HomeMy WebLinkAbout23-6662Address: 6401 Huntington Dr
ZEPHYRHILLS, FL 33542
Phone: (623) 208-8233
Building Valuation: $19,801.00
Electrical Valuation: $0.00
Mechanical Valuation: $0.00
Plumbing Valuation: $0.00
Total Valuation: $19,801,00
Total Fees: $139.00
Amount Paid: $139.00
Date Paid: 7/21/2023 3:18:34PM
6401 Huntington Drive
Contractor: RENEWAL BY ANDERSEN
OF FLA
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.
UMCIIIIII, 7
accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O.
NO OCCUPANCY BEFORE C.O.
SIGNATURE
0EEicEf-) I
V
k 111 1! Woll M.W=100 #111111 ki P&M44 d kll�
813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021
Building Department
Date Received Phone Contact for Permitting 12554
Owner's Name FLAHERTY JAMES & JULIA Owner Phone Number 813-369-2554
Owner's Address 6401 HUNTINGTON DR ZEPHYRHILLF, FL 33542 Owner Phone Number���
Fee Simple Titleholder Name f —__ -- Owner Phone Number
Fee Simple Titleholder Address
JOB ADDRESS
6401 HUNTINGTON DR ZEPHYRHILLF, FL 33542
LOT#
SUBDIVISION
PARCEL ID#
03-26-21-0120-00000-0890
(OBTAINED FROM PROPERTY TAX NOTICE)
WORK PROPOSED
NEW CONSTR ADD/ALT SIGN DEMOLISH
e
INSTALL REPAIR
8
PROPOSED USE
O SFR COMM OTHER window replacement
TYPE OF CONSTRUCTION
Q BLOCK FRAME STEEL
DESCRIPTION OF WORK
Replacing 8 Windows size for size
BUILDING SIZE--
SO FOOTAGE
=
HEIGHT
BUILDING
$19 801 VALUATION OF TOTAL CONSTRUCTION
=ELECTRICAL $ AMP SERVICE PROGRESS ENERGY Q W.R.E.C.
=PLUMBING $
=MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION
=GAS 0
FINISHED FLOOR ELEVATIONS
BUILDER
SIGNATURE
ELECTRICIAN
SIGNATURE
Address
PLUMBER
SIGNATURE
Address
MECHANICAL
SIGNATURE
Address
OTHER
SIGNATURE
Address
ROOFING Q SPECIALTY = OTHER
FLOOD ZONE AREA =YES NO
COMPANY
REGISTERED
5112 E Adamo Dr Tampa FL 33619
^� COMPANY
REGISTERED
COMPANY
REGISTERED
COMPANY
REGISTERED
COMPANY
REGISTERED
Renewal By Andersen of Florida
Y / N FEE CURREN Y / N
License # CGC152613
Y / N FEE CURREN Y ! N
License #
Y� / N ®® FEE CURREN Y I N
... ........
License #
Y / N FEE CURREN Y / N
License #
Y / N FEE CURREN Y / N
License #
IIIIIIIIli11/1/1/1111111/111
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 (Plot/Survey/Footage)
Driveways -Not over Counter if on public roadways..needs ROW
NOTICE OF DEED RESTRICTIONS: The undersigned understands that this permit may be subject to "deed" restrictions"
which may be more restrictive than County regulations. The undersigned assumes responsibility for compliance with any
applicable deed restrictions,
UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES: If the owner has hired a contractor or
contractors to undertake work, they may be required to be licensed in accordance with state and local regulations. If the
contractor is not licensed as required by law, both the owner and contractor may be cited for a misdemeanor violation
under state law. If the owner or intended contractor are uncertain as to what licensing requirements may apply for the
intended work, they are advised to contact the Pasco County Building Inspection Division —Licensing Section at 727-847-
8009. Furthermore, if the owner has hired a contractor or contractors, he is advised to have the contractor(s) sign
portions of the "contractor Block" of this application for which they will be responsible. If you, as the owner sign as the
contractor, that may be an indication that he is not properly licensed and is not entitled to permitting privileges in Pasco
County.
TRANSPORTATION IMPACTIUTILITIES IMPACT AND RESOURCE RECOVERY FEES: The undersigned understands
that Transportation Impact Fees and Recourse Recovery Fees may apply to the construction of new buildings, change of
use in existing buildings, or expansion of existing buildings, as specified in Pasco County Ordinance number 89-07 and
90-07, as amended. The undersigned also understands, that such fees, as may be due, will be identified at the time of
permitting. It is further understood that Transportation Impact Fees and Resource Recovery Fees must be paid prior to
receiving a "certificate of occupancy" or final power release. If the project does not involve a certificate of occupancy or
final power release, the fees must be paid prior to permit issuance. Furthermore, if Pasco County Water/Sewer Impact
fees are due, they must be paid prior to permit issuance in accordance with applicable Pasco County ordinances.
CONSTRUCTION LIEN LAW (Chapter 713, Florida Statutes, as amended): If valuation of work is $2,500.00 or more, I
certify that 1, the applicant, have been provided with a copy of the "Florida Construction Lien Law —Homeowner's
Protection Guide" prepared by the Florida Department of Agriculture and Consumer Affairs. If the applicant is someone
other than the "owner", I certify that I have obtained a copy of the above described document and promise in good faith to
deliver it to the "owner" prior to commencement.
CONTRACTOR'S/OWNER'S AFFIDAVIT: I certify that all the information in this application is accurate and that all work
will be done in compliance with all applicable laws regulating construction, zoning and land development. Application is
hereby made to obtain a permit to do work and installation as indicated. I certify that no work or installation has
commenced prior to issuance of a permit and that all work will be performed to meet standards of all laws regulating
construction, County and City codes, zoning regulations, and land development regulations in the jurisdiction, I also
certify that I understand that the regulations of other government agencies may apply to the intended work, and that it is
my responsibility to identify what actions I must take to be in compliance. Such agencies include but are not limited to:
Department of Environmental Protection -Cypress Bayheads, Welland Areas and Environmentally Sensitive
Lands, Water/Wastewater Treatment,
Southwest Florida Water Management District -Wells, Cypress Bayheads, Welland Areas, Altering
Watercourses.
Army Corps of Engineers -Seawalls, Docks, Navigable Waterways.
Department of Health & Rehabilitative Services/Environmental Health Unit -Wells, Wastewater Treatment,
Septic Tanks.
US Environmental Protection Agency -Asbestos abatement.
Federal Aviation Authority -Runways,
I understand that the following restrictions apply to the use of fill:
Use of fill is not allowed in Flood Zone "V' unless expressly permitted.
If the fill material is to be used in Flood Zone "A", it is understood that a drainage plan addressing a
"compensating volume" will be submitted at time of permitting which is prepared by a professional engineer
licensed by the State of Florida.
If the fill material is to be used in Flood Zone "A" in connection with a permitted building using stem wall
construction, I certify that fill will be used only to fill the area within the stem wall.
If fill material is to be used in any area, I certify that use of such fill will not adversely affect adjacent
properties. If use of fill is found to adversely affect adjacent properties, the owner may be cited for violating
the conditions of the building permit issued under the attached permit application, for lots less than one (1)
acre which are elevated by fill, an engineered drainage plan is required.
If I am the AGENT FOR THE OWNER, I promise in good faith to inform the owner of the permitting conditions set forth in
this affidavit prior to commencing construction. I understand that a separate permit may be required for electrical work,
plumbing, signs, wells, pools, air conditioning, gas, or other installations not specifically included in the application. A
permit issued shall be construed to be a license to proceed with the work and not as authority to violate, cancel, alter, or
set aside any provisions of the technical codes, nor shall issuance of a permit prevent the Building Official from thereafter
requiring a correction of errors in plans, construction or violations of any codes. Every permit issued shall become invalid
unless the work authorized by such permit is commenced within six months of permit issuance, or if work authorized by
the permit is suspended or abandoned for a period of six (6) months after the time the work is commenced. An extension
may be requested, in writing, from the Building Official for a period not to exceed ninety (90) days and will demonstrate
justifiable cause for the extension. If work ceases for ninety (90) consecutive days, the job is considered abandoned.
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR
PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT
FLORIDA JURAT (F.S. 117.03)
OWNER OR AGENT
Subscribed and sworn to (or affirmed) before me this
by
Who is/are personally known to me or has/have produced
as identification.
Notary Public
Commission No.
Su i b pe swor toWafffimed) before me this
�d an
V
ae
Who is/are �Renally known to m or has/have prod
as joehtjfies
Commission No. w.
Public
LIE MACHADO
Name of Notary typed, printed or stamped Name of Notary typed, printed or stamped A?
Comm# HH299296
Expires 8/10/2026
:
M1100=1
=0.
Permit No,_ Parcel ID No
NOTICE OF COMMENCEMENT
state of tbdl� Conmy of
. ..... . .. ... . .
the following Information Is provided In this Notice of CoMMOMOMMOW
03-2&21.0120-00000-M SILVER OAKS PKASE ONE PB 26 PGS 4649 LOT So
1. Description of ProperV� Parcel Identificalim No. — . . .....
Speet Addrow Will HUN`nNGTON DR ZEPHYRHILLS, FL 33642
3. Owner k4annotion or Losses Information If the Losses convicted for the onprovernard:
Name
11 -12 E Marno Prjvg — — Tarnpa FL
Mdnm M state
Contlemoft Telephone fft: 863-223-0409
&"ty: .... ...... .... -- ----- ----------- - ---- - . .... ....... ....... .... .......
C"'y- 8 —W
Amourd at Saul: S Telephone W:
It. London
Name
city state
L~s Telephone No.:
7. persons within Ow Soft of Flonda, designated by the owner q= Whom notices or other documents may to sorwad so providod by
Section 713.13(1)(on, Flom Staftxlea:
city sate
Telephone Number of Oeslgrvaladl person:
9, In addition to himself, the cnenor designates Of,,,,_,,,,
toreceive a copy of the Lienor's Notice an provitiod In Section 713,13(1)(b), Fludde Stetuns&
Tolophone Nurnber of Perim or Entity Designated by Owner
S. Expiration data of Notice of Cornmencemera (the ex4nithm date may not be before the complation of construction mid Grud payment to the
cmtractor, but will be one year from the date of recording unless a different date Is specified):
WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EWIRAITON OF THE NOTICE OF CO MY
Under penalty of ury I declare OW I how mad the c no that the facts $Wood thertin are true to the met
of ffW knowledge =akejiaf
STATE OF FLORIDA
COUNTY OF PASCO
The foregoing Instrurnerd was *do"" d before rrta this day
(type of auawfte.g„ wow, builee, A; in 1GcQ for
... ... ..... ofinarva" 'aIfof. 4MIndrumWdwas exWAed),
Personally Mom 0 Q8 Produced Identification VC Notary Sig n's ho:name"
Type of Identification Produced 31NjMJ%16S Addgr6c P4 V) Name (P**
a 1 14" 7-7171
Agreement Document and Payment Terms
RBA: RENEWAL BY ANDERSEN OF FLORIDA
WRENEWAL
Jim & Julio Flaherty
Legal Name: JLM Windows, Ll-C
6401 Huntington Or
CGC1527613
Zephyrhills, FL 33542
bYANDERSEN 997 West Kennedy Blvd. Suite Al ( Orlando, FL 32810
H: (813)601-8994
Phone: 407-803-4723 1 Fax: 407-386-8262 Customerservice@rbafla.com
Jim & Julia Flaherty
01/07/23
--- - ----------------- - --- --------- -- - - ---------
BUYFRJS) NAME
CONTRACT DATE
6401 Huntington Dr , Zephyrhills, FL 33542 (813)601-8994
— ---- -
... . .... ... ---------- --- -
BUYERS) STREET ADDRESS PRIMARY NUMBER
SECONDARY NUMBER
jflaherty92@gmail.com
- -----------
PRIMARY EMAIL H SECONDARY EMAIL
Buyer(s) hereby jointly and severally agrees to purchase the products and/or services of JLM Windows, LLC d/b/a Renewal by Andersen of
Florida("Contractor"), in accordance with the terms and conditions described in this Agreement Document and Payment Terms, any documents listed in
the Table of Contents, and any other document attached to this Agreement Document, the terms of which are all agreed to by the parties and
incorporated herein by reference (collectively, this "Agreement"). Buyer(s) hereby agrees to sign a completion certificate after Contractor has completed
all work under this Agreement.
TOTAL JOB AMOUNT: $19,801 By signing this Agreement, you acknowledge that the Balance Due, and the Amount Financed
must be made by personal check, bank check, credit card, or cash.
DEPOSIT RECEIVED: $0
BALANCE DUE: $19,801 Estimated Start:
16wks
AMOUNT FINANCED: $19,801
We schedule installations based on the date of the signed contract and secondarily on the date
METHOD OF PAYMENT: Financing in which we complete the technical measurements. The installation date that we are providing at
this time is only an estimate. We will communicate an official date and time at a later date. Rain
and extreme weather are the most common causes for delay.
NOTES:
Buyer(s) agrees and understands that this Agreement constitutes the entire understandings between the parties and that there are no verbal
understandings changing or modifying any of the terms of this Agreement. No alterations to or deviations from this Agreement will be valid without the
signed, written consent of both the Buyer(s) and Contractor. Buyer(s) hereby acknowledges that Buyer(s) 1) has read this Agreement, understands the
terms of this Agreement, and has received a completed, signed, and dated copy of this Agreement, including the two attached Notices of Cancellation, on
the date first written above and 2) was orally informed of Buyer's right to cancel this Agreement.
NOTICE TO BUYER: Do not sign this contract if blank. You are entitled to a copy of the contract at the time you sign.
... . ....... t4.k
---- - ---Z-------- --- -----
SIGNATURE OF SALES PERSON SIGNATURE SIGNATURE
Laszlo Barath
Jim Flaherty
PRINT NAME
Julia Flaherty
01/07/23 Page 2 / 29
Order Summary
WEWA
dba: RENEWAL BY ANDERSEN OF FLORIDA
L"
R E 1`4
Legal Name: JLM Windows, LLC I License # CGC1527613
997 West Kennedy Blvd. Suite Al I Orlando, FL32810
byANDERS9EhXI#ffflEN'
IVUVW1�.DW
Phone: 407-803-4723 1 Fax: 407-386-8262 1 concierge@rbafla,com
Measure Tech: Mike Morris, (407)399-4236
102 kitchen back 45 " 58 "
47-1/2" 58-7/8"
103 kitchen back 2 45 " 58"
47-1/2" 58"
104 extra room
side
34' 61 "
35-1/4" 61-5/8"
Jim & Julia Flaherty
6401 Huntington Dr
Zephyrhills, FL 33542
H: (813)601-8994
Window: Double -Hung (DG)j 'Flat Sill, S , Modern Checkrail,
Performance Calculator: Winde,
Wind Speed 137, Zone 4, PG Rating: 40 1 DP Rating: + 40 40 Glass: All
Sash: High Perforrnance,,,$qn,,'.0,Io, �'IN,0,,',,Pa,",,l,,,` Hardware: q _ , a . . . * _ f Ze
Screen: _g J`joohf".Ifu Grille Style; N4�,4fille Misc: None
Construction: None Material. None
01/27/23 Page 2 / 18
Order Summary
dba: RENEWAL BY ANDERSEN OF FLORIDA
Legal Name: JLM Windows, LLC I License # CGC 1527613
R E 14 VEWA L 997 West Kennedy Blvd. Suite Al I Orlando, FL 32810
byANDERSEN Phone: 407-803-4723 1 Fax: 407-386-8262 1 conciergeOrbafla.com
Measure Tech: Mike Morris, (407)399-4236
Jim & Julia Flaherty
6401 Huntington Dr
Zephyrhills, FL 33542
H: (813)601-8994
105 extra roorT) 34 61 Window: Double -Hung (DG),,"",`,,,,, Flat Modern Checkrail,
back 35-1/4" 61-314" XAO,Ip, Performance Calculator: Winde,
Wind Speed 137, Zone 4, PG Rating: 40 1 DP Rating: + 40 j 40 Glass: All
Sash: High Performance i Hardware: V**
Screen: Grille Style.. Misc: None
Construction: None Material: None
106 extra room) 52 61 Window: Double -Hung (DG),,,, Limited Travel Reduced 1.3125, Flat Sill,
front 51-3/4" 61-3/8" Modern Checkrail,'tXA#,*,t',,",
Performance Calculator: Winde, Wind Speed 137, Zone 4, PG Rating: 30 1 DID
Rating: + 30 / - 30 Glass: All Sash: High Performance"$
Hardware: ,",04 Standard Screen:
Grille
lie Style: Mlsc: None Construction: None Material:
None
107 master right 23" 60 Window: Double -Hung Flat Sill,$ Modern Checkrail,
25" 61-1f3/16" Performance Calculator: Winde,
Wind Speed 137, Zone 4, PG Rating: 40 1 DP Rating: + 40 j 40 Glass: All
Sash: High rPerformance '$,qf a( i Hardware:
Screen: lri�a 0 rl"Grille style: Mise: None
Construction: None Material: None
108 master right 23 60 Window: Double -Hung Flat Sill,,,,,o of Modern Checkrail,
25-1/8" 61-3/4" '0 "Ai 4 Performance Calculator: Winde,
Wind Speed 137, Zone 4, PG Rating: 40 1 DP Rating: + 40 j 40 Glass: All
Sash: High Performance _4 PIP t to "',,V r, Hardware: Screen: '440 It Oe'n Grille Style4, 4 'N, Misc: None
" ,, :
Construction: None Material: None
PRODUCTS: 8 WINDOWS: 8 PATIO DOORS: 0 ENTRY DOORS: 0 SPECIALTY: 0 MISC: 0 Updated 1127123
102 and 103 wood framed with stucco finish, all others Block with stucco finish interior drywall return
Estimated Duration: 2 days
01/27/23 Page 3 / 18
Summary
WOrder
dba: RENEWAL BY ANDERSEN OF FLORIDA
Jim & Julia Flaherty
Legal Name: 1LM Windows, LLC I License # CGC 1527613
6401 Huntington Dr
R" M WA L
997 West Kennedy Blvd. Suite Al I Orlando, FL 32810
Zephyrhills, FL 33542
bYANDERSIEN'
�[dPWS Gttd[Edfgi
Phone: 407-803-4723 1 Fax: 407-386-8262 1 concierge@rbafla,com
H: (813)601-8994
Measure Tech: Mike Morris, (407)399-4236
OO..FLOOR
UNIT NOTES
01/27/23 Page 4 / 18
Product Manufacturer Andersen Corporation
Address/Phone/Emall 100 Fourth Avenue North
Bayport, MN 55003
(651) 264-5308
alan.barstadOAndersenCorp.corn
Authorized Signature Alan Barstad
alan.barstad@AndersenCorp.com
Technical Representative
Address/Phone/Emall
Quality Assurance Representative Alan Barstad
Address/Phone/Email 100 Fourth Avenue North
Bayport, MN 55003
(651) 264-5308
abarstad@andem-encorp.com
Category Windows
Subcategory Double Hung
Compliance Method Evaluation Report from a Florida Registered Archite
Professional Engineer
Evaluation Report - Hardcopy Received
Florida Engineer or Architect Name who developed the Hermes F. Torero, RE.
Evaluation Report
Florida License PE-73778
Quality Assurance Entity Window and Door Manufacturers Association-QA
Quality Assurance Contract Expiration Date 12/16/2030
Validated By Zachary R. Priest, P.E.
Validation Checklist - Hardcopy Received
Certificate of Independence 970 R3 C01 COI And-erSer, S.,
. ... .......
a ♦:
Certified By
Product Approval Method
Date Submitted
Date Validated
Date Approved
Atill,ndprd
AAMA/WDMA/CSA 101/IS.2/A440
TAS 201
TAS 202
TAS 203
Summary f products
Model, Number or Name
27970.1 Renewal by Andersen DG Series
Doubly: Hung Window (Non -Impact)
(Non-HVHZ)
Maltaf Use
Approved for use In HVHZ. No
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure. N/A
Other: See Installation Instructions and Product Evaluation
Report for allowable design pressures, sizes, installation
requirements and limits of use.
27970.2 Renewal by Andersen Double Hung
Window (HVHZ) (Impact)
Limits of Use
Approved for use In HVHZ: Yes
Approved for use outside HVHZ: Yes
Impact Resistant: Yes
Design Pre ur:N/A
Other: See Installation Instructions and Product Evaluation
Report for allowable design pressures, sizes, installation
requirements and limits of use.
InstallationImpact) (Non-HVHZ)
Instructions
Verified By: Hermes F. Norero, RE, Flor
Created by Independent Third Party: YE
Evaluation Reports
Created by Independent Third Party: Ye
Renewal by Andersen Rouble Hung Winc
installation Instructions
Verified 0y: Hermes K Norero, P.E,µFlori
Created by Independent Third Party: Ye
Evaluation Reports
Erected by Independent Third Party. Ye
I...�...n_.. .......... .....
-_] L......... .I
Q01ad.a .. fi his li r t Rated, Tall: ss e FL ? 99 Phgn 85Ci-4 7-1824
The State of Florida Is an AA/EEO employer. ,_gpygght 2007a2013 t te,of Florida, :: E ' Y 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 r<
mail to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 8S0.487,1395. *P
Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email addres
provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to sup
provide the Department with an email address which can be made available to the public, To determine if you are a licensee under Chapb
Product Approval Accepts:
M WJ M Ee-:*] M
ANDERSEN CORPORATION Andersen
- MAN
RENEWAL BY ANDERSEN DG SERIES DOUBLE HUNG WINDOW
� 465 SAD
(NON-IMPAC7) (NON-HVHZ) P4,4654 11
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Z Z
33
3 0 S a
L THE PRODUCTS N HEREIN IS DFIXORD, AND MAX D.L,O. SRT DESIGN TABLE OF 0DIVIFERTS 3:
MANUFACTURED TO COMPLY VATH THE CURRENT SEP MAXOMIALLSIZE UPPSP RATIO (SONREIj LIN MISSILE 0.
;D HEFRHT wl q"fz-E SHEET DESCRIWITON C
PRESSURE —IIATI!��i X 4,
FLORIDA SUILDMIG CODE G'SO, EXCLUDING J4VHZ AND HAS A
AT EVA'WATED ACCOWING TO 'HE FOLLOWING: 32-0 TEO 25-15/1,6 1 A NERAL NOTES INSTALLATION AND GE
SA 101/1-S.CIA440-AW11 -3 t!'-' I 1-1--l-l-
1 ELEVA71ONS &,ANCHOR LAYOI-75
2. ADEQUACY OF THE EASTINIS STRUCTURAL 76D 33�15 16 33-A/8 33- /! -140 --L- -- ---
3 ELEVATIONS &A40-M WOUTS
EWMASONRY, 7X FRAMING, AND METAL FRAMING
AS A MAIN WIND FORCE RESISTING SYSTEM 17APAOU OF
CONCR IN AT 09 49 765D 41-15/161 3 33-3/8 4
"'ITHSTANDING AND TRANSFERIUNG APPLIED PRODUCT SLOPE — VERTICAL SECDONS P
54,D 72H 47-15116 31-3/8 31-3/9
LOADS TO THE FOUNDATRAD 15 THE RESPOPISIGILM OF THE VERTOAL SECTIONS REMARKS BY DATE
c A NOP14MPACT
ELIGNEFF OR ARCHITECT OF RECORD FOR THE PROJECT OF 40XJ 96J) 33,15/15 43-3/9 43-3/S -00 HORIZONTAL SECTIONS SIZE. GRID UPDATE
INSTALLATION,
4811 96,0 L 7 i
1� —�EIIIA —11M- INSFALLATLON NOTES, REINFORCEMENT & ANCHOR DETAK5
3, IX AND 2X ALIO(S 4WHEN USEW SHALL JEE DESIGNED AND
ANCHORED TO PROPERO' TRAX!KER ALI LOADS TO THE 499 960 -i-LSI'S
SWOR FLAT ./-40
PE 2:6-151111 11
STRL ITRF, S= DESIGN AND WSTAILYTION 1574.1 vu f.-
RESPONSERMTY OF T�11E ENGINEER OR ARcHrmCT PVA' -Y-z'
RECORD F0A-RE PROJECTOF INSTALLATION. 72,0 47-15!16 474/16 -11�15
4. MSTAIMMISIVIDUAL ?0STALLATIONANCHORSIAMERNA
TOURAW1 OF V114 =! OF THE DEPICTED LOCATION IN DESIGIN PPRESSURE VPKGRWADE I gig PA
TKE ANCHOR LAYOUT DETAIL Ill, W-THOUT F iM;Z�OVEAAUSUf MAX 521 RESIGN
NOT SILL TYPE -------- RATIO CONGO, R
imp", LOWER
CUIAIRATIVE FROM ONE P67ALLATMN ANCHOR TO THE HEIGNII' WIDTH IIAPACT RATINIG. 314- O.A� IOC GLASS
-,.I, I .
NEXT
SASH ;A
30'o 68,0 123-15116 Z9-3/8 29-3/B 0
IN
5, THE MSTALLATKIN DETAILS DESCININED HEREIN ARE FLAT OR t
Si W
AsO S3.0 129-15/16 29-3/4 29,3fIl
JNTFRIOR SIA OF &C XTERIOR A SPEeEPeFpc'jpc GSA, IF- GTE CONDITIONS CAUSE PISTALIATION -n,g 'WAS
TO OMATE FROM 7PE REWREMENTS DETAUD HEREIN, 4D0 33-15/16 31-3A 31-3/8 '14
A LICENSES, ENGINFER GR ARCHITECTISMALL PREPARE 5m kI X/Y NCA14MPACT PrT
N, Gag-
NOWERA42 AREAS. IN HARZ ARM, ONETIME PRMIX'T
SPECIFIC DOCUMENTS FOP, USE "TH THIS DOCUMENT IN 1: AS "Ell 1 iM, 1 6� -i -31!
All
S:151111 -11:-illi-3iti—ll I %
APPROVAl TO HE DETAINED FROM 1AIAMI-DAINE RED OF I Ass X 62O 129-15/161 26-3 STRUCTLIRAL
SWCONE
nARVA A %I
3 3� In'. �l -2/1 Am E Dom MIMI
S. APPROVED 2MPACT PROTECTIVE SYSTEM 15 REMAIRED ON kft I w
IANA PIN.
THIS PRODUCT TN AREAS RE "WING flAIP97RESETANCE.
NOTES:
FL
7, W94DOW FRAME MA NTERAL', PBREX 1, UP UPGRADE PROINLICT POSMVE RXONG IS DRIVEN
a �D ACUSAFANLE SYSTRUCTURAL ONLY. WATER 5"OTINCLUDED.
GLAZING DETAIL I FL27970
WITHTH
E
SORRIEST CEPOEIN FRG,
WOOS, UPGRADE A
P oDuc, ARM RE J
ON LED
COMPONENTS SHALL OROS SEEN PRESERVATIVE TREAMO 02,22.18
OR SHALL BE OF A DURABLE SPECIES AF DEFMED &N
CYIAPTFR 2S Non: Vile — BY— THKRY�
1, GLASS TYPE THICKNESS SHALL COMPLY Wn-H ASTM E-1300 I RV i HFN
GLASS CHART REQUIREMENTS,
4, ALL GLAZING CONRGURATIONS SHALL COMPLY VMH SCALE: NTS
SAFETY SiXUPIGREQUtREIVENT-5 27UTU74ED IN
CURRENT Fes' CARE, #-' AWD234
3. SIST-FING BLIYK SHOULD BE 70-90 DURCIMETERE AS PER sHtEl"
CH 24 OF THE CURRENT FBC,
i4. GLASS LITES THAT EXCEFE) 3X3' IN VEIRSTH SKALL USE
TTING BLOCKS AT I M AN FROM CORNIEREL OF 7
.OAF E
WIOTH ME SHEET 1)
MAX. D.LO.
WIDTH
41,
v
MAX. D.T.O.
i
HEIGHT
MAX. OA FRAME
HEIGHT
(SEE SHEETMAX.
MLO.
HEIGHT
m
941 _-
aw-gi M
ANCHOR LAYOUT
THROUGH FRAME - DOUSUE HUNG WINDOW
SUVPE
Fm
MAX. O.A FRAME
HEIGHT
(SEE SHEET 1)
MAX. DLO.
HEIGHT
MA)LO.AFRAME
WDTH (SEE SHEET 1)
MAX 0.1-0.
WUrH
0
ARCHOR LAYOUT
THROUGH FRAME -Vousa HUNGWINDOW
FIAT SU 1:1
Arsdemn
WA
. I ..........
z z X.
gzg:
Wry
7 :D
2
ci
REMAM BY DATE
SMG"UPDATE HA klml
DWG. BY: oir, ay;
RV I HFN
SCAM: NTS
WMT724.
I
MAX OA FRAME
WIDTH (SEE SHEET 1) —1
MAX ML0.
WIDTH
MAX
HEIGHT
MAX O'A FRAME
HEIGHT
(SEE SHEET 1)
A
MAX. D.1-0 6
HEIGHT
ELEVATION
ooumEK,f"Gww4DcW
SwPE SRI - 3:1
ANCHOR LAYOUT
THROUGH FRAME - Mjil-E —HUNG WINDOW
RAT SRI 3:1
MAX * D.L.O.
j HEIGHT
MAX. O.A FRAME
HEIGHT
(SEE SHEET 1)
Rm
NW.DAFRAM-E
YAM PEE SHEET 1) w.
MAX. D.L.O.
WIDTH
Ix"
ELEVATION
DousuHu"Guniom
FIAT Su 3:1
aNG O.C. SPA
'A.-
o SEE SHEET 7
MAX S"
FROM
CoR?ffRS
ANCHORLAYOUT
THRMGH FRAME - DOUKE HUNG WWWW
FLATSUSA
An&-rsm
X"Al .............
nimix-S-77—DATE
mm
I
I]
Andersen
MAN
7Gp onAYf KK
33132 � enmuxr, � ssws--
aws
r-1
v�—�i 1
w w �A
J SEE GLAZING I SEE GLAZING j p ?_ Gi
DETAIL, SHEET 1 I, DETAIL, SHEET 1 ®z-e
01-1.
MAX MAX
� POCKET �10iCH � E! FRAME
HEIGHT 7 SEE GLAZING HEIGHT 1 SEE GLAZING ' m
_ x
DETAti, SHEET 1 3 DETAILSHEET 1
' 9jl i. -THE PROFILES SHOWN ABOVE ARE ALSO QUALIFIED AS AN
OPTION FOR USE OTHER THAN SASE FRAME AT THE HEAD. ,' � •••'-s$s �"" u, +¢.,
SEE GLAZING 1. SEE GLAZING
DETAIL, SHEET 2 # #3ETALL SHEET 1 i R eY DATE
_ _, .�
( Sf2E Gi ID UPDATE j HR 1-26A
EXTERIOR INTERIOR i EXTERIOR INTERIOR 4 �.
MAX. MAX. i--r—^--'
FRAME FRAME
HEIGHT I / HEIGHT a
`�;-.,if,-- ]''` ,jy.. ?.a,:eaui�wecr+cca,xnwannwanxsrert,isoca
MAX
po
i ! � 1# �i^m �osnns�xrocem
3 Is � �;ytlill£Itttl{
MAX t ♦'w
D.I.O. (f I 1,
HEIGHT � HEIGHT
o
�T � i � � 7 �
SEE GLAZING 's, �� SEE GLAZING '"'�i SA O
DETAtt. SHEET 1 MAIL SHEET
7 i MAP% sw
l t E> O xi =A
AM CM CF JUDOWMI1 A. tee..
FL A: FL27970
DATE: 02.22.18
5W6. BY: aw- BY:
RV L HFN
SCALE: NTS
DwG-* AWD234�
VERTICAL SECTION �VERTI LSE ION SHEET:
r'StCVE S01 III '_ 4 FLATSU ld "�
i. SEE GLAZING SEE
Mm, SHEET I j Dr
POCKIT NOTCH IJ FRAME
i.E-'THE .PR.OFl,,, SHOW�ABOVE ARE ALSO QUALIFIED AS AN
MAX. OPTION FOR USE OTHER THAN RASE FRAME AT THE HEAD.
D.Lo�
HEIGHT HEIGHT
N
MAX
FRAME
SEE GLAZING HEIGHT
DETAIL, SHEET I
INTERIOR
SEE GLAZING
DETAIL, SHEE
MAX
MLM
HEIGHT
wl
MAX
FRAME
SEE GLAZING HEIGHT
DETAIL, SHEET I
INTERIOR
SEE GLAZING
DETAIL, SHEET I
W�W
VERTICAL SECTION VERTICAL SECTION
nAT S&L " 75
k
SASH REINFORCING SASH REIN
SEE SHEET 7 FOR REQUIREMENTS SEE SHEET 7 fM RMUN
SEE GLAZING SEE GLAZIN
/-DETAIL SHEET I INTERIOR DETAILSHEET
MAX. D.I.O. WIDTH
MAX.FRAMEWIDTH
A HORIZONTAL SECTION
6 LOWERSASH
I SASH
.1 REINFoRamG
S 4EET 7 FOR REQUIREMENTS SEE SHEET 7 KW IT
�SEE GLAZING SEE GI
DETAIL SHEET I INTERIOR DETAIL S
EXTERIOR
MAX.FRAMEWIDTH
(D POCKET NOTCH El FRAME
-T,—THE PROFILES SHOWN ABOVE ARE ALSO QUALIFIED AS AN
OPTION FOR USE OTHER THAN BASE FRAME
Andersen.
...........
ig uj
SS z f5
51
0
Z 0
S
ti
REMARKST BY] DATE
SIZE C�iil) UPDATE W : L26.1
FL27970
mmommilm
0
N
m
PERIMETER S4411AT
BY OTHERS
EMBEDMENT
HORIZONTAL SECrION
i
0.78- JL_
MEETING RAIL, LOWER & LVL REINFORCEMENT
UPPER SASH LVL BOTTOM SASH LVL
REINFORCEMENT DETAIL
2. ONE (1) INSTALLATION ANCHOR IS REOURED AT EACH AN04OR LOCATION
94OWNI,
Z THE NUMBER OF DINSTALLATION ANCHORS DEPICTED 6 THE MINIMUM HUM"
OF ANCROAS TO SE USEFOR PRODUCT INSTALLATION OF THE MAXIMUM SZE
LISTED.
I INSTALL INWOUAL INSTAUATION AN04OZ WITHIN A TOLERANCE Of ±114
R" THE DEPICTED LOCATION & SPACM IN THE ANCHOR LAYOUT OETAnS
ILE., WITHOUT COFISIVERATtON OF TOLERANM� TOLERANCES ARE NOT
CUMULATIVE FROM OW INSTAUAIM ANCHOR TO THE NEXT.
4SHIM AS REQUIRES AT EACH INSTALLATION ANCHOR WITH LOAD BEARING
WW) MAXIMUM AUCFNABLE SHIM STACK TO Of 1/4 INCH. SHIM WHERE
SPACE OF VIS INCH OR GREATER OCCURS, WMG) WALL BE CONSMUCMD
OF HIGH DENS111Y PLASMC OR BETTER.
5- M JAMS SHIM TO BE USED BETWEEN THE FRAME AND THE 114 INCII. SHIM
STACK.
S. MR MASMM OR CONCRETE OPENINGS, A 1X WOW SUCK MAY BE USED
fOPTIONAL) AS LONG AS THE M94IMM EMBEDMENT AND EDGE DISTANCE
REQUIREMENTS ARE STILL MET WITH IN THE CORRESPONDING HOST
SUBSTRATE SEE GENERAL NOTE #3 ON SHEET I FOR MORE INFORMATION,
7MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FROSHES,
INCLUDING BUT NOT LIMITED TO STUCCO, FOAM, ORICK VENEER, AND SIDING,
S. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF
CORROSION RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT
COATING.
9, FOR HOLLOW BLOCK AND GROUT FILLED BLOM Do mar msTAu
MSTALLATION AN04M INTO MORTARJONTS-
FROM FREE EDGE OF BLOCK OREM OF MORTAR JONT INTO FACE SHEU.0f
JILOCK-
Ia. SHALL I D IN ACCORDANCE WITH ANCHOR
I IM2-
0-
I 19/3r
DG JAMB SHIM
ANCHOR SCHEDULE
talE SUBSTRATE! I ANCHOR SCHEDULE
MIN EMBEDMENT VOL EDGE
DISTANCE-1
Wom. MINI. SG - 0. 41-OW00GREW
FLA0T HEAD
OJ6'
METAL IS GAUGE 010 TEK SCREW
3 THREADS MIN
MIN. Fy - 33KSI FIAT 14M
METAL
THROUGH FRAME -
-- ---i
CONCRETE: 311irrTWTAPCON
125 ?-5
MK fc-300" FLATHEAD
MASONRY
3118'ITWTAPCON
ASTMC90WM
RATHEAD
Anchor Schedule - Max O.C. Spacing
Anchor Schedule - Max O.C. Spacing
Standard Double Hung GrK +/- 40 PSF
Sumdard Double Hung Grid, +/- 30 PSF
wkm (in.)
VVIdth (IrQ
Height (in.) 24 36 48
HeightfinJ 24 36 48
54
27 8.5 8.5 8.5
27 - - -
17.0
36 110 13.0 134
36 -
24.0
48 119 19.0 19.0
48 -
19.0
60 24.0 244 16.7
60
16.7
72 24.0 20.7 15.5
72
20.7
76 24.0 22.0 16.5
76
Anchor Schedule - Max O.C. Spacing
84 24.0 24.0 24.0
DP Upgrade Double Hums Grid, /-SS PSF
96 24.0 24.0 21.5
VVkIth (in.)
Anchor Schedule - Max O.C. Spacing
Height (in.) 24 32 40
Fixed Upper Sash Double Hung Grid
V 8.5 &S B.5
(INS E" AND BASE FRAME), +/- 40 PSF
36 110 13.0 13.0
48 19,0 12.7 12.7
vwdth 0m)
so 24.0 16.7 12-5
Height (in.), 24 36 48
54
72 201 15.5 12,4
27 8.5 8.5 8.5
8.6
76 22-0 13.2 11.0
36 13,0 13.0 13.0
13.0
48 19.0 19.0 19.0
12.7
Anchor Schedule - Max O.C. Spacing
so 24.0 24.0 16.7
12,5
DID Upgrade Double Hung Grid, +69/-82 PSF
72 24.0 20,7 15.5
15.5
Wkfth (h)
76 24.0 22.0 16.5
Height fin.; 36
84 24.0 24,0 14.8
62 16Z
96 24.0 21.5 172
UI
0
JEGMUPDATE HR p1m
N
4=32=71
13CIS Horne I Log In ' User Registration ' Hot Topics : Submit Surcharge ' Stats & Facts I Publications ; Contact Us scis
Florida
Product Approval
r @ USER: Public User
> > :,in > Applileation Detail
FL # FL 19563-R5 I
Application Type Revision
Code Version 2020
Application Status Approved
Product Manufacturer
Address/Phone/Email
Qzazmt�
Address/Phone/Email
riSm- _'T;jM-tdA#TfK-- a
Address/Phone/Emall
NO==
Andersen Corporation
100 Fourth Avenue North
Bayport, MN 55003
(651) 264-5308
Alan Barstad
Evaluation Report from a Florida Registered Archite
Professional Engineer
Evaluation Report - Hardcopy Received
Florida Engineer or Architect Name who developed the Hermes F. Norero, P.E.
Evaluation Report
Florida License PE-73778
Quality Assurance Entity Window and Door Manufacturers Association-QA
Quality Assurance Contract Expiration Date 12/16/2030
Validated By Zachary R. Priest, P.E.
Validation Checklist - Hardcopy Received
�-- 0 �-' =
F-
9563 R5 C0,1 01Anders'en SS 202'1 - 1" 0-18
Equivalence of Product Standards
Certified By
Product Approval Method
Date Submitted
Date Validated
Date—P--o-Aim 9._EFiC_AT4tirCWV, I
Date Approved
ASTM E1886
ASTM E1996
TAS 201
TAS 202
A. 203
Method I Option D
0
'ummarV of Products
Model, Number or Name
19563.1 Renewal by Andersen Glider Window
(Non-HVHZ) (Non -Impact)
Approved for use In HVHZ-. No
Approved for use outside HVHZ. Yes
Impact Resistant: No
Design Pressure: N/A
Other: See Installation Details and Evaluation Report for
requirements and limits of use.
19563.2 Renewal by Andersen Glider Windows
(HVHZ) (Impact)
Umits of Use
Approved for use in HVHZ: Yes
Approved for use outside HVHZ. Yes
Impact Resistant: Yes
Design Pressure: +60/-70
Other: See Installation Details and Evaluation Report for
allowable sizes, configurations, installation requirements and
limits of use. I
Description
Renewal by Andersen Glider Window (N(
Installation Instructions
EL-t9961 5 1LA�_ALD_ZA3_.1j,5
enewal hv,1-,n4 t W-104ams
Installation lustructions
Verified By: Hermes F. Norero, P.E. Flori
Created by Independent Third Party: Ye
Evaluation Reports
—FL-19563 R5 A
W'a
Created by Independent Third Party; Ye
ftng: t5k-4 -IM
17—
The State of Florida is an AAJEEO employer, My-right20 : edy#p�,_§tgLetment :
Under Florida law, email addresses are public records. if you do not want your e-mail address released In response to a public-rooDrds n
mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *P
Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email addre!
provided may be used for official communication with the licensee, However email addresses are public record. if you do not wish to sup
provide the Department with an email address which can be made available to the public. To determine If you are a licensee under Chapt
ANDERSEN CORPORATION
RENEWAL BYANDERSEN SERIES GLIDER WINDOW
(NON -IMPACT) (NON-HVHZ)
GENEtALNOTFS
I THE PRODUCT SHO" HEREIN IS DESIGNED AND
MANUFAC, URED TO COMPL! WrTH THE CJRRENT ED47ION
R-OPINA, SURDING CODE IFOO, EXCIARYING HVHZ AND HAS
BEEN EVALUATED ACCORDING TO THE FOLLOVANG:
. AAMA/WDMA/CSA 10111,5,21111
Z. ADOSUACY OF THE EXISTING STRUCTURAL
CONCRETE/fAASONRY, ZX FRAMMG, AND METAL FRAWNG
AS A MAW AINO FORCE RESISTING SMEM CAPABLE OF
RATHST, ANDMIS AND TRANSFERRING APPLIED PRODUCT
LOADS TO THE FOUNDATION IS THE RESPONSIBILITY CA THE
ENGMEER OR ARCHITECT OF RECORD FOR THE PROX-ET OF
INSTALLATION,
3 IX AND 2X 91=,WHCN USED) SHALL BE DESIGNED AND
ANC14ORED TO PROPERLY'TRANSFER ALL LOAD$ TO THE
STRUCUMFE. SUCK DESIGN AND 045TAI-LATION r, THE
RESPONSRU117Y OF THE ENGINEER OR ARCWTECT OF
RECORD FOR THE PROJECT OF INSTALLATION,
4. 1 NSTALL MOM DUAL ZTALULMON ANONERS VOTLKN A
TOLERANCE OF it/41NCH OF THE DEPICTED LOCATION It'
THE ANCHOR LAYOUT DETAIL 01-1 WITHOUT
C'UNODERATION Of TCLEFANCESL TCURANCES ARE M07
CNMIRATIVE FROM ONE fMTAUATrM ANCHOR TO THE
NEXT,
S. THE MSTALLATION DETAJU DESCRIBED PEPSIN ARE
GENERX! AND MAY NOT REFLECT ACDJAl C014DMOM FOR
A SKOFK SITE, IF SHE COMMONS CAUSE INSTALLATION
TO OfVATE FRfW THE REQUIREMENTS DETAiLED NFRFMI,
A LICENSED ENIGNEER OR AR0410ECT SHALL PREPARE SITE
SPECUW- DOCUMENTS FOR JOE WTTH THIS DOCUMENT IN
NON-H"Z AREAS,
APPROVED IMPACT PROTECTIVE SYSTEM 6 REQUIRED ON
THIS PRODUCT HN AREAS RECKNIUNG HORAN REMAKE -
1. DARROW FRAME MATERML: TIOPEX A PVC
S. IN ACCORDANCE WITH THT OIRRENT EDITION ISC, VARGO
COMPONENTS SHALL HAVE KEN PRESERVATIVE ' MTED
OR SFWl BE OF A DURABLE SE FOES AS DETWIS) IN
CHAPTER B.
9, GLASS SMALL MEET THE REQUIREMENTS Of ASTID E 130D
OLASS CHARTS SEE SHEST I FOR GI NNNG DETAILS.
DESIGN PRESSURE RATING
N7F i CONFtIA)RATION
DFS,*V PRESSURE §
SASH HODTH RATIO
72,
+40D / -410 FEE
9v'XS4' 3^ AN
lw x $4, 1 AS
+WID/-40GASR
+400
+25,o/-25Gp--'F
1:1
11
SO
+200 /,20.0 SEE
22
W
/-MTG BEE,
02
_241X
74, x 72,
X
X0
)% —
-354/-35,0
—::::o / �-- -
11
�-
—1w
—!E
-12- X EV
+30.0 1 -3MO REA
—.35,0 / -354 PST
ss T7-2;7—;;�—
�4-
--;iGol
Xox
-25 PEE
TRELO/.".OW
11
—26!2
144'X 72'
XTUI
125-0
wxw
144'AS4'
xox
-30,01-30,UFSF j
1:2:1.
X 72'
xOx
W X fO �_�OX
XoX
.40,01-40,0PST
+35.0/-35OTSF
I
—ZFGN PRESSURE UPGRADE RATING
!T
C..11S.R4110.
DROGNPREGEURF
SASH WIDTH RATIO
IL 6 X 4
NO
+61",
t
74-972-
sc
An
!0
.50A -504 REF
-65.0 OR,
m
--7CLX
------
lW X 72'
XXXX
_.50,0
+26b -26D PSr
1:1.1 A 1:2A
+ZM&O -2840 PMSF
11:1 & 1,21
+63-01-79OP7
1:j:j j;j i
A
74 X 64-
ri—wx —w
ROD
GOP,
+50,01-65DRSP
+ApA:/::�—o �W—E
1:112 12:1
*SEE FRAME DESCRIPTIONS ON SHEET
6 & A
BY STRUCTURAL IYALY. WATER M NOT MCLUDED
,2, OF UPGRADE
PRODUCT MUST BE 1;iiTALLED
THROUC44 FRAME ONLY, EXCEPT 014 $ILL WHERE
i
ANAB QIF-5 MUST BE USED,
. . ...............
TABLE OF CONTENTS
SHEET ROASION SHEET DESTSUMIGN
I
GENERAL NOTES IF GLADNG OfTAfL
2 ELEVATIONS
4 ANCHOR LAVOM
s AROMA 1AYOUTS
R VERTICAL SEXTIONE
NOMIZONTALSECDONS
1AISTALLATO-il NOTES & ANCHOR !2fVVLS __j
3/4-0 ' A. VISLE-ATED
GLASS
ERROR I 1 2 = 0 R
GLAZING DETAIL
GL44NG NOTE!L
1, GLASS TYPE & THICKNESS SHALL CO WITH ASTM E1300
RECILOREMENTS AS WELL AS APPLICABLE SAFETY GLAZING
R ECIRTMEMENTS PER THE FDIC TEMPER AND SAFETY BLAZING
REQUIREMENTS SHALL BE REVIEWED ON A -VIE SPECIFIC RASFS.
I SEMNC BLOCX DURCIMETEP HARDNESS Of 70-90 "ORE A) AS
REFERENCED IN FEC CHAPTER 24,
3, SETTING SLOCKS TO BE LOCATED AT 1/4 SPAN LENGTH FOR GLASS
WDER THAN 36' AS PER F3C CHAPTER 24,
4. MILD, AND DESIGN PRESEERES MAYSIETT EXCEPT) MAN VALUES IN
DESIGN PRESSME TABLES ON SHEET L
Andemn
AM, Of NORM
t!I
0
<
Ate
FL19563
DWEL BY; CHIC ft
RV HFN
SCEALE: NTS
UNIT watt.
___
WIDTH w
MAX 0 LO
43 iiiW
MAX D.LO.
43 155/16-
6 J
UNIT MAX
MAX. D.LO. I
HEIGHT "EIGHT
72" 65"
m
UMT MAX
WIDTH 9V
V
11 LO43 15/16"
FMAXD.LO'
_-A
FMAX
I
;0l
UNIT
MAX D A
m".
D.LO.7 7
HEIGHT
HEIGHT
.... .. .....
UNIT ly
MAX D.
HEIGHT HE
72' 1
I
UWr MAX
i WIDTH 108"
"AV ni n mav ni n
ELEVATION
Non:
109' X 72" XO uNff
—1 ERNATE MEETING SnLE LOCAT;ONS
12 SASH R TIC
MAY OF USED SU04 THAT MAX DLO
WMENSMNS SHOWN HERON ARE, NOT
EXCEEDED. UNEQUALSASH RATIO W
AVARA.RLE FCR ArME/AC",IVE JXX) UNIMS.
UNIT is
WOTH 72'
MAX OLO MAX 13 L 0
31 151ii" 31 iv�;-'
ELEVATION ELEVATION
ie)( 72;XX UNIT Wwx w xx umrr
1:1 SASH RATIO 1:1 SASH RATIO
w
7'X z
.Z> 0
i2 o I
tt
EE
m L r wa v 04, w WNW=
fW CM.
FL19563
U0718
0
UNIT mm.
MAX. D.LO. 7 7
HEIGHT HEIGHT
ST 73.
ELEVATION
iiwx —m- XaFUN—rr
1:1ASASH RATIO
UNTrMAX
WIDTH941
MAX MAX MAX
-4-4 D,LO, 1'a-, D-LO. -4' V.LO.
118 7/115- 367X 18 7111V
UNIT MAX
MAX D.I-O.
HEIGHT HEIGHT
or
I
UNrTM-
WIDTH 244"
MAX. D.LO.
MAX 0.1-0.
MAX V.L0
445/8-
. .... .. 44 519-
44 51W
'Of,
UNIT
MAX 7
MAX.
MLO.
HEIGHT
HEIGHT
7-2-
6r,
+
mmwmmmxwmm
��TERKATE MEETING SULE
ELEVATION
LOCkTIONS MAY BE USED SUCH]
IW X 72' XOX UNIT
DIMLWSI
THATMAX DID OM
1.1:1 SASH RATIO
SHOWN HEREIN ARE NOT
EXCEEDED.
UNITMAX.
WIDTH 244'
&.AV
UNIT 14
MAX D
HEIGHT HE
72'
X Z
0
w
ol
=0�>
r
Wa
5i
6i
R�W
E mamm 0 RRY 0
7 SCAU: NTS
7
W
—=7* A W D 274 31
MAX. 0,C. SPACING
SEE SCHEDULE
CORNER DIST.
SEE 504EDULE
MAt 0,C, SPACING
SEE SCHEDULE
-f—
TWO fNSTAUATtON A14CHOPS JSEE
TABLE ON SHEET 9) AT ME STRl
END LOCATIONS THROUGH HEAD,
SPACED Z5' ON EACH S40E OF MEETWIS
STILE.
EXCLUDES UNfTS 5 36' X AV
L-J
CORNER om
5FESCHEDLILE TYPICAL ANCHOR LAYOUT
OX GLIDED
1:1 SASH RA-r0
TWO INSTALLATION ANCHORS (SEE
MAX, 0,C, SPACING 4—
f TABLE ON SHEET 91 AT MEETING STXE
sc4fouu
END LOCAT*NS THROUGH HEAD,
SPACED 2,5' ON EACH MOE OF MIEEMG
CORNER DIST, i
SEE SCHEDULE
STILE.
EXCLUDES UNITS 5 36' X 4r
MAX.
O.C. SPACING -
SEE SCHEDULE
'10
coPPER N5, T RIM
SEE SCHEDULE
TYPICAL ANCHOR LAYOUT
XO GUDU
Alt METHODS OF INSTALI-AlMN REQUIRT-, 1:2 SASH RATIO
'A CONTINUOUS Y,- BEAD OF 51,UCONE
� quow THE SILL
RENEWAL SERI ES GU DER ANCHOR SPACI NG
FROM PAAXCLC.;MAX0,C, M&KO.C.
INSTAUAT*N ��� )�ETKIAII?5
CONFIG. CORN KAD SILL JAMBS
METHOD
(IN) p) i (IN) (1,-J)
CI NAIL FIN 15 3Z 3.5 15
INSTALLATION
&5 1515 15,25 16
b
CLIP
THROUGH SEE n
,125
F15 ID
RAME NO15- TES
NAIL FIN 3.5 3,5 15 3.5
IWALIATION
0 15 15 Is IS
CUP
THRO" SEE
FRAWM &S 11-25 N 17�25
CITIES
RENEWAL SERIES DIR UPGRADE GLIDER ANCHOR SPACING
I PBOM !MAX O,r-1 w� admAx o'cl
CONFJG� IF SME
mSTAUATM
lCOMERS1 WAD
SILL
IAM BS
?AET"C0
TMROUGH
PI
jAms CUP wsTPu1
5-5 1 9
9
9
(SRI ONLY)
THMHA, UGH
'o to
JANIS ONE INSTALL
5-5 9
9
9
IsmLoNty)
0
-,FMUGH FRAME A
JAM CUP INSTALL
515 9
9 i
9
(SIELONLY)
I
MiRm*" MAW
JAIIACUP WSTAII
515 V-5
lis
IZE
iN �Rmlii
ISSS
IS.25
ss Ly)
* MR THROUGH FRWE WSTALLATKANS,
NSTALLATtON CLIPS MUST BE USED AT THE SILL
N UEV OF FASTENERS TFIROUGH FRAME,
SPACED IN ACCORDANCE wn'H THE
MSTALLATIE04 CLIP SPACING REQUIREMENTS
USTED IN THE ABOVE TABLE,
* FOR CUSTOM SASH RATIOS, USE WORST CASE
ANCHClod SISAVING BETWEEN EQUAL SASH AND
1:2 OR 1:21 SASH RATTISS FROM TAPLE ABOVE
REFER TO SHEET 1, SEE TABU ON SHEET 9 FOR
ANCHOR TYPE DEPENDENT ON MR 5TAU.AT*N
METHOIDANDSUBSTRATE.
INSTALLAT�,ON AKYTES:
OR UPGRADE PRODUCTS WHEN AN'OHORM
WITH *_fTW TAKON FASTENERS THE JAMB
S10—M—VUST WOAR—AME
AW5'THEV4 INCH SHIM —STACK. JAW SHIM
WOT —REOVIRED WHEWUSiNG JAMB —CUP FOR
SILL FAVENING,
Andersen
WN
- ..........
120
S;i
zsU I
V
Em
Fm cm lw
FL M
FL19563
DATE: 11.07.18
Ows, ov'; T 6;K By:
RV � HFN
SCALE: NTS
IN
i- TWO INSTALIA71ON ANCHORS (SEl
j INSTALL NOTES 7-9, SHEET 1) AT
MEETING STILE END LOCA71ONS
THROUGH HEAD, SPACED 25'ON'
CORNER DIST MMO.0SPACING SIDE OF MEETING STU,
SEE SCHEDLILE IXCLUIDESUNITSS 36"X48"
m
TYPICAL ANCHOR LAYOUT
XOX GLIDER
1*1.*1 SASH RATIO
TWO INSTALLATION ANCHOM (SEE
MAX O.C. SPACING INSTALL NOTES 7-9, SHEET 1) AT
SEESCHEDULE MEETING STILE END LOCATIONS
THROUGH HEAD, SPACED 2.5- ON EA04
SIDE Of MEETING STILE
CORNER DST SEE SCHEDULE EXCLUDES UNITS 5 WX 49'
CORNER DJST_T
SEE SCHEDULE
TYPICAL ANCHOR LAYOUT
All METHODS OF IN�iLLAiiii� AE4iA7Wj L,2:1 SASH RATIO
A OWnNUOUS W READ OF SILICONE
SELOWTHE
MAIL FIN 1, 15
&5 j 3.5 3-5
INSTALLATION
5.5
14.5 14,5 16
SEE
20-375 ZL5
NOTES
NAILFIN 1 35
i 15 3-5 3.5
RENEWAL SERIES DP UPGRADE GUDER ANOM SPAaT4G
FROM lVAX0.C.
NSTAIJAMON
Comm& SIZE IjCDRNERSJ HEAD SILL mm
METHOD
11m3 IM) 11N1 (IN) i
-----------
THOM FRAME III i I
JAMSCUP INSTALL 5.5 9 9 9
(SILLONLY)
THROUGH FRom
TI JAMSCUP INSTALL 1 5.S 9 9
(SuOmm
nommfum& I
JAM11 CUP INSTALL SS 20.5 12125 1175
(SILLONLY)
7MROMPRAW&
CUP INSTALL &S w lzm 19.25
twomy) DDD
---------- ---
THROUGH FRAME & 1
JAM CUP INSTALL SS 10.5 S 12.1251 17.5
(SILLONLY)
ma
—J . ... .......
INSTALLATION NOTES,
• FOR THROUGH FRAME
INSTALLATIONS, MTALLATION
CLIPS MUST BE USED AT THE SILL IN
UEU OF FASTENERS THROUGH
FRAME, SPACED IN ACCORDANCE
MATH THE INSTAUATON CUP
SPACING REQUIREMENTS LISTED IN
THE ABOVE TAKE
• FOR CUSTOM SASH RATIO% USE
WORSTCMANCRORVACING
BETWEEN EQUAL SASH AND 1-2 OR
1:2'.l SASH RA7WS FROM TABU
ABOVE.
— TO SHEET 1, INSTALLATION
NOTES4-U FOR ANCHOR TYPE
DEPENDENT ON INSTALLATION
METI-M AND SUBSTRATE.
W�W
�AUATM �N#Tlk-.
WHHEN
DP UPPGRADE PRODUCTS
A
MUST Ustu-N-twaultHE
FRAME AND THE 114 INCH SHIM
STACIL JAMB
R VW EQ ft-`WRfN1XMJAM8
CU0`0bR-S-lL-LF?&fffiK&.--
I
I
,-4NTERIOR
WDODTRIM
SEE GLAZING DETAIL
SHEET 1
E) HEAD/JAMB FRAME
INTERIOR MAX It
El SlU. FV"E FRAW �
HEIGHT R
ALTERNATE EJ FRAME
MAY BE USED AS EQUAL ALTEMATE FRAME rYPE
0
Q
z I
SEE GLAZING DETAIL ;q M
o
0
SHEETS w>
5
z
;iio
3:
ca lo—e
sm"m
TERT1*1 SECTION -
MAR IN INSTALLATION
TNAJLFINPIANGA SREVE"BLF, SEE
I ORIENTATION DKTEREXCE BETWEEN
HEAD AND SILL
----j
I
mi
SEE GLAZING DETAIL
SHEET I
gffiy
HORIZONTAL SECTION
MAX
D,LO,
WIDTH
SEE GLAZING DETAIL
INTERIOR SHEET I
SEE GLAZING DETAIL
SHEET 1
SEE GLAZING DETAIL
SHEET 1
INTERIOR
EXTERIOR 4!cjf�w
EXTERIOR
MAX.
MAX WIDTH
FRAME
WIDTH
HORIZONTAL SECTION HORIZONTAL SECTION
ACTIVE/pp-Sm MttTm Sm ',,,-7.)TWMM fVAMF AND'MMIGH CUP MrALIATION
X
MAX
D.Lo.
WIDTH
SEE GLAZING DETAIL
INTERIOR SHEET I
SEE GLAZING DETAIL
SHEET I
INTERIOR
M".
FRAME
"m
X!2RIMUTAL §J"Inl ON
EXTERIOR
MAX,
D.LO.
INIDTH
SEE GLAZING DETAIL
SHEET 1
HORIZONTTAL SECTION
WAVL iN INSTALLATION
0
Z a
Q v .
z
O
z
110.1
ii 0
wz
n
zz -Hil
o
im
Lav
m
K�W
N7
mik
MIN
SUBSTRATE
EDGE 05TANCE SPAC1td/G
RYOTHERS
MIX
EMBEDMENT
PERT. ETERSEALANT
A. MAX,
SHIM SPACE
PERIMETERSEALANT
BY OTHERS
BY OTHERS
EXTERIOR
EMMOR
04MIDR
Non:
VOL-NLAMB OETAR. SIMILAR.
4"A",,
VERTICAL SECTION
l"RouGHFRAME (HmD)
1/4"MAX
SHIM SPACE
Andersen
MIN.
WN
EDGE
DISTANCE
%
MIK d
..........
'ACING`
T
---------INTERIOR ^, -
-
NOTE
E(TERM
_T�L & IWO DETAIL. SIMILAR, j
PERIMETER SEALANT MIN.
BY OTHERS EMBEDMENT
VERTICAL SECTION
KAJL FIX tHF"l NOTE:
"Ju i HEAD SILL DETAIL SIMILAR
1
9-7
0.462*
1.175" � --
1.294"
AICTWE SASH MEETING STILE
PASSIMSTATIONARY SASH NIEETNG
REINFORCEMENT pfTAIL
STILE REINFORCEMENT DETAIL
[71
0 0.6
f-4 119/32" 2 3
114—
JAMB SHIM INSTALLATION CLIP DETAIL
HORIZONTAL SECTION
SASH REINFORCEMENT REQUIREMENTS
SIZE REINFORCING
REQUIRES STEEL REINFORCEMENT IN ACTIVE
UNIT HEIGHT>W AND PASSIVE OR STATIONARY SASH MEETING
STILES
UNIT HEIGHT < 54" NOTREQUIRED
NUMWOO—NE 6f-PREDRILLED HOLES SHOWN BELOW
METAL SUBSTRATE, USE TWO " MINN SMS AN04ORS PER CUP, IN ROW
NUMOU-69"OREDRILLED HOLES W40M BELOW.
CONCRETEIMASONRY. USE TWOV ITW TAPCON ANCHORS, WITH ONE
ANC14OR PLACED IN ROW NUMBER ONE AND ONE ANCHOR PLACED IN ROW
NUMBER Two of PREDR7XUb-ff69§NmN BELOW. ANCHORS mvsT-BT-
PDRM-6=5NALLY ACROSS T14E CUP.
DO NOT INSTALL ANC14ORS THROUGH ROW NUMBER THREE.
m
mmm�
ri
N
DCmK By -
RV HFN
SCALE: NTS
61,11,17Ai--
I
1. ONE (1) INSTAUATtON ANCHOR IS REQVWD AT EACH ANCHOR LOCATION, UNLESS OTHERWISE SHOWN.
2 THE NUMBER Or INSTALLATION ANCHORS OEPCrM IS THE WOMUM NUMBER OF ANCHORS TO RE USED FOR PRODUCT INSTALLATION OF
THE MAXIMUM Stn LISTED.
3, INSTALL INCMN & SPACING IN THE ANCHOR
LAYOUT DETAILS ME- WfTHOUT CONSIDERATION OF TOLZRANOM TOLERANCES ARE NOT CUMULATNE FROM ONE INSTALLATION ANCHOR
To THE NEXT.
4SHIM AS REQUIRED AT EACH WSTALLAMON ANCHOR WITH LOAD BEARINGSHIMM. MAXWUMALLOWASUSHPASTACK70BEIIANCH.
SHIM WHERE SPACE Of IA6 INCH OR GREATER OCCU0151, SMMMSKAUBEaMTRUCTEDIDFHZHDENSMPLASMCR$ErrER.
s- FOR MASCINRY OR CONCRETE OPENING$, AIX WOM BUCX MAYBE USED (OPTIONAL) AS LOW. AS THE MINIMUM EMBEOMENTAND, EDGE
DISTANCE REQUIREMENTS ARE SM MET WITHIN THE CORRESPONDING ROST SURSTRATE, SEE GENERAL MUM #3 ON SHEFTI FOR MORE
WFORMATION-
61 MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES, INCLUDING OUT HOT UMITEOTO STUCCO, FOAM, BRICKVENEER,
ANDSIDING-
7. INSTALLATION ANCHORS AND ASSOVATFO HARDWARE NPOST BE MADE OF CORROSION RESWANT MATERIAL OR HAVE A CORROSION
RESISTANT COATING.
a. FOR MOLLOW BLOCK AND GROUT FILLED BLOCK, 00 NOT INSTALL tNSTALLATMN ANCHORS IWO MORTAR JOINTS. EDGE DISTANCE IS,
MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR IOINT INTO FACE SHEU OF BLOCK
9INSTALLATION Y. SHALL Of INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURVI'S, INSTALLATION INSTRUCTIONS, AND
ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH SMENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BY THE ANCHOR
MAINIUFACTURER.
mffit M
-7
#IOTEK_.OREW Vn� M14
Fy - 33KSI FLAT WA� 1PENETRA-CION
I-
CONCRM: 3MfrfTW-tAPC0N
MIN. fc=300" RATHEAD I
Kt
0
Z
R -7:F
n —Z
Q, z
i=8
2
2i
19 z
z
4;;21
SiA
EM31ILM
1