HomeMy WebLinkAbout23-56505335 Eighth Street
Zephyrhills, FL 33542
Phone: (813) 780-0020
Fax: (813) 780-0021
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23131���
BAR-005650-2023
Issue Date: 02113/2023
Complete Plans, Specifications add fee Must Accompany Application. All work shall be performed in
accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O.
NO OCCUPANCY BEFORE C.O.
WN I I OK SIGNATURE PE IT OFFICEJ 1
PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED
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WORK PROPOSE0
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WARNING TO OVMER: YOUR FAILURE TO RECORD A NOTICE OF COMMNCEMENT MAY RESULT IN YOUR
PAYNG TWICE FOR IMPROVEMENTS TO YOUR PROPERTY W YOU INTBO 70 OBTAIN FINANCINC, COXXXT
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11/02/2022 03:52 PM Rcpt: 2520059 Roo: MOD IDS: 0.00 IT: 0.00
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Agreement Document and Payment Terms
RBA: RENEWAL By ANDERSEN OF FLORIDA
Legal Name: JLM Windows, LLC
REOMKWAL CGC1527613
14YANDERSEN 997 West Kennedy Blvd, Suite A18 ( Orlando, FL 32810
Phone: 407-803-4723 1 Fax: 407-386-8262 1 Customerservice@rbafla.com
Osiris & Hilda Ramirez
------- . ... ... .... . ..... - -------------
BUYER(S) NAME
38448 Cottonwood PI, Zephyrhills, FL 33542 (813)355-4300
BUYER($) STREET ADDRESS PRIMARY NUMBER
ramirezhj@aol.com
PRIMARY EMAIL SECONDARY EMAIL
Q�
Osiris & Hilda Ramirez
38448 Cottonwood PI
Zephyrhills, FL 33542
H: (813)355-4300
C: (813)244-8215
10/01/22
CONTRACT DATE
(813)244-8215
SECONDARY NUMBER
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.
$28,664 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.
$0
$28,664 Estimated Start:
16-24 weeks
$28,664
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.
[efj 0 LM 4 4 W-A I L01 0 0 le 11,41 14Jil 101 NF-3 � 0 *J:J 1-U 0 YJ I IN 0 K01 A I'll [VAI
SIGNATURE OF SALES PERSON
Blake Silver
-- — ---- -----------
PRINT NAME OF SALES PERSON
--l-11-111 ---- -------------------
10/01/22
27-
..... .. .... . .....
SIGNATURE SIGNATURE
Osiris Ramirez
:1 111 'It 1111 Z F-11M
Hilda Ramirez
U-JT1Tff17-MM
Page 2 / 24
Order Summary
dba: RENEWAL BY ANDERSEN OF
[D# ROOM SIZE
JOB
997 West Kennedy Blvd, Suite Al 8 10
bYANDERSENPhone: 407-803-4723 1 Fax: 407-386-
FLORIDA
Osiris & Hilda Ramirez
Legal Name: AM Windows, LLC I license # CGC 1527613
38448 Cottonwood PI
101 roaster 52 57 "
Window: Double -Hung (DG), 1:1, Limited Travel Reduced 6.6875, Flat Sill,
bedroom 51 56-1/8"
Base Frame, Modern Checkrall, Exterior White, Interior White Performance
Calculator: Winde, Wind Speed 136, Zone 4, PG Rating: 30 1 DID Rating: +
30 / - 30 Glass: All Sash: High Performance Sun Glass,,No Pattern Hardware:
White, Standard Color Extra Lock Screen: Fiberglass, Full Screen Grille Style:
Grilles Between Glass (GBG) Grille Pattern: All Sash: Colonial 4w x'2h Misc:
None Construction: Additional hours for unplanned work (1), Specialty window
Mal I
(per unit) Added to UI Rate (1) Material: 2.25" x 5/8" L-Trim, (12 ft), White
Flat Shims
(20), Caulk - White Exterior (10), Interior Caulk- White (10), 1/16
(10), 3.25" X 3/16" Tap -Con (Masonry) (3), Composite Shims: Tapered (10),
Foam: Low Expansion Polyurethane (2)
102b guest root 52 58
Window: Double -Hung (DG), 1:1, Limited Travel Reduced 6.875, Flat Sill, Base
51-1/8" 56-1/2"
Frame, Modem Checkrall, Exterior White, Interior White Performance
Calculator: Winde, Wind Speed 136, Zone 4, PG Rating: 30 1 DID Rating: +
30 / - 30 Glass; All Sash: High Performance Sun Glass, No Pattern Hardware:
White, Standard Color Extra Lock Screen: Fiberglass, Full Screen Grille Style:
Grilles Between Glass (G8G) Grille Pattern: All Sash: Colonial 4w x 2h Misc:
None Construction: None Material: None
102a guest room52 14
Specialty: Chord, Base Frame, Exterior White, Interior White Performance
Calculator: Winde, Wind Speed 136, Zone 4, PG Rating: 50 1 DID Rating: +
50 / - 50 Glass: All Sash: High Performance Sun Glass, No Pattern Grille
Style. Grilles Between Glass (GBG) Grille Pattern: All Sash: Sunburst Misc:
Misc project, Grilles like for like Construction: None Material: None
103 living room 2 15 61
Window: Double -Hung (DG), 1:1, Flat Sill, Base Frame, Modern Checkrail,
24-3/8" 61®#
Exterior White, Interior White Performance Calculator: Winde, Wind Speed
136, Zone 4, PG Rating: 40 1 DP Rating: + 40 - 40 Glass: All Sash: High
Performance Sun Glass, No Pattern Hardware., White, Standard Color Extra
Lock Screen: Fiberglass, Full Screen Grille Style: Grilles Between' Glass
(GBG) Grille Pattern: All Sash: Colonial 2w x 2h Misc: None Construction:
None Material: None
10/07/22 Page 2 / 22
Order Summary
dba: RENEWAL BY ANDERSEN OF FLORIDA Osiris & Hilda Ramirez
Legal Name: JLM Windows, LLC I License # CGC 1527613 38448 Cottonwood I'l
R E IN MEW AL 007 West Kennedy Blvd. Suite � I. I Orlando, �. 11- Ze h rhills FL33542
es enne y v . u e I I
bYANDERSENPhone: 407-803-4723 1 Fax: 407-386-8262 1 concierge@rbafla.com H: (813)355-4300
Measure Tech-, Jason Britton, C: (813)244-8215
ID# ROOM SIZE DETAILS
105 living room 25 61 Window: Double -Hung (DG), 1:1, Flat Sill, Base Frame, Modern C, , hebkrail,
24-1/2" 61 Exterior White, Interior White Performance Calculator: Winde, Wind Speed
104 living room 511, 61 " Window: Double -Hung (DG), 1:1, Limited Travel Reduced 1.0625, Flat Sill,
51-1/8" 60-7/8" Base Frame, Modern Checkrail, Exterior White, Interior White Performance
Calculator: Winde, Wind Speed 136, Zone 4, PG Rating: 30 1 DID Rating: +
30 / - 30 Glass: All Sash: High Performance Sun Glass, No Pattern Hardware:
White, Standard Color'Extra Lock Screen: Fiberglass, Full Screen Grille Style:
Grill" Between Glass (GBG) Grille Pattern: All Sash: 'Colorllal 4w x 2h Misc:
None Construction: None Material: None
106 living room 35 „ 6,111 Window: Double -Hung (DG), 1:1, Flat Sill, Base Frame, Modern, Checkrall,
35' 61-1/4" Exterior White, Interior White Performance Calculator: Winde, Wind Speed
136, Zone 4, PG Rating: 40 1 DID Rating: + 40 - 40 Glass: All Sash: High
Performance Sun Glass, No Pattern Hardware: White, Standard Color Extra
Look Screen: Fiberglass, Full Screen Grille Style: Grilles Between Glass
(GBG) Grille Pattern: All Sash: Colonial 3w x,2h Misc: None Construction:
None Material: None
107 living room 3 5' 61 " Window: Double -Hung (DG), 1:1, Flat Sill, Base Frame, Modern Checkrail,
35" 61-1/8" Exterior White, Interior White Performance Calculator: Winde, Wind Speed
136, Zone 4, PG Rating: 40 1 DIP Rating: + 40 - 40 Glass: All Sash: High
Performance Sun Glass, No Pattern Hardware: White, Standard Color Extra
Lock Screen: Fiberglass, Full Screen Grille Style: Grilles Between Glass
(GBG) Grille Pattern: All Sash: Colonial 3w x 2h Misc: None Construction:
None Material: None
10/07/22 Page 3 / 22
Order Summary
dba; RENEWAL BY ANDERSEN OF
Legal Name: JLM Windows, LLC I Licen
FLORIDA
Osiris & Hilda Ramirez
se # CGC 1527613
38448 Cottonwood PI
997 West Kennedy Blvd. Suite A 18 1 Orlando, FL 32810
Zephyrhills, FL 33542
16YANDERSEN Phone: 407-803-4723 1 Fax: 407-386-8262 1 concierge@rbafla.com
H: (813)355-4300
Measure Tech: Jason Britton,
C: (813)244-8215
to# ROOM SIZE•
108 kitchen 52 " 62 Window: Double -Hung (DG), 1:1, Limited Travel Reduced 1.3125, Flat Sill,
51-1/8" 61-3/8" Base Frame, Modern Checkrall, Exterior White, Interior White Performance
Calculator: Winde, Wind Speed 136, Zone 4, PG Rating: 30 1 DP Rating: +
30 / - 30 Glass: All Sash: High Performance Sun Glass, No Pattern Hardware:
White, Standard Color ,Extra Lock Screen: Fiberglass, Full Screen Grille Style;
Grilles Between Glass (G8G) Grille Pattern: All Sash: Colonial 4w x 2h Misc:
None Construction: None Material: None
109 kitchen 52 " 62 " Window: Double -Hung (DG), 1:1, Limited Travel Reduced 1.3125, Flat Sill,
51-1/8" 61-3/8" Base Frame, Modem Checkrail, Exterior White, Interior White Performance
Calculator: Winde, Wind Speed 136, Zone 4, PG Rating: 30 1 DP Rating: +
30 / - 30 Glass: All Sash: High Performance Sun Glass, No Pattern Hardware:
White, Standard Color Extra Lock Screen: Fiberglass, Full Screen Grille Style:
Grilles Between Glass (GBG) Grille Pattern: All Sash: Colonial 4w X 2h Misc:
None Construction: None Material: None
PRODUCTS: 10 WINDOWS: 9 PATIO DOORS: 0 ENTRY DOORS: 0 SPECIALTY: I MISC: 0 Updated 1017122
-Block Home, recessed in block, aluminum coming out
-10 windows (9 DH, 1 Specialty, 1 Mull)
32MEE3WM39M3=
10/07/22 Page 4 / 22
Order Summary
dba: RENEWAL BYANDERSEN OF
Legal Name: AM Windows, LLC I Lice
n
FLORIDA
Osiris & Hilda Ramirez
FLOORPLAN - 1ST FLOOR
10 2 b 70 1 /8, 13 3/8
JOB PHOTOS
10/07/22 Page 5 / 22
BCiS Horne i Log in User Registration ? Hot Topics
rich �...
Product Approval
USER; Public User
��un.{ai"ti?�lttlit\ti1w q�j�.', �akNii^��sYm�+�i?
Submit Surcharge Slots i3 Facts Publications Contact Us i BCIS
> t m r . a Appocation Detail
FL *
FL19 62-R6
Application Type
Revision
Code Version
2020
Application Status
Approved
Andersen Corporation
0 Fourth III
Bayport,
Alan Barstad
FourthAlan Barstad
100 Avenue North
Bayport, MN 55003
f
f
Florida Engineer or Architect (wine 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 6y Zachary R. Priest, P.E.
Validation Checklist A Hardcopy Received
Certificate of Independence �Fs " `. "'. R6 COI COI Andersen S 6 20 2 18 �,
ME=
pnz# #
327.010ME=
Date Submitted
Date Validated
Standard
ASTM E1886
04"MUMOTAtl
TAS 201
TAS 202
TAS 203
Summary of Products
FL # Model, Number or Name
Renewal by Andersen Casement
Window - Fixed (HVHZ) (Impact)
Limits 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 eport r
and
limits of use.
19562.2 Renewal by Andersen Casement
Window ® Fixed (Non-HVHZ)(Non-
IMPACT)
Limits of 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 Evaluation report for
limits of use.
19562.3 Renewal by Andersen Fixed Window -
(HVHZ)(IMPACT)
Limits of Use
Approved for use In HVHZ* Yes
Approved for use outside NVNZ: Yes
i. newa y "n —er-s-e-n-Ua-sementTunao9;
(Impact)
Installation Instructions
R-1 R6 11 AWD1,11 2,1,
Installation Instructions
UIL-1-1 I'l§ SS 2020-10-1,
Verified By. Hermes K Nor. rero, P.E. FL P
Created by Independent Third Party: Ye
Evaluation Reports
I -N-ILAMIL-J!1J, t I'L"A'92i: �')'
Created by Independent Third Party: Ye
Renewal by Andersen Fixed Window - (F
Installation Instructions
RA 9!5,62 R6 11 AWD292 SS 2021-06, 1
11-1-1-1-111 . . ... ..........
Verified By: Hermes F. Norero, P.E. Flor4,
Impact Resistant: Yes I Created by Independent Third Party: Ye
Design Pressure: N/A Evaluation Reports
Other: See Installation Instructions and Evaluation report for
allowable design pressures, sizes, Installation requirements and Created by Independent Third Party: Ye
limits of use.
Renewal by Andersen Fixed Window -
-HVHZ)(Non-
Full Frame (Non
IMPACT)
Limits of Use
Approved for use In HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure; N/A
OtIal: SeeftstfllatiaT, I 9 valwation wort for
----------- . . 0649101i 106
limits of use.
19562.5 Renewal by Andersen Fixed Window -
Insert Frame (Non-HVHZ)(Non-
IMPACT)
Limits of Ilse
Approved for use In HVHZ: No
Approved for use outside HVHZ. Yes
Impact Resistant: No
Design Pressure: N/A
Other: See Installation Instructions and Evaluation report for
limits of use.
Renewal by Andersen Fixed Window -
19562.6
Universal Frame (Non-HVHZ)(Non-
IMPACT)
Limits of 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 Evaluation report for
allowable design pressures, sizes, installation requirements and
limits of use.
(Non -IMPACT)
Installation Instructions
9 -19562 R6 11
Verified By: Hermes F. Norero, P.E. FL P
Created by Independent Third Party: Ye
Evaluation Reports
EUT AS -
Created by Independent Third Party., Ye
Renewal by Andersen Fixed Window - In
HVHZ)(Non-IMPACT)
HVHZ)(Non-IMPACT)
Installation Instructions
E .11.-M12
..... _..I I
QwVj=:: Mqne: $50-487-1824
Product Approval Accepts.
MWIN99M
I, INSTALLATION OJPS�ONE (1) INSTALLATION ANCHOR CUP IS REQUIRFDAT EACH ANCHOR
LOCkTION SPOVIRL EACH CUP IS TO USE TWO (2) INSTALLATION ANCHORS.
2THROUGH FRAME AND NAJI-fft ONE 11) INSTALLATION ANCHOR 15 REQUIRED AT EACH
ANCHOR LOCATION SHOWN.
1 INSTALL 01011MMU. IASTA U A TION AN04C M WITHIN A TOLERANCE OF t 112 W04 OF THE
DEPICTED LOCATION IN THE ANCHOR LAYOUT IXTAIE (LE, AVM;T COMWP47M OF
TOURANCESI TOLERANCESARE NOTCUMNAADVE FROM ONE INSTALLATIONAACHOR TO THE
Nw.
t CUF- FOR INSTALLATION THROUG44 IX SUOK TO COMMETIUMASONRY, OF
DIRECTLY INTO CON(StETEIMASONRY, USE TWO (2) 3116 INCH MAIN ITW TAPWX PER
1145TAUATIO" CLIP OF SUFFICIENT LONGTH TO ACHIEVE I V4 INCH MINIMUM EMBEDMENT
AND SHALL MAINTAIN MUMUM 2 EDGE DISTANCE,
FOR INSTALLATION INTO 2X KICK USE TWO 42) ITS RAN HEAD WOOD
SCREWS PER INSTALLATION CUP OF SUFFICIENT LENGTH TO A04MVE 1112 INCH MINIMUM
MMMENT INTO WOOD SUBSTRATE AND SHALL MAINTAIN MINIMUM SM EDGE IXSTANCE
051 —AaOEW I JUT MCH MININIM EMBEDMENT INTO WOW SUBSTRATE AND SHALL
MAINTAIN MINIMUM 31,V EDGE DISTANCE.
& rTqjNBH FKAW- FOR INSTALLATION INTO METAL SUBSTRATES USE #10 HWH GRADE 5
SELF-DRIMNS OR SEUI-TAPINNG SEEM OF SUFFICIENT LENGTH TO ACHIEVE 31. - --'!MUM MINIMUM PENETRA74H BEYOND MfTAtfRAW SUBSTRATE AND SHALL MAJNTAIWNN
314- EDGE DISTANCE
9 THIROURRI FRAME FOR INSTALLATION THROUGH IX BVCK TO 00
WK —RY 0 dffC- & X RE TE ^4 A S ON R Y, I IS. E 0 HE ( 1) 3A 6 WC H I T W TA P C ON C If S W-- X A TIT
LENGTH TO ACHIEVE 1114 It" MINIMUM EMBEDMENT AND SMALL MAINTAIN MINIMUM 2'
EDGE DISTANCE,
4 THE INSTALLATION DETAILS DESCRIBED HERTIN ARE GENERIC
AND MAY NOT REFLECT ACtUAt CONDITIONS FDA A.
SITE, If, SITE CONDITIONS CAUSE INSTALLATION TO DEWATE
FROM THE REQUIREMENTS MAILED HEREM A UCENEW
ENGINES OR ARCHITECT SHALL PREPARE SITE SPECIFIC
DOCUMENTS FOR USE VIATH THIS DOCUMENT,
1V.MAH. FIN, FOR INSTALLATION INTO 2% BUCK USE #9 PAN HEAD WOOD SCREWS OF SUFFICIENT
5, APPROM IMPACT PROTECUIVESYMMISREQUIPIED TO
756—TH TO A0ft-VE X le? PICH MINIMUM EMBEDMENT INM WOW $USSURATZ AND SMALL
PROTECT THIS PRODOCII' IN AREAS REQUIRING IMPACT
MAINTAIN MINIMUM 314- EDGE DISTANCE
RESISTANCE
11.144H. FIN: FOR INSTALLATION INTO METAL SUSSIEATES USE 48 MINH GRADE 5 SELFLINULUNG
9, WINDOW FRAME MATERIAL' RINIUVIAND PVC
59RWTAPPING SCREWS OF SUFFICENTURIPI11H TO ACHIEVE 3 THREAM MINIMUM
PENETRATION BEYOND METAL FRAMEs TE AND SHAU-MAINTAPI MINIMUM 3/4- EDGE
7� GLASS WETS THE REQUIREMENTSOF ASTM E130D. SEE
DISTANCE,
GLAZING DETAILS ON SHEET 3.
w-ANAMMUZAVA 'H01K.FARA�1 wjJ"P
LIMITED TO STUOGG, FORM, NICK VENEER, AND SONG
".114STAUATION ANCHORS AND ASSOLIATED HARDWARE MUST BE MADE OF CORROSION
RE55TANT MATEFUAL OR HAVE A CORROSION RESISTANT COATING.
14-FOR HOLLOW BLOCK AND GROUT FILLED BLOCK, DO NOT INSTALL INSTALLATION ANCHORS
INTO MORTAR JOINTS. EDGE DISTANCE IS MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF
MORTAR JOINT INTO FACE SHM OF ROM
15.1RITTAUTA001 RAVI XNS SAAlk BE KVtAU.ED I' A ACCORDANa WITH ANCHOR
MANUFACTURER'S RMALIAMON INSTRUCTIONS, AND ANCHOR$ SHALL NOT RE USED IN
SUBSTRATES WITH SMENGTHIS LESS THAN I' HE MINIMU M STRENGTH SPECIFIED SYTHE
ANCHOR MANUFACTURER,
16JNSTALLATM ANCHOR CAPAOTHES FOR PRODUCTS HEREIN ARE BASED ON SUMRATE
MATERIALS WITH THE FOLLOWING PROPERITM
A,
C GROUT-FILLEO CMU- UNIT STRION51H CONFORMS TO ASM C,90 WITH MINIMUM
COMPRESSIVE STRENGTH OF 2000 PSI AND GROUT CONFORMS TO REM C 476, MINIMUM
GROUT COMPRESSIVE MEMETH OF ZWD PSI. 1), HOLLOW BLOCK CM - UNIT STRENGTH COWORMS TO ASTM C-901NITH MINIMUM
COMPRESSM STRENGTH Of 20M P% S' MINRMUMWALLTHICKNESSOFMMILS�18
GAUGE).
FALUMMUM - MINIMUM WALL THROMS OF W, WO-75 ALLOY OR BETTER
SHEET SHEET DESCRIPTION
2 ELEVA71ONS & ANCHOR LAYOUTS
3 THROUGH FRAME & NAIL FIN INSTALLATION DETAILS& GLAZING
DETAIL
4 MAIL FIN INSTALLATI 0
CLIP INSTALLATION DETAILS
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ALLTMCALSUSSMTES& INSTALIATION METHODSSHOWN
HEREIN MAY BE USED AT THE HEAD, IAMBS, OR SIU. ANCHOR
EDGE DISTANCE AND EMBEDMENT SHALL BE AS SPECIFIED IN
TYPICAL DETAII.S. SEE KSTARATMN NOTES 4-11, SHEET 1, FOR
ANCHOR SPECIFICATIONS FOR EACH INSTALLATION METHOD,
MAX. O.C. SPACING
SEESCHEDULE
CORNER DIST,
SEE SCHEDME
I
UWMAX
WIDTH
(Wl-f--i
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(H)
NOTE:
WINDOW WIDTH AND HEIGHT
(H) ARE INTERCHANGEABLE FOR ALL
SIZES SHOWN HEREIN NOT TO EXCEED
MAXIMUM TESTED SQUARE FOOT AREA,
ANCHOR SPACING SHALL NOT EXCEED
THOSE SHOWN FOR LONG OR SHORT LEG
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STUD BY OTHERS
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FIN & METAL STRUCTURE
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BY OTHERS
PERIMETERSEA LANT
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O.A. WINDOW
HEIGHT
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DISTANCE
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INSTALLATION ANCHORS
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SPACE
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BITE
#10 GRADE 5 HWH SELF -
INSTALLATION ANCHORS
SEE GLAZING DETAIL
GLAZING DETAIL
EXTERIOR 2M.21
WAD - METAL FRAME SUBSTRATE
NAILM
1,5N�AiIL FINA/FtWANGE �JSREVERSjl:8LEjTSAjE I TIOM DIFFERENC
ORIENTATION DIFFERENCE IN DETAIL
E�
NITS REQUIRE BOTH THROUGH
FRAME AND NAIL FIN ANCHORAGE,
SEE GLAZING DETAIL
EXTERIOR INTERIOR
O.A. WINDOW
HEIGHT ItV'MAX,
SHIM SPACE
PERIMETER SEALANT
By OTHERS I 11r MIN�
EMBEDMENT
BY OTHERS
EXTERIOR FINISH
.........
CAULK BETWEEN-
FIN & ZX
WOOD SUCK J, #10 PAN HEAD WOOD SCREW
2XWOODBUCK-"- INSTALLATION A
BY OTHERS NCHOR
48 PAN HEAD WOOD SCREW
CAULK BETWEEN 314MfN. INSTALLATION ANCHOR
'
CONCRETE/MASONRY & 2X EDGE DISTANCE
WOOD BUCK BY OTHERS
CONCRIFTE/MASONRY-
8YOTHERS, VERTICAL SECTIONNAIL FBM
INTERIOR
SEE GLAZING
MAIL
NOTE:
1. ALL GLAZING MEETS SAFETY GLAZING REQUIREMENTS
AS PER CH 24 OF THE FBC
2. SETTING BILM DUROMETER HARDNESS OF 70-90
(SHORE A) AS REFERENCED IN CHAPTER 24.
3, SETTING BLOCKS TO BE LOCATED AT 114 SPAN LENGTH
FOR GLASS WIDER THAN 36" AS PER CHAPTER 24.
4. D.L.O. MAY NOT EXCEED MAX DIMENSIONS SHOWN IN
ELEVATIONS.
11/2'MIN. -1
EMBEDMENT
1/4'MAX,
SHIM SPACE
WOOD STRUCTURE BY OTHERS
#10 PAN HEAD WOOD SCREW
INSTALLATION ANCHOR
EDGE DISTANCE
EXTERIOR
a PAN HEAD WOOD SCREW
INSTALL
ATION TION ANCHOR
CAULK BETWEEN
FIN & ZX WOOD SUCK
O.A. WINDOW EXTERIOR FINISH BY OTHERS
WIDTH
PERIMETERSEALANTRYOTHERS
,HORIZONTAL SECTION
mm - WOOD BUCK
HAIL FIN
ANDERSEN
SHEATHING & METAL--,
STUD By OTHERS
CAULK BETWEEN -
FIN & METAL STRUCTURE . ......
EXTERIOR F1145H
BYO RS
PERIMETER SEALANT -
By OTHERS
3/4" WN, EDGE
DISTANCE
#9 GRADE 5 HWH S&F-DRILLING
INSTALLATION ANCHORS
1/4' MA S;�. H, WISP
HEIGHT CIAWINDOW HIS DETAIL, SEE SHEET 9
EXTERIOR
VERTICAL SECTION
HEAD - METAL FWA SUBSTRATE
NAIL RN
N471CiiR/FtANdi 1S RIFVERSIRLE, SEE
ORIENTATION DIFFERENCE IN DETAIL
AAND S
SEE GLAZING DETAIL, SEE SHEET 3
EXTERIOR LNMtOR
D.A. WINDOW
HEIGHT V4- MAY,
SH04 SPACE
PERIMETER SEA
RYOMTHE 3/4'MIMEDGE
DISTANCE
EXTERIOR FINISH
BY OTHERS
CAULK BETWEEN -- FIN & 2X
WOOD SUCK
2X WOOD SUCK
BY OTHERS 09 PAN HEAD WOOD SCR
EW
CAULK BETWEEN INSTALLAnON ANCHOR
CONCRETE/MASONRY&2X-
WOOD BUCK BY OTHERS EMBEDMEW
CONCRETE/ MASONRY ---
BY OTHERS VERTICAL SECTION
SIlL - 2X WOOD BUCK
rimm
3/4' MIN. EDGE -1
D/- O TBUMBE BY THERS
ISTANCE I / wows
1/4' llW� -1 t-T
SHIM SPACE
INTERIOR
1 1/2� MIN�
EMBEDMENT
01\1
SEE GLAZING
DETAIL, SEE SHEET 3
EXTERIOR
#9 PAN READ WOW SCREW
INSTALLATION ANCHOR
N— CAULK BETWEEN
FIN & 2X WOOD BULK
EXTERIOR FINISH BY OTHERS
O.A. WINDOW
wim
PERIMETER SEALANT BY OTHERS
ORIZONTAL SECTION
JANIS-WOODBUCK
lift IN
Nu
lo.
-ONE (1) #9 SCREW, PER CLIP, FROM
CLIP TO WINDOW FRAME
CAULK BETWEEN
3/4- MIW EDGE,
CONCREWMASONRY & ZX
DISTANCE
WOW SUCK BY OTHERS
CONCRETVMASONRY
TWO(2)#SPHWOODSCR EW
NSTAUNnONANCHORSPER CUP
BY OTHERS••
2X WOOD SUCK
BY OTHERS
EXTERIOR FINISH
1112- MIN,
BY OTHERS• BY
PERIMETER SEALANT
By OTHERS
114- MAX,
SHIM SPACE
OA� WINDOW
HEIGHT
EXTER"tDR
INTERIOR
SEE GLAZING DETAIL SEE SHEET 3
A
j
VERTICAL SECTION
WEAD - 2x WOW BUCK
WSTALLATI011 CUP
EXTERIOR
O.A. WINDOW
HEIGHT
PERIMETER SEALANT
BYOTHERS \rf-
I
BY OTHERS
ixwomaucKl--4>::
(OPTIONAL) BY OTHERS
ONE (1)98 SCREW, PERCUP, FROM
11/4' MIN. O.C.
CLIP TOWIND9W FRAME SPACING
cAuLK ar;TwuN
CONCRETE/MASONRY
WOOD BM BY OTHERS
CONCRETE/MASONRY BY OTHEPS—/1' VERTICAL SECTION
SILL - 1X WOOD ON OONCRFTE/MMNRY
INSTALLATION CUP
SHIM SPACE
NuwdER —omf or MOBILLED HOLES SHOWN BELOw
METALSUOSTRATE: USE TWO#& RWH SMSANCHORS PERCUP,fNROW
NU`MffRdNtWPREDRIUfD HOLES SHOWN BELOW,
CONCREWMASONRt USE TWO 3/16'ITW TAPCON ANCHORS, WITH ONE
WNCHOR —PLACED IN ROW NUMBER ONE AND ONE ANC14OR PLACED IN ROW
NumsER Two OF PkiffffuLfURMS'Mom Ram, ANcHoRs MUST �BE
12-A
DOR BEE
- -----------
1 21
INSTALLATION CUP DETAIL
11/4"MIN.
EMBEDMENT 1/4* MAX.
SHIM SPACE
V'MIN. EDGE
DISTANCE
11/4' MIN, O,C,
SPACING
TWO (2) 3/16" HWH ITW TAPCON
INSTALLATION ANCHORS
INTERIOR
ONE (1) NO SCREW, PER CLIP, FROM
CUP TO %MNDOW FRAME
CONCRETEIMASONRY
BY OTHERS
RIO
PERIMETER SEALANT EXTE R
BY OTHERS
E GLAZING DETAIL,
EXTERIOR FINISH SEE SHEET 3
BY OTHERS O.A. WINDOW
L WIDTHrt
,,-C,,HORIZONTAL SECTIO ' N
JAMB:CREN/MASONRY
IWTAUATION CLIP
9.4
9 RE
-RE
Eff&'�307*xrz
Ttml OF
mm
Im
A
CIRCLE TOP CHORD
OCTAGON
TRAPEZOID
QUARTER CIRCLE R
W
EQUAL LEG ARCH
SPRINGLINE
HEXAGON
PENTAGON
(w) -
NOTE:
WINDOW WIDTH (W)AND HEIGHT
(W) (14) ARE INTERCHANGFFOR L (HI SIZES SHOWN HEREIN =LTTO EXCEED
1.111.. T.DSQ.AI1E A.�,
HALF SPRINGUNE
PEAK PENTAGON
RIGHTTRIANGLE
CIRCLE
TRIANGLE
w
UNEQAUL LEG ARCH
PW. (M) SIW .64-sm
.0
R-11
,33M
M�A
0
M
BCIS Home ; Log In " User Registration Hot Topics Submit Surcharge ; Stats & Facts
db@Product Approval apr USER: Public User
> > Application Detail
FL # FL19971-RS
Application Type Revision
Code Version 2020
Application Status Approved
M*rMVM-rX-WTW4
Address/Phone/Emall
im
Publications Contact Us SCIS
Andersen Corporation
100 Fourth Avenue North
Bayport, MN 55003
(651) 264-5308
Alan Barstad
''I t"l 'tife'A XLA
�Irofessfonal 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 Data 12/16/2030
Validated By Zachary R. Priest, P.E.
Validation Checklist ® Hardcopy Received
# 115
mg-AminTon-
Product Approval Method Method I Option D
Date Submitted
12/18/2021
Date Validated
12/19/2021
Date Pending FBC Approval
12/23/2021
Date Approved
02/08/2022
FL Model, Number or Name
19971.1 Renewal by Andersen High
Performance Mullion (HVH
I (Impact) I
Limits of Use
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
Impact Resistant: Yes
Design Pressure: N/A
Other; See Installation Instructions, AWD290, and Product
installation requirements.
Description
Fiberglass Mullion
1 Installation Instructions
L
Verified By: Hermes F. Norero, P.E. Florl
Created by Independent Third Party: Ye
Evaluation Reports
E&JU1192'11 5-Z -1-11
Created by Independent Third Party., Ye
1971®2 Renewal by Andersen High Fiberglass Mullion
Performance Mullion (WZ3) (Impact)
Limits of Use
Approved for use In HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant. Yes
Design Pressure: N/A
Other. See Installation Instructions, AWD295, and Product
11 t I
19971.3 Renewal by Andersen Mullion System
Limits of
App for use In HVHZ: No
Approved for use outside HVHZ; Yes
impact Resistant: No
Design Pressure: N/A
Other: See Installation Instructions, AWD142, and Produ
Evaluation Report, PERS881, for design pressures, sizes, �md
installation requirements.
Installation Instructions
E11122— R-9 ANIM 515-2a
Fiberglass Mullion
Installation Instructions
-211' §Z2
Verified By: Hermes F. Norerp, P.E. Flori
0=0 MM S11110111 -
contact Us ; : 2fi 1 8 air Rpne Road, D ahassee FL 32399 Phone: 8 0-487a1824
Under Florida law, email addresses are public records, If you do not want your e-mail address reused in response to a public -records rf
mail to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact $50.487.1395. *P
Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.B. must provide the Department with an email addre:
provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to sup
provide the Department with an email address which can be made available to the public. To determine If you are a licensee under Chapt
Product Approval apt$:
.,.... El im ,eCi
IS REQUIRED AT EACH ANCHOR
LOCATION x OTHERWISEMM, UNLESS 2. THE RUNNER OF INSTALLATION ANCHORSDERCTED IS THE MINIMUM
NUMBER OF ANCHORS TO BE USED MR PRODUCT INSTALLATION.
3. INSTALL INDIVIDUAL INSTALLATION ANCHORS INITHIN A TOLERANCE
OF ±ln 94M OF THE DEPICTED LOCATION IN THE AN04OR I
x
WITHOUTDETAIL (IE-,
TOLERANCES ARE NOT CUMULATIVE FROM ONE INSTALLATION
ANCHOR TO THE 10M
INSTALLATION SHALL CONFORM TO THE FOLLOWING REQUIREMENTS:
4.11 MINIMUM EMBEDMENT OF I-VZ INCH. INTO WOOD
4.Z MINIMUM EDGE DISTANCE OF 3/4 INCH,
43, MINIMUM O.0 DISTANCE OF
CONFORMS. FOR INSTALLATION THROUGH METAL FRAME USE #10 FH
RWALtATION SHALL x THE FOUDINING REQUIREMENTS.
151. THREE (3) THREADS MINIMUM PENETRATION BEYOND METAL
FRAME WALL
5.1 MINIMUM EDGE DISTANCE OF L/2 INCH.
53MINIMUM U.C. DISTANCE Of 314 INO-L
C FOR INSTALLATION INTO CDAICRETEIMASONRY SUBSTRATES USE1/4
TO
THE FOLLOWING RECKHREMEN13.
CL MINIMUM EMBEDMENT OF
DISTANCE7MINIMUM EMBEDMENT AND EDGE
SHEATHING, & WALL FINISHES, JKLUDtNG BUT HOT UNIM TO
B. INSTALLATION ANCHORS AND ASSOCIATED
BASEDMADE OF CORROSION RESISTANT MATERIAL OR HAVE A CORROSION
RESISTANT COAMNG
9. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH
ANCHOR MANUFACTUREWS INSTALLATION INSTRUCTIONS, A140
ANCHORS SHALL NOT BE IJSEO IN SUBSTRATES WrM STRENGTHS LESS
THANTHE MINIMUM STRENGTH SPECIFIED BY THE ANCHOR
MANUFACTURER
10. INSTALLATION ANCHOR CAPAOM FOR PRODUCTS HMIN ARE
ON SUBSTRATE MATERIALS WTTH THE FOLLOVVING PROPERTIES
A. s 4155
CONCRETE x.
COMPRESSIVEWITH MINIMUM Of
TO ASTM
OF 'w
Y
THROUGH GUSSET INSTALLATION,
R ALUMINUM - 118 INCH, MINIMUM THICKNESS (6063-T51
. - _
ADEQUACf OF THE EXISTING STRUCTURAL
WNCRETE/MASONRY, ZX AND METAL STUB FRAMING AS A
MAIN VAND
RCE RESISTING SYSTEM CAPABLE OF
WITHSTANDING AND TRAWERRING APPLIED PRODUCT
Y•k xFOUNDATIONRESPONSIBILITY
ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT
Y.
t x DESIGNED A
STRUCTURE. BUCK DESIGN AND INSTALLATION ISS THE
RESPONSINUTIf OF THE ENGINEER OR ARCHITECT OF RECORi
FOR THE PROJECT OF INSTAUATIM.
ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE
t
Yx.
PROTECTTHIS PRODUCT IN AREAS REQUIRING IMPACT
!:#*tIIFI67Fl T�a�^„&dA�FT;,Zs=L»x.
-a a
Y-
r
x} x
TABLE OF OPMUM
8
— _mat
�rsecnz��asj,
s NWAL x iT)as
W=sMTTALSTW,OR CMCWTE INSTALLL
7 # 8 -Nt&4 VSAD TABLE: flA RLif0 &4L
SOM A
COMPONENTS
MULLING _INSTmCnom*
• STEP 1: ESTABLISH MULL ASSEMBLY FRAME TYPES AND
MULLCONFIGURATIOk
• STEP 2i VERIFY
SWEETS 2-4 (REFER TO ABEREVIATIONTABLE ABOVE).
ANA
AAiSSILE IMPACT RATING
NON -IMPACT
11
u
Q�
zr°��
�'A �Z
� °
z
X n
0
a
s�'A 4
I
CAS EJ TO CS -El
/--D,, PWU-FJTOPWU-FJ
wFarIcAt m HOMMAt mm
#SX -1/4- PH SCREWS,
R. FROM END 20'0,t MAX,
AT EA- SME
1-314- AT GLIDER
N HOR20KTAL MVU-5
USE EA. PRE-DR1LE3
GL-V TO CS-EJ
�7r
,'� DB-FULL TO DO FULL
III-y—
#9 X 1-114' PH SCREWS,
VFROIDS END & 20' MAX, CLC,
USE EffHER POW FOR EACH FASTENER
LOCAMON
,J'1% PW-FULL TO DR -FULL
v"rmmwowowmmft
ONLY. USE EA PRE -DRILLED
ROLE.
N
#8 X 1-1/4- N4 SCREM,
6' FROM END &
MAX 2V'O.L
GL-FJ TO PWU-E)
rt", PWU-EJ TO CS-EJ
ki
( :F 1, PW-FULL TO PW-FULL
w
GL-EJ TO GL-EJ
CA
T
Z2
REMARKS
By DxTE
t
3m = ME= K Mau=
FL ff-
FL19971
—S 08.15.17
DwG. BY: CHV- BY:
HR HFN
SCALE; NTS
bv,fG,#, AWMA)
I
JCS -BASE TO CS -RASE
� VOMMORROMMALM(ME
ffiffi���
X 1-1/2' PH SCREWS,
FROM END & MM, 20'O.C,
) X 1-3/4' AT GLIDER
IT IN HORIZONTAL MILLS
M USE EA. PRE -DRILLED
LE.
Xl-1/4"PHSCR
M,
:ROM END & MAX. 2W D.C.
GL-BME TO MU -BASE
MY W.-Ifffm
U-B ETii @I EY
!SET� TO D T
3 � TgR
m
PW-INSERT TO PW4NSERT
mm
AT FA SIDE
jC_)_qL-llA ET ibL ili
19=
GL-BASETOGL-BASE
7v— --
IMMUHAVEMORTH
BAYPM,MNS003.JM
Im (651) m
C,
22S
91
9
*1 ---ll -141 *
MUEEZEEKIM
BASE FRAME TO CS -WE FRAME
#10 X 1-3/4' FH SCRM,
080��
#9 X 1-1/4' PH SCFrtVn,
6"FROMEND&MAX20'0,C-
AT EA. WE
DG Ef FRAME TO CS-EJ
#8 X 2.W PH STREWS,
V FROM FND & MAX- 2W O-C.
Z
!!Rm
c9l, ATEA. SIDE
DG �ASE ET
_,-#IGXI-3/4'FH5CREM,
0,
m
* i
(4) INSTALLATION ANCHORS PER---.
BRACKET (SEE INSTALL NOTE 4, ..,
SHEET 1)
(4) #8 X 11r FH SCREWS--,-__
PER BRACKET
MINIMUM
WOOD By OTH
EMNOMENI(SEE
SEE INSTALL NOTE 10, SHEET L
L
INSTALL NOTE 4,
-------
1 SHEET 1.)
---7
(4) INSTALLATION ANCH PMER r
BRACKET (SEE INSTALL. N 4,
SHEET 1)
3/4" MIN.
EDGE DWANCE
VE I
GU S%T INgrALLATTON - VA30D
3-2/4. mumm
AMEN
MINIMUM
CONCRETE/MASONRY BY OTHERS—
EMSEDMEWr (SEE
SEE INSfALL NOTE 20, SHEET 1.
INSTALL NOTE 6,
SHEET Ij
PER TWO (2) INSTALLATION ANCH SEEINSTALL N= BRACKET
6, SHEET 1)
2 112" MIN,
EDGE DISTANCE
FNiii �-ii;;�iio-O-B-m MAYBE
UTILIZED BETWEEN GUSSET CUP W
VERTICAL SECTION
-Z
ONCREWMASONRY.
LC-1
- ----- ___
WrSErMrM1ATM.COW_/MA50NRY
3-1/c MULL"
MIMI
I MINIMUM
EMBEDME METAL STUD BY OTHERS—,,, NT (SEE
SEE INSTALL NOTE 10, SHEET L INSTALL NOTE 5,
SHEET 1�)
FOUR (4) INSTALLATION ANCHORS —
PER BRACKET (SEE INSTALL NOTE
5, SHEET 1)
1/2- MIN.
tt�
EDGE DISTANCE I
VERTICAL SECTION
GUSSETWSTAUATION - MVrAL STW
3-114'FAUUMN
1i
si
NOTE:
1) MULUON CHART APPLIES TO RENEWAL MULLION ASSEMBLIES, WHEN MULLED IN ONE-WAY,
STACK OR RIBBON, CONFIGURATIONS.
2) DESIGN PRESSURE VALUES ARE POSITIVE AND NEGATIVE IN PSF.
3) MAXIMUM DEFLECTION HAS BEEN LIMITED TO t/17S.
4) DESIGN PRESSURE OF ASSEMBLY IS LIMITED TO THE LESSER DESIGN PRESSLM OF THE MULLION
ASSEMBLY OR THE INDIVIDUAL UNIT OF INSTALLATION. ADJACENT WINDOWS SHALL RE UNDER
SEPARATE FL APPROVAL.
5) MULLION CHARTAPPLIESTOTHE FOLLOWING INSTALLATION CONDITIONS:
GUSSET"ISTALLATION TO WOOD, METALSTUD, OR CONCRETE
6) TRIBUTARY WIDTH = W = (A+B)/l
7) REFER TO SHEET 5 FOR INSTALLATION DETAILS.
9) WHEN WWDOWS ARE STACKED VERTICALLY, T"E MANUFACrURER/INSTALLER SHALL ENSURE
THAT THE WEIGHT OF UNIT$ ARM WILL NOT CAUSE DEFLECTIONS OR STRESSES WHICH WILL
AFFECT OPERATION OR STRUCTURAL ADEQUACY OF UNITS BELOW.
all;
* P - - I- - " r -1 -.. *
-01 t
I
W - Trbutmy VWft #n)
Ler4th 9
66.0 1
65.0
65.0 1
65.0
65.0
65.0
05.0
no 65.0
664 65.0
6&0
-0
WX
O
65,0
65.0
65.0
65.0
�01
65.0
65.0
66.0
65.0
no
6L.o
85.0
65.0
65.0
(i-o-
--ii6- -675
--65
-0
-6-6 -0
65-0
65.0
65.0
65.0
65.0
-L
rvm65.0
65.0
��-o
62.0
fi-O-ii-1
-1
53A
52.5
51.7
50_6
50-6.._
w-6
50.6
63.6
-11M-0
56.7
-
51.7
-,--
47.9
45.1 1
42.9
42A
_6R-6
41.3
39A 1
38.8 1
---50-6
38.8
X8
Zi;
�-8
36.1
- - - - - -------
35.5
30.6
3OL6
30A
30A
33.1
31.1
i 30.5
29.5
27.3 i
25.8
25.1
24.8
24.8
24.8
43.5
38.3
34A
31.5
29.2
272
26.8
25.8
23.6
2�7
2DX
20.5
ii4--
�.6,1 31�.O
-
28.3
26.1
24.4
23.9
�-21-.3-
23.0
20,8
-1
19.4
18A
I&S
173-7-
15.4
17.2
15.1
3615
32.0
1 28.6
26.0
24.0
22.4
i
90-
J_I!:!_
1
L
-5
282
25.6
M
V-0
21.5
20,7
1&6
17.2
162
15.15
15.0
311
30x
28-9
267
25.8
23A
23.6
2t6
19.8
18A
18 0
17.2
15.4
...
..... ..
2"
24.9
22.1 i
20.0
IM
17.0
16.6 1
mg
207
1&7 -17
15.8
154-
251 t
21.8
194
17.5
1$0
22:3-
19A
1-7.2 il
16.'s
-
& 5
150
NOTE:
1) MULLION 04ART APPLIES TO RENEWAL MULLION ASSEMBLIES, WHEN MULLED IN ONE-WAY,
STACK OR RIBBON, CONFIGURATIONS.
2) DESIGN PRESSURE VALUES ARE POSITIVE AND NEGATIVE IN PSF.
3) MAXIMUM DEFLECTION HAS BEEN UMffED TO E/175.
ASSEMBLY OR THE INDIVIDUAL UNIT OF INSTALLATION. ADJACENT WINDOWS SHAI E BE UNDER
SEPARATE FLAPPROVAL
S) MULLION CHART APPLIES TO THE FOLLOWING INSTALLATION CONDITIONS -
GUSSET INSTALLATION TO HOLLOW BLOCK OR G"Ut FILLED CMU
61 TRIBUTARY WIDTH
7) REFER TO SHEET 5 FOR INSTALLATION DETAILS.
8) WHEN WINDOWS ARE STACKED VERTICALLY, THE MANUFACTURER/INSTALLER SHALL ENSURE
THAT THE WEIGHT OF UNITS ABOVE WILL NOT CAUSE DEFLECTIONS OR STRESSES WHICH WILL
AFFECT OPERATION OR STRUCTURAL ADEQUACY OF UNITS BELOW.
Rknewal
MFOUMAW�
pw all X" rk'('" s
za
ci
-cc
REMOKS
"y HATEifN FEC COM CHA-4- -I.
.91
m
11
CS -BASE FRAME
FIBREX
27 32'
@PW-FULL FRAME
FIBREX
- T
4131-
DB-FULL FRAME
FISREX
I-
1586
14 PWANSERT FRAME
F%REX
2.5W
_7 J
3-1/4" RENEWAL MULLION EXT. TRIM (FULL FRAME) [MT. TRIM (INSERT)
FBMLASS FUMEX PVC
1 942'
T-� 0A27-
CS-Ef FRAME
RBREX
IWOOD FIBREXNT. TRIM (VENEERIFULL) FIBRE (INSERT)
DS-INSERT FRAME
10
FIBREX
4.OW
/--\ ADAPTIVE GUSSET, SILL '--'\ ADAPTIVE SPACER, UNIVERSAL 25 DG INSERT FRAME
3j 304 SS 112 GA.)QJ4 INJECrION MOLDED PLASTIC FIBREX
3�
LAW 0,231-
2DW
T
C312'
PWU-BASE FRAME
FIBREX
4DW
) GL-BASE FRAME EX 22
A304 DAPTIVE GUSSET, HEAD
6 FRR�)
O=il c,993"
2cr
DG BASE FRAME DG EJ FRAME
FIBREX Q7J RBREX
4,375' 4375'
) 3,795'
4.3
SS 412 Ga.
z.
ow
m
I A -
a
a
m
NMI "W"M "Aw"N", Am"O'
BCIS Home Log In User Registration Hot Topics Submit Surcharge Stilts & Facts Publications Contact Us OCIS
bd
a
Product Approval
uSER: Public User ,
N > "A > Application Deftil
FL # FL27970-R3
Application Type Revision
Code Version 2020
Application Status Approved
WOM
Authorized Signature
Technical Representative
Address/Phone/Emall
Quality Assurance Representative
Address/Phone/Fall
Compliance Method
Andersen Corporation
100 Fourth Avenue North
Bayport, MN 55003
(651) 264-5308
alan.barstad@AndersenCorp.com
Alan Barstad
alan.barstad@AndersenCorp.com
Alan Barstad
100 Fourth Avenue North
Bayport, MN 55003
(651) 264-5308
abarstad@andersencorp.com
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 12/16/2D30
Validated By Zachary R, Priest, RE.
Validation Checklist - Hardcopy Received
Certificate of Independence
Certified By
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
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AAMA/WDMA/CSA 101/LS.2/A440
TAS 201
TAS 202
TAS 203
Method I Option D
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27970.1 Renewal by Andersen DG Series
Double Hung Window (Non-ImpacL)
(Non-HVHZ)
Trim, lits of 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 Pressure: N/A
Other: See Installation Instructions and Product Evaluation
Report for allowable design pressures, sizes, installation
requirements and limits of use.
Description
Renewal by Andersen DG Series Double
Impact) (Non-HVHZ)
Installation Instructions
Verified By: Hermes F. Norero, P.E. Flori
Created by Independent Third Party: Ye
Evaluation Reports
LLL! zip I 31—i--2 11-1
Created by Independent Third Party: Ye
Renewal by Andersen Double Hung Winc
Verified By: Hermes F. Norero, P.E. Flori
Created by Independent Third Party: Ye
Evaluation Reports
FL27970 R3,,AE �6-',' Er—eaiie—d by Ire endent Third Party: Ye
0aut.1.1a : ?ffl-k—sldr Sterne Rand, -Dftpass s, �'2 29- Pim
Product Approve Accepts:
RENEWAL BY ANDERSEN DG SERIES DOUBLE HUNG WINDOW
(NON -IMPACT) (NON-HVHZ)
RONGJAFL NOTES.
�
I'HE PRODUCT SHWIN HEREIN 15 0""""
MANUFACTURED TO COMPLY WIO-
FLOMDA OALCANG CODE EFISO, EXQ�-:CS-:.zT
BEEN EVALUATED ACCORDING TO THE PALLOVANGz
- AAMAtWDMA/CSA,'.OIA,52/A440-M/11
2, ADEQUACY OF THE ENSTWG STRUCTURAL
CONCRETEAVAGENRY, SO FRAWNG, AND METAL FUNDING
AS A MAIN WIND FORCE RENSPAIG SYMIM CAPABLE OF
WITHSTANDING AND TRAIFIFFUNG APPLIED PRODUCT
LOADS TO THE FOUNDA70H, 15; THE RESPONSIBILITY OF THE
ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF
WSrALLATION,
3. IX AND 2X BOOKS (WHEN USED) SHALL BE DESIGNED AGO
ANCHORED TO PROPERLY TRANSFER ALL LOADS TO TWE
STRUCTURE BUCK DESIGN ANN INSTALLATION 15 THE
RESPOMPINUTY OF TINE ENGINEER 09 ARCHITECT OF
RECORD FOR -HE PROJECT OF WSTALLA-1 ION,
4, INSTA' U, INDIVIDUAL INSTALLATION ANCHOR$ WITHIN A
TOLERANCEE OF i1/4 INCH OF THE UcP4MD LOCATION IN
THE ANCHOR LAYOUT DETAIL ji,E- BARHOW,
CONSIDERATION Of TOLERANCESIL TOLERPr-B ARE NOT
CUEAUtAT , WE FROM ONE INSTALLATION ANCHOR TO THE
NEXT
!L THE PIRTALLATION DETAILS DESCRIBES HEREIN ARE
5EAGRD AND MAY NOI`RMUECT AMAL CONDMON5 FOR
A SPECIRC SITE. IF SITE CONDREMIS CAUSE NSTALLA'"ON
TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN,
A LICENSED ENGINEER OR ARCHOECTSK&LL PREPARE COT
SPECIFIC DOCUMENTS FOR USE WfF-I THIS DOCUMENT IN
fl')N-W,NZ AREAS, IN DENY AREAS, ONE `NMF PRODUe-1
APPROVAL TO BE OBTAINED FROM MOMR-UNDE PER Of,
AHJ,
6, APPROWD IMPACT PROTECOVE SYSUHA!l5LR"EuIRmR AD
THfS PRODUCT IN AREAS REOUNING IMPACT RMS—TANCE,
7, WINDOW FRAME MATERIAU OGREN
IN ACCORDAACE WMH ITO CURRENT EDRTON F8C, WOOD
CCROPONENTS SHALL HAMS BEEN PRE9ERVfePNz: TREATED
OR SHALL BE OF A, DURABLE SPECIES AS P-MNto jr?
ILHAPTEA 23.
—0VFRALL,'VZf MAX CL.OSIDE
BILE "YM W DTH �iiUPPER LOWER j pRESn,, 0 CONFIG� MISSILE I
AAvmI HEIGHT SASH FIFTH IMPACT RATING
32X i 76.0 25-15126 ------
33-3/5 i 33-3/3 3.
40.0 76a,3-318 -/-40
,0 33-
FLAT OR ASA 75D
4!1�TL 1-61 12a&
47-15/16 1
31-3/8 rSI-AUS
404 Asx 33-i5Ti6 43-3/9 43-3/8 +1-30 XjX NON4MPACT
4&0 —A"SA 41-15116 43-3
4-Rx —96X —42-1,/16 65-111! 21-12/16
FIAT OR +1-40 3:1 i ROO 76,0 33-15/16 504/3.6 164CU5
SLIDE
L —i-o 7210 47-15/if, 47-YI6 1_!5<ll/16
DESIGN PRESSURE UPGRADE NATION
MISS
F----7VW6V AEEZE 'gMAX FED, SHE
I suLTYPE DESIGN RATM CONDE,
WIDTH HEIGHT WIDTH mOvER PRESSURE IMPAIT=ILEj
SASH ONX,
EGG SR O 23-15/16 M-3SS 29-3/8
-A'
FLAT OR 29,15/16 29-314 29-3/4
SLOPE 36, RAG
-'A
40, 1 AS 11 SEX 33-15116 31-3/3 31-3/9 'EFS
— NI
FLAT 40A 76,0 33-15G.6 33-3/8 33-3/8 Ul DID NOMAPACT
SLOPE 40,0 1 75.3 2 33-151.16 33-2/5 33-EV5
PLAT i SS,O SEA 29-15/16 2sag 26-3/8
--3 l!:l!?11` 1:
51-OPE I E'�i S
r
NOTED
il, DP UPGRADE PRODUCT POSITIVERATING 15 DRWE14
SYSTRULTURALOSILY. WATER MNOT iNCLUDED,
2, UP UPGRADE PRODUCT MUST BE INSTALLED
THROUGH FRAME CNLY
TABLE OF CC
$MEET DESCRIPTION
A INSTALIAMN AND GENERAL NOTES
OEVADON$ & ANCHOR LAYOUTS
ELEVAGONIS & ANCHOR LAYOUTS
VERTICALSE ONS
VERTICALSECTIONA
I HORIZONTAL SECTIONS
—riwwLATICRY MOM, REINFORCEMENT& AN04OR DETARS
3/4- CLA, LIS, GLASS
EXTERIOR MTERICIR
STRUCTURAL
SILICONE
NOTE
7-61ASS TYPE THICKNESS SMALL COMPLY WISH ASTRA E-1300
GLASS CHART REQUMFMIENTS.
2, ALL GLAZING CONRGURATKIRYS SHALL COMPLY WITH
SAFETY GLAZING REQUiPSAAENTS OUTUNED IN
CURRENTFOC
3. IRETTING BLOCK SHOULD BE 70-90 DUROMIE7ER AS PER
CH 24 OF THE CORRENT FSC,
4. GLASS UTESS THAT EXCEED 36' IN VKDTH SHALL USE
!ET-nNG BLDC� �AT Ifit SPAN FROM CORNERS,
Andersen.
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1. THE PROFILES SHOWN ABOVE AREA QUAUFIED AS AN
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SEE SWET 7 FOR REQUIREMENTS SEE SHEET 7 FOR REQUIREMENTS
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MEETING RAIL, LOWER & LVL REINFORCEMENT
UPPER SASH LVL BOTTOM SASH LVL
REINFORCEMENT DETAIL
9N UATII� �A _N MOM'
1, ONE (1) INSTALLAVON ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION
SHOWN
Z THE NUMBER OF INSTALLATION ANCHORS OERCTW IS THE MIARMUM NUMBER
OF ANCHORS TO BE USED FOR PRODUCT iNSTALIATION OF THE MAYJMUM SQF
U5TED,
3, INSTALL I NDFROUAL INSTALLATION ANCHORS WITHIN A TOLERANCE OF ±114
INCH THE OMCMD LOCATION & SPACING IN THE ANCHOR LAYOUT DETAILS
ILE, WITHOUT CONSIDERATION OF TMERANCES). TOLERANCES ARE NOT
CUMULATIVE FROM ONE INSTALLATION ANCHOR TO THE NEXT.
4, SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WIN LOAD BEAM
SHfM(S) MMMUM ALLOWABLE SHIM STACK TO BE 1/4 INCH, SHIM WHERE
SPACE OF 1/16 WCH OR GREATER OCCURS SHIMM SHALL BE CONSTRUCTED
OF MG14 OEM" PLASnC OR BETEEP-
5DG JAMB SHIM 70 BE USED BETWEEN THE FRAME AND THE 1/4 fNCH- SHIM
STACC
6, FOR MASONW OR CONCRETE OPENINGS, A IX WOW RICK MAY BE USED
(OMONAL) AS LONG AS THE MINIMUM EMBEDMENT ANSI EDGE DISTANCE
RE00IMEMENTS ARE STILL MET WITHIN THE CORRESPONDING MOST
SUBSTRATE SEE GENERAL NOTE 93 ON SHEET I FOR MORE N(FORMTM
T MINIMUM EMBEDMENT AND EDGE DISTANCE EMUDE WALL FINISHEs,
INCLUDING BUT NOT UNIFIED TO MOM, FOAM, 8MCK VENEER, A14D SIDING
IS, 94STALLATION ANCHORS AND ASSOCIATED HARDWARE MST BE MADE Of
CORRMON RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT
CGATING
9 FOR HOLLOW BLOCHORS CK AND GROUT RWED BUICK, 00 NOrINSTALL
INSTALLATION ANINTO MORTAR JOINTS. EDGE DISTANCE IS MEASURED
FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE SHELL OF
BLOCK,
119/32- 1--
11/4'
DG JAM84VIM
METHOD I SUBSTRATE I ANCHOR SCHEDULE
Mff4 EMBEDMENT MIN. EWE
DISTANCE!
60 SCREW
[WOOD; MIN. So 0,55
FLAT HEAD
0,757
METAL 18 GAUGE #10 TEN SCREW 3 THREADS MIN
PENETRATION BEYOND ILE,
MIN. Fy - 33M FLAT HFAD
METAL
THROUGH FRAME
CONCRETE: 3/i6`rTWTAPCcN
1.25"
MIN. fc,3DOOPSI FLATHEAD
-1
MASONRY�ClJpl 3/1rfTWTAPCON
_ww2.25
AZW C90 Wk 2000
FLATHEAD
r
Anchor Schedule - Max O.C. Spacing
Anchor Schedule - Max O.C. Spacing
Standwd Double Hung GrK +/- 40 PSF
Standard Double Hung Grid, +/- 30 PSF
Wkfth {In.
V'Adth (in.)
Hekght 0n.' i , 24 36 48 Height (Jmf 24 38 48
54
27 8,5 8.5 8.5
27 - - -
174
36 110 110 110
36 - -
244
48 Isla Ism 194
48 -
19.0
60 24.0 244 167
60 -
16.7
72 24,0 20.7 15.5
72 a -
20.7
76 24.0 22.0 16.5
76
Anchor Schedule - Max O.C. Spacing
84 24.0 24.0 24.0DP
Upgrade Double Hung GrIld, +50/-65 PSF
96 24.0 24.0 21.5
wift OrL)
Anchor Schedule - Max O.C. Sr)adng
24
Height(im') 32 40
Fixed Upper Sash Double Hung - Grid
V 8.5 8.6 8.5
(fNSFRT AND BASE FRAME), +/- 40 PSF
36 13.0 13.0 13.0
48 104 12,7 12.7
Wkfth (In.)
60 24.0 16.7 I2.5 Height (in.)- 24 36 48
54
72 201 16'5 12.4
27 8.5 8.5 8.5
8.5
76 224 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
60 24.0 24.0 16.7
I2.6
DP Upgrade Double Hung Grid, +69/-82 PSF
72 24.0 20.7 15.5
15.6
Widthf,lnj
76 24.0 22.0 16.5
Height f1m) 36
84 24.0 24.0 14.8
62 16.5
96 24.0 21.5 17.2
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