HomeMy WebLinkAbout22-44435335 Eighth Street
Zephyrhills, FL 33542
?hone: (813) 780-0020
Fax: (813) 780-0021
FINITE
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BAR-004443-2022
Issue Date: 07/19/2022
2313103��
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.
IMF
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RACTOR SIGNATURE PEfIT OFFIOE()
PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED
813-780-0020 City of Zephyrhills Permit Application
Building Department
Date Received Phone Contact for Pete I 1 863 1 223
1:0=1ZX� IM2�2
Owner's Name Kathy Pahl Owner Phone Number
Fax-813-780-0021
Owner's Address
Owner Phone Number
Fee Simple Titleholder Name E
Owner Phone Number
Fee Simple Titleholder Address
JOB ADDRESS
FL 33542
LOT #
SUBDIVISION
I PARCEL ID#
(OBTAINED FROM PROPERTY TAX NOTICE)
WORK PROPOSED
NEW CONSTR F__1 ADD/ALT x
SIGN DEMOLISH
INSTALL REPAIR
PROPOSED USE SFR COMM
OTHER
TYPE OF CONSTRUCTION [X] BLOCK 0 FRAME
STEEL
DESCRIPTION OF WORK
Replacing windows si�E' for Size
BUILDING SIZE
SO FOOTAGE
=
HEIGHT
K]BUILDING
1rF --------------- I
'9931.00
VALUATION OF TOTAL CONSTRUCTION
1
=ELECTRICAL
AMP SERVICE
PROGRESS ENERGY W.R.E.C.
=PLUMBING
=MECHANICAL
VALUATION OF MECHANICAL INSTALLATION
= GAS ROOFING SPECIALTY =
OTHER
FINISHED FLOOR ELEVATIONS
FLOOD ZONE AREA
r1YES NO
BUILDER
PANY I
Renewal By Andersen of Floridaid
SIGNATURE
N
Y/ N FEE CURREN Y / 4
Address
97 Kennedy Blvd, Orlando, FIL
0ORiREGISTERED
32810
License #
ELECTRICIAN
COMPANY
L==-FEE
SIGNATURE
REGISTERED
'ST I',
CIRRE_11=Er�
Address
License#
PLUMBER
COMPANY
E
;;;;
SIGNATURE
REGISTERED
FEE CII�IREIY t N�
Address
License#
MECHANICAL
COMPANY [
I
_1`RRE_NY
SIGNATURE
REGISTERED
L _Y2 N_J FEE / N �l
Address
License#
OTHER
COMPANY
E
;;;; �IEECIRR�El/
SIGNATURE
REGISTERED
N��
Address
License#
RESIDENTIAL Attach (2) Plot Plans; (2) sets of Building Plans; (1) set of Energy Forms; R-O-W Permit for new construction,
Minimum ten (10) working days after submittal date. Required onsite, Construction Plans, Stormwater Plans w/ Slit Fence installed,
Sanitary Facilities & I 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 clumoster. 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. (AIC upgrades over $7500)
Agent (for the contractor) or Power of Attorney (for the owner) would be someone with notarized letter from owner authorizing same
OVER THE COUNTER PERMITTING (copy of contract required)
Reroofs if shingles Sewers Service Upgrades A/C Fences (Plot/Survey/Footage)
Driveways -Not over Counter if on public roadways..needs ROW
NOTICE OF DEED RESTRICTIONS: The undersigned understands that this permit may be subject to "deed" restrictions"
which may be more restrictive than County regulations. The undersigned assumes responsibility for compliance with any
applicable deed restrictions.
UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES: If the owner has hired a contractor or
contractors to undertake work, they may be required to be licensed in accordance with state and local regulations, If the
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
•
•
I... M11
my responsibility to identify what actions I must take to be in comph ce. 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 "Ait 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 vromise in ood faith to inform the owner of th s set forth in
IMMI ffts Aul M:11*1 a I =104 "'VI&I A zw-200AW41111 to a. WMINIIIIIiiIIIIIIIIIIIIIII&M In 10 a 1 1#14,110- "1 1 NEVIN
FLORIDA JURAT (F
a. A
OWNER OR AGENT_ 11\1 %K
Subscribed and sworn to Tr affirmed) before me this
- by
Who is/are personally kpowi;i to me or has/have produced
as identification.
Notary Public
Notary Pithlir_ql.t. F
Name
ota A%Or"Pe v
y Com ission
fill HH 255936
EXJD. 4/2 /2026
Subscribed and
me or
me
identification,
Notary Public
Commission No.
Name of Notary t ad, Ion ted or Islatallaid PUblia tate 0 a 1 a
Rosemary L go-Ort"
M commis
=41 21 H 255936 n
1
Exp, 4/201202
2 1 1k
Agreement Document and Payment Terms
PEA. RENEWAL BY ANDERSEN OF FLORIDA Kathy Pahl
Legal Name: JLM Windows, LLC 5938 Forest Ln
RENEWAL,DERSEN' CGC1527613 Zephyrhills, FL 33542
rultowt WIN" 9RMMM 997 West Kennedy Blvd. Suite AIS I Orlando, FL 32810 H: (813)997-3174
bYANW
Phone: 407-803-4723 1 Fax: 407-386-8262 1 Customerservice@rbafla.com
Kathy Pahl 03/10/22
SUYER(S) NAME CONTRACT DATE
5938 Forest Ln , Zephyrhills, FL 33542 (813)997-3174
BUYER(S) STREET ADDRESS PRIMARY NUMBER SECONDARY NUMBER
kathypahl79@gmail.com
PRIMARY EMAIL SECONDARY EMAIL
Buyer(s) hereby jointly and severally agrees to purchase the products and/or services of JLM Windows, LLC d/b/a Renewal by Andersen of
Florida(" Contractor"), in accordance with the terms and conditions described in this Agreement Document and Payment Terms, any documents listed in
the Table of Contents, and any other document attached to this Agreement Document, the terms of which are all agreed to by the parties and
incorporated herein by reference (collectively, this "Agreement"). Buyer(s) hereby agrees to sign a completion certificate after Contractor has completed
all work under this Agreement.
TOTAL JOB AMOUNT. $9,931 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: $9,931 Estimated Start: Estimated Completion:
20-24 weeks 2 days
AMOUNT FINANCED: $9,931
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
Rain
and extreme weather are the most common causes for delay.
NOTES:
. We will communicate an official date and time at a later date.
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.
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IGNATURE OF SALES PERSON
Hollie Sharkey
PRINT NAME OF SALES PERSON
03/10/22
--------------
--- ------- ---- ------- - ---- — -----
SIGNATURE RE z�
S
Page 2 /
9
9
. We will communicate an official date and time at a later date.
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.
ml
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Igm vq-m W-xi 1#1 0 *J a W-A 0 FA 111,01 W61 A IT tFRA I'
IGNATURE OF SALES PERSON
Hollie Sharkey
PRINT NAME OF SALES PERSON
03/10/22
--------------
--- ------- ---- ------- - ---- — -----
SIGNATURE RE z�
S
Page 2 /
9
9
� 911
Igm vq-m W-xi 1#1 0 *J a W-A 0 FA 111,01 W61 A IT tFRA I'
IGNATURE OF SALES PERSON
Hollie Sharkey
PRINT NAME OF SALES PERSON
03/10/22
--------------
--- ------- ---- ------- - ---- — -----
SIGNATURE RE z�
S
Page 2 /
9
9
FLORIDA
Kathy Pahl
se#CGC15 7613
RTWWAL
5938 Forest Ln
997 West Kennedy Blvd, Suite A18 I Orlando, FL 32810
byANDEREN'
Zephyrhills, FL 33542
Phone: 407-803-4723 1 Fax: 407-386-8262 1 concierge@rbafla.com
mm"004MOMM
H: (813)997-3174
Measure Tech: Michael Young,
Z
M,
101 'front door 25 " 49 " Window: Gliding, Double, 1:1, Active / Passive, Base Frame, Exterior Dark
25-1/4" 49-1/4" Bronze, Interior Dark Bronze Performance Calculator: Winde, Wind Speed
137, Zone 4, PG Rating: 30 1 DP Rating: + 30 / - 30 Glass: All Sash: High
Performance SmartSun Glass, No Pattern Hardware: Dark Bronze Screen:
TruScene, Full Screen Grille Style: No Grille Misc: None Construction:
Additional hours for unplanned work (1) Material: 2" x 7/8" L-Trim, (12 ft),
Dark Bronze (2), F-Trim, (12 ft), Dark Bronze (11), Caulk - Dark Bronze Exterior
(4), Interior Caulk- White (2), 1/16 Flat Shims (4), 3.25" X 3/16" Tap -Con
(Masonry) (2), Foam: Low Expansion Polyurethane (1), Glider Clips (32)
102 kitchen 36 " 37 " Window. Gliding, Double, 1:1, Active / Passive, Base Frame, Exterior Dark
35-1/2" 37" Bronze, Interior Dark Bronze Performance Calculator: Winde, Wind Speed
137, Zone 4, PG Rating: 40 1 DP Rating. + 40 / - 40 Glass: All Sash: High
Performance SmartSun Glass, No Pattern Hardware: Dark Bronze Screen.
TruScene, Full Screen Grille Style: No Grille Misc: None Construction. None
Material: None
103 bathroom 25 " 24 "
24-5/8" 24-1/4"
104 gary bedroom 52 49
51-3/4" 49-1/4"
Window: Gliding, Double, 1:1, Active / Passive, Base Frame, Exterior Dark
Bronze, Interior Dark Bronze Performance Calculator: Winde, Wind Speed
137, Zone 4, PG Rating: 40 1 DID Rating: + 40 / - 40 Glass: All Sash; High
Performance SmartSun Glass, Obscure, Tempered Glass Hardware: Dark
Bronze Screen: TruScene, Full Screen Grille Style: No Grille Misc., None
Construction: None Material. None
Window: Gliding, Double, 1:1, Active / Passive, Base Frame, Exterior Dark
Bronze, Interior Dark Bronze Performance Calculator: Winde, Wind Speed
137, Zone 4, PG Rating: 30 1 DP Rating: + 30 / - 30 Glass: All Sash-, High
Performance SmartSun Glass, No Pattern Hardware: Dark Bronze Screen:
TruScene, Full Screen Grille Style: No Grille Misc: None Construction: None
NXIEMMUN31%
03/24/22 Page 2 / 13
ba. RENEWAL BYANDERSEN OF FLORIDA
Kathy Pahl
Le al Name: AM Windows, LLC I Licerise # CGC1527613
5938 Forest Ln
997 West Kennedy Blvd, Suite A18 I Orlando, FL 32810
Zephyrhills, FL 33542
byANDERSEN' Phone: 407-803-4723 1 Fax: 407-386-8262 1 concierge@rbafla.com
H: (813)997-3174
Measure Tech: Michael Young,
r.
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JQB"N T
Recessed in block with stucco finish. First door install. Aluminum units coming out.
460RPLA' .. . . . .. .
... . . . .. .
SIDE
BACK
SIDE
. ...... .
7
OB PHdT 'S'
03/24/22 Page 3 / 13
11 /17/21, 1:28 PM Florida Building Code Online
8CIS Home Log In user Registration Hot Topics Submit Surcharge Stats & Facts Publications Contact Us BCIS Site Map Links Search
Product Approval
db USER: Public User
&—oduAPPu9-\,,1UL=, > Erao—dLat —o, Applis—augan—sAa—r0h > Apt isc—at—lo—n—UA > Application Detail
FL #
Application Type
Code Version
Application Status
Comments
Archived
Product Manufacturer
Address/Phone/Email
MEMMESIMMEM
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category
Subcategory
Florida Engineer or Architect Name who developed the
Evaluation Report
Florida License
Quality Assurance Entity
Quality Assurance Contract Expiration Date
Validated By
Certificate of Independence
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
Sections from the Code
Andersen Corporation
100 Fourth Avenue North
Bayport, MN 55003
(651) 264-5308
Alan Barstad
alan.barstad@AndersenCorp.com
Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
Evaluation Report - Hardcopy Received
Hermes F. Norero, RE.
PE-73778
Window and Door Manufacturers Association-QA
12/16/2030
Locke Bowden P.E.
Validation Checklist - Hardcopy Received
LUII&I —M—U!"M A U, uAt
StAROK0 Y"K
AAMA/WDMA/CSA 101/1.S.2/A440 2008
AAMA/WDMA/CSA 101/l.S.2/A440 2011
I affirm that there are no changes in the new Florida Building
Code which affect my product(s) and my product(s) are In
compliance with the new Florida Building Code.
https:lffloridabuilding.org/prlpr�_appjtl.aspx?param=wGEVXQwtDqs%2fmGFoyT6raZOyLCWc3g2NkaCv8YaxovX6KjYP%2fm7COA%3d�/�3d 1/2
UNNIMMIMMM
Documentation from approved Evaluation or Validation Entity Yes No N/A
Product Approval Method Method I Option D
Date Submitted 08/04/2020
Date Validated 08/04/2020
Date Pending FBC Approval
Date Approved 08/10/2020
FL # Model, Number or Name
19563.1 Renewal Series
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, AWD243, and Evaluation
Report, PER5898, for sizes, design pressures, and installation
requirements,
Description
1_111-111- ............... ... .. . .......
Renewal Glider Window
Installation Instructions
ZQ 0 -t2 J�_ P-1
Verified By: Hermes F. Norero, RE, FL PE No. 73778
Created by Independent Third Party: Yes
Evaluation Reports
Created by Independent Third Party: Yes
_Contact Us :: ELqaw_UA-_4_8_7_18_Z4_
The State of Florida is an AA/EEO employer. Qp_yXjq=QQ7-20I3 State of Florida, FXJUay_aLqLtMqd :: Accessibility ctat m r<t :: attuadjaJ01%=
Under Florida law, email addresses are public records. It you do not want your e-mail address released in response to a public -records request, do not send electronic
mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850,487.1395. *Pursuant to Section 455.275(1),
Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they have one, The emalls
provided may be used for official communication with the licensee, However email addresses are public record. If you do not wish to supply a personal address, please
provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, KS., please click _h&M,
Product Approval Accepts:
0190 N ER 10
Credit Card
Safe
on=
https:llfloridabuilding.org/pr/pr_appjtl.aspx?param=wGEVXQ\AftDqs°/a2fmGFoyT6raZOyLCWc3g2NkaCv8YaxovX6KjYP%2fm7COA%3d%3d 2/2
it Air " ml, I
WINDOWRENEWAL BYANDERSEN SERIES GLIDER
(NON -IMPACT) (NON-HVHZ)
GENERAL NOTES:
1. THE PRODUCT SHOWN HEREIN 15 DESIGNED AND
MANUFACTURED TO COMPLY WITH THE CURRENT EDITION
FLORIDA BUILDING CODE (FBC), EXCLUDING HVHZ AND HAS
BEEN EVALUATED ACCORDING TO THE FOLLOWING:
. AAMA/WDMA/CSA 101/I.S.2/A440-08/11
2. ADEQUACY OF THE EXISTING STRUCTURAL
CONCRETE/MASONRY, 2X FRAMING, AND METAL FRAMING
AS A MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF
WITHSTANDING AND TRANSFERRING APPLIED PRODUCT
LOADS TO THE FOUNDATION IS THE RESPONSIBILITY OF THE
ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF
INSTALLATION.
3. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED AND
ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE
STRUCTURE, BUCK DESIGN AND INSTALLATION IS THE
RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF
RECORD FOR THE PROJECT OF INSTALLATION.
4. INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN A
TOLERANCE OF tl/41NCH OF THE DEPICTED LOCATION IN
THE ANCHOR LAYOUT DETAIL (I.E., WITHOUT
CONSIDERATION OF TOLERANCES). TOLERANCES ARE NOT
CUMULATIVE FROM ONE INSTALLATION ANCHOR TO THE
NEXT.
5. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE
GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR
A SPECIFIC SITE. IF SITE CONDITIONS CAUSE INSTALLATION
TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN,
A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE
SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT IN
NON-HVHZ AREAS,
6. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED ON
THIS PRODUCT IN AREAS REQUIRING IMPACT RESISTANCE.
7. WINDOW FRAME MATERIAL.: FISREX & PVC
8. IN ACCORDANCE WITH THE CURRENT EDITION FBC, WOOD
COMPONENTS SHALL HAVE SEEN PRESERVATIVE TREATED
OR SHALL BE OF A DURABLE SPECIES AS DEFINED IN
CHAPTER 23.
9. GLASS SHALL MEET THE REQUIREMENTS OF ASTM E 1300
GLASS CHARTS. SEE SHEET 1 FOR GLAZING DETAILS.
DESIGN PRESSURE RATING
SIZE CONFIGURATION
DESIGN PRESSURE
SASH WIDTH RATIO
72" X 80" XO
+40.0 J-40.0 PST
1:1
96" X 54" XO
+40:0 j -40.0 PSF
1:1
96" X 72" XO
+40.0 j -40.0 PSF
1:1
10V X 54" XO
+25.0 /-25.0 PSF
1:2
108" X 72" XO
+20.0 j -20.0 PSF
1:2
56" X 80" XO
+40.0 (-40.0 PSF
1:2
74" X 54" XO
+40.0 f 40,0 PSF
1:2
74' X 72" XO
+35.0 / -35.0 PSF
112
48" X AV XX.
+40J) -40D PSF
1:1
72" X 80" XX
+30.0 f -30.0 PSF
1:1
96" X 54" XX
+35.0 / -35:0 PSF
1:1
96" X W, XX
+35.0 (-35.0 PSF
1A
96" X 72" XX
+20.0 ( -20:0 PSF
1A
144" X 54" XOX
+30.0 f -30.0 PSF
1:1:1
144" X 72" XOX
+25.0/-25.0 PSF
1:1:1
84" X 11, XOX
+40.0 / -40.0 PSF
1:1:1
84" X 80" XOX
+35.0 J -35.0 PSF
1:1:1
144" X 54" XOX
+30.0 %-30.0 PST
1:2:1
144" X 72" XOX
+25.0 j -25.0 PEE
1:2:1
84" X 60" XOX
+40,0 / -40,0 PSF
1:2:1
84" X BY' XOX
+35.0 / -35.0 PSF
DESIGN PRESSURE UPGRADE RATING
SIZE CONFIGURATION DESIGN PRESSURE
SASH WIDTH RATIO
56"X43" XO +61.0 J-79.0 PSF
1A
40" X 40" XO +81.0 / -100:0 PSF
1:1
88" X 64" XO +42.0 j -43D PSF
1:1
74" X 72" XO +SOD / -50.0 PSF
1:1
74" X 64" XO +50.0 / -65.0 PSF
1:1
108" X 72" XOX +26.0 J-26.0 PSF
13:1 & 1:2:1
120" X 64" XOX +28.0 f -28.0 PSF
1:1:1 & 1:2:1
56" X 48" XUX +6LO J-79.0 PSF
1:1A & 1:2:1
74" X 64" XOX +50.0 / -65.0 PSF
1:1:1 & 1:2:1
109" X 64" XOX +40.0 / 40.0 PST
1:1:1 & 1:2:1
*SEE FRAME DESCRIPTIONS ON SHEET 6 & 8 _-
1. DP UPGRADE PRODUCT POSITIVE RATING IS DRIVEN
BY STRUCTURAL ONLY. WATER 15 NOT INCLUDED.
2. DP UPGRADE PRODUCT MUST BE INSTALLED
THROUGH FRAME ONLY, EXCEPT ON SILL WHERE
JAMB CLIPS MUST BE USED.
TABLE OF CONTENTS
SHEET REVISION
SHEET DESCRIPTION
1 -
GENERAL NOTES & GLAZING DETAIL
2 -
ELEVATIONS
3 -
ELEVATIONS
4 -
ANCHOR LAYOUTS
5 -
ANCHOR LAYOUTS..
6 -
VERTICAL SECTIONS
7 -
HORIZONTAL SECTIONS
8 -
ANCHOR DETAILS
9 -
INSTALLATION NOTES & ANCHOR SCHEDULE
FF 3j4" O.A.tNSULATED
GLASS
EXTERIOR INTERIOR
BACK BEDDING B[i t '
idJq ' 1/2" GLASS
i BiiE
GLAZING NOTES:
1. GLASS TYPE & THICKNESS SHALL COMPLY WITH ASTM E1300
REQUIREMENTS AS WELL AS APPLICABLE SAFETY GLAZING
REQUIREMENTS PER THE FBC. TEMPER AND SAFETY GLAZING
REQUIREMENTS SHALL BE REVIEWED ON A SITE SPECIFIC BASIS.
2. SETTING BLOCK DUROMETER HARDNESS OF 70-90 (SHORE A) AS
REFERENCED IN FBC CHAPTER 24.
3. SETTING BLOCKS TO BE LOCATED AT 1/4 SPAN LENGTH FOR GLASS
WIDER THAN 36" AS PER FBC CHAPTER 24,
4. D.L.O. AND DESIGN PRESSURES MAY NOT EXCEED MAX VALUES IN
DESIGN PRESSURE TABLES ON SHEET 1.
100 FOURTH AVE NORTH
BAYPORT, MN 550034096
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UNIT MAX,
WIDTH 96"
MAX D.L.O. MAX.
D :L-O.
43 15/43 15/16"
UNIT MAX.
MAX. D.L,O.
HEIGHT HEIGHT
72" 65"
UNIT MAX.
WIDTH 96"
MAX D LO L.0
43 43 MAX.�5/'16"'
IT MAX.
MAX. D.L.O.
HEIGHT HEIG14T 1
72" 65"
.. ...... . . .. -
ELEVATION
96" X 72' XX UNIT
1:1 SASH RATIO
'Anikmml
UNIT MAX. 'I
WIDTH 108"
MAX. D.L.OMAX. D,L,O.
33 5/16" 66 3/8" ......
M MURTH AW NORTH
3AYPOPT, MN 55003-1095
PH: (653) 264-5150 FX: (651) 264-W5
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UNIT
MAX. \��7 V2 z >
MAX. D.L.O. v -wzl
HEIGHT HEIGHT
72" <0Z
rE 0
jf
ELEVATION REMARKS BY DATE
108" X 72" XO UNIT ALTERNATE MEETING STILE LOCATIONS
MAY BE USED SUCH THAT MAX. DLO
1:2 SASH RATIO DIMENSIONS SHOWN HEREIN ARE NOT
EXCEEDED. UNEQUAL SASH RATIO NOT
AVAILABLE FOR ACTIVE/ACTIVE (XX) UNITS.
UNIT MAX.
WIDTH 72"
MAX, D.L.O. [MAX, D,LO.
3115/16" 3115/16"
OF a: -
MAX. D.LO
HEIGHT HEIGHT 7 7a PZ ft 7�
fAmom
3w E.
U 5 0 MA=, ft"L3�30004ff 338
"X. F&K MM. I AtXF# He 2"n
rB FL #:
FL19563
11.07.18
BY:
SCALE: NTS iFN
DWG. #: AWD243
ON ELEVATISHEET:
72'XSO" XXUNIT
1:1 SASH RATIO 2
UNIT MAX,
WIDTH 84'
MAX. MAX, MAX.
D.L.O.
D
4 — -L O'l
1�11"
UNIT MAX. 'DA
MAX. D1.0
HEIGHT HEIGHT
8011 73"
LrE
I I It
UNIT MAX,
WIDTH 84"
MAX. MAX, MAX,
131.0.[f— D.LO, 1)1�0.
187/16. 1
36 7/8" 8 7/16"
UNIT MAX.
MAX, D.L.O.
HEIGHT HEIGHT
801, 73" "x. "o. "XI
Al I // 11 //
UNIT MAX.
WIDTH 144"
MAX.
D,L.O,_ —MAX.D.L.O. MAX. D.L.O.
445/8- 44518- 44 5/8"
UNIT MAX -
MAX. D1.0, lv�
HEIGHT HEIGHT
72" 65"
NOTE:
ALTERNATE MEETING STILE
ELEVATION LOCATIONS MAY BE USED SUCH
144' X 72' XOX UNIT THAT MAX. DLO DIMENSIONS
SHOWN HEREIN ARE NOT
1:1:1 SASH RATIO EXCEEDED.
UNIT MAX.
WIDTH 144"
-Av m 1 n
F
UNIT h
MAX. D
HEIGHT HE
72"
L
lAndeff,m]
0
u
sg
toyc
ttl
L. Z > 2
!4
19 z z >
0
t S XOF rt
M E. DAW BEACH BI , f 3 I
Dh A SEACH, FL 3304 t M cmt Or AUTHMZA; H mn
ELEVATION ELEVATION SHEET:
84" X 80" XOX UNIT 144" X 72" XOX UNIT
1:2:1 SASH RATIO 1:2:1 SASH RATIO 1 3
MAX- D.C. SPACING
SCHEDULE
CORNER DIST.-1 SEE SCHEDULE
SEE 'C
MAX. O.C.
SPACING
SEE SCHEDULE
TWO INSTALLATION ANCHORS (SEE
TABLE ON SHEET 9) AT MEETING STILE
END LOCATIONS THROUGH HEAD,
SPACED 2.5" ON EACH SIDE OF MEETING
STILE.
EXCLUDES UNITS 5 36" X 48"
IL
CORNER DIST.
SEE SCHEDULE TYPICAL ANCHOR LAYOUT
XO OR OX GLIDER
1:1 SASH RATIO
TWO INSTALLATION ANCHORS (SEE
MAX. D.C. SPACING TABLE ON SHEET 9) AT MEETING STILE
SEE SCHEDULE END LOCATIONS THROUGH HEAD,
SPACED 2,5" ON EACH SIDE OF MEETING
CORNER DIST.
STILE.
-1 SEE SCHEDULE EXCLUDES UNITS 5 36" X 48"
MAX. O.C. SPACING
SEE SCHEDULE
CORNER DIST. j
SEE SCHEDULE
mommumummum
XO GLIDER
ALL METHODS OF INSTALLATION REQUIR 1:2 SASH RATIO
A CONTINUOUS Yz" BEAD OF SILICONE
BELOW THE SILL I
RENEWAL SERIES GIUDER ANCHOR SPACUNG - ----- --
•
•
•
RENEWAL SERIES DP UPGRADE GLIDER ANCHOR SPACING
FROM
MAXO.C. MAXO,C.
MAX O.C.
CONFIG, SIZE
INSTALLATION
CORNERS
HEAD
SILL
IAMBS
METHOD
(IN)
(IN)
(IN)
(IN)
ol 4
THROUGH FRAME &
JAMB CUP INSTALL
S.5
9
9
9
(SfLLONLY)
THROUGH FRAME &
JAMSCUPINSTALL
5,5
9
9
9
(StLLONLY)
ae
THROUGH FRAME&
JANSCUPINSTALL
5,5
9
9
9
(SILLONLY)
THROUGH FRAME &
JAMB CUP INSTALL
5.5
12.5
12.5
12.5
(SILLONLY)
%
THROUGH FRAME &
Ox
JAMB CUP INSTALL
5.5
i5.25
(SILLONLY)
k1folf-ARWA11#101MOV
FOR THROUGH FRAME INSTALLATIONS,
INSTALLATION CUP'S MUST BE USED AT THE SILL
IN LIEU OF FASTENERS THROUGH FRAME,
SPACED IN ACCORDANCE WITH THE
INSTALLATION CLIP SPACING REQUIREMENTS
LISTED IN THE ABOVE TABLE.
FOR CUSTOM SASH RATIOS, USE WORST CASE
ANCHOR SPACING BETWEEN EQUAL SASH AND
1:2 OR 1:2:1 SASH RATIOS FROM TABLE ABOVE.
REFER TO SHEET 1, SEE TABLE ON SHEET 9 FOR
ANCHOR TYPE DEPENDENT ON INSTALLATION
METHOD AND SUBSTRATE.
INSTALLATION NOTES:
. DP UPGRADE PRODUCTS WHEN ANCHORING
WITHIDKIAPCON FASTENERS THE IAMB
SHIM VUST BE USED BETWEEN THE FRAME
AND THE 1/4 INCH SHIM STACK. JAMB SHIM
NOT REQUIRED WHEN USING JAMB CLIPFOR
SILL FASTENING.
IWFMEN RT.
BAI9 ", MN '11,51) 26 -5150 FX: (6517Z&
DWG. BY: CHK, BY:
RV I HFN
SCALE: NTS
D— #: AWD243
SHEET:
4
TWO INSTALLATION ANCHORS (SEE
INSTALL NOTES 7-9, SHEET 1) AT
MEETING STILE END LOCATIONS
THROUGH HEAD, SPACED 2.5" ON EACH
CORNER DIST MAX,
O.C. SPACING SIDE OF MEETING STILE,
SEE SCHEDULE SEE SCHEDULE EXCLUDES UNITS 36' X 48"
i
MAX. D.C. SPACING
SEE SCHEDULE
f
CORNER DIST.
SEE SCHEDULE
TYPICAL ANCHOR LAYOUT
XOX GLIDER
1:1:1 SASH RATIO
TWO INSTALLATION ANCHORS (SEE
MAX. O.C. SPACING INSTALL NOTES 7-9, SHEET 1) AT
SEE SCHEDULE -T MEETING STILE END LOCATIONS
THROUGH HEAD, SPACED 25' ON EACH
CORNER DIST. SIDE OF MEETING STILE.
SEE SCHEDULE EXCLUDES UNITS 5; 36' X 48"
t//"e/7-"tr/7T
MAX. O.C. SPACING
SEESCHEDULE
CORNER DIST. j
SEE SCHEDULE
TYPICAL ANCHOR LAYOUT
XOX GLIDER
ALL METHODS OF INSTALLATION REQUIRE 1:2:1 SASH RATIO
A CONTINUOUS Y2" BEAD OF SILICONE
BELOW THE SILL
RENEWAL SERIES GLIDER ANCHOR SPACING
•
RENEWAL SERIES DIP UPGRADE GLIDER ANCHOR SPACING
FROM MAXCfC.MkXO.C.MAXO.C,
CONFIG, & SIZE
INSTALLATION
CORNERS
HEAD
SILL
JAMBS
METHOD
{IN)
(IN)
(IN)
(IN)
THROUGH FRAME &
16 vx
JA&SCUPINSTALL
5,5
9
9
9
(SILLONLY)
ti
- -t 9
THROUGH FRAME &
JAMB CUP INSTALL
55
9
9
9
;it
(SILLONLY)
THROUGHFRAW&
0.
JAMSCUP INSTALL
5,5
10.5
12,125
13.75
'4
g
(SILL ONLY)
:I g ro
THROUGH FRAME &
a
xqa;4 low
JAMB CUP INSTALL
5,5
l(L5
11125
19.25
{sltL ONLY)
w a
THROUGH FRAME &
'0 el x
't == �'
JAMB CLIP INSTALL
5.5
105
12,125
17.5
0
(SILLONLY)
AiWersen
MWA
INSTALLATION NOTES:
Im EbEfRTH AW NORTH
o FOR THROUGH FRAME BAYPORTZ
INSTALLATIONS1 ION PH: (6511264-5150 FX: (652)264-W5
CLIPS MUST BE USED AT THE SILL IN
LIEU OF FASTENERS THROUGH
FRAME, SPACED IN ACCORDANCE
WITH THE INSTALLATION CLIP
SPACING REQUIREMENTS LISTED IN 's
THE ABOVE TABLE. 0
z > �j
FOR CUSTOM SASH RATIOS, USE
z
WORST CASE ANCHOR SPACING 2i
�: 0
BETWEEN EQUAL SASH AND 1:2 OR 0 z
Z
1:2:1 SASH RATIOS FROM TABLE 90
ABOVE. z Z.
REFER TO SHEET 1, INSTALLATION t2 3:
NOTES 4-11 FOR ANCHOR TYPE
DEPENDENT ON INSTALLATION <
METHOD AND SUBSTRATE.
SA OF
INSTALLATION NOTES:
DP UPGRADE PRODUCTS WHEN
ANCHORING WITH TAPCON
FASTENERS THE JAM SHIM
MUST BE USED BETWEEN THE
PUMA ps 73M
OMM VROM m
FRAME AND THE 1/4 INCH SHIM
STACK, JAMB SHIM NOT
REQUIRED WHEN USING JAMB
FL #:
CLIP FOR SILL FASTENING.
FL19563
DATE: 11.07A8
DWG. BY:
CHK. BY:
RV
I HFN
SCALE: NTS
DWG.#: AWn?Aq
0
I
INTERIOR
WOOD TRIM
SEE GLAZING DETAIL 0
SHEET I
EJ HEAD/JAMB FRAME
INTERIOR
WOOD TRIM
j-5-ot0E=.
INTERIOR MAX. M
V SILL FRAME FRAME D
HEIGHT HE
ALTERNATE EJ FRAME
MAY BE USED AS EQUAL ALTERNATE FRAME TYPE
SEE GLAZING DETAIL
SHEET I
�A% NAIL FIN INSTALLATION
HEAD ADD SILL.
,Wersm.
---------- -- - ---------
M IMRT AVE NORTH
BAYP T, MN 559 IM6
SEE GLAZING DETAIL iz-
8 0
SHEET I
1
6
EE 0 7
Z;�
06�
ca
<3
DWG, BY: CHK, BY;
RV I HFN
I SCALE: NTS
i III
m
MAX.
D.L.O.
WIDTH
SEE GLAZING DETAIL
SEEGLAZING DETAIL INTERIOR SHEET I —SEE GAZING DETAIL
SHEET 1 ------
SHEET I
INTERIOR
EXTERIOR
MAX.
FRAME
WIDTH
HORIZONTAL SECTION HORIZONTAL SECTION
THROUGH FRAME AND THROUGH CLIP INSTALLATION AE/PASSIVE MEETING STILE
mm
MAX,
FRAME
WIDTH
HORIZONTAL SECTION HORIZONTAL SECT N HORIZONTAL SECTION
NAIL FIN INSTALLATION ACTWEISTATIONARY MEETING STILE NAIL FIN INSTALLATION
MAX.
D.L.O.
WIDTH
SEE GLAZING DETAIL
SHEET 1
IM FOYfRTH AVE NORTH
BAYPM'MN 55oo3-IM PH: (653}264.515U FX:(S 2)26 -5 95
z
2g
ca�F
—iR
z
0zz
z
<
S AX/OF
FL19563
m ri�.- �
I
m WE eol - wwj Edl
{°
w:THROUGH
FRAME (HEAD)
1.350"
1.175"
ACTIVE SASH MEETING STILE
REINFORCEMENT DETAIL
SUBSTRATE
BY OTHERS
MIN.
EMBEDMENT
PERIMETER SEALANT
BY OTHERS
EXTERIOR
0.462"
1.294"
PASSIVE/STATIONARY SASH MEETING
STILE REINFORCEMENT DETAIL
6:500"
1.500" O O Ok6251,
1.287" 1 2 �
INSTALLATION CLIP DETAIL
1/4" MAX.
SHIM SPACE
MIN. SUBSTRATE
EMBEDMENT /' BY OTHERS
- MIN.
EDGE DISTANCE
MIN.
EDGE
DISTANCE
MIN.
SPACING
EXTERIOR
PERIMETER SEALANT MIN
BY OTHERS EMBEDMENT
NOTE:
HEAD & SILL DETAIL SIMILAR.
HORIZONTAL SECTION
THROUGH CLIP (JAMB)
SASH REINFORCEMENT REQUIREMENTS
SIZE
REINFORCING
u
REQUIRES STEEL REINFORCEMENT IN ACTIVE
UNIT HEIGHT s 54"
AND PASSIVE OR STATIONARY SASH MEETING
_
STILES
UNIT HEIGHT t 54"
NOT REQUIRED
INSTALLATION CLIP ANCHOR REQUIREMENTS:
WOOD SUBSTRATE: USE TWO #8 PAN HEAD WOOD SCREWS PER CLIP, IN ROW
NUMBER ONE OF PREDRILLED HOLES SHOWN BELOW.
METAL SUBSTRATE: USE TWO #8 HWH SMS ANCHORS PER CUP, IN ROW
NUMBER ONE OF PREDRILLED HOLES SHOWN BELOW.
CONCRETE/MASONRY; USE TWO Jib" >TW TAPCON ANCHORS, WITH ONE
ANCHOR PLACED IN ROW NUMBER ONE AND ONE ANCHOR PLACED IN ROW
NUMBER TWO OF PREDRILLED HOLES SHOWN BELOW. ANCHORS MUST BE
PLACED DIAGONALLY ACROSS THE CLIP.
DO NOT INSTALL ANCHORS THROUGH ROW NUMBER THREE.
�%WA
IM "FOURTH AVE UMH
BAYPM — 150D `- 6
PH: (651} 28 -5156 Mf65ij 2S -5 5
i7� N Q 0 agm
Ro=
zz o z 3
O = Lto
O Z 3 3
w < 6
W c m
0
r- a
SA
1. ONE (1) INSTALLATION ANCHOR 1S REQUIRED AT EACH ANCHOR LOCATION, UNLESS OTHERWISE SHOWN.
2. THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS THE MINIMUM NUMBER OF ANCHORS TO BE USED FOR PRODUCT INSTALLATION OF
THE MAXIMUM SIZE LISTED.
3. NNSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN A TOLERANCE OF 31/4 INCH THE DEPICTED LOCATION & SPACING IN THE ANCHOR
LAYOUT DETAILS (I.E., WITHOUT CONSIDERATION OF TOLERANCES). TOLERANCES ARE NOT CUMULATIVE FROM ONE INSTALLATION ANCHOR
TO THE NEXT.
4. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM(S). MAXIMUM ALLOWABLE SHIM STACK TO BE 1/41NCH.
SHIM WHERE SPACE OF 1/16 INCH OR GREATER OCCURS. SHIM(S) SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.
S. FOR MASONRY OR CONCRETE OPENINGS, A 1X WOOD BUCK MAY BE USED (OPTIONAL) AS LONG AS THE MINIMUM EMBEDMENT AND EDGE
DISTANCE REQUIREMENTS ARE STILL MET WITHIN THE CORRESPONDING HOST SUBSTRATE. SEE GENERAL NOTE #3 ON SHEET 1 FOR MORE
INFORMATION.
6. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES, INCLUDING BUT NOT LIMITED TO STUCCO, FOAM, BRICK VENEER,
AND SIDING.
7. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL OR HAVE A CORROSION
RESISTANT COATING.
S. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK, DO NOT INSTALL INSTALLATION ANCHORS INTO MORTAR JOINTS, EDGE DISTANCE 15
MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE SHELL OF BLOCK.
9. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND
ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BY THE ANCHOR
MANUFACTURER.
ANCHOR SCHEDULE
METHOD
SUBSTRATE
ANCHOR SCHEDULE
MIN EMBEDMENT
MIN. EDGE
DISTANCE
WOOD: MIN. SG = 0.55
#10 WOOD SCREW
1.5"
0.75"
FLAT HEAD
THROUGH FRAME
METAL: 18 GAUGE
#10 TEN SCREW
3 THREADS MIN
Steel, MIN. Fy = 33KSI
FLAT HEAD
PENETRATION BEYOND
0.5"
METAL
CONCRETE:
3f18" rrW TAPCON
1.25"
2.5
THROUGH FRAME.
MIN, Pc=3000PS1
FLATHEAD
THROUGH CLIP
MASONRY: CMU per
3118" ITW TAPCON
ASTM C90 MIN, 2000
FLATHEAD
1"
2.25
PSI
WOOD: MIN. SG = 0,55
#8 WOOD SCREW
1.5"
0,75"
NAIL FIN R
FLAT HEAD
THROUGH CLIP
METAL:18 GAUGE
#8 TEK SCREW
3 THREADS MIN
Steel, MIN. Fy = 33KSI
FLAT HEAD
PENETRATION BEYOND
0.5"
METAL
jAndersen
,Huftw�,nooun�
IM FOURTH AVE NOTUH
BAYPfiftT, MN 55903iG96
Z m
y$
YJw �
w >
ZS
C1q;=
e>Z>Z
Z
zH
�S
Z'mm3
CD ozn
13
(?
b "
wo
,Z
3
z-
z
; m
�
�
m
o
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REMARKS
I BY DATE
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