HomeMy WebLinkAbout3107 S Park Ave (5)JAN 2 Z016 ; si
CITY OF SANFORD
BUILDING & FIRE PREVENTION
PERMIT APPLICATION
Application No:
Documented Construction Value: $ 6,769.00
Job Address: 3107 South Park Ave., Sanford, FL. 32773 Historic District: Yes ❑ No ❑
Parcel ID: 12-20-30-501-0000-0430 Residential ❑ Commercial ❑
Type of Work: New ❑ Addition ❑ Alteration ❑ Repair ❑ Demo ❑ Change of Use ❑ Move ❑
Description of Work: replace 4 windows size for size
Plan Review Contact Person:
Skyy Tipton Title: Permit Specialist
407-803-4723
Phone:
Fax: Email: permits@rbafla.com
Property Owner Information
/ ,�
Name A UA 1,
Phone: -11d 7 C5" 78- 3 4 (7
Street: 3107 South Park Ave.
Resident of property?
City, State Zip: Sanford, FL. 32773
Contractor Information
Name Jared Mellick/ Renewal by Andersen of Central Florida Phone: 407-803-4723
Street: 5655 Carder Rd.
Fax:
City, State Zip: Orlando, FL. 32810 State License No.: CGC 1524135
Architect/Engineer Information
Name:
Phone:
Street:
Fax:
City, St, Zip:
E-mail:
Bonding Company:
Mortgage Lender:
Address:
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: 5th Edition (2014) Florida Buildin Code
Revised: June 30, 2015 Permit Application
3-°
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 I 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.
C,
IL-, 121 f
Signature of wn r/Agent Date
GA 44y&) F 4,5 1 1; /IM,O A1
Print Owner/Agent's Name
12-Z) 17
Signs of Notary -State of Florida
Notary Public State of Florida
Skyy Tipton
y, My commission GG 122904
Expires 07110/2021
Owner/ gent is Personally Known to Me or
Produced ID Type of ID
21 17
ature actor/Agent Date
Print Contractor/Agent's Name
12-2-J - I-�
of Florida Date
.40
Notary Public State of Florida
Skyy Tipton
My Commission GG 122904
Expires 07110/2021
Produced ID 'Tvne of ID
BELOW IS FOR OFFICE USE ONLY
y Known to Me or
Permits Required: Building ❑ 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 ❑
APPROVALS: ZONING:
ENGINEERING:
COMMENTS:
# of Heads
UTILITIES:
FIRE:
Flood Zone:
# of Stories:
Plumbing - # of Fixtures
Fire Alarm Permit: Yes ❑ No ❑
WASTE WATER:
BUILDING: sF 2-1-1$
Revised: June 30, 2015 Permit Application
REQUIRED INSPECTION EcC•TI ON SEQUENCE
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I�1lnn M—.%- C I rMs ect!on Desell•kl d6n.
Footer / Setback
Sfemwall
Foundation / Form Board. 'Survey
Slab / Mono Slab Pre our
Lintel / Tie Beam / FilI / Down Cell
Sheathing— Walls -
Sheathing — Roof
Roof Dry In
Frame
Insulation Rough In
Firewall Screw Pattern
Drywall / Sheetrock
Lath Inspection
Final Solar
Final Roof
Final Stucco ./ Siding
Insulation Final
Final Utility Building
Final Door
c�OO
Final Window -
Final Screen.Room
Final. Pool Screen Enclosure
Mobile Home Building Final
Pre -Demo
Final Demo
Final Single Family Residence
Final. Building. Other
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Electric Final
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Plumbing Tub Set
Plumbing Final
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REVISED: June 2014
THIS INSTRUMENT PREPARED BY:
Name: Skyy Tipton
Address: 5655 Carder Road
Orlando, FL. 32810
NOTICE OF COMMENCEMENT
i iiiili lili1 iiiii 11111 lllll ilill illl 111I
GRANT IMALOYr SEMINOLE COUNTY
CLERK OF CIRCUIT COURT & C:ONFTROLLER
BK 9048 P3 1290 (1Pgs)
CLERK'S Y 2017130938
RECORDED 1.2/28 /2017 11014 58 0
RECORDING FEES $10.00
RECORDED BY hdevore
Permit Number:
Parcel ID Number: 12-20-30-501-0000-0430
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. DESCRIPTION OF PROPERTY: (Legal description of the property and street address if available)
LOT 43
SOUTH PINECREST 2ND ADD
PB 10 PG 89
2. GENERAL DESCRIPTION OF IMPROVEMENT:
replace 4 windows size for size
�Jj3. OWNER INFORMATION OR LESSEE INFORMATION IF THE LESSEE CONTRACTED FOR THE IMPROVEMENT:
Name and address.
C—l5#YY1J4 Dli 3107 South Park Ave., Sanford, FL. 32773
Interest in property: owner
Fee Simple Title Holder (if other than owner listed above) Name.
4. CONTRACTOR: Name: Jared Mellick/Renewal by Andersen of CFL Phone Number: 407-803-4723
Address: 5655 Carder Rd. Orlando, FL. 32810
5. SURETY (If applicable, a copy of the payment 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:
8. In addition, Owner designates
Phone Number:
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_
M
ignatureof Owner oritessee;_or;Owner's orLessee's
Authorized Officer/Director/Partner/Manager)
Ste
Thi
by
wh
�(IyAJ F. 960s11MA�
(Pdnt,Name and Prdyide,Signatdry&s Tiye/Office)
12/14/2017
SCPA Parcel View: 12-20-30-501-0000-0430
Property Record Card
Cri1 Parcel: 12-20-30-501-0000-0430
Owner: HEISHMAN GAYLYN F
Scnm+4�ry Property Address: 3107 S PARK AVE SANFORD, FL 32773-5847
Parcel Information Value Summary
Parcel
12-20-30-501-0000-0430
Owner
HEISHMAN GAYLYN F
Property Address
3107 S PARK AVE SANFORD, FL 32773-5847
Mailing
3107 S PARK AVE SANFORD, FL 32773-5847
Subdivision Name
SOUTH PINECREST 2ND ADD
Tax District
S1-SANFORD
DOR Use Code
01-SINGLE FAMILY
Exemptions
00-HOMESTEAD(2015)
Legal Description
LOT 43
SOUTH PINECREST 2ND ADD
PB 10 PG 89
Taxes
2018 Working
Values
2017 Certified
Values
Valuation Method
Cost/Market
Cost/Market
Number of Buildings
1
1
Depreciated Bldg Value
$58,668
$55,315
Depreciated EXFT Value
$10,208
$10,375
Land Value (Market)
$15,000
$15,000
Land Value Ag
Just/Market Value "
$83,876
$80,690
Portability Adj
Save Our Homes Adj
$8,239
$6,609
Amendment 1 Adj
$0
P&G Adj
$0
$0
Assessed Value
$75,637
$74,081
Tax Amount without SOH: $739.08
2017 Tax Bill Amount $624.70
Tax Estimator
Save Our Homes Savings: $114.38
Does NOT INCLUDE Non Ad Valorem Assessments
Taxing Authority
Assessment Value
Exempt Values
Taxable Value
County General Fund
$75,637
$50,500
$25,137
Schools
$75,637
$25,500
$50,137
City Sanford
$75,637
$50,500
$25,137
SJWM(Saint Johns Water Management)
$75,637
$50,500
$25,137
County Bonds
$75,637
$50,500
$25,137
Sales
Description
Date
Book
Page
Amount
Qualified
Vac/Imp
WARRANTY DEED
8/1/2013
08119
1008
$78,000
No
Improved
WARRANTY DEED
7/1/2003
04934
1769
$100,000
Yes
Improved
WARRANTY DEED
6/1/1994
02783
1358
$55,000
No
Improved
WARRANTY DEED
12/1/1993
02717
0681
$58,900
No
Improved
Find Compaamble Satin
Land
Method
Frontage
Depth
Units
Units Price
Land Value
LOT
0.00
1 0.00
1
I $15,000.00
$15,000
Building Information
Is Bed/Bath count incorrect? Click Here.
# I Description I Year Built I Fixtures I Bed I Bath I Base Area Total SF I Living SF I Ext Wall I Adj Value I Repl Value I Appendages
http://parceIdetai1.scpafl.org/ParcelDetailInfo.aspx?PID=12203050100000430 1/2
POWER OF ATTORNEY
I hereby name and appoint PK1n
Of Renewal by Andersen of Central Florida 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: Township: Range: Lot: Block:
Subdivision:
)C-
And to sign my name and do all things necessary to this appointment.
Jared Mellick
Contractor)
The foregoing instrument w *knowledged before me this
By Jared Mellick
Who is personally know to me and who did not take an oath.
State of Florida
County of Orange
My Commission expires:
Commission#:
1 (N - 4-
Kelli Leigh OKWd8
NOTARY PUBLIC
STATE OF FLORIDA
Camn# FF226786
spl-ve,
Expires 5/4/2019
Product Appr®va DUI clificati®n Form
Permit # # 8 o�
Project Location Address 01 S
As required by Florida Statute 553,842 and Florida Administrative Code 9N-3, please provide the
information and product approval number(s) on the building components listed below if they are to be
utilized on the construction project for which you are applying for a building permit. We recommend that
you contact your local product supplier should you not know the product approval number for any of the
applicable listed products. Be aware that windows, skylights, and exterior doors must be tested in
accordance with the Florida Building Code, Section 1714.5. More information about Statewide Product
Approval can be obtained at www.floridabuildin.g.org.
The following information must be available on the jobsite for inspections:
1. This entire product approval form
2. A copy of the manufacturer's installation details and requirements for each product.
Category / Subcategory
Manufacturer
Product
Description
Florida Approval #
(include decimal)
1. Exterior Doors
SANFORD BUIL12LN-Q
DIVISION
Swinging REN
ED FOR CODE COMPUAN
E A PERMIT ISSUED SHALL BE
CONSTRUED TO I§E A
Sliding
LICENSE TO PROCEED WITN
THE WORK AND NOT AS
Sectional
PLANE EXAMINER
ASIDE ANY OF THE PROVISIONS
OF THE TECHNICAL
Roll Up
- t'PREVENT
THE BUILDING 0- FFIGIA
FRO N.4
THEREAFTERATE
Automatic
REQUIRING A CORRECTION
-
OF ERRORS IN PLANS,
Other
UON�31 RUG rION OR VIOLA]
IONS OF THIS CODE-
2. Windows
Single Hun
Horizontal Slider
A
t w
1,
Casement
Double Hung
Cow
ciclbf h,in
Fixed
Awning
Pass Through
Projected
Mullions
Wind Breaker
Dual Action
Other
June 2014
Floorplan Windows: 4 Doors: 0 Specialty: 0
Basement 2nd Ffo,or
..........
Tap azny the to go to that
procituct's measLuemeni page
Product Approval > product or Application Search > Application List > Application Detail
No
Application Type
FL19564-R2
Code Version
Revision
Application Status
2017
Approved
Comments
Archived
_J
Product Manufacturer
Address/Phone/Email
Andersen Corporation
100 Fourth Avenue North
Bayport, MN 55003
(651) 264-5308
aIan-ba-tad@AhdersenCorp.com
Authorized Signature
Alan Barstad
alan.barstad@AndersenCorp.com
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category
Subcategory Windows
Double Hung
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
Evaluation Report - Hardcopy Received
Florida Engineer or Architect Name who developed the Hermes F, Norero, P.E.
Evaluation Report
Florida License
PE-73778
Quality Assurance Entity Window and Door Manufacturers Association-QA
Quality Assurance Contract Expiration Date
12/31/2020
Validated By
Locke Bowden
Validation Checklist - Hardcopy Received
Certificate of Independence
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
Sections from the Code
FL19564 R2 COI COI Andersen SS 2015-08-31. df
Standard
AAMA/WDMA/CSA 101/I.S.2/A440 Year
AAMA/WDMA/CSA 101/I.S.2/A440 2005
2008
PGRA or
RENEWAL BL AZA DLRsTl
WINDOWS I SORT EN DOUBLE HUNG
INSTALLg7rTES:
FRAME - NON-IMpA
1. ONE A INSTALLATION ANCHOR IS REQUIRED AT EACH AryCHOR LOCATION SHOWN,
BE PLACED THROUGH INTERIOR OR EXTERIOR JAMB SASH T
CT
SHOWN, SEE SHEET 4 FOR ANCHOR REQUIREMENT NOTES.
RACK AT EACH ANCHOR LOCATIONMgY
1• TO DEPICTNSTAED
/Lo 77 A(IN 1IEA Cl-RL y ORSWITy II.E. fRANCE OFtt/Z IHCy OF THE
NEXr.. NCESJ�TO(ERANCES ARE NOT CUMUT D
NEXT: 7VE F (l.E., WITHOUT CONSIDERATION OF
LgTIVE FROM ONE INSTA(LATTON ANCHOR TO THE
LAT
3 LENGTHS T— O�M�E 11/11N�H MINIMUM EMBEDMEN7IMOFH WOOD SCREWS OF SUFFICIENT
MAINTAIN MINIMUM 1/2INCH EDGE DISTAION'NTONCE.
WOOD SUBSTRATE AND SHALL
4. THROU—H FRAME: FOR INSTALLATION INTO
SELF -DRILLING ORSELF-TAPPING SCREWS OF SUFFI ENT LENG
MINIMUM PEN TRADES USE f110 FH GRADE 5
1/2 IN EDGED $7gN N BOND METAL FRAME TO
ANT SHAH ACHIEVE
THREADS
5. THROUGH FRAME: FOR IN MINIMUM
INTO CONCRETE MA SONRVTUSEAONE ( ) g/16 NCH FH IITW TAPCONCK TO COF SUFFICIENT LENGTH TO
ACHIEVE 11/4 INCH MINIMUM EMBEDMENT AND SHALL MAINTAIN ETE/MASONRY, OR DIRECTLY
DISTANCE
6, MINIMUM EMOEDMENT AND EDGE DISTANCE MINIMUM 21NCH EDGE
LIMITED TO STUCCO, FOAM, BRICK VENEER, AND SIDING.
EXCLUDE WALL FINISHES, INCLUDING BUT NOT
7. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORRO
RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT COATING. SION
8. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK, DO NOT INSTALL INSTAL
MORTAR JOINTS, EDGE DISTANCE IS MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF
MORTAR
JOININTO FACE SHELL OF BLOCK, INSTALLATION OR ANCHORS INTO
9. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFA MORTAR
INSTALLATION INSTRUCTIONS, AND ANCHORS SHALLNOTBEUSEDE SUBSTRATES WITMCU
10.INSTALLATION ANCHOR STRENGTH SPECIFIED BY THE ANCHOR MANUFACTURER,
MATERIALS WITH CROWING FORCR IES: HEREIN ARE BASED ON SUBSTRATE
A• WOOD- THE FOLLOWING PROPERTIES:
MINIMUM SPECIFIC GRAVITY OF 0.55.
B.
CONCRETE-MINIMUM COMPRESSIVE STRENGTH OF3
C. MASONRY -STRENGTH CONFORMANCETO ASTM C-90
D. STEEL •MINIMUM YIELD 000 PSI.
GAUGE). STRENGTH N 33 KSI. MINIMUM WALL THICKNESS OF 48 MILS (IS
E. ALUMINUM •MINIMUM WALL THICKNESS OF � INC", 6063-TS q(LOY OR BETTER
GENEGENE—NO=ES
1• THE PRODUCT SHOWN HEREIN IS DESIGNED AND
BUILDING CODE, INTERNATIONAL gUi��NG CODE &
INTERNATIONAL RESIDE FLORIDA
PRODUCT HAS BEEN RESIDENTIAL CODEEXCLUDING H EVALUATED TO THE FOLIO VH2. THE
• AAMA/WDMA/CSA 101/I.S.2/A440-OS/O8 LNG:
2 ADEQUACY OF THE EXISTING STRUCTURAL
CONCRETE/MASONRY,
AIN IND FORCE RESISTING I AND META7EM L STUD FRAMING AS
MWSV5
WITHSTANDING AND TRANSFERRAPPLIED PRODUCT
ENGINE ER THOUNDATION IS TRING CApggLEOF
LOADS E FHE RESPONSIBILfry OFTHE
OR ARCHITECT OF RECORD FOR THE PROJECT OF
INSTALLATION
3. "AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED AND
S CHORE ETOPROPERLY UCK DESIGN TRANSFER ALL LOADS TO THE
RESPONSIBILITY OF THE ENGINEER RAND AAq HITECT TOF RECORD
FOR THE PROJECT OF INSTALLATION.
4. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC
AND MAY NOT REFLECT ACTUAL CONDITIONS
SITE. IF SITE CONDITIONS FOR A SPECIFIC
CAUSE INSTALLATION TO DEVIATE
FROM THE REQUIREMENTS D ENGINEER OR ARCHITECT SHALL PREPARE SITESPEC SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT.
S. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED TO
PROTECT THIS RESISTANCE. PRODUCT IN AREAS REQUIRING IMPACT
6. WINDOW FRAME MATERIAL: FIBREX® AND PVC.
7. SEE SHEET 3 FOR GLAZING DETAILS.
8. DESIGNATIONS -X- AND "O"STAND FOR THE FOL(O."G:
Xt OPERABLEPANEL
O: FIXED PANE(
TABLE OF CONTENTS SHEET REVISION
1 A SHEET DESCRIPTION
2 GENERAL & INSTALLATION NOTES
ELEVATIONS 8: ANCHOR LgyOL
3
_ VERTICgLSECT10N5, REINFORCEMENT
4 DETAIL RECS & GIAZING
HORIZONTAL SECTIONS
DESIGN PRESSURE RATING
SIZE SILLTYPE
DESIGN PRESSURE
54" X 72" FLAT
SLOPED +20.0/-20.0 PSF
45" X 77" ".I +35.0
SD /-35,0 PSF
LOPE
+25.0• / -35.0 PSF
48" X 96" FLAT
SLOPED +20.0/-20.o PSF
NOTE: 45" X 77" UNIT WITH SLOPED SILL MEETS
STRUCTURAL DESIGN PRESSURE OF+/•3S PSF
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DATE: 0-?fie
SCALE:.. • NTS
DwG.s: AWD144
SHEET:
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UNIT MAX.
WIDTH 54"
MAX. D.L.O.
48"
A
3
MAX. A
D.L.O. a 4
31-1/4" X,
uNlr
MAX. B
HEIGHT 3
72"
MAX,
D.L.O.
31-1/4" "X"
ELEVATION
54"��
16" MAX. O.C.
,
UNIT
MAX.
HEIGHT
96"
L4.
I
'_ -L;;;;;;;j
5" FROM CORNERS
TYPICAL ANCHOR
LAYOUT
UNIT MAX.
WIDTH 48"
ELEVATION
4�' 96
NOTE: ORIEL, COTTAGE, AND CUSTOM SASH
SIZES ARE AVAILABLE UPON RE USTOM SAH
THAT THEY pp NOT
SIZES SHOWry EXCEED MAX, SASH D.L.O.
HEREIN.
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DATE: 08.RCHK
DWG. BY:
I In r•
SCAt
DWSHEE 4
2
CONCR CAULK BETWEEN
En/MASONRY & 2X
WOOD BUCK BY OTHERS
2X WOOD BUCK
BY OTHERS
EXTERIOR FINISH
BY OTHERS
PERIM�ByOrHERS
O.A. WINDOW
HEIGHT
IEXTERIOR
O.A.1
HE
(OF
CONCRI
Woo
INT_ E�IOR
SEE GLAZING DETAIL
A VERTICAL SECTION
3_ HEAD 2X WOOD BUCK
EnTl
BY OTHERS
1/4" MAX.
---ISHIM SPACE 11/16" O.A•INSULATED
j EX7`OR I r
GLASS
INTERIOR I
--SEE GLAZING
O.A.WINDOW
SILICONE / \ �! DETAIL
BACK BEDDING \ 1
HEIGHT EXT�RI_ p 1
SS INTERIOR
E PERIMETER
SEALANT e
BY OTHERS 1/4'. MAX.
—� SHIM SPACE
GLAZING DETAIL EXTERIOR FINISH T
NOTE: By OTHERS I GLASS TYPE AND THICKNESS SHALL 2X WO COMPLY WITH g57N� E1300-04 OD BUCK
GLASS CHART REQUIREMENTS. BY OTHERS
/— SEE GLAZING DETAIL
INT! R
R VERTICAL SECTION
CHECK RAEI
/ /-SEE GLAZING DETAIL
EXTERIOR_
INTERIOR
a®
EALANT
OTHER_ S ®
�%-
1/4" MAX.
SHIM SPACE
I
/ ,� a' .••f'
_ •- ,.',•'.�;a
PRECASTSILL
OR CONCRETE
VERTICAL ..•.
AL
BY OTHERS
SECTI®1
11 � SILL xXWOOD ONcowcRETE
/MASONRY
FLAT SILL
Q VERTICAL SECTION
ALTERNATE SLOPED SELL'
0.223"
0.8441,
1.062"
TALL BOTTOM RAIL WOOD (LVL)
REINFORCEMENT
0.793"
DETAIL
RAIL AND STILE ALUMINUM
SASH REINFORCEMENT
REINFORCEMENT ED IL
LOCATION
REQUIREMENTS
REINFORCING REQUIRED
SIZE
UPPER SASH STILES
SASH HEIGHT, 37.8345"
RE UIRES REINFORCING
Q ALUMINUM
UP SASH
SASH WIDTH >
WID 43:12
REINFORCEMENT
INSERTED INTO STILE
RAILS
RAILS
OR_5"
SASH WIDTH? 36.125" AND
SASH HEIGHT, 37.8345"
—_
REQUIRES ALUMINUM REINFORCEMENT
INSERTED INTO RAIL,SASH
LOWER SASH STILES
HEIGHT>3g9645"
Q
REQUIRES AL
RE UMINU
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S'45HWIDTH>43.125"
M REINFORCEMENT
INSERT_- E-- D�STELE
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REQUIRES ALUMINUM
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TALL BOTTOM RAIL
SAS IDTH> 43,125"
DR+
SASH WID
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38.9645'
REQUIRES WOOD(LVL) REINFORCEMENT
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FL19564
DATE: nQ. 1 r w
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11/4" MIN.
EMBEDMENT
Z" MIN. EDGE
DISTANCE
ONE (1) 3/16" FH
INSTALLATION ITINTAPCON
JAMB ANCHOR NOTES
CONCRETE/MASONRY �. • ;.
BY OTHERS
PERIMETER SEALANT '�—•�..
BY OTHERS
EXTERIOR FINISH
BY OTHERS
QHORIZONTAL SECTION
°•F JAMB CONCRETE/MASONRY
THROUGH FRAME
1/4" MAX.
SHIM SPACE
INT
1 1/4" MIN,
EMBEDMENT
Z°MIN. EDGE
DISTANCE
` ONE (1) 3/16" PH ITW TAPCON
INSTALLATION ANCHOR, SEE
JAMB ANCHOR NOTES
EXTERIOR • CAULK BCINCRETET
. �• WOOD SUCK BY OTHERS 2X
SEE GLAZING DETAIL CONCRETE
BY OTHERS/MASONRY
O.A: WINDOW 1X WOOD BUCK
WIDTH (OPTIONAL
JAMBANCHOR REQUIREMENTS:
ONE ANCHOR IS REQUIRED AT EACH IAMB ANCHOR LOCATION
SPECIFIED ON ANCHOR LAYOUT.
MINIMUM 1 1/Z" ONE ANCHOR IS TO BE INSTALLED THROUGH
EITHER OTWO TRACKS AT EACH ANCHOR LOCATION SPECIFIED. F THE
EMBEDMENT
3/4" MIN, EDGE
DISTANCE 1/4" MAX,
SHIM SPACE
INTERIOR
T N411 INTERIOR
ONE (1) #10 PH WOOD SCREW SEE GLAZING DETAIL
INSTALLATION ANCHOR, SEE
NOTES ABOVE
WOOD FRAMING
BY OTHERS J
PERIMETER SEALANT BY OTHERS EXTERIOR
EXTERIOR FINISH
BY OTHERS
O.A. WINDOW
C ®-9 L� NT®RIZO WIDTH .
AL SECTION
�� JAMB WOOD BUCK SUB
THROUGH FRAME RATE
SEE GLAZING DETAIL
BY OTHERS
PERIMETER SEALANT
BY OTHERS
EXTERIOR FINISH
BY OTHERS
IF)HORIZONTAL SECTION
LI JAMB ix 'WOODN CONCR
THROUGH FRAMES /MASONRY
3 THREAD PENETRATION
BEYOND METAL FRAME
SHIM
MAX.
M SPACE _ � 1/2° MIN. EDGE
DISTANCE
ONE (1) #10 PH GRADE 5 SELF -DRILLING
OR SELF -TAPPING INSTALLATION ANCHOR,
SEE JAMB ANCHOR NOTES EXTERIOR METAL SUBSTRATE BY
OTHERS
" SHEATING BY OTHERS
0•AEXTERIOR FINISH BY OTHERS
�- • WINDOW
WIDTH
D HORIZONTAL PERIMETER SEALANTBYOTHERS
��ti it NTAL SECTION
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FL #: Nu xs�e
FL19564
DATE: pg 15.17
SCALE:
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11
111512018
Florida Building Code Online
BCIS Home I Log In I user Registration Hot Topics Submit Surcharge Stats & Facts I Publications FBC Staff f g -
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8 xrert ..
Product Approval Menu > Product or Application Search > Application List > Application Detail
• _ FL # FL19563-R2
Application Type
Affirmation
Code Version 2017
Application Status Approved
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
Andersen Corporation
100 Fourth Avenue North
Bayport, MN 55003
(651)264-5308
alan.barstad@AndersenCorp.com
Alan Barstad
alan,barstad@AndersenCorp, com
Windows
Horizontal Slider
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
�'-': Validation Checklist - Hardcopy Received
FL19563 R2 COI COI Andersen SS 2015-08-31.odf
Standard
AAMA/WDMA/CSA 101/I.S.2/A440 Year
AAMA/WDMA/CSA 101/I.S.2/A440 2008
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,
iNSTALLATION NOTES:
]. IN57AL1gT10N CLIPS: ONE (I) INSTALLATION ANCHOR CLIP IS REQUIRED AT EACH ANCHOR
LOCATION SHOWN, EACH CUP IS TO USE TWO O ANCHOR
CLIP
IS R ANCHORS,
2. THROUGH FRAME AND NAIL FIN: ONE (1) INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR
LOCATION SHOWN, UNLESS OTHERWISE NOTED.
3. INSTALL INDIVfDUAL INSTALLATION ANCHORS WITHIN DEPICTED LOG47IONIN THEANCHOR LA.YOLRDETAIL(.ETWfN{p CONSIDE ATION OFOLERANCE OF f
TOLERANCES). TOLERANCES ARE NOT CUMULATIVE FROM ONEINSTi1LLNSIDE CONSIDERATION,
F THE
NEXT
INSTALLATION cup.
4.0R CTL �REOR INSTALLATTE/MASO RY10SEHIX BUCK TO OR
ROUGH TWO )3/16 INCH HWH ITW TA
INSTALLATION CLIP OF SUFFICIENT LENGTH TO ACHIEVE 11/4 INCH MPCON PER'
EMBEDMENT AND
SHALL MAINTAIN MINIMUM 2" EDGE DISTANCE.
INSA
LATION CUP- FOR INSTALLATION INTO 2X BUCK USE TO (2) 48 PAN HEAD WOOD
S. ERTNL LIP OF SUFFICIENT LENGTH TOACH EVE 1112INCH MINIMUM EMBEDMENT
INTO WOOD SUBSTRATE AND SHALL MAINTAIN MINIMUM 3/4" EDGE DISTANCE.
G. ELF DINSTALLATION
-- nON WCUP- LOTAPPINGSCREEWS PER THROUGHTION STALLATION CLSTUD
IP OF TWO
U OF CIENT LENGTH GRA TO
5
ACHIEVE 3 THREADS MINIMUM PENETRATION BEYOND METAL FRAME SUBSTRATE AND SHALL
MAINTAIN MINIMUM 3/4" EDGE DISTANCE.
7. THROUGH FRAME: FOR INSTALLATION INTO ZX. BUCK USE #10 FH WOOD SCREWS OF SUFFICIENT
LENGTH- Tp ACH EVE 11121NCH MINIMUM EMBEDMENT INTO WOOD SUBSTRATE AND SHALL
MAINTAIN MINIMUM 3/4" EDGE DISTANCE.
S. THROUGH FRAME: FOR INSTALLATION INTO METAL SUBSTRATES USE k10 FH GRADE 5
SELF -DRILLING SELF-R 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 IX BUCK TO CONCRETE/MASONRY, OR DIRECTLY
INTO CONCRETE/MASONRY, USE ONE (1) 31161NC4FH ITWTAPCON OF SUFFICIENT LENGTH To
ACHIEVE 11/4INCH MINIMUM. EMBEDMENT AND SHALL MAINTAIN MINIMUM 2" EDGE DISTANCE.
10.NAIL FIN: FOR INSTALLATION INTO 2XBUCK USE 48 PAN HEAD WOOD SCREWS OF SUFFIC
MAINTAIN MINIMUM 3/4" EDGE DISTANCE. IENT
LENGTH TO ACHIEVE I 1/21NCH MINIMUM EMBEDMENT INTO WOOD SUBSTRATE AND SHALL
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 ORHAVEA 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,
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: . WOOD- MINIMUM SPECIFIC GRAVTIYOF 0,55.
e. CONCRETE -MINIMUM COMPRESSIVE STRENGTH OF 3000 PS1.
C, MASONRY MINIMUM
STRENGTH CONFORMANCE TO A$TM C-90
O. STEELE MINIMUM YIELD STRENGTH OF 33 KSI. MINIMUM WALL THICKNESS OF 48 MILS(18
GAUGE).
E. ALUMINUM- MINIMUM WALL THICKNESS OF
.� 'Ve", 6063-TS ALLOY OR BETTER.
AIMIDERSEN i
IDCK Y
WINDOW1_ .
NON-IMpACT
GENERAL L� NOTE&
(69B1pyp
6+26405190A 950p3.1046
-fX:65/
/ ) 2 69.9dR9
1. THE PRODUCT SHOWN HEREIN 15 DESIGNED AND
MANUFACTURED TO COMPLY
TABLE OF CO
CONTENTS
'� m
WITH,
FLORIDA BUILDING.CODE, EXCLUDING HVH2. THE PRODUCT
HAS 13EEN EVALUATED TO THE FOLLOWING:
°
SHEET R
REVISION
1
SHEET DESCRIPTION
w
Z
~
AAMA/WOMA/C5A 101Q.5.2/A440.08/11
2
A
GENERAL G INSTALLATION NOTES
o 6 n
vj >
ADEQUACY OF THE EXISTING STRUCTURAL
CONCRETE/MASONRY, 2X AND
3
ELEVATIONS
ELEVATIONS (2)
W �m
a`� 0 Z C` Lk2.
w e 23 e �t
'0 m
MAIN WIND FORCE RESISTING SYSEAM'CAPABLE DFING AS q
STO
NSFERRING APPLIED PRODUCT
LOADS
4
5
-
XO AND XX ANCHOR LAYOUTS
.�
2 m row "0
3 '+
THE UNOAT
ENGINEER
ER THE FOUNDATION IS THE RESPONSIBILITY OF THE
ENGINEER OR ARCHITECT OF
6
q
XOX ANCHOR LAYOUTS
Z w 2 cH,
'y N.0Z
RECORD FOR THE PROJECT OF
INSTALLATION.
7
THROUGH FRAME INSTALLATION DETAILS
°C Z a m m p a
3. 1X AND.2k BUCKS (WHEN USED) SHALL BE DESIGNED AND
ANCHORED TO PROPERLY
8
A
q
NAIL FIN INSTALLATION DETAILS
CLIP
� ..
a 'QJ ro 6
TRANSFER ALL LOADS TO THE
STRUCTURE. BUCK DESIGN AND INSTALLATION 15 T'HE
RESPONSIBILITY OF THE ENGINEER
9
INSTALLATION DETAILS
A INTERMEDIATE MEMBERS, RE
REQUIREMENTS,
< e '
OR ARCHITECT OF RECORD
FOR THE PROJECT OF INSTALLATION,
ET FRAME DETAILS AND GLA ZING DETAIL
d
o
4: THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC
AND. MAY NOT REFLECT ACTUAL
m y
CONDITIONS .FOR ASPECIFIC
SITE. IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE
FROM THE REQUIREMENTS DETAILED
UIREECTS DETAILED
DESIGN PRESSURE RATING
' p�
v , W
ENGINEER OR HEREIN, A LICENSED
SPECIFIC
DOCUMENTS FOR USE WITH THIS
SIZE
CONFIGURATION
DESIGN PRESSURE SASH WIDTH RATIO
z O
DOCUMENT.
S. APPROVED IMPACT PROTECTIVE SYSTEM 15 REQUIRED TO
PROTECT THIS PRODUCT
72" R 80"
96" X 54
XO
XO
+40.0 / -40.0 PSF 171
+40.0
,^ p
J H - e
IN AREAS REQUIRING IMPACT
RESISTANCE.
96" x 72"
XO
/ -40;0 PSF
1:1
6• WINDOW FRAME MATERIAL: FIBREX®AND PVG
108" X 54"
108" X 72"
XO
-40.0 / -40.0 PSF. 1:1
•25:0 / -25.0 PSF l:z
- W '.
7. SEE SHEET9 FOR GLAZING DETAILS,
56"X BO"
xo
XO
+20.0 /-20,0 PSF 1:2
d e
S. DESIGNATIONS "X"AND"O"STAND FOR THE FOLLOWING;
X: OPERABLE PANEL
74" X 54"
74 X 72"
XO
+4QO / -40,0 PSF
1.2
+40,0 / -40.0 PSF 1:2
w
c
O: FIXED PANEL
48" X 48"
XO
XX
+35,0 / -35,0 PSF
1:2
72^ X 80"
j�
+40.0 / -40.0 PSF - 1:f
O e
96" X 54,
96" X60"
-
XX
+30.0 / -30,0 PSF 1:1
+35.0/ -35.0 PSF 1:1
+350/-35.0
'
/ ♦♦ is � "
��
96"X72",
PSF 1:1
+200 /
�� •'•t••••' • .. s
O '•r1� ..
1�„ X ��
XOX
-20.0 PSF 1.1
�gCC
244" X 72"
xOX
.30.0 L -20.0 PSF 1:1:1.
+25.0
40 ..
U:
-
84" X 60"
84" X 80"
XOX
xOX
/ .25.0 PSF
+4Q0 / -40.0 PSF
N
y
••'
144" X 54"
XOX
+35.0 / -35.0 PSF
i�t�'
O
14? X 72"
XOX
P R
1��♦ s.
84"x60"
84" X 80"
xox
XOX
, 150i•y3;0P5F 1:2:1
+40.0 / -40;D PSF
1:2:1
� m:{/) u) b'
+35.0/-35.OPSF
Q_"'_ 3uj�.><U1 <(�..
Digitally signed by Hermes F Norero,
Reason:
DWG #; ;
P.E.
I am.approvin this document
Date;
//y�
D g�
20i6.02.18 19:1.8:11-O5'00'
V
SHEET:
2 OF 9
s
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UNIT MAX.
WIDTH 96"
MAX. .L.O• MAX. D.L.O.
4315//16" 4315/16"
A A A
6 7 a
C
8 8
9
UNIT MAX,
MAX. D.L.O.
HEIGHT HEIGHT
72" 65° X.,
nOn
ELEVATION
W X7-- 2 XO UNIT
1:1 SASH RATIO
UNIT MAX.
WIDTH 96"
a_ MAX. 01.0, MAX. D.L.O.
4315/16" 4315/16"
A A A
6 7 8
C
8 a
9
UNIT MAX.
MAX. D.L.O.
HEIGHT HEIGHT
72" 65" X
ELEVATION
96" X96" X 72�XX UIVITUIVIT
1:1 SASH RATIO
F
UNIT A
MAX. D
HEIGHT HE
72"
UNIT MAX.
MAX. D.L.O.
HEIGHT HEIGHT
80" 73"
UNIT MAX,
UNIT MAX.
WIDTH 72"
MAX. D.L.O. MAX. D:L.O.
3i 15/16" sl r' 3115/16"
A IA�A�
6
ELEVATION
72" X'8'--- - SO
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WIDTH 84"
MAX. MAX.
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24 5/8" I 24 5/8" 24 /8D.5/8"
A A A
6 7 g
B g
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6 7 g
ELEVATION
84" X 8— 0" p IT
1:1:1 SASH RATIO
UNIT MAX.
WIDTH. 84" -----'
MAX. MAX. MAX.
D.L.O. D.L.O.
18 7116" 36 7/8" D.L.O.
_ 18 7/16"
ELEVATION
84" X 8—" XOIT
1:2:1 SASH RATIO
UNIT 6
MAX. D
HEIGHT HE
72"
UNIT MAX.
WIDTH 144"
ELEVATION
NOTE;
ALTERNATE MEETING
-- ---__
144" X 72" XOX UNIT
STILE
LOCATIONS MAY BE USED
SUCH THAT MAX. DLO
1:1:1 SASH RATIO
DIMENSIONS SHOWN
HEREIN ARE NOT EXCEEDED.
UNIT MAX,
WIDTH 144"
•
ELEVATION
1;R X 7r UNIT
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SEE SCHEDULE r
MAX. O.C. SPA
SEE SCHEDULE
TWO INSTALLATION ANCHORS
T(SEE INSTALL NOTES 7-9, SHEET 1) AT
MEETING STILE END LOCATIONS
THROUGH HEAD, SPACED 2.5" ON
EACH SIDE OF MEETING STILE.
EXCLUDES UNITS < 36" X 48"
CORNER DIST.
SEE SCHEDULE
TYPICAL ANCHOR LAYOUT
XO OR OX GLIDER
1:1 SASH RATIO
MAX. O.C. SPACING
SEE SCHEDULE
CORNER DIST.
SEE SCHEDULE
d
MAX. O.C. SPA— Ctj(G
SEE SCHEDULE
CORNER DIST.
SEE SCHEDULE
TWO INSTALLATION ANCHORS (SEE
INSTAL NOTES 7-9, 5HEET 1) AT
MEETING STILE END LOCATION,
THROUGH HEAD, SPACED 2.5" ON
EACH SIDE OF MEETING STILE.
EXCLUDES UNITS 1 36" X 48"
TYPICAL ANCHOR LAY®Ulf
EALLETHODS OFINTALL0NIRE A CONTINUOUSBEAb OF 1:2 SASH RATIO
ONE BELOW THE SILL
- iV rvV�CS:
• 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 AND9:2 OR 12:1 SASH RATIOS FROM
TABLE ABOVE.
• REFER TO SHEET 1, INSTALLATION NOTES 4-11 FOR ANCHOR
TYPE DEPENDENT ON INSTALLATION METHOD AND SUBSTRATE.
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MAX. O.C. SPACING
SEE SC'7HEEDULEE
1
CORNER DIST.
SEE SCHEDULE
MAX. O.G. SPACING
SEE Srwrni o �
TYPICAL ANCHOR LAYOUT
XOX GLIDER
1:1:1 SASH RATIO
MAX. O.C- SPACING
SEE SCHEDULE
CORNER DIST.
SEE SCHEDULE f
MAX. O.C. SPA
SEE SCHEDULE
T-
i- -
CORNER DIST. j
SEE SCHEDULE
FALLMETHODS OF INSTALLATION BELOW�TT.{E SILLf BEAD OF
TWO INSTALLATTON-ANCHORS (SEE
INSTALL NOTES 7-9, SHEET 1) AT
MEETING STILE END LOCATIONS
THROUGH HEAD, SPACED 2.5" ON
EACH SIDE OF MEETING STILE.
EXCLUDES UNITS < 36" X 481-
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,
EXCLUDES UNITS < 36" X 48"
TYPICAL ANCHOR LAYOUT
XOX GLIDER
1:2:1 SASH RATIO
RENEWq� SERIES'GLI DER ANCHOR SPACING
CONFIG. INSTALLATION FROM MAX O.C. MAX D.C., MAX O.C.
METHOD CORNERS HEAD SILL JAMBS
(IN) (IN) (IN) (IN)
F NAILFIN 3.5
n� 3.5 3.5 3.5
O = a INSTALLATION
CLIP 5.5 15.25 15.25
x .r 16
THROUGH
FRAME 5.5 10.125 SEE
NOTES 15.25
G NAILFIN 3.5
g 3.5 3.5 3,5
o x INSTALLATION
p l9 CLIP 5.5 15 15 16
THROUGH
~ FRAME 5.5 11.25 SEE 1
0 NOTES 7.25
gym„ Fz
NAILFIN 3.5
3
0 3:5 .5 3.5
INSTALLATION
----
X CLIP 5.5 14.S 14.5 16
x �i THROUGH
~ FRAME S.5 10.375 SEE 21.5
O - NOTES
NAILFIN 3.5
3.5 3.5 3.5
0 'x INSTALLATION
x0 CLIP 5.5 12.125 IZ125 16
X ry THROUGH
~ FRAME 5.5 10.5 SEE 22
NOTES
INSTALLATION NOTES:
" FOR THROUGH FRAME INSTALLATIONS, INSTALLATION CLIPS.
MUST BE USED AT THE SILL IN LIEU OF FASTENERS THROUGH
FRAME, SPACED IN ACCORDANCE WITH 1'HEINSTAClATIONCUP
" SPACING REQUIREMENTS LISTED IN THE ABOVE TABLE,
FOR CUSTOM SASH RATIOS, USE WORST CASE ANCHOR SPACING
BETWEEN EQUAL SASH AND 1:2 OR 1:2ci
TABLE ABOVE. SASH RATIOS FROM
" REFER TO SHEET 1, INSTALLATION NOTES 4.11 FOR ANCHOR
TYPE DEPENDENT ON INSTALLATION METHOD AND SUBSTRATE,
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OF
CONCRETE/MASONRY
By OTHERS
CAULK BETWEEN
CONCRETE/MASONRY 6 2X
WOOD BUCK BY OTHERS
2X WOOD BUCK
BY OTHERS
3/4" MIN. EDGE
DISTANCE
#10 PH WOOD SCREW
INSTALLATION ANCHOR
11/2" MIN. EMBEDMENT
EXTERIOR FINISH
BY OTHERS
......::..:
1/4" MAX.
........
SHIM SPACE
PERIMETER
PERIMETER SEALANT
SEALANT
O.A.BY OTHERS
WINDOW
a
TWO INSTALLATION ANCHORS (SEE
INSTALL NOTES 7-9,
HEIGHT
SHEET 1) REQUIRED
THROUGH FRAME AT HEAD AbJACENT
TO
MEETING STILES, TYPICAL EDGE
DISTANCE AND EMBEDMENT
EXTERIOR l
REQUIRED.
EXCLUDES UNITS 1 36" X 48"
INl'ERTOR
SEE GLAZING DETAIL
INTERIOR
EXTERIOR
O.A. WINDOW
HEIGHT
PERIMETER SEALANT
i 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 /
CONCRETE/MASONRY 61X--/
WOOD BUCK BY OTHERS /
CONCRETE/MASONRY BY OTHFQa /
VERTICAL SECTION
HEAD 2 WWOOO BUCK SEE GLAZING DETAIL
THROUGH FRAME
SEE GLAZING DETAIL
t INTERIOR
CONTINUOUS Y" BEAD OF
SILICONE ALONG ENTIRE SILL
1/4" MAX.
® SHIM SPACE
1 1/4" MIN.
EMBEDMENT
2" MIN. EDGE
DISTANCE
B1 VERTICAL SECTION
6 SILL IX WOOD ON tONtRETE/MASONRY
IN57ALLATION CUP
1MAX.
SHIM
SPACE
3 THREAD PENETRATION
BEYOND METAL FRAME
_ 3/4" MIN. EDGE
DISTANCE
#10 PH SELF -TAPPING SCREW
INSTALLATION ANCHOR
EXTERIOR \ METAL SUBSTRATE By OTHERS
$HEATING BY OTHERS.
EXTERIOR FINISH BY OTHERS
PERIMETER SEALANT BY
4 O.A. WINDOW OTHERS
WIDTH
(�"ORIZONTAL SECTION
JAMB METAIFRAME5UB5TRATE
THROUGH FRAME
TWO (2) 3/16" ITW TAPCON
INSTALLATION ANCHORS
SEE SHEET.B,FOR INSTALLATION CLIP DETAILS AND ANCHORING
REQUIREMENTS.
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#8 HWH GRADE 5 SELF-ORILLIN6
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SHIM
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SHIM SPACE
TWO INSTALLATION ANCHORS (SEE
INSTALL NOTES 7-9, SHEET 1) REQUIRED
THROUGH FRAME AT HEAD ADJACENT TO
MEETING STILES, TYPICAL EDGE
DISTANCE AND EMBEDMENT REQUIRED.
EXCLUDES UNITS < 36" X 48"
SEE GLAZING DETAIL
.INTERIOR
VERTICAL SECTION
HEAD • METAL FRAME SUBSTRATE
NAIL FIN
[NA,lL FIN/FLANGE IS REVERSIBLE,
EORIENTATION DIFFERENCE
N DETAIL A AND B
SEE GLAZING DETAIL
EXTERIOR
INTERIOR-
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CAULK BETWEEN
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WOOD BUCK
ZX WOOD BUCK
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48 PAN HEAD WOOD SCREW
CAULK BETWEEN
INSTALLATION ANCHOR
CONCRETE/MASONRY 6 2X
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WOOD BUCK BY OTHERS
EMBEDMENT
CONCRETE/MASONRY
BY OTHERS
VERTICAL SECTION
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-�{ 3/4" MIN. EDGE
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EXTERIOR -ELK BETWEEN
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EXTERIOR FINISH BY OTHERS
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CAULK ONE (1) #8 SCREW, PER CLIP,
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WOOD BUCK BY OTHERS 3/4" MIN, EDGE
CONCRETE/MASONRY DISTANCE
BY OTHERS TWO (2) #8 WOOD SCREW
2X WOOD BUCK BY OTHERS INSTALLATION ANCHORS PER CLIP
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EXTERIOR FINISH
BY OTHERS 1 1/2" MIN.
PERIMETER SEALANT EMBEDMENT
O.A. WINDOW BY OTHERS
c 1/4" MAX.
HEIGHT SHIM SPACE
TWO INSTALLATION ANCHORS (SEE
1 INSTALL NOTES 7_g,
EXTERIOR SHEET 1). REQUIRED
`
INTERIOR THROUGH FRAME AT HEAD ADJACENT TO
-- MEETING STILES, TYPICAL EDGE
SEE GLAZING DETAIL DISTANCE AND EMBEDMENT REQUIRED.
EXCLUDES UNITS 1 36" X 48"
O,A, WINDOW
HEIGHT
A VERTICAL SECTION
® HEAD 2X WOOD BUCK
INSTALLATION CLIP
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 BETWEEN
CONCRETE/MASONRY 31X
WOOD BUCK BY OTHERS
CONCRETE/MASONRY BY OTHERS -
SEE GLAZING DETAIL
1 INTERIOR
CONTINUOUS y" BEAD OF
® a SILICONE ALONG ENTIRE SILL
I 1/4" MAX.
® SHIM SPACE
1 1/4" MIN.
EMBEDMENT
1
2" MIN. EDGE
DISTANCE
VERTICAL SECTION
SILL' 1X WOOD ON tONtRETE/MASONRY
INSTALLATION CLIP
TWO (2) 3/16." ITW TAPCON
INSTALLATION ANCHORS
INSTALLATION CLIP ANCHOR REQUIREMENTS,
WOOD SUBSTRATE-
1 -1 USE TWO *8 PAN HEAD WOOD
INROW NE OF PREbRILLED
HOLE SHOWN BELOW, CLIP,
METAL SUBSTRATE- USE TWO #8 HWH SMS ANCHORS PER. CLIP, IN
ROW NUS µ=NE OF PREDRILLED HOLES SHOWN BELOW,
CONCRETE/MASONRY: USE TWO %6" ITW TAPCON ANCHORS, WITH
_ N A C OR AC D IN ROW NUMBER ONE AND ONE ANCHOR PLACED
N ROW NU --TWO OF PREDRI� HOLE5 SHOWN BELOW,
ANCHORS MUST BE PLACED DIAGONALLY ACROSS THE CLIP
1.500" I g Ih O O O
2L 31 " O O o 0.625"
1.287° j 2 3
INSTALLATION CLIP DETAIL
1 1/4" MIN.
EMBEDMENT
1/4." MAX.
SHIM SPACE
2" MIN. EDGE = ';
DISTANCE
I
TWO (2) 3/16" ITW TAPCON
INSTALLATION ANCHORS
ONE (1) #8 SCREW, PER CLIP, • •,,
FROM CLIP TO WINDOW FRAME
CONCRETE/MASONRY
BY OTHERS °
PERIMETER SEALANT
BY OTHERS
EXTERIOR FINISH
BY OTHERS
O.A.'WINDOW
HORIZONTAL SECTION
8 JAMB-CONCRETE/MASONRY
INSTALLATION CLIP
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9 ACTIVE/PASSNE MEETING STILE
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EXTERIOR
(ryHORIZONTAL SECTION
9 ACTIVE/STATIONARY MEETING STILE
GLAZING DETAIL
GLAZING DETAIL
INTERIOR
WOOD TRIM
jj INTERIOR
WOOD TRIM
EJ SILL FRAME
---- EI HEAD/JAMB FRAME
ALTERNATE EJ FRAME
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3/4" O.A. INSULATED
GLASS
EXTERIOR
IN`OR
SILICONE \
BACK BEDDING
SASS
BITE
GLAZING DETAIL
NOTE;
GLASS TYPE AND THICKNESS SHALL
COMPLY WITH ASTM E1300.04
GLASS CHART REQUIREMENTS.
1.350"
0II-1q]
1.175" — --
.462"
1.294" —rjEj
ACTIVE SASH MEETING STILE
REINFORCEMENT DETAIL
PASSIVE/STATIONARYSASH. MEETING
STILE REINFORCEMENT DETAIL
SASH REINFORCEMENT
REQUIREMENTS
SIZE
REINFORCING
UNIT HEIGHTS
_ 54°
REQUIRES STEEL REINFORCEMENT IN
ACTIVE AND PASSIVE OR
STATIONARY
SASH MEETING STILES
UNIT HEIGHT, 54"
NOT REQUIRED
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