HomeMy WebLinkAbout22-4523"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 BEFO
NO OCCUPANCY BEFORE C.O.
dL
CONTRACTOR $IGNATURE PE7MITOFFICEU
PERMIT EXPIRES IN 6 MONTHSVITHOUT APPROVED INSPECTION
CALL FOR INSPECTION . 8 HOUR NOTICE REQUIRED
PROTECT CARD FROM WEATHER
813-780-0020 City Of ZOphyrhiiiS Permit Application Fax-813.780-0021
Building Department
Date Received Phone Contact for Permitting ( }
Owner's Name €rac, OvN Owner Phone Number "
Owner's Address t g Owner Phone Number
Fee Simple Titleholder Name Owner Phone Number C
Fee Simple Titleholder Address
p
JOB ADDRESS f� � � + � � � � '€-- LOT #
SUBDIVISION �1� Sd 4� �� PARCEL ID# IN e f
(OBTAINED FROM PROPERTY TAX NOTICE)
WORK PROPOSED NEW CONSTR F__1 ADDIALT SIGN DEMOLISH
INSTALL REPAIR
PROPOSED USE SFR COMM OTHER
TYPE OF CONSTRUCTION BLOCK 0 FRAME L�� STEEL
DESCRIPTION OF WORK ` e T $;La3 a r t
ze-
BUILDING SIZE SO 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 u OTHER
FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO
BUILDER COMPANY ( ;aO r i tiW
SIGNATURE REGISTERED Y / N FEE CURREN Y / N
Address 1 License # �! "
ELECTRICIANE=:::= COMPANY
SIGNATURE REGISTERED FEE I.R N Y 1 N
Address License #
PLUMBER COMPANY
SIGNATURE REGISTERED FEE CURREN Y / N
Address License
MECHANICALE::::= COMPANY 7'�
SIGNATURE REGISTERED Y I N J FEE CURREN Y/ N
Address License # .=
OTHER COMPANY [_._.:
SIGNATURE REGISTERED LYLN J FEE CURREN Y! N
Address License #
#tIt#f#tfi$#:[ttt#$��i;ttt
RESIDENTIAL Attach (2) Plot Plans (2) gets of Building Plans; (1) set of Energy Farms; R-O-W Permit for new construction,
Minimum ten (10) working days after submittal date. Required onslte, 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 afLife Safety Page (1) set of Energy Forms. R-O-W Permit for new construction.
Minimum ten`(10) working days after submittal date. Required onslte, Construction Plans, Stormwater Plans w/ Silt Fence installed,
Sanitary Facilities & 1 dumpster. Site Work Permit for all new projects. All commercial requirements must meet compliance
SIGN PERMIT Attach (2) sets of Engineered Plans.
""PROPERTY SURVEY required for all NEW construction.
Dlrections'.
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
to r,)c
813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021
Building Department
NOTICE OF DEED RESTRICTIONS; The undersigned understands that this permit may be subject to "deed" iestrlotions"`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 haw, both the owner and
contractor maybe cited for amisdemeanor 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 IMPACTIUTILITIESiIMPACT 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 withapplicable Pasco County ordinances,
CONSTRUCTION LIEN LAW (Chapter713, 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; Water/WastewaterTreatment.
Southwest Florida Water Management "District -Wells, Cypress Bayheads, Wetland Areas, Altering
Watercourses,
Army Corps of Engineers -Seawalls, Docks, Navigable Waterways.
Department of Health & Rehabilitative Services/Environmental Health Unit -Wells, Wastewater Treatment,
Septic Tanks.
US Environmental Protection Agency -Asbestos abatement.
Federal Aviation Authority -Runways.
i understand that the following restrictions apply to the use of fill
Use of fill is not allowed in Flood Zone "W unless expressly permitted.
If the fill material is to be used in Flood Zone "A", it is understood that a drainage plan addressing a
"compensating volume" will be submitted at time of permitting which is prepared by a professional engineer
licensed by the State of Florida.
If the fill material is to be used in Flood Zone "A" in connection with a permitted building using stem wall
construction, I certify that fill will be used only to fill the area within the stem wall,
If fill material is to be used in any area, I certify that use of such fill will not adversely affect adjacent
properties. If use of fill is found to adversely affect adjacent properties, the owner may be cited for violating
the conditions of the building permit issued under the attached permit application; for lots less than one (1)
acre which are elevated by fill, an engineered drainage plan is required.
If i am the AGENT FOR THE OWNER, I promise in good faith to inform the owner of the permitting conditions set forth in this affidavit prior to
commencing construction. I understand that a separate permit may be required for electrical work, plumbing; signs, wells; pools, air conditioning, gas, or
other installations not specifically included in the application. A permit issued shall be construed to be a license to proceed with the work and not
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
FLORIDA UURAT (F.S. 117.03) j# }
OWNER OR AGENT ,TOl a"5th:v!
Subscribed and sw,,oSSn to (or arme bat re e this
Who is/are personally known to me or has/have produced
as identification
" W Notary Public
Commission No. " S9J
Name of Notary typed, printed or stamped
WEST COAST WINDOWS,INC.
8106 TEMPLE TERRACE HW` . VINYL PICTURE WINDOW
TEMPLE TERRACE, FLORIDA 33637 VINYL DOUBLE HUNG
(813) 884320 . FAX (13) 38-321 VINYL SINGLE HUNG
Florida Lie. No. -125546 VINYL GLIDER
www,changeyourwindows.com
VINYL SLIDING CLASS DOOR'
ALUMINUM SINGLE HUNG
Name
F�
ALUMINUM GLIDER
Address __ E ALUMINUM SLIDING GLASS DOOR
City — fir. .. 1. ..,...._ `ip_....3 _. DOORS
Home Phone .,:.. ACCORDIONS
r� ARMOR SCREEN
E-mail 3
Cell Phone (Mr. ,.. ...._. , OTHER
HER
{MrsrL2 ���� ' Window frame color:
_ Glass for windows:
Window Brand: a _ _.w , Storm Panel Type
NIM
BUYER, do not sign this agr emen't'without first having readit-or ifi contains any blank spaces:DEMAND
EMAND
A COPY OF THE AGREEMENT NT WHICH YOU HAVE SIGNED, A 50 percent deposit is required on all
installations,
Make checks payable to: WEFT COAST WINDOWS, Date ....
Price
Less Chown Payment � � � , .
Balance Clue
�.
on Installation s#'g
Financed Amount
CONTRACT SUBJECT TO ADDITIONAL TERMS ON REVERSE SIDE
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
ANCHOREDTHROUGH 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 ORENGINEER 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 fS 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,
SHEET NO,
1 NOTES
2 — 5 ELEVATIONS
6 — 9 INSTALLATIO
TABLE OF CONTENTS
DESCRIPTION
DETAILS
4
f2E'JISI9NS
REV J DESCRIPITON DATE I APPROVED
15. FOR ANCHORING THROUGH FRAME INTO WOOD FRAMING OR 2X BUCK USE #10 WOOL}
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 EMS 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.
8. 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 PSL
C. MASONRY: HOLLOW/FILLED BLOCK PER ASTM C90 WITH Fm=2,OOOPSI MINIMUM.
D. METAL STRUCTURE: STEEL 18GA (.048") FY=33KSI/FU=52KSI OR
ALUMINUM 6063—T5 FU=30KSI .048" THICK MINIMUM
Ire
DOORS
2400
PC
SE 1 � .
I, � u 0 S VINYL SINGLE o IHU NW/REINFORCEO
MEETING & BOTTOM RAILS & STILES
NOTES
NTS 06/06 17 `i OF 9 "slit€itll''
c ROBERTO LOMAS FE iLuls R. Lomas PE.
t43Z WOOD -FORD RD LEWISVILLE, PIG 27023
434 688 D603 rrlomas�Ya trfomaspe.com FL NO.: 6.2514
REVISIONS.
36" MAX FRAME WIDTH
36' MAX FRAME WIDTH
REV oESCR now
DATE APPROVED
14° 2" MAX
6" MAX MAX Q:C:I 6" MAX
MAX40.C. 2 MAX
k 16 t� 2,..MAX
4 f i f P
6" MAX
11"
MAX O.C. 14"
MAX O.C.
C...
NOTES:
84 84"
P. MAXIMUM SASH SIZE: 32718'x 41 VIC
MAX MAX
2. MAXIMUM E LO.: 30 3116" x 38 318"
FRAME FRAME
HEIGHT HEIGHT
6' MAX
SL 2100 SH VINYL 36'' x 84' 2- MAX
SL 2100 SH VINYL 361" x 841
EXTERIOR VIEW.:
EXTERIOR VIEW
FRAME INSTALLATION
FIN INSTALLATION
DESIGN PRESSURE RATING IMPACT RATING
+50 01-70.OPSF
+65.01-70.OPSF
SIGNED: 0610712017
WHEREWATER
WHERE WATER
NONE
IIYECH WIN€}{.3'L DO
ORS
RESISTANCE REQUIRED
2400 IRVIN COBS DRIVE
_9Ff/
NOT REQUIRED
��l�?
PADUCAH, KY 42003
SERIES SL 2100 SH VINYL SINGLE HUNG WINDOW
W/REINFORCED MEETING & BOTTOM RAILS & STILES
HARDWARE SCHEDULE
36" x 84" ELEVATION
�� TAT OF
A COMPOSITE LOCK WITH KEEPER AT LOCK RAIL AT 7 3f4. FROM EACH END
,
1(2)
B (2j CONSTANT FORCE BALANCE WIT H: TILT LOCKING SHOE, ONE PER ,IAMB
DRAWN: OY4G NO REV
0tiS0371
%L* "ry',tib
C (2) METAL PIVt3T BAR AT EACH END OF BOTTOM RAIL
SCALE dAF
D. (2) PLASTIC TILT LATCH AT EACH END OF LOCK TRAIL
NTS 06/06/ 17 2 OF 9
fit
E. JALUMINUM REINFORCEMENT (10006188) AT FIXED MEETING RAIL
L. R08ERTOLOMAS PE,
Luis R, LQR#4$ F' E:
F. ALLIMINUM REINFORCEMENT (10300082) AT LOCK AND BOTTOM RAIL AND STILES
1432 WOOLIFORO RD LEWISVILLE, NO 27023
434-688-0609 fil-G.Oa i6—spaw.
FL No .. 62614. E.
6" MAX
36" MAX FRAME WIDTH
34' j—
MAY O.C.
6' MAX 2" MAX
36" MAX FRAME WIDTH
14" 2" MAX
MAX O:C.j
z" MAX
I{
6" MAX
i
12"
MAXA .
MAX
/
o.c.
1
75"
/
75"
MAX
MAX
FRAME
FRAME
HFIGHT
HEIGHT
1
6" MAX
x
Li
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
IMPACT RATING
+50.01-70.OPSF +65.01-70.0PSF
WHERE WATER WHERE WATER
NONE
RESISTANCE IS RESISTANCE IS
REQUIRED NOT REQUIRED
HARDWARE SCHEDULE
CK WITH KEEPER AT LOCK RAIL AT 3/4" FROM EACH END
:CE BALANCE WITH TILT LOCKING SHOE, ONE PER JAMB
AR AT EACH ENDS OF BOTTOM: RAIL
,TCHAT EACH END OF LOCK RAIL
rRCEMENT (10006189) AT FIXED MEETING RAIL
iRCEMENT N 0300082) AT LOCK AND BOTTOM. RAIL AND STILES
REVISIONS
REV'
DESCRPUOh
6A7E.
APPROVED
NOTES:
1 MAXIMUM SASH SJZE� 327/8"x369116'
2. MAXIMUM D.L.O.: 303175"x 33718"
SIGNED., 0610712017
AWINTECH WINDOWS & DOORS
2400 RVIN COBB DRIVE`
������tttttttt7rr
PADUCAH, KY 42003
ti *°�V Cif ri
SERIES SL 2100 SH VINYL SINGLE HUNG WINDOW
0 61
W/REINFORCED MEETING & BOTTOM RAILS & STILES Y
36" x 75" ELEVATION
TAT OF
DCtAwN: DbVG NO.
REV
A.R. 08-03113
—
ZONAL ter@ X
SCN-E NTS 0"TE 06f06/17 1 S"EET3 OF 9
s
"'llim
L. POSER70 LOMAS PE
I432 WOODFORD RD LEWISVILLE, NC 27023
...Cols R. Lomas P.E.
FL N4,3 625514
434£88-0668 rlomesCalrlomespe—m
40" MAX FRAME WIDTH 40" MAX FRAME WIDTH
6" MAX MAX40 C 6" MAX 2" MAX IMAX14' 0 C
. r 1
2" MAX
6" MAX
14" /
MAX
14" O.C.
MAX !�
G.C.
75" f 75"
MAX MAX
FRAME FRAME
HEIGHT HEIGHT
F 1
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
+50.OPSF
t50.0_PSF
NONE
WHERE WATER
WHERE WATER
RESISTANCE IS
RESISTANCE IS
REQUIRED
NOT REQUIRED
REVISIONS
REV DFSCRIPMN DATE APPROVED
-- 2" MAX
NOTES:
I. MAXIMUM SASH SIZE: 36 718' x 36 9116'
2. MAXIMUM D.L.O.: 34 3116"x 33 718"
SIGNED: 0610712017
VIWINTE
H WINDOWS & DOORS
24000 IRVIN COBB DRIVE�Y olil �I �e
PADUCAH, KY 42003 �,,< O EN
SERIES SL 2100 SH VINYL SINGLE HUNG WINDOW
=fit* p=
W/REINFORCED MEETING & BOTTOMA,&�SHILESHARDWARE
SCHEDULE
40" x 75" ELEVATION
A. (2) COMPOSITE LOCK W11H KEEPER AT LOCK RAIL AT7 3f4"FROM EACHEND
FORCE BALANCE WITH TILT NG C3NE PER JAMB
METAL
DRAW"0'
08 031I..D..
PIVO S R AT EACHH END OF BOTTOM RAISHOE
(2)
$D"'-£NtdTS oArE06Dwo 7
10
(2) PLASTIC TILT LATCH AT:EAC H END OF LOCK RAIL .fill
E ALUMINUMREtNFORCEFIENT(}00084$9)ATF#XEDMEETNGiRAFL
L ROBERTOLOMASP.E
J432 WOODFORf7 Rf7 EEWtSU1LLE, fdFL
Luis R. L4rnas P.E_
F. ALUMINUM REINFORCEMENT (10300082) AT LOCK AND'BOITOM RAIL AND STILES
434-688 0609 El masCa ld—espe
NCI.: 62514
52" MAX FRAME WIDTH
4
6" MAX MAX O.C. 6" MAX
6" MAX
14"
MAX
O.C.
75" t
MAX
FRAME
HEIGHT
6 MAX
52" MAX: FRAME WIDTH
2" MAX 1 4"
�{ MAX a:C.#
t
14"
f
MAX
O.C.
75"
MAX
FRAME
HEIGHT
J
R�nsrons
REY LESCRJPIION
2" MAX
NOTES:
1. MAXIMUM SASH SIZE: 48718` x 36 9116"
2. MAXIMUM D.L.O..' 463116"x33718"..
D&TE APPROVED
SL 2100 SN VINYL. 52" X 75„ 2" MAX SL 2100 SN VINYL 52" X 75"
EXTERIOR VIEW EXTERIOR VIEW
FRAME INSTALLATION FIN INSTALLATION
DESIGN PRESSURE RATING IMPACT RATING
_±40.OPSP
f40.OPSF
— --
SIGNED: 0610712017
W14EREWATER.
WHERE WATER :
NONE
RESISTANCE IS
RESISTANCE IS
VIWINTECH WINDOWS & DOORS
,��}liit€i1f(�Tt
REQUIRED
NOTREQUIRED
2 000 IRVIN COBB DRIVE
s 4'*
PADUCAH, KY 42003
SERIES SL 2100 SH VINYL SINGLE HUNG WINDOW
4'
WJREINFORCED MEETING & BOTTOM RAILS & STILES
•: tti ::
HARDWARE SCHEDULE
52" x 75" ELEVATION
.—�3 ,
�'� TAT OF
A (2) COMPOSITE LOCK WITH KEEPER AT LOCK RAIL AT 3W FROM EACH ENE)
DRAWN8 Dwc No. REV
,
i� +� � s�
1,
(2) CONSTANT FORCE BALANCE WITH TILT LOCKING SHOE, ONE PER JAMB
A.R.
A.R.��
C (2) METAL PIVOT. BAR AT EACH END OF BOTTOtti RAIL
NTS oaie 06%06 f i 7 �$ S�E S:. OF 9
I
d (2) PLASTIC TILT LATCH AT EACH END OF LOCK RAIL
E ALUMINUM REINFORCEMENT (10006189) ATFIXE€3 MEETING RAIL
L, ROBERTOLOMASPE
1432 WOODF'OR} RD LEWISVILLE, NO 27023
Luis R. Lomas P.E.
F ALUMINUM REINFORCEMENT(10300082) AT LOCK AND BOTTOM RAIL AND STILES.
: 434-688-0609 NamasOa;�t—pe:wm:.
FL N462514
REVISIONS
/2" MIN. REV DESCRIPMN HATE APPROVED
EDGE DISTANCE
WOOD FRAMING
OR 2X BUCK
BY OTHERS 1 1/4" MIN..
EMBEDMENT
BACKER ROD ! lL_J 1/4" MAX. 1 1/4" MIN. 1/4" MAX.
& APPROVED -- �` SHIM SPACE EMBEDMENT SHIM SPACE
SEALANT
INTERIOR
#10 WOOD SCREW
s MIN, i
EDGE —
DISTANCE
10 WOOD
SCREW
WOOD FRAMINGJ a ,•..^•.•,•."...
p OR 2X BUCK D,
EXTERIOR Q INTERIOR BY OTHERS
I EXTERIOR
BACKER ROD
D & APPROVED JAMB INSTALLATION DETAIL
SEALANT WOOD FRAMING OR 2X BUCK INSTALLATION
SILL TO BE SET
IN.A BED OF
APPROVED SEALANT
BACKER ROD
& APPROVED 1/4'' MAX. NOTES;
SEALANT O SHIM SPACE NOT SHOWN
AND R TERIORCLARITY,
FINISHES, BY OTHERS;
I��k (# NOFSHO'NNFOfiCLRRJ7Y,:
Z PERIMETER AND JOINT SEALANT BY OTHERS TO BE
WOOD FRAMING �.�- DESIGNED IN ACCORDANCE WITH ASTM E2112
OR 2X BUCK SIGNED' € 610712017
BY OTHERS
VIWINTECH 'WINDOWS & DOORS 4
2400 IRVIN COBB DRIVE' LEi��f
PADUCAH, KY 42003�OcIYy* it
SERIES SL 2100 SH VINYL SINGLE HUNG WINDOW rA 0
1 > -
W/REINFORCED MEETING & BOTTOM RAILS & STILES
�r�
INSTALLATION DETAILS
y @ A P
VERTICAL CROSS SECTION DRAWN: Dwc N(.C1Rttz •'
WOOD FRAMING OR 2X BUCK INSTALLATION _ .✓�4� m E
Scaee 08 5031113 /Z)/& ON
AIL �
NTS O6/06/17 6 OF 9
L. OBERTOOLOMASP.Luis R. Lomas P.E.
f432 WOODFORD RD LEWISVILLE, NO 27023` FL 62.5141E
434-688-QS03 r4gmasEa7hfnmaspe.ra�`rr.
METAL
STRUCTURE
BY OTHERS
APPROVED
SEALANT
BACKER ROD
& APPROVED
SEALANT
METAL
STRUCTURE
BY OTHERS
1/2" MIN
EDGE DISTANCE
VERTICAL CROSS SECTION
METAL STRUCTURE JASTALLATION
REV DESCRIPTfON DATE APPR-
1 /4" MAX.
SHIM SPACE
MAX.
SHIM
SHIM SPADE
INTERIOR
;MS OR
DRILLING
1/2-
MIN
EDGE
DISTANCE
8
#10 SMS OR
SELF DRILLING
SCREWS
.,
INTERIOR
EXTERIOR
METAL
STRUCTURE
BACKER ROD
BY OTHERS
& APPROVED
SILL TO BE SET
IN A BED OF
APPROVED SEALANT
NOTES:.
I. INTERIOR AND EXTERIOR FINISHES, BY OTHERS,
/4- MAX.
NOT SHOWN FOR CLARITY.
HIM SPACE
2, PERIMETER AND JOINT SEALANT BY OTHERS TO BE
DESIGNED IN ACCORDANCE WITH ASTM E2112
SIGNED. 0610712017
VI INTECH WINDOWS & DOORS
\'�llllIIH111
FADUCAH KOYBB 4603E
oEA#�f��
'q
SERIES SL 2100 SH VINYL SINGLE HUNG WINDOW
W/REINFORCED MEETING & BOTTOM RAILS & STILES
INSTALLATION DETAILS
TAT OF
DRAWN: BiYG NO. REV
-5. -rj �tORk it^.�
08 i 3
„'4
///,' YO AL 1
EiTS oA e O6/O6/ 17 SO" 4F 9
I. ROBERTO LOMAS PE:
WOOOFORD RD LEWISVILLE, NC 27023
Luis R. Lomas IRS.
FL No:. 62514..
434-688-0609 rll=as&,rlamaspe.wm
2 1/2' MI1N.
REVISIONS
EDGE DISTANCE
REV DESCRIPTION
DATE APPROVED
CONCRETE/MASONRY
BY OTHERS
a 1 1/4n MIN,
°a �a
1X BUCK
EMBEDMENT
1/4" MAX.
SEE NOTES 3 - 7
EMBEDMENTNT
E
SHHIMIM SPACE
SHEET 7
�
CONCRETE/MASONRY
BACKER ROD
o
BY OTHERS
'
& APPROVED
1/4" MAX.
v
SEALANT
SHIMS SPACE
OPTIONAL IX:. BUCK
SEE NOTES 3 - 7 9
3/16" TAPCON
SHEET I
INTERIOR
3/16" TAPCON
f
2 I/2"` ° <
EXTERIOR
0
i�
.INTERIOR
:MIN.
SO
Ilk
a
DISTANCE
EXTERIOR
tI ;
BACKER ROD
&.APPROVED..
SEALANT
JAMB INSTALLATION DETAIL
SILL TO BE SET
CONCRETE/MASONRYINSTALL4TION
BACKER ROD
IN A BED OF
& APPROVED`
APPROVED SEALANT
NOTES:
SEALANT
11,
INTERIOR AND EXTERIOR FINISHES, BY OTHERS,
3. 1/4" MAX.
NOT SHOWN FOR CLARITY.
OPTIONAL 1X BUCK
I .i.
SHIM SPACE
Z. PERIMETERANDJOINTSEALANTBYOTHERSTOBE
SEE NOTE 3 - Z
�3_( �E(
€r
DESIGNED IN WITH ASTful621 12
SHEET 1
SIGNED:0610712?17
VI INTEC'i WINDOWS & DOORSLIL1IDt/fff
CONCRETE/MASONRY
BY OTHERS
.<
DRIV 97.
PADUCAH, KY842003
a '
SERIES SL 2100 SH VINYL. SINGLE HUNG WINDOW
— aOTA
W/REINFORCED MEETING & BOTTOMA&STILESINSTALLATION
DETAIL{3F
'
DRAWN: OwG NO.d�`JLS'}.
„'L{�xe."
`4',y``A.
08
70NAALVERTICAL
CROSS SECTION
e NTSOA E O6 06 17 s0E3e1ffI
/ lCONCRETE/MASONRYINSTALLATIONN
L:ROBERTOLOMASP:ELuis
R. Lomas P.E.
1432 W000FORD RV LEWISVILLE, NO 27023
FL NO.:. 62514
434-688_0609 rllomasc&4loma5pe.com.
APPROVED
SEALANT
BEHIND FIN
#8 WOOD
SCREW
7/16" MIN
EDGE DISTANCE
EXTERIOR
J '
0
0
7/16" MIN
EDGE DISTANCE
#8 WOOD
SCREW
SEALANT
BEHIND FIN VERTICAL CROSS SECTION
WOOD FRAMING OR 2X BUCK INSTALLATION
INTERIOR
WOOD
FRAMING
BY OTHERS
_ 1/4" MAX.
1/4" MAX
SHIM SPACE
WOOD FRAMING
` SHIM SPACE
'
BY OTHERS
#8 WOOD
SCREW
INTERIOR
1 1/4"
MIN_
EMBEDMENT
f
e ---
APPROVED
{
SEALANT
ca
BEHIND FIN
7/16" MIN
EDGE DISTANCE
EXTERIOR
JAMB INSTALLATION DETAIL
WOOD FRAMING OR2X SUCK INSTALLATION
RWSIONS
DESCRIP1i0N
BATE
APPROVED
MOTES:
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: 0610712017
SHIM SPACE
VIWINTECH WINDOWS & DOORS
11 II1
2400 IRVIN COBB DRIVE
PADUCAH, KY 42003
y i
SERIES SL 2100 SH VINYL SINGLE HUNG WINDOW
W/REINFORCED MEETING & BOTTOM RAILS & STILES
WOOD
FRAMING
OTHERS
FIN INSTALLATION DETAILS
fAg pF
'" ' `FOR '
BY
ORhN: DWG No. REu
A.R. 08-03113
ii4.
7t17# I
SeA E NTS -TE 06/06/17 —L73 OF 9
AL1 y
L. ROBERTOLOMASP.E.
1432 WOODFORD RD LEVWISVILLE, NC 27023
Luis R. Lomas P.E.
FL No.: 62�Ji 4.
434-688-0609 rdomas@Irtamaspe, om
a
RMY QNS
REV'. DESCRIPTION DATE APPROVED
NOTES:
15, FOR FRAME ANCHORING INTO WOOD FRAMING OR 2X BUCK USE #12 WOOD SCREWS WITH
1, THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH
SUFFICIENT LENGTH TO ACHIEVE A 1 3/8" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE
REQUIREMENTS OF THE FLORIDA BUILDING CODE.
ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.
2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY
16. FOR FRAME ANCHORING INTO MASONRY/CONCRETE USE 1/4" TAPGONS WITH SUFFICIENT
TRANSFER ALL LOADS TO STRUCTURE, FRAMING AND MASONRY OPENING IS THE
RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD.
LENGTH TO ACHIEVE E A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 1/2"
3, 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL.
MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION
4. WHERE SHIM OR BUCK THICKNESS IS LESS THAN 1-1/2" WINDOW UNITS MUST BE
DETAILS,
ANCHORED THROUGH THE FRAME IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED
17, FOR FRAME ANCHORING INTO METAL STRUCTURE USE #12 SMS OR SELF DRILLING SCREWS
INSTALLATION INSTRUCTIONS. ANCHORS SHALL BE SECURELY FASTENED DIRECTLY INTO
WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR
MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE MATERIAL.
WALL. LOCATE ANCHORS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.
S WHERE WOOD BUCK THICKNESS IS 1-1/2" OR GREATER, BUCK SHALL BE SECURELY
18. ALL FASTENERS. TO BE CORROSION RESISTANT.
19,INSTALLATION ANCHORS SHALL.. BE INSTALLED IN ACCORDANCE WITH ANCHOR
FASTENED TO MASONRY, CONCRETE OR 'OTHER STRUCTURAL SUBSTRATE. WINDOW UNITS MAY
MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN
BE ANCHORED THROUGH FRAME TO SECURED WOOD BUCK IN ACCORDANCE WITH
SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW:
MANUFACTURER'S PUBLISHEDINSTALLATION INSTRUCTIONS,
A. WOOD — MINIMUM 'SPECIFIC GRAVITY OF G=0.42
6. WHERE IX BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED
B. CONCRETE — MINIMUM COMPRESSIVE STRENGTH OF 3,192 PSI.
COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF
C. MASONRY — STRENGTH CONFORMANCE TO ASTM C-90, GRADE N, TYPE 1 (OR GREATER).
THE ARCHITECT OR ENGINEER OF RECORD.
D. METAL STRUCTURE. STEEL 18GA, 33KSI OR ALUMINUM 6063—T5 1/8" THICK MINIMUM'
7. BUCKS SHALL EXTEND BEYOND WINDOW INTERIOR FACE SO THAT FULL FRAME SUPPORT IS
20. APPROVED CONFIGURATION. XOX.
PROVIDED.
21, UNITS MAY BE INSTALLED WITH OR WITHOUT FLANGE, OUTSIDE THE HVHZ,
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 FIN INSTALLATION 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.
SHEET NO,
1 NOTES
2 3 EL£VATA
4 — 7 INSTALL
TABLE OF CONTENTS
DESCRIPTION
Ut kAtLS
SIGNED 0410512017
EiRSter E 3 EF FC TCGTI-111111
EFS ERMi54316NOY'l
b{�(>�f0{,/
;^f
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SERIES 176 HRP 4-2-4 VINYL HORIZONTAL SLIDER WINDOW
NON — IMPACT III" x 63'
NOTES
TAi OF b
uw—m DWG NE}. REV
:
'�f' a �z° 's
08—pb047
�.''.'Wi"
scA�E NTS DATE t72/2t%17 OF 6
L. ROBERTO LOADS RE
1432 WOODFORD RD LEWISVILLE NO
Luis R. I<4 i3P.E.
EL 6os, P
434-688-0609 rHomasCTalioraaspe cam
A
I
VINYL HORIZONTAL SLIDING WINDOW
EXTERIOR VIEW
FIN INSTALLATION
DESIGN PRESSURE RATING IMPACT RATING
t55.01-60.01DS = . NONE
— 6" MAX
f REV ' DESCRIPTION
111 MAX FRAME WIDTH
6" MAX 1 8"
f� MAX O.C.
yyy 1 I
6" �MAXX
24"
MAX
O.C.
I �
63"
MAX
FRAME
HEIGHT
6" MAX
REAS*NS
DATE I. APPROVED
6" MAX —1
VINYL HORIZONTAL SLIDING WINDOW
EXTERIOR VIEW
FLANGE INSTALLATION
DESIGN PRESSURE RATING IMPACTRATING
+50,01-65.OPSF NONE
SIGNED: 0410512017
NOTES:
1. MAXIMUM OPERABLE SASH SIZE: 28 1/4" X 60 1/2".
MAXIMUM FIXED SASH: 57 X 60 9/16"
£A3 £RNRRCHtSECTURAt Sv5rEM5
EasternnotuStoNor
EASTERNME LSrc r
WR
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2. 3/4"
a m Io T £as: reoauaarz
ea sna
`t �✓„'+ t %"t4a `ice„
3. MAXIMUM OPERABLE SASH D.L.O.: 25" X 57 1/16".
4. MAXIMUM FIXED SASH D.L.O.: 50 15/16" X 58 1/4"
1
SERIES 176 HRP 4-2-4 VINYL HORIZONTAL SLIDER WINDOW
NON — IMPACT 111" x 63"
ELEVATIONS
TAT 0
DRAWN. OW6 N6.
REV.+`'#��
It
HARDWARE SCHE[iUk.E
08
,
Z/�
A. (2)ASHLAND DUAL. LOCKS WITH KEEPERS (D2I OOALtR)AT SASH LOCK STILE 5 3/4" FROM SASH CORNERS
SCALE NTS oaTE O2/21 %17 s�E�O27 OF 6
B, (2) ROLLER HOUSINGS AT EACH CORNER OF SASH BOTTOM RAILS
:C, 4i}EXTRIiDEDALUMINUM RETNFORCEAaTEMT(1fl3afl65)3NFIXED flAEETtNGRfVL.
L. E ROBERTO LOMAS P
743434-68 -069 Frlbmas@lrI
.Luis R. Lomas P.:E.
FL No 62514
ii. (2)EXTRiiDED ALUMINUM REINFORCEMENT (t63TT066)€N SASH fTfVLS: AND STILES
a3et 688-0649 dtamas@lrfamaspe.com
aspRcOm
..
REVISIONS
REV DESCRIPTION DAFE APPROVED
1/2" MIN.
EDGE DISTANCE
WOOD FRAMING —
OR 2X BUCK -
BY OTHERS 1 3/8" MIN.
EMBEDMENT
�-y - 1 3/8" MIN 3¢ 1 /4" MAX.
BACKER ROD 1/4" MBEDMENT SHIM SPACE
& APPROVED MAX..
SEALANT
SHIM SPACE { INTERIOR
1 /2" MIN.
EDGE DISTANCE
#12 WOOD SCREW o ��
�. EXTERIOR #12 WOOD
SCREWS
z _ u
WOOD FRAMING
OR 2X SUCK
INTERIOR BY OTHERS
BACKER ROD EXTERIOR
& APPROVED
SEALANT
( 1 z WOOD JAMB INSTALLATION DETAIL
U SCREW WOOD FRAMING OR 2X BUCK INSTALLATION
BACKER ROD
& APPROVED 1/4" MAX.
SEALANT SHIM SPACE
WOOD FRAMING - --
OR 2X BUCK 1 3/8" MIN.
BY OTHERS EMBEDMENT
f
1/2" MfN
EDGE DISTANCE C}SIGNED:04�l2Cf7
VERTICAL CROSS SECTION Eastern
a E Ma b"T oNo �STEibtttiatts��
e45TERN fAETAi-SYPPCY ���tn R. to aff�
WOOD FRAMING OR 2X BUCK INSTALLATION oo�+ s ve 1 '�. . / 1��
OA es. CRibA 3351z '�.
9WN32220k _
SERIES 176mHRP 4-2-4 VINYL HORIZONTAL SLIDER WINDOW V
NON — IMPACT 111' x W
INSTALLATION DETAILS - a(T -z-
NOTES: DRAWN: DWG NO.
1, INTERIOR AND
OR FINISHES, BY
2 PSHOWN
StM W NF OR CLARITY,
NI` SEALANT BY OTHERSTOd.BE NTS DATE 42 f 21 f 17 O8-i% 7 OF 6
DESIGNED IN ACCORDANCE WITH ASTM E2112
ROBERTO Luis R. Lu P.E.
743WOODFORDDRD RD LEW73ViLLE, NC 27023
434-5e8-0609 FL Nuc 62514
I
METAL
STRUCTURE
BY OTHERS
APPROVED
SEALANT
TAr�3GE DISTANCE
1 /4" MAX.
SHIM SPACE
>MS OR
DRILLING
N
#12 EMS OR
JJ
a
SELF DRILLING
1y�zx
SCREW
SACKER ROD
& APPROVED
a
SEALANT
( }
1/4- MAX.
t!-
SHIM SPACE
METAL
(.
STRUCTURE
BY OTHERS
3/4" MIN.
EDGE DISTANCE
VERTICAL GROSS SECTION
METAL STRUCTURE INSTALLATION
NOTES_
1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS,
NOT SHOWNFOR CLARITY.
2 PERIMETER AND JOINT SEALANT BY OTHERS TO BE
DESIGNED IN ACCORDANCE WITH ASTM E2112
REVISIONS
REV DESORIPTION
DATE APPROVED--
1 /4" MAX.
{ rSHIM SPACE
INTERIOR
3/4" MIN.
EDGE DISTANCE
P 0 ��..: � �' � �
#12 SMS OR
SELF DRILLING r
4
scREws
I
METALz�
STRUCTURE v'
BY OTHERS
EXTERIOR
BACKER ROD
& APPROVED JAMB INSTALLATION DETAIL
SEALANT METAL STRUCTURE INSTALLATION
SIGNED: 0410512017
,: � F S E N 6NS0 U� SVSiEM3
EaSte EAS ERNEtnE.SVAM.v
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6O 32 2—
SERIES 176 HRP 4-2-4 VINYL HORIZONTAL SLIDER WINDOWp
NON - IMPACT 111' x 63'
INSTALLATION DETAILS
�,
iAi OF ; <v°`
a Z 4C3
tRAWN, 'IwoNO. REv
E.L. 08-03047
AIL
cA F NTS DAB 02/21/17 1 SHEET OF 6
fIt IIIl
L. ROBERTOLOMASPE.
1432 WOODFORD RD LEWISVILLE. NC 27023
Lids R. Lomas P.E.
FL No.: 62514
434-688-0609 dlomesPIrlamaspe wm
REVISIONS:
REV DESCRIPTION iMT£ APPROVED
CONCRETE/MASONRY
2 1/2" MIN. 8Y OTHERS
EDGE DlSTANC£
d
a 1 1/4" MIN.
4 a EMBEDMENT
1 1/4" MIN.
EMBEDMENT
CONCRETE/MASONRY
OPTIONAL IX BUCK BY OTHERS
SEE NOTES 3 — 7 1/4" MAX. b
SHEET 1 0 SHIM SPACE 4v 1/4" MAX.
SHIM SPACE
q
1/4" TAPCON
BACKER ROD 1/4" TAPCON
& APPROVED
SEALANT INTERIOR
INTERIOR
EXTERIOR {
4
MIN
SACKER ROD EDGE
APPROVED DISTANCE
SEALANT
1/4" TAPCON EXTERIOR
BACKER ROD JAMB INSTALLATION DETAIL
1./4" MAX. OPTIONAL. 1X BUCK &APPROVED CONCRETE/MASONRY INSTALLATION
OPTIONAL 1X SUCK r}� SHIM SPACE SEE NOTES 3 — 7 SEALANT
SEEEENOTE 3 — 7 (�} SHEET 1
SHEET 1 _
SIGNED. 0410512017
a 1 1/4" MIN. tlitltl
1sz a rac rr�cnrr+ncr�szc-�s�T/I
4Q EMBEDMENT Ers, r��Ya�.swr<x �.. (0
" 4.
ll806332220a .� �a��2k. VGn n�
SERIES 176 HRP 4-2-4 VINYL HORIZONTAL SLIDER WINDOW A c 5 V
2 1 /2" MIN. NON — IMPACT t i t" x 63"
EDGE DISTANCE INSTALLATION DETAILS, 7AT tip a� CONCRETE/MASONRY
BY OTHERS S SECTON NOTES: DRAWN, ovc NO. Rea r do �'�4ORMIt'
CONRCRECE/ SOVETIAL NRS fNSTA iAI ION 1. INTERIOR AND NOT SHOWN FOR CL9RfIOR FINISHES; BY OTHERS, O$ 0�3047 — ,Sjj cSI NAIL "
SCAl NTS O2/21/17 5 OF 6
2.: PERIMETER AND JOINT SEALANT BY OTHERS TO BE
L. FORD RD LEWISVI P E
DESIGNED IN ACCORDANCE WITRASTM E21i2 Luis R. LORta3 P.E.
1434 WOO -0609 lll-. kb1 ape. 2m FL PLO..: 62514
434-688-0609 rflomas@lrtom2sAe.com
REIASIONS
REV DESCRIPTION DATE APPROVED
APPROVED
SEALANT
BEHIND FIN 9 1/4" MIN.
EMBEDMENT
#10 WOOD WOOD
SCREW -- FRAMING
BY OTHERS
1 /4" MAX.
} SHIM SPACE
7/16" MIN
EDGE DISTANCE g ( /4' MAX
JJ WOOD FRAMERS BY OTHERS SHIM SPACE
INTERIOR
1 MIN. C o
EXTERIORINTERIOR EMBEDMENT
#10 WOOD
WOOD J
SCREW
(� EXTERIOR
7/16" MIN
SEALANT
APPROVED EDGE DISTANCE ,IAMB INSTALLATION DETAIL
BEHIND FIN WOOD FRAMING OR 2X BUCK INSTALLATION
U [[� 1 /4" MAX
U9 F SHIM SPACE
7/16" RAIN j
EDGE DISTANCE
SIGNED: 0410512017
#10 WOOD — WOOD
SCREW FRAMING ssew acMa I-o sv 1lS9lltitf%{
1 1/4' MIN. SY OTHERS Ens NurusPa ���� 'R.. L(�4f
EMBEDMENT a«sTa a nE
APPROVED M; , n�o <
SEALANT VERTICAL GROSS SECTION SERIES 176 HRP 4-2-4 VINYL HORIZONTAL SLIDER WINDOW
BE
FIN WOOD FRAMING OR 2X BUCK INSTALLATION AEON — IMPACT I I I" x 63"
INSTALLATION DETAILSTA i}F
DRAWN: z xc u s`L}tC3
1.IN HOiNNF6EKT RIOYRFINISHES,BYOTHERS, NFS cnE flzj21f17.Oi3 4 67 OF 6
2 PERIMETER ANDJOINTSEALANT BYOTHER, .TOBE L. ROBERTOLOMASPE
DESIGNED IN ACCORDANCE: WITH ASTM E2112 Luis R. Lomas P.E.
aszwoa,0509 vcEwrsvlccE rcz azs FL No.: 62514
43a.688-D603 rFipmas{.�GlomasPecom