HomeMy WebLinkAbout23-5701SIMMaTinillin"
5335 Eighth Street
Zephyrhills, FIL 33542
Phone: (813) 780-0020
Fax: (813) 780-0021 1
BAR-005701-2023
Issue Date: 02/20/2023
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.
Kz�� I i I i I'M i I � I III I � ii I R I I I I I I I I �! I 111 111111 " 11 11
Complete Plans, Specifications add fee Must Accompany Application. All work shall be performed ir
accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O.
NO OCCUPANCY BEFORE C.O.
CONTRACTOR SIGNATURE PEPIT OFFICE(]
I V
PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION
813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021
Building Department
Date Received �� Phone Contact for Permitting ( i All--
11
a€a Sasatait € Is* t
1 Owner Phone Number
Owner's Name !! @@
Owner's Address 6 a Owner Phone Number �®
Fee Simple Titleholder Name � Owner Phone Number
Fee Simple Titleholder Address t+
JOB ADDRESS LOT #
SUBDIVISION 777n7
@ - tX NOTICE)
WORK PROPOSED SGDEMOLISH
PROPOSED USE OTHER
TYPE OF CONSTRUCTION BLOCK FRAME STEEL
DESCRIPTION OF WORK VkSPt
ZE FOR S129
BUILDING E SO FOOTAGE HEIGHT
BUILDING $ ! VALUATION OF TOTAL CONSTRUCTION
=ELECTRICAL AMP SERVICE 0 PROGRESS ENERGY = W.R.E.C.
=PLUMBING
=MECHANICAL VALUATION OF MECHANICAL INSTALLATION
=GAS ROOFING Q SPECIALTY = HE
FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO
BUILDER COMPANY — R
SIGNATURE REGISTERED FEE CURREN Y / N
Address License #
ELECTRICIAN COMPANY �—
SIGNATURE REGISTERED Y / N FEE G4RREN Y / N
Address License #
PLUMBERE=== COMPANY _ _
SIGNATURE REGISTERED Y / N FEE CURREN
Address License #
MECHANICAL COMPANY ���
SIGNATURE REGISTERED Y / N FEE CURREN
Address .,- License #
OTHER COMPANY WindowWall LLC
SIGNATURE REGISTERED Y / N FEI=_ cuRREN Y/ N
Address 410 S Ware BIVd License#l1
Ott[t&iitEliifiiiiiitaiat[€iiiiil�ita�Itiftiiliti![iD[i6#[t#taiif!
RESIDENTIAL Attach (2) Plot Plans; (2) sets of Building Plans; (1) set of Energy Forms; R-O-W Permit for new construction,
Minimum ten (10) working days after submittal date. Required onsite, Construction Plans, Stormwater Plans w/ Silt Fence installed,
Sanitary Facilities & 1 dumpster; Site Work Permit for subdivisions/large projects
COMMERCIAL Attach (2) complete sets of Building Plans plus a Life Safety Page; (1) set of Energy Forms. R-O-W Permit for new construction.
Minimum ten (10) working days after submittal date. Required onsite, Construction Plans, Stormwater Plans w/ Silt Fence installed,
Sanitary Facilities & 1 dumpster. Site Work Permit for all new projects. All commercial requirements must meet compliance
SIGN PERMIT Attach (2) sets of Engineered Plans.
***'PROPERTY SURVEY required for all NEW construction.
Directions:
Fill out application completely.
Owner & Contractor sign back of application, notarized
If over $2500, a Notice of Commencement is required. (A/C upgrades over $7500)
— Agent (for the contractor) or Power of Attorney (for the owner) would be someone with notarized letter from owner authorizing same
OVER THE COUNTER PERMITTING (copy of contract required)
Reroofs if shingles Sewers Service Upgrades A/C Fences (PlotlSurvey/Footage)
Driveways -Not over Counter if on public roadways -needs ROW
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" restrictions" which may be more restrictive
than County regulations. The undersigned assumes responsibility for compliance with any applicable deed restrictions.
UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES: If the owner has hired a contractor or contractors to undertake work, they
may be required to be licensed in accordance with state and local regulations. If the contractor is not licensed as required by law, both the owner and
contractor may be cited for a misdemeanor violation under state law. if the owner or intended contractor are uncertain as to what licensing requirements
may apply for the intended work, they are advised to contact the Pasco County Building Inspection Division —Licensing Section at 727-847. 8009.
Furthermore, if the owner has hired a contractor or contractors, he is advised to have the contractor(s) sign portions of the "contractor Block" of this
application for which they will be responsible. If you, as the owner sign as the contractor, that may be an indication that he is not properly licensed and is
not entitled to permitting privileges in Pasco County.
TRANSPORTATION IMPACT/UTILITIES IMPACT AND RESOURCE RECOVERY FEES: The undersigned understands
that Transportation Impact Fees and Recourse Recovery Fees may apply to the construction of new buildings, change of use in existing buildings, or
expansion of existing buildings, as specified in Pasco County Ordinance number 89-07 and 90.07, as amended. The undersigned also understands, that
such fees, as may be due, will be identified at the time of permitting. It is further understood that Transportation Impact Fees and Resource Recovery
Fees must be paid prior to receiving a 'certificate of occupancy" or final power release. If the project does not involve a certificate of occupancy or final
power release, the fees must be paid prior to permit issuance. Furthermore, if Pasco County Water/Sewer Impact fees are due, they must be paid prior
to permit issuance in accordance with applicable Pasco County ordinances.
CONSTRUCTION LIEN LAW (Chapter 713, Florida Statutes, as amended): If valuation of work is $2,500.00 or more, I certify that 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 limitedto:
Department of Environmental Protection -Cypress Bayheads, Wetland Areas and Environmentally Sensitive
Lands, Water/Wastewater Treatment.
Southwest Florida Water Management District -Wells, Cypress Bayheads, Wetland Areas, Altering
Watercourses.
Army Corps of Engineers -Seawalls, Docks, Navigable Waterways.
Department of Health & Rehabilitative Services/Environmental Health Unit -Wells, Wastewater Treatment,
Septic Tanks.
US Environmental Protection Agency -Asbestos abatement.
Federal Aviation Authority -Runways.
I understand that the following restrictions apply to the use of fill:
Use of fill is not allowed in Flood Zone W" unless expressly permitted.
If the fill material is to be used in Flood Zone "A", it is understood that a drainage plan addressing a
"compensating volume" will be submitted at time of permitting which is prepared by a professional engineer
licensed by the State of Florida.
If the fill material is to be used in Flood Zone "A" in connection with a permitted building using stem wall
construction, I certify that fill will be used only to fill the area within the stem wall.
If fill material is to be used in any area, I certify that use of such fill will not adversely affect adjacent
properties. If use of fill is found to adversely affect adjacent properties, the owner may be cited for violating
the conditions of the building permit issued under the attached permit application, for lots less than one (1)
acre which are elevated by fill, an engineered drainage plan is required.
If i am the AGENT FOR THE OWNER, I promise in good faith to inform the owner of the permitting conditions set forth in this affidavit prior to
commencing construction. I understand that a separate permit may be required for electrical work, plumbing, signs, wells, pools, air conditioning, gas, or
other installations not specifically included in the application. A permit issued shall be construed to be a license to proceed with the work and not as
authority to violate, cancel, alter, or set aside any provisions of the technical codes, nor shall issuance of a permit prevent the Building Official from
thereafter requiring a correction of errors in plans, construction or violations of any codes. Every permit issued shall become invalid unless the work
authorized by such permit is commenced within six months of permit issuance, or if work authorized by the permit is suspended or abandoned for a
period of six (6) months after the time the work is commenced, An extension may be requested, in writing, from the Building Official for a period not to
exceed ninety (90) days and will demonstrate justifiable cause for the extension. If work ceases for ninety (90) consecutive days, the job is considered
abandoned.
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR
PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT
.. s.v - s ie i+n aeon Cnl—ACAIT
FLORIDA JURAT (F.S. 117.03)
OWNER OR AGENT cvry r nrx. un
Subscribed and sworn to (or affirmed) before me this u s 1 e d s o of irm m
by b
Who is/are personally known to me or has/have produced Who is/are p rsonally n wn to me�r h slhave produced
as identification. —as identification.
Notary Public John Coleman Notary Public
Commission No. Commission No.
f i
Name of Notary typed, printed or stamped Name of Diary typed, panted or stamped
1
N0ndowWall
Vindow'Waltr 1201 old hopewe||vd
sude1O
tmmpa,8 33019
Design Consultant
136604 ) 1/4/2023
1 176uNon-impac HRP(X]X)
NrRS:UF=O.3.SHGC=021. VT=O.4S
WHITE
B0XFRAME
1/4 X1/2X1/4
1^O��INSULATED GLASS PACK
GLASS DYWINDOW
ANNEALED GLASS
3/1O''LEANNXSPACER X3/10^CLANN
ARGON
L0E`'300
+5O/-O5P8F
STANDARD HARDWARE MATERIAL
D0UBLEL0CK
LOCATION =[Livin0Room -B]
COMMENTS:
2 17OmNon-Impact HR(OXorXo)
FL#:222O11
NFRC:UF=O3.GHGC=021. VT=O.49
VVMiTE
BOXFRAME
1^O.A.INSULATED GLASS PACK
GLASS BYWINDOW
ANNEALED GLASS
3/10" LEANN X SPACER X3/1O^ CLANN
ARGON
LOE 2-388
+/-70PGF
(X0)STANDARD CONFIGURATION
STANDARD HARDWARE MATERIAL
DOUBLELOCK
LDCAT|0N=[Gym-B]
1 51 1/2VYX30 H
DLO: mawxoox
QUOTE: 136604
QUOTE DATE: 1/4/2023
EST. DELIVERY DATE: 4/11/2023
QUOTE CONTACT:
136804 i 1/4/2023
3
4
5
Lauren Singer
NFRC:UF=U.3.SHGC=O21. VT=8,4S
WHITE
BDXFRAME
1^D��INSULATED GLASS PACK
GLASS BYWINDOW
ANNEALED GLASS
3/1O''LEANNXSPACER X3/10^0LANN
ARGON
LOE2-3G8
+70/-85PSF
STANDARD HARDWARE MATERIAL
DOUBLE LOCK
LOCATION =[Ki1ohen-8]
COMMENTS:
176s Non -Impact 8H
1 35 1/2VVX35 1/4H
~ �
FL#:22203.1
DLO: 35.5wx36.25*
NFRC:UF=U.3.SHGC=021. VT=049
VVM|TE
BOXFRAME
1^O.A.INSULATED GLASS PACK
GLASS BYWINDOW
ANNEALED GLASS
3/16^LEANNXSPACER X3/1O^CLANN
ARGON
LDE`-306
+70/-85pSF
STANDARD HARDWARE MATERIAL
DUUBLELDCK
LOCATION =[Ki1chon-B]
COMMENTS:
176s Non-Impact5H
1 25 1/4YVX36 3/4 M .
�
FL#:22203.1
DLO: zs.osWxos.rs*
NFRC:UF=0.3.8H8C=021. VT=O49
WHITE
B0XFF*ME
1^O.A.INSULATED GLASS PACK
GLASS BYWINDOW
TEMPERED GLASS
3/1O''LETXSPACER X3/16''OBT
ARGON
LDE2-30O
+7U/-85PGF
STANDARD HARDWARE MATERIAL
SINGLE LOCK
LOCATION =[Mau\erBath -B]
0
7
Lauren Singer
NFRC VF=0.3.GHGC=021. VT=0.49
WHITE
BOXFRAME
1^O.A.INSULATED GLASS PACK
GLASS BYWINDOW
ANNEALED GLASS
3/16^ LEANN XSPACER X3/10^ CLANN
ARGON
LOE2 -38M
+7O/-85PGF
STANDARD HARDWARE MATERIAL
DOUBLE LOCK
LVCAT|ON=[Mmm1erBed - B]
COMMENTS:
1TOnNon-Impact GH
1 35 3/4VVX36 3/4H �
FL#:22203.1
DLO: o5.rswvm.ro*
NFRC: U[=O.5.GMGC=U.21. VT=049
VVM|TE
BOXFRAME
1^O.A.INSULATED GLASS PACK
GLASS BY WINDOW
ANNEALED GLASS
3/10" LEANN XSPACER X3/18''CLANN
ARGON
LOE 2-38O
+70/'85P8F
STANDARD HARDWARE MATERIAL
DOUBLE LOCK
LOCAT|DN=[Mms\*rBed - B]
COMMENTS:
17OsNon-impact HR(OXo,XO)
1 51 3/4VVX80 3/4 H
FL#:222011
DLO: 51 J5wx36.75*
NFRC:UF=V.3.GMSC=021. VT=0/0
WHITE
BOXFRAME
1^O.A.INSULATED GLASS PACK
GLASS BYWINDOW
ANNEALED GLASS
3/1O^LEANNXSPACER Xx/1O^CLANN
ARGON
LDE2 -300
+/-70PGF
(XO)STANDARD CONFIGURATION
STANDARD HARDWARE MATERIAL
DOUBLE LOCK
LOCAT|ON=[Offioe'B]
rf��
By signing
the bottom nfthis �you agree that this represents a binding agreement k/ purchaseproducts between your company
and You are responsible for any and all information asitpertains tothis order. Deliverydates
ma
terial av
ailability auxuyanu
Credit approval.
*Quotes are valid for 48hours after creation ofthe quote and subject o product availability, Any and all quotes for onorder that will require
one hundred or more combined products requires prior review and authorization by EAS to be considered a valid quote. B\Sreserves the
right to make changes to product pricing and availability at all times for reasons including, but not limited to, changing marketconditions, ,
pmductdi000nUnuoUon.m��dedmateha|avai|abi|hy.and supplier pdoeohangna EA8��inuthe sole hghtVoaccept ordeny any ordor.
°° Subject tuApplicable Sales Tax. **° SIGNATURE
ff"IMMMl
in
1/17/2023 6:40:08 PM 5 of 5
0
27
VA
tjo-T_lCe OF COMMAENCEE-MMEENNT
permit Number Tax Folio a 21-26-_21-1_12A-01110-1111
The undersigned hereby gives notice that Improvement will be made to
Real property, and in accordance with chapter 713, Florida
certain I is Notice of Commencement.
Statutes,
the following information is provided In this
J. DESCRIPTION OF PROPERTY:
(Legal doscHictlon Of the POpportyarld slroetaddress, if8v8(Isbl8),
39917 6TH AVENUE ZEPHYRHILLS FL:33542
2. GENERAL DESCRIPTION OF IMPROVEMENT:
Replacement of wind-sld�oom���
owsidoors
INFORMATION If THE LESSEE CONTRACTED FOR THE IMPROVEMENT:
3. OWNER INFORMATION OR LESSEE AVENUE, ZEPHYRHIL�LS.FLL 33�542����
R 'I" "
L.1 39�1176TH--
S, get
Name & Address'. Lauren Singer
Interest in Property`
Fee Simple Title Holder (if different from owner listed above):_------77-:777T3-Bq 959
vvindowWall LLC ------ Phone Number:
4. CONTRACTOR: Name, '
Contractors Address, 4iosWare lvd, Suite 611, amps, -33619
5. SURETY (If applicable, a copy of the payment bond Is attached): Amount of bond:
Phone Number: ---------
Name: -
Address:
Phone Number:
6, LENDER'S NAME:
Lenders address: whom notice or other documents maybe served7. Person's within the State of Florida Designated by owner upon
as provided by Section 713.13(1)(a)7., Florida Statutes. Phone Number:
Name: to receive
Address: of
8, in addition, owner designates 1311(11))(b), Florida Statutes.
a copy of the Lienor's Notice as provided in Section 713.1
Phone number of person or entity designated by owner:
9. Expiration of notice commencement (the expiration date will be I year from date of recording unless a different date Is
20_-
specified. ---------------- BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF
0. ANY PAYMENTS MADE qTS UNDER CHAPTER 713, PART 11 SECTION 713,13, FLORIDA
vmg�EWARN 'CONSIDERED IMPROPER PAYMEt
IENTS To YOUR PROPERTY. A NOTICE OF
OMMENCEMENT A N BEFORE THE FIRST INSPECTION. IF YOU INTEND
STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVE
COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB S17E BEF COMMENCING WORK OR RECORDING
TO OBTAIN FINANCING CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE CO
YOUR NOTICE OF COM�AENCEMENT, Lauren Singer
(Signature o(Owneror 0 see, . ownes or Lesse(t's (Print Name and P \Ade5j9natory'sTItie/Offica)
Authorized oftloerDirectorlpartnerimanagerI
State of Florid County County of Pasco olarization this
The foregoing instrument was acknowledged before me by means of D physical presence or 0 online n for
day Of 20_?I_, by Lauren Sin a on of whom Instrument was executed)
of party on
name of (name of party on
(type of awothonlyy, -e.officer, trustee, attorney In fact)
X Produced Identification Drivers LiCenSe
Personally Known or (" of Identification produced)
SEAL
of Florida)(Sig natu tart' ubitc_State A� Notary Public stnui of Florida
,%%audla Martlnez
a
ForMIPS02 - Revised 65/13/2020 YHOH"201031Ion
Exp,12/1612023
da -4 1,
Z,.
Product Approval b f USER: Public User
r
Product AppZgYPI Menu > Product or Apph-g�iuonsearch > Ap cation list > Application Detail
FL #
Application Type
Code Version
Application Status
Comments
Archived
Product Manufacturer
Address/Phone/Email
Authorized Signature
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category
Subcategory
Compliance Method
Certification Agency
Validated By
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
FL22201-R3
Revision
2020
Approved
*Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by
the POC and/or the Commission if necessary.
Eastern Architectural Systems
16341 Domestic Ave.
Ft, Myers, FL 33912
(800) 432-2204 Ext 4305
easengineering@easternmetal.com
James Flesher
easengineering@easternmetal.com
Jim Flesher
10030 Bavaria Rpad
Fort Myers, FL 33913
(800) 432-2204
jflesher@easternmetal.com
Windows
Horizontal Slider
Certification Mark or Listing
National Accreditation & Management Institute
National Accreditation & Management Institute
Standard
AAMA/WDMA/CSA 101/I.S.2/A440
Method I Option A
10/24/2020
10/26/2020
year
2011
https:llfloridabuilding-orglprlpr�_app_dti.aspx?param=wGEVXQwtDquYPIHVa8bqMSJU9usHxpwi2jUMkWSlf%2bWFPDQOIuBE9g%3d%3d 1/2
11/15/21, 4:48 PM
Florida Building Code Online
Date Approved 11/03/2020
Summar of Products
_............. ..--- . .......... ................ .__ --._ _.... _. _..._..- „ ....._._._ _ ..._...�_-......
FL # Model Number or Name Description
{ 22201A S inyl Horizontal Slider Series 176 HR Vi
I Window i x 63"
A roved for use in HVHZ: No
pproved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: +70.0/-70.0
22201.2 Series 176 HRP 3-3-3 Vinyl
Horizontal Slider Window
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: N/A
Other: REFER TO INSTALLATION DRAWING
22201.3 Series 176 HRP 4-2-4 Vinyl
Horizontal Slider Window
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: N/A
Other: REFER TO INSTALLATION DRAWING
- Non Impact 74"
Certification Agency Certificate
FL22201 R3 C CAC NIQ13482 04-R2 pdf
Quality Assurance Contract Expiration Date
09/30/2024
Installation Instructions
FL22201 R3 II OS-03045.pdf
Verified By: LUIS ROBERTO LOMAS 62514
Created by Independent Third Party: Yes
Evaluation Reports
FL22201 R3 AE 513—24.pdf
Created by Inde e Fa'r y: Yes
Series 176 HRP 3-3-3 Vinyl Horizontal Slider Window Non -
Impact 111" x 63"
Certification Agency Certificate
FL22201 93 C CAS NI013482 01-R1.pdf
FL22201 R3 C CAC NI013482-Rl.pdf
Quality Assurance Contract Expiration Date
09/30/2024
Installation Instructions
FL22201 R3 II 08-03046 pdf
Verified By: LUIS ROBERTO LOMAS 62514
Created by Independent Third Party: Yes
Evaluation Reports
FL22201 R3 AE 513925 pdf
Created by Independent Third Party: Yes
Series 176 HRP 4-2-4 Vinyl Horizontal Slider Window Non -
Impact Ill x 63"
Certification Agency Certificate
FL22201 R3 C CAC NI013482 02-R2 pdf
FI �2201 R3 C CAC NI013482 03 R2 pdf
Quality Assurance Contract Expiration Date
09/30/2024
Installation Instructions
FL22201 R3 II OS-03047.p_d
Verified By: LUIS ROBERTO LOMAS 62514
Created by Independent Third Party: Yes
Evaluation Reports
FL22201 R3 AE 513926.pdf
Created by Independent Third Party: Yes
Contact Us :: 32399 Phone 8@0-487-1824
The State of Florida is an AA/EEO employer, (;opyrighk 2RQ7-2013 State of Fiprida :: Frivacy Statement :: Accessibility 5tatement :: 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 emails
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 dick here .
Product Approval Accepts:
eChxck
https://floridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDquYPIHVa8bgMSJU9usHxpwi2jUMkWSlf%2bWFPDQDIuBE9g°/q3d%3d 2/2
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. 1 X 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 1 X 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 FIN INSTALLATION 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.
REVISIONS
REV DESCRIFIi DATE APPROVED
15. FOR FRAME ANCHORING 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 FRAME ANCHORING 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 FRAME ANCHORING 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 3,192 PSI-
C. MASONRY — STRENGTH CONFORMANCE TO ASTM C-90, GRADE N, TYPE 1 (OR GREATER).
D. METAL STRUCTURE: STEEL 18GA, 33KSI OR ALUMINUM 6063—T5 1/8" THICK MINIMUM
20. UNITS MAY BE INSTALLED WITH OR WITHOUT FLANGE, OUTSIDE THE HVHZ.
21. APPROVED CONFIGURATIONS: XO, OX.
SIGNED: 0410512017
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NON — IMPACT 74" X 63"
_ �ONOTES
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TABLE OF CONTENTS oRnhN; DWG No. R`-v
—
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SHEET NO. DESCRIPTION V.L. 08-03045
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DATE s"EET1 OF 6
se""
1
NOTES NTS 02/15/17
2
ELEVATIONS L. ROBERTO LOMAS P.E.
i432 WOODFORD RD LEWISVILLE, NC 27023
INSTALLATION DETAILS 434-688-0609 d10--@00—Pe.90m
Luis R. Lamas P.E.
FL NO.: 62514
3 — 6
6" MAX MAX
6" MAX
13'
MAX O.C.
-r-
63"
MAX
FRAME
HEIGHT
6" MAX II
— 74" MAX FRAME WIDTH
10 1/2" MAX D.C.
SERIES 176 SS VINYL HORIZONTAL SLIDING WINDOW
EXTERIOR VIEW
FIN INSTALLATION
DESIGN PRESSURE RATING IMPACT RATING
±70.OPSF NONE
NOTES:
1.
MAXIMUM SASH SIZE: 36 1/2" X 60 3/4".
2. MAXIMUM D.L.O.: 34" X 59 3/4".
HARDWARE SCHEDULE
A (2) ASHLAND DUAL LOCKS WITH KEEPERS (D2100ALIR) AT SASH LOCK STILE 5 3/4- FROM SASH CORNERS
B. (2) ROLLER HOUSINGS AT EACH CORNER OF SASH BOTTOM RAIL
C. (I)ALUMINUM REINFORCEMENT (10300265) IN FIXED MEETING RAIL
D. f51 ALUMINUM REINFORCEMENT (10300266) IN SASH RALS AND STILES
6" MAX
I
REVISIONS
RN DESCRIPTION DATE I APPROVED
— /4 MAX I-KAMt VvIUIrI
6" MAX
8 1/2" MAX O.C.
6
MAX
MAX O-C.
'
/
/ III
3"
AX
NME
GHT
MAX
SERIES 176 SS VINYL HORIZONTAL SLIDING WINDOW
6" MAX
EXTERIOR VIEW
FRAME INSTALLATION
DESIGN PRESSURE RATINGGTI IMPACT RATING
+ 70.01-80. OPSF NONE
SIGNED: 0410512017
EASTERN ARCHITECTUR-SYSTEME A EN'tS
EA fern
FSERIES
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176 FIR VINYL HORIZONTAL SLIDER WINDOW
NON - IMPACT 74" X 63"
ELEVATIONS
TAT OF,4 tit�.'-
DRAWN: DWG NO, REV
V.L. 08-03 O4S
SCALE DATE 2 OF b
0 R
L.ROBERTO LOAXAS RE
1432 Wo 00FORD RD LEWISVILLE, NC 27023
434-688-0609 rlbmasCO)TTOmaSfTe c
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
REVISIONS
I REV I DESCRIPTION I DATE I APPROVED I
1/2" MIN.
EDGE DISTANCE
1 1/4- MIN.
EMBEDMENT
-EDMENT
1 1/4- MIN.
1/4" MAX.
�M
SHIM SPACE
1/ MAX.A �X
INTERIOR
SHIM SPACE
1/2" MIN.
EDGE DISTANCE
#10 WOOD SCREW
#10 WOOD
SCREW
WOOD FRAMING
OR 2X BUCK
INTERIOR
BY OTHERS
EXTERIOR
BACKER ROD
& APPROVED
SEALANT
#10 WOOD
SCREW
1/4- MAX.
SHIM SPACE
1 1/4- MIN
EMBEDMENT
1/2" MIN.
EDGEDISTANCE
VERTICAL CROSS SECTION
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
JAMB INSTALLATION DETAIL
WOOD FRAMING OR 2X BUCKINSTALLATION
SIGNED: 0410512017
Ed S V. 'fern ME A Y-1
SERIES 176 FIR VINYL HORIZONTAL SLIDER WINDOW
\ F, L c)
E Atq
51OF
NON — IMPACT 74" X 63
;.4TAT
DRAWN:
V.L.
SCALE NT$
INSTALLATION DETAILS
------ T 'REV
DWG NO.
08-03045
DATE 02/15/17 IHIET 3 OF 6
'4,Q, Z�
ORO
L. ROBERTO LOMAS P.E.
1432 WOODFORD RD LEWISVILLE, NC 27023
434-688-0609 JlfomaS4PIrl0ma$Pe.com
Luis R. Lomas P.E.
FL NO.: 62514
METAL
STRUCTURE
BY OTHERS
APPROVED
SEALANT
EXTERIOR
BACKER F
& APPRO'
SEAL,
STRUT
BY 0
3/4- MIN
Ifi EDGE DISTANCE
1/4" MAX.
SHIM SPACE
3/4" MIN.
EDGE DISTANCE
VERTICAL CROSS SECTION
-METAL -STRUCTURE 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 ASTME2112
SMS OR
DRILLING
N
INTERIOR
, SMS OR
F DRILLING
!EW
1/4" MAX.
SHIM SPACE
REVISIONS
I Pev I DESCRIPTION I DATE I APPROVED I
r 1/4" MAX.
SHIM SPACE
-� INTERIOR
3/4" MIN.P= P �
EDGE DISTANCE
uu
#10 SMS OR El Utl-
SELF DRILLING
SCREWS
METAL
__
OQE
STRUCTURE
BY OTHERS
EXTERIOR
BACKER ROD
& APPROVED
SEALANT
JAMB INSTALLATION DETAIL
METAL STRUCTURE INSTALLATION
SIGNED: 0410512017
A S'o� OF
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SERIES 176 HR VINYL HORIZONTAL SLIDER WINDOW
Vim.0 ?51X
0
NON — IMPACT 74" X 63"
INSTALLATION DETAILS
DRAWN:
V.L.
NO.
08-03045
REV
0 R
S.E -4
0
NTS 02/15/17 OF 6
1
L ROBERTO LOMAS P. E
Luis R. Lomas P.E.
1432 WOODFORD RD LEWISVILLE, NC 27023
FL No.: 62514
434-688-0609
OPTIONAL 1X BUCK
SEE NOTES 3 - 7
SHEET 1
BACKER ROD
APPROVED
SEALANT
EXTERIOR
BACKER ROD
APPROVED
SEALANT
OPTIONAL IX BUCK
SEE NOTE 3 - 7
SHEET 1
2 1/2" MIN.
EDGE DISTANCE
Ll-a- " �
2 1/2" MIN,
EDGE DISTANCE
CONCRETE/MASONRY
BY OTHERS
1 1/4" MIN
'4 EMBEDMENT
1/4" MAX.
O SHIM SPACE
3/16- TAPCON
INTERIOR
3/16" TAPCON
1/4- MAX.
nQ F SHIM SPACE
4 4 14 4
1 1/4" MIN.
EMBEDMENT
VERTICAL CROSS SECTION
CONCRETE/MASONRY INSTALLATION
1 1/4" MIN.
EMBEDMENT
CONCRETE/MASONRY
BY OTHERS
OPTIONAL IX BUCK
1/4" MAX.
SHIM SPACE
SEE NOTES 3 - 7
9
SHEET I
3/16- TAPCON
C=
O
2 1/2-
MIN.
EDGE
DISTANCE
7
BACKER ROD
& APPROVED
SEALANT
CONCRETE/MASONRY
BY OTHERS
REVISIONS
I REV I DESCRIPTION I DATE I APPROVED I
INTERIOR
EXTERIOR
JAMB INSTALLATION DETAIL
CONCRETE/MASONRY 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 ASTV E2112
EaStern IAIII�-A-TECTUof
-SYST-
Era. svaav
—11—ITI-1
,A M1M1
SERIES 176 HR VINYL HORIZONTAL SLIDER WINDOW
NON - IMPACT 74" X 63"
INSTALLATION DETAILS
DRAWN: DWG No. I REI
V. L. 08-03045
SCALE NTS JDATE 02/15/17 1 SHEET 5 OF 6
L. ROBERTO LOMAS P. E.
(432 WOODFORD RD LEWISVILLE, NC 27023
434-688-0609 dbmaSOII`10-PeX,
SIGNED: 0410512017
0
TAT OF
O.
A,,
ZORVD�'--
Luis R. Lomas P.E.
FL No.: 62514
APPROVED
SEALANT
BEHIND FIN
#8 WOOD
SCREW
7/16- M
EDGE DISTA
EXTERIOR
7/16- MIN
EDGE DISTANCE
#8 WOOD
SCREW
APPROVED
SEALANT VERTICAL CROSS SECTION
BEHIND FIN WO—
OD FRAMING OR 2X BUCK INSTALLATION
WOOD
FRAMING
BY OTHERS
1/4" MAX.
SHIM SPACE WOOD FRAMIN
r BY OTHEF
EMBE
#8 WC
SCF
1-11
SEALANT
BEHIND FIN
REVISIONS
I REV I DESCRIPTION I DATE I APPROVED I
—1 � 1/4" MAX
7/16" MIN i--A 1 Crl!Url
EDGE DISTANCE
JAMB INSTALLATION DETAIL
WOOD FRAMING OR 2X BUCK INSTALLATION
1/4- MAX
SHIM SPACE
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
SIGNED: 0410512017
Wool)
FRAMING
BY OTHERS
AR` HIT-1—SISTEMS
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NON - IMPACT 74" X 63"
;4 TAT OF OF
INSTALLATION DETAILS
��-A0.,
DRAWN:
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08-s03045
LLE.
\
-1/1111110NTS/
sVc.ADATE 5 OF 6
...
L. ROBERTO LOMAS PE,
I
Luis R. Lomas P.E.
1432 WOODFORD RD LEWISVILLE, NC 27023
FL No.: 62514
434-688-05619 10m
10/29/21, 8:32 AM
Florida Building Code Online
FL # FL22203-R3
Application Type Revision
Code Version 2020
Application Status Approved
*Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by
the POC and/or the Commission if necessary.
Comments
Archived
Product Manufacturer
Address/Phone/Email
Authorized Signature
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category
Subcategory
Compliance Method
Certification Agency
Validated By
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
Product Approval Method
Eastern Architectural Systems
16341 Domestic Ave.
Ft. Myers, FL 33912
(800) 432-2204 Ext 4305
easeng i neeri ng @eastern metal co m
James Flesher
easengineering@easternmetal.com
Jim Flesher
10030 Bavaria Rpad
Fort Myers, FL 33913
(800) 432-2204
jflesher@easternmetal.com
Windows
Single Hung
Certification Mark or Listing
National Accreditation & Management Institute
National Accreditation & Management Institute
5jamd—ar—d
AAMA/WDMA/CSA 101/I.S.2/A440
Method 1 Option A
Date Submitted 10/24/2020
Date Validated 10/26/2020
Date Pending FBC Approval
https://floridabuilding.org/pr/pr�_app_dtl.aspx?param=wGEVXQwtDquYPIHVa8bqMUdwStBDveKGHyH%2bg2TJg4jCePI%2bHTCEDg°/�3d%3d
YM
2011
10/29121, 8:32 AM Florida Building Code Online
Date Approved 11/03/2020
Products
FL #
22203.1
Limits t
Model, Number or Name f Description
App ed for use in HVHZ: No
proved for use outside HVHZ: Yes
mpact Resistant: No
Design Pressure: +70.0/-85.0
Other:
le Hung Window Series 176 Vinyl Single id Nan - Impact 54" x 77"
Certification Agency Certificate
FL22203 R3 C CAC NIO13483-Rl.pdf
Quality Assurance Contract Expiration Date
09/30/2024
Installation Instructions
FL22203 R3 II 08-03044 Rdf
Verified By: LUIS ROBERTO LOMAS 62514
Created by Independent Third Party: Yes
Evaluation Reports
&2203 R3 AE 51 923 pdf M-
Created by Independe y:: Yes
Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824
The State of Florida is an AA/EEO employer. Copy,L9ht 2007 -2013 State of Florida :: Privacy Statement :: Accessibility Stateme„�nt :: 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 emails
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 bere .
Product Approval Accepts:
k.h6e
aal
Credit Card
Safe
https:/lfloridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDquYPIHVa8bgMUdwStBDveKGHyH%2bg2TJg4jCePI`/`2bHTCEDg%3d%3d 2/2
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. 1 X 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 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.
REMS*NS
REV DESCRiP'nON DATE APPROVED
15. FOR FRAME ANCHORING 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 FRAME ANCHORING 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 FRAME ANCHORING 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
NANUFACTURER'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 3,192 PSI.
C. MASONRY — STRENGTH CONFORMANCE TO ASTM C-90, GRADE N, TYPE 1 (OR GREATER).
D. METAL STRUCTURE: STEEL 18GA, 33KSI OR ALUMINUM 6063—T5 1/8" THICK MINIMUM
I TABLE OF CONTENTS 1
SHEET NO.I DESCRIPTION
1 NOTES
2 ELEVATIONS
3 — 6 INSTALLATION DETAILS
SIGNED: 0410512017
iE aD�SWN OF bYSiFja3
Eastern RN E VyPPlr
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W-4??
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ew�orioaaaes
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SERIES 176 VINYL SINGLE HUNG WINDOW
= *=
NON —IMPACT — 54"x77"
t�1
NOTES`
STATE OF1�
DRAWN: DWG NO. REV
t�/�4 4OR',My�°\q'"
08 044 -
s1Ul�Ar..`t`4\\�\S
SCALE DATE S0E
NTS 02/06/17 1 OF 6
L. ROBERTO LOMASPE.
LUIS R. Lomas P.E.
1432 WOODFORD RD LEWISVILLE, NC 27023
FL N4.: 62514
434-688-0609 dlamasooldamaspe—m
FF
HE
MAX 13 1 /2FRAME WIDTH
"
6" MAX 6" MAX 6" MAX
MAX O.C.
6" MAX
T_
1
8"
MAX O.C.
I
77"
MAX
FRAME
HEIGHT
-1
6" MAX
SERIES 176 SH VINYL SINGLE HUNG WINDOW
EXTERIOR VIEW
FIN INSTALLATION
SERIES 176 SH VINYL SINGLE HUNG WINDOW
EXTERIOR VIEW
THROUGH FRAME INSTALLATION
DESIGN PRESSURE RATING IMPACT RATING
+ M 01-85. OPSF NONE
HARDWARE SCHEDULE
A (4) ASHLAND DUAL LOCKS WITH KEEPERS (D2100AL/R) AT MEETING RAIL 8 114- FROM EACH JAMB
B.
(2) CALDWELL COIL BALANCE SYSTEM (880) ONE AT EACH JAMB
C.
(2) CALDWELL TILT LATCH (20F00041)1 112- FROM EACH SASH TOP RAIL CORNER
D.
(2) CALDWELL PIVOT BAR (16Y513) ONE AT EACH END OF OPERABLE SASH BOTTOM RAIL
E.
ALUMINUM REINFORCEMENT (10300265-SH) IN FIXED MEETING RAIL
F.
I ALUMINUM REINFORCEMENT (10300266-SH) AT SASH RAILS AND STILES
REVISIONS
I REV I DESCRIPTION I DATE I APPROVED I
NOTES:
1. MAXIMUM SASH SIZE: 50 3/8" X 37 3/4".
2. MAXIMUM D.L.O.: 49 1/8" X 34 3/4'.
lAllRc
—
Ea ?Sfern
—TF
1 T
—
11 wAw_"_�kP I
SERIES 176 VINYL SINGLE HUNG WINDOW
NON —IMPACT — 54"x77"
ELEVATIONS
DRAWL DWG No. REV
V.L. 08-03044
SCALE NTS 1— 02/06/17 SHEET 2 OF 6
L. ROBERTO LOMAS P.E.
1432 WOODFORD RD LEWISVILLE, NC 27023
434-688-0609 1901@00—SPeM�
SIGNED: 0410512017
E IVg
'0 51
j,
TAT 44, zz
0 R vo.
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
1 1/4" MIN.
EMBEDMENT
/4 1 , MAX.
SHIM SPACE
#10 WOOD SCREW
INTERIOR
1 ' 1/4- MIN.
EMBEDMENT
1
1/2" MIN.
EDGE DISTANCE
#10 WOOD
SCREW
WOOD FRAMING
OR 2X BUCK
BY OTHERS
LL TO BE SET
I A BED OF
PPROVED SEALANT
1/4" MAX.
SHIM SPACE
VERTICAL CROSS SECTION
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
�REIASIONS
REV DESCRIPTION I -T, I -p-O 1
1/4- MAX
SHIM SPACE INTERIOR
BACKER ROD EXTERIOR
& APPROVED
SEALANT
JAMB INSTALLATION DETAIL
WOOD FRAMING OR 2X BUCK INSTALLATION
Y-PLY
Eastern
FTlYER5.Fl0A33 2
SERIES 176 VINYL SINGLE HUNG WINDOW
NON —IMPACT — 54"x77"
INSTALLATION DETAILS
DRAWN:I DWG NO. REV
V.L. 08-03044 —
sOAL.E NTS I DATE 02/06/17 1 sHEET 3 OF 6
L. ROBERTO LOMAS P E.
1432 WOODFORD RD LEWISVILLE, NC 27023
434-688-0609 fIf0C5)M0MaSPe —
SIGNED: 0410512017
\0jllIflIVLt111
's P'.
E 6%0 p-
40 51
TATtOF
0.
..ZORkD
Luis R. Lomas P.E.
FL No.: 62514
METAL
STRUCTURE
BY OTHERS
APPROVED
SEALANT
EXTERIOR
BACKER ROD
APPROVED
SEALANT
META
STRUCTUF
BY OTHEF
VERTICAL CROSS SECTION
METAL STRUCTURE 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
3/4" MIN
EDGE DISTANCE
1/4" MAX.
SHIM SPACE
SMS OR
DRILLING
N
INTERIOR
TO BE SET
BED OF
'ROVED SEALANT
1/4" MAX.
SHIM SPACE
REVISIONS
I Rv, I DESCRIPTION I DATE I APPROVED I
1/4" MAX.
SHIM SPACE
T_
INTERIOR
3/4" MIN.
0=0
EDGE DISTANCE
#10 SMS OR
SELF DRILLING
SCREWS
METAL
STRUCTURE
BY OTHERS
BACKER ROD
EXTERIOR
& APPROVED
SEALANT
JAMB INSTALLATION DETAIL
METAL STRUCTURE INSTALLATION
SIGNED: 0410512017
1-11-111TEc TI—SYSTE-
EqSrern E-1 I— Sy-P-1fit.L
titlttlilllJ
o
SERIES 176 VINYL SINGLE HUNG WINDOW
"
051
NON —IMPACT — 54"x77"
= p tt
INSTALLATION DETAILS
0 40z�
TAT OF -
DwG Na REV
0 R
DRAWN:
V.L. 08-03044
//// /ONAIL
ZTE NTS caTE 02/06/17 SHE- 4 OF 6
/11111fok%\
I. ROBERTO LOMAS P E
Luis R. Lomas P.E.
1432 WOODFORD RD LEWISVILLE, MC 27023
FL NO,: 62514
434-688-0609 rnomes(pirtomaspe—m
OPTIONAL 1X BUCK
SEE NOTES 3 — 7
SHEET 1
BACKER ROD
& APPROVED
SEALANT
EXTERIOR
BACKER ROD
& APPROVED
SEALANT
OPTIONAL 1X BUCK
SEE NOTE 3 — 7
SHEET 1
2 1/2" MIN.
EDGE DISTANCE
CONCRETE/MASONRY
BY OTHERS
4 1 1/4" MIN.
4 EMBEDMENT
1/4" MAX.
SHIM SPACE
3/16" TAPCON
INTERIOR
SILL TO BE SET
IN A BED OF
APPROVED SEALANT
1/4" MAX.
F SHIM SPACE
4 14
— CONCRETE/ MASONRY
VERTICAL CROSS SECTION BY OTHERS
Z�O_NCRETEIMASONRY INSTALLATION
I REIASIONS
REv I DESCRIPTION DATE kPPROVED
-1
1 1/4" MIN.
EMBEDMENT
CONCRETE/MASONRY
CONCRETE/MASONRY
S
BY OTHERS
1/4- MAX.
OPTIONAL IX BUCK
SHIM SPACE
SEE NOTES 3 — 7
SHEET I
3/16- TAPCON
INTERIOR
F_1=0
L21_1
2 1/2-
MIN.
EDGE
DISTANCE
I—
EXTERIOR
BACKER ROD
& APPROVED
SEALANT
JAMB INSTALLATION DETAIL
CONCRETE/MASONRY 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
11-A—,1-
_,slo'N of
Eastern —TERN — SY—Y
F111-1111
ri
SERIES 176 VINYL SINGLE HUNG WINDOW
NON —IMPACT — 54"x77"
INSTALLATION DETAILS
DRAWN: 7__ _NO.
V,L. 1 08-03044
;cAE NTS I DATE 02/06/17 1 SHEET 5 OF 6
L ROBERTO LOMAS P. E.
1432 WOODFORD RD LEWISVILLE, NC 27023
434-688-0609 fil0maSCairt0masp - M
SIGNED: 0410512017
P, L 0
0
rb ccz
TAT ;OF
fr
REV
REV OROV"
Luis R. Lomas P.E.
FL NO.: 62514
APPROVED
SEALANT
BEHIND FIN
# 10 WOOD
SCREW
1/2" MI'.
EDGE DISTA
1/2" MIN
EDGE DISTANCE
# 10 WOOD
SCREW
APPROVED
SEALANT
BEHIND FIN
INTERIOR
cmocvmcrvl
VERTICAL CROSS SECTION
WOOD FRAMING OR 2X BUCK INSTALLATION
WOOD
FRAMING
BY OTHERS
1/4" MAX.
SHIM SPACE
REVISIONS
I REV I DESCRIPTION I DATE I APPROVED I
WOOD FRAMING 1/4- MAX
BY OTHERS SHIM SPACE
INTERIOR
1 1/4- C
c
MIN. ID
EMBEDMENT IOU
#10 WOOD
SCREW
APPROVED MIN Q
EXTERIOR
SEALANT EDGE DISTANCE
BEHIND FIN
JAMB INSTALLATION DETAIL
WOOD FRAMING OR 2X BUCK INSTALLATION
NOTES:
I- INTERIOR AND EXTERIOR FINISHES, BY OTHERS,
1/4- MAX
NOT SHOWN FOR CLARaY.
SHIM SPACE
2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE
DESIGNED IN ACCORDANCE WITH ASTM E2112
WOOD
Eastern
16341 I-LST-E
FRAMING
BY OTHERS
SERIES 176 VINYL SINGLE HUNG WINDOW
NON —IMPACT — 54"x77"
INSTALLATION DETAILS
DRAWN:
DWG NO.
REV
V.L.
08-03044
SCALE NTS I —' 02/06/17 ISH-6 OF 6
I. ROBERTO LOMAS RE.
1432 WOODFORD RD LEWISVILLE, NC 27023
434-688-0609 r1lomas(pirlomaspe—
SIGNED: 0410512017
\0kIIlII0j/j/
f51
04.
Luis R. Lomas P.E.
FL No.: 62514
Ad'
Product Approval bpr 4 USER: Public user
Product
qq ctApproval Men� > Product or Applicationeaf h > Application > Application Detail
FL #
Application Type
Code Version
Application Status
Comments
Archived
Product Manufacturer
Address/Phone/Email
Authorized Signature
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category
Subcategory
Compliance Method
Certification Agency
Validated By
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
FL22201-R3
Revision
2020
Approved
*Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by
the POC and/or the Commission if necessary.
Eastern Architectural Systems
16341 Domestic Ave.
Ft. Myers, FL 33912
(800) 432-2204 Ext 4305
easengineering@easternmetal-com
James Flesher
easengineering@easternmetal.com
Jim Flesher
10030 Bavaria Rpad
Fort Myers, FL 33913
(800) 432-2204
jflesher@easternmetal.com
Windows
Horizontal Slider
Certification Mark or Listing
National Accreditation & Management Institute
National Accreditation & Management Institute
Standard
AAMA/WDMA/CSA 101/I.S.2/A440
Method 1 Option A
10/24/2020
10/26/2020
Ye
2011
https://floridabuilding.org/pr/pr�_app—dti,aspx?param=wGEVXQwtDquYPIHVa8bqMSJU9usHxpwi2jUMkWSlf%2bWFPDQOIuBE9g`/`3d`/`3d 1/2
11/15/21, 4:48 PM
Florida Building Code Online
Date Approved 11/03/2020
ummar Products
__._. _ .. _._
FL # Model,Number or Name Descri P tion
22201.1 Series 176 HR Vinyl Horizontal Slider Series 176 HR Vinyl Horizontal Slider Window - Non Impact 74"
Window I x 63"
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: +70.0/-70.0
Other:
Certification Agency Certificate
FL22201 R3 C CAC NI013482.04-R2.pdf
Quality Assurance Contract Expiration Date
09/30/2024
Installation Instructions
FL22201 R3 II 08-03045 pdf
Verified By: LUIS ROBERTO LOMAS 62514
Created by Independent Third Party: Yes
Evaluation Reports
FL22201 R3 AE 513924,pdf
Created by Independent Third Party: Yes
22201.2 Seryees # F -3w-3 Vinyl Series 176 HRP 3-3- IPt F tal Slider Window Non -
lorizontal Slider Window Impact 111" x 63" '^ ��
k
ts se
oved foruse in HVHZ: No
roved for use outside HVHZ: Yes
act Resistant: No
Design Pressure: N/A
,Other: REFER TO INSTALLATION DRAWING
22201.3 Series 176 HRP 4-2-4 Vinyl
Horizontal Slider Window
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: N/A
Other: REFER TO INSTALLATION DRAWING
Certification Agency Certificate
F,L 2L. 2 R3 C CAG NI013482 01-R1 pdf
FL22201 R3 C CAC NI013482-R1.pdf
Quality Assurance Contract Expiration Date
09/30/2024
Installation Instructions
FL22201 R3 II 08-03046 RQf
Verified By: LUIS ROBERTO LOMAS 62514
Created by Independent Third Party: Yes
Evaluation Reports
FL�?201 R3 AE 513925.pdf
Created by Indepen fvrrd arty: Yes
Series 176 HRP 4-2-4 Vinyl Horizontal Slider Window Non -
Impact III x 63"
Certification Agency Certificate
EL22201 R3 C CAC NI013482.02-R2.pdf
FL22Z01 R3 C CAC NI013482 03-R2 pdf
Quality Assurance Contract Expiration Date
09/30/2024
Installation Instructions
FL22201 R3 II 08-03047.p4f
Verified By: LUIS ROBERTO LOMAS 62514
Created by Independent Third Party: Yes
Evaluation Reports
FL22201 R3 AE 513926.1?df
Created by Independent Third Party: Yes
Lontact Us :: 62 OS 61�,ii Stone Road, Tallahassee Ff 32399 Phone 8�4-487 18 -24
The State of Florida is an AA/EEO employee CRYright 2007-2013 State of Florida :: Priv y 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 emails
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:
2 W et;itA€Fi
https://floridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDquYPIHVa8bgMSJU9usHxpwi2jUMkWSlf°/a2bWFPDQOIu6E9g%3d%3d 2/2
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 REQUIRE 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.
TABLE OF CONTENTS
SHEET NO.T DESCRIPTION
NOTES
2 — 3 1 ELEVATIONS
4 — TT INSTALLATION
REVISIONS
REV DESCRIPTION DATE I APPROVED
15. FOR FRAME ANCHORING INTO WOOD FRAMING OR 2X BUCK USE #12 WOOD SCREWS WITH
SUFFICIENT LENGTH TO ACHIEVE A 1 3/8" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE
ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.
16. FOR FRAME ANCHORING INTO MASONRY/CONCRETE USE 1/4" 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 FRAME ANCHORING INTO METAL STRUCTURE USE #12 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 3,192 PSI,
C. MASONRY — STRENGTH CONFORMANCE TO ASTM C-90, GRADE N, TYPE 1 (OR GREATER).
D. METAL STRUCTURE: STEEL 18GA, 33KSI OR ALUMINUM 6063—T5 1/8" THICK MINIMUM
SIGNED: 0410512017
`1R re�slm.+s
S�t� E 1L //Q
A ORIXJIA31�it1
ti�
!� p� 't4
.M�,,,•PVC,ENgvr�i
80O,-,.F
SERIES 176 HRP 3-3-3 VINYL HORIZONTAL SLIDER WINDOW
NON — IMPACT 111" X 63"
= *' 0 51 =
= p �
NOTES
s,® TAT OFo
.Qz
�
O RICS.\''4.",: •'
SCALE NTS DATE 02/17/16 -- 1 .,, OF 6
I. ROBERTO LOADS P.E
Luis R. Lomas P.E.
1432 WOODFORD RD LEWISVILLE, NC 27023
FL No.: 62514
434-688-0609 d10mas@IrI 1 SPe.COm
6" MAX
6" MAX
T-
24"
MAX O.C.
63"
MAX
FRAME
HEIGHT
1--�6- MAX
Ill" MAX FRAME WIDTH
14 1,2"
�C MAX O.C.
SERIES 176 SS VINYL HORIZONTAL SLIDING WINDOW
EXTERIOR VIEW
FIN INSTALLATION
DESIGN PRESSURE RATING IMPACT RATING
+55PSF f!!IE
NOTES:
1, MAXIMUM SASH SIZE: 36 7/8" X 60 9/16".
2. MAXIMUM D.L.O.: 33 5/8" X 57 1/16".
HARDWARE SCHEDULE
A
(2) ASHLAND DUALLOCKS WITH KEEPERS (D21 OOALIR) AT SASH TOP AND BOTTOM RAIL 5 3/4- FROM CORNER
B.
(2) ROLLER HOUSINGS AT EACH CORNER OF SASH BOTTOM RAILS.
C.
(l) ALUMINUM REINFORCEMENT (10300265) IN FIXED MEETING RAILS
D.
(5) ALUMINUM REINFORCEMENT (10300266) IN SASH RAILS AND STILES
6" MAX
REVISIONS
I REV I DESCRIP'nON I DATE I APPROVED I
1 11 " MAX FRAME WIDTH
6" MAX 7" MAX O.C.
LI ----- - I -------- ---------- --- - ---
6"
MAX
1011
MAX O.C.
63" T-
MAX
FRAME
HEIGHT
1>
SERIES 176 SS VINYL HORIZONTAL SLIDING WINDOW
EXTERIOR VIEW
FLANGE INSTALLATION
DESIGN PRESSURE RATING IMPACT RATING
-70,01-80.OPSF NONE
SIGNED: 0410512017
A N-1. .1
aoeEaStern —AL SYPPLY
N,?
*:;40 1
SERIES 176
HRP 3-3-3 VINYL HORIZONTAL SLIDER WINDOW
NON - IMPACT 111" X 63"
ELEVATIONS
TFAT� 0 •�F"44,
0.
"- �'4 MDt
DRAWN:
V.L.
DWG NO.
08-03046
REV
scA'f NTS
I DATE 02/17/16 1 SHEET 2 OF_6
L ROBERTO LOMAS P.E.
1432 WOODFORD RD LEWISVILLE, NC 27023
434-688-0609 HIO—@00maSPe cGM
Luis R. Lomas P.E.
FL No.: 62514
1/2" MIN.
EDGE DISTANCE
WOOD FRAMING
OR 2X BUCK
BY OTHERS
1 3/B" MIN.
EMBEDMENT
BACKER ROD
APPROVED
1/4" MAX.
&
SEALANT
SHIM SPACE
#12 WOOD SCREW
EXTERIOR
INTERIOR
#12 WOOD
SCREW
BACKER ROD
1/4- MAX.
& APPROVED
SEALANT
SHIM SPACE
WOOD FRAMING
Q
1 3/8- MIN.
OR 2X BUCK
EMBEDMENT
BY OTHERS
1/2" MIN.
EDGE DISTANCE
VERTICAL CROSS SECTION
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 3/8" MIN.
EMBEDMENT
1
1/2- MIN.
EDGE DISTANCE
#12 WOOD
SCREW
WOOD FRAMING
OR 2X BUCK
BY OTHERS
REVISIONS
I REV I DESCRIPTION I DATE I APPROVED I
r1/4" MAX,
SHIM SPACE
BACKER ROD EXTERIOR
& APPROVED
SEALANT
JAMB INSTALLATION DETAIL
WOOD FRAMING OR 2X BUCK INSTALLATION
SIGNED: 0410512017
EaSte rn
-11
P, - L d
E N
3ERIES 176 HRP 3-3 -3 VINYL HORIZONTAL SLIDER WINDOW
NON - IMPACT Ili" X 63"
DETAILS
of:
��13 TAT OF
INSTALLATION
0,
DRAWN:
DWG NO
REV
�;r
'
08-0-046
SCALE DAIE
NTS/3 OF 6
L. ROBERTO LOMAS P.E.
Luis R. Lomas P.E.
1432 WOODFORD RD LEWISVtLLE, NC 27023
FL No.: 62514
434-688-0609 dlomasC@lrlomaspe.com
--
METAL
STRUCTURE
BY OTHERS
APPROVED
SEALANT
EXTERIOR
BACKER ROD
& APPROVED
SEALANT
METE
STRUCTUF
BY OTHEF
3/4" MIN.
EDGE DISTANCE
VERTICAL CROSS SECTION
METAL STRUCTURE INSTALLATION
NOTES:
I. 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
3/4- MIN
EDGE DISTANCE
1/4" MAX.
SHIM SPACE
SMS OR
DRILLING
N
SMS OR
F DRILLING
!EW
1/4- MAX.
SHIM SPACE
REVISIONS
I RPv I DESCRIPTION I DATE I APPROVED I
1/4" MAX.
T__ FSHIM SPACE -INTERIOR
3/4" MIN.
EDGE DISTANCE rePw
#12 SMS OR
SELF DRILLING
SCREWS
METAL
STRUCTURE
BY OTHERS
EXTERIOR
BACKER ROD
APPROVED JAMB INSTALLATION DETAIL
SEALANT METAL STRUCTURE INSTALLATION
SIGNED: 0410512017
E,?Sferff T -. so �s
$1,R 122.
\rENg
0
SERIES 176 HRP 3-3-3 VINYL HORIZONTAL SLIDER WINDOW4
NON - IMPACT 111" X 63"
1
= -v j,
INSTALLATION DETAILS
TAT
DRAWN: —F
V.L.
—
. -o
08-03046
I REV
scnE NTS JDATE 02/17/16 11HEET4 OF 6
L. ROBERTO LOMAS RE.
1432 WOODFORD RD LEWISVILLE, NC 27023
434-688-0609 -m—
Luis R. Lomas P.E.
FL NO.: 62514
yI2 1/2" MIN.
EDGE DISTANCE
OPTIONAL 1X BUCK
SEE NOTES 3 - 7
SHEET 1
BACKER ROD
& APPROVED
SEALANT
EXTERIOR
CONCRETE/MASONRY
BY OTHERS
4 % 1 1/4" MIN.
14, EMBEDMENT
1/4" MAX.
SHIM
SPACE
IM SPACE
1/4" TAPCON
INTERIOR
BACKER ROD
& APPROVED
SEALANT
1/4" TAPCON
1/4" MAX.
BUCK
IX B
B X I
OPTIONAL UCK
SHIM SPACE
SEE NOTE 3 - 7
SHEET 1
1 1/4" MIN.
EMBEDMENT
2 1/2" MIN.
EDGE DISTANCE
VERTICAL CROSS SECTION
CONCRETEIMASONRYINSTALLATION
1
El
CONCRETE/MASOI,
BY OTHE
OPTIONAL 1X BL
SEE NOTES 3 -
SHEE
1/4" TAPC
2
E
DIS,
REVISIONS
I P- I DESCRIPTION I DATE I APPROVED I
& APPROVED JAMB INSTALLATION DETAIL
SEALANT CONCRETEIMASONRYINSTALLATION
CONCRETE/MASONRY
BY OTHERS
NOTES:
I, 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
SIGNED: 0410512017
Eastern
L o
N'S
F— "I
SERIES 176 HRP 3-3-3 VINYL HORIZONTAL SLIDER WINDOW
51
`�INSTALLATION �01`
NON - IMPACT ill" X 63"
' IMPACT7' o"
DETAILS
:;-A �aAT '-,4oz�
DWG NO.
REV
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OR%'Dl�
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08-03046
Ag
SHEET
7�
//;//o/0NAC�: �\\\
1
NTS DATE. 5
/16 02/17 OF 6
0 L MA, P.E.L, ROBERTO LOMAS
R
Luis R. Lomas P.E.
, ),
1432 WOODFORD RD LEWISVILLE, NC 27023
FL No.: 62514
434-688-0609 rfl0—S@fr)0—Pe W'
APPROVED
SEALANT
BEHIND FIN
#10 WOOD
SCREW
7/16" M
EDGE DISTA
EXTERIOR
7/16" MIN
EDGE DISTANCE
#10 WOOD
SCREW
APPROVED
SEALANT
BEHIND FIN
VERTICAL CROSS SECTION
WOOD FRAMING OR 2X BUCK INSTALLATION
WOOD
FRAMING
BY OTHERS
1/4" MAX.
SHIM SPACE
vvuvu rm/vMHN
BY OTHER
EMBE
#10 We
Scp
APPROVE
SEALANT
BEHIND FIN
1/4- MAX
SHIM SPACE
WOOD
FRAMING
BY OTHERS
I 1 1/4" MAX
(—
EDGE DISTANCE
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
REVISIONS
I PIv I DESCRIPTION I DATE I APPROVED I
JAMB INSTALLATION DETAIL
WOOD FRAMING OR 2X BUCK INSTALLATION
SIGNED: 0410512017
Stern
SERIES 176 HRP 3-3-3 VINYL HORIZONTAL SLIDER WINDOW
51
NON - IMPACT 111 " X 63"
DETAILS
06
TAT :Z7
INSTALLATION
10 0 F 40
f.
0
DRAWN
NO.
REV
�-
ZORM't`
VL.
7c7'
08-03046
SHEET
0/011H1O
NITS I DATE 02/17/16 1 6 OF 6
L. ROBERTO LOMAS PE.
1432 WOODFORD RD LEWISVILLE, NC 27023
I
Luis R. Lomas P.E.
FL No.: 62514
434-688-0609 rIfomas@frlomaspe—m