HomeMy WebLinkAbout23-709007090-2023
ate: 10/2312023
Total Fees: $69,41
Amount Paid: $69.41
Date Paid: 10/23/2023 9:22:06AM
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.
r 11 111111 l
Ill 1 � � 111rilill 11111Il"
2313���
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.
or,Tk S � �AR E PEfAIT OFFICEU
PPT�IRES 1 6 MONTHS WITHOUT APPROVED INSPECTION
813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021
Building Department
Date Received �HarofdTrust
rmitting 8 6 3 2 0 7 4 -9 0 0
tmssttte fesa
Owner's Name Sarah Jane ThomasOwner Phone Number 8133650661
Owner's Address 139015 Manor Dr., Zephyrhills, FL 33542 Owner Phone Number-----�
Fee Simple Titleholder Name Owner Phone Number
Fee Simple Titleholder Address
JOB ADDRESS 39015 Manor Dr., Zephyrhills, FL 33542 LOT#
SUBDIVISION PARCEL to# 1 12-26-21-0050-00000-0020
(OBTAINED FROM PROPERTY TAX NOTICE)
WORK PROPOSED e NEW CONSTR 8 ADD/ALT SIGN DEMOLISH
INSTALL REPAIR
PROPOSED USE SFR Q COMM OTHER
TYPE OF CONSTRUCTION BLOCK FRAME 0 STEEL
DESCRIPTION OF WORK Remove and replace 10 windows size for size
BUILDING SIZE 1500 SQ FOOTAGE 932 HEIGHT
a� t � cs€ace s ErtEtmAL)kWXXXXc€ x v atkxxa,
®BUILDING $5,881.45 1 VALUATION OF TOTAL CONSTRUCTION
=ELECTRICAL �� AMP SERVICE PROGRESS ENERGY = W.R.E.C.
PLUMBING 1$�
=MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION
=GAS ROOFING SPECIALTY = OTHER
FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO
BUILDER ' COMPANY Droulllard Construction Company DBA DCC Builders
SIGNATURE r p1` REGISTERED Y / N FEE CURREN I Y / N
Address 209 E. Bridgers Ave, Auburndale, FL 33823 JLicense # [ CC1333399 #CGC1527443
ELECTRICIAN COMPANY
SIGNATURE REGISTERED Y / N FEE CURREN I Y / N
Address License #
PLUMBER
MPANY E
SIGNATURE --� R ®IISTTERED YIN FEE CURREN
Address License # I
MECHANICAL [v® COMPANY
SIGNATURE REGISTERED Y / N FEE CURREN Y / N
Address License #
OTHER COMPANY SIGNATURE REGISTERED REGISTERED Y / N FEE CURREN Y / N
Address License #
s1a�liBkta �ftit3iEitg T1tldtIIOS#fi! t�50Sffi�## f �5#fltti! t3�t=
RESIDENTIAL Attach (2) Plot Plans; (2) sets of Building Plans; (1) set of Energy Forms; R-O-W Permit for new construction,
Minimum ten (10) working days after submittal date. Required onsite, Construction Plans, Stonnwater Plans w/ Sift 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. (AIC 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)
Remote 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 Zephymills Permit Application Fax-813-780-0021
Building Department
NOTICE OF DEED RESTRICTIONS: The undersigned understands that this permit may be subject to "deed" restrictions" which may be more restrictive
than County regulations. The undersigned assumes responsibility for compliance with any applicable deed restrictions.
UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES: If the owner has hired a contractor or contractors to undertake work, they
may be required to be licensed in accordance with state and local regulations. If the contractor is not licensed as required by law, both the owner and
contractor may be cited for a misdemeanor violation under state law. If the owner or intended contractor are uncertain as to what licensing requirements
may apply for the intended work, they are advised to contact the Pasco County Building Inspection Division —Licensing Section at 727-847- 8009.
Furthermore, if the owner has hired a contractor or contractors, he is advised to have the contractor(s) sign portions of the "contractor Block" of this
application for which they will be responsible. If you, as the owner sign as the contractor, that may be an indication that he is not properly licensed and is
not entitled to permitting privileges in Pasco County.
TRANSPORTATION IMPACTIUTILITIES 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 1, 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, WaterMastewater 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.
OWNER OR AGENT
Subscribed and sworn to (or affirmed) before me this
by
Who —is/are personally known to me or has/have produced
as identification.
Public
Commission
Name of Notary typed, printed or stamped
T 1:40111111111111 EVA il��
CONTRACTOR
Subscribed and sworn to (a( affirmed) before �j this /014CIZ3
bv QjALW 0 U, i C,
WTrre personally known t9 me orlhab/have produced
1 as identification.
Notary Public State of Florf
CdA Jest IM Oakley
1111= My CoffmilliluillOn HH 38467
Expires 4/9/2027
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iNSTR#2023180548OR BK 10899 PG J/.t)Z P,190 1 Of 1
10/11,12023 W33 AM Rcpt: 2633098 Rec 10.00 (OS- 0 00 IT 0 00
Nikki Alvarez-Sowles, Esq., Pasco County Clerk & Comptroller
Parviol 10 NO 12-26-21-0050-00000-0020
NOTICE OF COMMENCEMENT Pasco
hnloJ�Orb V60 tift m8ft W bottom Mal pmbny, Was in Weardaned oh Chapin r 113, Radds St
, '%* I W - - 06' i
the folloilving Information fit PmvW*d In INS NO*O Of CQmmofwwT 1: SF 12-26-21-701li
0.044PWP of ppWW: Perot j4erdff�,-fvton No,
I i i �542
.b.t.r.s.19015 Manor 11.-51 1 "
I !,I new size for size
2 Genterat Description of "poiemom Re Is 10 windowliss 1 w ith
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triterest in PMP": --
Name Of Fee Seattle TMOWOOV
Ad0roliv
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S --'07— Brit 2010
No.:
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City state
Address
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Amount Of 80114� $
6, Lander,
Name
State
Addobas
Loridel's Telephone, N()�'
'Vdi', ea ar O)w do-."t. may t. .aarvw<t us provided by
7, pream, ,joyo the state of Ron" dasion4l0d OY the VWW VPQo
Soction 713,13tIKOX7), Fladda6adules:
Address city
Tolasheiv Number Of NOVAted Peowl
Of
I, addoson to oynsetf, the *WWI bovons1#4
10 r9obive a copy of ind Uowr$ NnIcs as proysiod in Sociton 713,13(i)(b), Florida SIOM014.
Toloptione, NVmbAr of Poison or Entity Designated by OwW
9, E*ratlori date of Notbe of CommOmerWI (" QXPIMUOn data may not Pit befe"" do' ven"Paitao" of cona"WIon and en"I payment 0 Our
wtntotv, AM IMU be " YW hem the date 04 r0otbrdlol? Vol"s" a 'ifton't #*to is
1 2
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U I OWOM m that i haves irs fomog nobte of commencement Ond ftt the foots stated thamin Mrs true, to tho best
S "'&FWdk1OA TATE
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COUNTY OF PASCO
no re of I 49va+ar or Lessee, Of not a
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{type Of a-monty, Q'Q- 00PX0, Maine, nummity to taco far
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NOTES:
1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH
REQUIREMENTS OF THE FLORIDA BUILDING CODE.
2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY
TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE
RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD.
3. 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL.
4. WHERE SHIM OR BUCK THICKNESS IS LESS THAN 1-1/2" WINDOW UNITS MUST BE
ANCHORED THROUGH THE FRAME IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED
INSTALLATION INSTRUCTIONS. ANCHORS SHALL BE SECURELY FASTENED DIRECTLY INTO
MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE MATERIAL.
5. WHERE WOOD BUCK THICKNESS IS 1-1/2" OR GREATER, BUCK SHALL BE SECURELY
FASTENED TO MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE. WINDOW UNITS MAY
BE ANCHORED THROUGH FRAME TO SECURED WOOD BUCK IN ACCORDANCE WITH
MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS.
6. WHERE 1X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED
COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF
THE ARCHITECT OR ENGINEER OF RECORD.
7. BUCKS SHALL EXTEND BEYOND WINDOW INTERIOR FACE SO THAT FULL FRAME SUPPORT IS
PROVIDED.
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.
I TABLE OF CONTENTS
SHEET NO. DESCRIPTION
1 NOTES
2 5 1 ELEVATIONS
6 ----Ti-
- 9NSTALLATION DETAILS
REe�5tONS
REV DESCRIPTIOPo ppTE gppRpyEp
15.FOR ANCHORING THROUGH FRAME INTO WOOD FRAMING OR 2X BUCK USE #10 WOOD
SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO
SUBSTRATE, LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.
16. FOR ANCHORING THROUGH FRAME INTO MASONRY/CONCRETE USE 3/16" TAPCONS WITH
SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2
1/2" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND
INSTALLATION DETAILS.
17, FOR ANCHORING THROUGH FRAME INTO METAL STRUCTURE USE #10 SMS OR SELF
DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND
STRUCTURE INTERIOR WALL. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION
DETAILS.
18. ALL FASTENERS TO BE CORROSION RESISTANT.
19. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR
MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN
SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW:
A. WOOD: MINIMUM SPECIFIC GRAVITY OF G=0.42
B. CONCRETE: MINIMUM COMPRESSIVE STRENGTH OF 2,000 PSI.
C. MASONRY: HOLLOW/FILLED BLOCK PER ASTM C90 WITH Fm=2,000PSI MINIMUM,
D. MEAL STRUCTURE: STEEL 18GA (.048") FY=33KSI/FU=52KSI OR
ALUMINUM 6063—T5 FU=30KSI .048" THICK MINIMUM
SIGNED: 0610712017
VIWINTECHWINDOWS ����$
2400 IRVIN COBB DRIVE
���1ltlfi��i
PADUCAH, KY 42003
SERIES SL 2100 SH VINYL SINGLE HUNG WINDOW
= *• 51
W/REINFORCED MEETING & BOTTOM RAILS & STILES
i 0
NOTES
TAT OF ; w
otanww: owG wo. REV
%i°'lORtii�:'ti'
081 —031
it
sn�NTS DATE 06/06/17 SHEET 13 OF 9
11H k\
L. ROBERTO LOAAS P.E.
9432 WOODFORD RD LEWISVILLE, MC 27023
Luis R. Lomas P.E.
FL No.: 62514
434-66&-0s nbrsr .pld—spe.c
— 36" MAX FRAME WIDTH
"
6" MAX --I MAX14O.C.r 6" MAX
1
6" MAX
T--
MAX D.C.
84"
MAX
FRAME
HEIGHT
i-
6" MAX
z
FR
HE
2" MAX
F 2" MA
T-
T-
14'
MAX O.C.
4"
kX
WE
GH`T
SL 2100 SH VINYL 36" x 84" 2" MAX
EXTERIOR VIEW
FRAME INSTALLATION
SL 2100 SH VINYL 36"x 84'
EXTERIOR VIEW
FIN INSTALLATION
DESIGN PRESSURE RATING
IMPACT RATING
+50.01-70,GPSF
+65,01-70,0PSF
NONE
WHERE WATER
WHERE WATER
RESISTANCE IS
RESISTANCE IS
REQUIRED
NOT REQUIRED
HARDWARE SCHEDULE
A. (2) COMPOSITE LOOK WITH KEEPER AT LOCK RAIL AT 7 314!" FROM EACH END
B. (2) CONSTANT FORCE BALANCE WITH TILT LOCKING SHOE, ONE PER JAMB
C. (2) METAL PIVOT BAR AT EACH END OF BOTTOM RAIL
D. (2) PLASTIC TILT LATCH AT EACH END OF LOCK RAIL
E. ALUMINUM REINFORCEMENT (10006189) AT FIXED MEETING RAIL
F. ALUMINUM REINFORCEMENT (10300082) AT LOCK AND BOTTOM RAIL AND STILES
2' MAX
I REV I DESCRIPMN I DATE I APPROVED I
NOTES:
1. MAXIMUM SASH SIZE:32 718'x 411116"
2, MAXIMUM D.L.O.:303116"x38318'
SIGNED: 0610712017
VIWINTECH WINDOWS & DOORS
LO
2400 IRVIN COBB DRIVE
PADUCAH, KY 42003
SERIES SL 2100 SH VINYL SINGLE HUNG WINDOW
= a 5
W/REINFORCED MEETING & BOTTOM RAILS & STILES
F;
36" x 84' ELEVATION
TAT OF
DRAWN: --rDWO -NO
A.R. 08—( ' 3
SC&E NTS 06/06/17 I52 OF 9
1�lAi11111110
L. ROBERTO LOMAS RE
1432WOOOFORDRDL.EWISVILLE,NC2702M3
Luis R. Lomas P.E.
FL Na.: 62514
434-688-0609
36" MAX FRAME WIDTH
6" MAX 14"
MAX 0. c. 6' MAX
6" MAX
12"
MAX
G.G.
75'
MAX
FRAME
HEIGHT
6" MAX
SL 2100 SH VINYL 36'x 75"
EXTERIOR VIEW
FRAME INSTALLATION
FRAME WIDTH
2' MAX MAX 14O.C, " 11 2' MAX
2" MAX
14"
MAX
D.C.
/5"
MAX
FRAME
HEIGHT
2" MAX
0
x
SL 2100 SH VINYL 36" x 75"
EXTERIOR VIEW
FIN INSTALLATION
DESIGN PRESSURE RATING
IMPACT RATING
+50.01-70.OPSF
+65.01-70.OPSF
NONE
WHERE WATER
WHERE WATER
RESISTANCE IS
RESISTANCE IS
REQUIRED
NOT REQUIRED
HARDWARE SCHEDULE
A.
(2) COMPOSITE LOCK WITH KEEPER AT LOCK RAIL AT 7 3f4" FROM EACH END
B.
(2) CONSTANT FORCE BALANCE WITH TILT LOOKING SHOE, ONE PER JAM8
C.
(2) METAL PIVOT BAR AT EACH END OF BOTTOM RAIL
7
(2) PLASTIC TILT LATCH AT EACH END OF LOCK RAJL_
E.
ALUMINUM REINFORCEMENT (10006189) AT FIXED MEETING RAIL
F.
ALUMINUM REINFORCEMENT (10300082) AT LOCK AND BOTTOM RAIL AND STILES
l2m
NOTES
1. MAXIMUM SASH SIZE: 32 716'x 36 9116"
2. MAXIMUM D.L.O.:303116"x33718'
SIGNED: 0610712017
VIWINTECH WINDOWS & DOORS
2400 IRVIN COBB DRIVE
PADUCAH, KY 42003
SERIES SL 2100 SH VINYL SINGLE HUNG WINDOW
o 51
W/REINFORCED MEETING & BOTTOM RAILS & STILES
�E
36" x 75" ELEVATION
OF
•AT
DRAWN:
DWG NO.
REV
A.R.
08-0311 3
SCALE NTS I DA" 06/06/17 is 3 OF 9
L. ROBERTO LOMAS P.E.
1432 WOOOFORD RD LEWISVILLE, NC 27023
Luis R. Lomos P.E.
FL No�: 62514
43"88-0609 dlmasLftldm�pe �
40" MAX FRAME WIDTH —
6" MAX MAX4D.C. 6" MAX
6" MAX -- —
1//
14"
MAX /
O.C. /
75" /
MAX ti
FRAME FR
HEIGHT HE
6" MAX
SL 2100 SH VINYL 40" x 75"
EXTERIOR VIEW
FRAME INSTALLATION
2" MAX
2" MAX
i
14"
MAX
O.C.
5"
4X
WE
BHT
2" MAX J
SL 2100 SH VINYL 40" x 75"
EXTERIOR VIEW
FIN INSTALLATION
DESIGN PRESSURE RATING
IMPACT RATING
t5Q.0PSF
t50.OPSF
NONE
WHERE WATER
WHERE WATER
RESISTANCE IS
RESISTANCE IS
REQUIRED
NOTREQUIRED
A-
(2) COMPOSITE LOCK WITH KEEPER AT LOCK RAIL AT 7 314" FROM EACH END
B-
(2) CONSTANT FORCE BALANCE WITH TILT LOCKING SHOE, ONE PER JAMB
C
(2) METAL PIVOT BAR AT EACH END OF BOTTOM RAIL
D.
(2) PLASTIC TILT LATCH AT EACH END OF LOCK RAIL
E.
ALUMINUM REINFORCEMENT (10006189) AT FIXED MEETING RAIL
F.
ALUMINUM REINFORCEMENT (10300082) AT LOCK AND BOTTOM RAIL AND STILES
REVISIONS
REY D OATE AA9ROVE0
NOTES:
1. MAXIMUM SASH SIZE: 36 7/8" x 36 9/16"
2. MAXIMUM D.L.O.: 34 3/16"x 33 71W
SIGNED: 0610712017
DOORS
VI IN2400
IRVIN COBBOBB DRIVE
E M ScY
PADUCAH, KY 42003G
e g r
SERIES SL 2100 SH VINYL SINGLE HUNG WINDOW
4 51 #�
W/REINFORCED MEETING & BOTTOM RAILS & STILES
z
40" x 75" ELEVATION
r TAT OF
"
A.R. 08-03113
y"LE NTS JDATE 06/06/17 ISHE74 OF 9
JJJIiiI(itttV°\
L. ROBERTO LOMAS P.E.
1432 WOODFORD RD LEWISVILLE, NC 27023
Luis R. Lomas P.E.
FL NO.: 62514
434-688-0609 r1lo—Leirb—pe.c
I
6" MAX
- 52' MAX FRAME WIDTH
14"
MAX O.C.
6" MAX
T-
1
14"
0
MAX
O.C.
'5 T-
IAX
AME
IG14T
61, MAX
SL 2100 SH VINYL 52'x 75'
EXTERIOR VIEW
FRAME INSTALLATION
2" MAX FRAME WIDTH
2" MAX 14"
6" MAX MAX 0.c.2" MAX
f- 2" MAX
r
14"
MAX
O.C.
T-
75'
MAX
FRAME
HEIGHT
SL 2100 SH VINYL 52"x 75'
EXTERIOR VIEW
FIN INSTALLATION
DESIGN PRESSURE RATING
IMPACT RATING
±40.OPSF
±40.OPSF
NONE
WHERE WATER
WHERE WATER
RESISTANCE IS
RESISTANCE IS
REQUIRED
NOT REQUIRED
HARDWARE SCHEDULE
A. (2) COMPOSITE LOCK WITH KEEPER AT LOCK RAIL AT 7 3/4" FROM EACH END
7 (2) CONSTANT FORCE BALANCE WITH TILT LOCKING SHOE, ONE PER JAMB
C. (2) METAL PIVOT BAR AT EACH END OF BOTTOM RAIL
7 (2) PLASTIC TILT LATCH AT EACH END OF LOCK RAIL
E. ALUMINUM REINFORCEMENT (10006189) AT FIXED MEETING RAIL
IF ALUMINUM REINFORCEMENT (10300082) AT LOCK AND BOTTOM RAIL AND STILES
&IM I
NOTES:
1. MAXIMUM SASH SIZE., 46 718'x 36 9116'
2- MAXIMUM D.L-O.: 46 3116"x 33 718"
SERIES SL 2100 SH VINYL SINGLE HUNG WINDOW
W/REINFORCED MEETING & BOTTOM RAILS & STILES
52" x 75" ELEVATION
DRAWN: I DWG NO. I REV
L. ROBERTO LOMAS P.E.
1432 WOODFORD RD LEWISVILLE, NO 27023
434-688-0609 rfbmsLekfm�pe �
SIGNED: 0610712017
R L
a
A-;.4TATRKF-7�.-�:
A,
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NAL
Luis R. Lomas P.E.
FL No.: 62514
WOOD FRAMING
OR 2X BUCK
BY OTHERS
BACKER ROD
& APPROVED
SEALANT
EXTERIOR
BACKER ROD
& APPROVED
SEALANT
WOOD FRAMING
OR 2X BUCK
BY OTHERS
1/2" MIN.
EDGE DISTANCE
I REVWNS
I REV DESCRIPTION I KM A1.
1 1/4* MIN.
EMBEDMENT
1/4" MAX.
SHIM SPACE
1 1/4" MIN.
EMBEDMENT
1/4" MAX,
SHIM SPACE
INTERIOR
#10 WOOD SCREW
1 2"
-F
G.
EDGE
DISTANCE
T-1
#10 WOOD
SCREW
WOOD FRAMING
OR 2X BUCK
0
INTERIOR
BY OTHERS
EXTERIOR
0
0
BACKER ROD
0
& APPROVED
JAMB INSTALLATION DETAIL
SEALANT
WOOD FRAMING OR 2X BUCK INSTALLATION
VERTICAL CROSS SECTION
WOOD FRAMING OR 2X BUCK INSTALLATION
SILL TO BE SET
IN A BED OF
APPROVED SEALANT
1/4" MAX. NOTES:
HIM SPACE 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
VIWINTECH WINDOWS & DOORS
2400 IRVIN COBB DRIVE
PADUCAH, KY 42003
SERIES SL 2100 SH VINYL SINGLE HUNG WINDOW
W/REINFORCED MEETING & BOTTOM RAILS & STILES
INSTALLATION DETAILS
DRAWN:
DWG NO. REY
A.R. NT� 3 S TE 01 OF 9
L. ROBERTO LOMAS P.E.
WOODFORD RD LEWISVILLE, NC 27023
r 434234-688-0609 11--Lftlb—pe —
SIGNED: 0610712017
n'
'o
'TAT OF
Luis R. Lomas P.E.
FL No.: 62514
METAL
STRUCTURE
BY OTHERS
APPROVED
SEALANT
BACKER ROD
& APPROVED
SEALANT
M ETAL
STRUCTURE
BY OTHERS
1/2- MIN
EDGE DISTANCE
VERTICAL CROSS SECTION
METAL STRUCTURE INSTALLATION
1/4" MAX.
SHIM SPACE
;MS OR
DRILLING
I
INTERIOR
SILL TO BE SET
IN A BED OF
APPROVED SEALANT
REVISIONS
R- DESCRPTIDN I DATE I APPROVED
1/4- MAX'
,P
SHIM S ACE
I I r INTE'll,
MIN
EDGE
NISTANCE
#10 SMS OR
SELF DRILLING ca
SCREWS
EXTERIOR
METAL BACKER ROD
STRUCTURE
BY OTHERS & APPROVED
SEALANT
JAMB INSTALLATION DETAIL
METAL STRUCTURE INSTALLATION
NOTES:
/4- MAX, 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS,
-11M SPACE NOT SHOWN FOR CLARITY
2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE
DESIGNED IN ACCORDANCE WITH A STM E2112
SIGNED: 0610712017
VIWINTECH WINDOWS & DOORS
2400 IRVIN COBB DRIVE
PADUCAH,
N
KY 42003
SERIES SL 2100 SH VINYL SINGLE HUNG WINDOW
= 0 1
W/REINFORCED MEETING & BOTTOM RAILS & STILES
INSTALLATION DETAILS
TFkTO�F-
DRAWN: DWG NO. REV
08-031
I
—
NTS 1— 06/06/17 1-713 OF 9
P.E. I. ROBERTO LOMAS
1432 WOODFORD RD LEWISVILLE, NC27023
Luis R. Lomas P.E.
434-68"609 r1lomasOldo�pe.wm
FL No.: 62514
2 1/2" MIN.
REVISIONS
EDGE DISTANCE
REV DESCRIPItON
oa E APPROVED
CONCRETE/MASONRY
�aa
BY OTHERS
�..<
a.
a 1 1 /4" MIN.
°a. a "
OPTIONAL 1X BUCK
a "
4 EMBEDMENT
1 1/4" MIN. 1/4" MAX.
SEE NOTES 3 — 7
EMBEDMENT SHIM SPACE
SHEET 1
CONCRETE/MASONRY
I
BY OTHERS
BACKER ROD
1/4" MAX.
.9v
& APPROVED
SEALANT
4 r-'
SHIM SPACE
i
OPTIONAL 1X BUCK
SEE NOTES 3 — 7
3/16" TAPCON
SHEET 1
-
INTERIOR
3/16" TAPCON
EXTERIOR
INTERIOR
MIN
EDGE
0
DISTANCE
EX?ERtOR
D
BACKER ROD
& APPROVED
SEALANT
JAMB INSTALLATION DETAIL
SILL TO BE SET
CONCRETEIMASONRYINSTALLATION
BACKER ROD
IN A BED OF
& APPROVED
APPROVED SEALANT
NOTES:
SEALANT
1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS,
1/4" MAX.
NOT SHOWN FOR CLARITY.
OPTIONAL 1X BUCK
NOTE
a SHIM SPACE
2 AND JOINT TO BE
�
SEE 3 - 7
SHEET 1
-
DESIGNED IN ACCORDANCE WIPERIMETER
TH TMHERSE211
SIGNED: 0610712017
CONCRETE/MASONRY
VIWINTECH WINDOWS & DOORS
���tti1#ILrrr�f��
BY OTHERS
a ..
2400 IRVIN COBS DRIVE
f�
v
<.
PADUCAH, KY 42003
*tiGEtdSei
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SERIES SL 2100 SH VINYL SINGLE HUNG WINDOW
a
= a 5i`—
4 .
W/REINFORCED MEETING & BOTTOM RAILS & STILES
"
INSTALLATION DETAILS
TATi OF ;ram
DRAWN: DWG NO. REVS®L
08-83
0311
d�AlA�.t\�����
VERTICAL CROSS SECTION
scuE NITS DATE 06/06/17 OF 9
CONCRETE/MASONRYINSTALLATION
L-ROBERTO LOMAS RE
Luis R. Lomas P.E.
743E WOODFORD RD LEWISVILLE, NC 27023
FL No.: 62514
434-689-0609 dloma Leldbmwpe.mm
APPROVED
SEALANT
BEHIND FIN
#8 WOOD
SCREW
7/16" MIN
EDGE DISTANCE
EXTERIOR
7/16" MIN
EDGE DISTANCE
#8 WOOD
SCREW
APPROVED
SEALANT
BEHIND FIN VERTICAL CROSS SECTION
WOOD FRAMING OR 2X BUCK INSTALLATION
INTERIOR
REVISIONSREV DESCRIPTtON DATE I APPROVED
11
WOOD
FRAMING
BY OTHERS
_ 1 /4" MAX.
SHIM SPACE WOOD FRAMING
BY OTHERS
M
1/4" MAX
SHIM SPACE
INTERIOR
1 1/4"
MIN.
---
EMBEDMENT
APPROVED
SEALANT
q
BEHIND FIN
7/16" MIN
EDGE DISTANCE
EXTERIOR
JAMB INSTALLATION DETAIL
WOOD FRAMING OR 2X BUCK INSTALLATION
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
SHIM SPACE
VIWINTTECH WINDOWS & DOORS
2400 IRVIN COBB DRIVE
PADUCAH, KY 42003
SERIES SL 2100 SH VINYL SINGLE HUNG WINDOW
W/REINFORCED MEETING & BOTTOM RAILS & STILES
WOOD
FIN INSTALLATION DETAILS
FRAMING
BY OTHERS
DRAWN: awc No. REV
A.R. 08-03113 —
scALE NTS � e 065/06/ 17 9 OF 9
P.E.L. ROBERTO LOMAS
1432 WOODFORD RD LEWISVILLE, NO 27023
rlbmas9lrbmwpe.m
SIGNED: 0610712017
111II�10
0 r
Ar. TAT OFF
t3
%i°�qc�; °�tOR1C1� •^��o
Luis R. Lamas P.E.
FL No.: 62514
CERTIFICATION NO: N1012019.04-R2
DATE: 06/19/2014
CERTIFICATION PROGRAM: Structural
COMPANY: ViWinTech
CODE: 583-1
REVISION DATE: 05/29/2020
To verify that the "Notice of Product Certification" is valid, please visit www,NAMICcrtification,corn to assure that the
product is active and currently listed. This certification represents product conformity to the applicable specification and
that certification criteria has been satisfied. A NAMI approved certification label must be applied to the product to claim
certification status. Please review and advise NAMI if any corrections are required to this document.
COMPANY NAME AND ADDRESS
PRODUCT DESCRIPTION
ViWinTech Windows & Doors
Series 'ISL 2150 SH99
2400 Irvin Cobb Drive
Vinyl Single Hung Window
Paducah, KY 42003
w/Reinforced Meeting Rails & Bottom Rail
Configuration: O/X
Glazing: Insulating Glass (Annealed)
Frame: W-1016mm(40") H-1905mm(75")
Sash: W-937mm(36.87") H-929mm(36,56")
DLO: W-868mm(34.18") H-860mm(33.87")
SPECIFICATION
PRODUCT RATING
AAMA/WDMA/CSA 101/l.S.2/A440-11
Class LC-PG40 1016 x 1905 (40 x 75)-H
AAMA/WDMA/CSA 101/l.S.2/A440-05
H-LC40 1016 x 1905 (40 x 75)
Design Pressure: 1920 Pa (40 psf)
Negative Design Pressure: 2160 Pa (45 psi)
Water Penetration Resistance Test Pressure: 330 Pa (6.89 psf)
Product Tested By: Architectural Testing, Inc.
Report No: D7113.02-501-47
Expiration Date: April 30, 2024
Administrator's Signature:
MANAGEMENT INSTITUTE, INC.
4794 George Washington Memorial Highway
Hayes, VA 23072
Tel: (804) 684-5124
Fax: (804) 684-5122