain/White Wood 6'8"Impact"Opaque Fiberglass Single Door with Sidelite
Grain/Rustic/Mahogany Series utilizing "Lip Lite"Glazing-Inswing/Outswing (OX or XO-
Fiberglass Door Configurations)
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL15213 R3 II (a)Inst 15213.4.1)df
Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409
Impact Resistant:Yes Created by Independent Third Party:Yes
Design Pressure: N/A Evaluation Reports
Other:See INST 15213.4 for Design Pressure Ratings,any FL15213 R3 AE (a)Eval 15213.4.pdf
additional use limitations,installation instructions and Created by Independent Third Party:Yes
product particulars.
15213.5 e.Smooth/Wood Grain/White Wood 6'8"Impact"Opaque Fiberglass Single Door with Sidelites
Grain/Rustic/Mahogany Series utilizing"Lip Lite"Glazing-Inswing/Outswing (OXO-
Fiberglass Door Configuration)
ro �����plastp � = in
5200 W. CENTURY BLVD. 'U � r ��'•lo=
N? u
LOS ANGELES, CA 90045 3750 MAx.OA. -��•'•••.., ki�g� N>°M
FRAME WIDTH ''f�flf f*r►1���`` o M c0 z°
UN o
Smooth/Wood Grain/ White Wood Grain N o L W m W
m E a 9dtn.
Rustic/Mahogany \�. $ LL m d a
Series Fiberglass Door E o=
INSWING/OUTS WING 0 AkLd
'IMPACT` Z
" �'
Z
Z wZ
O � o
0
!E rr z$ zw
GENERAL NOTES
v CL a �
1. This product has been evaluated and is in compliance with the 6th Edition p o
(2017)Florida Building Code(FBC)structural requirements excluding the"High &I a a
Velocity Hurricane Zone"(HVHZ).
�3Ci
2. Product anchors shall be as listed and spaced as shown on details.Anchor w $
embedment to base material shall be beyond wall dressing or stucco.
in�
3. When used in areas requiring wind bome debris protection this product
complies with FBC Sections 1609.1.2&R301.2.1.2 and does not require an R N
impact resistant covering.This product meets missile level"D"and includes Wind Ln
z
Zone 4 as defined in ASTM El996 and FBC Sections 1609.1.2.2&R301.2.1.2.1. W Ln
4. For 2x stud framing construction,anchoring of these units shall be the same as
that shown for 2x buck masonry construction.
n ¢
C C O
5, Site conditions that deviate from the details of this drawing require further >j i
engineering analysis by a licensed engineer or registered architect.
s TABLE OF CONTENTS Z
SHEEr# DESCRIPTION N—Z a
'OVERALL L)E3►GN PRESSURE S o
a 1 Typical elevation,design pressures,&general notes �,F)
DATE 02116112 z
�a 2 Door panel details SWING.:'--` FRAME-..' <,._` n
3 Hor¢ontal cross sections D_IMEN310N;, 'POSfTIVE ` NEGATIVE N.T.S. m
5 4 Vertical cross sections •BY: JK
2 INSWING 37.50"x 82.00" +65.0 -70.0 Hirt.er: LFS 3
a 5 Buck and frame anchoring-2X buck masonry construction d
a6 Frame anchoring-IX buck masonry construction owm+c r+o ro
7 Bill of moterials&components OUTSWING 37.50"x 80.3T' +65.0 -65.0 FL-15213.1 °n
o sHccr 1 of 7
RACEentAMstpro,Inc PERMANENT\A-Florida Product Approva s\FL-15213 Fiberglass Door-Inswing•Outsvdng\C-DrawingsVI.15213(2017)\FL-152131-.8.dwg6 Zl
79.25e MAX.BOOR PANEL HEIGHT
ffA
jr
O I�^� t?'�v„
0
a
:r,12-(r— m
I MI
N I 120 C�
O z
fi z a
0
O
o •
I gggd�2
T� 1S2' -T -3
s —T
N�
r�
n
4ryf
a
f
. No.43409
October 19,2017
$ PRODUCT. 0ocwnentr Prepared t3lrf�„
Lyndon F. SahmldtPLA57PRO INC. '�", • RlOR1pR•• ����
fv z\ MERGLASS DOOR P.E. No. 43409 //SSjQJVALtiGi ��
tV y 2 10 19 17 UPDATE TO 6TN ED. 2017)F8C iF5 PART 0R ASSEMBLY: /{ BUILDING CONSUC7ANTS, INC.
fn 1 4 22 /S UPDATE TO STH ED. 2014)FBC JK DOOR PANEL DETAILS J t�
-. BY P.O. Box 230, Valrlao. FL 33595
N NO DATE Phone No.: 813.888.8187
REVISIONS FBPE C.R. No. 9813
�ZIIIS R.W.HtJILOiNO CDMOrJLT4NTD INa.
RNClients\Plestpro,Inc PERMANENT\A-Florida Product Approvals\FL-15213 Fiberglass Door-Inswing-0utswing\C-Drawings\FL 15213(2037)\FL-15213.1-.8.dwg,3.1
�a
3Z
W N o
p 0= W rr
o c 70v
v O w
CD D m w
A
n o e
N y e•
O e.
Z cNa
G W W N
0o 00
A `—
[[rr��
0 0 &
I0 r N
N
0 0
N
m g
O
Z
O Iz
W W W N
rXn Q
m m
A
W•+ ,p O. w � n 0
OOzo -�t
am0
m I ~
a D w
5g 1-
3.O A W
to
r
ry11 W tl1
n
v
/'
No.43409
October 19,2017
s oop PRODUCT: LloeumeMn Propared
Lyndon F. SchmidtPLASTPRO INC. �i/ •R ••OI`.•' `��
'L+ N FIBERGLASS DOOR P.E. No. 43409 // NA..11 �`
2 10 19 117 UPDATE TO 6TH ED. (2017) FBC LFS PART OR ASSEMBLY: BUILDING CONSULTANTS, INC.
I� r in 1 4 22 15 UPDATE 70 57H ED. (2014 FBC JK JulP.O. Box 230, VDlrieo, FL 33595
m NO DATE BY HORIZONTAL CROSS SECTIONS Phone No.: 813.659.9197
REVISIONS FBPE C.A. No. 9813
0 2012 R.W.BUILDING CDNSULTw INC.
R.\Clients\Flastpro,Inc PERMANENT\A-Florida Product Apprwalz\FL-15213 Fiberglass Door-Inswing-Outswing\C-Drawings\FL 15213(2017AFL-15213.1-.8.dw%41
�.s
r�r �1+ tit
da w
g m m c ya m
00
v O
fOA ` C .pia
3(1 t{b0 p 4 •
c
0 • N
a a a
NF p4
• 4 • � W N
a 4 ,
� p
D.15" p .
• ' CSINK I L
(TYP.) a 4
p •' a
1-1I4'MtN.
PMS.(TYP.)
a a
AN R O
rn �
� N
v -• ,4 A a
•v M
�1 c�
.� a
SXN
n n a >s y A
ro� • � p
7e
p.
v $ m
.Q'1'1.
A
1-1/4"MIN,
EMS.(TYP.)
�� v•°���°Or rrrr
No.43409
October 19,2017
$ PRODUCT: D«Uments Pmpamd 8y:rr
PLASTPRO INC. Lyndon
P.E.No F43489 mt rr rr $';201UD�
I r
rr aNAL
z � tTeERcuss DOOR m !l1 t t t t F 131<<ti
Pn Iv ` ti O7 2 10/19/17 UPDATE TO 6TH ED. 2017)FBC LF5 PART OR ASSEMBLY: W BUILDING CONSULTANTS, INC.
I~ W to tq i 4 22 15 UPDATE TO STH ED. 2014) FBC BY VERTICAL CROSS SEC716NS d 4 Y4 P•O. Do. 230, Valrico, FL 33595
N NO DATE Phone No.: 813.859.9197
REViSiON FBPE C.A- No. 9Bt3
BUtLafNa CCNtlUt.TANTH INC,
ZF
Zo
q= oloUZI
)N
s n xZd
5 a 7N $io 9mcw
_ o "a o a.
TYP.HEAD&JAMBS 2X ^' a "� m a a T
BUCK 6 o�
o _TYP.HEAD& 8 J° Z
JAMBS o
BUCK z�
c,
C ' o zto
FRAME _ zoQz
QU
Vf
•� MASONRY �� MASONRY
6 OPENING ^7 OPENING e,O am dt
p O u
m >j
3 cam
N N N
y Z
0 BUCK ANCHORING HINGEJAMB FRAMEANCHORING SMKEJAMB B E g
Masonry 2l(buck consfiuctlon N
CONCRETEANCHORNOTES:
1.Concrete anchor locations at the comers maybe adjusted to maintain the min.
edge distance to mortarjoints.
a' 2.Concrete anchor locations noted as MAX.ON CENTER"must be adjusted to a a d
maintain the min.edge distance to mortarjoints,additional concrete anchors 21 13
smay be required to ensure the MAX.ON CENTER"dimension are not exceeded. 6 ^^ m
3.Concrete anchor fable:
26
w
a
at N H
F
:.....::::•:.:_:......
......M K CCEARANCI;'. .MIN,;CLEARANCE.
1
-•N
J
0
7
ANCHOR; A;NCHOk;`i;.;::i?MIN::?$.i"s:;3 e,......... .
0 a
• i0.'MASQNR.. ....;TQADJA'CEN?:;;• "'- z
g ;fA16EDMENi_'`;";;:.._;...:.......::.:::... ....... .._:..... .:.
S a.::c:::.EDGE::.::::;:.`::•:; ;::;"ANCHORZ:Ic''.; Uo
ITW
DATE 02 16112 12
TAPCON0 1/4" 1-1/4" 2" 4"
sr ir. N.T.S.
sELCO 1/4" 1-1/4" wa BY.. JK m
ULTRACON cwL BY: LFS
WOOD SCREW INSTALLATION NOTES: HINGEJAMB STRIKE PLATE DETAIL rc
DR!&RJO NO.: N
s1.Maintain a minimum 5/8"edge distance,1"end distance,8 1"o.c.spacing of FL-15213.1 n
wood screws to prevent the splitting of wood. ro
%Hu 5 Br 7
z * o =r�
U N••
30 gv v o x z°
TYP,HEAL?8. ¢y 9 m°c m
�•' JAMBS p+'�• y" a O L R
IX LL"� m da00
v
BUCK °
p E `o z
ry P C� X 1
�j J 1.
�a n
s FRAME •p
"�• u7 C4Y5 Z y
2q
1 Z
•� MASONRY
5 OPENING _ o d �
m U K Y
O ()
O m
a
rn •�• .d•� by
HINGE JAMB FRAME ANCHORING STRIKE JAMB
o Q
CONCRETEANCHOR NOTES: Masonry 1 X buck construction En
LL T.Concrete anchor locations at the comers may be adusted to maintain the min. `0
u edge distance to mortar joints. a o
a2.Concrete anchorlocations noted as MAX.ON CENTER"must be adjusted to k'
maintain the min.edge distance to mortarjaints,additional concrete anchors a
may be required to ensure the MAX.ON CENTER"dimension are not exceeded. 2� i
a 3.Concrete anchor table: n N m
:.
i.MIN::.CLEARANCE.',, A`CrINO;F ACDIEJAACRAENNCT.:E'.
31MIN::NCHQR TO. NRY`EMBEDMENT: ,:EDGE ANCNQ :3ii. 33 m a ow
az
Itw m t/4" /4"t-t 2" 4" 8 27 33 N z n°
z TAPCON
Z.
9 ELCO t/4" 1-t/4" 1" 4" n+reD2 16 }2
a ULTRACON �: N.T.S. 3
`a
TAPCONe 3/16" t•1/4" 3" 1-1/2" HINGEJAMB STRIKE PLATE DETAIL �•er:• LFS 3
a
WOOD SCREW INSTALLATION NOTES: ¢
MWM No"
1.Maintain a minimum 5/8"edge distance,I•end distance,&I'o.c,spacing of N
c FL-152}3.1
wood screws to prevent the splitting of wood. 0
SHEET 6 OF 7 N
Bill OF MATERIALS
ITEM DESCRIPTIONn
MATERIAL
I MASONRY-3,000 PSI MIN.CONCRETE CONFORMING TO ACI let
301 OR HOLLOW BLOCK CONFORMING TO ASTM,C90 CONCRETE
2 IXBUCKSG>=0.55
WOOD 0-
3 2X BUCK SG>=0.55
ib -c 0;v)
WOOD - -a)-
4_ 1/4"MAX.SHIM SPACE �,j 'R
5- 1 le X 2-3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL
6 #10 x 2-1/2 PFH WOOD SCREW f 1.15 • 0 0 ZO
0 cq
5-MIN.EMBEDMENT) STEEL
z 8 9 x 3/,C'PFH WOOD SCREW z STEEL Em go
9 DOOR SKIN(MI THICK) ro cli on.
0' FIBERGLASS 4.56"
cp; 6
06 a Z)
10 INSWING VINYL DOORSWEEP BY ENDURA VINYL I m a:a,
To—A VINYL D05k BOTTOM SWEEP#3628 BY HOLM IND. LZ
VINYL
lz
H REINFORCEMENT WUUL)FOR LOCK WOOD
12 FINGER JOINTED PINE JAMBWOOD
1-3 #9x2-1(e PFH WOOD SCREW
-14—TO—TrOMRAJL CELLULAR PVC
STEEL LMW�517�---4 Ef�23T
-T-5 INSWING ADJUSTABLE iR—RESHOLD BY ENDURA 2.4 2.43'
TS r
- - ALUM./WOOD
A INSWING ADJUSTABLE ALUMINUM THRESHOLD BY DLP ALUM./WOOD
16 FORCE 5 WEATHER STRIPPING BY ENDURA
FOAM r12 JAW
16A COMPRESSION WEATHER STRIP QLON 650 BY SCHLEGEL FOAM
F E 0
I CE
17 KWIKSET KEYED ENTRY-SIGNATURE SERIES STEEL �d
KWIKSET DEADBOLT-SIGNATURE SERIES(79 STEEL qU
20 POLYURETHANE FOAM BY NANYA a -ki
4""X41SUll HINGE POLYURETHANE
m 0
23 POLY FIBER JAMB n
COMP./VINYL rc m
24 HINGE&LATCH STILE CELLULAR PVC m m
25 TOP RAIL ------4.W cc>-
--CELLULAR PVC
26 DEADBOLT STRIKE PLATE —STEEL
27 LATCH STRIKE PLATE
29 HINGE&
28 STEEL
9!Ee
ALUM.I WOOD
LATCH STILE REINFORCEMENT LVL
r-
30 1 I/R'X 3 314"PFH ffWCOt!CRETE SCREW
STEELin
JI I#Yx I"PFH WOODSCREW
z
STEEL wLOA
32 1 I/ex-3--71-/-4"PFH ITW CONCRETE SCREW STEEL
\ADJUSTABLE INSWING SILL lion OUfSWlNG BUMP THRESHO[D b N
33 13116-X 3-1/4'PFH frW CONCRETE SCREW STEEL
40 1 DOOR PANEL-SEE DOOR PANEL DETAIL SHEET FOR CONSTRUCTIONDETAILS
5.62'
z t)
0M021'2
16 SME N.T.S.
DWQ BY. JK m
cmc BY. LFS
OMWO NO.: m
FL-15213.1
4 ® r....... ° • • a . .
fig
BCIS Home I Log In I User Registration Hot Topics Submit Surcharge ;'Stats&Facts Publications FBC Staff BCIS Site Map' Links I Search
Florda
Product Approval
ttiite�rt lt � M USER:Public User
LFK�Nyirtm
Product Approval Menu>Product or Application Search>Application List>Application Detail
FL It FL2164&R1
Application Type ffirmation,
Code Version _2017
Application Status Approved
Comments
Archived p
Product Manufacturer Eastern Architectural Systems
Address/Phone/Email 16341 Domestic Ave.
Ft.Myers,FL 33912
(800)432-2204 Ext4305
jflesher@easternmetal.com
Authorized Signature James Flesher
jflesher@easternmetal.com
Technical Representative Timothy J.Hoard
Address/Phone/Email 10030 Bavaria Road
Fort Myers,FL 33913
(800)432-2204 Ext4314
thoard@easternmetal.com
Quality Assurance Representative
Address/Phone/Email
Category Windows
Subcategory idMOilions -
Compliance Method Certification Mark or Listing
Certification Agency Keystone Certifications,Inc.
Validated By Keystone Certifications,Inc.
Referenced Standard and Year(of Standard) Standard Year
AAMA 450 2010
TAS201 1994
TAS202 1994
TAS203 1994
Equivalence of Product Standards
Certified By
OI affirm that there are no changes in the new Florida Building
Code which affect my product(s)and my product(s)are in
compliance with the new Florida Building Code.
Documentation from approved Evaluation or Validation Entity OYes ONo ON/A
Product Approval Method Method 1 Option A
Date Submitted 12/22/2017
Date Validated 12/22/2017
Date Pending FBC Approval
Date Approved 12/27/2017
Summary of Products
FL# Model,Number or Name Description
21648.1 176 HVHZ X-Mullion 176 HVHZ X-Mullion
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL21648 R1 C CAC 622-109CAR.odf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 06/06/2020
Design Pressure:N/A Installation Instructions
Other:See drawing charts for mullion size,configuration FL21648 R1 II 08-02951.odf
and design pressure Verified By: Luis R. Lomas,P.E. 62514
Created by Independent Third Party:Yes
Evaluation Reports
FL21648 R1 AE 513791.Ddf
Created by Independent Third Party:Yes
21648.2 176 HVHZ T-Mullion 176 HVHZ T-Mullion
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL21648 R1 C CAC 622-108CAR.Ddf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 06/06/2020
Design Pressure:N/A Installation Instructions
Other:See drawing charts for mullion size,configuration FL21648 R1 II 08-02950.odf
and design pressure Verified By: Luis R. Lomas,P.E. 62514
Created by Independent Third Party:Yes
Evaluation Reports
FL21648 R1 AE 513790.1)df
Created by Independent Third Party:Yes
21648.3----" " "-176"HVHZ—VdrrticafiHorizontal 176=HVHZVertical Horizontal,Mullion-
-1-Mullion-
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL21648 R1 C CAC 622-107CAR.odf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 06/06/2020
Design Pressure: N/A Installation Instructions
Other:See drawing charts for mullion size,configuration FL21648 Rl II 08-02952.Ddf
and design pressure Verified By: Luis R. Lomas,P.E.62514
Created by Independent Third Party:Yes
Evaluation Reports
FL21648 RI AE 513792.1)df
Created by Independent Third Party:Yes
Back Next
Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824
The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement
Under Florida law,email addresses are public records.If you do not want your e-mail address released In response to a public-records request,do not send electronic
mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.-Pursuant to Section 455.275
(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The
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 Accepts:
Credit Card
Safe
REVISIONS
REV DESCRIPTION DATE APPROVED
NOTES: ANCHORING NOTES:
1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH 1. FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE #10 WOOD SCREW WITH
REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING THE HVHZ. SUFFICIENT LENGTH TO ACHIEVE A 1 3/8" MINIMUM EMBEDMENT. LOCATE ANCHORS AS
2. WOOD FRAMING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO SHOWN IN INSTALLATION DETAILS.
STRUCTURE. FRAMING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 2. FOR ANCHORING INTO CONCRETE USE 3/16" TAPCON WITH SUFFICIENT LENGTH TO ACHIEVE
3. ALLOWABLE STRESS INCREASE OF 6/3 WAS NOT USED IN THE DESIGN OF THE PRODUCT A 1 3/4" MINIMUM EMBEDMENT WITH 2 1/2" MINIMUM EDGE DISTANCE. LOCATE ANCHORS
SHOWN HEREIN. WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR AS SHOWN IN INSTALLATION DETAILS.
CALCULATIONS. 3. FOR ANCHORING INTO METAL STRUCTURE USE #10 SMS OR SELF DRILLING SCREWS WITH
4. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS PRODUCT IN WIND
BORNE DEBRIS REGIONS. SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL.5. DESIGN PRESSURE AND INSTALLATION DETAILS SHOWN IN ATE APPROVAL.THIS DOCUMENT APPLY ONLY TO LOCATE ANCHORS AS SHOWN IN INSTALLATION DETAILS.
MULLION. WINDOWS MUST BE APPROVED UNDER SEPARATE 4, FOR ATTACHING WINDOW UNITS TO MULLION USE 10 SELF DRILLING SCREWS WITH 6. SINGLE WINDOWS D TO MULLION MUST HAVE SEPARATE APPROVAL. SUFFICIENT LENGTH TO ACHIEVE A MINIMUM EMBEDMENT OF THREE THREADS PAST THE
WINDOWS ATTACHED BE MULLED ARE NOT LIMITED TO THOSE SHOWN IN THIS DRAWING. MULLION WALL. LOCATE SCREWS IN ACCORDANCE WITH WINDOW ANCHORING SCHEDULE AS 7. DESIGN PRESSURE OF MULLED UNIT SHALL BE CONTROLLED BY THE LESSER DESIGN SHOWN IN WINDOW SEPARATE APPROVAL.
5. ALL FASTENERS TO BE CORROSION RESISTANT.
PRESSURE THE MULLION OR THE INDIVIDUAL WINDOW OR DOOR UNIT. 6. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR
8. UNITS MAY B BE MULLED TOGETHER INDEFINITELY AS LONG AS SINGLE UNIT WIDTH AND
HEIGHT ARE NOT EXCEEDED AND MULLION IS ANCHORED AS SHOWN HEREIN. MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN
9. MULLION VERTICAL INSTALLATION IS SHOWN. MULLION MAY BE USED IN HORIZONTAL SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW:
APPLICATIONS AS LONG AS DIMENSIONS' INDICATED HEREIN ARE NOT EXCEEDED AND A. WOOD - MINIMUM SPECIFIC GRAVITY OF G=0.42
MULLION IS ANCHORED ACCORDING TO THIS DOCUMENT. B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3,200 PSI.
C. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90, GRADE N, TYPE 1 (OR
GREATER).
D. METAL STRUCTURE: STEEL 18GA, 33KSI OR ALUMINUM 6063-T5 .058" THICK MINIMUM
7. TO ATTACH MULLION TO CLIP USE (4) #10 x 1 1/4" SELF DRILLING SCREWS PER CLIP.
SCREWS MUST BE FIELD INSTALLED.
SIGNED:01/1712017
EASTERN ARCNITEC -SYSTEMS ,tlll/!I
,Eastern EASTERN METAL SYPRV \\\X R� LOz
3 IS IDOMESTICAVE \ �•� . /
`�; .FL=12 `ter. �0EN0 9s/�
TABLE OF CONTENTS "' "" `
x176 HVHZ VERTICAL HORIZONTAL MULLION *�• ,�It�0„61261 *`SHEET N0. DESCRIPTION / 0
1 NOTES LARGE AND SMALL MISSILE IMPACT =,a �`
NOTES ��D TAT OF
2 APPROVED CONFIGURATIONS AND CHART R p •w�
DRAWN: DAD NO. REV / ` C0RIO••\�\�
3 - 5 INSTALLATION DETAILS V.L.
DATE 08 SHEET
0 E952
6 COMPONENTS NTS 09/15/16 1 OF 6
145 1/4 145 1/4" 145 1/4" REVISIONS
COMBINED WIDTH COMBINED WIDTH COMBINED WIDTHREv DESCRIPTION QATC APPROVED
WI--{�W2 W,--j�bV2 --W,-��-W2
10) ff
WINDOW � //� / WINDOW //� / / WINDOWFRAME WINDO WINDOW WINDOW WINDOW WINDOW
HEIGHT(MULLION // // //�SPA
W 1 I----W2W I^I I-W2 WI 1 1--W2-�
145 1/4" �--C ih5 1/h" 145 DWICOMBINED WIDTH OMBINED WIDTH COMBINED WIDTH
145 1/4" 145 1/4" 145 1/4"
COMBINED WIDTH �~ COMBINED WIDTH COMBINED WIDTH
--W1-jrW2- W1-1r-W2- -W1--�W2-
DESIGN PRESSURE TABLE INSTRUCTIONS:
I. DEFINE REQUIRED DESIGN LOAD PER FLORIDA BUILDING CODE
108" �/ �/ CHAPTER 16.
/ 2. DETERMINE TRIBUTARY WIDTH AND MULLION SPAN BASED ON
FRAME / / /WINDOW IWINOOW WINDOW PRODUCT TO BE INSTALLED. SEE FORMULA FOR TRIBUTARY
HEIGHT WINDOW WINDOW WINDOW WIDTH.
(MULLION 3. LOCATE MULLION SPAN (UNIT HEIGHT) AND TRIBUTARY WIDTH. AT
SPAN) THE INTERSECTION OF ROW AND COLUMN CONTAINING THE
MULLION SPAN AND TRIBUTARY WIDTH RESPECTIVELY IS THE
L MULLION RATING FOR PRODUCT IN STEP 2. MULLION RATING
MUST BE EQUAL OR GREATER THAN REQUIRED DESIGN
PRESSURE OBTAINED IN STEP I.
APPROVED CONFIGURATIONS
TRIBUTARY WIDTH = W1 + W_
2
Design pressure rating(pso
positive and negative
Mullion Tributary width(in)
span(in) 24.00 30.00 36.00 42.00 46.00 54.00 60.00 166.001 72.00
36.00 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0
42.00 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.01 150.0
48.00 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0
54.00 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.5 SIGNED:0111712017
60.00 150.0 150.0 150.0 137.7 128.1 122.7 120.9 120.9 120.9
EASTERN AncxrtECTURu sysTsru
66.00 150.0 143.1 123.3 110.0 101.1 95.3 92.0 90.9 90.9 \\llllil/!/
72.00 145.4 118.9 101.8 90.2 82.2 76.6 72.9 70.7 70.0 Eastern �M sa =E swv r \��\\5 R 07��/
78.00 1 123.21 100.4 85.6 75.4 68.2 63.1 59.4 57.0 55.5 MRT .1=12 ����J •EN
84.00 105.7 85.9 73.0 64.1 57.7 53.0 49.6 47.1 45.4 �� ' � -�+ 1 V,•�\�+ S
�nERs ,tP i
90.00 91.8 74.4 63.1 55.2 49.5 45.2 42.1 39.7 38.0 176 HVHZ VERTICAL/HORIZONTAL MULLION �3t�•/�0 51 *-
96.00 80.4 65.1 55.1 48.1 42.9 39.1 36.2 34.0 32.3 LARGE AND SMALL MISSILE IMPACT _„o,�{u��(
Of
10Z00 71.1 57.5 48.5 42.2 37.7 34.2 31.5 29.5 27.9 APPROVED CONFIGURATIONS AND CHART �yD TAT OF ,tV
108.00 63.3 61.1 43.1 37.4 33.3 30.2 27.7 25.8 24.3 i�.0� R P •�.4
114.00 54.2 43.8 36.9 32.1 28.6 25.9 23.9 22.2 21.0 DRAWN: DWC No. 08-02952 REV �sS
120.00 46.4 37.4 31.5 27.4 24.3 22.0 20.2 18.8 17.7 SCALE DATE sHEE7 �� /0NAt1E\\��
Large and Missile Impact Rated Up to Wind Zone 4 and HVHZ NTS 09/1 5/16 2 OF 6
REVISIONS
REV DESCRIPTION GATE APPROVED
MULLION MULLION
CLIP ANGLE
Fe
MULLION
/ MULLION
CLIP /
#10 / ANGLE --#10
/ WOOD SCREW WOOD SCREW
WOOD FRAMING 1 3/8" WOOD FRAMING 1 3/8"
OR 21 BUCK MIN OR 2X BUCK MIN
BY OTHERS EMBEDMENT BY OTHERS EMBEDMENT
VERTICAL MULLION WITH CLIP DETAIL J VERTICAL MULLION WITH ANGLE DETAIL j
WOOD FRAMING OR 2X BUCK INSTALLATION WOOD FRAMING OR 2X BUCK INSTALLATION
1 MIN. SILL SHOWN-HEAD SIMILAR 1 MIN. 1 MIN. SILL SHOWN-HEAD SIMILAR 1 D MIN.
EDGEE DISTANCE EDGE
D D DISTANCE EDGEE D DISTANCE EDGEE DISTANCE
SIGNED:6111712017
EASTERN ML MSIONIOF SYSTEMS 111 I I I I II j
A OMSION OF
WIN
Eastern EASTERN METAL SYPPLY �� /��i//
1-100MEST10
un.�oi wr ue^ FORTMYERS.M.", \\ GEN •s'�
176 HVHZ VERTICAL/HORIZONTAL MULLION *• 0 61261
LARGE AND SMALL MISSILE IMPACT �b '�=
INSTALLATION DETAILS ��p• TAT OF
0
DRAWN: DWG NO. REV ��'c�•'c(OR1VQ:•C�'��
08 0295z
SCALE - /�4ss�ONAty aG`�\
NTS DATE 09/15/16 3 OF 6
Illy
REVISIONS
REV DESCRIPTION GATE APPROVED
MULLION MULLION
CLIP - ANGLE \
`mJ (a 0 (a a `J 0 Q V
MULLION
MULLION
/ CLIP #10 SMS OR ANGLE #10 SMS OR
SELF DRILLING / SELF DRILLING
/
SCREW SCREW
METAL-
STRUCTURE METAL
BY OTHERS STRUCTURE gg g
BY OTHERS
VERTIMAAMULLION
STRUCTUREINSTALLATION METAL DETAIL
I I �I�JJ VERTICAL
MET MULLIONWITH
ANGLE
I
3/4" MIN. SILL SHOWN-HEAD SIMILAR 3/4" MIN. 3f-/44" MIN. SILL SHOWN-HEAD SIMILAR 3111//4" MIN.
EDGE DISTANCE EDGE DISTANCE EDGE DISTANCE EDGE DISTANCE
SIGNED:01/1712017
EASTERN AACNREOTMOF SYSTEMS 1'I'T1
'r Eastern EASTERN METAL SYPMV \�\\�5 R• to
■ /A - 18311 DOMESTIC AVE \\-\� •�A/�
¢ FORT MVER5.FL=12 V //
,......,.,_.ew....ovo... NOW33.TtW �v,•v\GENSF,t!"�
^176 HVHZ VERTICAL/HORIZONTAL MULLION sir• 0y�}61 *�
LARGE AND SMALL MISSILE IMPACT
INSTALLATION DETAILS �¢1 TAT OF
DRAWN: DWG NO. REV 0.• P• �\
V.L. 08-02952 - ��/%`sS•OR`O
SCALE NTS DATE 09/15/16 1SHEET4 OF 6
�1
REVISIONS
REV DESCRIPTION DATE APPROVED
MULLION
CLIP \ ANGLE \ MULLION
0 FS
\ a a * I
MULLION
MULLION
CONCRETE CLIP
3/16" TAPCON ANGLE 3/16" TAPCON
/MASONRY / CONCRETE
-
STRUCTURE /MASONRY /
BY OTHERS STRUCTURE i
° n BY OTHERS
a ° a 1
1 1/4" ° m MIN
d Q EMBEDMENT ° °a <Q ° ° ° EMBEDMENT
MIN
a a a
VERTICAL MULLION WITH CLIP DETAIL _ 2 1/2" MINLT VERTICAL MULLION WITH ANGLE DETAIL 2 1/2" MIN
F— CONCRETE/MASONRYINSTALLATION EDGE DISTANCE CONCRETEIMASONRY INSTALLATION EDGE DISTANCE
2 1/2" MIN. SILL SHOWN-HEAD SIMILAR 2 1/2" MIN. SILL SHOWN-HEAD SIMILAR
EDGE DISTANCE EDGE DISTANCE
SIGNED:0111712017
AOMSIONOF
EASTERN ARCHRECTURALSVSTEMS
■6(I Eastern EASTERN METAL SVPRV d
FORTMYERS,FLST913 \\�\ •��/�
176 HVHZ VERTICAL/HORIZONTAL MULLION _'*• 0�(j1 *=
LARGE AND SMALL MISSILE IMPACT ' S
INSTALLATION DETAILS �10• TAT Of
DRAWN: DWG NO. REV �i�0'c�Ps F[ORID.Q:
SCALE NTS DATE 09/15/16 OS SHE952 OF 6 /�//s/�NA11 ?\��\
BILL OF MATERIALS REVISIONS
ITEM NO.:I PART NUMBERI DESCRIPTION MANUFACTURIER1 MATERIAL REV DESCRIPTION DATE APPROVED
1 56372 H-CLIP SAPA ALUMINUM6063-TG
2 1 ANGLE ALUMINUM 6063-T6
3 156371 11/4"X 3"TUBE MULLION ISAPA ALUMINUM 6063-T6
1 1/4
3/8"� 3"
-1 1/2"
11/16"
5/16"
7/8„
� #10 X 1" PH #10 X 1" PH
1' SELF DRILLING SCREW MULLION SELF DRILLING SCREW
01/4„ LOCATE ANCHORS PER LOCATE ANCHORS PER
WINDOW/DOOR ANCHOR WINDOW/DOOR ANCHOR
3" 1" 5„ '{ SCHEDULE SCHEDULE
WINDOW FRAME 0 WINDOW FRAME
REFERENCE ONLY REFERENCE ONLY
2"
a�\R\
1 1/4'X3"TUBE MULLION n INTERIOR
ALUMINUM 6063-T6.125"THICK I�1
EFFECTIVE MOMENT INERTIA:3.0501N^4 ANGLE
M
EFFECTIVE SECTION MODULUS:1.008 I1 ALUMINUM 6063-T6.125"THICK
10 7/16"
EXTERIOR
3" WINDOW TO MULLION INSTALLATION DETAIL
WINDOW FRAME SHOWN FOR DETAIL PURPOSES ONLY
1 1/2" MULLION IS NOT LIMITED TO THIS PRODUCT
15/16"
4 15/16' 5/8'. 01/4"
' - r_
SIGNED:0111712017
ADN2 RN ARCN ISION A SYS EMS
'•''Eastern EAST
EAS E ERN METAL SYPRY11R.ILIo
T-1 DOMESTIC AVE \ /
FORT�z-a•RM12 v CENS .:cpii
CLIP 176 HVHZ VERTICAL/HORIZONTAL MULLION fit4TAYMOF
py§95 *-
ALUMINUM6063-T6.125"THICK LARGE AND SMALL MISSILE IMPACT =,o (g
COMPONENTS !
.<4�
DRAWN: DWG NO. REV O ��ORIOP G���\\
GALE NTS DATE 09/15/16 08 SHHEEf62 OF 6 ////S��NAj1���\\\
I(IIIII IIIII Ilill IIIII IIIII illll IIIII IIIII IIIII Illli IIII IIII
2018082384
Rcpt:1957021 Rec: 10.00
DS: 0.00 IT: 0.00
Permit Number 05/15/2018 J. G. , Dpty Clerk
Parcel ID Number 1 - ,- 1-(517 -bb(.06 a W AO
NOTICE O F COMMENCEMENT PRULR S.0'NEIL,Ph.D.PRSCO CLERK & COMPTROLLER
o5/15/2018 08:20am 1 of 1
State of Florida OR BK 9724 PG 2557
County of 10osco_-
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 this NOTICE OF COMMENCEMENT.
1.Description of property(legal description):
a)Street(job)Address: t-1'55.6 At PI
2,General description of improvements: �p .0
3.Owner Information or Lessee information if the Lessee contracted for the improvement: I ,�B
a)Name and address: Lc Lvls m , {'�is(l►�Gg °—r�j3� Koi�olli Rl� � �t.t��l i_�� ,
b)Name and address of fee simple titleholder(if different than Owner listed above)
c)Interest in property: OW
4,Contractor Information
a)Name and address: Lipton Window and Door,2438 Merchant Ave,Odessa,FL.33556
b)Telephone No.: 727-372-2455 Fax No.:(optional)
5.Surety(if applicable,a copy of the payment bond is attached)
a)Name and address:
b)Telephone No.:
c)Amount of Bond: $
6,Lender
a)Name and address:
b)Telephone No.:
7.Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section
713.13(1)(a)7.,Florida Statutes:
a)Name and address:
b)Telephone No.: Fax No.:(optional)
8.a.ln addition to himself or herself,Owner designates of
to receive a copy of the Lienor's Notice as provided in Section 713,13(1)(b),Florida Statutes.
b)Phone Number of Person or entity designates by Owner:
9,Expiration date of notice of commencement(the expiration date may not be before the completion of construction and final payment to the
contractor,but will be 1 year from the date of recording unless a different date is specified): 120
f 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 I,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 i
ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT.
Under penalty of perjury, I declare that I have read Pe foregoing notice of commencement and that the facts stated therein are true to the best of my
knowl dge an elief.
( ignafure of Owner or Lessee,or Ow s or Lessee's(Authorized OfficerlDirectorlPartnerlManager) (Print Name and Provide Signatory's Title/Office)
The forego ipng in trument was ack//n��owledged before me this _ ( �j day of .tIm ,20 l-f
by W�r�R' S t'r��w��S as 1--,e ol (type of authority,e.g.officer,trustee,attorney in fact)
for as
n (Name Q�f/Pe_rspp ) (type of authority,...e.g:officer,trustee,attorney in fact)
for ►mil�tr/ t,) W;)�5 (name of party on behalf of whom instrument was executed).
Personally Known Produced ID ❑
Type of ID Notary Signature c
Print name 4f —�_ zT r 2A) / OZJC
JAME3 KEVIN HOWELL
MY COMMISSION#FF914360
' a ,�i• EXPIRES August 31,2019
(407)399-0153 FloridallotarySerim.com
o
• y STATE OF FLORIDA, COUNTY OF PASCO
o THIS IS TO'CERTIFY THAT THE FOREGOING IS
In God;ye7h., TRUE AND CORRECT COPY OF THE DOCUMENT
ON FILE OR OF PUBLIC RECORD IN THIS OFFICE
;4�'t!v
( WITNESS MY HAND AND OFFICIAL SEAL THIS
_DAY OF 2
1887
PAULA S. NEIL, CL RK&COMPTROLLER
BY_ DEPUTY CLERK.
October 1, 2017
LETTER OF AUTHORIZATION
I, Timothy Lipton, Florida State Qualifier for Lipton Window and Door, grant permission to
Permits Today LLC and its associates Deborah Lawson and Joel Lawson to submit permits and
licenses, pick up permits and licenses, make changes to permits, licenses and plans and initial
changes made by the building department on behalf of Lipton Window and Door.
I also grant permission to Permits Today LLC and its associates Deborah Lawson and Joel
Lawson to purchase permits and or/licenses with a company check, cash or a credit card.
This authorization is valid through September 30, 2018
I certify that th above information is true and correct.
r
Timothy Lipton
Florida State Qualifier
CBC1258461
Lipton Window and Door
County of 5W / /f
Sworn and subscribed to me this day of �p te"►-i�` 2017 by Timothy Lipton for
Lipton Window and Door and who is personally known to me or has produced a valid
Drivers License.
Notary Signature �/I� , ,s�"' : JAMEB KEVIN IiOWELL
Name (Print) MY COMMISSION 4 FF914360
EXPIRES August 31,2019
(407)'398.0163 Flo d olary8ervieaaom