HomeMy WebLinkAbout24-7546Zephyr , hills
City of Zephyrhilis
5335 Eighth Street \
phyrhills, FL 3354
Phone; (13) 7 0-00 0
Fax: ( 13) 750-00 1 Issue Date: o /tz 4
"Warning to owner: Your failure to record a Notice of commencement`r y result in your paying twico for
improvements your property. If you intend to obtain financing, consult with your leader or an aftorney
before recording your notice of r nrnent,"
813-78"020 City of Zephyrhills Permit Application Fax-813-780-0021
Building Department
MONICA WATSON
Date Received 1/8(2024 11135
Phone Contact for Permitting 1( 813 ) 269 -- 9965
a 1 4 a 57"W-Wir
Owner's Name DENNISCOFFIRIEN Owner Phone Number 813-862-6065
Owner's Address 38827 SOUTH AVE, ZEPHYRHILLS, Ft 33542 Owner Phone Number
Fee Simple Titleholder Name Owner Phone Number
Fee Simple Titleholder Address
JOB ADDRESS 38827 SCYUTH AVE, ZERHYRNILLS, FL 335b2 LOT #
SUBDIVISION CITY QF ZEPFIYRNILLS PARCEL
(ORTAiNFO FROM PROPERTY TAX NOTICE)
WORK PROPOSED NEW CONSTR ADWALT SIGN DEMOLISH
INSTALL REPAIR
PROPOSED USE SFR COMM OTHER
TYPE OF CONSTRUCTION BLOCK FRAME STEEL
DESCRIPTOR OF WORK
BUILDING SIZE SO FOOTAGE HEIGHT
9CCA tit -EakiLIE illit cacUtItkto we t4it4c,
=BUILDING VALUATION OF TOTAL CONSTRUCTION
=ELECTRICAL 1$ AMP SERVICE PROGRESS ENERGY o W. R, E. C,
=PLUMBING E= 3oll1
=MECHANICAL E== VALUATION OF MECHANICAL INSTALLATION
=GAS ROOFING [7] SPECIALTY = OTHER
BUILDER COMPANY LOWES HOME CENTERS / PETER ANTHONY CAFARO III
SIGNATURE RM$TERED Y/N FEE CURREN Y/N
Address License
ELECTRICIAN COMPANY
SIGNATURE REGISTERED
Address License
PLUMBER COMPANY
SIGNATURE REGISTERFO
Address License #
MECHANICAL COMPANY
SIGNATURE E..= REGISTERED
Address License #
OTHER COMPANY
SIGNATURE E=== REMST6RED
Address License
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/ Sift Fence installed,
Sanitary Facilities & 1 dumpster; Site Work Permit for subdivisions/large projects
COMMERCIAL Attach (2) complete sets of Building Plans plus a Life Safety Page; (1) set of Energy Forms. R,O-W Permit for new construction.
Minimum ten (10) working days after submittal date. Required onsite, Construction Plans, Stormwater Plans w/ Silt Fence installed,
Sanitary Facilities & I dumpster, Site Work Permit for all new projects. All commercial requirements must meet compliance
SIGN PERMIT Attach l2) sets of Engineered Plans,
PROPERTY SURVEY required for ail NEW construction,
Directions:
Fill out application completely.
Owner & Contractor sign back of application, notarized
If over $2500, a Notice of Commencement Is required, (A/C upgrades over $7500)
.. Agent (for the contractor) or Power of Attorney (for the owner) would be someone with notarized letter from owner authorizing same
OVER THE COUNTER PERMITTING (copy of contract required)
Reroofs if shingles Sewers Service Upgrades A/C Fences (Plot/Survey/Footage)
Driveways -Not over Counter if on public roadways -needs ROW
813-780,0020 City of Zaphyrflills Permit Application Fax-813-780-0021
Building Department
N0710E 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. It 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- 80W
Furthermore. If the owner has hired a contractor or contractors, he is advised to have the contractor(s) sign portions of the 'contractor Block" of this
application for which they will be responsible. If you, as the owner sign as the contractor, that may be an indication that he is not properly licensed and is
not entitled to permitting privileges in Pasco County.
TRANSPORTATION IMPACTIUTILITIES IMPACT AND RESOURCE RECOVERY FEES: The undersigned understands
that Transportation Impact Fees and Recourse Recovery Fees may apply to the construction of new buildings, change of use in existing buildings, or
expansion of existing buildings, as specified in Pasco County Ordinance number 89-07 and 90-07, as amended. The undersigned also understands, that
such fees, as may be due, will be identified at the time of permitting. It is further understood that Transportation Impact Fees and Resource Recovery
Fees must be paid prior to receiving a "certificate of occupancy" or final power release. If the project does not involve a certificate of occupancy or final
power release, the fees must be paid prior to permit issuance. Furthermore, if Pasco County Water/Sewer Impact fees are due, they must be paid prior
to permit issuance in accordance with applicable Pasco County ordinances.
CONSTRUCTION LIEN LAW (Chapter 713, Florida Statutes, as amended): If valuation of work is $2,500.0D or more, I certify that 1, the applicant,
have been pro videdwith a copy of the "Florida Construction Lien taw —Homeowner's Protection Guide" prepared by the Florida Department of
Agriculture and Consumer Affairs, If the applicant is someone other than the "owner", I earth 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'StOWNER'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 W
Department of Environmental Protection -Cypress Bayheads, Wetland Areas and Environmentally Sensitive
Lands, Water/Wastewater Treatment,
Southwest Florida Water Management District -Wells, Cypress Bayheads, Wetland Areas, Altering
Watercourses.
Army Corps of Engineers -Seawalls, Docks, Navigable Waterways.
Department of Health & Rehabilitative Services/Environmental Health Unit -Wells, Wastewater Treatment,
Septic Tanks,
US Environmental Protection Agency -Asbestos abatement.
Federal Aviation Authority -Runways.
I understand that the following restrictions apply to the use of fill:
Use of fill is not allowed in Flood Zone "V'unless expressly permitted.
If the fill material is to be used in Flood Zone "A", it is understood that a drainage plan addressing a
compensating volume" will be submitted at time of permitting which is prepared by a professional engineer
licensed by the State of Florida.
If the fill material is to be used in Flood Zone "A' in connection with a permitted building using stem wall
construction, I certify that fill will be used only to fill the area within the stem wall.
If fill material is to be used in any area, I certify that use of such fill will not adversely affect adjacent
properties. If use of fill is found to adversely affect adjacent properties, the owner may be cited for violating
the conditions of the building permit issued under the attached permit application, for lots less than one (1)
acre which are elevated by fill, an engineered drainage plan is required.
if I am the AGENT FOR THE OWNER, I promise in good faith to inform the owner ofthe permitting conditions set forth in this affidavit poor 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 vvriting, from the Building Official for a period not to
exceed ninety (90) days and will demonstrate justifiable cause for the extension, If work ceases for ninety (90) consecutive days, the job is considered
abandoned.
OWNER OR AGENTCONTRACTOR
Subscribed and swam to (or affirmed) before me this Sus dswam t affirm ) before t
by
Who is/are personally known to me or has/have produced personally k a or h have produced
as identification, ideNtfication.
Public
Commission No Commission
Name of Notary typed, printed or —stamped
Public
persominturnkr.
Tax Folio No,
Tt, ttmdrrstilaod herviry filts Win that Imprwwwraft will be made to canals nW prWrity, and in arrordsiftewith lin-111" 713LI$ of for
rin,let. FlarvieL 0* Ntlemioll Inkminlon Is prow Wed III flit NOTWE OF COMMENCLMENT.
I Le l DcScriptiom oflaimpetly(si" afteurectund): LeaS 17,18 & 19 BLOCK 214. 38827 SOUTH AVE
2. desavaoft or imilortivesiventv WINDOW REPLACEMENT
3a, Owner Na"W.
Owners s
3b, Owncr** Interest isti site: OW
30. Fee Sims*Talc boldcr(ofolher than owner)
Address`
ai, contracusr Name
Address: Phone:
5, Surety Namir, Ansix" of bond:
Address` phmw
6, Lender Name: contact:
Ad*cw Phone:
7. Pason within the State of Florida ticsignated by owner Won whom notices or other documents may be served as provided by
Section 7 1133(1)(2)7, Florida Statutes.
fudAAddress:
phone Number
8, In addiiiim to himself. Owner designates Ike baltowirl; incrsom to receive a copy of the Lienor's Stmict as provied in Sechon
Nam; address:
mom Number
9. Expiration dote of Notice orCoinin.-Acemient lexpinitiom date is one (1) year flem date of recoreling unless a different date is
sitecillcol).
WARN ING TO OWNERi ANY Pok"IENTS MADE OTTRIE OWNER AfTER Tilt 1EXPIKATION OFTHE NOTICE Of CONIMENCEs,11EIN-F ARE
CIMSIOCRED IMPROPER PAYMANTI; VNOERCHAPTCK I t"ART L SECTION TWO, FLORIDA STATVTM AND CAN RZSVLT IN VOVR
PAYINC TWICE FOR INIPROVINICI-73 TO VOVR PAMEArY, A NOTICE Of COMNffJ4CC4V%7 MUST OE RECORDED AND PWTED ON TIIE
IF I cup IWEND TO OAT'UN ITNANCINQ CONSULT WITH YOUR LENDER ORAN ATTIDOWEY
ORRCCO*U),%iCVOVRNOTtCE"CID�%1*.lENCEr-IEN'T.
Public Stilto o1flor"idef
�
I, Lessees =W. or 4L.-Z -.I.
Sigrulloty*s TilIvOirwit
STATE OF FLORIDA
COUNITY OF 11"LLSIROROUGH Lj
The forellains intanonvin was acimawicato IN(we me Ili,$
by DENNIS COFFREN OWNER
Porkmailly Kitown —Olk Prodocod hhmukvt-7�
Type of Pm*,tw Fit- I P
Page I of 3
41 Pella
S Reliabilt 130
"PAVING Other
PSE Pricing Worksheet - Windows
(Complete and Fax to Installer)
CusLonnwr Store:
Phone (horne): Phone (cell): Phone (other):
Instoll
Directions:
1. Draw the walls where windows are being replaced and label them front, back, L side or R side
(as seen from the street)
2Draw the windows that are being replaced on each wall drawing
3. Place a capital letter beside each window in the drawing. Windows with the same dimensions
will have the same letter. Complete the information on the next page using the corresponding
letter,
C I
t1113
FLORIDA SERVICES SOLUTIONS INSTALLED SALES CONTRACT
LOWE'S AUTHORIZED REPRESENTATIVE SALES ID DATE CUSTOMER NAME
Laurence Izzo 1542164 11128/2023 Dennis Coffren
STORE NO. STREETADDRESS
1854 7921 GALL BOULEVARD
CITY STATE
ZEPHYRHILLS FLORIDA
TELEPHONE.
(813)838-9000
EMAIL
lan.izzo@lowes.com
STREETADDRESS
38827 South Ave
ZIP CITY
33541.4319 Zephyrinifls
TELEPHONE
8138626065
EMAIL
dcoffren@gmail com
LOWE'S CONTRACTOR LICENSE 4 LOWE'S REPRESENTATIVE LICENSE 9 CREDITIDFBfT CHECK
CGC1508417 (Certified GC),
CGC1531687 (Certified CC), n/a
CCC1326824 (Certified Roofing
Contractor) and *5990 (Valparaiso)
STATE
Florida
LCC CARD
ZIP
33542
GIFT CARD
This is only a quote for the merchandise and services printed below. This becomes an agreement upon payment and issuance of a
Lowe's receipt, upon pay-ment, the entire agreement, including the specifically completed pages of this document, the Terms and
Conditions included with this document and any other addenda and attachments hereto, shall be referred to herein as this "Contract."
PLEASE READ THIS ENTIRE DOCUMENT, INCLUDING THE "NOTICES," "TERMS AND CONDITIONS," AND "ADDENDUM"
CONTAINED WITHIN THIS CONTRACT ON THE FOLLOWING PAGES BEFORE SIGNING.
INSTALLATION STREET ADDRESS CITY STATE ZIP
38827 South Ave Zephyrhills Florida 33542
MERCHANDISE AND INSTALLATION SUMMARY: (LE. ITEM NUMBERS, COLORS, DIMENSIONS, CONSIDERATIONS):
Product
Lowes will install 5 Reliabilt 130 Series white vinyl windows. Large double window will be changed to a picture window.
All other windows are single -hangs. Lowes will install two Pella single -hung bathroom windows. All windows will have
Low- E and Argon gas. Bathroom windows will have obscure glass. Windows facing street will have grids between the
glass. Permit included.
anticipated to be 01/31/24 Estimated citimpletion date is 02/29/24
J'
7 . . ....
Z
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Product Approval
db'r (A USER: Public User
P
> > �Qpj > Application Detail
A411 FL # FL20471-RI6
Application Type Affirmation
Code Version 2023
Application Status Approved
Product Manufacturer
Address/Phone/Email
Authorized Signature
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Nmml�
Certification Agency
Validated By
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
Atrium Windows & Doors
300 Welcome Center Blvd.
Welcome, NC 27374
(800) 542-91 IS Ext 413596
luanne,harris@cornerstone-bb.com
Harris Luanne
luanne.harris@cornerstone-bb.com
Luanne Harris
300 Welcome Center Blvd.
Welcome NC 24374
(800) 542-9118 Ext 413596
luanne.harris@cornerstone-bb.com
M.
National Accreditation & Management Institute
National Accreditation & Management Institute
514—ndard
AAMA 450
AAMA/WDMA/CSA 101/LS.2/A440
AAMA/WDMA/CSA 101/1,S.2/A440
AAMA/WDMA/CSA I0I/I.S.2/A440
xgp—r
2010
2011
2008
2017
I affirm that there are no changes in the new Florida Building
Code which affect my product(s) and my product(s) are in
compliance with the new Florida Building Code.
Documentation from approved Evaluation or Validation Entity
Yes No N/A
Date Submitted
Date Validated
Date Pending FBC Approval
Efate Approved
Method 1 Option A
12/18/2023
12/18/2023
12/30/2023
;�flYmma roducts
FL # Model, Number or Name
Description
2071.1 Series 120/130
Picture window
Limits of Use
Certification A
Approved for use in HVHZe No
E.L29AZ1_Rl�
Approved for use outside I• VHZ. Yes
FLZQAZ Rlb-
Im act Resistant., No
EiNAZI—RIL
[Design Pressure: N/A
FL2047S R1§
Other; See Installation Instructions drawing for product
EL2.44ZL._RjjL
sizes, installation requirements and limits of use.
Quality Assur.
07/31/202S
Installation
Ve ' By: Hermes Norero 73778
rented by Independent Third Party: Yes
Evaluation Reports
Off
Created Created by Independent Third Party: Yes
INSTALLATION NOTES:
1. ONE (1) INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN.
2. THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS THE MINIMUM NUMBER OF
ANCHORS TO BE USED FOR PRODUCT INSTALLATION OF THE MAXIMUM SIZE LISTED.
3. INSTALL INDIVIDUAL. INSTALLATION ANCHORS WITHIN A TOLERANCE Of 3112 INCH OF
THE DEPICTED LOCATION IN THE ANCHOR LAYOUT DETAIL LEE., WITHOUT
CONSIDERATION OF TOLERANCES). TOLERANCES ARE NOT CUMULATIVE FROM ONE
INSTALLATION ANCHOR TO THE NEXT.
4, SHIM AS REQUIRED TO ACHIEVE A PLUMB AND LEVEL INSTALLATION WITH LOAD
BEARING SHIM(SL. LOCATE SHIMS ADJACENT TO ANCHORS WHEN USING THROUGH
FRAME INSTALLATION. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4 INCH. SHIM
WHERE SPACE OF 1/16 INCH OR GREATER OCCURS, SHIM(S) SHALL BE CONSTRUCTED
OF HIGH DENSITY PLASTIC OR BETTER.
5. THROUGH FRAME: FOR INSTALLATION INTO WOOD FRAMING USE #10 WOOD
SCREWS THROUGH THE FRAME OF SUFFICIENT LENGTH TO ACHIEVE 1 1J2" MINIMUM
EMBEDMENT INTO WOOD SUBSTRATE. SCREWS SHOULD BE INSTALLED WITH A
MINIMUM OF 3J4` EDGE DISTANCE IN WOOD.
6. THROUGH FRAME: FOR INSTALLATION INTO METAL STUD OR APPROVED MULLION
USE #10 SELF -DRILLING SCREWS THROUGH THE FRAME OF SUFFICIENT LENGTH TO
ACHIEVE A MINIMUM Of 3 THREADS PENETRATION BEYOND METAL FRAME
SUBSTRATE. SCREWS SHOULD BE INSTALLED WITH A MINIMUM OF 314" EDGE
DISTANCE IN METAL.
7. THROUGH FRAME: FOR INSTALLATION INTO CONCRETE/MASONRY USE 3/16" € EW
TAPCON SCREWS THROUGH THE FRAME OF SUFFICIENT LENGTH TO ACHIEVE 1 112"
MINIMUM EMBEDMENT INTO WOOD SUBSTRATE, SCREWS SHOULD BE INSTAL LED
WITH A MINIMUM OF 2 112" EDGE DISTANCE IN CONCRETEIMASONRY.
8, THROUGH FIN: FOR INSTALLATION INTO WOOD FRAMING USE #8 WOOD SCREWS_
THROUGH THE FIN OF SUFFICIENT LENGTH TO ACHIEVE 1 112 INCH MINIMUM
EMBEDMENT INTO WOOD SUBSTRATE. SCREWS SHOULD BE INSTALLED WITH A
MINIMUM OF 1/2" EDGE DISTANCE IN WOOD.
9. THROUGH FIN: FOR INSTALLATION INTO METAL STUD OR APPROVED MULLION USE
#B SELF TAPPING SCREWS THROUGH THE FIN OF SUFFICIENT LENGTH TO ACHIEVE A
MINIMUM OF 3 THREADS PENETRATION BEYOND METAL FRAME SUBSTRATE. SCREWS
SHOULD BE INSTALLED WITH A MINIMUM OF 1J2" EDGE DISTANCE IN METAL.
16, 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 BY
THE ANCHOR MANUFACTURER, MINIMUM EMBEDMENT AND EDGE DISTANCE
EXCLUDE WALL FINISHES, INCLUDING BUT NOT LIMITED 10 STUCCO, FOAM, BRICK
VENEER, AND SIDING.
ll. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON
SUBSTRATE MATERIALS WITH THE FOLLOWING PROPERTIES:
A. WOOD - MINIMUM SPECIFIC GRAVITY OF 055.
B. STEEL - MINIMUM YIELD STRENGTH OF 33 KSL MINIMUM 18 GA. WALL THICKNESS.
C. ALUMINUM - MINIMUM ALLOY 6063-TS, MIN. WALL THICKNESS OF 1/16" (D.D625"j.
D. CONCRETE - MINIMUM COMPRESSIVE STRENGTH Of 3000 PSI
E. CMU - UNIT STRENGTH CONFORMS TO ASTM C-90 WITH MINIMUM COMPRESSIVE
STRENGTH OF 2000 PSI
WINDOWSERIES 1201130
VINYL FIXED
(NON HVHZ)(NON IMPACT)
GENERAL NOTES:
1. THE PRODUCT SHOWN HEREIN 6 DESIGNED AND MANUFACTURED
TO COMPLY WITH THE CURRENT FLORIDA BUILDING CODE (FBC),
EXCLUDING HVHZ AND HAS BEEN EVALUATED ACCORDING TO THE
FOLLOWING:
o AAMA/WOMA%CSA 1D1/I.S-2JA44CT-11
2. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY
AND 2X FRAMING AS A MAIN WIND FORCE RESISTING SYSTEM
CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED
PRODUCT LOADS TO THE FOUNDATION IS THE RESPONSIBILITY OF
THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF
INSTALLATION.
3. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED AND
ANCHORED TO PROPERLY TRANSFER ALL LOADS 10 THE
STRUCTURE. BUCK DESIGN AND INSTALLATION IS THE
RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR
THE PROJECT OF INSTALLATION.
4. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND
MAY NOT REFLECT ACTUAL CONDITIONS FOR A SPECIFIC SITE. IF
SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE
REQUi REMENTS DETAILED HEREIN, A LICENSED ENGINEER OR
ARCHITECTI SHALL. PREPARE SITE SPECIFIC DOCUMENTS FOR USE
WITH THIS DOCUMENT IN NON-HVHZ AREAS.
S. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED ON THIS
PRODUCT IN AREAS REQUIRING IMPACT RESISTANCE.
6, WINDOW FRAME MATERIAL: PVC
7, GLASS SHALL MEET THE REQUIREMENTS OF ASTM E 1300 GLASS
CHARTS. SEE SHEET 4 FOR GLAZING DETAILS
S. DESIGNATIONS "X" AND "O" STAND FOR THE FOLLOWING:
X: OPERABLE PANEL
O: FIXEDPANEL.
TABLE Of CONTENTS
SHEET
SHEET DESCRIPTION
1
2 _
GENERAL III INSTALLATION NOTES
.- ELEVATIONS & ANCHOR LAYOUT
3
VERTICAL SECTIONS
4
HORIZONTAL SECTIONS AND GLAZING DETAIL
MAX O.A. SIZE
DESIGN PRESSURE INSTALLATION
POSITIVE NEGATIVE METHOD
GLAZING MISSILE IMPACT
DETAIL RATING
WIDTHF
72.SD
FEE
SO P5F FINLESS
G2
NON -IMPACT
GS
G2
72"
SO PSF
90 PSF FIN48"SO
PSF
50 PSF FINLESS
48"
SO PSF
5tT PSF FIN
96" 1 ED'
1 56 PSF
5D PSF FIN
d
Li
2 r
z
ce
y on
z_
u,
z a
m
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a
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REMIARKS
BY DAT
2020 FBC UPDATE
I NUS 08.17
uro eur xeimEa:e. urUaE enuaEx�ows rox a spc�
sc.e wwaF+rowzcunE,«sr«uxron to aew�
EH�ME kEEHflkENEM1t5E{*aEEO�*xiY�W., xiaz'.EM
uEEP aF AxCxtiECSSHntE vNEGm+L SiIE S4ECtFt
signed by Herms f Norero
9 amaadEtrki�is dowme
`ft 04Uri <
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FL #:
DATE: 02.24.2020
DWG�BCHKF
SCALE: i V a J
I
UNiT MAX.
HEIGHT 72.00'
D.L.O. MAX.
HEIGHT67.25"
7
D.L.O. MAX,
WIDTH 67.25
UNIT MAX.
WIDTH 72.00'
TYPICAL ELEVATION
UNIT MAX.
HEIGHT 94GO'
D.L.O. Ml-III HEIGHT 79.25
'
840' MAX.
2D0" MAX. O.C. SPACING
FROM CORNER
8.00" MAX II
O. C. SPACING
8 D
3
D.L.O.MAX.
�� �2
WIDTH 43,25"
UNIT MAX,
WIDTH 48.00'
TYPICAL ELEVATION
2110'FROM i—
CORNER, TYR.
TYPICAL ANCHOR LAYOUT
NAIL FIN
UNIT MAX.
HEIGHT60.00'
D,L.OMAX,
HEIGHT 55-25'
D.L.O. MAX.
WIDTH 91.13'
UNIT MAX.
WIDTH 96.00"
TYPICAL ELEVATION
12,00" MAX.
6,00" MAX.- 0,C SPACING
FROM CORNER
12.00" MAJ-
0,C- SPACING...
6.00" FROM
CORNER, TYP.
TYPICAL ANCHOR LAYOUT
THROUGH FRAME
ATREUM
AL
W I N D 0 t S A N 0 D 0 0 K S
ATRIUM COMPANIES, INC,
Z
25
ED it
z
REMARKS
BY DAT
2020 FILC UPDATE
"'X010 s 101" 1�r���®
N 7
s A OF
DWG, BY: CHK. BY:
�HFN
SCALE: sty
—G-#: ATR133
SECTION:
OF 4
CONCRETE/MASONRY
BY OTHERS
SEALANT BETWEEN
CONCRETE/MASONRY & 2X
WOOD SUCK BY OTHERS
2X WOOD FRAME
Y BOTHERS
#8 WOOD SCREW
INSTALLATION ANCHOR
EXTERIOR FINISH
BY OTHERS
PERIMETER -
SEALANT
O.A. UNIT BY OTHERS
HEIGHT
11/2- MIN EMBEDMENT
CONCRETE OR CMU
2 1/2" MIN'
By OTHERS
EDGE DISTANCE
IX WOOD FRAME
BY OTHERS {OPTIONAL]
3/16' FEW TAPCON
11/2" MIN.
112' MIN. EDGE
INSTALLATION ANCHOR
EMBEDMENT
DISTANCE
EXTERIOR FINISH
BY OTHERS
-A T
-F PERIMETER
SEALANT-
I
--
�.AX
BY OTHERS
1/l
114" MAX,
O.A.UNIT
SHIM SPACE
SHIM SPACE
HEIGHT EXTERIOR
INTERIOR
EXTERIOR
INTERIOR
SEE GLAZING
DETAILS
SHEET 4
VERTICAL SECTION
3EID
�
- ZX �B
W�ffH CONORETEIMASONRY
NAIL FEN INSTALLATION
I -
O.A, UNIT EXTERIOR
HEIGHT — (
L PERIMETER
_LlEl SEALA
NT
"
BY OTHERS
EXTERIOR FINISH
BY OTHERS
SEE GLAZING
DETAILS
SHEET 4
lNTERI.Il
1/4" MAX.
taSHIM
---- -
SPACE
—1 1
48 SELF -TAPPING. -
INSTALLATION ANCHOR L 1/2" MIN. EDGE
METAL STUD BY OTHERS 3 THREAD PENETRATIONDISTANCE
SHEATHING BY OTHERS �n�A
BEYOND SUBSTRATE
VERTICAL SECTION
SILL - METAL STUD FRAME
NAIL FIN INSTALLAMN
SEE GLAZING
DETAILS
SHFFT 4
SEE GLAZING
DETAILS
SHEET
O.A.UNIT EXTERIOR INTERIOR
HEIGHT
PERIMETER 1/4" MAX
SEALANT- SHIM SPACE
BY OTHERS
EXTERIOR FINISH
BYOTHERS
11 2' MIN.
#10WOOD
EMBEDMENT
INSTALLATION ANCHOR
2X WOOD FRAME
BY OTHERS
SHEATHING
3/4' MIN.
BYOTHERS
EDGE DISTANCE
VERTICAL SECTION
SILL - 2X WOOD FRAME
THROUGH FRAME INSTALLATION
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11
1/2" MIN. EDGE
DISTANCE
2X WOOD FRAMING
BY OTHERS
11/2"MIM
EMBEDMENT
#8 WOOD SCREW
INSTALLATION ANCHOR
SHEATHING -
BY OTHERS z
EXTERIOR FINISH
BY OTHERS
PERIMETER SEALANT
BY OTHERS
1/4- MAX.
SHIM SPACE
INTERIOR
SEE GLAZING
DETAILS
SHEET 4
O.A'
UNIT
WIDTH
EXTERIOR
JAMS - 2X WOOD FRAME
NAIL FIN INSTALLATION
1/4' MAX.
SHIM SPACE
INTERIOR
SEE GLAZING
DETAILS
SHEET 4
METAL STUD BY OTHERS
#10 SELF -DRILLING
INSTALLATION ANCHOR
3/4"MIK
EDGE DISTANCE
SHEATHING BY OTHERS
EXTERIOR HNiSfi
By OTHERS
O,k PERIMETER SEALANT
UNIT BY OTHERS
WIDTH
EXTERIOR
IZONTAL SECTION
4 IAMB - METAL STUD FRAME
THRO— —.1-11CIN
3/4" IN5ULATED GLASS CONSISTING OF 3/4" INSULATED GLASS CONSISTING OF
ANNEALED GLASS TEMPERED GLASS
ALUMINUM SPACER ALUMINUM SPACER
ANNEALED GLASS TEMPERED GLASS
EXTERIOR INTERIOR EXTERIOR 111 INTERIOR
1/2" GLASS 112'y GLASS 11
BITE BITE_____,,,
GLAZING SILICONE* GLAZING SILICONE
GLAZING DETAIL 1 GLAZING DETAIL 2
(Gl) (G2)
NOTE:
1. GLASS THICKNESS AND TYPE SHALL COMPLY WITH ASTEA
E1300 REQUIREMENTS GLASS CHARTS,
2. ALL GLAZING CONFIGURATIONS SHALL COMPLY WITH SAFETY
GLAZING REQUIEREMENTS OUTLINED IN CURRENT FOC
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BCIS Home Log In User Registrat;on Hot Topics Submit Surcharge Stats & Facts Publications Contact Us SCIS Site Map Links Search
Product Approval
db'p'r 4 USEPPublic'. User
Product .Approval Menu > jrn.pd.ct or Ap �Ap cloon List. > Application Detail
_ _
FL# FL20100-R16
'7 Application Type Affirmation
Code Version 2023
Application Status Approved
Comments
Archived
Product Manufacturer
Address/Phone/Email
Authorized Signature
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Compliance Method
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
Atrium Windows & Doors
300 Welcome Center Blvd.
Welcome, NC 27374
(800)542-9118 Ext413596
luanne,harris@cornerstone-bb.com
Harris Luanne
luanne.harris@cornerstone-bb.com
Luanne Harris
300 Welcome Center Blvd.
Welcome, NC 27374
(800) 542-9118 Ext 413596
luanne.harris@cornerstone-bb.com
Windows
Single Hung
Certification Mark or Listing
National Accreditation & Management Institute
National Accreditation & Management Institute
Njandard
ysw
AAMA 450
2010
AAMA/WDMA/CSA 101/1.S.2/A440
2011
AAMA/WDMA/CSA 101/l.S.2/A440
2008
AAMA/WDMA/CSA 101/1,&2/A440
2017
Florida Licensed Professional Engineer or Architect
FL201 DO _Ufi_LqUjy--U
ZLP-df
I affirm that there are no changes in the new Florida Building
Code which affect my product(s) and my product(s) are in
compliance with the new Florida Building Code,
Documentation from approved Evaluation or Validation Entity Yes No N/A
Product Approval Method Method I Option A
Date Submitted 10/11/2023
Date Validated 10/11/2023
Date Pending FBC Approval
Date Approved 10/19/2023
Summary. of Products
FL # Model, Number or Name
Description
20100.1 Series 120/130 Single Hung
Twin and Triple CHS Windows
Continuous Head and Sill (CHS)
Limits of Use
Certification Agency Certificate
Approved for use in HVHZ-. No
F 1 R1 A NI R4 af
Approved for use outside HVHZ: Yes
FL2 R1 C A N 4- 4 f
Impact Resistant- No
R C A NPsff
Design Pressure: N/A
Quality Assurance Contract Expiration Date
Other; See installation instructions and certificates for design
04/30/2026
pressures, sizes, installation requirements, and limitations of
Installation Instructions
use,
Verified By: Hermes F. Norero, RE, 73778
Created by Independent Third Party: Yes
Evaluation Reports
PAf
Created by Independent Third Party: Yes
Series 130 Single Hung
le Hung Window
Limits of Use
Certif ation Agency Certificate
Approved for use in HVHZ: No
F R P�ff
Approved for use outside HVHZ: Yes
EIS C A
Impact Resistant: No
FL JOB R1 A -R4 pAf
Design Pressure: N/A
N 1 1 .22-R4,pdf
Other. See installation instructions and certificates for design
-R af
pressures, sizes, installation requirements, and limitations of
FL Rat CA NI 3i M-0d pAf
use,
R NI 1-R p-df
Quality Assurance Contract Expiration Date
04/30/2026
Installation Instructions
Pff
Verified By: Hermes F. Norero, RE. Florida P.E. 73778
Created by Independent Third Party: Yes
Evaluation Reports
P.df
Created by Independent Third Party: Yes
INSTALLATION NOTES:
1. ONE (I) INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION
SHOWN.
2. THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS THE MINIMUM
NUMBER OF ANCHORS TO REUSED FOR PRODUCT INSTALLATION OF TFIE
MAXIMUM SIZE LISTED,
3. INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN A TOLERANCE OF fl/2
INCH OF THE DEPICTED LOCATION IN THE ANCHOR LAYOUT DETAIL (LE.,
WITHOUT CONSIDERATION OF TOLERANCESI. TOLERANCES ARE NOT
CUMULATIVE FROM ONE INSTALLATION ANCHOR TO THE NEXT.
4. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING
SHIM(S). MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4INCH. SHIM WHERE
SPACE OF 1/16INCH OR GREATER OCCURS, SHIM(S) SHALL BE CONSTRUCTED
OF HIGH DENSITY PLASTIC OR BETTER.
S. THROUGH FRAME: FOR INSTALLATION INTO WOOD FRAMING USE #10
WOOD SCREWS THROUGH THE FRAME Of SUFFICIENT LENGTH TO ACHIEVE 1
1/21NCH MINIMUM EMBEDMENT INTO WOOD SUBSTRATE.
6, THROUGH FRAME: FOR INSTALLATION THROUGH 1X BUCK TO
CONCRETEJMA50NRY, OR DIRECTLY INTO CONCRETE/MASONRY, USE 3/16
INCH DIAMETER FEW TAPCONS OF SUFFICIENT LENGTH TO ACHIEVE 1 114
INCH MINIMUM EMBEDMENT.
7. THROUGH FRAME: FOR INSTALLATION INTO METAL STUD OR APPROVED
MULLION USE #10 GR.5 SELF TAPPING SCREWS THROUGH THE FRAME OF
SUFFICIENT LENGTH TO ACHIEVE A MINIMUM OF 3 THREADS PENETRATION
BEYOND METAL FRAME SUBSTRATE.
s. THROUGH FIN: FOR INSTALLATION INTO WOOD FRAMING USE 98 WOOD
SCREWS THROUGH THE FIN OF SUFFICIENT LENGTH TO ACHIEVE 11/2 INCH
MINIMUM EMBEDMENT INTO WOOD SUBSTRATE.
9, THROUGH FIN: FOR INSTALLATION INTO METAL STUD OR APPROVED
MULLION USE #8 SELF TAPPING SCREWS THROUGH THE FIN OF SUFFICIENT
LENGTH TO ACHIEVE A MINIMUM OF 3 THREADS PENETRATION BEYOND
METAL FRAME SUBSTRATE.
10, MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES,
INCLUDING BUT NOT LIMITED TO STUCCO, FOAM, BRICK VENEER, AND SIDING.
11. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF
CORROSION RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT
COATiNG-
12. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK, DO NOT INSTALL
INSTALLATION ANCHORS INTO MORTAR IGINTS. EDGE DISTANCE 15
MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO
FACE SHELL OF E LOCK-
13. INSTALLATION ANCHOR5 SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR
MANUFACTURER'S 3NSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT
BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM
STRENGTH SPECIFIED BY THE ANCHOR MANUFACTURER,
1,4. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON
SUBSTRATE MATERIALS WITH THE FOLLOWING PROPERTIES:
A. WOOD - MINIMUM SPECIFIC GRAVITY OF 0.55.
B. CONCRETE -MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI,
C. GROUT -FILLED CMU- UNIT STRENGTH CONFORMS TO ASTM C-90 WITH
MINIMUM COMPRESSIVE STRENGTH OF 2000 PSI AND GROUT CONFORMS
TO ASTM C 476, MINIMUM GROUT COMPRESSIVE STRENGTH OF 2000 PSI.
D- HOLLOW STOCK CMV - UNIT STRENGTH CONFORMS TO ASTM C-90 WITH
MINIMUM COMPRESSIVE STRENGTH OF 2000 PSI,
E. STEEL -MINIMUM YIELD STRENGTH OF 33 KSf MINIMUM I8GA. WALL
THICKNESS-
F. ALUMINUM - MINIMUM ALLOY 6063-T5. MINIMUM WALL THICKNESS OF
1/16"(0.0625").
SERIES t
SINGLE HUNG Di
1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED
TO COMPLY WITH THE CURRENT IRC/IBC AND CURRENT FLORIDA.
BUILDING CODE (f FQ, EXCLUDING HVHZ AND HAS BEEN
EVALUATED ACCORDING TO THE FOLLOWING:
e AAMA/WDMA/CSA 101/I.S.2/A44D-05/08
• AAMA 450-10
2. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY
AND 2)(FRAMING AS A MAIN WIND FORCE RESISTING SYSTEM
CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED
PRODUCT LOADS TO THE FOUNDATION IS THE RESPONSIBILITY OF
THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROTECT OF
INSTALLATION.
3, 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED AND
ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE
STRUCTURE. BUCK DESIGN AND INSTALLATION is THE
RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR
THE PROJECT OF INSTALLATION,
T THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND
MAY NOT REFLECT ACTUAL CONDITIONS FOR A SPECIFIC SITE. IF
SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE
REQUIREMENTS DETAILED HEREIN, A LICENSED ENGINEER OR
ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE
WITH THIS DOCUMENT IN NON-HVHZ AREAS.
S. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED ON THIS
PRODUCT IN AREAS REQUIRING IMPACT RESISTANCE.
6, WINDOW FRAME MATERIAL. PVC
7, DISSIMILAR METALS INCLUDING FASTENERS THAT MAY COME INTO
CONTACT WITH ALUMINUM UNIT FRAMING SHALL BE PROTECTED
IN ACCORDANCE WITH THE CURRENT FBC.
s. GLASS SHALL MEET THE REQUIREMENTS OF ASTM E 1300 GLASS
CHARTS SEE SHEET T FOR GLAZING DETAIL.
TABLE OF CONTENTS -..._
SHEET
REVISION
SHEE I DESCRIPTION
1
D
GENERAL & INSTALLATION NOTES
2
D
ELEVATIONS
3
D
ANCHOR LAYOUTS -THROUGH FRAME
4
D
ANCHOR LAYOUTS -THROUGH FIN
5
D
VERTICAL SECTIONS
5
D
HORIZONTAL SECTIONS _
7
D
MULLION DETAILS & GLAZING DETAIL
MAX O.A. SIZE
DESIGN PRESSURE
-
CONFIGURATION
MISSILE IMPACT
THROUGH THROUGH RATING
WIDTH NEIGIiT
FIN FRAME
63"
T7" O/X
+ j- 50 PSF
+(- 50 PSF N.N .MPACT-�--�
48"
108 Y'i" 0 / O/X
+j- 50 PSF
a(- 50 PSF NON -IMPACT
O / DOUBLE O/X
+/- SO PSF
+f- SO PSF NON -IMPACT
96 Y.
s4" DOUBLE Q)X
aJ- 35 PSF'+f
50 PSF I NON -IMPACT
109"
77' TRIPLE OJX
+/- 50 PSF
+/- 50 PSF I NON IMPACT
ATREUM,
%TRIUM WINDOWS AND DOOR'
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UNIT MAX. O.A. MAX. 'N
D.L.0 MAX. WIDTH 721"
SASH MAX. WIDTH 49" WIDTH 673" 2
UNIT MAX. WIDTH 45 D.L.0 MAX. 4 C
1 :Sj 11 )UREUM
WIDTH 5348' q� WIDTH43Y4- I I I
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HEIGHT D.L.O. MAX. SASH MAX. D.L.O. MAX. HEIGHT•HEIGHT
HEIGHT i EMARKS Y DATE
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WIDTH
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HEIGHT HEIGHT HEIGHT •HEIGHT
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UNIT MAX. UNIT MAX. ___I
WIDTH 48" WIDTH 36"
TYPICAL ELEVATION TYPICAL ELEVATION
MULLED TWIN SINGLE HUNG MULLED TRIPLE SINGLE HUNG
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DATE: 01.02.2020
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.ATION ANCHORS
MULL CLIPS PER
INSTALLAI ION NOTES 5-7,
ANCHORLAYOUT SHEET 1.
MULLED TWIN SINGLE HUNG - THROUGH FRAME
(2) INSTALLATION ANCHORS
THROUGH MULL CLIPS PER
INSTALLATION NOTES 5-7,
SHEET 1.
6" FROM
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MULLED TRIPLE SINGLE HUNG - THROUGH FRAME
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THROUGH MULL CLIPS PER
INSTALLATION NOTES 5-1,
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(2) INSTALLATION ANCHORS
,L,O INTERIOR
MULU INTERIOR THROUGH MULL CLIPS PER
INSTALLATION NOTES 5-7, SHEET 1.
C TYP.
TYP.
WINDOW WINDOW
FRAME, TYP FRAME, TYP,
12- X 1-1/4' X 1/16" GALV, STEEL PLAT E-//7 EL7TI (6) #8 X 2-1/2- SMS
ALL MULLION INTERSECTIONS ICIR AT EACH PLATE INTO
WINDOW FRAMES
MULLION PLATE DETAIL
I k
INSTALLATION ANCHORS TYPICAL WHEREVER MULLION CLIPS OCCUR
THROUGH MULL CLIPS PER
INSTALLATION NOTES 5-7,
ANCHORLAYOUT
SHEET 1,
TYP. FOR TWIN & TRIPLE MULLED
UNITS - THROUGH FIN
AIMUM
4TRIUM WINDOWS AND DOOR!
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SCALE: CATS
CONCRETE/MASONRY
BY OTHERS
SEALANT BETWEEN
CONCRETE/MASONRY & 2X
WOOD BUCK BY OTHERS
2X WOOD BUCK BY OTHERS----_
#8 WOOD SCREW
INSTALLATION ANCHOR
EXTERIOR FINISH
BY OTHERS
PERIMETER
fff SEALANT
O.A. UNIT BY OTHERS
HEIGHT
I Yz" MIN EMBEDMENT
INTERIOR
EXTERIOR
SEE GLAZING
DETAIL
VERTICAL SECTION
SINGLE HUNG HEAD - 2X WOOD BUCK
THROUGH FIN
SEE GLAZING
DETAIL
V MIN, EDGE
I f DISTANCE
WARM
3 Y16" ITW TAPC
;INSTALLATION ANCH
CONCRETEIMASON
8YOTHlE*
SEALANT BETWE
'-Il;PTION
(DID ION
( T E XT Rio INI
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B By OTHF
Y OTHE
limmillOT-11 lita
F PERIMETER 1/4" MAX.
SEALANT SHIM SPACE
0,A.UNIT BY OTHERS
HEIGHT
INTERIOR
EXTERIOR
I _ ,
SEE GLAZING
DETAIL
VERTICAL SECTION
MEETING RAIL
SEE GLAZING
DETAIL
VERTICAL SECTION
5 �/ TRANSOM HEAD - 1X/CONC./MASONRY
THROUGH FRAME
SEE GLAZING
DETAIL
11/4- MIN.
EMBEDMENT
EXTERIOR
v
v
I EXTERIOR
Q.A. UNIT
INTERIOR
O.A. UNIT
INTERIOR
HEIGHT
HEIGHT
-------- 1/4" MAX,
PERIMETER
PERIMETER
1/4" MAX, PERIMETER
SEALANT
SEALANT
SHIM SPACE SEALANT
SHIM SPACE
BY OTHERS
BY OTHERS
4ER�
SEALANT OVER SCREW HEAD
EXTERIOR FINISH
EXTERIOR FINISH
11/4" MIN.
BY OTHERS
EMBEDMENT
11/4" MIN.
EMBEDMENT
BY OTHERS
PRECAST SILL OR CONCRETE/
PRECAST SILL OR CONCRETE/
CMU BY OTHERS
CMU BY OTHERS
ITW` TAPCON
Yir" ITW TAPCON
11/2" MIN. EDGE
INSTALLATION ANCHOR
11/2" MIN. EDGE
INSTALLATION ANCHOR
DISTANCE
DISTANCE
NOTES:
B VERTICAL SECTION
1. SILL ANCHORS ARE FOR FACTORY MULLED UNITS
VERTICAL SECTION_
ONLY, SEE SHEET 3.
T
1\3�
SILL - CONCRETE/MASONRY
2. USE (1) SILL CLIP PER ANCHOR LOCATION. SILL CLIPS
SILL - CONCRETE/MASONRY
THROUGH FRAME
ARE TO BE USED IN MINIMUM 14 Y4" LENGTHS.
THROUGH SILL CUP
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SECTION:
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BEYONDMETAL STRUCTURE 1 1/4" MIN. CONCRETE/MASONRY BY OTHERS lak
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MASONRY & 1X f
BY OTHERS SHIM SPACE SHIM SPACE WOOD BUCK BY OTHERS
INTERIOR INTERIOR ATRIUM WINDOWS AND DOOR'
R10 SELF -TAPPING SCREW 1X WOOD BUCK—AFABASSAooR Row
INSTALLATION ANCHOR BY OTHERS DAt1 ,Ya%AS75747
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3/4" MIN. EDGE is' ITW TAPCON INSTALLATION u m
DISTANCE ANCHOR z m o
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EDGE DISTANCE a a a
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