HomeMy WebLinkAbout211 E 22 StIV -
BY: a
CITY OF SANFORD
BUILDING & FIRE PREVENTION
PERMIT APPLICATION
Application No: L Co-i`A3qa
Documented Construction Value: $ _3::_qq C30
Job Address:` S_evFC__-11_4 11 z Historic D'strict: Yes No
Parcel ID: Residential Commercial
Type of Work: New Addition Alteration Repair Demo Change of Use Move
Description of Work:
11:1 a7
Namej
Property Owner Information - /'
r
1 m Phone: (
t/ 6o,4/.
Streew/// Resident of property? : -
City, State Zips_ a
2
Contractor Information
Name ; ( t' Phone: D"l> —I 3
Street: Fax:
City, State Zip: \ State License No.: C G:c,
Name:
Street:
City, St, Zip:
Bonding Company:
Address:
Architect/Engineer Information
Phone:
Fax:
E-mail:
Mortgage Lender:
Address:
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR
PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE
RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN
FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF
COMMENCEMENT.
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has
commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction
in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools,
furnaces, boilers, heaters, tanks, and air conditioners, etc.
FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 5`h Edition (2014) Florida Building Code
Revised: June 30, 2015 Permit Application
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 permits required from other governmental entities such as water
management districts, state agencies, or federal agencies.
Acceptance of permit is verification that 1 will notify the owner of the property of the requirements of Florida Lien Law, FS 713.
The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required
in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal.
The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in
accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value,
credit will be applied to your permit fees when the permit is issued.
OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will
be done in compliance with all applicable laws regulating construction and zoning.
Agent
i jZ1lf% tl,Print Contractor/Agent's Name
vote
Thedis coral Acevedo
NOTARY PUBLIC
STATE OF FLORIDA
Caxnm# F-F90179ry9 (
Owner/Agent i Personably I wn3 o Me or
Produced ID Type of ID
Keu'i Leigh Ordor"
NOTARY PUBLIC
STATE OF FLORIDA
CCa,,n,,,m## FF226786g
Contractor/AgeP!s `"PeTs5d aljQy Known to Me or
Produced ID Type of ID
BELOW IS FOR OFFICE USE ONLY
Permits Required: Building ff Electrical Mechanical Plumbing Gas[] Roof
Construction Type:
Total Sq Ft of Bldg:
Occupancy Use:
Min. Occupancy Load:
New Construction: Electric - # of Amps
Fire Sprinkler Permit: Yes No # of Heads
JC)(Ac-
APPROVALS: ZONING: UTILITIES:
ENGINEERING: FIRE:
Flood Zone:
of Stories:
Plumbing - # of Fixtures
Fire Alarm Permit: Yes No
WASTE WATER:
BUILDING: 54='
Revised: June 30, 2015 Permit Application
Renewal Itemized Order Receipt
byAndersen.
dba: Renewal by Andersen of Central Florida Cheryl Sandman
j Legal Name: Universal Roofing Group inc. 211 E 22st / Po Box 806 Sanford FI 32772
sos CGC1523333 Sanford, FL 32771
w1soow RE LACEMENT 5606 Carder Rd. I Orlando, FL 32810 C: (714)466-0242
Phone: 4078034722 1 Fax: I jim@rbafla.com
101 Kitchen Tr (Y-- Window: Double -Hung, Equal, Fume, ..l.raditional Checkrail,
EXTERIOR White, INTERIOR White, Glass: Sash All: High
Performance, o Pattern, Hardware: White, Screen: TruScene
with Exterior Color Match, Full Screen, Grille Style: No
Grilles, Misc: Non 105
Living room TY'"Yr Window:
Gliding - Double, Gliding, 1:1, Active / Stationary, Base
Frame, EXTERIOR White, INTERIOR White, Glass: Sash All: Igh
P ce. o Pattern, Hardware: White, Screen: TruScene
with Exterior Color Match, Half Screen, Grille Style: T
K e —} No Grilles, Misc: Non 106
Livingroom L T`1"VV\ Window: Gliding - Double, Gliding, 1:1, Stationary / Active, Base
Frame, EXTERIOR White, INTERIOR White, Glass: Sash All: 73
X99 rg Per orrrrnc , o Pattern, Hardware: 'White, Screen: TruScene
with Exterior Color Match, Half Screen, Grille Style: No
Grilles, Misc: Non WINDOWS:
3 PATIO DOORS: 0 SPECIALTY: 0 MISC: 0 TOTAL $3,744 g
Renewal by Andersen is committed to our customers'safety by complying
with the rules and lead -safe work practices specified by the EPA. 04/
22/16 Page 4 / 11
Renewal Agreement Document and Payment Terms
b Andersen.
dba: Renewal by Andersen of Central Florida Cheryl Sandman
Legal Name: Universal Roofing Group inc. 211 E 22st / Po Box 806 Sanford FI 32772
CGC1523333 Sanford, FL 32771
WINDOW NE LACEMENT 5606 Carder Rd. I Orlando, FL 32810 C: (714)466-0242
Phone: 4078034722 1 Fax: I jim@rbafla.com
Customer(s) Name: Cheryl Sandman Contract Date: 04/22/16
Customer(s) Street Address: 211 E 22st / Po Box 806 Sanford Fl 32772, Sanford, FL 32771
Primary Telephone Number: Secondary Telephone Number: (714)466-0242
Primary Email: Secondary Email:
Buyer(s) hereby jointly and severally agrees to purchase the products and/or services of Universal Roofing Group inc. d/b/a Renewal by
Andersen of Central Florida("Contractor"), in accordance with the terms and conditions described in this Agreement Document and
Payment Terms, Notice of Cancellation, Itemized Order Receipt, Terms and Conditions of Sale, Sales Cost Savings Program (SCSP), Lead -
Safe Form, What to Expect, Release Agreement, 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: $3,744 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: $350
Balance Due: $3,394 Estimated Start: Estimated Completion:
Amount Financed: $3,394
08/01/2016 09/05/2016
Method of Payment: Credit Card We schedule installations based on the date of the signed contract and secondarily on
Financing the date 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
Notes: and time at a later date. Rain and extreme weather are the most common causes for
delay.
Buyer(s) agrees and understands that this Agreement constitutes the entire understandings between the parties and that there are no verbal
understanding 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 OWNER: Do not sign this contract if blank. You are entitled to a copy of the contract at the time you sign.
YOU, THE BUYER, MAY CANCEL THIS TRANSACTION AT ANY TIME NOT LATER THAN MIDNIGHT
OF 04/27/2016 OR THE THIRD BUSINESS DAY AFTER THE DATE OF THIS TRANSACTION,
WHICHEVER DATE IS LATER, SEE THE ATTACHED NOTICE OF CANCELLATION FORM FOR AN
EXPLANATION OF THIS RIGHT.
Legal Name: Universal Roofing Group inc. Customer(s)
dba: RenewOy ersen of CC tral Florida
V
Signature of Sales Person Signature
Tim Stewart Cheryl Sandman
Print Name of Sales Person Print Name
Signature
Print Name
04/22/16 Page 2 / 11
11 :lip 1I
N
1l I1 ii i II
THIS, INSTR KE
Name: ":-ROMtl (I
Address: ir
ZUXy
7
llL' l C ?I
NOTICEICE OF COMMENCEMENT `+
Permit Number:
Parcel ID Number: 71,
C { f
The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the
following information is provided in this Notice of Commencement.
1. DESCRI TI QF P ERTY: .eg es r `on •f the Rroperty andistr. et addr ss iJ blei, . I 1
4. v A 1
2. GENERAL DESCRIPTION OF IMP Of E
I LkJ/
3. OWNER INFORMATIO LESSEE IN ORM TIIO^N IF LESSEE CONTRACTED FOR THE IMPROVEMENT:
Name and address
11E
n
Interest in property:
Fee Simple Title Holder (if other than owner listed above) Name:
Address: pi
4. CONTRACTOR:fName: ' one Number
Address: ! \
V /
5. SURETY (ff applt 'a le, a copy of the pa bond is attached): Name:
Address: Amount of Bond:
6. LENDER: Name: Phone Number:
Address: —
7. Persons within the State of Florida Designated by Owner upon whom notice or other documents may be served as provided by Section
713.13(1)(a)7., Florida Statutes.
Name: _ Phone Number:
Address:
8. In addition, Owner designates _ of _
to receive a copy of the Lienor's Notice as: provided in Section 713.13(1)(b), Florida Statutes. Phone number:
9. Expiration Date of Notice of Commencement (The expiration is 1 year from date of recording unless a different date is specified) __
WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE
CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR
PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE
JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY
BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT.
1
Sig ature of Owner or Lessee, orlOwners or Lessee's
Authorized Officer/Director/Partner/Manager)
l
Print Name and Provide signatory's Title/Office)
R
State of_County of _y' ct
The foregoing instr men , 'as ackno edgd` before meFthis day ofg —
r
by Jl ?
f ' '
r, . % ! .. Who is personally known to me El OR
h;ani, +pe,s n r. kirg sraiFm nt +r.%
s a . .: •-. ;1
who has produced identifiration
n'
L:\z`• i'v (.+ii.wo !r._i,._.+l ft '
AUG 16 2016
dent ficatio.? pncl::rs::: C'
RiIFfEDCOPY— MARYANNE RIIOAFS CLERK 0"
T CIRCUIT COURTAND ri'. > t 5E I
tf`v. •....... Y DEPUTY
CLERK
POWER OF ATTORNEY
I hereby name and appoint Joan Mellick
Of Universal Roofing Group, Inc. to be my lawful attorney in fact
To act for me and apply to the
Building Department for a Building permit for work to
Be performed at a location described as:
Section: 36 Township: 0 Range: 3b Lot:, Block:Oo5<n6 -- -f6, D
Subdivision:
I'r1 '5, a a d S+,
Address of job)
peVL4
Owner of property and address)
And to sign my name and do all things necessary to this appointment.
Mellick
Contractor)
The foregoing instrument was acknowledged before me this akz iQ
By Jared Mellick
Who is personally know to me and who did not take an oath.
State of Florida
County of Orange
Notary)
My Commission expires:
Commission#:
Thalia Coral Acevedo
Q, NOTARY PUBLIC
a 7+STATE OF FLORIDA
y ? Comm# FF901799
s97* 1'* Expires 7/21/2019
RECORD COPY
REVIEWED POR CODE COMPLIANCE
PLANS EXAMINER
DATE
SANFORD BUILDING DIVISION
APERMIT ISSUED SHALL BECONSTRUED TOBEA LICENSE T0PROCEED
WITH THE WORK AND NOT AG L)THORVfT0VIOLATE, CANCEL,
ALTER 0RSET 3[DEA0YTF-THEPROV}S|
ONS-OFTMETEC-HN|c-AL- 00DEG.N0RSHALL |SGUANCEOFAPERMITPREVENT
THE BUILDING OFFICIAL FROM THEREAFTER REQUIRING
ACORRECT|0NOFERRORS |NPLAN8. CONSTRUCTION ORV|
OL&T|0NS0FTH\GCODE 6fl
6_239 2
5/31/2016 Florida Building Code Online
FL #
Application Type
Code Version
Application Status
Comments
Archived
Product Manufacturer
Address/Phone/Email
Authorized Signature
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category
Subcategory
Compliance Method
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
FL19563-RO
New
2014
Approved
Andersen Corporation
100 Fourth Avenue North
Bayport, MN 55003
651) 264-5308
alan.barstad@AndersenCorp,com
Alan Barstad
a la n, ba rstad @Ande rsenCorp, co m
Windows
Horizontal Slider
w\LDIA
U
16"2392
Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
Evaluation Report - Hardcopy Received
Hermes F. Norero, P,E.
PE-73778
Window and Door Manufacturers Association
12/31/2019
Locke Bowden
v Validation Checklist - Hardcopy Received
FL19563 RO COI COI Andersen SS 2015-08-31 odf
Standard
AAMA/WDMA/CSA 101/I.S.2/A440
AAMA/WDMA/CSA 101/I.S.2/A440
Year
2008
2011
file:IIIC:lUserslthali aiD ocum ents/Product%20Approval s/Renewal%20by%20Anderson%20Slider%20Product%20Approval.htm I 112
I
INSTALLATION NOTES:
1. INSTALLATION CLIPS: ONE III INSTALLATION ANCHOR CLIP IS REQUIRED AT EACH ANCHOR
LOCATION SHOWN, EACH CLIP IS TO USE TWO (2) INSTALLATION ANCHORS.
2. THROUGH FRAME AND NAIL FIN: ONE (1) INSTALLATION ANCHOR 15 REQUIRED AT EACH ANCHOR
LOCATION SHOWN, UNLESS OTHERWISE NOTED,
3. INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN A TOLERANCE OF±112 INCH OF THE
DEPICTED LOCATION IN THE ANCHOR LAYOUT DETAIL (1. E., WITHOUT CONSIDERATION OF
TOLERANCES). TOLERANCES ARE NOT CUMULATIVE FROM ONE INSTALLATION ANCHOR TO THE
NEXT.
4. INSTALLATION CLIP: FOR INSTALLATION THROUGH 1X BUCK TO CONCRETE/MASONRY, OR
DIRECTLY INTO CONCRETE/MASONRY, USE TWO (2) 3116 INCH HWH ITW TAPCON PER
INSTALLATION CLIP OF SUFFICIENT LENGTH TO ACHIEVE 1 314 INCH MINIMUM EMBEDMENT AND
SHALL MAINTAIN MINIMUM 2" EDGE DISTANCE.
S. INSTALLATION CLIP: FOR INSTALLATION INTO 2X BUCK USE TWO (2) #8 PAN HEAD WOOD SCREWS
PER INSTALLATION CLIP OF SUFFICIENT LENGTH TO ACHIEVE 1 1121NCH MINIMUM EMBEDMENT
INTO WOOD SUBSTRATE AND SHALL MAINTAIN MINIMUM 3/4" EDGE DISTANCE.
S. INSTALLATION CLIP: FOR INSTALLATION THROUGH METAL STUD USE TWO (2) #8 HWH GRADE 5
SELF -DRILLING OR SELF -TAPPING SCREWS PER INSTALLATION CLIP OF SUFFICIENT LENGTH TO
ACHIEVE 3 THREADS MINIMUM PENETRATION BEYOND METAL FRAME SUBSTRATE AND SHALL
MAINTAIN MINIMUM 3/4" EDGE DISTANCE.
7. THROUGH FRAME: FOR INSTALLATION INTO 2X BUCK USE #10 WOOD SCREWS OF SUFFICIENT
LENGTH TO ACHIEVE 1112 INCH MINIMUM EMBEDMENT INTO WOOD SUBSTRATE AND SHALL
MAINTAIN MINIMUM 3/4" EDGE DISTANCE.
8, THROUGH FRAME: FOR INSTALLATION INTO METAL SUBSTRATES USE #10 GRADE 5 SELF -DRILLING
OR SELF -TAPPING SCREWS OF SUFFICIENT LENGTH TO ACHIEVE 3THREADS MINIMUM
PENETRATION BEYOND METAL FRAME SUBSTRATE AND SHALL MAINTAIN MINIMUM 3/4" EDGE
DISTANCE.
9. THROUGH FRAME: FOR INSTALLATION THROUGH 1X BUCK TO CONCRETE/MASONRY, OR DIRECTLY
INTO CONCRETE/MASONRY, USE ONE (1) 3116 INCH ITW TAPCON OF SUFFICIENT LENGTH TO
ACHIEVE 11/4 INCH MINIMUM EMBEDMENT AND SHALL MAINTAIN MINIMUM 2" EDGE DISTANCE.
10.NAIL FIN: FOR INSTALLATION INTO 2X BUCK USE #8 PAN HEAD WOOD SCREWS OF SUFFICIENT
LENGTH TO ACHIEVE 1 112 INCH MINIMUM EMBEDMENT INTO WOOD SUBSTRATE AND SHALL
MAINTAIN MINIMUM 3/4" EDGE DISTANCE.
11.NAIL FIN: FOR INSTALLATION INTO METAL SUBSTRATES USE #8 HWH GRADE 5 SELF -DRILLING OR
SELF -TAPPING SCREWS OF SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM PENETRATION
BEYOND METAL FRAME SUBSTRATE AND SHALL MAINTAIN MINIMUM 3/4" EDGE DISTANCE.
12.MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES, INCLUDING BUT NOT
LIMITED TO STUCCO, FOAM, BRICK VENEER, AND SIDING.
13.INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION
RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT COATING.
14.FOR HOLLOW BLOCK AND GROUT FILLED BLOCK, DO NOT INSTALL INSTALLATION ANCHORS INTO
MORTAR JOINTS. EDGE D15TANCE IS MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR
JOINT INTO FACE SHELL OF BLOCK.
15.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.
16.INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE
MATERIALS WITH THE FOLLOWING PROPERTIES:
A. WOOD - MINIMUM SPECIFIC GRAVITY OF 0.55.
B. CONCRETE -MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI.
C. MASONRY- STRENGTH CONFORMANCE TO ASTM C-90
D. STEEL- MINIMUM YIELD STRENGTH OF 33 KSL MINIMUM WALL THICKNESS OF 48 MILS(18
GAUGE).
E. ALUMINUM -MINIMUM WALL THICKNESS OF %", 6063-TS ALLOY OR BETTER.
RENEWAL SERIES GLIDER WINDOW
NON -IMPACT
GENERAL NOTES:
1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND
MANUFACTURED TO COMPLY WITH THE 5TH EDITION (2014)
FLORIDA BUILDING CODE, EXCLUDING HVHZ. THE PRODUCT
HAS BEEN EVALUATED TO THE FOLLOWING:
AAMA/WDMA/CSA 101/I.S.2/A440-08/11
2. ADEQUACY OF THE EXISTING STRUCTURAL
CONCRETE MASOFRAMING AS A NRY, 2X AND METAL STUD MAIN
WIND FORCE RESISTING SYSTEM CAPABLE WITHSTANDING
AND TRANSFERRING APPLIED MI
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,
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. 5.
APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED TO PROTECT
THIS PRODUCT IN AREAS REQUIRING IMPACT RESISTANCE.
6.
WINDOW FRAME MATERIAL: FIBREX® AND PVC. 7,
SEE SHEET 9 FOR GLAZING DETAILS. 8.
DESIGNATIONS "X"AND "0" STAND FOR THE FOLLOWING: X.
OPERABLE PANEL O:
FIXED PANEL TABLE
OF CONTENTS SHEET
REVISION SHEET DESCRIPTION I
GENERAL h INSTALLATION NOTES 2
ELEVATIONS 3
ELEVATIONS (2) 4
NO AND XX ANCHOR LAYOUTS 5
XOX ANCHOR LAYOUTS 6
THROUGH FRAME INSTALLATION DETAILS 7
NAIL FIN INSTALLATION DETAILS 8
CLIP INSTALLATION DETAILS 9
INTERMEDIATE
MEMBERS, REINFORCEMENT REQUIREMENTS
AND GLAZING DETAIL DESIGN
PRESSURE RATING SIZE
CONFIGURATION DESIGN PRESSURE SASH WIDTH RATIO 72"
X 60" XO 40.0 / -40.0 PSF 1:1 96"
X 54" XO 40.0 / -40.0 PSF 1:1 96"
X 72" XO 40.0 / -40.0 P5F 1:1 108"
X 54" XO 25.0 / -25.0 PSF 1:2 108"
X 72" XO 20.0 / -20.0 PSF 1:2 56"
X 80" XO 40.0 / -40.0 PSF 1:2 74"
X 54" XO 40.0 / -40.0 PSF 1:2 74"
X 72" XO 35.0 / -35.0 P5F 1:2 48'
X 48" XX 40.0 / -40.0 PSF 1:1 72"
X 80" XX 30.0 / -30.0 PSF 1:1 96"
X 54" XX 35.0 / -35.0 PSF 1:1 96"
X 60" XX 35.0 / -35.0 P5F 1:1 96"
X 72" XX 20.0 / -20.0 PSF I:1 144"
X 54" XOX 30.0 / -30.0 PSF 1:1:1 144"
X 72" XOX 25.0 J -25.0 PSF IAA 84"
X 60" XOX 40.0 ! -40.0 PSF 1:1:1 84"
X 80" XOX 35,0 / -35D PSF 111:1 144"
X 54" XOX 30.0 / -30.0 PSF 1:2:1 144"
X 72" XOX 25.0 / -25.0 PSF 1:2:1 84"
X 60" XOX 40.0 / -40.0 P5F 1:2:1 84"
X 80" XOX 35.0 / -35.0 PSF 1:2:1 wl.
eews-Doane 100
FOURTH AVE NORTH BAYPORT,
MN 55003-1096 PH: (
651) 264-5150 FX: (651) 264-5185 N
m MM10
p Z # v 10ZO'
H
m ~ ~ Q Z6A3aso0Zu
wa Q 3toWdm w 3 a Lu
ix J m W
r1
H-
Qv/
Z
O
N
r H
W
V) V) CL
W
LL
y-. ,
F- I
N I N V
I V) Z I Digitally
signed by Hermes F Norero, P,E, A YV DO 7 i Reason:
I am approving this document SHEET: Date:
2015.12.18 19:58:55 -05'00' 1 OF 9
UNIT M
MAX. D.
HEIGHT HE:
72" !
L
A
HE
UNIT MAX.
WIDTH 96"
1:1 SASH RATIO
WIDTH 96"
MAX. D.L.O. MAX. D.L.O.
4315/16" — 4315/16.1 --
A A A
6 7 8
C A
8 9
VIT MAX.
SAX. D.L.O.
IGHT HEIGHT X"
r2" 65"
1:1 SASH RATIO
ry
r
L
A
HE
WIDTH 108"
MAX. D.L.O. MAX. D.L.O.
33 5/16" 66 3/8"
A A A
6 7 8
C
e B
9
VIT MAX.
SAX. D.L.O.
IGHT HEIGHT
65"
U
A
HE
vv
B B NOTE:
6 7 8 ALTERNATE MEETING STILE
LOCATIONS MAY BE USED SUCH THAT
ELEVATION MAX. DLO DIMENSIONS SHOWN
108" X 72" XO UNIT HEREIN ARE NOT EXCEEDED. UNEQUAL
1:2 SASH RATIO
SASH RATIO NOT AVAILABLE FOR
ACTIVE/ACTIVE(XX) UNITS.
UNIT MAX.
WIDTH 72"
MAX. D.L.O. MAX. D.L.O. _
3115/16" r 3115/16"
6
ELEVATION
72" X 80" XX UNIT
1:1 SASH RATIO
wlxoowe•oo RRs
tW FOURTH AVE NORTH
BAYGORT. MN'55 34M
PH: (651)264-5M FX.(651j 264-54B5
m A
N Z a O0
a
O O u x
vu > m<
Q w m Z N mHZG mNa
J w m W 0 n
m
a ix m x
2
O
i uZ
U -
DWG #:
AWD095
SHEET: 2 OF 9
UNIT MAX.
MAX. D.L.O.
HEIGHT HEIGHT
80' 73"
UNIT MAX.
WIDTH 84"
MAX. MAX. MAX.
D.L.O. D.L.O. — D.L.O. —
24 511" 5/8" 24 5/8"
84
ELEVATION
84" X 80" XOX UNIT
1:1:1 SASH RATIO
UNIT MAX.
WIDTH 84"
MAX. MAX. MAX.
D.L.O. D.L.O. D.L.O.
18 7/16" 36 7/8" 11 18 7/16"
UNIT MAX.
WIDTH 144"
MAX. D.L.O. MAX. D.L.O. MAX. D.L.O.
44 5/8" 44 5/8" - 44 5/8"
A A A
b 7 8
JX. UNIT MW"""X.
MAX. DHEIGHTHE72"
g 9 9 8
UNIT MAX.
MAX. D.L.O. UNIT H
HEIGHT HEIGHT MAX. D
80" 73"
HEIGHT HE
72"
L
I
B B B
6 7 8
ELEVATION
84" X 80" XOX UNIT
1:2:1 SASH RATIO
b 7 8 NOTE:
RTE MEETINGoATIONSELEVATIONMAYBE USEDLE
144" X 72" XOX UNIT SUCH THAT MAX. DLO
1:1:1 SASH RATIO
DIMENSIONS SHOWN
HEREIN ARE NOT EXCEEDED.
UNIT MAX.
WIDTH 144"
ELEVATION
144" X 72" XOX UNIT
1:2:1 SASH RATIO
W IR OOWa•000 Ra
100 FOURTH AVE NORTH
BAYPORT, MN 55003-1096
PN:(651) 26.5150 W (651) 26e-5485
a0M
w
M f
V # v a
Z68J1M
V1 1N N m m
0
L x
cax
w m zHm
3 u
w ow ozaNazLllWa rnmlLLu
r1
WF
m
day.., • F
H ^'>ca
hz
mwF- n
v:* Nz A0
DWG #:
AW0095
SHEET:
3 OF 9
MAX. O.C. SPACING
SEE SCHEDULE
CORNER DIST.
SEE SCHEDULE
MAX. O.C. SPACING
SEE SCHEDULE
TWO INSTALLATION ANCHORS (SEE
INSTALL NOTES 7-9, SHEET 1) AT
MEETING STILE END LOCATIONS
THROUGH HEAD, SPACED 2.5" ON
EACH SIDE OF MEETING STILE
CORNER DIST.
SEE SCHEDULE TYPICAL ANCHOR LAYOUT
XO OR OX GLIDER
1:1 SASH RATIO
TWO INSTALLATION ANCHORS (SEE
MAX. O.C. SPACING INSTALL NOTES 7-9, SHEET 1) AT
SEE SCHEDULE MEETING 571LE END LOCATIONS
THROUGH HEAD, SPACED 2.5" ON
CORNER DIST. EACH SIDE OF MEETING STILE
SEE SCHEDULE
i
MAX. O.C. SPACING
SEE SCHEDULE
T
CORNER DIST.
SEE SCHEDULE
TYPICAL ANCHOR LAYOUT
XO GLIDER
ALL METHODS OF INSTALLATION 1:2 SASH RATIO
REQUIRE A CONTINUOUS 2 BEAD OF
SILICONE BELOW THE SILL
RENEWAL SERIES GLIDER ANCHOR SPACING
FROM MAX O.C. MAX O.C. MAX O.C.
INSTALLATION
CONFIG. CORNERS HEAD SILL JAMBS
METHOD
IN) IN) IN) IN)
O NAILFIN 3.5 3.5 3.5 3.5
F
s c INSTALLATION
5.5 15.25 15.25 16
CLIP
X THROUGH SEE
5.5 10,125 15.25
NOTES
O NAIL FIN 3.5 3.5 3.5 3.5
H
c INSTALLATION
165.5 15 15
00. CLI P
X ry THROUGH SEE
5.5 11.25 17.25
FRAME NOTES
z F NAIL FIN 3.5 3.5 3.5 3.5
O
y INSTALLATION
5.5 14.5 14.5 16
x N CLIP
O .. x 'i THROUGH SEE
FRAME
5.5 10.375
NOTES
21.5
w 0 NAIL FIN 3.5 3.5 3.5 3.5
G
INSTALLATION
5.5 12.125 12.125 16
x CLIP
X Ai THROUGH SEE
FRAME
5.5 10.5
NOTES
22
INSTALLATION NOTES:
FOR THROUGH FRAME INSTALLATIONS, PRODUCT COMES WITH
PRE -DRILLED INSTALLATION ANCHOR HOLES, USE ALL
PRE -DRILLED HOLES WHEN INSTALLING. IF AFTER PLACING
ANCHORS THROUGH ALL PRE -DRILLED HOLES THE MAXIMUM
SPACING REQUIREMENTS IN THE ABOVE TABLE ARE NOT MET,
ADD ADDITIONAL ANCHORS INSTALLED THROUGH THE FRAME
TO MEET SPACING REQUIREMENTS.
FOR THROUGH FRAME INSTALLATIONS, INSTALLATION CLIPS
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, INSTALLATION NOTES 4-11 FOR ANCHOR
TYPE DEPENDENT ON INSTALLATION METHOD AND SUBSTRATE.
W INOOWf•000 Rf
100 FOURTH AVE NORTH
8 YPORT, MN 55 34M
PH: (651)264.5M M (651) 264-5485
m M
1 M n
o p ZugH4TO
J 1 M
w o p 2 X
w Z d w V
1n < m<
a x m ZLu
Qm
LL Z p p Q N
Z Q o Q
a d muio
m
W
of
p
LL
y'
i
di m m n W
I m Z YLn
H
p
V N = Z p
V DWG #:
AW0095
SHEET:
4 OF 9
CORNER DIST.
SEE SCHEDULE
MAX. O.C. SPACING
SEE SCHEDULE
I
TWO INSTALLATION ANCHORS (SEE
INSTALL NOTES 7-9, SHEET 1) AT
MEETING STILE ENO LOCATIONS
THROUGH HEAD, SPACED 2.5' ON
MAX. O.C. SPACING EACH SIDE OF MEETING STILE
SEE SCHEDULE
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 MEETING STILE END LOCATIONS
THROUGH HEAD, SPACED 2.5' ON
CORNER DIST, EACH SIDE OF MEETING STILE
SEE SCHEDULE ~ I7 i
MAX.
O.C. SPACING SEE
SCHEDULE 1 -
CORNER
DIST. SEE
SCHEDULE ALL
METHODS OF INSTALLATION REQUIRE
A CONTINUOUS 1z" BEAD OF SILICONE
BELOW THE SILL TYPICAL
ANCHOR LAYOUT XOX
GLIDER 1:
2:1 SASH RATIO RENEWAL
SERIES GLIDER ANCHOR SPACING FROM
MAX O.C. MAX O.C. MAX O.C. INSTALLATION
CONFIG.
CORNERS HEAD SILL JAMBS METHOD
IN)
IN) IN) IN) O
NAILFIN 3.5 3.5 3.5 3.5 ee
o INSTALLATION 5.
5 15.25 15.25 16 GCLIP
x
THROUGH SEE 5.
5 10.125 15.25 FRAME
NOTES O
NAILFIN 3.5 3.5 3.5 3.5 K
0 =
INSTALLATION 05.5 15 15 16 CUP
X
N THROUGH SEE 5.
5 11.25 17.25 FRAME
NOTES NAIL
FIN 3.5 3.5 3.5 3.5 W
0N
INSTALLATION 5.
5 14.5 14.5 16 k
va CLIP x .
4 THROUGH SEE e4
FRAME
5.
5 10.375 NOTES
21.
5 Cc
NAILFIN 3.5 3.5 3.5 3.5 Q
QCKINSTALLATION
5.
5 12.125 12.125 16 x
CLIP O .+
THROUGH
SEE FRAME
5.
1 10.5 I
NOTES 22
INSTALLATION
NOTES: FOR
THROUGH FRAME INSTALLATIONS, PRODUCT COMES WITH PRE -
DRILLED INSTALLATION ANCHOR HOLES, USE ALL PRE -
DRILLED HOLES WHEN INSTALLING. IF AFTER PLACING ANCHORS
THROUGH ALL PRE -DRILLED HOLES THE MAXIMUM SPACING
REQUIREMENTS IN THE ABOVE TABLE ARE NOT MET, ADD
ADDITIONAL ANCHORS INSTALLED THROUGH THE FRAME TO
MEET SPACING REQUIREMENTS. FOR
THROUGH FRAME INSTALLATIONS, INSTALLATION CLIPS 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, INSTALLATION NOTES 4-11 FOR ANCHOR TYPE
DEPENDENT ON INSTALLATION METHOD AND SUBSTRATE. r
w1•
oows•eooRs 100
FOURTH AVE NORTH BA
RT. MN 55003-1096 PH(
651)264-5150 FX: (651) 264-5485 w
M4 W
n U # v S Z
6 8 OT
N m M a H
5 pv zma
JZTWm Q
m M H< m X
p p 2 N o, Z
oX a < <^ J
K d mWp a^ Lu
m L $
J m p
LL
W ^.
co m Ul J N I- _
m Z y 1n < F p
N 3 2: N Z n
v AWN
SHEET:
5 OF
CONCRETE/MASONRY
BY OTHERS
CAULK BETWEEN
CONCRETE/ MASONRY & 2X
WOOD BUCK BY OTHERS
1/4" MIN, EDGE
DISTANCE
2X WOOD BUCK
BY OTHERS
1 1/2" MIN. EMBEDMENT
10 WOOD SCREW
INSTALLATION ANCHOR
1/4" MAX.
EXTERIOR FINISH SHIM SPACE
BY OTHERS
PERIMETER SEALANT TWO INSTALLATION ANCHORS (SEE
BY OTHERS INSTALL NOTES 7-9, SHEET 1) REQUIRED
O.A. WINDOW THROUGH FRAME AT HEAD ADJACENT TO
HEIGHT MEETING STILES, TYPICAL EDGE
DISTANCE AND EMBEDMENT REQUIRED
O.A. WINDOW
HEIGHT
EXTERIOR ` INTERIOR
SEE &LA -ZING DETAIL
A VERTICAL SECTION
6 HEAD .2X WOOD BUCK
THROUGH FRAME
EXTERIOR
PERIMETER SEALANT
BY OTHERS
ONE (1) #8 SCREW, PER CLIP,
FROM CLIP TO WINDOW FRAME
EXTERIOR FINISH
BY OTHERS
IX WOOD BUCK—,"'
OPTIONAL) BY OTHERS
CAULK BETWEENCONCRETE/MASONRY&IX
WOOD BUCK BY OTHERSCONCRETE/MASONRY BY OTHERS
j5E'
E GLAZING DETAIL
INTERIOR
CONTINUOUS y" BEAD OF
SILICONE ALONG ENTIRE SILL
0
1/4" MAX.
r SHIM SPACE
1 1/4" MIN.
EMBEDMENT
J.
2" MIN. EDGE
DISTANCE
VERTICAL SECTION
l 6 % SILL - 1X WOOD ON CONCRETE/MASONRY
INSTALLATION CLIP
INTERIOR
SEE GLAZING DETAIL
1/4" MAX.
SHIM SPACE
II
3 THREAD PENETRATION
BEYOND METAL FRAME
3/4" MIN. EDGE
DISTANCE
w woows•eoorts
Itlll FOURTH AVE NORTH
BAYPORT, MN 55 34M
PK(651)264-5M M(651)264-54B5
m
m
ow z 7k pvwQ ~ 8
W LL Z C s L
H S O Oof V
lr
o T z Q m
oZ<
Z Z QuwmuioJ
m
w
0
10 SELF -DRILLING SCREW
INSTALLATION ANCHOR Z
METAL SUBSTRATE BY OTHERS Q
SEE INSTALLATION NOTE #14, SHEET 1) H Z
EXTERIOR SHEATING BY OTHERS
EXTERIOR FINISH BY OTHERS
PERIMETER SEALANT BY W uV) w
OTHERS CY
O.A. WINDOW
f
WIDTH
TWO (2) 3/16" ITW TAPCON
INSTALLATION ANCHORS
SEE SHEET 8 FOR INSTALLATION
CLIP DETAILS AND ANCHORING
REQUIREMENTS.
HORIZONTAL SECTION
6 JAMB - METAL FRAME SUBSTRATE
THROUGH FRAME
WG #:
AW0095
iHEET: 6 OF 9
3 THEADS PENETRATION
BEYOND METAL FRAME
SHEATHING & METAL 3/4" MIN. EDGE
STUD BY OTHERS DISTANCE
8 H WH GRADE 5 SELF -DRILLING
CAULK BETWEEN INSTALLATION ANCHORS
FIN & METAL STRUCTURE
I/4" MAX.
EXTERIOR FINISH SHIM SPACE BY
OTHERS t
PERIMETER SEALANT TWO INSTALLATION ANCHORS (SEE BY
OTHERS INSTALL NOTES 7-9, SHEET 1) REQUIRED O.
A. WINDOW THROUGH FRAME AT HEAD ADJACENT TO HEIGHT
MEETING STILES, TYPICAL EDGE DI5TANCE
AND EMBEDMENT REQUIRED SEE
GLAZING DETAIL EXTERIOR
INTERIOR VERTICAL
SECTION INTERIOR 7
HEAD - METAL FRAME SUBSTRATE NAIL
FIN NAIL
FIN/FLANGE I5 REVERSIBLE, SEE
ORIENTATION DIFFERENCE IN
DETAIL A AND B GLAZING
DETAIL EXTERIOR
INTERIOR CONTINUOUS
Y2" BEAD OF O.
A. WINDOW SILICONE ALONG ENTIRE SILL HEIGHT
o 0 1/
4" MAX. PERIMETER
SEALANT SHIM SPACE BY
OTHERS 1
EXTERIOR
FINISH 3/4" MIN. EDGE BY
OTHERS DISTANCE CAULK
BETWEEN FIN &
2X WOOD
BUCK 8
PAN HEAD WOOD SCREW 2X
WOOD BUCK INSTALLATION ANCHOR BY
OTHERS CAULK
BETWEEN 11/2" MIN. CONCRETE/
MASONRY & 2X EMBEDMENT WOOD
BUCK BY OTHERS CONCRETE/
MASONRY BY
OTHERS B
VERTICAL SECTION 7
SILL - 2X WOOD BUCK NAIL
FIN SEE
GLAZING DETAIL
EXTERIOR
1
wlx
oows•eooss 100
FOURTH AVE NORTH BAYPORT.
MN 55003-1096 PK(
651)264-5150 FX: (651) Z64-5 M m
Mm
m Y w
Z # v $ 0N
V1
w w
Z2 0_ i R n
3/
4" MIN. EDGE vwi < m < LL
DISTANCE
e Z On Z N m 1/
4" MAX. 3 o o z SHIM
SPACE z o z WOODSTRUCTUREBYOTHERSii3w ., a m w a a 8
PAN HEAD WOOD SCREW F' w m INSTALLATION
ANCHOR aEy
m
a
Q
p
1 1/2" MIN. EMBEDMENT
T
mCAULK
BETWEEN Z FIN &
2X WOOD BUCK EXTERIOR
FINISH BY OTHERS O Z PERIMETER
SEALANT BY a+
OTHERS
H a O.
A. WINDOW > ix vWIDTH
w (n C)
HORIZONTAL SECTION 7
JAMB - WOOD BUCK NAIL
FIN otyj
1-
1riZ Y < a
3 ^ =i Uz 143uDWG #:
AWD095
SHEET:
7 OF 9
CAULK BETWEEN
CONCRETE/MASONRY A 2X
WOOD BUCK BY OTHERS
CONCRETE/MASONRY
BY OTHERS
2X WOOD BUCK
BY OTHERS
EXTERIOR FINISH
BY OTHERS
1 PERIMETER SEALANT IE
BY OTHERS
O.A. WINDOW
HEIGHT
I
EXTERIOR
ONE (1) #8 SCREW, PER CLIP,
FROM CLIP TO WINDOW FRAME
3/4" MIN. EDGE
DISTANCE
TWO (2) #8 WOOD SCREW
INSTALLATIONII ANCHORS PER CLIP
1 112" MIN.
EMBEDMENT
1
L/4" MAX.
SHIM SPACE
TWO INSTALLATION ANCHORS (SEE
INSTALL NOTES 7-9, SHEET 1) REQUIRED
THROUGH FRAME AT HEAD ADJACENT TO
INTERIOR MEETING STILE5, TYPICAL EDGE
DISTANCE- AND EMBEDMENT REQUIRED...
SEE GLAZING DETAIL
A) VERTICAL SECTION
8 HEAD -2XWOOD BUCK
INSTALLATION CLIP
EXTERIOR /
O.A. WINDOW
HEIGHT _R
PERIMETER SEALANT
BY OTHERS
ONE (1) #8 SCREW, PER CLIP,
FROM CLIP TO WINDOW FRAME
EXTERIOR FINISH
BY OTHERS
1X WOOD BUCK
OPTIONAL) BY OTHERS
CAULK BETWEEN
SEE GLAZING DETAIL
INTERIOR
CONTINUOUS y" BEAD OF
SILICONE ALONG ENTIRE SILL
1/4" MAX.
r SHIM SPACE
1 1 1/4" MIN.
T f EMBEDMENT
CONCRETE/MASONRY A 1X 2" MIN. EDGE i
WOOD BUCK BY OTHERS DISTANCE
CONCRETE/MASONRY BY OTHERS
VERTICAL SECTION
8 SILL - 1X WOOD ON CONCRETE/MASONRY
INSTALLATION CLIP
TWO (2) 3/16" ITW TAPCON
INSTALLATION ANCHORS
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 CLIP, IN
ROW NUMBER ONE OF PREDRILLED HOLES SHOWN BELOW.
CONCRETE/MASONRY: USE TWO 316' ITW 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.
iST
6.500"
1.500" 12 IP
0 O 0
0.625"
1.287' 1 2 3
INSTALLATION CLIP DETAIL
1 1/4" MIN.
EMBEDMENT 1/4" MAX.
SHIM SPACE
i
2" MIN. EDGE
DISTANCE
TWO (2) 3/16" ITW TAPCON INTERIOR
INSTALLATION ANCHORS
ONE (1) #8 SCREW, PER CLIP,
FROM CLIP TO WINDOW FRAME 5
SEE GLAZING DETAIL
CONCRETE/MASONRY —?-~ -
SEE
BY OTHERS
PERIMETER SEALANT
EXTERIOR
BY OTHERS
EXTERIOR FINISH
BY OTHERS
O.A. WINDOW
WIDTH
y
HORIZONTAL SECTION
8 JAMB - CONCRETE/MASONRY
INSTALLATION CLIP
wls oows•oeows
100 FOURTH AVE NORTH
BAYPORT, MN 55 3-t046
PH: (651) 264-5150 M (651) 264-5485
mMm
w v # v 4oaH > 8
vi m
o me
T Z<m
a j m3a oZ
Z N n Z a
a H d lec-o wo a3E
u
0
m v)
QN `
n
of HvZ
DWG #:
AWD095
SHEET: 8 OF A
SEE GLAZING
SEE GLAZING
INTERIOR
EXTERIOR
HORIZONTAL SECTION
9j ACTIVE/PASSIVE MEETING STILE
INTERIOR
EXTERIOR
g HORIZONTAL SECTION
C, ACTIVE/STATIONARY MEETING STILE
GLAZING DETAIL
EXTERIOR
3/4" O.A. IN5ULATED
GLASS
INTERIOR
SILICONE
BACK BEDDING
1/2" GLASS
BITE
NOTE:
GLASS TYPE AND THICKNESS SHALL
COMPLY WITH ASTM E1300-04
GLASS CHART REQUIREMENTS.
0.462"
GLAZING DETAIL
I
1.350"
I
1.175" 1.294"
ACTIVE SASH MEETING STILE PASSIVE/STATIONARY SASH MEETING
SASH REINFORCEMENT REQUIREMENTS
SIZE REINFORCING
UNITHEIGHT> 54"
REQUIRES STEEL REINFORCEMENT IN
ACTIVE AND PASSIVE OR STATIONARY
SASH MEETING STILES
UNIT HEIGHT < 54" NOT REQUIRED
wlwoows•eoo Rs
IW FOURTH AVE NORTH
BAYPORT. MN5 34M
PH:(651 264-5M FX:(651)264-5485
a
m
CC m
p W Z i ygnu. H Nm cn a
w d a:1
H. O v I`.'
Q
w^w uco
w m ZNm
ZwN N
Z U1 H Z
J Kr y m lL t7
W p w
m 2
d
IwoQ
63 m 10m
o 3t _ vZ
n v h
DWG #:
AWD095
SHEET: 9 OF 9
FL #
Application Type
Code Version
Application Status.
Comments
Archived
Product Manufacturer
Address/Phone/Email
Authorized Signature
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category
Subcategory
Compliance Method
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
FL19564-RO
New
2014
Approved
Andersen Corporation
100 Fourth Avenue North
Bayport, MN 55003
651) 264-5308
alan.barstad@AndersenCorp.com
Alan Barstad
alan.barstad@AndersenCorp.com
Windows
Double Hung
viLD//V0
SANFORD
Oq RTOf
r
1 6 - 2 3 9 2
Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
Evaluation Report - Hardcopy Received
Hermes F. Norero, P.E.
PE-73778
Window and Door Manufacturers Association
12/31/2019
Locke Bowden
a Validation Checklist - Hardcopy Received
FL19564 RO COI COI Andersen. SS 201 -08-31 odf
Standard
AAMA/WDMA/CSA 101/I.S.2/A440
AAMA/WDMA/CSA 101/I.S.2/A440
Year
2005
2008
file:///C:/Users/thaiia/Documents/Product%20Approvals/Renewal%20by%20Anderson%20Double%20Hung%20Product°/a20Approval.htm1 1/2
INSTALLATION NOTES:
RENEWAL SERIES DOUBLE HUNG WINDOWS
1. INSTALLATION CLIPS: ONE (1) INSTALLATION ANCHOR CLIP IS REQUIRED AT EACH ANCHOR
LOCATION SHOWN, EACH CLIP IS TO USE TWO (2) INSTALLATION ANCHORS.
2. THROUGH FRAME AND NAIL FIN: ONE (1) INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR
LOCATION SHOWN.
3. INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN A TOLERANCE OF 3112 INCH OF THE
DEPICTED LOCATION IN THE ANCHOR LAYOUT DETAIL (I. E., WITHOUT CONSIDERATION OF
TOLERANCES). TOLERANCES ARE NOT CUMULATIVE FROM ONE IMSTALLATION ANCHOR TO THE
NEXT.
4. INSTALLATION CLIP: FOR INSTALLATION THROUGH 1X BUCK TO CONCRETE/MASONRY, OR
DIRECTLY INTO CONCRETE/MASONRY, USE TWO (2) 3116 INCH HWH ITW TAPCON PER
INSTALLATION CLIP OF SUFFICIENT LENGTH TO ACHIEVE 1 114 INCH MINIMUM EMBEDMENT AND
SHALL MAINTAIN MINIMUM 2" EDGE DISTANCE.
S. INSTALLATION CLIP: FOR INSTALLATION INTO 2X BUCK USE TWO (2) 08 PAN HEAD WOOD SCREWS
PER INSTALLATION CLIP OF SUFFICIENT LENGTH TQACHIEVE 1112 INCH MINIMUM EMBEDMENT
INTO WOOD SUBSTRATE AND SHALL MAINTAIN MINIMUM 3/4" EDGE DISTANCE.
6. INSTALLATION CLIP: FOR INSTALLATION THROUGH METAL STUD USE TWO (2) #8 HWH GRADE 5
SELF -DRILLING OR SELF -TAPPING SCREWS PER INSTALLATION CLIP OF SUFFICIENT LENGTH TO
ACHIEVE 3 THREADS MINIMUM PENETRATION BEYOND METAL FRAME SUBSTRATE AND SHALL
MAINTAIN MINIMUM 3/4" EDGE DISTANCE.
7. THROUGH FRAME: FOR INSTALLATION INTO 2X BUCK USE #10 WOOD SCREWS OF SUFFICIENT
LENGTH TO ACHIEVE 1112 INCH MINIMUM EMBEDMENT INTO WOOD SUBSTRATE.
8. THROUGH FRAME: FOR INSTALLATION INTO METAL SUBSTRATES USE #10 HWH GRADE 5
SELF -DRILLING OR SELF -TAPPING SCREWS OF SUFFICIENT LENGTH TO ACHIEVE 3 THREADS
MINIMUM PENETRATION BEYOND METAL FRAME SUBSTRATE AND SHALL MAINTAIN MINIMUM
3/4" EDGE DISTANCE.
9. THROUGH FRAME: FOR INSTALLATION THROUGH 1X BUCKTO CONCRETE/MASONRY, OR DIRECTLY
INTO CONCRETE/MASONRY, USE ONE (1) 3116 INCH ITW TAPCON OF SUFFICIENT LENGTH TO
ACHIEVE 1 1/4 INCH MINIMUM EMBEDMENT AND SHALL MAINTAIN MINIMUM 2" EDGE DISTANCE.
10.NAIL FIN: FOR INSTALLATION INTO 2X BUCK USE #8 PAN HEAD WOOD SCREWS OF SUFFICIENT
LENGTH TO ACHIEVE 1 112 INCH MINIMUM EMBEDMENT INTO WOOD SUBSTRATE AND SHALL
MAINTAIN MINIMUM 3/4" EDGE DISTANCE.
11.NAIL FIN: FOR INSTALLATION INTO METAL SUBSTRATES USE #8 HWH GRADE 5SELF-DRILLING OR
SELF -TAPPING SCREWS OF SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM PENETRATION
BEYOND METAL FRAME SUBSTRATE AND SHALL MAINTAIN MINIMUM 3/4" EDGE DISTANCE.
12.MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL. FINISHES, INCLUDING BUT NOT
LIMITED TO STUCCO, FOAM, BRICK VENEER, AND SIDING.
13.INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION
RESISTANT MATERIAL 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 SHELL OF BLOCK.
IS.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.
16.INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE
MATERIALS WITH THE FOLLOWING PROPERTIES:
A. WOOD- MINIMUM SPECIFIC GRAVITY OF 0.55.
B. CONCRETE -MINIMUM COMPRESSIVE STRENGTH OF 3000PSI.
C. MASONRY- STRENGTH CONFORMANCE TO ASTM C-90
D. STEEL- MINIMUM YIELD STRENGTH OF 33 KSi. MINIMUM WALL THICKNESS OF 48 MILS(18
GAUGE).
E. ALUMINUM -MINIMUM WALL THICKNESS OF%", 6063-TS ALLOY OR BETTER.
FULL FRAME - NON -IMPACT
GENERAL NOTES:
1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND
MANUFACTURED TO COMPLY WITH THE STH EDITION (2014)
FLORIDA BUILDING CODE, EXCLUDING HVHZ. THE PRODUCT
HAS BEEN EVALUATED TO THE FOLLOWING:
AAMA/WDMA/CSA 101/I.S.2/A440-05/08
2. ADEQUACY OF THE EXISTING STRUCTURAL
CONCRETE/MASONRY, 2X AND METAL STUD 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. 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.
S. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED TO
PROTECT THIS PRODUCT IN AREAS REQUIRING IMPACT
RESISTANCE,
6. WINDOW FRAME MATERIAL: FIBREX® AND PVC.
7. SEE SHEET 3 FOR GLAZING DETAILS.
8. DESIGNATIONS "X" AND "0" STAND FOR THE FOLLOWING:
Xr OPERABLE PANEL
O: FIXEDPANEL
TABLE OF CONTENTS
SHEET DESCRIPTION
GENERAL 6 INSTALLATION NOTESZELEVATIONS6ANCHORLAYOUTS
THROUGH FRAME INSTALLATION DETAILS 6 GLAZING DETAIL
NAIL FIN INSTALLATION DETAILS 6 REINFORCEMENT REQ'5
CLIP INSTALLATION DETAILS
DESIGN PRE55VRE RATING
SIZE DESIGN PRESSURE
54" X 72" 20.0 / -20.0 PSF
45" X 77" 35.0 / -35.0 PSF
48" X 96" 20.0 / -20.0 PSF
Digitally signed by Hermes F Norero, P.E.
Reason: I am approving this document
Date: 2015.12.18 20:00:09-05'00'
w1UCows-000rts
PK (651) 264-5150 FX:(651) 264-5465
Z m
O V # v
Z Hob
j w O
Q Q m m
d LL
OaW= LL
ww a awc5
mwwjZmZ-tm a
N 1 H H -
CH
C q H Q
a
j W m IliLUzZ
ly
1
w m
a
pL .rF1 m x
I
To
Z
O
H z
V
HaH
v
w NLU
w m J N
a N _ ::E U ZQ^! SV)
bw& #:
1 of 5
FM
UNIT MAX.
WIDTH 54"
MAX. D.L.O.
48"
A A A
3 4 5
MAX.
C
D.L.O.
5 "
X..
31-1/4" D D D
UNIT
1
3 4 5
MAX. 1
HEIGHT
72'
MAX.
D.L.O.
31-1/4"
ELEVATION
54" x 72"
MAX. O.C. SPACING
SEE SCHEDULE
CORNER DIST. —
1 I— SEE SCHEDULE
i
MAX. O.L. SPACING
SEE SCHEDULE
CORNER DIST. ]
SEE SCHEDULE
TYPICAL ANCHOR LAYOUT .
UNIT MAX.
WIDTH 48"
MAX. D.L:O,
42"
A A A
3 4 5
MAX. c
D.L.O. 5 X,
43-1/4"
UNIT
D D D
MAX.
3 4 5
HEIGHT
96"
MAX.
D.L.O.
43-1/4"
ELEVATION
48" x 96"
NOTE: ORIEL, COTTAGE, AND CUSTOM
SASH SIZES ARE AVAILABLE UPON
REQUEST SUCH THAT THEY DO NOT
EXCEED MAX. SASH D.L.O. SIZES SHOWN
HEREIN.
RENEWAL SERIES DOUBLE HUNG - FULL FRAME
ANCHORSPACING
FROM MAX.O.C. MAX.O.C. MAX.O.C.
INSTALLATION CORNERS HEAD SILL JAMBS
METHOD
IN) IN) IN) IN)
NAILFIN 3.5 3.5 3.5 3.5
INSTALLATION
5 N/A N/A 16
CLIP
THROUGH
5 N/A N/A 13.5
FRAME
NOTES: 1) HEAD AND SILL ANCHORS ARE NOT REQUIRED FOR
INSTALLATION CLIP OR THROUGH FRAME
INSTALLATION METHODS
2) ANY TYPICAL SUBSTRATE SHOWN HEREIN MAY BE
USED AT THE HEAD, JAMBS, OR SILL. EDGE DISTANCE
AND EMBEDMENT SHALL BE AS SPECIFIED IN TYPICAL
DETAILS. SEE INSTALLATION NOTES 4-11 FOR ANCHOR
SPECIFICATIONS FOR EACH INSTALLATION METHOD.
wlaoow•000as
100 FOURTH AVE NORTH
BAYPORT, MN 5500340%
PH: (651) 264-5150 FX: (651) 264$485
l m
F m
qq
O V # a
m
z
Dw VIm M
Q Q V O
W lL z t7 < V
LL
w
a~c ' Ul m <
Lu D z w z
J
Z <
w doz
J ui co a
z J w
w
oc
Q
z Y n <1
Nz
0
DWG #:
AW0096
SHEET: 2 OF 5
CAULK BETWEEN
CONCRETE/ MASONRY & 2X
WOOD BUCK BY OTHERS CONCRETE/MASONRY
2X WOOD BUCK BY OTHERS
BY OTHERS
I/4" MAX.
EXTERIOR FINISH SPACE
BY OTHERSBY . ..... .. .....
PERIMETER SEALANT
BY OTHERS °
O.A. WINDOW
HEIGHT EXTERIOR INTERIOR
SEE GLAZING DETAIL
q VERTICAL SECTION
3 HEAD - 2X WOOD BUCK
THROUGH FRAME° •
SEE GLAZING DETAIL
EXTERIOR //"INTERIOR4J
VERTICAL SECTION
3 CHECK RAIL
SEE GLAZING DETAIL
j ` 1
EXTERIOR INTERIOR
O.A. WINDOW
HEIGHT
PERIMETER SEALANT 1/4" MAX.
BY OTHERISrSHIMSPACE
EXTERIOR FINISH
BY OTHERS
IX WOOD BUCK a f
OPTIONAL) BY OTHERS PRECAST SILL
CAULK BETWEEN OR CONCRETE BY OTHERS
CONCRETE/MASONRY & 1X
WOOD BUCK BY OTHERS g VERTICAL SECTION
3 SILL- 1X WOOD ON CONCRETE/MASONRY
THROUGH FRAME
11/11" O.A. INSULATED
GLA55
EXTERIOR INTERIOR
SILICONE
BACK BEDDING
ASS
BITE
GLAZING DETAIL
NOTE:
GLASS TYPE AND THICKNESS SHALL
COMPLY WITH ASTM E1300-04
GLASS CHART REQUIREMENTS.
JAMB ANCHOR REQUIREMENTS:
ONE ANCHOR 15 REQUIRED AT EACH JAMB ANCHOR
LOCATION SPECIFIED ON ANCHOR LAYOUT.
ONE ANCHOR I5 TO BE INSTALLED THROUGH EITHER OF
THE TWO TRACKS AT EACH ANCHOR LOCATION
SPECIFIED.
3 THREAD PENETRATION
BEYOND METAL FRAME
INTERIOR 1/4" MAX.
r
3/4" MIN. EDGE
SHIM SPACE
f
DISTANCE
SEE GLAZING DETAIL
wlxoowa•000xa
100 FOURTH AVE NORTH
RAYPORT. MN 55W3-10%
PH: (651) 264-5150 ft (651) 2645485
U
m
r:1 "' $
v#vp8
D w yj Jm m a
u2 x
cchl Jw 1y m W
W Z)<< Z G mNwLLy' Co H+<
J x e in'o Q N
Lu H Q Z
a
3 w Q m w L'
Ti
A
FQ
ONE (1) #10 GRADE 5 SELF -DRILLING `
INSTALLATION ANCHOR, SEE NOTES
ABOVE : 1y
METAL SUBSTRATE BY OTHERS
d
EXTERIOR (SEE INSTALLATION NOTE #14, SHEET 1)
SHEATINGBY OTHERS7zEXTERIORFINISHBY OTHERS
O.A. WINDOW PERIMETER SEALANT BY
WIDTH OTHERS
HORIZONTAL SECTION
3 IAMB -METAL FRAME SUBSTRATE
THROUGH FRAME
1unu 4•
LL 1[1 TF- 1[1 m m J V1
p N S f Z
Q V
DWG #:
A W DD96
SHEET: 3 OF 5
SHEATHING & METAL
3 THEADSPENETRATION
BEYOND METAL FRAME
STUD BY OTHERS 3/4" MIN. EDGE
CAULK BETWEEN
DISTANCE #8 HWH GRADE 5 SELF -DRILLING
FIN & METAL STRUCTURE INSTALLATION ANCHORS411 1/4" MAX.
EXTERIOR FINISH r SHIM SPACE
BY OTHERS y
PERIMETER SEALANT
1
BY OTHERS o
O.A. WINDOW
HEIGHT
SEE GLAZING DETAIL
EXTERIOR INTERIOR
q VERTICAL SECTION_
4 HEAD - METAL FRAME SUBSTRATE
NAIL FIN
NAIL FIN/FLANGE IS
REVERSIBLE, SEE
ORIENTATION DIFFERENCE
IN DETAIL A AND B
SEE GLAZING DETAIL
EXTERIOR 1 INTERIOR
p VERTICAL SECTION
4 CHECK RAIL
E:l 0 844"
L062"
TALL BOTTOM RAIL WOOD (LVL)
REINFORCEMENT DETAIL
0.223"
0.793"
RAIL AND STILE ALUMINUM
REINFORCEMENT DETAIL
SASH REINFORCEMENT REQUIREMENTS
LOCATION
REINFORCING
REQUIRED SIZE REINFORCING
UPPER SASH SASH HEIGHT, 37.8345" REQUIRES ALUMINUM REINFORCEMENT
STILES INSERTED INTO STILE
SASH WIDTH > 43.125"
UPPER SASH OR REQUIRES ALUMINUM REINFORCEMENT
RAILS SASH WIDTH z 36.125" AND INSERTED INTO RAIL
SASH HEIGHT> 37.8345"
LOWER SASH
SASH HEIGHT> 38.9645"
REQUIRES ALUMINUM REINFORCEMENT
STILES INSERTED INTO STILE
SASH WIDTH> 43.125"
LOWER SASH OR REQUIRES ALUMINUM REINFORCEMENT
RAILS SASH WIDTH >_ 36.125" AND INSERTED INTO RAIL
SASH HEIGHT, 38.9645"
SASH WIDTH, 43.125"
LOWER SASH OR REQUIRES WOOD (LVL) REINFORCEMENT
TALL BOTTOM RAIL SASH WIDTH? 36.125" AND INSERTED INTO RAIL
SASH HEIGHT, 38.9645"
3/4" MIN. EDGE
SEE GLAZING DETAIL 1/4" MAX.
DISTANCE
EXTERIOR INTERIOR
INTERIOR SHIM SPACE WOOD STRUCTURE BY OTHERS1 #8 PAN HEAD WOOD SCREW
INSTALLATION ANCHOR
O.A. WINDOW 1/4" MAX.
a
HEIGHT - SHIM SPACE x i
PERIMETER SEALANT 1 1/2" MIN.
BY OTHERS 3/4" MIN. EDGE o EMBEDMENT
DISTANCE SEE GLAZING
DETAIL
EXTERIOR FINISH
BY OTHERS CAULK BETWEEN
CAULK BETWEEN FIN EXTERIOR FIN A 2X WOOD BUCK
2X WOOD BUCK EXTERIOR FINISH BY OTHERS
2X WOOD BUCK BY OTHERS
Y #
8 PAN HEAD WOOD SCREW O.A. WINDOW PERIMETER SEALANT BY
CAULK BETWEEN INSTALLATION ANCHOR WIDTH OTHERS
CONCRETE/MASONRY & 2X 1 1/2" MIN.
WOOD BUCK BY OTHERS EMBEDMENT
CONCRETE/MASONRY C HORI20NTAL SECTION
BY OTHERS VERTICAL SECTION LI JAMB -WOOD BUCK
4 SILL - 2X WOOD BUCK
NAIL FIN
NAIL FIN
wlnoows•000 xs
l00 fouk'H AVE NORTH
BAYPOPI, MN 55003-10%
PH: (651) 264-5150 FX: (651) 26.5485
ui
m
ZLu
n m
S d V # S
Za
m r z H 8
t Jm 0
jtij mi d a
v)
ar8
l Q= Lu LuDzn zm<
u)t=L
m Hl'+m e L] r7 Z <
G z LuLY
H Q Z a w w ¢ < a
m
o
a ww[/pm
w N 0
mod, •'••. a
pRO`
S m
k NZ
SHEET: 4 OF
5
CAULK BETWEEN
CONCRETE/MASONRY .,'_
CONCRETE/MA50NRYd2X
BY OTHERS
WOOD BUCK BY OTHERS
2X WOOD BUCK BY OTHERS
EXTERIOR FINISH
BY OTHERS
PERIMETER SEALANT 1/4" MAX.
BY OTHERS ° SHIM SPACE
O.A. WINDOW
HEIGHT
1/
EXTERIOR \ INTERIOR
SEE GLAZING DETAIL
A VERTICAL SECTION
5 HEAD - 2X WOOD BUCK
INSTALLATION CLIP
SEE GLAZING DETAIL
EXTERIOR 1 INTERIOR
p VERTICAL SECTION
S CHECK RAIL
EXTERIOR
O.A. WINDOW
HEIGHT
PERIMETER SEALANT
BY OTHERS
EXTERIOR FINISH BY OTHERS
1X WOOD BUCK
OPTIONAL)BY OTHERS
CAULK BETWEEN
CONCRETE/MASONRY 6 1X
WOOD BUCK BY OTHERS
rnA1ropTr-/A,3d°nKlDV AV OTWF:DG—f
SEE GLAZING DETAIL
INTERIOR
g VERTICAL SECTION
5 SILL- 1X WOOD ON CONCRETE/MASONRY
INSTALLATION CLIP
1/4" MAX.
SHIM SPACE
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 5M5 ANCHORS PER CLIP, IN
ROW NUMBER ONE OF PREDRILLED HOLES SHOWN BELOW.
CONCRETE/MASONRY: USE TWO Y16" ITW TAPCON ANCHORS, WITH
ONE ANCHOR PLAC D 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.
6.500"
1.500" 12 IP 0jq 1.625..
1 2 3
INSTALLATION CLIP DETAIL
1 1/4" MIN.
EMBEDMENT 1/4" MAX.
SHIM SPACE
2" MIN. EDGE
DISTANCE
4
INTERIOR
TWO (2) 3/16" ITW TAPCON
INSTALLATION ANCHORS
e
ONE (1) #8 SCREW, PER CLIP,
FROM CLIP TO WINDOW FRAME y
CONCRETE/MASONRY
BY OTHERS
PERIMETER SEALANT
EXTERIOR
BY OTHERS
EXTERIOR FINISH SEE GLAZING DETAIL
BY OTHERS O.A. WINDOW
WIDTH
HORIZONTAL SECTION
IAMB - CONCRETE/MASONRY
INSTALLATION CLIP
w IxDOWf•o00 RI
100 FOURTH AVE NORTH
BAYPORT, MN 55003-1096
P14: 051)264-5150 FX:(651) 26.5485
Z mm
M j MV # pvpJ1<- H CJ
m mm0lua0 ::E
cc Imo= LL
w <
way O
T w
V) LPL JJ< m H H
J J' a Z H a
W H Q Z
w Q w o g
F Z
w d ! M =
hiTTI
A 111#IpR yyy s
F"
co m V) J V)
o 3 n =f NZ
C) V
DWG #:
A WD096
SHEET: 5 OF 5
REQUIRED INSPECTION SEQUENCE
BP# V6 _ 23 q Z Address: 2tkl t. • Z z-
BUILDING PERMIT
Min Max Inspection Description
Footer / Setback
Stemwall
Foundation / Form Board Survey
Slab / Mono Slab Prepour
Lintel / Tie Beam / Fill / Down Cell
Sheathing— Walls
Sheathing — Roof
Roof Dry In
Frame
Insulation Rough In
Firewall Screw Pattern
Drywall / Sheetrock
Lath Inspection
Final Solar
Final Firewall
Final Roof
Final Stucco / Siding
Insulation Final
Final Utility Building
Final Door
Final Window
Final Screen Room
Final Pool Screen Enclosure
Final Single Family Residence
Final Building (Other)
ELECTRICAL PERMIT
Min Max Inspection Description
Electric Underground
Footer / Slab Steel Bond
Electric Rough
T.U.G.
Pre -Power Final
Electric Final
Min Max Inspection Description
Plumbing Underground
Plumbing Sewer
Plumbing Tub Set
Plumbing Final
ME:CHANI.CAL PERMIT
Min Max Inspection Description
Mechanical Rough
Mechanical Final
PERMIT
Min Max Inspection Description
Gas Underground
Gas Rough
Gas Final
REVISED: June 2014