HomeMy WebLinkAbout23-7279Address: 39321 5Th Ave
ZEPHYRHILLS, FL 33542
Building Valuation: $10,652.00
Electrical Valuation: $1 00
Mechanical Valuation: $1.00
Plumbing Valuation: $1.00
Total Valuation: $10,655.00
Total Fees: $93.26
Amount Paid: $9126
Date Paid: 11/22/2023 8:33:13AM
BAR-007279-2023
Issue Date: 11/22/2023
39321 5-rh Avenue
Contractor: i*,ErIETTAL 6T ARIDENSEJ
OF FLA
.e X"
""'JIN 1%
'Q
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.
1117111♦ M•! 1111F, RI♦ NI 11 1 amz♦ •���
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.
PE OFFICIEU
OIL
01M '0 [111,01.2111a 4,
I
813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021
Building Department
Date Received _ 8933
Phone Contact for Permitting ( $13 } 94'J
Owner's Name (Jack Pickett I Owner Phone Number I231-631-3609
Owner's Address 1 39321 5TH AVENUE, ZEPHYRHILLS, FL 33542 Owner Phone Number
Fee Simple Titleholder Name f T® Owner Phone Number
Fee Simple Titleholder Address
JOB ADDRESS 39321 5TH AVENUE, ZEPHYRHILLS, FL 33542 LOT#
SUBDIVISION PARCEL ID# 1 12-26-21-0040-00100-0160
(OBTAINED FROM PROPERTY TAX NOTICE)
WORK PROPOSED e NEW CONSTR e ADDIALT SIGN 0 DEMOLISH
INSTALL REPAIR
PROPOSED USE Q SFR Q COMM OTHER I w-ndo piacement
TYPE OF CONSTRUCTION Q BLOCK FRAME STEEL
DESCRIPTION OF WORK Replacing 4 Windows size for size
BUILDING SIZE-�� SQ FOOTAGE HEIGHT
BUILDING $10 652 0 _) VALUATION OF TOTAL CONSTRUCTION
=ELECTRICAL $ tJ AMP SERVICE PROGRESS ENERGY ® W.R.E.C.
=PLUMBING $
=MECHANICAL VALUATION OF MECHANICAL INSTALLATION
=GAS ROOFING 0 SPECIALTY = OTHER
FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA DYES NO
BUILDER COMPANY Renewal By Andersen of Florida
SIGNATURE REGISTERED Y / N FEE CURREN Y / N
Address , 97 VkKennedy Blvd. Orlando, FL 32810 License# CGC152613
ELECTRICIAN COMPANY
SIGNATURE REGISTERED L_XLN_j FEE CURREN
Address License #
PLUMBER COMPANY ®sl�
SIGNATURE REGISTERED Y / N FEE CURREN Y / N
Address License #
MECHANICAL COMPANY-®�®m
SIGNATURE �„_._...._.®� REGISTERED Y / N J FEE CURREN Y / N
Address I License # T�
OTHER COMPANY
SIGNATURE l REGISTERED Y / N J FEE CURREN
Address License #
IIIIIIIlIIIIIIIIIt1IIIIlEtIli11111Ii111lIIIIIIIIIiIIIlIII!!lIIIIIII
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 (PloUSurvey/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 IMPACT/UTILITIES IMPACT AND RESOURCE RECOVERY FEES: The undersigned understands
that Transportation Impact Fees and Recourse Recovery Fees may apply to the construction of new buildings, change of
use in existing buildings, or expansion of existing buildings, as specified in Pasco County Ordinance number 89-07 and
90-07, as amended. The undersigned also understands, that such fees, as may be due, will be identified at the time of
permitting. It is further understood that Transportation Impact Fees and Resource Recovery Fees must be paid prior to
receiving a "certificate of occupancy" or final power release. If the project does not involve a certificate of occupancy or
final power release, the fees must be paid prior to permit issuance. Furthermore, if Pasco County Water/Sewer Impact
fees are due, they must be paid prior to permit issuance in accordance with applicable Pasco County ordinances.
CONSTRUCTION LIEN LAW (Chapter 713, Florida Statutes, as amended): If valuation of work is $2,500.00 or more, I
certify that 1, the applicant, have been provided with a copy of the "Florida Construction Lien Law —Homeowner's
Protection Guide" prepared by the Florida Department of Agriculture and Consumer Affairs. If the applicant is someone
other than the "owner", I certify that I have obtained a copy of the above described document and promise in good faith to
deliver it to the "owner" prior to commencement.
CONTRACTOR'S/OWNER'S AFFIDAVIT: I certify that all the information in this application is accurate and that all work
will be done in compliance with all applicable laws regulating construction, zoning and land development. Application is
hereby made to obtain a permit to do work and installation as indicated. I certify that no work or installation has
commenced prior to issuance of a permit and that all work will be performed to meet standards of all laws regulating
construction, County and City codes, zoning regulations, and land development regulations in the jurisdiction. I also
certify that I understand that the regulations of other government agencies may apply to the intended work, and that it is
my responsibility to identify what actions I must take to be in compliance. Such agencies include but are not limited to:
Department of Environmental Protection -Cypress Bayheads, Wetland Areas and Environmentally Sensitive
Lands, Water/Wastewater Treatment,
Southwest Florida Water Management District -Wells, Cypress Bayheads, Wetland Areas, Altering
Watercourses.
Army Corps of Engineers -Seawalls, Docks, Navigable Waterways.
Department of Health & Rehabilitative Services/Environmental Health Unit -Wells, Wastewater Treatment,
Septic Tanks.
US Environmental Protection Agency -Asbestos abatement.
Federal Aviation Authority -Runways.
I understand that the following restrictions apply to the use of fill:
Use of fill is not allowed in Flood Zone W" unless expressly permitted.
If the fill material is to be used in Flood Zone "A", it is understood that a drainage plan addressing a
"compensating volume" will be submitted at time of permitting which is prepared by a professional engineer
licensed by the State of Florida.
If the fill material is to be used in Flood Zone "A" in connection with a permitted building using stem wall
construction, I certify that fill will be used only to fill the area within the stem wall.
If fill material is to be used in any area, I certify that use of such fill will not adversely affect adjacent
properties. If use of fill is found to adversely affect adjacent properties, the owner may be cited for violating
the conditions of the building permit issued under the attached permit application, for lots less than one (1)
acre which are elevated by fill, an engineered drainage plan is required.
If I am the AGENT FOR THE OWNER, I promise in good faith to inform the owner of the permitting conditions set forth in
this affidavit prior to commencing construction. I understand that a separate permit may be required for electrical work,
plumbing, signs, wells, pools, air conditioning, gas, or other installations not specifically included in the application. A
permit issued shall be construed to be a license to proceed with the work and not as authority to violate, cancel, alter, or
set aside any provisions of the technical codes, nor shall issuance of a permit prevent the Building Official from thereafter
requiring a correction of errors in plans, construction or violations of any codes. Every permit issued shall become invalid
unless the work authorized by such permit is commenced within six months of permit issuance, or if work authorized by
the permit is suspended or abandoned for a period of six (6) months after the time the work is commenced. An extension
may be requested, in writing, from the Building Official for a period not to exceed ninety (90) days and will demonstrate
justifiable cause for the extension. If work ceases for ninety (90) consecutive days, the job is considered abandoned,
OWNER ORAGENT CONTRACTOR ----
Subscribed and sworn to (or affirmed) before me this Subscribed and s rnto r affirmed) before me this
by Ja d Mellick
Who is/are personally known to me or has/have produced Who is/are pers known to me or has/have produced
.—as identification. _as identification.
—Notary Public i ary Puw*w CFW
Commission No. Commission No. Notaily Publk
SWe of Fk)rWe
Name of Notary typed, printed or stamped Name of Notary typed, printed or stamped M# NH399456
EXPIreS 5/17/2027
INSTR#2023163379OR BK10885 PG1816 Page I of 1
09/14/2023 08:35 AM Rcpt: 2623931 Rec: 10.00 DS: 0.00 IT: 0.00
Nikki Alvarez-Sowles, Esq., Pasco County Clerk & Comptroller
Permit Nm Parcel ID No 12-26-21-0040-00100-0160
NOTICE OF COMMENCEMENT
Stew Of Florida County of Pasw
THE UNDERSIGNED hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes,
Me following Information Is provided In this Notice or Commencement
1 Description of Property, Parcel Identification No, 12-2r,21.0040-00100-0160
Street Address: 39321 STH AVE ZFPHYRHILLS, FL 33542-7625
2. General Description of Improvement
_Replsotng windows and/or doors size by size
& Owner Information or Lessee Information If the Lessee contracted for the Improvement:
PICKETT JACK A JR
39321 5TH AVE Name ZEPHYRHILLS FL
Address CRY State
Interest In Property! Owner
Name of Fee Simple Titleholder:
(If different from Owner listed above)
Address city state
4. Contractor. JRQnflWflLDy_Andersen _QLF?orjida
Name o §112 AdernDrive FL
Address city State
Contractor's Telephone No.: 863-223-M9
6. Surety:
Name
Address CdtY state
Amount of Bond: Telephone No..
C Lender.
Name
City state
Lenders Telephone No.:
7. perso""', within the State of Florida designated by the owner upon whom notices or other documents may be served as provided by
Section 713.13(1)(8)(7), Florida Statutes:
Name
Address city state
Telephone Number of Designated Person:
81 In addition to himself, the Owner designates of
— to meows a copy of the Lonore Notice 89 provided in Section 713.13(1)(b), Florida Statutes.
Telephone Number of Person or Entity Designated by Owner.
9. Expiration date of Notice of Commencement (the expiration date may not be before it* completion of construction and final payment to the
contractor, but will be one year from the date of recording unless a different date is specified):
WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING Wr
Under penalty of perjury, I declare that I have read the foregoing notice of
of my knowledge and belief.
STATE OF FLORIDA
COUNTY OF PASCO
that the facts stated therein ate true to the best
or LeiSWS AIA1160—ed
The foregoing Instrument was ackr asww lodged before me thlsi��day of 20V_ by S6 64- 101 CleO-74
-tfy..fz �1-45�a!"�(type of authority, e4, officer, trustee, aftarney In fed) for
(norms of rty Of w0hom Instrument was executed).
Personally Known 0 OR Produced Identification Notary Signature 27ff --al — -
Type of Identification Produced I pe76- q2 - GC- ?-zS-0 Name(Print) Aklklf z, Cole.
wpdatatbWnotloecommencement_jxOS3048
Agreement Document and Payment Terms
DBA: RENEWAL BY ANDERSEN OF FLORIDA
Legal Name: JLM Windows, LLC
R E N WEWA L CGC1527613
bYANDERSEN 997 West Kennedy Blvd. Suite Al I Orlando, FL 32810
Phone: 407-803-4723 1 Fax: 407-386-8262 1 Customerservice@rbafla.com
Jack Pickett
BUYERS) NAME
39321 5th Ave, Zephyrhills , FL 33542 (231)631-3609
BUYERS) STREET ADDRESS PRIMARY NUMBER
PRIMARY EMAIL SECONDARY EMAIL
Jack Pickett
39321 5th Ave
Zephyrhills , FL 33542
H: (231)631-3609
07/06/23
K-111 111 jX1.1 A 7Ai
FI4-1-1171 031 X11111:1111111 14
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- $10,652 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: $10,652 Estimated Start:
18wks
AMOUNT FINANCED: $10,652
We schedule installations based on the date of the signed contract and secondarily on the date
METHOD OF PAYMENT: Financing in which we complete the technical measurements. The installation date that we are providing at
this time is only an estimate. We will communicate an official date and time at a later date. Rain
and extreme weather are the most common causes for delay,
NOTES:
Buyer(s) agrees and understands that this Agreement constitutes the entire understandings between the parties and that there are no verbal
understandings changing or modifying any of the terms of this Agreement. No alterations to or deviations from this Agreement will be valid without the
signed, written consent of both the Buyer(s) and Contractor. Buyer(s) hereby acknowledges that Buyer(s) 1) has read this Agreement, understands the
terms of this Agreement, and has received a completed, signed, and dated copy of this Agreement, including the two attached Notices of Cancellation, on
the date first written above and 2) was orally informed of Buyer's right to cancel this Agreement.
NOTICE TO BUYER: Do not sign this contract if blank. You are entitled to a copy of the contract at the time you sign.
Ler-� 10 Lai I R WIN I I*] kin 101 AtIAN 10i IAV-11 0 1 1AU W1 10 F-111 1101 Z 9*1 a i 11-11 :41
M
SIGNATURE OF SALES PERSON
Laszlo Barath
PRINT NAME OF SALES PERSON
07/06/23
MCINNIT M,
Jack Pickett
9JT1TFff.7-TTI7
FJmll F-101*11
Page 2 / 28
Order Summary
dba: RENEWAL BY ANDERSEN OF
Legal Name: JLM Windows, LLC I Lice
FLORIDA
Jack Pickett
nse # CGC 1527613
39321 5th Ave
997 West Kennedy Blvd. Suite Al I Orlando, FL 32810
Zephyrhills , FL 33542
bYANDERSEN Phone: 813-295-8933 1 Fax: 407-386-8262 1 concierge*rbafla.com
H: (231)631-3609
Measure Tech: Ashley Coley,
IID# ROOM SIZE DETAILS I
101 front 54"
'$
59" Window:. Ddoable-Rift (DG), 1-1. Urnited Travel Reduced 1_43 75, Flat Sill,
Base Frame, Modern Checkrail, Exterior 'T6rrM66b",, Interior-Terrotbrie
Performance Calculator. , Winde, Wind Speed 136, Zone 4, PG Rating: 30
DP Rating: 4- 30 30 Glass. , All Sash: High PerformanceSun Glass, gip:
,Pattefn Hardware-, Sl:Ornt, Standard Color ,EXf1n_,L0`Ck, Screen-, „Fjbergliss,,,
#411-SOtOW1 Grille Style: _N6,G4116, Misc, . Replace Marble sills
Construction. , Additional hours for unplanned work (1), Interior synthetic
102 front 36 37
35w1/2" 44 /4"
marble sill (per opening) (4) Material: , F-Trim, (12 ft), Terratone (12). Caulk
I Terratone Exterior , (6), 1/16 Flat Shires 1'5), 3.25" X 3/16" Tap -Con
(Masonry) (1), COMposite Shims: Tapered (5), Foarn: Low Expansion
Polyurethane (1), Glider Claps (32)> 1 x 4 x 12' PT (6), 2,25" x 5/8" L,-Trirn,
(12 ft), Terralone (6). Marble Sill (4)
Window: , tlfdlhgj'6 'Base Frame, Exterior
sp
lerratcin'e, Interior rY tOn'ePerformance Calculator: , Winds, Wind Speed
136, Zone 4, PG Rating: 40 1 DP Rating: 4 40 40 Glass: , All Sash: High
Performance Suh Glass,,,No Patteirri Hardware: , Strihe Screen: _,Flher 1'
'Full "'Isdeen Grille Style:. NO,QflltMiss, ,Ndni§ Construction, , None
Material: , None
106 front 36 37 Window: , fid I ng;�Dbtibl 0,4 � 1, ,fttjV0,/ Pas Ove' Base Frame, Exterior
35' 1/2" /4"
Terratone, Interior Tdrrofoh,, Performance Calculator: . Winde, Wind Speed .24-3
136, Zone 4, PG Rating: 40 1 DP Rating: + 40 40 Glass: , All Sash: High
Peffornnance 1tin Glass,"No Pitteifn Hardware. Cbn,,O Screen: _Flbet gliil,
FUjl Sdreen Grille Style: , NO-G"I'll1,0 Mlsc. ,"Noirre Construction: , None
Materlal: , None
107 front
37" Window: , Gliding,
3 6
35,412" /4"
08/09/23 Page 2 / 13
Order Summary
dba: RENEWAL BY ANDERSEN OF FLORIDA Jack Pickett
Legal Name: JLM Windows, LLC I License # CGC 1527613 39321 5th Ave
R E IN E VWA "L 997 West Kennedy Blvd Suite Al I Orlando, FL 32810 Zephyrhills , FL 33542
bYANDERSEN Phone: 813-295-8933 1 Fax: 407-386-8262 1 conciergeOrbafla.com H: (231)631-3609
flugW weou cctsaaMKMI
Measure Tech: Ashley Coley,
ID# ROOM SIZE DETAILS I
Base Frame, Exterior, Interior
A~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: $i0ne Screen: Fibettlast,,�Nfl Sbre'ori Grille
Style:. No Gellib Misc: , 'Noh6 Construction, None Material. , None
Updated 819123
JOB NOTES
-Single story block and stucco
-Three gliding windows in master bedroom (102,106,107)
-One double hung in living room:
IFLOORPLAN - 1ST FLOOR I
IJOBPHOTOS 'I
08/09/23 Page 3 / 13
""0
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F d61da
Product Approval b USER: Public User
I i ls-� '. P
Hcfflu ppi" > A _0 o "Ll
E�IL LZ > Application Detail
FL # FL19563-R5
Application Type Revision
Code Version 2020
Application Status Approved
Product Manufacturer
Address/Phone/Emall
M71tTin-TO
Address/Phone/Email
Address/Phone/Emall
wllmlllmz##.
Andersen Corporation
100 Fourth Avenue North
Bayport, MN 55003
(651) 264-5308
-11, 1 1 ;;; �� 11: rok tT-1 P-1-if
Alan Barstad
ala-ii.barVLad#,D-4,i,deme-f,CoLQX�ia
l4n. fMJ(r#Tt11.T;7# Mot # -
Professional Engineer
Evaluation Report - Har-dcopy 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
Certificate of Independence
F 11- ? 9,", 6 3 R 5 f""" 0 1' C () I A n Cie rs, ein, 2 0 2 1 - 10,1 �,
5:,ta_ndard
AAMNWDMA/CSA 101/I.S.2aM
Certified By
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
MA/WDMA/ A 101/I.S.2/A440
MA/WDMA/ A IOI/I.S.2/A440
ASTM E1886
TM E1996
TAS 201
TAS 202
TAS 203
Method I Option D
0
Model, Number or Name
19563>1 Renewal by Andersen Glider Window
(Non-HVH) (Non -Impact)
Approved for use In HVHZ: No
Approvedoutside
Impact Resistant: No
Design Pressure: N/A
Other., See Installation Details and Evaluation Report for
allowable design pressures, sizes, configurations, installation
requirements ., limits of use.
Renewal by Andersen Glider Windo
(HVHZ) (Impact)
Limits of Use
Approved for use in HVHZ: Yes
Approvedoutside
Other:Impact Resistant: Yes
Design Pressure: +601-70
allowable sizes, configurations, installation requirements and
limits of use,
Description
Renewal by Andersen Glider Window (€ (
Installation Instruction
Verified By; Hermes F. Norero, P.E. FL P
Created by Independent Third Party: Ye
Evaluation
Created by independent Third Party: Ye
Renewal Glider
Installation Instructions
EL
Verified By: Hermes Fa Nerero, RE. Flari
Created by Independent Third Party: Ye
Evalu ti on Reports
Created by Independent Third Party, Ye
2pn47-1$4 5a
The State of Florida is an AA/EO employer. g
Wylight 2007-2013 StaLe of FloridaftyAqy,t tament :: AccesslbliPty
Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records rc
mail to this entity. Instead, contact the office by phone or by traditional mail, If you have any questions, please contact 850.487.1395. *F
Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S, must provide the Department with an email addrea
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 BY ANDERSEN SERIES GLIDER WINDO
(NON-IMPAC7) (NON-HVHZ) I
GENERAL 1127ISS
i. THEICOUCTSHO" HEREINISMIGNEDAND
MANUFACTURED TOCOMPLYOSU'K THE CURRENTEDITION
FISDUDA BUILDING CODE [FRCL EXCLUDING HVIQ AND KAS
B EVALUATFD ACCOROLNG To THE
EEN FOLLOSIVING:
- AAMAMOMAICSA 101O.S.Z/A440-08/11
2. ADEOTIACY OF THE EXISTING STRUCTURAL
CONCRETEAMASCIRRE, 2X FRAWNG, AND PACTAL FRWNG
AS A MA H4 WWD FORCE RESISTING SMINA CAPABLE OF
RATHSTANDING AND TRANSFERMNG APPLIED PRODUCT
:.:}ADS TO THE FOUNTSAOM Pi TIRE RESPONSIBILITY OF THE
ENGLNEER OR ARCHUECT Of RECM FOR THE PROIDU Of
GISTAL LATiON',
4 1 X AND 2X MKXS (WHEN USED) SHALL BE DE.54GNED AND
ANCHORED 10 PROPERLY TRANSFER ALL LOADS TO THE
STRUCTURE IDJCX DESIGN AMR #WISTAUATIQN ISIDE
RESPONSIRMITY OF THE ENGINEER OR ARCWTECT OF
RECORD FOR THE PROJECT Of DISTAUATMN.
4. INSTALL DAWADUAL ZTALIAHON ANCHORS VIRTHM A
TOLERANCE OF ±114 NCH OF THE DEFICITS LOCAnom IN
WIT
THE ANCHOR LAYOUT DETML ILL, 'NONT
CONSIDERATION Of TOLERANCES), TOLERANCES ARE NOT
rWUl ALIVE FROM ONE RiSrALIATION AN04OR TO THE
NEXT.
S. THE MSTALtATION DETAILS DESCRIBED KERLIN ARE
GENIPUr AND MAY NOT AFFLFCE ACTUAL CONDITIONS FOR
A SPECIFIC SITE, IF SITE CONDMONS CAUSE INSTADATOM
70 DIUS LATE PROM THE REQUIREMENTS DETAiLED HERMN,
A LICENSED ENIGNEER OR ARCHITECT SHALL PREPARE SITE
SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT IN
NON-H)AIZ AREAS.
6. APPROVED IMPACT PROTECrNIF SYSTEM IS REQUIRED ON
THt5 PRODUCT IN AREAS REQUIRING IMPACT GFNSTANCE
7, MIRDOW FRAME MATERIAL FIRMS & PVC
S. 114 ACCORDANCE WITH THE CURRENT EDIRON REC, WOOD
COMPONENTS SHALL HAVE BEEN PREDERVATNE TREATED
OR SMALL BE OF A DURABLE SPECIES AS DE WED IN
CHAPTER23,
9, GLASS SHALL MEET THE REQUIREMIRM OF ASTM E 1300
GLASS CHARTS, SEE THEFT I FOR GLARING DETAILS.
S CONFIRSURATION
4--
DEMGN PRESSURE
H, W.
SASH RATIO
-40 11 ASP
96, x Er
X0
-400 PSFSzl
+400t-DIOPSF
gels xsa^
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AS
X 72-
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L2
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"'0101-4010 FSF
12
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+3s7.6j-3j,0m
—XX
+40,01-40.OM
fIOQ 1 -10.0 PER
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-ifiix —54,
XX
-2-1-01-1511pw
951xw s
x(
-35.01-354PIT
L"I
9f;—%
.200/-20,0m
-i44- X 54'
'-T44
XCX
+30 1-30,0PSF
7F
BOX
-25.01-25.0
IS 6WT
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+4DR1400ASF
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-30G/ - 3" FEE
—
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+2/ -25.0 RES
-'S
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440,01 -0,0 ASP
1.2::
ASK
-35,0 / -35.0 PSF
LZ:l i
DESIGN PRESSURE UPGRADE RATING
SIZE CONFIGURATM
DESIGN PRESSURE
SASH WIDTH RATIO
L-L6LA —48,
XO
7 -11-
AD- X 40-
+Sl,0/-lf(L0PSF
X0 +47-0 / -410 ASP
-10 0 PEE
12
SO
-50.0 AC PER s
1A
_108"X 7
XOX
+ -ICO -RO PST
129'X 64'
XCX
+2&0j-29,GPSF
-�WIO
&
Box
/ -79 0 PSi
—&Il
74- X GIV'
)�Dx
;;4jJRjGpSF
I-A'l &_I 2,1 f
X f �-4O 0
i;k:2 & 2,1
'SEE FRAME DESCRIPTIONS ON SHEET
6 & 9
1. CIA UPGRADE PRODUCT POSMVE RATING IS. DPIVEN
By STRUCTURAL ONLY. WATER 5 NOT INCLUDED.
2. UP UPGRADE PRODUCT MUST BE INSTALLED
THROUGH FRAME ONLY, EXCEPT
ON SILL WHERE
WAa DUPE MUST BE USED,
—REIAsm
TABLE OF CONTENTS
ET I
SHEET DESCRIPTION
GENERAL NOTES & BLAZING DETAIL
ELEVATIONS
ELEVATIONS
4
ARCMR MOM
ANCHOR LAYOUTS
A OR TS
6
VERTICAL
VERTICAL SECnONS
Ns
AHCHOR DETMLS
E
OSTALLATKIN NOTES &ANCHOR SC41RKLLE
M39399-5m
3/4' 0 ' A,14SULATED
GLASS
LPEEFFOR
GLAZING DETAIL
GLAZING NOTES:
1, GLASS TYPE JP THTCKNESS SHALL COMIRLY WrFH ASTM E1300
REOUIREMENTS AS WELLAS APPUCABLE SAFETY GLA7JEH;
REQUIREMENTS PER THE FOC TEMPER AND SAFETY GLAVARS
REaUIREMENTS SHALL BE REVIEWED ON A SM SPMOFIC BASTE,
2. SEMNG BLOCK DUROMETIER HARDNESS OF 70-90 (SHORE A) AS
REFERENCED IN FEE CHAPTER 24.
3- SETTING BLOCKS TO BE LOrATFO AT 1/4 SPAN LENGTH FOR GLASS
WIDER THAN 56' AS PER SEC CHAPTER 24,
4. DLO. AND DFVGN PRESSURDs MAY NOT PASSED mAm vAEuFs IN
DES*N PRESSURE TABLES ON SHEET 1.
0
sCJ
z
z P,
;� i-�,
0
_5 1
Ezi
Q zo
2
`RR L am* I,
r . 'm
INRW tea, IL
FL19563
DATE: 11MAS
owG. By� C31M By:
HFN
SCALE: NTS
DwG- 0: AWD243
SFOTT:
0 A
UNIT MAX.
MAX. D.LO.
HEIGHT HEIGHT
72"
UNIT MAX,
WIDTH 9v
MAX D LO MAX D-L.O.
43 l5iii"' 43
0
UMTMAX,____,__,
WIDTH 96,
MAX D.LO MAX D LO
4315/16"— 43 l5jifi-
le,
UW MAX /DA
MAX D.LO.
HEIGHT HEIGHT
72" 65
Kmz�
lima
UNITMAX
WIDTH 108"
MAX D LOMAX.D LO
33 Sjii; 'M
--j
"k,
ELEVATION
NOTE:
109' X 72" XO UNIT
ALTERNATE MEETING STILE LOCATIONS
L2 SASH R 4T10
MAY OF USED SUCH THAT MAX. DLO
DIMENVONS SHOWN HEREIN ASE NOT
D EXCEEDE, UNEWAL SA5H RAM W
AVAILABLE POP AClWF/ACTVfE (XX) UNRS,
UNfT MAX,
WMTH 72'
MAX D.L.Q.MAX G.L'0
31 15/" 37 is/IV" —41 lr
UNIT
MAX,
MAX
D.L0.
HEIGHT
HEIGHT
73-
An&rsw.
WAld,
0—
'z
an w
RE
T,;�
It
z) a.
if
5 �17
A 0F
' FL
L
FLU 9563
ATE: 17 n 7 19,
14
UNIT
MAX.
r16,
HoGffr
HEIGHT
w
73'
-- ------
----------- -------------- -
ELEVATION
iiw—xwXOX tj-N—ff
1:11 SASH RATIO
UNIT MAX.
WIDTH 94"
MAX.
MAX
MAX.
D.L.O.
DA-M
D.L.O.
187/16-11
36 7/8' �.1871W
UNIT
MAX
MAX.
D.LO.
t
HEIGHT
HEIGHT
90"
7-V
ELEVATION
w x mr XOX UNIT
1,2:1 SASH RATIO
WIDTH 244"
MAX. D.L.C.
MAX D.L.O.
MAX D.Lo.
44 5/9-
445/8'
zt
U HIT
MAX 7
7 7
MAX
D.LO,
HEIGHT
HEIGHT
72-
651,
.. ........
ELEVATION
kLif TE MEETING STILE
LOCATIONS MAY RE USED SUCH
IW X 72' XOX UNIT
THAT MAX OLD DIMENSIONS
S14OWN HEREIN ARE NOT
1:22 SAS14 RATIO
EXCEEDED.
. ........ ..
UNIT MAX.
..... ....
WIDTH 144"
UNIT K
MAX D
HEIGHT HE
72!1 1
An&-mm,
Swil
............
MFMAwNmp
E!
ME
MAX. O.C. SPACING
SEE SCHEDULE
CORNER DIST
SEE SCHEDULE
M", D.C. SPACM
SEE SCHEDULE
TWO INSTALLATION ANCHORS (SEE
TABLE ON SHEET 9) AT MEETING STILE
END LOCATIONSTHROUGH HEAD,
SPACED Z,S'ON EACH SIDE OF MSETILIG
SMLE.
EXCLUDES UNITS S 36' X 48'
—1
T_
CORNER RISE,
SEESCHEDULE
TYPICAL ANCHOR LAYOUT
�OR OX GUDfR
1:1 SASH RATIO
IWO INSTALLATION ANCHORS (SEE
MAX, O.C. SPACING
TABLE ON SHEET 9) AT MEETING STILE
SEESC4EDULE
f END LOCATIONS THROUGH HEAD,
SPACED 15" ON EACH SIDE OF MEETING
CORSEE NER D5T'
STILE
EXCLUDES UNITS S 36' X 49'
NSAX, O.C. SPi-
AONG
SEE SCHEDULE
CORNER T.
SEE SOiEDULE
TYPICAL ANCHOR LAYOUT
FZ lRi�-WMS Of 11�4STAUATM TEEW-F-1 1,2 SASH RAM
A O0NTfWK9JS W SW OF SIUCONE
BELOW THE SILL
RENEWAL SERIES GLIDER ANCHOR SPACING
1
FROM
MAXO.C_�MAX0,C. MAXO,C,
CO NFIG, I
INSTALLATION
CORNERS
HEAD
SILL LAPSE,
METHOD
(IN)
(IN) I
(IN) E (IN)
NAIL FIN 3.5
P 15 1
3.5 E ls
15
1 15,25
15,25 j 16
CUP
H
is
LOSES
SEE
25,25
FRATHROUGME
NOTES
MAIL FIN 15
3.5
15 3.5
INSTALLATION
CUP
15
is 36au
SEE
ls
I 125
17.25
FRAME
I
NOTES
RENEWAL SERIES UP UPGRADE GUISER ANCHOR SPACING
iCONFIG.IESIZEI
SILL ;AMSS
I
ICORNEMTHEAD
tiN�tI
—4-
1 THROUGH FRAM A,
A,
IAMB CLIP INSTALL i &S 9
9 9
(SKLONLY)
11
THROUGH EXAM
JAMSCUP INSTALLI 5.5 9
Isamu)
9 9
ze
ae
THROWN FRAME &
IANS CUP INSTALL 5.5 9
9 9
11,MOUGH FRAW& i
JAVIRCUPWSTALL i 515 32.5
12.5 lzS
ORLLONLY)
4
mmurm Sum a
SAW CUP INSTALL 5.5 i 1515
Is.25 15.25
q,
(SILLONLY)
FOR THROUGH E1NSTAIIATIONS,
NSTALLATM CLIPS MUST SE USED AT THE SILL
N UELI OF FASTENERS T14ROUGH FRAME,
SPACED IN ACCCIPMANCE WITH THE
INSTALLATION CLIP SPACING REOUMMENTS
LISTED IN THE ABOVE TABLE
FOR cusTom SASH RATIOS, USE INORST CASE
ANCHOR SPACING BETWEEN EQUAL SASH, AND
1:2 OR 1,2:1 SASH RAT70S FROM TABLE AA&
REFER M SHEET 1, SEE TAM ON SHEET 9 FOR
NPE DEPEPIDENTON INSTAUAMON
OD AND SUBSTMTF.
RR03"URNmomm
BE UPGRADE PRODUCTS WHEN ANCHORING
WITHa TAKON FASTENERS
9wa d—USTUE _USED 8FrWEEN _THE FRAME
AND THE 1/4 INCH SHIM STACK. JASAB SHM
NOT REQUIRED WHEN USING IAMB CUP FOR
SILL FASTENING,
Anderwri
"Yom" 5"��
ftjF4l)"%.5 Fx_ m5l I 7M, so 5
fD:E
z>
0 :�_
0
m
0f tl� WAM W&,f
4M WACF. PL
MK W, or A"mlu� ft am
FL t
FL19563
DATE: 11.07.18
M� V CHK�� D
RHFN
SME� NTS
Ovis, #. AWn7AI
ll
COMER DIST.
SEE SCHEDULE
11501101ILL #IM
'Al
a
0
�e 4412,11,44
- Qw
ki-I A 11.1wIll I MIA
TYPICAL ANCHOR LAYOUT
XoX GUIDER
1:1:1 SASH RATIO
TWO INSTAUA-nOKANCHORS(SEE
MAX.. O.C. SPACING INSTALL NOTES 7-9, SHEET 1) AT
SEE SCHEDULE MEETING STILE END LOCAnoNs
THROUGH HEAD, SPACED 25- ON EACH
CORNER DIET. SIDE OF MEETING STILL
EXCLUDES UNITS s 3v x 48-
SEESCHEDIJUE-1
i
MAX. D.C. SPACING
SEESCHEDULE
t
T '
CORNER DIST.
SEESCHEDULE
TyYPICAL ANC�HCIR LAYO 1 1 SASH p
ALL mETwm OF wsrALtAT*N REWRF� 12A SASH RATIO
A CONTINUOUS K- READ OF RUCOM
BELOW THE SILL I
RENEWAL SERiJES GUDER ANCHOR♦ SPACING
1
FROM �MAX 0 . c1m;m
INSTALLATION
ICORNERSI HEAD SILL
METHOD
(IN) (IN) (IN)
NAILFIN
3.5 15 is
--4
IN
CUP
-------
RENEWAL SERIES DIP UPGRADE GUDERAN04OR SPACING
FROM !MAXOLC.jMAXO.C.MAXO.r-'�
icowmm & SIZE NtSTlmmiutsll mo sRL mmes
METHOD
11N9 (IN) x 11N) (IN)
THROIm FRAME&
10 x JAMSCUP INSTALL 5.5 9 t 9 9
(S—T)
.. ..... ... ... . ..... .... . ...........
THROUGH FRkm a
JAMSCUP INSTAUL 5.5 9 9 9
(SILLOmm
i logJAM CUP INSTALL 55 105 11125 M75
(SILL ONLY)
TMROUGHFRAME&
x jAm8cupiNsTAtt 5.s 10-S IZIZ M25
JSRLONW
1 THROUGHFRAW&
JAM CUP INSTALL xis
e 1 55 MS 12.125
INSTALLATION NOTES.
• FOR THROUGH FRAME
INSTAUATIONS, INSTALLATION
CLIPS MUST BE USED AT THE SILL N
UEU OF FASTENERS THROUGH
FRAME, SPACED IN ACCORDANCE
WITH THE INSTALLATION CUP
SPACING REQUIREMENTS LISTED IN
THE ABOVE TABLE.
• FOR CUSTOM SASH RAT*S, USE
WORST CASE ANCHOR SPACING
BETWEEN EQUAL SkSH AND 1:2 OR
12-2 SASH RATIOS FROM TABLE
ABOVE.
• REFER TO SHEET 1, INSTALLATION
NOTES 4-11 FOR ANCHOR TYPE
DEPENDENT ON INSTALLATION
METHOD AND SUBSTRATE.
INSTALLATION NOTES,•
DP UPGRADE PRODUCTS W14EN
ANCHORWGwrni� _rTwTAPCON
FASTFNERSTHEJAIMSMM
FROM ANOT•HE 1/4 INCH SHIM
....... ... .
—IAMll
��TACK- OW .
JAMB
"� Ma
7P
MMW=MNM��
m
M,
-INTERIOR
WOOD TRIM
SEE GAZING DETAIL
SHEET 1
HEAD/JAMS FRAME
-INTERIOR
WOODTRIM
,tail,
INTERIOR EJ SILL FRAME
ALTERNATE EJ FRAME
MAY BE USM AS EQUAL ALTERNATE FRAME TYR
0 VIM wTi I * i I LOU wlit"- trol �klllll
M.
fflffiw�
fim"m
IV� 'TERTICAL SECTION
FM INSTALan-M
ORIENTATION DIFFERENCE BETWEEN
HEAD AND SILL
An en
.............
=fMTHAVENOM
a "wlr ssom-mn
M tot)
'z
o 0121-
5
P
W�M
I M
I
NNOW
mmmm
MAX
MLO.
WIDTH
SEE GLAZING DETAIL
INTERIOR SHEET I SEE GLAZING DETAIL
SHEET I
LNTEPJOR
W..
Mo.
FRAME
WIDTH
HORIZONTAL SECTION
�7, ACWMPASM Mn"TING SM
MAX
MILO.
WIDTH
INTERIOR SEE GLAZING DETAIL SEE GLAZR46 DETAIL
SHEET I SHEET 1
maa
INTERIOR
M!IOR
MAX
MLO.
WC-114
MAX.
FRAME
WIDTH
�'`I HORIZON�TAL SEMON
Andetsm
WIN-1 ............
SEE GLAZING DETAIL
Im Foreru
m"o"ImNssomllw_a
SHEET 1
4pZ'
OR
Him
za-c
2�
0
RENIkRXS BY DATE
HORIZONTAL SECTIO
mm
FL 4:
FL19563
DATE:11. 07.18
Z HORIZONTAL SECTION
ay'�
V CHK RHFBY-
N
MAIL IN INSTALLATION
SCALE: NTS
t)wc-#: AWD243
SHEET:
MIN.
EDGE DISTANCE......___.__.m
MIN'.SUBSTRATE
SPACING BY OTHERS
AEMBEDMENT
PERIMETER SEALAANTT
BY OTHERS
MAX. PERIMETER SEALANT
SHIM SPACE BY OTHERS
EXTERIOR
EXTERIOR
INTERIOR
NOTE:
SILL& JAMB DETAIL SlM[
VERTICAL SECTION
THROtW FRAME (HM)
MIN. SUBSTRATE
EMBEDMENT BY OTHERS
mik
DISTANCE
1/4' MAX
I SHIM SPACE
1/4" MAX.
SHIM SPACE Artderw.n
MIN 1w
EDGE DISTANCE
..........
4 I
INTERIOR SPACING
1/1—T MIN.
INTERIOR
NOTE* EXTERIOR
ILL &JAMB DErAILSIMILAR,
PERIMETER SEALANT MIN.
VERTICAL SECTION BY OTHERS EMBEDMENT
MAILF11101EAD) Non:
— 1
L35W
0.46r
1.175-
ACTIVE SASH MEETING STILE
PASSIVE/STATIONARY SASH MEETING
REINFORCEMENT DETAIL
STILE REINFORCEMENT DETAIL
114"
JAMB SHIM
6.
2 L 3 _
INSTALLATION CLIP DETAIL
FJRK t
HORIZONTAL SECTION
THROUGH CUP VONA
SASH PawmamENT REQUIRiMENTS
SIZE i REINFORCING
-TiiiiiiiES STEEL REINFORCEMENT IN ACITVE
UNIT HEIGHT>W AND PASSIVE OR STATIONARY SASH MEETING
STILES
UNIT HEIGHT < %" NOT REQUIRED
lioa it UANA. 10,11) .. "1114 4
u z
zo
L ONE (1) INSTALLATION ANCHOR IS. REQUIRED AT EACH ANCHOR LOCATM, UNLESS OTHERWISE SHOWN.
2. THE NUMBER OF INSTALLATION ANCHORS DEPICTED 0 THE MffMUM NUMBER OF ANCHORS TO BE USED FOR PRODUCT IN5TALULATI
THE MAXIMUM SIZE LISTED,
1 INSTALL INWIDUAL INSTALLATION ANCHORS WITHIN A TOLEPA14CE OF kV4 INCH THE DEP�CTEO LOCATION & SPACING IN THE AN
LAYOUT DEIAP S OT- WITHOUT CONUDERAT10N OF TOLERANCESIL TOLERANCES ARE NOT CUMULATWE FROM ONE INSTALLATION
TO THE NEXT,
4SHIM AS REQUIRED AT EACH:NSTALLATION ANCHOR WITH LOAD BEARING SHM). MAXIMUM ALLOWABLE SHIM STACK TO BE 1/41
SHIM WHERE SPACE OF IA6 NCH OR GREATER OCCURSSHIMfS) SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. I
5- FOR MASONRY OR CONCRETE OKNINGS, A IX WOOD SUCK MAY BE USED (OPTIONAL) AS LONG AS THE MINIMUM EMBEDMENT AND EDGE
DISTANCE REQUIREMENTS ARE STILL MET WITHIN THE CORRESPONDING MOST SUBSTRATE. SEE GENERAL NOTE #3 ON SHEET I FOR MORE
INFORMATION -
MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL RMSSHES, INCLUDING BUT NOT LIMITED TO STUCM, FOAM, EIRtM VENEER,
AND SIDING-
7- INSTALLATION ANC14ORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTA14T MATERIAL OR HAVE A CORROSION
RESISTA14T COATING.
S. rORHOLLaW BLOCK AND GROM FILLED BLOM DO NOT INSTALL INSTALLATION ANCHORS INTO MORTAR IDIUM EDGE DISTANCE IS
MEASURED FROM EKE EDGE OF BLOCK OR EDGE OF MORTAR IVNT INTO FACE SHELL OF BLOCX
9. INSTALLATION A14CHORS SHALL BE INSTALLED IN ACCORDANCE V47H ANCHOR MANUFACTUREICS INSTALLATION INSTRUCYNINS. AND
ANCHORS SR41L NOT BE USED IN SUBSTRATES WITH STRENGTH$ LESS T14AN THE MINIMUM STRENGTH SPECIFIED BY THE ANCHOR
MANUFACTUREFL
ff"Ill. �. I
t5
BY
Tt -
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2,c
iz
a
0-
0
I z
¢m
z
m
REMARKS 1 BY I DATE
V6,
7R6 SfAT,( OF
MIA
mmEllam
I
ailUx,11'r
d
.
BCIS Home Log In User Registration
,nt Product Approval
USER: Public User
»`
1ati'\J��z� c3 tie{< t,swtsn�?s�niq%t,
Hot'Ibplcs > Submit Surcharge Stats & Facts Publications ! Contact Us acis
> ApplicationI1
1
FL # F127970®R3
Application Type
Revision
Code Version
2020
Application Status
Approved
Product Manufacturer Andersen Corporation
Address/Rhone/Ernail 100 Fourth Avenue North
Bayport, MN 55003
(651) 264-08
alan,barstadC AndersenCorp,com
Authorized Signature Alan Oarstad
alan.barstad@AndersenCorp.com
"Technical Representative
Address/Phone/mall
Quality Assurance Representative Alan 0arstad
Address/Phone/Erma€l 100 Fourth Avenue north
Bayport, MN 55003
(651) 264-5308
abar'stad@andersencorp.com
Category Windows
Subcategory Double Hung
Compliance Method Evaluation Report from a Florida Registered Archite
Professional Engineer
Evaluation Report R Hardcopy Received
Florida Engineer or Architect Name who developed the Hermes F. torero, P.E.
Evaluation Report
Florida license P-7776
Quality Assurance Entity Window and Door manufacturers Association-QA
Quality Assurance Contract Expiration Date 12/1 / 0 0
Validated 0y Zachary R. Priest, RE.
Validation Checklist - Hardcopy Received
Certificate of Independence
_icc " OI i t
rea: r
Certified By
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
AtpA#a_rd
AAMA/WDMA/CSA 101/I,S.2/A440
TAS 201
TAS 202
TAB 203
Method I Option D
is
Model, Number or Name
27970.1 Renewal by Andersen DG Series
Double Hung Window (Non -Impact)
(Non-HVHZ)
uim 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,
Renewal by Andersen DC Series Double
Impact) (Non-HVHZ)
In"Istlon Instructions
FL LLAWUZ=14_5�� _2Qj_E!k-_12:j
Verified By: Hermes F. Norero, P.E. Florl
Created by Independent Third Party: Ye
Evaluation Reports
ELZZ2]7_0_1�1 LNk'L_LEL_ .2018-08"-
Created by Independent Third Party: Ye
Renewal by Andersen Double Hung Winc
Installation instructions
Verified By: Hermes K torero, P.E. Florl
Created by Independent Third Party: Ye
Evaluation Reports
FL27970 R3 Ai PER',7 E06-
Created by Independent Third Party: Ye
. .
I ..... ...... . .......
I....... I
The State of Florida Is an AA/EEO employer, Qgpydght 2007-2013 _State of Florida. EdMy _.Statement :; Ai;&gjgWfjty_Stajgmer
Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records re
mail to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850,487,139.5, *13
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,
Product Approval Accepts:
MCAMEgm
ANDERSEN CORPORATION
RENEWAL BY ANDERSEN DG SERIES DOUBLE HUNG WINDOW
(NON-IMPAC7) (NON-HVHZ)
THE PRODUCT SHMAI HEREIN IS DESIGNED AND
MANUFACIURED TO COMPLY WITH THE
MAX DWRALL SIZE
MAX D.L.O. S17F f
DESIGN I
R ANN, CONP,G_j
UPPER LOWER RILCTING
CURRENT EDI-FION
OUDW,
HEIGHT
, DAF�AaK
WIDTH I PRESSOR PA 1
El
FLORIDA BUILDING CODE BlIC), EXCLUIDING WHZ AND HAS
SASH SASH
BEEN EVALUATED ACCORDING TO THE FOLLOWING;
32.0
TEA
2S-15/161 33-318 33-3/8
AAMAANDMAICSA ILLMOVA440-08111
2. ADEQUACY OF THE EXISTING STRUCIlIPAL
40.0
FRO
1; 33-3/8 -/-40
SIC
TO RETELVIASONRY� ZI(FRAPANG, AND METAL FRAMING
FLAT OR 48.0
76.0
!4!1�-ISR 33-3/8
AS A MAIN WJND FORCE RESISTING SYSTEM CAPABLE OF
Ll
RN THISTANNERS AND TRANSFERRING APPLIED PRODUCT
SLOPE
54.0
72D
474S116 31-3/8 t 31418
LOADS TO THE FOUNDATION IS THE RESPONSIBILITY OF THE
X/X NOWIMPACT
ENGLNEER OR ARCHITECT OF RECORD FOR THE PROJECT OF
ADD
96.0
43-318 43-Ug
35-15/16 .1.30
INSTAULATH'SN,
L---
—
--- i
48.0
REG
41-15 16 i 43-3/8 i 43-319
3, IF AND OF SUCKS (WHEN USE05HALLBE DESIGNED AND
- - - - - 48.0
ART)
41-15/16 1 DE-111A, 21-IV16
ANCHORED TO PPOPERLY TRANSFER ALL LOADS TO THE
STRUCTURE, SUCK DESIGN ANO NSTALLATION IS THE
FLATOR
SUK S'
16
RESPONSGIROY OF THE ENGINEER OR ARCHITECT OF
FOR THE PROMET OF INSTALLATION.
�116 47-1/16 # Ss-ISQ6
RECORD
,t INSTALL ANCHORS WITM A
LEINDIVIDUAL;NSTAUATION
TORANCE . OF 1114 LICH OF THE DEPICTED LOCKPON IN
DF EIGN PRESSURE UK _
rw ANCHOR LAYOUT RFTFJL ILL., WITFIOUT
MAX OVERALL SIZE
MLO, SIZE
DESIGN MIDDLE
- -TO—Mft
COO SMERATION Of TOU!RARCOS$. TOLERANCES ARE NOT
NLLTYPE
WIDTH
HEIGHT
UPPER REZURE RATIO CONFIC,
ARDT�f A LUIPACT RATRIG
CUMULATIVE FROM ONE fNSTALLAT M ANCHOR TO THE
S29-3/8
NEXT,
SOO
RED
23-15/16 29-3/8ASH,
S. 'HE MSTALLATION MAKE DESM-SED HEARN ARE
FLAT OR 4—
GENEMC AND DEFY NOT REFLECT ACTUAL CONDMONS POP
i SLOPE 36.0
-islH, 29,414 29-3/4
A SPEORC SETE IF SITE 0014017PON3 CAUSE DWALLATION
4.0.0
77-0
33-15/16 31-3/9 31-3/8 *AR/-GS
TO D04ATE FROM THE RECIURSEMEWS DETAILED, HEREIN,
AUCENISED ENGINEER OR ARCHITECTSFW-L PREPARE STE
FLAT 4Cr D
ma
3E-15116 33- 1:1 XTY, NONLIMPACT
SPECIFIC DOCUIMENTS FOR USE WITH THIS DOCULSENT IN
NON-WFIZAAFAS, IN NVH2 ARM, ONETIME PRODUCT
ALCKE 40,0
75,3
a 33-15/16 33-2f5 33-2/5
APPROVAL TO BE OBTAINED FRO&I MIAMI-DADE REA OR
AKA,
FLAT f LO
67-0
26-3/8
- 69/-Ri
THIS PRODUCT IN AREAS RECEIVING RPIPALT RESISTANCE
7, WMIROW FRANO MATERIAL TONICS
'I, CA UPGRADE PRODUCT POSITIVE PATING IS DRIVEN
BY STRLICTURAL ONLY. WATER IS NOT INCLUDED,
9, IN ACCORDANCE VPFUI THE CURRENT EDITION FK WOOD
2 DP UPGRADE PRODUCT
MUST
BE INSTALLED
CYAKOMENDS SHALL HAVE MEN PRESERVATIVE TREATED
T OUGH FRAME ONLY,
OR SHALL ED OF A DURABLE SPECIES AS DEEDED IN
CHARTER 73,
I=
TAM OF CONTENTS
READ IS SHEET DESCRIPTION
A I NSTALUDHON AND GENERAL NOTES
ELETAREINS K. ANCHOR LAYOUTS
ELEVATIONS A, AN04OR LAYOUTS
VERTICALSECTKOIS
VIATICA
LS 'r
';OESCDEFA EF01..
11W-D6. MYTES, REI.F.RCE.E. DIIAKS
GLAZING DETAiL 1
L GLASS VPE THICKNESS SMALL COMPLY W" ASTM E-1300
GLASS CHART REQUIREMENTS.
Z. ALL GWING CONIRGURATRONGSHALLCOMPLYWrTH
SAFETY GLAZING REQUIREMENTS OUTLINED IN
CURRENT W
3. GETTING BLOCK SHOULD BE 7IF,90 DUROMETER AS PIPE
LCH 24 OF THE CURRENT C.
4. GLASS LATES THAT EXCEED SIMIN V41DT6# SHALL USE
SGTnNG BLOCKS AT 114 SPAN FROM CORNERS.
Andersen.
VAN'
PR, =055
'
7 FN Li
1 A254,M5%7t G: 4wdy
5F
P5
SjA; OF
o FO
nAROk IF 9. 73M
ME%= "mzfm
MR ORT, 17
FL27970
02.22.18
DEG -By'j cmv- F
HFN
NTS
iiWG.AWD234
SOLO':
OF 7
MAX. O.A FRAME
wim ISEE SHEET 1)
MAX. D.LO.
WMTH
ELEVATION
DOUBLE HUNG WffWM
SLOPEW-1:1
ANCHOR LAYOUT
THF666i ii-AME - r�0,-U-K-SHU-HGVAND0W
SLCff 54LL - 1:1
MM. O.A FRAME
MI)TH (SEE SHEET 1)
MAX D.1-0.
WWH
-j7
D� Lo-
M MAX. D.1-0. A'-
HEIGHT
MAX. O.A FRAME
/N
"EIGHT
ISEE SHEET 1)
AX. D.W.
MAX.L,
1XI
HEIGHT
Urr-ro;w
KEMM
MICHOR LAYOUT
THROUGH MAME - Doums HUNG VmDow
FLAT SKL 1:1
An&mn
w2vowl
.1.......
PH-,
z
95 Z,g wo I fill
z
z
5'
0
REMARM BY DATE
iZEGMMATE HR h.2&I
IF
7
c
OF
116ERM- �W_
MINW119
I
MAX O.A FRAW
WIDTH (SEE SHEET 1)
MAX D.LO.
WIDTH
MAX. D.L.O. /�a
HEIGHT
MAX O.A FRAME
HEIGHT
(SEE SHEET 1)
MAX,i I-
HEIGHT
x
Em
FrIu5cm
ANCHOR LAYOUT
THROUGH FRAW - MALE WING WINDOW
FIATSK13:1
MAKGAFRAME
WIDTH ME SHEET 1)
MAX. D.1-0.
WIDTH
MAX. D.LO.
D -Lo-
HEIGHT
MAX. OA FRAME
HEIGHT
(SEE SHEET I)
MAX. D.1-0.
"EIGHT
s
Mc SPACING
SEE SHEET 7
m-w
w TA 0 144 so 1#1 .9 1 Eli % 11011
RIM
0
z m
V
C, OaC
R�W �
DATE- 02.22.18
DWM BY: CHIC. BY:
-RV HFN
ScaE: NTS
DWG�#-- AW171A
I
Andersen
... _ F'
s, ,. .,
33M' son •vexGaess
m snrenxe, msrvu�s-ams
f � V�4
SEE
SHEET i LAZNG
SEE GLAZING `. m 3
p a�
DETAIL, SHEET 1 igO
MAX.1 POCKET NOTCH � E9 FRAME
D.L.O. MAX..
D.LO.� Q
HEIGHT # -4 it ;
SEEGLAZING HEIGHT SEE GthZING i a 0
DETAIL, SHEET 1 'NOTE- —._--------.---.-._-- --qp ,r"^ DETAIL, SHEET 1 ( p
1 r
t i � �� 1: THE PROFILES SHOt(VN ABONE ARE ALSO gUALIHED A5 AN 3 �
OPAROMN FOR USE OTHER THAN BASE E AT THE HEAD. f '-�' N
L
SEE G (
DETAIL, SHEET 2 - { ( E ,_ SEE GLAZING t �
----- _ DETAIL., SHEET i � RENRARKS { BY DATE
EXTERIOR INTERIOR 92E GHR UPpkSE MR L26.1
EXTERIOR INTERIOR p _� _._..
MAIL
FRAME ---^- - ..
MAX.
.. .�,„, t FRAME
t HEIGHT --�—q�— JHEIGHT f
D.L.O. MAX
HEIGHT�, ,',. �,Cgl"�..�3,
HEIGHT o o
SEEGLAZI t 7R
r DETAIL SHEET j SEE G �- 5�6� OF
DETAIL„ SHEET 1 '.:.r bih tit
i J In
ow'�
j M'T am
4 FL R:
DATE: 02.22.18
DWG. BY:.... CHK. BY:
Rat HFN
NTS
r VERTICAL SE VE VERTICAL DwG. a: A234
SECTION
1:1 y
`,. 4I FIATSUIti
Of 7 .
m
9
SEE
DE1
INTERIOR
'j > SEEGLAZING
DETAIL SHEET 1
o
POCKET NOTCH ES FRAME
-T,—THE PRORLESSWWMAWaMEAMQUAUFWDASAte
L--OFnO-NFOR —USE m—m7—mmBm—EFRwE—ATTw--K-AD-, mAX
D.L.D.
HEIGHT
SEE G=NG.
DETAIL SHU71
SCRLEr NTS
AWD234
VERTICAL SECTION
VERTICAL SECTION
3:1
SASH REINFORCING SASH REIN
SEE SHEET 7 FOR REQUIREMENTS SEE SHEET 7 FOR REQUO
-SEE GLAZING SEE GLAZIN
,,, DETAIL SHEET I INTERIOR DETAILSHEET
MAX D.L.O. WIDTH
MAX. FRAMEWIDTH
1-41 t 1010,
4 REINFORCING SASH REINFORCING
SHEET 7 FOR REQUIREMENTS SEE SHEET 7 FOR REQUIREMENTS
-SEE GLAZING SEE GLAZING
DETAIL SHEET I INTER107 DETAIL SHEET f,,
EXTERIOR
MAX D.L.O. WIDTH
MAX. FRAMEWIDTH
4 1 POCKET NOTCH EJ FRAME
ul
i NOTE.
-T_THE PROFILES SHOWN ABOVE ARE ALSO QUALIFIED AS AN
OPTION FOR USE OTHER THAN BASE FRAME
Amkisen
swul
............ I
lwraiarNa Nom
ear T,.NSSODS�JM
z
FN.
3: -5 _o0c_l g; 4
HE -R muill
R-5 i Viol
4" MAX.
INTERIOR SHIM SPACE - j
0.62"
MIN. .�J 4.--
.*' EDGE DISTANCE 0.79' �
d R 1 1.09,
i'
ro..BY BSTRAOTHERS (, MEETINGS RAIL, LOWER & LVL REINFORCEMENT
UPPER SASH LVL l ` i BOTTOM SASH LVL
n REINFORCEMENT DETAIL
PERIMETER SEAtkNT _J ,.{..w..-
BY OTHERS +� MIN.
EMBEDMENT
; h} HORIZONTAL SECrION
FRAMETHROUGM 9
1. ONE (1) INSTALLA-TION ANCHOR IS REQUIRED AT f�.ACN=
2, THE NUMBER OF INSTAUATIONANCHORS, DEPICT
OF ANCHORS TO BE x FOR PRODUCT
.,
LOCATION
"" THE DEPICTED . DETAILS
CONSIDERATION
(LE., WITHOUT ;
CUMULATIVE FROM ONE O
4. SHIM AS REQUIRED , .,#.
SHINKS). MAXIMUM ALLOWABLE SHRVSTACKTOBE 1/4 INCH, SHIMWHER
SPACE OF
OF HIGH ... # GREATER OCCURS. SHIM(S) SHALL BE CONSTRUCM
OR
5, DS JAMS SHIM TO BE USED BETWEEN # THE 1/4 INCIt SHIM
O MASONRY OPENINGS,• USED
•^ f �IONG AS THE MINIMUM EMBEDMENTi
REOMEMENTS, ARE STILL MET WITHIN THE CORRESPONDING HOS
SURSTRATESEE GENERAL NOTE #3 ON SHEET I FOR MORE INFORMATION.
7. MINIMUM EMBEDMENT AND EDGE
INCLUDING BUT NOT LIMITED TOSTUCCO, ,
CORROSION& INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE Of
# #
,.
9 FOR HOLLOW SLOCK AND GROUT FILLED KOM 00 Nor INSTALL
FROM # OF BLOCK OR EDGE OF #'JOINT
BLOCK.
METHOD SUBSTRATE ANCHOR SCMEDULE MIN EMBEDMENT' -I MIN, EDGE
�WOOD-.MEN. SSO-0. 10 Ud
0,76' r
FLAT WAD
(
`
..��
3 � HREADS ._IN
METAL: 1e GAUGE #10 TER SCREW
MIN. Fy= 33M FLAT WAD
PENETRATIONBEYOND 00
THROUGH,.
METAL
�. bw..,.. .,....._^�
CITE: 3/16' I TVV TAPCON
M€N. fw*00" FLATHEAD
.
1.25' 2.5 [
..2
MASON T.
M20�3f16"STW
psi FLATHEAD
?°
25ASTM
n
w
Anchor Schefte - Max O.C. Spacing
Anchor Schedule - MaxO.O. Spacing
Standard Double Hung Gdd, +/- 40 PSF
Standard Double Hung Grid, +/-
WkHh (€n.)
W (ID.)
_ht0n,124 36 48
H 'vht(€n.? 24 36 48
54
27 &5 8.5 8.5
27 - - -
17.0
36 13.0 13.0 13.0
36
24.0
48 19.0 19.0 19.0
46 -
19.0
60 24.0 24.0 16.7
60 - -
16.7
72 24.0 20.7 15.5
72 -
20.7
76 24.0 22.0 %S
79 -
Anchor Schedule - Max O.C. Spacing
84 24.0 24.0 24.0
_
P UpWade Double Hung Grid, /-65 PSF
96 24.0 24.0 21.5
WuM (€n.',
Height €tL) 325
Anchor e - Max O.C. Spacing
278.5 8.5 8.
8
Fixed Upper Sash Double Hung Grid
.
(INSERT AND BME FRAME), +/- 40 P5F
36 130 13.0 13.0
48 19.0 12.7 12.7
VVkfth (in.)
60 24.0 16.7 12.5
Height (in.), 24 36 48
54
72 20.7 15.6 12.4
27 8.5 8.5 8.5
&S
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
60 24.0 24.0 16.7
12.5
DP Upgrade Double Grid, /-81 PSF
72 24.0 20.7 15.5
15.5
Width€,In,I
76 24.0 22.0 %5
Hekght (€m. 36
84 24,0 24.0 14.9
62 16.5
96 24.0 21.6 17.2
11