HomeMy WebLinkAbout20-880 i B
City of Zephyrhills PERMIT' UMBER
Y? -. 5335 Eighth Street
Zephyrhills, FL 33542 BAR 00880-2020
< Phone: (813)780-0020 I
- Fax: (813)780-0021 ue Date: 10/21/2020
Permit Type: Add/Alter (Residential)
12 26 210020 01100 0441 139042 7Th Ave
Owner Infolrmatio4n Permit Information f Contractor Information
Name: ROBERT&LOLA MORRIS Permit Type:Add/Alter(Residential) Contractor:WEST SHORE HOME
Class of Work:Add/Alter Residential
Address: 39042 7Th Ave Building Valuation:$2,505.00
ZEPHYRHILLS,FL 33542 Electrical Valuation:$0.00
Phone: (813)782-0048 Mechanical Valuation:$0.00
Plumbing Valuation:$0.00 ( �/
Total Valuation:$2,505.00 1
Total Fees:$78.78 l I
Amount Paid:$78.78
Date Paid:10/21/2020 1:58:34PM
Project Description
REPLACE 2 WINDOWS S/S
�p ica'tio�F.ees .;
Building Plan Review Fee $26.26 Building Permit Fee $52.52
REINSPECTION FEES: (c)With respect to Reinspection fees will comply with Florida Statute 553.80(2)(c)the
local government shall impose a fee of four times the amount of the fee imposed for the initial inspection or
first reinspection,whichever is greater,for each subsequent reinspection.
Notice: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that
may be found in the public records of this county, and there may be additional permit required from other governmental
entities such as water management, state agencies or federal agencies.
"Warning to owner:Your failure to record a notice of commencement may result in your paying twice for
improvements to your property. If you intend to obtain financing, consult with your lender or an attorney
before recording your notice of commencement."
Complete Plans,Specifications add fee Must Accompany Application.All work shall be performed in
accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O.
NO OCCUPANCY BEFORE C.O.
CONTRACTOR SIGNATURE PE IT OFFICE
PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED
PROTECT CARD FROM WEATHER
i 813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021
Building Department
Date Received 405�81
— /
Phone Contact for Permitting
Ilaaaaass- aaaaa
Owners Name Lola&Robert Morris owner Phone Number 3-782-0048
Owners Address 39042 7th Ave Zephyrhills, 33542 Owner Phone Number
Fee Simple Titleholder Name I Owner Phone Number
Fee Simple Titleholder Address
JOB ADDRESS 1 39042 7th Ave Zephyrhills,33542 i LOT# r
SUBDIVISION M Yinglings Addition I PARCEL ID# 12-26-21-0020-0100-0441
(OBTAINED FROM PROPERTY TAX NOTICE)
WORK PROPOSED NEW CONSTR ADD/ALT = SIGN = = DEMOLISH
INSTALL e REPAIR
PROPOSED USE = SFR = COMM = OTHER
TYPE OF CONSTRUCTION = BLOCK = FRAME = STEEL
DESCRIPTION OF WORK remove and replace 2 non-impact windows-sz/sz-23505.4, 16026.1
BUILDING SIZE SQ FOOTAGE HEIGHT
=BUILDING $2505.00 VALUATION OF TOTAL CONSTRUCTION
=ELECTRICAL $ AMP SERVICE = PROGRESS ENERGY = W.R.E.C.
=PLUMBING fQ 0
=MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION
V
=GAS = ROOFING Q SPECIALTY = OTHER
FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO
BUILDER COMPANY
SIGNATURE /� /n� r REGISTERED Y/N FEE CURREN Y/N
Address y 6 �-•�.V� "i xt- License# I 19
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 Y/N
Address I License#
OTHER COMPANY
SIGNATURE REGISTERED Y/N FEE CURREN Y/N
Address License#
all ii falls i.Eiiaiiiiiiiiii.iiii[i_iiii,ii vast iaiii.i.ai_i_iiiii.1
RESIDENTIAL Attach(2)Plot Plans;(2)sets of Building Plans;(1)set of Energy Fortes;R-O-W Permit for new construction,
Minimum ten(10)working days after submittal date.Required onsite,Construction Plans,Stormwater Plans w/Silt Fence installed,
Sanitary Facilities&1 dumpster;Site Work Permit for 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 onsile,Construction Plans,Stor mwater Plans w/Silt Fence installed,
Sanitary Facilities&1 dumpster.Site Work Permit for all new projects.All commercial requirements must meet compliance
SIGN PERMIT Attach(2)sets of Engineered Plans.
—PROPERTY SURVEY required for all NEW construction.
Directions:
Fill out application completely.
Owner&Contractor sign back of application,notarized
If over$2500,a Notice of Commencement is required.(A/C upgrades over$7500)
Agent(for the contractor)or Power of Attorney(for the owner)would be someone with notarized letter from owner authorizing same
OVER THE COUNTER PERMITTING (copy of contract required)
Reroofs if shingles Sewers Service Upgrades A/C Fences(Plot/Survey/Footage)
Driveways-Not over Counter if on public roadways..needs ROW
813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021
r
Building Department
NOTICE OF DEED RESTRICTIONS:The undersigned understands that this permit may be subject to"deed"restrictions"which may be more restrictive
than County regulations.The undersigned assumes responsibility for compliance with any applicable deed restrictions.
UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES:If the owner has hired a contractor or contractors to undertake work,they
may be required to be licensed in accordance with state and local regulations.If the contractor is not licensed as required by law,both the owner and
contractor may be cited for a misdemeanor violation under state law.If the owner or intended contractor are uncertain as to what licensing requirements
may apply for the intended work,they are advised to contact the Pasco County Building Inspection Division—Licensing Section at 727-847-8009.
Furthermore,if the owner has hired a contractor or contractors,he is advised to have the contractor(s)sign portions of the"contractor Block"of this
application for which they will be responsible.If you,as the owner sign as the contractor,that may be an indication that he is not property 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,WateNWastewater 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 I FNDER_ORAN ATTORNEY BEFQRE RECOR ME CEMENT.
FLORIDA JURAT(F.S.117.03) eq�4
OWNER OR AGENT COTW —NotaryPublic
Subscribed and sworn to(or affirmed)before me this thi
by
Who istare personally known to me or has/have produced produceas identification. tification.
Notary Publicblic
Commission No. Commission No.
Name of Notary typed,printed or stamped Na or s ampe
:�1;s�►¢��,, ERNEST J.OROZCO
*, ,Commission#GG 050066
Expires November 27,2020
Bondad Thru Troy fain Inauranoe 100 3651019
INSTR#2020161881 OR BK 10186 PG 1763 Page 1 of 1
09/30/2020 09:48 AM Rcpt:2209517 Rec:10.00 DS:0.00 IT:0.00
Nikki AlvarezSowles,Esq.,Pasco County Clerk&Comptroller
NOTICE OF COMMENCEMENT
Permit No.
Property Identification No.12-26-21-0020-01100-0441
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 ofproperty(legal description:)M YINGLINGS ADDITION PB 2 PG 16 THE EAST 55.25 FT OF LOT 44 BLOCK 11 OR 9063 PG 1894
a) Street Address:39042 7TH AVENUE,ZEPHYRHILLS,FL 33542
2. General description of improvements Remove and Replace Windows andior Door
3. Owner Information
a) Name and address:MORRIS ROBERT 8:LOLA 39042 7TH AVE ZEPHYRHILLS,FL 33542-4537
b) Name and address of fee simple titleholder(if other than owner)
c) Interest in property Owner
4. Contractor Information
a) Name and address:West Shore Home 9843 18th Street North St.Petersburg,FI 33716
b) Telephone No.:727 205 1957 Fax No.(Opt.)
5. Surety Information
a) Name and address:
b) AmountofBond:
c) Telephone No.: Fax No.(Opt)
6. Lender
a) Name and address:
7. Identity ofperson 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.)
8. 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 COMMENCEMENT.
STATE OF FLORIDA }� ACOUNFFY
OF PASCO /(.Signature OF Owner or cIs O .,DD rec 1.IV.armer.Manager
k '.m/a JI)t-riS
lyry�PrintName �fn q� /
The o;go ing instrument was acknowledged before me this�✓day of "t" 20�by lip v
Clr r 4 S as /yi✓✓ P1' (type of authority,e.g.officer,trustee,attorney in fact)for
(name of party on behalf of whom in twment was executed).
Personally Kno Am_OR Produced Identification�/l Notary Signature
Type of Identification Produced ��J Name(print) .A' t�it/N'"t/•"'` G i
Verification pursuant to Section 92.525,Florida Statutes.Under penalties of!puryrId I that I have read the foregoing and that the facts stated
in it are true to the best of my knowledge and belief. --(`Z"4"C l /1`�
FOMISNOC—d:OUC /3,2" ,bl-
Sigoalwe of Naz,nal Person Signing A
PAULCHRULSKI
Commission#GG 951904
ao`Expires January28,2024
'?:gorrw•• Banded Tt TmyFileinsurance80038ad09
9/25/2020' Pasco County Property Appraiser
Generalized Building Schematic
o FSAGI, 3
1�
16 -
ALL WORK HALL COMPLY WITH PREVAILIN 3
ODES FLORIDA BUILDING CODE,
NATIONAL ELECTRIC CODE,
AND THE G1 e Y OF ZEPHYRFIILLS
ORDINANCES
28 BAS01 OCT 1 9 2
REVIEW ®ATE
CITY OF ZEPH1YPMIL.
PLAN EXAMINER
�V`\'
360 Y-60 �
15
u
EOPG�
search.pascopa.com/sketch.aspx?pid=274004&bid=274004 1/2
7/9/2020 Florida Building Code Online
I 4_
• m ' i P e • P g
BCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge I Stats&Facts I Publications I Contact Us I BCIs Site Map,I Links I •Search
Flolida
* Product Approval _
--.
- r imb
USER:Public User
8fl[�S4YlY� �r
Product Approval Menu>Product or Application Search>epplication List>Application Detail
• FL# FL23505-R2
Application Type Revision
Code Version 2017
Application Status Approved 23505.4
Comments
Archived El
Product Manufacturer Soft-Lite LLC
Address/Phone/Email 10250 Philipp Parkway
Streetsboro,OH 44241
(330)528-1136
PLangan@soft-lite.com
Authorized Signature Vivian Wright
rickw@rwbldgconsultants.com
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category Windows
Subcategory Single Hung
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
O Evaluation Report-Hardcopy Received
Florida Engineer or Architect Name who developed the Lyndon F.Schmidt,P.E.
Evaluation Report
Florida License PE-43409
Quality Assurance Entity National Accreditation and Management Institute
Quality Assurance Contract Expiration Date 12/31/2020
Validated By Ryan J. King,P.E.
El Validation Checklist-Hardcopy Received
Certificate of Independence FL23505 R2 COI (c)Certificate of Independence.pdf
Referenced Standard and Year(of Standard) Standard Year
AAMA/WDMA/CSA101/I.S.2/A440 2011
ASTM E1886 2005
ASTM E1996 2009
TAS 201,202,203 1994
Equivalence of Product Standards
Certified By
Sections from the Code
https://www.floridabuilding.org/pr/pr app_dti.aspx?param=wGEVXQwtDgtnDFSInZKXOtxgJIZ%2fXAgyheyo9iXmp6NGpOTebnULdQ%3d%3d 1/3
7/9/2020 Florida Building Code Online
Product Approval Method Method 1 Option D
Date Submitted 11/21/2018
Date Validated 12/12/2018
Date Pending FBC Approval 12/19/2018
Date Approved 02/19/2019
Summary of Products
FL# Model,Number or Flame Description
23505.1 a.Series"Barcelona"Model"SH30PI" Extruded PVC Single Hung"Impact"Window,Missile Level "C"-
(O/X Configuration)
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL23505 R2 II (b) Inst 23505.1.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 23505.1 for Design Pressure Ratings,any FL23505 R2 AE (2) Eval 23505.1.pdf
additional use limitations,installation instructions and product Created by Independent Third Party:Yes
particulars.
23505.2 b.Series"Barcelona"Model"SH30PI" Extruded PVC Single Hung"Impact"Window,Missile Level"D"-
(O/X Configuration)
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL23505 R2 II (b)Inst 23505.2.1df
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 23505.2 for Design Pressure Ratings,any FL23505 R2 AE (b) Eval 23505.2.pdf
additional use limitations,installation instructions and product Created by Independent Third Party:Yes
particulars.
23505.3 c.Series"Barcelona"Model"SH30PI" Extruded PVC Single Hung"Impact"Window,High Velocity
Hurricane Zone-(O/X Configuration)
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL23505 R2 II (b) Inst 23505.3.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 23505.3 for Design Pressure Ratings,any FL23505 R2 AE (b)_Eval 23505.3.pdf
additional use limitations,installation instructions and product Created by Independent Third Party:Yes
particulars.
235b5A d.Series"Barcelona"Model "SH30P" Extruded PVC Single Hung"Non-Impact"Window-(O/X
Configuration)
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL23505 R2 II (a)Inst 23505.4.pdf
Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt, P.E.43409
Impact Resistant:No Created by Independent Third Party: Yes
Design Pressure:N/A Evaluation Reports
Other:See INST 23505.4 for Design Pressure Ratings,any FL23505 R2 AE (a) Eval 23505.4.pdf
additional use limitations,installation instructions and product Created by Independent Third Party: Yes
particulars.
23505.5 e.Series"Barcelona"Model "SH30PI" Extruded PVC"Radius"Single Hung "Impact"Window,Missile
Level"C"-(O/X Configuration)
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL23505 R2 II (a)Inst 23505.5.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 23505.5 for Design Pressure Ratings,any FL23505 R2 AE (a)Eval 23505.5.pdf
additional use limitations,installation instructions and product Created by Independent Third Party:Yes
particulars.
23505.6 f.Series"Barcelona"Model"SH30PI" Extruded PVC"Radius"Single Hung"Impact"Window,Missile
Level"D"-(O/X Configuration)
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL23505 R2 II (a)_Inst 23505.6.pd
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 23505.6 for Design Pressure Ratings,any FL23505 R2 AE (A)Eva[ 33505.6.pdf
Created by Independent Third Party:Yes
https://www.floridabuilding.org/pr/pr app_ fi.aspx?param=wGEVXQwtDgtnDFSlnZKXOtxgJIZ%2fXAgyheyo9iXmp6NGpOTebnULdQ%3d%3d 2/3
- oft.-Lite
=_; 9
Z 4��y� :.N y
irldo TAT s SEE CHART FOR ��:. Z
AM
FRE SIZES ��''••. ..' ``��� o m m
Bringing quality to tight. �{ '�, * �.�
Ana, r ��
10250 Philipp Parkway � �N m z°
Streetsboro,Ohio 44241 v v o X i.4
o a
"BARCELON�4'° "n s m
i aNr mda�
E o
Model "SH30P" z
cis
a 3�1d
SINGLE HUNG WINDOW
/ A
NON-IMPAcr'
LL
GENERAL NOTES
1. This product has been evaluated and is in compliance with the 6th Edition(2017)Florida a a
Building Code(FBC)structural requirements excluding the"High Velocity Hurricane
Zone"(HVHZ). / m
2. Product anchors shall be as rated and spaced as shown on details.Anchor embedment
to base material shall be beyond wall dressing or stucco.
0
3. When used in areas requiring wind bome debris protection,this product is required to be V)
protected with an impact resistant covering that compries with FBC Sections 1609.1.2& ei o
R301.2.1.2. rn
4. For 2x stud framing construction,anchoring of these units shall be the some as that �
shown for 2x buck masonry construction.
_ w
__'_MAX._' `.: MAX.=__` "= '.DESIGN RRESSURE(PS ¢ i 5. Site conditions that deviate from the details of this drawing require further GtrgSS .- _
en ineerin ano s b a licensed engineer or registered architect. -. FR/CME `_ D.
9 9 Y td 9 _ DIMENSION'__ :__DIMENSION-._' TYPE_ POSITIVE; ,NEGATIVE w
- z
=¢
TABLE OF CONTENTS 32.0"X 84.0" 25.62"x 37.00" G1 +45.0 -45.0 b m
s SHEETB DESCRIPTION z
lu
1 Typical elevations,design pressures and general notes 40.0"X 96.0" 33.62"x 43.00" G1 +30.0 -30.0 DAm- 9126117 °z
5 2 Horizontal cross sections ii
3 Vertical cross sections 40.0"X 63Z 33.62"x 26.50" G1 +55.0 -55.0 scA� N.T.S.
4 Buck and frame anchoring M.BY. JK m
5 Components cxs.ev: LFS 3
6 Bill of materials and glaring detail 54.0°X 76.0" 47 S'x 33.00" GI +45.0 -45.0 Dw,wum No:
FL-23505.4 0
n
sx fr 1 of 6 N
6
a
R:\Olents\Soft-Ute Pe nanent\A-Fiodda Pmduct Approvals\FL-23505 Single Hung\C-Drawings\FL 23505(2017)R0\FL-23505A.dwg,2.1
r
(p�p QN z
(1 Cl m
N..a to� vc
x �z ERB$
00
�C)
rwn 8 m C)
w is
+`E w N
V
W •, Cu w
0 �\F m
Ca
C7 =
� rn
z AA
W Z
�° o
m � a
10 u my
r17
CM7
�
2 55� >
=m w147
— 7 N
N
FR V
Y N A
M . N0.434109 '7k'
'� g $ PRODUCT: CDCtimanb Pnepomd 9y:.,, 2
'r1 SOFT-CITE WINDOWS Lyndon F. Schmidt
I .°1. E? co P.E. No. 43409 ��/��•/p�A�.�',��`*
IN na z \ ��1lI1f111t1�
Oy m PART OR ASSEMBLY: G� BUILDING CONSULTANTS. INC.
`� to (A v t 8 ti T8 ADDED FRAME SIZES JK HORIZONTAL t!tr P.O. Box 230,VaiNeo. FL 33595
I NO DATE BY CROSS NTAONS Phone No.: 813.659.9197
REVISIONS FBPE C.A. No. 9813
0ZO77 R.W.BUILDING U—SU TANtS INC.
R:\Clients\Soft-Ute Permanent\A-Florida Product Approvals\FL-23505 Single Hung\C-Drawings\FL 23505(2017)R0\FL-23505.4.dwg,4.1
1-1/4'"MIN.
EMB.(TYP.)
I0 m m
•o n
w�
®oC3 v
0
p.
n
OOP
m
1-114"MIN. Z
EMB.(TYP.)
M N
wN
T
0
s
on ,
;a
3y
o t" 1-114"MIN.
Q EMB.(TYP.)
o
Z — IA m M
N W W n
ce
i e'•' O T 0
T
z o N
c�
N
m .a
W a
N .o
v •o .o
�n
o1- l
m
o° C= CD
7 H
m W
N
,scHiy
%
a "� �
1-U4"MIN. .� / No.43409
a T PRODUCT.• Documents Prepared%n
r z 1^ SOFT-LfTE WINDOWS Lyndon F. Schmrdt ���.p'•t} ?��'
IW Z P.E. No. 43409 ��/ - NA";;d��
+Di p t y PART OR ASSEMBLY: BUILDING CONSULTANTS, INC.
h ut x tq 1 6 1l 18 ADDED FRAME SIZES MBY
i P.O. Bo# 230, Velrlco, FL 33595
`I NO DATE CROSSRT1 C IONS Phone No.: 813.659.9197
REVISIONS MPE CA No. 9813
C 2D17 R.W.BUILDING DDNHDL 4t.INa.
.%%"t%J1111ill
FOR WIDTHS GREATER THAN 4X '��j'►
o
4 Q_zPV
ro
'' %•... - /err r�� �� z CSm o
U N 2
\ v G X
p 2X BUCVG
N e E o o m °c m
Tom• SASH 1XBUCa04 aTX BUCK DIRECT TZ
MASONR E o`
BUCK v FRAME—" HEAD&JAMBS
(TYP.) a
MEETING
RAIL �
f
MASONRY o z
~ MASONRY OPENING _ z w
5 OPENING SASH �+ m
IX
i� o" x
.. �• i or al a m
Ic
5 -
E
BUCKANCHORING FRAMEANCHORING
U ffJJ��
V z
Z
N 0
m y N
CONCRETE ANCHOR NOTES:
1.Concrete anchor locations at the comers may be adjusted to maintain the min.
edge distance to mortarjoints.
2.'Concrete anchor locations noted as"MAX.ON CENTER"must be adjusted to 0
maintain the min.edge distance to mortar joints,additional concrete anchors ¢ z
may be required to ensure the'MAX.ON CENTER"dimension are not exceeded. m
g 3.Concrete anchor table: '�' z
...............................
.............•.
^ 5
a
I ..CC RANCE
0
:::........................ .. . MIIV;:;CREAkA:N�E:i;M.N�::.:.._EA;..:..:.:.....:
AMGHOR>:::ANCHti7i;:;:;.............MIN;i i...
'.:aiQ:MASENRY::.::::::::::.LO ADJACENT:;`y. i
z ;i:;ii1YP.E f:::€:irySIIE' ::?:;;E6EbMEN;;;';:;:;::>:;>: :.....;;;•:,..>:.::.::.:.....:.:.:::::::..
..... ..:............... ...;;::::..:...,::..:.;::. EDGEa;c;s:ae:-:::::•:,:AtdCf(tJR:.:t:;;a ^z
....... ........:........
ITW
DAB: 9126117 2TAPCON® Ile 1-11/4" 2" 4" sr in o
N.T.S. _
ELCO DM.BY. JK m'
ULTRACON® 4' _
WOOD SCREW INSTALLATION NOTES: Dwanac No.:LFS 3
rc
I.Maintain a minimum 518"edge distance,I"end distance,&I"o.c.spacing of FL-23505.4 c
wood screws to prevent the splitting of wood. BHrsr 4 or 6 01
a
R:\OlentASoft-Lfte Pennanent�A-Florida Product Approvals%rL-2350S Single Hung\C-Drdwings\FL 23505(2017)RO1,FL-23505.4.dwg,6.1
�
EQ
Lc=3
c
IV
m c
A
N -
a
1.-0
Q
E°z
0.95' -
T I
nU1
m 5 b U1 R o
*Ti a �e
n
FRI
O
0.86" A 0.27"
T O
O O
A 0.09"
T
�L
0.41" c
b -•
O �
•o Q R l�
0.39" 0.05'iq
z o F-
p 0.09'. o
o �%%0*:SCFIM�O
f NO.43419
$ PRODUCT: Dooumente Pnporod By:
SOFT-CITE WINDOWS Lyndon F. Schmidt •�LOR�CI
Ifn t 7 z P.E No. 43409 /n.:AL \\�
W 2 tJ '�flf1111111\\\\
-t Q1 PART OR ASSEMBLY: BUILDING CONSULTANTS. INC.
,cLn �1 z (A 1 6 11 iB ADDED FRAME SIZES JJK COMPONENTS 'VfP.O. Box 430. VDirieo. FL 33595� •i" v NO DATE Phone No.: 813.859.9197
REVISIONS F13PE C.A. No. 9813
0 2017 R.W.BUILDING DDNGUL-Nt9 IND.
to
ll
BILL OF MATERIALS ���`�10
1
",1* "','''�i�i
HMOMATERUSI : '�•.''•'•••• 1�
A IX BUCK SG>=0.42 WOOD �_ •° rz"�'
B 2X BUCK SG>=0.42 WOOD =V. * �•z— �'^�
tD; e
C 1/44'MAX.SHIM SPACE -. �V,;. Z
D 1/4"X 23/4"PFH ELCO OR ITW CONCRETE SCREW STEEL •.,, •��� o m m
MASONRY-3,000 PSI MIN.CONCRETE CONFORMING TO ACI O� `
E CONCRETE m
301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 �i����l „ f1 ��� U al
C ,Z
F #8 X 2"TRUSS HEAD SMS(13/8"MIN.EMBEDMENT) STEEL
o
G 1/4"X 2-3/4'HWH ELCO OR ITW CONCRETE SCREW STEEL } E z_m o chi
H 1/4'X 2-1/4'HWH ELCO OR ITW CONCRETE SCREW STEEL ` N K o a 9 o`a
1 FRAME' PVC 'm a s
2 PW COVER* PVC a c 6
3 WEEP HOLE COVER' PVC $
4 SILL ADAPTER' PVC o 3`a
6 KEEPER RAIL' PVC
7 LOCK RAIL" PVC
8 PLAIN STILE* PVC -�
9 GLAZING BEAD' PVC 51W GLASS BITE 1 7/8"THICK o �
10 BOTTOM LIFT RAIL* PVC 1/8"ANNEALED zQn
s 11 REINFORCEMENT(6065-T5 ALUM) ALUM. 3 ?
12 REINFORCEMENT(6065-T5 ALUM) ALUM. N 40�
13 REINFORCEMENT(6065 T5 ALUM) ALUM. Q
20 LOCK
& 21 LOCK KEEPER _ AIRSPACE ?I� o m
S 25 TILT LATCH a
26 #8 X I"PFH TEK STEEL po
27 #6 X 1"PFH TEK STEEL 1/8 ANNEALED rm
28 WEATHERSTRIP(187-270TRI-HN) - 1/2"WIDE DOUBLE SIDED
30 BULB SEAL GLAZING TAPE
0 31 PIVOT BAR STEEL GIAZING DETAIL
32 #7 X 3/4"PFH TEK STEEL G� STEEL INTERCEPT SPACER
33 BALANCER BRACKET z
= z
•THE APPROVED WHITE RIGID PVC EXTERIOR EXTRUSIONS FOR WINDOWS ARE TO BE PRODUCED BY y
EXTRUDERS LICENSEES IN"AAMA CERTIFICATIONS PROGRAMS FOR RIGID PVC EXTRUSIONS".
o
z
co m
_w _
m
z
1 Z o
s
OAT@ 9126117 z
SCALE N.T.S. °
5
M.BY. JK m
CHK.BY: LFS 3
ORAININ0 NO.: a
FL-23505.4 0
DSHEET B OF B N
c
7/812020 Florida Building Cade Online
i ♦ n B B B B -
BCIS Home I Log In user Registration Hot Topics Submit Surcharge Stabs&Facts I Publications I Contact US I BCIS Site Map}I Links 'Search
Florida
w '9, product Approval
� USER:Public User
a= r
=P
Product Approval Menu>Product.or Apoticatlon Search>Application list>Application Detail
FL# FL16026-R2
Application Type Revision
Code Version 2017 16026.1
Application Status Approved
Comments
Archived
Product Manufacturer Soft-Lite LLC
Address/Phone/Email 10250 Philipp Parkway
Streetsboro,OH 44241
(330)528-1136
PLangan@soft-lite.com
Authorized Signature Vivian Wright
rickw@rwbidgconsultants.com
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category Windows
Subcategory Mullions
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
0 Evaluation Report-Hardcopy Received
Florida Engineer or Architect Name who developed the Lyndon F.Schmidt,P.E.
Evaluation Report
Florida License PE-43409
Quality Assurance Entity Farabaugh Engineering and Testing,Inc
Quality Assurance Contract Expiration Date 12/31/2020
Validated By Ryan J.King,P.E.
U Validation Checklist-Hardcopy Received
Certificate of Independence EL16026 R2 COI (a)Certificate of Indel2endence,gdf
Referenced Standard and Year(of Standard) Standard Year
TAS 201,202,203 1994
Equivalence of Product Standards
Certified By
Sections from the Code
Product Approval Method Method 1 Option D,
https:/ANww.floridabuilding.org/pr/pr app_dti.aspx?param=wGEVXQwtDgtFPmdYiNDWr65rLx4klYK7stid4ulcguPeuW7M5wb6rg%3d%3d 1/2
7/8/2020 Florida Building Code Online
Date Submitted 07/20/2017
Date Validated 07/31/2017
Date Pending FBC Approval 06/04/2017
Date Approved 10/10/2017
Summary of Products
FL# Model,Number or Name Description
16026.1; a.Series 19044 Structural Beam Extruded Aluminum Clipped Mullion for use with impact and
Mullion non-impact window products in Masonry or Wood Openings
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL16026 R2 II (b) Inst 16026.1.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 16026.1 for Design Pressure Ratings,any FL16026 R2 AE (b) Eva] 66026.1.Qd
additional use limitations,installation instructions and product Created by Independent Third Party:Yes
particulars.
16026.2 b.Series 19044 Structural Beam Extruded Aluminum Clipped Mullion for use with impact and
Mullion non-impact window products in Masonry or Wood Openings
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL16026 R2 II (b)Inst 16026.2.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 16026.2 for Design Pressure Ratings,any FL16026 R2 AE (b) Eval 16026.2.pdf
additional use limitations, installation instructions and product Created by Independent Third Party:Yes
particulars.
F13..kl 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:
'�' ER e0heck
Credit Card
Safe
https://www.floridabuilding.org/pr/pr app_dti.aspx?param=wGEVXQwtDgtFPmdYiNDWr65rLx4klYK7stid4ulcguPeuW7M6Wb6rg%3d%3d 2/2
%
W MAX.OVERALL FRAME WIDTH(TWIN) 4,rj 0
I"MULLION
67'MAX.SINGLE 62'MAY.SINGLE 0—-
UNITFRAME WIDTH UNIT FRAME WIDTH
..........
:)
Bringing quality to light. 11, Z 0 CO
on Z
10250 PhTPP Parkway 0 N;4
Streetsboro,Olio 44241 0 -Z
Z 0
CW
6 OIL
In
Z.
E
19044 ALUMINUM MULLION 09 Ak-
51 oft-Lite
........ .
%
4
16 GENERAL NOTES
1. 2
L -
This product has been evaluated and is In compliance With the Sth Edition(2017)Florida Z
M WO
Building Code(FBC)structural requirements,excluding the'High Velocity Hurricane Zone".
2. When used in areas requiring Wind bome debris protection,this product(ff mulled together writh SASH NOT
Impact rated Windows)does not require protection from an impact resistant covering when SHOWN MULLED TWIN WINDOW UNITS SHOWN
used in Wind Zones 1,2 and 3 as defined by ASTM E 1996 and FBC Sections 1609.122& FOR CLARITY
R301.2.1.2.1. (Multiples also approved)
3. In Wind Zone 4,as defined by ASTM E 1996 and FBC Sections 1609.1.2.2&R301 2.1-2.1,this 7-7-7 EE
product must be protected with an impact resistant covering complying with FBC Sections (Pse.—
f
MAX 2".T—N
1609.1.2&R301.2.1.2.
Z!z
- ` - 52 V)
4. Wood bucks by the.,must be anchored property to transfer loads to the structure and be 3W. 40'-4f 4C 4e,
reviewed by the Building Official. 34
50 48 46 44 42 40 39 38 37 36 35 1 35 34 0)
A 5. Separate product approvals for each glazing product used with these mullions must be Z 88°. 52 50 48 46 " 42 41 40 39 38 37 36 36 35
submitted along with this mullion product approval.The design pressure rating of the assembly
W-, -, 65 53 50 48 46 46 43 42 41 40 39 38 37 37
shall be the lesser of the load capacity of the mullion as specified using this approval or the
58 55 53 51 49 47 45 44 43 42 41 40 39 39
W
design pressure rating of the Individual glazing products used. , a.Q. d
62 59 56 54 52 51 1 49 48 46 45 44 43 42 42 1
hown ��-7
< 6. Anchoring of each glazing product to the mullion shall be as shown In this drawing or as shown air 65 62 59. 57 55. 54 52 51 49. 1 48- 1 47 46 46- 45
9 In each Individual glazing product approval,whichever is more stringent.
76 69 66 63 61 59 57 55 54 52 1 51 50 50 49 48
:E 0
7V 73 70 67 65 63 61 $9 58 56 55 54 53 52 52
.27. Mullion anchor embedment to base material shall be beyond wall dressing or stucco.
57 56 56 —101,61
8. Any conditions not covered in this evaluation are svbject to separate engineering evaluation. 71 69 67 65 63 62 60 59 58 12
75 75 -
70 68 66 65 63 62 6.2 61 60 N-T-s-
75 75 75 74 72 JK M
TABLEOFC01,111M
7ar 75 75 75 1 75 75 75 1 73 71 70 0 67 66 65465
—iH—EEr# DESCRIPTION --1 74 74 1 73 -712" 0!
75 75 75 75 =—T5 75 75 1 75 71 7A
1 Typical elevations,design pressures&geneml notes
details&cross sections 5 5 75 75 75 75 75 79 75
75 7
LL
Shown with Soft-Lite �`��C; ••�J'�.
fixed casement frame under
#10X5/8''PPHSMS
separate approval- 1J __• p;j
(4 each bracket)
o m
Y 2 Cy t o n
1.436" I �_ 0.125' ® ,''�III t•1111 �%` o n m i
GS II�� c> WAN a U N o
0.72Z' p� ; Ern Z mz-i
0.472" \, N a N a 0.125- .a:IL
E oz
1n 9 ,
HORIZONTAL CROSS SECTION :
c; rI+ 2 �anchorclip
MUWON 19044 (4)Mullion Bracket anchors z
6063-TS ALUM. required into substrate 3i y
(See ANCHOR SCHEDULE) J o
3 h- F�275" Refer to separate window approval for quantity,location ¢1=
N 5.5 &sae of anchors required to fasten window frame to mullion. ) } o
At a minimum,use#10 PPH Self-doing SMS located 6"from Z
ANIA
CHOR BRACBkT(18102) each end and spaced 16'max.o.c. (a min.of 3 threads W om
F ` 60Zia
63-T5 ALUM. must protrude through the mulfion face).
m o o C'
o
g a a
$ ��❑ ❑� m
Note: o= o WINDOW UNIT NOT
o MULLION(19044) I I SHOWN FOR CLARITY iz
iz N
2 HORIZONTAL CROSS SECTION w o
#10 X 5/8"PPH SMS 2 }hroug T mu ion
® N ANCHOR BRACKET 118102) `n
ti
00
NORSCHEDUE -T --- a a 6_ MUNION ANCHOR B—ACKETANC z
u� 'SUBSTRATE- '-ANCHOR--__ EMBEDMEM-"--' EDGE PLSTANCE CE R-TO-CENIFR
•$ f _ ,__- --..-. - - - .. SPACING N rn Q F
/
WOOD #12 PFH WOOD SCREW
.. 1-1/2"MIN. 1"MIN. 1-112'MI14. i
SUBSTRATE (4)Anchors required into substrate 1/4"DIA PFH N^z oD
® (See ANCHOR SCHEDULE) CONCREIE BWBtnLDExTAFCON® I-1/4"MIN. 2-1/2"MIN, 13f4•MN. Dam:10/16112 °z
�'r" sCe1F• N.T.S. D
3 ANCHOR BRACKETDETAIL ® s
€ 12-14 HWH HILP KWIK-FLEX AA9N,oFBTxI>Enos Dwc.sr: JK m
#lOX5/8"PPHSMS 2 STEEL SELF-DRRLNGSCREW SHALLPROTRUDETHROUGH I"MIN. 1-1/2MIN
n _ THESTERSDBSMTE CHK BY: LFS 3
(2 EACH FACE) �� DRAM NO.: D:
x WOOD FRAMING(S.G.>=0.55) w
BRACKET TO-MULLION DETAIL CONCRETE CONFORMING TO ACI 301(3,000 PSI MIN.)OR HOLLOW BLOCK CONFORMING TO ASTM C90 FL-16026.1
STEELCONFORMINGTOASTMA653,16GA.,0.060'MIN.THICKNESS(Fy=33.000 PSI,W=45,ODOPSI) sHEEr 2 OF 2 N
TJ
f.
2