HomeMy WebLinkAbout1008 Coquina LnCITY OF SANFORDvy
BUILDING & FIRE PREVENTION
fib ' PERMIT APPLICATIONIt
Application No:
Documented Construction Value: $ / Z y A@—'-
Job Address: % b O C-4) h.,-t 1—t -- Historic District: es El No El
Parcel ID: 3 3 c1 -3 o SZI p000 a' O Residential Commercial
Type of Work: New Addition El Alteration El Repair El Demo 0 Change of Use El Move
Description of Work: _ `'Itie n I c [ .G 10
PI"'ieview Contact Person: Title:
Phones;: k Fax: Email:
n 1
4 c-
Property Owner Information r a:
Name r - 14 S 01^' { V ry Phone: 7 1OAM N 2
Street`: .t7, Mt L. `q s- y s Resident of property? :
Ci y tate Zip:
Contractor Information
aNa .
G Ct .,y,•.-,.,u„ -. ..11:gr' OBI -" - 0 3 ' 'i5 ZPhone:
Street: iT 12,i '1 (1 1
ii
Fax: a!e:J-']O `"q(; L)
City, State Zip: ol( 1 •r.G I • Z `7 State License No.: L6-C IS-0 8-Li
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 constructioninthisjurisdiction. 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: 5t1 Edition (2014) Florida Building Code
Revised: June 30, 2015 Permit Application #
V*
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 etitities such as water
management districts, state agencies, or federal agencies. i ttri
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.
CA `J
Signature of Owner/Agent Date Si ontractor/Agent Date c;.• of c• "o=
Q
Print Owner/Agent's Name
Signature of Notary -State of Florida Date
ANNETTE'SCOTT
Notary Public - State of Florida
c My Comm Expires Jan 16, 2018
1r
CI '7 1'C
bulwea lhiwo, National bot"Assn.
Owner/Agent is Personally Known to Me or Co
Produced ID Type of ID Produced ID Type of ID
BELOW IS FOR OFFICE USE ONLY
ito
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
Flood Zone:
of Stories:
Plumbing - # of Fixtures
of Heads Fire Alarm Permit: Yes No
APPROVALS: ZONING: ---- Zg ,UTILITIES:
ENGINEERING:
COMMENTS:
FIRE:
WASTE WATER:
BUILDING: x 4. C. • (L
Revised: June 30, 2015 Permit Application
T
THIS INSTRUMENT PREPARED BY: Ftllf-a"v /5
Name:
Address: O 10, P .v L els,
NOTICE OF
r,,
COMMENCEMENT
u
W — Permit Number: 1 q
Parcel ID Number: 33 / !P 30 —<.)--/ 0000 673S 0
11111111111111111111111111111111fill fill MARYANNE
MORSEr SEMINOLE COUNTY CLERK,
OF CIRCUIT COURT & COMPTROLLER BK. -
8664 Ps 409 (1Pss) CLERK'
S 2016035897 RECORDED
04/07/2016 11:15.11l AM RECORDING
FEES $10.00 RECORDED
BY hdevore 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 available B/ _
7 2.
GENERAL DESCRIPTION OF IMPROVEMENT: burm,
D0y> P' I-Ine c AIEIYIF_ 3.
OWNER INFORMATION OR LESSEE INFORMATION IF THE LESSEE CONTRACTED FOR THE IMPROVEMENT: „ A Name
and address: Interest
in property: Fee
Simple Title Holder (if other than owner listed above) Name: 4.
CONTRACTOR: Is Address: /
0,9, 5.
SURETY (If applicable, a copy of the payment bond is attached): Phone
Number: Yo? 3 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. „11 0.
In addition, Owner designates Phone
Number: of
to
receive a copy of the Lienor's Notice as provided in Section 713.13(1 xb), 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. G
Signature
of Owner or Lessee, or Owners or Lessee's Authorized
Officer/DireclorlPartner/Manager) I,
I e V 5-tx- Pnnt
Namatory's Title/Off ) e andProvideSignStateof
f // County of < w, , The foregoing
instrument vyps acknowledged before me this ffK day of 20 by Name
of
person making statement who has
produced identification P type of identification produced: GREGORY POPP
o`` "'4o
MY COMMISSION #FF033099 EXPIRES: JUL
02, 2017 W Bonded
through 1st Slate insurance APR or,
Z0 i Who its
personally known tome OR SEMINO t,.
ccul
I
Lowes Home Centers LLC
Permit & License Administration
PO Box 781993
Orlando, FL 32878 —1993
Bus. 407-832-8085
Fax. 407-393-9151
Limited Power of Attorney
Date: N ?xI It,
To: Building Department
From: Peter Anthony Cafaro III
0
I hereby name and appoint Linda Kruckenberg Larry Kruckenberg or Felicia Moyer a permit service for
Lowe's, to be my lawful attorney in fact to act f6r me to register my license and apply to
gar'for a _ + I permit for work to be
performed at a location described as:
Address of Job)
Co
Owner of Property)
And to sign my name and do all things necessary to this appointment.
Thank
Anthony Cafaro III
License Qualifier
s's Home Centers LLC.
1508417
1326824
to and subscribec
No.public -
My commission expires
20%.
1r Y'tI Y Y "r Y"Y YY'`t YW le"v Y
Notary Public State of Florida ,
Kad M Riccaboni
My Commission EE 174164
or w Expires 0512812016
ll h •%^.k N r . i .A A..^ A. R hJh,
REQUIRED INSPECTION SEQUENCE
Il
BP# /
BUILDING PERMIT
Min Max .Ins eetion Description
Footer / Setback
Stemwall
Foundation / Form Board Survey
Slab / Mono Slab Pre our
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 Roof
Final Stucco / Siding
Insulation Final
Final Utility Building
Final 'Door
oe Final Window
Final Screen Room
Final Pool Screen Enclosure
Mobile Home Building Final
Pre -Demo
Final Demo
Final Single Family Residence
Final Building (Other)
REVISED: June 2014
Address:
i ' EUECTRICAI`PERNITT
Min Inspection Description
gElect
ric-ndergroundU
Slab Steel Bondc
Roughwer FinalcFinal
J IMECHANICA7,{PERM1T
1ILMinImaxI11111gnp.`f;, n-,
min I Max
Mechanical Rou€
Mechanical Final
Gas Unde
Gas Roug
Gas Final
SCPA Parcel View: 33-19-30-521-0000-0330 Pagel of 2
Davki,iorrtiso,CT a Property Record Card
Q Parcel: 33-19-30-521-0000-0330
Owner: FERGUSON NATHANIEL A & PATRICIA A
S J+1uvOilECOI[Tv,FI ORI Property Address: 1008 COQUINA LN SANFORD, FL 32771
Legal Description
LOT 33
GREYSTONE PHASE 2
PB 68 PGS 81 - E7
Taxes
Sales -- --- - —
Find Comparable Sales within this Subdivision
Land - - - - -
Method Fron ge Depth Units
1
Units Prke - Land Value
30,000.00 $30,000
Building Intonation
Description
Year Built
Flxtu Base Arca Tool SF Living SFTEA Wall Adj ValueFRepl Value Appendages Actual/Effective Taxing
Authority Assessment Value Exempt Values Taxable Improved
SPECIAL
SPECIAL WARRANTY DEED - S/1/2006 06260 -- 1831;z58,90o Yes II WARRANTY
DEED -- 12/1/2005 — 06054 1253--;1,0%,200 NoVacant Value
County
General Fund _-- -_--- +-------;106,
199 106,
199 55,000 51,199 Schools
30,000 City
Sanford S]
WM(Salnt]ohnsWaterManagement)- 106,
199 106,
199 55,
000 SS,
000 51,
199 51,
199 County
Bonds 106,199 SS,000 Description
Date Book Page Amount Qualmed Vac/Imp WARRANTY
DEED 1/1/2012 07699 0731 118,000 Yes http://
www. scpafl. org/ParceIDetailInfo. aspx?PID=33193052100000330 3/ 19/2016
01 6
S ililll OLE COUNTY
Ftcvum,s NATot Oim—E
Product Approval Form
Address /ddB (QOZ/ /0/7- ZAl Permit #
BUILDING DIVISION
Product approval information can be obtained at the following sources: http://www.floridabuilding.org
http://www.miamidade.gov/buildingcode OR directly from the manufacturer.
The following information must be available on the jobsite for inspections:
I. This entire product approval form, stamped as "Reviewed" by Seminole County Plans Examiner.
2. A copy of the manufacturer's installation details and requirements for each product.
TYPE
Fill in blank for others) MANUFACTURER MODEL # / SERIES
OO
I FLORIDA APPROVAL #
INCLUDE DECIMAL)
IF APPLICABLE
MIAMI / DADE
N.O.A.
SWINGING
SLIDING EC o A 50 l u,eer Es/>'c FL /8
11
OVERHEAD
SINGLE HUNG ECa ORrbPATTOry
WINDOWS
A . Cu, 1 COO, /
DOUBLE HUNG
HORIZONTAL SLIDING
CASEMENT Cn LaRPoP J>Io Y 35p/4n S!/ TC /60 5
FIXED
SKYLIGHT
MULLION ELL/ R 02 1r 27iY 3--oA& Clc..fL Q i• $- y 3,
i
ALUMINUM
SOFFIT
VINYL
SHINGLES
ROOFING
METAL
TILE
SINGLE PLY
OTHER COMPONENTS
SIDING
1101 EAST FIRST STREET SANFORD FL 32771-1468 PHONE (407) 665-7050 FAX (407) 665-7486
F
http://www.scpafl.org/footprint.aspx?PID=33193052100000330
RECORD COPY
POT
i
3R%71
1 1"' V%
D0—
30
1
REVIEWED FOR COD COMPLJANCE
I
X,
PTS EXAMINER
DATE 39 3 3jx
4 OPF
BAS
dSANFORDBUILDINGDIVISION
k PERMIT 196UED SHALL BE CONSTRUED TO BE
ICENSE TO PROCEED WITH THE WORK AND NOT S
AUTHORITY TO VIOLATE, CANCEL, ALTER OR SE
ASIDE ANY OF THE PROVISIONS OF THE TECHNIC L
ODES, NOR SHALL ISSUANCE OF A PERMIT PRE
THE BUILDING OFFICIAL FROM THEREAFTER
1F_OUIRING A CORRECTION OF ERRORS IN PLAN,
7ONSTRUCTION OR VIOLATIONS OF THIS COD ..1 3)V j
21 GRF
19
3
p-DING
SANFORp
OFPAR
69
loft #1 6 ' .
03/10/2016 04:42 PM
i
Florida Building Code Online Page 1 of 4
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SCIS Home Log In User Registration Hot Topics Submit Surcharge Stets S Facts
Business;,,, ` .
LAI) Professional USProductaPubliApproval
product Aooroval Menu > PrcouQ cr AuolKaUon Search > Aoolicahon List > Application Detail
FL # FL14189-113
Application Type Affirmation
Code Version 2014
Application Status Approved
Comments
Arch Ived
9.50
liiLE.r'i 4t.a: rmy;.n,y .air ,rq;`"h.,,.-'
Publlcations FBC Staff SCIS Site Map Unks Search
Product Manufacturer Pella Corporation
Address/Phone/Email 102 Main St.
Pella, IA 50219
641) 621-6096
pellaproductapproval@pella.com
Authorized Signature Joe Hayden Sandi Robinson
pellaproductapprova1@pella.com
Technical Representative Joseph Hayden
Address/Phone/Emall 102 Main Street
Pella, IA 50219
641)621-6096
jahayden@pella.com
Quality Assurance Representative Pat Bortscheller
Address/Phone/Email 102 Main Street
Pella, IA 50219
641) 621-1000
P]Bortscheller@pella.com
Category Exterior Doors
Subcategory Sliding Exterior Door Assemblies
Compliance Method Certification Mark or Listing
Certification Agency
r Window and Door Manufacturers Association
Validated By Terrence E. Lunn, PE t
Validation Checklist - Hardcopy Received
Referenced Standard and Year (of Standard) Standard Yaar
AAMA/WDMA/CSA 101/I.S.2/A440-08 2008
ASTM E1886-05 2005
ASTM E1996-09 2009
Equivalence of Product Standards
Certified By
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://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQWtDgsKhgA... 2/25/2016
Florida Building Code Online Page l of 4
Documentation from approved Evaluation or Validation Entity
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
FL x Model, Number or Name
14189.1 1350 SERIES
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: Yes
Design Pressure: +50/-50
Other: Glass & glazing shall be as specified In the attached
IG or non-IG glazing detail. These doors are Impact rated to
Wind Zone 4 Missile Level D.
14189.2 1 350 SERIES
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: Yes
Design Pressure: +50/-50
Other: Glass & glazing shall be as specified in the attached
IG or non-IG glazing detail. These doors are Impact rated to
Wind Zone 4 Missile Level D.
14189.3 350 SERIES
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: Yes
Design Pressure: +50/-50
Other. Glass & glazing shall be as specified in the attached
IG or non-IG glazing detail. These doors are Impact rated to
Wind Zone 4 Missile Level D.
14189.4 1 350 SERIES
Yes No N/A
Method 1 Option A
01/29/2015
01/29/2015
02/03/2015
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: Yes
Design Pressure: +50/-50
Other: Glass & glazing shall be as specified In the attached
IG or non-IG glazing detail. These doors are Impact rated to
Wind Zone 4 Missile Level D.
Description
HURRICANESHIELD VINYL SLIDING DOOR - OXXO (146- X
95.5")
Certification Agency CertHicate
FL14189 R3 C CAC 411-H-1120 09 pdf
Quality Assurance Contract Expiration Date
08/17/2018
Installation Instructions
FL141$9 R3 I Drawlnq 1721.p4f
FL14189 R3 II Glazing Details for FL14389 pdf
Verified By: Warren W. Schaefer, P.E. 44135
Created by Independent Third Party: Yes
Evaluation Reports
1`1-14189 R3 AE Drawlnq 1721. fdf
Created by Independent Third Party: Yes
HURRICANESHIELD VINYL SLIDING DOOR - OXO (146- X
95.5")
Certification Agency Certificate
FL14189 R3 C CAC 411-1-1-1 mio.pdf
Quality Assurance Contract Expiration Date
08/17/2018
Installation Instructions
FL14189 R3 II Drawing 1721.0df
FL14289 R3 II GlazingDetails for FL141II9.odf
Verified By: Warren W. Schaefer P.E. 44135
Created by Independent Third Party: Yes
Evaluation Reports
FL14189 R3 PE Drawing 1721.0dF
Created by Independent Third Party: Yes
HURRICANESHIELD VINYL SLIDING DOOR - OX / XO (95.5"
X 95.5-)
Certification Agency Certificate
FL14189 R3 C CAC 411-H-13.20 10 wtth wDA1A Letter.odf
Quality Assurance Contract Expiration Date
08/17/2018
Installation Instructions
FL14189 R3 II Drawtnq 1721.pdf
FL14189 R3 II Glazing Details for FL34189.pdf
Verified By: Warren W. Schaefer, P.E. 44135
Created by Independent Third Party: Yes
Evaluation Reports
FL34189 R3 AE Drawlnq 1721 pgf
Created by Independent Third Party: Yes
HURRICANESHIELD VINYL TRANSOM / SIDELIGHT - O
50.75" X 95.5")
Certification Agency Certificate
FI 141e9 R3 C CAC 411-H-1120 10 with WQMA Letter pdf
Quality Assurance Contract Expiration Date
08/17/2018
Installation Instructions
FL14189- R3 TI Drawlnq 17211_pdf
fL34189 R3 11 Glazing Details for FL14109.odf
Verified By: Warren W. Schaefer, P.E. 44135
Created by Independent Third Party: Yes
Evaluation Reports
FL14189 g3 AE Drawtnq 17'1 odf
Created by Independent Third Party: Yes
https: //www. floridabuilding. org/pr/pr_app_dtl. aspx?param=wGE VXQwtDgsKhgA... 2/25/2016
1. ALL FASTENERS SHALL BE N ACCORDANCE WITH THESE DRAWINGS, SPECIFIED ANCHOR
EMBED TO BASE MAIERAL SHALL BE ECfOND WALL FINISH OR STUCCO,
2. OPENINGS. BUCKING k SUCIONG FASTENERS MUST BE PROPERLY DESIGNED !'"STALLED
TO TRANSFER WIND LOWS TO THE STRUCTURE
D. THESE LARGE MISSILE IMPACT RATED ODOR SYSTEM IWAUATDNS ARE IN ACCORDANCE
WRO1 AND MEET THE REDIIRENQITS OF THE FLORA WkDNG CODE (FBC)
4, ALL ANCHORS SECURING DOOR HIAAW TO PRESSURE TREATED BACKS OR WOOD FRAMING
SHALL RE CAPABLE OF RESSTIMG CORROSION CAUSED M' THE PRESSURE TREATING CHEMICALS
IN THE WOOD
5 MATERIAL% INCLUDING BUT NOT LIAM TO STEEL WREMS. THAT COME INTO CONTACT W M
OTHER D651MI AR MATERIALS SHALL MEET THE REOUROIEHrs OF FLORIDA BULDNG CODE
CHLwTER 20
L TO THE REST OF OUR KNOWLEDGE, THE DOORS SHOWN BOON ARE CERTFHED k QUALITY
ASSURED By A FLORIDA STATE APPRDIIED CERDFIMTION/M ENTITY k SHNI WE LAiETED N
ACCORDANCE NRH THE FBC AND THE /N-3 FLORIDA BULDW COMMISSION SPECIFICATIONS.
DOOR ASSEMDLY 6 NOT PART OF THIS DRAWING AND SHALL RE IN ACCORDANCE WITH THE
MANUFACTURER'S QLALDY ASSURANCE SPECIFICATIONS k TESTING REPORTS
7. CERTIFICATION OF THESE DOOR INSTALLATIONS SHALL BE CONSIDERED VOID F ANY OF THE
FOLLDYANG APPLY- 1) Do ARE INSTALLED WRHIOUT A BUILDING PERMIT FROM THE APPlCABLE
LOCAL WILDING DEPARWEM 2) IF INEY ARE INSTALLED BY ANYONE OTHER THAN A
SEDLICENCONTRACOR DPERIUKED WITH DOOR INSTALLATIONS 3) IF CHANCES HAVE OCCURED
TO THE PRODUCT'S CERTIFICATION ENRTYS COMFICAIE MAT CAUSE THESE INSTALLATIONS
TO BE NCORREV OR NCONSLSTDR WITH WHAT HAS BEEN TESTED R
THE LEAST DESIGN PRE59AE SPECIFIED EITHER IN THIS DRAWING OR IN THE PRODUCTS CERTIFICATION
SHALL CONIROL FOR THE INSTALLED DOOR P.
THESE DRAWINGS CERTIFY THE DOOR INSFALUTDN ONLY. WATER PROOFING OF THE INSTALLED
DOORS IS NOT PART OF TH M INSTALLATION CETTBYATIOH THAT RESPOHSIBLLRV SHALL
BE THAT OF THE MANWTURER k/OR INSTALLER SEE
SECTIONS Al & A2 FOR
INSTALLATION OF REINFORCEMENT
CLIPS. CLIPS
ARE TO BE POSITIONED
5" TO 8" OFF CENTERLINE
OF MEETING AND
INTERLOCK STILES. INSTALLATION
EVALUATION 6 BASED ON A'PLICABLE ACWA 51WMDS AND/OP, INFORMATION
k RESIATS FROM APPLICABLE IFSI REPORTS. THE FLORIDA WALING COCE
VERSION rAHSIDFAED IYITH THE EVAWITION WAS THAT IN FORCE AT THE TIME M
THE EVALADON W THE MINT OF CODE VEMW CHANCES/UPDATES ON IN THE
EVENT THAT NEW OR ADDITIONAL TESTING IS COMPLETED ON THE RREDFNCED PRODUCT,
PRIOR TO STATING, CODE COMPLIANCE WITH THE STATE, E MANUFACTURER SHALLCONFIRMWITHTHENSTAUATIDNLYALATIONIDONEERdFTHERECORDTHATTHEINSTALLATIONS
SPECIFIED HERE —IN ARE CURRENT WITH THE THEN CURRENT TESTING. CODE
AND APPLICABLE STANDARDS. FRAME
ANCHOR REQUIREMENTS TABLE FRAME &
REINFORCEMENT CLIP SCREWS OPENING
TYPE z)FRAME TO OPENING FASTENER TYPE MINIMUM MINIMUM SUBSTRATE)
EMBED EDGE DIST MIN.
2X6 WOOD FRAME OR BUCK MIN.
GR. 3 & G=0 55) NO 10 SMS OR WOOD SCREW 1 1/4' 3/4' MIN.
18 GA. 33 KSI METAL STUD N0. 10 GR. 5 SELF TAP/DRILL SCREW FULL 1/2" MIN
1/8' THK A36 STEEL NO 10 GR. 5 SELF TAP DRILL SCREW FULL 1/2' MIN.
1/8" THK 6063-T5 ALUM. I N0, 10 GR 5 SELF TAP DRILL SCREW FULL 1/2' MIN.
C-90 CMU OR 2500 PSI CONCRETE 1)1/4' CONCRETE SCREW FOR FRAME 1 1/4" 2' SCREWS;
3/16' CONCRETE SCREW 1FORREINFORCEMENTCUPSCREWS1)
CONCRETE SCREWS RICO RAMSET/RED AHEADTAPCONSORH1LTIKWK -CON (HARDENED STEEL ORES.S . 2)
ALL FRAME,SCREWS SHALL BE EITHER PAN HEAD OR HEX HEAD SCREWS. a
95
1/2" MAX. FRAME WIDTH 6'
MAX. 2
1/2' EQUAL
EQUAL EQUAL EOLIAL SPACING
SPACING SPACING SPACING 6"
MAX sr
Al
Al O
6`
MA) 1
2 OPPOSITE rB
REINFORCEMENT B 6
S
61
V)
CUP
SIMILAR
aJ
Z l0
FRAME SCREWS WHERE 10
1/: O
SHOWN.
SEE "FRAME Z
ANCHOR REQUIREMENTS w
TABLE" ON THIS SHEET FOR
REQUIREMENTS z
I^ wa
1
2 3 4 REINFORCEMENT
RE1NF0110ElENi CUP%
CLIP 6"
MA 4
a SET
SILL. IN A BED OF EXTERIOR ELEVATION: SEALANT
PER SECTION 2 PANEL DOOR Al/
5 & A2/5 (SINGLE
A CHOR ROW CONDITION) OX-
CONI ION SHOWN, 7(0' COND3TION ALSO APPLIES) SCALE:
1/2' = V-O" ALLOWABLE
DESIGN PRESSURE ALL
CONDITIONS) MAX.
FRAME HEIGHT
IN.)
ALLOWABLE
PRESSURE POSTTNE
PSF)
NEGATIVE
PSF)
95
t 2' 50 50 83
1/2" 65 75
95 1/2" MAX. FRAME WIDTH
6" MAX.
6"
EQUAL EQUAL L L EQUAL EQUAL
SPACING SPACING SPACING SPACING
6' MAX.
62 5
6" MA;
j
1 2 OPPD4TE
2
RaWcUP66
S&U AR
rxwJo
i O
O
i FRAME SCREWS WHERE
SHOWN SEE FRAME
ANCHOR REQUIREMENTS
w
TABLE" ON SHEET 1 20 1/
M FOR REQUIREMENTS. MAX 0
On
w
N
1 2 3 4
REINFORCEN06
CUP
REWMACEWCHT
CUP
6"
a a
SET SILL IN A BED OF EXTERIOR ELEVATION:
SEALANT PER SECTION 2 PANEL DOOR
AI/5 & A2/5 (
DOUBLE ANCHOR ROW CONDITION)
OX- COWXTION SHOWM, -XO- CONOf M ALSO APPUES)
SCALE. 1/2" = V-0"
SEE SECTIONS Al & A2
FOR INSTALLATION OF
REINFORCEMENT CLIPS.
CLIPS ARE TO BE
POSITIONED 5" TO 8" OFF
CENTERLINE OF MEETING
AND INTERLOCK STILES.
C
MAX .
6" MAX
50 11/16" MAX.
FRAME WIDTH
EQUAL
SPACING
Al
6" MAX.
6" MA
w
6
cam
TEO cho
0 S.
x0
w
3
C3wti
o
wo o
p a
FRAME SCREWS WHERE
SHOWN SEE "FRAME
ANCHOR REQUIREMENTS
TABLE" ON SHEET 1
FOR REQUIREMENTS.
6" MA
SET SILL IN A BED OF
d '
SEALANT PER SECTION EXTERIOR ELEVATION:
AI/5 & A2/5 SINGLE FIXED PANEL DOOR
SINGLE & DOUBLE ROW ANCHOR CONDITIONS)
SCALE: 1/2" - V-0"
QIQIMR NOM AT HEAD h SILL OF A FIXED
PANEL DOOR UNIT, ONLY 1 ROW OF ANCHORS
IS REQUIRED EVEN WHEN 2 ROWS EXIST AT THE
SIDES.
z
WNO
C O
Z
if
0 ZaN
wC,
a
Qom;' •"
fn
O
I w
hsti -rH`dO,
V`
r, 172
lTEET NO. rit111 [}Illl4
2 of 6
145 7/8' MAX. FRAME WIDTH
2 I/2" 2 1/2'
6" EQUAL EQUAL EQUAL EWAL EQUAL EQUAL 6'
MAX. SPACING SPACING SPACING SPACING SPACING SPACING MAX.
WLAR
A Al Al
L
BI
6
io
w J
w
o
wa
w
1 2 0
REINFORCEMENT BT
CLF
0 X 0
FRAME SCREWS WHERE
SHOWN. SEE 'FRAME
ANCHOR REQUIREMENTS
TABLE' ON SHEET 1
FOR REQUIREMENTS
1 2 3 4 1 2
RENFORCEMENT
C P /
RENiDRCEYENT
cup
REN101 MENT
SET SILL IN A 6ED OF EXTERIOR ELEVATION:
SEALANT PER SECTION
At/5 & A2/5 3 PANEL DOOR
SINGLE ANCHOR ROW CONDITION)
Y CONDI710N SLIDING LEFT IS SHOWN, 'X' CONDITION SLIDING RIGHT ALSO APPLIES)
SCALE: 1/2" = 1'-0'
6' MAX.
10 1/2"
MAX. O.C.
6" MAX.-
145 7/8" MAX. FRAME WIDTH
6" 6•
6" EQUAL EQUAL EQUAL EQUAL EQUAL EQUAL 6'
MAX. SPACING SPACING SPACING SPACING SPACING SPACING MAX.
SNRIAII
A' A2 A2
5 5
Cr
N
o
W J
W
N
i
t 2 ovrosrTE
REINFCLIP EM
2
CEP
0 X 0
FRAME SCREWS WHERE
SHOWN SEE 'FRAME
ANCHOR REQUIREMENTS
TABLE" ON SHEET I
FOR REQUIREMENTS
1 2- 3 4 1 2
REINFORCEMENT RERiDRCEMENf
Cl1P
REINFORCEMENI
CLIP i,
SET SILL IN A BEO OF EXTERIOR ELEVATION:
SEALANT PER SECTION
A1/5 & A2/5 3 PANEL DOOR
DOUBLE ANCHOR ROW CONDITION)
Y CONDRION SLIDING LEFT IS SHOWN, Y CONDITION SLDNG MIT ALSO APPLIES)
SCALE- 1/2' = 1'-0"
SEE SECTIONS Al & A2
FOR INSTALLATION OF
REINFORCEMENT CLIPS.
CLIPS ARE TO BE
POSITIONED 5" TO 8" OFF
CENTERLINE OF MEETING
AND INTERLOCK STILES.
6MAX. T
20
1/2' MAX.
0 C 6'
MAX. V
t*) u •,L• JC FFtftll111
Z
F
Cj6i w$ I
a
0
of
6
145 7/8" MAX. FRAME WIDTH
2 1/2' 2 1/2' 2 1/2'
6' 6
MAX
MAX
yMnu+ sMUR
Al Al Al Al
55
BI
6
w
P
W Zxo
W
m
w
s
oa
1 2
OPP
REWRAK ANT
81
CLIP
0 X Y
FRAME SCREWS
WHERE SHOWN.
SEE 'FRAME
ANCHOR
REQUIREMENTS
TABLE" ON
SHEET 1 FOR
REQUIREMENTS.
1 2 3 4 1 2
REIKORfE4ENT
CUP KWORCCLIP j
RF]NiORCEl1IXf
CLIP
SET SILL IN A EXTERIOR ELEVATION:
BED OF 4 PANEL DOOR
SEALANT PER
SECTION AI/5 (SINGLE ANCHOR ROW CONDITION)
A2/5 SCALE, 1/2' = V-O'
6' MAX.
1 2"
MAX. O.0
6' MAX
145 7/8
A2
T_ 5
MAX. FRAME WIDTH
6' 6"
6"
VULAR yMw+
MAX.
A2 A2
5
6" MAX.
j
i 2
RD OMEMENT
OPPOSITE.
2
CUP
0 X X 0
FRAME SCREWS
WHERE SHOWN
SEE "FRAME
ANCHOR
REQUIREMENTS
TABLE' ON
SHEET 1 FOR
REQUIREMENTS.
1 2 3 4 1 2
pE]NFORCEIA:M
CUP
RONEptLE11FM
LUP j
REO$ORCE11ENT
CUP j
SET SILL IN A EXTERIOR ELEVATION:
BED OF 4 PANEL DOOR
SEALANT PER
SECTION AI/5 (DOUBLE ANCHOR ROW CONDITION)
A2/5 SCALE: 1/2' = t'-O'
SEE SECTIONS Al & A2
FOR INSTALLATION OF
REINFORCEMENT CLIPS.
CLIPS ARE TO BE
POSITIONED 5" TO 8" OFF
CENTERLINE OF MEETING
AND INTERLOCK STILES.
T-IIUF
oc
a
mMir
20 1/2' j
MAX. O.0 N
6* MAX
sc') o:=
O Z _
rrr.R N ." fi
r!ilOf
c ttit
F E 1f Ltt
tl
0
T NO
OF
SUBSTRATE BY OTHERS PER
FRAME ANCHOR /
REWIREMENTS TABLE'
It
SEALANT BY- -'
OTHERS QQ Q
CP
EXTERIOR
BONDED WASHER OR'
SEALANT REQUIRED AT
EACH SILL FASTENER
LOCATION.
REIKORC£lffirf
CUP
REINFORCEMENT CLIP SCREWS PER
FRAME ANCHOR REQUIREMENTS 2 1/2' —
TABLE' (4 PER CLIP) SUBSTRATE BY OTHERS PER 'FRAME
MIN.
ANCHOR REQUIREMENTS TABLE' .
FRAME SCREW
PER ELEVATION
1/4' MAX, SHIM ,
FAT EACH ANCHOR
1 T SEALANT BY n
I OTHERS QctJ o
SEAL SPACE Lt
O WITH LOW
EXPANSION
MENuRCEt FOAM AROUND
ap
PERIMETER OF
02 DOOR FRAME
roRCOADff
CI.
NO. 6 X 5/8' S S.
EXTERIORSNSSCREWS (: PER —
u REINFORCEMENT CUP)
x
IEJ
BONDED WASHER OR -
SEALANT REQUIRED AT
FACH SILL FASTENER
LOCATION
FRAME SCREWS
PER ELEVATION
1/4' MAX. SHIM
AT EACH ANCHOR
SEAL SPACE
WITH LOW
EXPANSION
FOAM AROUND
PERIMETER OF
DOOR FRAME
INSTALLATION NOTE- WHILE NOT
SHOWN, THE DOOR FRAME
EXTRUSIONS CAN BE SUPPLIED
WITH A FLANGE OR NAIL FIN
TYPICALLY USED TO SEAL THE
FRAME PERIMETER TO THE OUTER
EDGE OF THE BUCK, USE OF
THE FLANGE OR NAIL FIN IS
ACCEPTABLE PROVIDING THE
ANCHOR CONDITIONS SHOWN.ARE
UNCHANGED.
SCREW PLUG NOTE, SCREW
PLUGS ARE TO BE PLACED IN
ALL VISIBLE HOLES.
SEALANT BY
OTHERS
L°
u
U— SEALANT BY L o
OTHERS
O I
MAX-
GROSHIMOR SHIM OR GROUT t ill1l(iti,
BY i41"1"• OTHERS PIER
FRAME ANCHOR
REQUIREMENTS
SET SILL IN A
REINFORCEMENT CLIP
FRAME/SILL SCREWS PER 'FRAME
SCREW PER
OTH ERSATEPER
FRAME ANCHOR
REQUIREMENTS 2 1/2"
FRAME/SILL SCREW
PER ELEVATION
c
U ;44 o r s' v>
TABLE'
CONTINUOUS BED OF
SEALANT
ANCHOR
ELEVATKN TABLE' N'
a4 d
7REQUIREMENTSSETSILLINAiw wi a
REINFORCEMENT CUP
SECTION Al TABLE' (2 PER CUP) CONTINUOUS BED SECTION A2 i 1:1
SCREWS PER 'FRAME
SCALE 1/2 FULL
CONDITION)
5
SCALE: 1/2 FULL 5 ti : 'cy``s
f.iC a " ANCHOR SINGLE ANCHOR ROW DOUBLE ANCHOR ROW CONDITION)
REQUIREMENTS SEE SECTION Al/5 FOR REINFORCEMENT CUPS
aillf• TABLE' (4 PER CUP) THEIR REQUIREMENTS)
III
wo
S 0 §§
3 or gs
o7 < g
EnN J
a
IL
OF
1/4' SHIM AT FRAME WIDTH
EACH ANCHOR
SEAL SPACE WITH LOW
1
EXPANSION FOAM AROUND
FRAME SCREW LJ PERIMETER OF DOOR FRAME
PER ELEVATION
SUBSTRATE BY
OTHERS PER
FRAME ANCHOR
REQUIREMENTS
TABLE'
CONTINUOUS WOOD MEMBER
LESS IN THICKNESS THAN A
2X_ BUCK TO BE MIN 5 1/2'
DEEP (NOT REQUIRED WHEN
SHIM SPACE IS WITHIN
ALLOWABLE DIMENSIONS SHOWN
IN SECTIONS).
SEALANT *D-01ERS
EXTERIOR
EXTERIOR
1_
SECTION BI
SEALANT BY SCALE 1/2 FULL 6
OTHERS
1/4' SHIM AT _
EACH ANCHOR
FRAME SCREW
2 1/2' PER ELEVATION
MIN
SUBSTRATE BY
OTHERS PER
FRAME ANCHOR
REQUIREMENTS
TABLE'
FRAME WIDTH
SEAL SPACE WITH LOW
EXPANSION FOAM AROUND
PERIMETER OF DOOR FRAME
EXTERIUR
SECTION B2
SEALANT BY SCALE; 1/2 FULL 6
OTHERS
2 i/2 4.740 ANCHOR
uIN. FRAME SCREW PER ELEVATION
do "FRAME ANCHOR
I
LOCAT
4.500 ANCHOR 0.713REQUIREMENTSTABLE"
LOCATIONS
SUBSTRATE Bf OTHERS OPER 'FRAME ANCHOR
REQUIREMENTS TABLE' 2 003
r ,.
oss
REINFORCEMENT CLIP SCREWS
PER 'FRAME ANCHOR
1000 1 4' SPOT
WELDS 1 0 060
REQUIREMENTS TABLE' (4 PER
CLIP PART #1; 2 PER CLIP
PART /3). SEE SECTION
CLIPR+
301 STAINLESS STEEL307STANLESS STEEL
Al/5 FOR PART #3 AT SILL 4500
NO. 6 X 5/8" S.S
SMS SCREWS (2 PER 1.040 7f E REINFORCEMENT CLIP) III—
0 679J
O PANEL ocesneCEIAENT CLIP 0.0660
301 STAINLESS STEEL
HEAD SECTION SHOWN, SILL k SIDES ARE INSTALLED THE SAME
EXCEPT THERE ARE NO CUPS AT THE SIDES)
FOR DETAIL NOT SHOWN, SEE OTHER SECTIONS)
DOUBLE ROW OF FRAME ANCHORS SHOWN. SINGLE
ROW CONDITION ALSO APPLIES)
O3 FRAME REINFORCEI" CLIP 0 O60
301 STAINLESS STEEL
4 500 -
pz— 2110
0.539 lu
O PANEL RMFORCL- CUP 0.060
301 STAINLESS STEEL
833kia J
f
or G
y1. 0 •., 7 Dj
ef(;
F
PELLA CORPORATION
102 MAIN STREET
PELLA, IA 50219
641-621-1000
350 SERIES PREMINUM VINYL IMPACT SLIDING GLASS DOOR
15/32" LAMINATED GLASS (3/16" AN./
0.09 DUPONT SG/3/16" AN.)
HENKEL PERFECT GLAZE "H"
HOT MELT POLYURETHANE
BACKBEDDING (1/2" MIN.
im-'-_CGLASS SURFACE BOND)
13/16" MIN. BITE
EXTERIOR
SETTING BLOCK
AS REQ'D
TYPICAL GLAZING DETAIL
NON-I.G. CONDITION)
SHEET 1 OF 2
PELLA CORPORATION'
102 MAIN STREET
PELLA, IA 50219
641-621-1000
350 SERIES PREMINUM VINYL IMPACT SLIDING GLASS DOOR
13/16" MIN. BITE
EXTERIOR
SETTING BLOCK
AS REQ'D
1" I.G. LAMINATED GLASS
3/16" TEMP. EXTERIOR;
3/8" SPACER; 3/16" AN./0.09
DUPONT SG/3/16 AN. INTERIOR)
HENKEL PERFECT GLAZE "H"
HOT MELT POLYURETHANE
BACKBEDDING (1/2- MIN.
GLASS SURFACE BOND)
TYPICAL GLAZING DETAIL
I.G. CONDiTION)
SHEEP 2 OF 2
i 1u11ua 13uu1u111g it-oue unnne
V-;.
a.i, k k,y„,'F:`r'•`r'"v:k'.•:._- ..
Il'4,:r•'iF•.a^`"' L
Y. ; • ;'.,',, ; ,j BCIS Home Log In User Reglstratron Hot Toplu Submit Surcharge Smtr a FactsSusiness',t,
Professional ;usad"ubi"raro"''
u1i Icf
pow mi-mommm erodu<t Aooroval Menu > £induct or Aoni caaon Search > ADDIrcaticil I nr > Appllatlon Detail
FL
x_i..,.?,s -3i.;. FL16000-R2
Application Type Revision
Code Version 2014
Application Status Approved
Comments
Archived
Pagel of 3
14
Publications FBC Staff i SCIS Site Map Llnlrr Search
Approved by DBPR. Approvals by DBPR shall be reviewed and ratified
by the POC and/or the Commission If necessary.
Product Manufacturer Pella Corporation
Address/Phone/Emall 102 Main St.
Pella, IA 50219
641) 621-6096
pellaproductapproval@pella.com
Authorized Signature on Hoogland
shoogiand@pella.com
Technical Representative Joseph Hayden
Address/Phone/Emall 102 Main Street
Pella, 1A 50219
641) 621-6096
jahayden@pelia.com
Quality Assurance Representative Pat Bortscheller
Address/Phone/Email 102 Main Street
Pella, IA 50219
641) 621-1000
P]Bortscheller@pella.com
Category Windows
Subcategory Single Hung
Compliance Method Certification Mark or Listing
Certlflcatlon Agency Window and Door Manufacturers Association
Validated By Charles A. Pagen P. E., Ph. D. Fenestration Technology
Validation Checklist - Hardcopy Received
ROOrenced Standard and Year (of Standard) Standard Year
AAMA/WDMA/CSA 101/I.S.2/A440 2008
ASTM E-1886 2005
ASTM E-1996 2009
Equivalence of Product Standards
Certified By
https://www.floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDgtFPmdY... 2/7/2016
Florida Building Code Online Page 2 of 3
Product Approval Method Method 1 Option A
Date Submitted 04/02/2015
Date Validated 04/05/2015
Date Pending FBC Approval
Date Approved 04/06/2015
FL # Model, Number or Name Description
16000.1 350 Series HurrlcaneShleld Vinyl 52.25" x 77.25"; Unequal Vent
Single Hung Window
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: Yes
Design Pressure: +60/-65
Other: 1)Rated up to Missile D, Wlndzone 4; 2)Conforms to
ASTM E3300-09; 3)Frame Type shall be Fin, ]-channel, 4.5"
Block, or Flange; 4) Largest Splits shall be: Vent Equal 52.25
x 65.5, Vent Contemporary, 52.2 5 x75, Vent Cottage 52.25
x 55.375
Certification Agency Certificate
FL16000 R2 C CAC 411-H-1424-03-04 odf
FL16000 R2 C CAC 411-1-1-1424-36-37.odf
Quality Assurance Contract Expiration Date
06/12/2020
Installation Instructions
FL16000 R2 II PELL0030 Revi SH FBC.PDF
Verified By: Robert J. Amoruso 49752
Created by Independent Third Party: Yes
Evaluation Reports
FL1.000 R2 AE PER 2133 Revi Pella_c 350H,f Created
by Independent Third Party: Yes 16000.
2 350 Series HurrlcaneShleld Vinyl 44" x 78" Vent Equal Single
Hung Window Limits
of Use Certification Agency Certificate Approved
for use in HVHZ: No FL16000 R2 C CAC 411-H-1424-08-09, dfdf Approved
for use outside HVHZ: Yes FL16000 R2 C CAC 411-H-1424-38-39 odf Impact
Resistant: Yes Quality Assurance Contract Expiration Date Design
Pressure: +60/-65 06/13/2020 Other:
1)Rated up to Missile D, Wlndzone 4; 2)Conforms to Installation Instructions ASTM
E1300-09; 3)Frame Type shall be Fin, 3-channel, 4.5" FL16000 R2 1I PELL0030 Revi SH FBC.PDF Block,
or Flange; 4) Largest Vent Contemporary or Vent Verified By: Robert J. Amoruso 49752 Cottage
shall be 44" x 65.75" Created by Independent Third Party: Yes Evaluation
Reports FL16000
R2 AE PER 2133 Revl Pella rries3SOSH ss pdf Created
by Independent Third Party: Yes T
16000.3 350 Series HurrlcaneShleld Vinyl 41" x 84" Vent Equal Single
Hung Window Limits
of Use Certification Agency Certificate Approved
for use in HVHZ: No EL16000 R2 C CAC 411-H-1424-13 14.odf Approved
for use outside HVHZ: Yes FL16000 R2 C CAC 411-H=1424-42-43pddf Impact
Resistant: Yes Quality Assurance Contract Expiration Date Design
Pressuret +60/-65 06/13/2020 Other.
1)Rated up to Missile D, Wlndzone 4; 2)Conforms to Installation Instructions ASTM
E1300-09; 3)Frame Type shall be Fin, 3-channel, 4.5" FL16000 R2 II PELL0030 Rev1 SH FBC.PDF Block,
or Flange; 4) Largest Vent Contemporary or Vent Verified By: Robert ]. Amoruso 49752 Cottage
shall be 41" x 70.75" Created by Independent Third Party: Yes Evaluation
Reports FL16000
R2 AE PER 2133 ReV1 Pella5er1es350SH ss.odf Created
by Independent Third Party: Yes 16000.
4 350 Series HurrlcaneShleld Vinyl Single
Hung Window Limits
of Use Approved
for use in HVHZ: No Approved
for use outside HVHZ: Yes Impact
Resistant: Yes Design
Pressure: +80/-85 Other.
1)Rated up to Missile D, Wlndzone 4; 2)Conforms to ASTM
E3300-09; 3)Frame Type shall be Fin, ]-channel, 4.5" Block,
or Flange; 4) Largest Vent Contemporary or Vent Cottage
shall be 36" x 60.375" 36"
x 71.5" Vent Equal Certification
Agency Certificate FL16000
A2 C CAC 411-H-1424-18-19.df FL16000
R2 C CAC 411-H-1424-40-41.odf Quality
Assurance Contract Expiration Date 06/
13/2020 Installation
Instructions FL16000
R2 II PELL0030 Revi SH FBC.PDF Verified
By: Robert 3. Amoruso 49752 Created
by Independent Third Party: Yes Evaluation
Reports FL16000
R2 AE PER 2133 ReVl PellaSerlg,1150SH ss.odf Created
by Independent Third Party: Yes Back
Next https: //
www. floridabuilding. org/pr/pr_app_dtl. aspx?param=wGEVXQwtDgtFPmdY... 2/7/2016
PELLA CORPORATION
SERIES 350 4-1/2" VINYL SINGLE HUNG WINDOW - IMPACT
INSTALLATION ANCHORAGE DETAILS
GENERAL NOTES:
1. THIS PRODUCT HAS BEEN TESTED, EVALUATED AND DESIGNED TO THE CURRENT EDITION OF THE FLORIDA BUILDING CODE - BUILDING AND RESIDENTIAL VOLUMES TO THE DESIGN PRESSURES) STATED HEREIN IN ACCORDANCE WITH THE FOLLOWINGPERFORMANCESTANDARDS
1.1. AA MAANDMAACSA 101A.52JA44009.
1.2 ASTM E1636-05.
1.3. ASTM E199"9 TO WIND ZONE 4, MISSILE LEVEL D.
2. THE PRODUCT DETAILS CONTAINED HEREIN ARE BASED UPON SIGNED AND SEALED TEST REPORT AND ASSOCIATEDLABORATORYSTAMPEDDRAWINGSASCERTIFIEDBYWDMAANDDOCUMENTEDINTHEIRHALLMARKCERTIFICATEOFCONFORMANCEANDLICENSE(CCL).
3 THIS PRODUCT EVALUATION DOCUMENT IS NOT FOR USE IN THE HIGH VELOCITY HURRICANE ZONE (HVHZ).
4. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE / MASONRY, 2X FRAMING AND METAL FRAMING SUBSTRATES AS AMADIWINDFORCERESISTINGSYSTEMCAPABLEOFWITHSTANDINGANDTRANSFERRINGAPPLIEDPRODUCTLOADSTOTHEFOUNDATIONISTHERESPONSIBILITYOFTHELICENSEDPROFESSIONALENGINEERORREGISTEREDARCHITECTACTINGASTHEDESIGNPROFESSIONALOFRECORDFORTHEPROJECTOFINSTALLATION
S.1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THESTRUCTURE. BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE LICENSED PROFESSIONAL ENGINEER ORREGISTEREDARCHITECTACTINGASTHEDESIGNPROFESSIONALOFRECORDFORTHEPROJECTOFINSTALLATION.
6. WHEN INSTALLED IN LOCATIONS WHERE WINDBORNE DEBRIS PROTECTION REQUIREMENTS EXIST, THIS PRODUCT DOES NOTREQUIREUSEOFANIMPACTPROTECTIVESYSTEM.
7 SITE CONDITIONS NOT COVERED IN THIS PRODUCT EVALUATION DOCUMENT ARE SUBJECT TO ADDITIONAL ENGINEERINGANALYSISBYALICENSEDPROFESSIONALENGINEERORREGISTEREDARCHITECT.
S. BOUNDING BOX DIMENSIONS FOR GEOMETRIC FIXED WINDOW SHAPES MUST BE EQUAL TO OR LESS THAN RECTANGULARDIMENSIONSSHOWNHEREIN.
9 WINDOW FRAME MATERIAL VINYL(PVC)
10. GLASS MEETS THE REQUIREMENTS OFASTM E130009a,
11. DE61GNATIONS 7L' AND'0' STAND FOR THE FOLLOWING (AS APPLICABLE)
11.1. X OPERABLE LITE. SASH OR PANEL
11.2. O FIXED LITE, SASH OR PANEL
12. THE LEAST DESIGN PRESSURE SPECIFIED EITHER IN THIS DRAWING OR ON THE PRODUCTS CERTIFICATION SHALLCONTROLFORTHEINSTALLEDWINDOWASSEMBLY,
13. THESE DRAWINGS CERTIFY THE WINDOW INSTALLATION ONLY. WATER PROOFING OF THE INSTALLED WINDOWS NOTPARTOFTHISINSTALLATIONCERTIFICATION. THAT RESPONSIBILITY SHALL BE THAT OF THE MANUFACTURER AND/OR THEINSTALLER.
SEE SHEET 3 FOR DESIGN
PRESSURES.
INSTALLATION NOTES:
I. PRODUCT ANCHORS SHALL BE AS DESIGNATED AND LOCATED AS SHOWN IN THIS PRODUCTEVALUATIONDOCUMENTANCHOREMBEDMENTANDEDGEDISTANCEEXCLUDEWALLFINISHES, INCLUDING BUT NOT LIMITED TO STUCCO, FOAM, BRICK VENEER AND SIDING.
2 SEE INSTALLATION ANCHOR SCHEDULE ON SHEET 2 FOR TYPE AND GRADE OF ANCHOR,
AND/OR MANUFACTURER'S ANCHOR SPECIZTIO S INCLUDING MINIMUM NOMINAL SIZE, MINIMUM EMBEDMENT INTO SUBSTRATE AND MINMUM EDGE DISTANCES.
21. EDGE DISTANCES SHALL BE MEASURED FROM CENTERLINE OFANCHOR TO EDGE OFSTRUCTURALSUBSTRATEEITHERTOTHEINTERIOROREXTERIOROFTHEFENESTRATIONPRODUCT.
2.2 MINIMUM EMBEDMENT SHALL BE BASED ON PENETRATION INTO MAIN WIND FORCERESISTINGSYSTEMSUBSTRATE.
3. SEE SHEETS 5, 6 and 7 FOR SPECIFIC ANCHOR INSTALLATION DETAILS.
4 ONE(1) INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN.
S THE NUMBER OF INSTALLATION ANCHORS S BASED ON THE MAXIMUM END DISTANCE (ED) ANDTHEMAXIMUMONCENTERCOCJSPACINGPLACEMENTOFANCHORSINACCORDANCEWITHTHETABLESONSHEET3. END DISTANCES AND O.C. SPACINGS LESS THAN THAT SHOWN IN THETABLESONSHEET3AREACCEPTABLE
1 1 SEE ADDITIONAL NOTES ON SHEET 3.
6 MAXIMUM ALLOWABLE SHIM THICKNESS S 1/4 INCH. SHIM WHERE SPACE OF 11161NCH ORGREATEROCCURS. SHIMS) SHALL BE CONSTRUCTED OF WOOD COMPOSITE, HIC 1 DENSITYPLASTICORSIMILARLOADBEARINGMATERIAL
6.1. FOR BLOCK, FIN A FLANGE FRAME INSTALLATIONS, SHIM AS REQUIRED AT EACHINSTALLATIONANCHOR,
7 FOR CONCRETE BLOCK APPLICATIONS DO NOT INSTALL INSTALLATION ANCHORS INTO MORTARJOINTS.
S. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR
MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED INSUBSTRATESWITHSTRENGTHSLESSTHANTHEMINIMUMSTRENGTHSPECIFIEDINTHENSTALLATNJNANCHORSCHEDULEONSHEET2.
TABLE OF CONTENTS
SHEET SHEET DESCRIPTION
1 GENERAL NOTES, INSTALLATION NOTES S TABLE OF
CONTENTS
2
ANCHOR SCHEDULE
3
INSTALLATION REQUIREMENTS AND DP CHART
4
ELEVATION L ANCHOR LAYOUTS
6-7
INSTALLATION SECTIONS _
6
BILL OF MATERIALS AND GLAZING DETAIL
9 COMPONENT SECTIONS
m?W
wN JyH
Zs =
J
W ZgSash
ROO J. A, .E.
P-W. P.E. N..49152
SERIES 350 SINGLE HUNG WINDOW INSTALLATION REQUIREMENTS
HEADANDSILL JAMBS ABOVE MEETING RAIL JAMBS BELOW MEETING RAIL
Quantity oftltY
Centerto Quantity of
Center to Center Quantity of
Center to CenterSite
Design Pressure
Substrate
Installation
End
Sparing AI IPSF) Type Ce Ater Anchors at
SAbove
Anchors at
SBelowpacing mbscomersHeadAnchorsllSpadngJambsAbove
MRAbove
Jambs Below
Below MRRHead16SillMR * MR •
521/4" x 771/4" 60/-65 Wood/Concrete Glp or Thru
6 4 13.42" 5 8.625" CMU/Metal'• Frame 4 7.583"
521/4"x75" 60/-65 Wood/Concrete Clip orThru-
6' 4 13.42" 4CMU/Metal'• Frame 11.0" 3 11.0'
521/4"x64" 60/-65 Wood/Concrete Clip orThru-
6°
CMU/Metal •` Frame
4 13.42" 3 11.0" 3 11.0
44" x 78" 60/ 65 Wood/Concrete Clip or Thru-
6" 3 16" CMU/Metal i" Frame 4 9.67" 4 9.67'
44" x 64" 1+60/ 65 Wood/Concrete Clip or Thru- 6
3 16" CMU/Metal •° Frame 3 11.0" 3 41"
x 84" 60/ -65 Wood/Concrete dip orThru- 6
CMU/Metal *' Frame 3
14.5" 4 10.7" 4 10.7" 41"
x 64" 60/ -65 Wood/Concrete Clip orThru- 6
CMU/Metal'" Frame 3
14.5" 3 11.0" 3 ILO" 36"
x711/2" 80/-85 Wood/Concrete Clip orThru- 6
3 ill, CMU/Metal'# Frame 4 8.6" 4 8.6" 36"
x 64" 80/-85 Wood/Concrete Clip or Thru- 6
CMU/
Metal •• Frame 3
12 3 11.0" 3 11.0" 24"
x 71 1/2" 80/-85 Wood/Concrete Clip orThru- G.
2 12" CMU/Metal •• Frame 3
12 9" 3 12.9" 24"
x 64" 80/ -85 Wood/Concrete Clip orThru- 2
12" CMU/Metal'• Frame 3 11.0" 3 11.0" FIRST
ANCHOR ADJACENT TO MEETI NG RAIL LOCATED 4" ABOVE AND BELOW MEETING RAIL. END ANCHOR ON JAMB AT HEAD AND SILL LOCATED 6" FROM END. CENTER -TO -CENTER PACING
AS SHOWN. METAL
SUBSTRATES INCLUDE THE FOLLOWING: a)
20 GAUGE (0.0346" MIN. THK.) STEEL INCLUDING STEEL STUDS, ASTM A-653 STEEL, 33 KSI YIELD STRENGTH STEELOR BETTER b)
1/8" MIN. THK. ASTM A-36 STEEL, 36 KSI YIELD STRENGTH STEEL OR BETTER c)
0.060" MIN. THK. 6063-TS ALUMINUM OR BETTER un1'
Fc II"
M"J. A.w 'PE. d&
A. W 41752 SERIES
750 SMciLE HUNG WINDOW INSTALLATION REOUIREWENTS 49752 1
THIS TABLE LISTS THE FOLLOWING INFORMATION. I.S. MAXIMUM WINDOW SCES (W x H) TESTED WITH A SELECTION OF 1 1.1. DESIGN PRESSURE (PSF). DOWNSQED WINDOW SI7ES (W x H) AVAILABLE (SEE NOTE 3). b • 4 l
1.
2 END DISTANCE (ED) OF ANCHORS AT FRAME ENDS AS DIMENSIONED ON ELEVATION DRAWINGS. 2. ANCHOR QUANTITIES AND SPACINGS SHOWN ARE BASED ON ANCHOR 9 BTATE OiF' 1.3. MAXIMUM O.C. (ON CENTER) SPACING FOR ANCHORS BETWEEN THE FRAME END ANCHORS SPACING USED IN TESTING OR REQUIRED BY LOADING AT DESIGN PRESSURE, +,.0,•.•a 4 DIMENSIONEDONELEVATIONDRAWINGS. 3. FOR WINDOW SIZES SMALLER THAN THOSE SHOWN, ANCHOR QUANTITIES y E` •• O R 1 Q.• 1.4: QUANTITY OF ANCHORS BASED ON MEETMG THE O.0 SPACING REQUIREMENTS. CAN BE REDUCED WHILE MAINTAINING EDGE DISTANCE AND O.C. SPACING NU
T
6"
MAX. UNIT WIDTH SEE
TABLE SHEEP 3 —
6" MAX. 6' MAX. —
A
9
MAX.
B c
E 5 6
9
C D
6a 7
j
x
T-
6" MAX.
1
INSTALLATION ANCHOR
SEE TABLE SHEET 2
FOR SCHEDULE AND AND
TABLE SHEET 3 FOR MAX.
O.C. SPACING.
MAX. UNIT
HEIGHT SEE
TABLE
SHEET 3
SERIES 350 VINYL SINGLE HUNG WINDOW
EXTERIOR VIEW
BOX FRAME SHOWN, FLANGE AND FIN FRAMES ALSO APPROVED
w
w
P
J
S^ CL
R.b.A 1.A . ,PE
R.16 r E.Me.uaz
It
MIN. EDGE DIST. n 3SUBSWTEVARIES. INSTALLATION ANCHOR VARIES. SEE ANCHOR INSTALLATION ANCHOR MIN. EDGE DIST. g
SEE ANCHOR SCHEDULE VARIES. SEE ANCHOR SCHEDULE SHEET 2 SUBSIRAE VARIES. VARIES. SEE ANCHOR VARIES, SEE ANCHOR
SHEET 2 SCHEDULE SHEET 2 SEE ANCHOR SCHEDULE SCHEDULE SHEET 2 SCHEDULE SHEET 2 v
SHEET 2
APPLY EXTERIOR U Fo
APPLY EXTERIOR
MIN. EMBED.
VARIES. SEE ANCHOR
SEALANT ACCORDING
TO MANUFACTURERS
MIN, EMBED.
VARIES,
W
a
ooH
k
SEALANT SCHEDULE INSTRUCTION
SEE ANCHOR
SCHEDULE xa aACCORDINGTO2
MANUFACTURER'S
SHEETx
ly—
T`r' INSTRUCTION
1/4' _____-'
SHIM SEEM
aINSTALLATIONCUPINSTALLATIONCUP
2 APPLY INTERIOR
SEALANT ACCORDING TO
2 TERIORCCSEkANACCORDING TO
EXTERIOR MANUFACTURER'S INSTRUCTION EXTERIOR C RS MSTRUCTION
T 4 CUP TH RROUGH` lTUP F0 ES
SCREWS PER
14 2) 8 x 1 /x TAPPING SCREWS
17
INTERIOR SEE C AMMNG s
CUP THROUGH P LES17
INTERIOR
DETAIL SHEET a "
STALLATION CROSS SECTION
DETAIL SHEET 8
B'VNSTALLATION CROSS SECTION lo h z
t
5 BUJ( IRAI M. CLIP INa-1'.UTATION 5 I'DN IIL 14't CIJr fNSTAilA7TWN
yN
T$,AD SHOWN. SILT, AND IAAJR s1MLAR HRAD SAnWA ML AND JAMB ct MAL
edoas Z r
IL .*nld
MIN. EDGE DIST.
SUBSTRATE VARIES. INSTAUATION ANCHOR VARIES. SEE ANCHOR
ANCHOR SCHEDULE VARIES. SEE ANCHOR SCHEDULE SHEET 2SCHEDULESEE
SHEET 2 SCHEDULE SHEET 2 v
W
APPLY EXTERIOR 117 h
SEALANT ACCORDING
MIN. EMBED. TO MANUFACTURER'S VARIES. SEE ANCHORINSTRUCTIONSCHEDULE
SHEET 2
SHIM
INSTALLATION CUP
2 APPLY INTERIOR.r+..uJsx
SEALANT ACCORDING TO
EXTERIOR MANUFACTURER'S INSTRUCTION NypMEg A
2) 8 x 1/2' TAPPING SCREWS kPSV GE1W 74
T PER CUP THROUGH CLIP HOLES 4O1 49762
SEE 9 INTERIOR
DETAIL SHEETING i11
B STALLATION CROSS SECTION z9 i STATE OF
T PLANGE FRAW, CLIP INSTALLATION
0••'
04:
r+So': HEAD SHOWN, SILL AND JAMB SWR AR 0 R 1 •yak
INSTALLATION ANCFIOIt
INSTALLATION ANCHOR
VARIES. SEE ANCHOR v+
2X WOOD SUBSTRATE
VARIES. SEE ANCHOR
SCHEDULE SHEET 2.
SHOWN. ALSO APPLICABLE MIN. EMBED.
2X WOOD SUBSTRATE SCHEDULE SHEEP
SHOWN. ALSO APPLICABLE WIN. EMBED.
SEE ANCHOR
A
TO STEEL. OR ALUMINUM
VARIES. SEE ANCHOR
SCHEDULE SHEET 2
TO STEEL OR ALUMINUM
SUBSIR/RE SEE ANCHOR
SCHEDULE SCHEDULE SHEET 2
HORSUBSTRATE. SEE
SCHEDULE SHHEET 2- INSTALLATION CUP SCHEDULE SHEET 2. INSTALLATION CUP ak
WMIN. EDGE DIST.
APPLY EXTERIOR
SEALANT ACCORDING
MIN. EDGE DIST.
VARIES. SEE ANCHOR O
A
VARIES ANCHOR TO MANUFACTURER'S SCHEDULE 0 g
APPLY EXTERIOR
SEAuwT
2 INSTRUCTION SHEET 2
AccoRaNc To
MANUFACTURER'S
INSTRUCTION
1 4• AMX.
1/4" MAX.
SHIM
SHIM n n Fi n
2 APPLY INTERIOR 2 APPLY INTERIOR
SEALANT ACCORDING TO
o p
EXTERIOR
SEALANT ACCORDING
INN EXTERIOR MANUFACTURER'S INSTRUCTION
2) /8 x 942 TAPING SCREWS 2) #8 x 1/2' TAPPING SCREWS
PER CUP THROUGH CUP HOLES
14 PER CUP Tj{ROUGH CLIP HORS 14
1T
D
77 INTERIOR SEE GLAZING 9 INTERIOR Q Z
DETAIL SHEET 8 DEEM SHEET 8 a sZ519l r
INSTALLATION CROSS SECTION C INSTALLATION CROSS SECTION
NS Box FRA31F, BENT (Iry INSrALLATION
HEAD SHOWN, SEA, AND JAkM SmID.AR
6 PIN FRAYR1, BENT CLIP DNSTALLA ROH
IM 1D SIMWN, SIlI. AND JAMB SIMLAR g d rjlyYSie!V
INSTALLATION ANCHOR A m rs2XWOODSUBSTRATE
SHOWN. ALSO APPLICABLE
VARIES. SEE ArLcaioR
SCHEDULE SHEET MIANN EMBED
M a
STEEL UM
ES. SEE ANCHOR
CHOR SCHEDULE SHEET 2 49VLLII`
L
6YS'
TUO
BSTRATE.
DALUMINUM
SCHEDULE SHEET 2. INSTALLATION CUP
C
APPLY EXTERIOR MIN. EDGE DIST.
SEALANT ACCORDING VARIES. SEE ANCHOR
TO MANUFACTURER'S SCHEDULE
INSTRUCTION SHEEP 2
1/4" MAX 2
SHE INTERIORXTERIOR J,A E
H..427rFN..nnzF1.4
2 APPLY INTERIOR 14
SEALANT ACCORDING TO 17 ppquo.q A,
I1IIES '•r
EXTERIOR MANUFACTURER'S INSTRUCTION oENB ,G W;e x 1/2' TAPPING SCREWS
CUP THROUGH CUP HOLES
DETAIL SH EETN8
C ALTERNATE INSTALLATION
0, fQ`re
Q. 4e762 •;aI4
SEE GLAZING 9
17
INTERIOR
a CROSS SECTION
EOXF ANBSHOWN
1 j°r
I I`
J. DETAIL SHEET 8
C INSTALLATION CROSS SECTION
U.SO APPL.ICASL8 TO MN AM BANG" PMWI
AL.TSIWATEBENTCUP INSTALLAMN r o :. STATE OF J. 6
T
c9,,r,
4s n q M1gdGa?1
HEAD
SHOWN AND JAWS 5rmaARN see OTHn SECTIONS Ir)DETAILS
INSTALLATION ANCHOR MIN. EDGE DIST.
SUBSTRATE VARIES. VARIES • SEE ANCHOR VARIES. SEE ANCHOR
SEE ANCHOR SCHEDULE SCHEDULE SHEET 2 SCHEDULE SHEET 2
SHEET 2
MIN. EMBED.
APPLY EXTERIOR VARIES. SEE ANCHOR
SEALANT SCHEDULEAACCORDINGSNNUFACTURER'
INSTRUCTION
1 /4' MAX.
SHIM
2 APPLY INTERIOR
SEALANT ACCORDING TO
EXTERIOR MANUFACTURER'S INSTRUCTION
14 INTERIOR
n
SEE GLAZING 9
DETAIL SHEET a
DSTALLATION CROSS SECTION
7 RCIX FRAIIE, TM MRU ARAME INSTALLATION
HEAD SHOWN, SILL AND JAMB SM IU AR
INSTALLATION ANCHOR
VARIES. SEE ANCHOR
SCHEDULE SHEET 2
SUBSTRATE VARIES.
SEE ANCHOR SCHEDULE
SHEET 2
APPLY EXTERIOR
SEALANT ACCORDING
TO MANUFACTURER'S
INSTRUCTION i
EXTERIOR
INSTALLATION ANCHOR
VARIES. SEE ANCHOR
SCHEDULE SHEET 2
SUBSTRATE VARIES,
SEE ANCHOR SCHEDULE
SHEET 2
APPLY EXTERIOR
SEALANT ACCORDING
TO MANUFACTURER'S
INSTRUCTION
EXTERIOR
WIN. EDGE DIST, on V
VARIES. SEE ANCHOR
SCHEDULE SHEET 2
a' w
f-
W OF
MI. EMBED.
00VARIES, SEES ANCHOR
r
SCHEDULE
SHEET 2
a c
Q
1/4' MAX.
SHIM b
APPLY INTERIOR
SEALANT ACCORDING TO
3
MANUFACTURER'S INSTRUCTION
g h
INTERIOR Y
SEE GLAZING("?)—
DETAIL SHEEP eD STALLATION CROSS SECTION
FIN FRAI It, THAU FRAMP. INSTALLATTON
READ SHOWN, SILL AND J,+MB SIMIIAR
MIN. EDGE DIST.
VARIES. SEE ANCHOR
SCHEDULE SHEET 2
MIN. EMBED.
VARIES, SEE ANCHOR
SCHEDULE
SHEET 2
1/4- MAX.
SHIM
APPLY INTERIOR
SEALANT ACCORDING TO
MANUFACTURER'S INSTRUCTION
INTERIOR
SEE GLAZING
DETAIL SHEET 8
QINSTALLATION CROSS SECTION
FLANGE FRAA H, TMIJ FRAME INSTALLATLON
HEAD SHOVIN. SILL AND JAMB SMULAR
m Rz
INF
zzg
B t,
81 R
A-6-4 J. Am ,Fl
RuW P.E u. 40752
BILL OF MATERIALS
ITEM NO. DESCRIPTION QTY
I FRAME SILL 1
2 FRAME HEAD 1
3 FRAME JAMB, LEFT AND RIGHT I EA.
4 FILLER BAR, FIXED SASH TOP AND
STILES
3
5 MEETING RAIL 1
6 INTERLOCK RAIL 1
7 BOTTOM RAIL, FLUSH OR INTEGRATED 1
E SASH STILE, LEFT OR RIGHT 1 EA.
B
1" LAMINATED IG ASSEMBLY (DUPONT
BUTACITE PVB) 11V ANNEALED * LAMI
SEE GLAZING DETAIL 1)
2
10 1" GLAZING BEAD, OPERABLE BOTTOM
RAIL, WITH WEEPS
1
11 1' GLAZING BEAD, OPERABLE TOP RAIL 1
12 I'GLAZING BEAD, OPERABLE STILE 2
13 1" GLAZING BEAD, FIXED BOTTOM SASH,
WITH WEEPS
1
14 1" GLAZING BEAD, FIXED TOP SASH 1
15 1" GLAZING BEAD, FIXED SASH STILE 2
16 SETTING BLOCK AS REQ'D
17 GLAZING SEALANT 1
EXTERIOR
INTERIOR
9/16" GLASS
r BITE
POLYURETHANE REACTIVE
HOTMELT GLAZING COMPOUND@
1/8" ANNEALED
1/8" ANNEALED
0.090" PVB BUTACTTE
BY DUPONT
1/8" ANNEALED
1' O.A.
GLAZING DETAIL 1
BOX FRAME SHOWN, FL.ANGE AND FIN FRAMES STMTLAR
HEAD SHOWN, SU-L AND JAMB STMMAR
i
Sr qz
fY o
I
R.m" J. A--.. F.E.
Fbo& P,E N6.41753
AWES
Ipgltltp
40752
O4g;.y GEIYB•.; gGi
S,
y90: STATE F : to
ir Fs . C p R 10 N,
BOX FRAME HEAD
TVTTI2T(1T2
RIOR
EXTERIOR INTERIOR BOX FRAME JAMB
5 HORIZONTAL CROSS SECTION
e
BOX FRAME SHOWN, FLANGE AND FIN FRAMES
BOX FRAME INTERLOCK & MEETING RAIL
9
ALSO APPROVED
E
BOX FRAME SILL BOX FRAME SILL
FLUSH MOUNTED LIFT SECTION INTEGRATED LIFT SECTION
A VERTICAL CROSS SECTION
9 BOX FRAME SHOWN, FLANGE AND FIN
FRAMES ALSO APPROVED
INTERIOR
INSTALLATION & GLAZING DETAILS:
FOR INSTALLATION DETAILS, SEE
SHEETS 3, 4, 5,6 AND 7.
FOR GLAZING DETAILS, SEE SHEET 8.
FOR SOM, SEE SHEET B.
iR
a
Mbwl J. A-. rE
F"m P.E. M.0712
QF.- Np 49752
b
9_t STATE OF
Florida Building Code Online Pagel of 2
i SCIS Home Log In User Registration Hot Topics Submit Surcharge Slats a Facts
Busines f;:t
PProduct AppfofessibnalUSERPublicUser
roval
a ADoro ial ,riY'ai > PmLlh't of Aoo;Kehon S'rMn > Anoircatlan List > Application Detail
il;st•. t' irz)'.l"''n i1'+a lA frt w f'e'7Mri`M,o
Publications FBC Staff BCIS Site Map Links Search
FL16053-R33:• tis '
Application TypeAPPYP Revision
Code Version 2024
Application Status Approved
Approved by DBPR. Approvals by DBPR shall be reviewed and ratified
by the POC and/or the Commission If necessary.
Comments
Archived
Product Manufacturer Pella Corporation
Address/Phone/Emall 102 Main St.
Pella, IA 50219
641)622-6096
pellaproductapproval@pella.com
Authorized Signature Jon Hoagland
Jshoogiand@pelia.com
Technical Representative Joseph Hayden
Address/Phone/Email 102 Main Street
Pella, IA 50219
641) 621-6096
Jahayden@pella.com
Quality Assurance Representative Pat Bortscheller
Address/Phone/Email 102 Main Street
Pella, IA 50219
641)621-1000
PJBor @)pella.com
Category Wlndows
Subcategory Casement
Compliance Method Certification Mark or Llsting
Certification Agency Window and Door Manufacturers Association
Validated By Charles A. Pagan P. E., Ph. D. Fenestration Technology
Validation Checklist - Hardcopy Received
lWerenced Standard and Year (of Standard)
AMMA/WDMA/CSA 101/I.S.2/A440 2008
ASTM E 1886 2005
ASTM E 1996 2009
Equivalence of product Standards
Certified By
r
http: //www. floridabuilding. org/pr/pr_app_dtl. aspx?param=wGE VXQwtDgtFPmdY... 3/20/2016
P toncla Building Lode unline rage -2 of L
Product Approval Method Method 1 Option A
Date Submitted 04/02/2015
Date Validated 04/08/2015
Date Pending FBC Approval
Date Approved 04/12/2015
Summary of Prcductz
FL X I Model, Number or Name Description
16053.1 350 Series Hurrlcane5hleld Vinyl 35.5" x 71.5" with 1" PVB IG (5mm/8.6L)
Casement Window
Limits of Use
Approved for use In HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: Yes
Design Pressure: +70/-75
Certification Agency Certificate
FL16053 R3 C CAC 411-H-1416-00-0i.pdf
FL16053 R3 C CAC 411-H-1416-11-12 pdf
Quality Assurance Contrect Expiration Date
06/04/2020
Other: Rated up to Mlssle D, Windzone 4. Conforms Installation Instructions
to ASTM E1300-09 FL16053 R3 II PELL0028 Revl CM FBC PDF
Verified By: Robert 3. Amoruso 49752
Created by Independent Third Party: Yes
Evaluation Report
FL16053 R3+Fp R 213 ev1 PellaSene 350Ca-sera .Qd_f
Created by Independent Third Party: Yes
16053.2 350 Series Hurrlcane5hleld Vinyl 35.5' x 65.5" with 1" PVB IG (3mm/8.6L)
Casement Window
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: Yes
Design Pressure: +70/-75
Certification Agency Certificate
FL16053 R3 C CAC 411-H=1AL6-04 05•p f
FL'6053 R3 C CAC 411-H-1416-26- 7. df
Quality Assurance Contract Expiration Date
06/05/2020
Other. Rated up to Mlssle D, Windzone 4. Conforms Installation Instructions
to ASTM E1300-09 FL16053 R3 I1 PELL0028 Revl CM FBC PD
Verified By: Robert 3. Amoruso 49752
Created by Independent Third Party: Yes
Evaluation Reports
1`1_1b053 R3 AE PER 2134 Revl Pella Serles3,50Casement ss.pdf
Created by Independent Third Party: Yes
Bart: N1:rt
Contact Us :: 1940 North Mourne Street, Tallahassee FL 32392 Phone: 850-487-1824
The State of Florida Is an ANBO employer. Cooynoht 2007-2013 State of Florida :: Privacy Statement .: ACCe651billty Statement .: Refund Statement
Under Florida law, emell addresses are public records. If 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 950.4a7.1395. 'Pursuant to Section 455.275
1), Flonda 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
emails provided may be used for official communlcabon with the Ircensee. However email addresses are public record. If you do not wish to suppty a personaladd -se, piaeas Provda the Daparti—A with an emed address which can be made available to the public. To datwmina If you are a iiceraxa under Chapter 455, F.S.,
please click here .
Product Approval Mxapts:
N e;MP C
http://www.floridabuilding. org/pr/pi_app_dtl . aspx?param=wGEVXQwtDgtFPmdY... 3/20/2016
PELLA CORPORATION
SERIES 350 4-1/2" VINYL CASEMENT WINDOW - IMPACT
INSTALLATION ANCHORAGE DETAILS
GENEIIAL NOTES:
INSTALLATION NOTES.
1. THIS PRODUCT HAS BEEN TESTED, EVALUATED AND DESIGNED TO THE CURRENT EDITION OF THE FLORIDA BUILDING CODE. 1. PRODUCT ANCHORS SHALL BE AS DESIGNATED AND LOCATED AS SHOWN IN THIS PRODUCTBUILDINGANDRESIDENTIALVOLUMESTOTHEDESIGNPRESSURE(S) STATED HEREIN IN ACCORDANCE WITH THE FOLLOWING
PERFORMANCE STANDARDS. EVALUATION DOCUMENT. ANCHOR EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES,
I.I. AAMANVDMA/CSA 107A.57/AAIO.OS, INCLUDING BUT NOT LIMITED TO STUCCO, FOAM, BRICK VENEER AND SIDING.
1.. ASTM E1S56.05,
1.32 SEE INSTALLATION ANCHOR SCHEDULE ON SHEET 2 FOR TYPE AND GRADE OF ANCHOR, ASTME79B6-09 TO WIND ZONE 4, MISSILE LEVEL D. AND/
OR MANUFACTURER'S ANCHOR SPECIFICATIONS, INCLUDING MINIMUM NOMINAL SIZE, 2.
THE PRODUCT DETAILS CONTAINED HEREIN ARE BASED UPON SIGNED AND SEALED TEST REPORT AND ASSOCIATED MINIMUM EMBEDMENT INTO SUBSTRATE AND MINIMUM EDGE DISTANCES LABORATORY
STAMPED DRAWINGS AS CERTIFIED BY WDMA AND DOCUMENTED IN THBR HALLMARK CERTIFICATE OF 2.1. EDGE DISTANCES SHALL BE MEASURED FROM CENTERLINE OF ANCHOR TO EDGE OF CONFORRANCEANDLICENSE (CCL). STRUCT
URAL SUBSTRATE EITHER TO THE INTERIOR OR EXTERIOR OF THE FENESTRATION 3.
THIS PRODUCT EVALUATION DOCUMENT IS NOT FOR USE IN THE HIGH VELOCITY HURRICANE ZONE (HVHZ). PRODUCT. A.
ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE I MASONRY, 2X FRAMING AND METAL FRAMING SUBSTRATES AS A MAIN
WIND FORCE RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLED PRODUCT LOADS TO THE FOUNDATION
IS THE RESPONSIBILITY OF THE LICENSED PROFESSIONAL ENGINEER OR REGISTERED ARCHITECT ACTING AS THE
DESIGN PROFESSIONAL OF RECORD FOR THE PROJECT OF INSTALLATION. S.
IX 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 LICENSED PROFESSIONAL ENGINEER OR REGISTERED
ARCHITECT ACTING AS THE DESIGN PROFESSIONAL OF RECORD FOR THE PROJECT OF INSTALLATION. 6.
WHEN INSTALLED IN LOCATIONS WHERE WINDBORNE DEBRIS PROTECTION REQUIREMENTS EXIST, THIS PRODUCT DOES NOT REQUIRE
USE OF AN IMPACT PROTECTIVE SYSTEM. 7.
SITE CONDITIONS NOTCOVERED IN THIS PRODUCT EVALUATION DOCUMENT ARE SUBJECT TO ADDITIONAL ENGINEERING ANALYSIS
BY A LICENSED PROFESSIONAL ENGINEER OR REGISTERED ARCHITECT. S.
BOUNDING BOX DIMENSIONS FOR GEOMETRIC FIXED WINDOW SHAPES MUST BE EQUAL TO OR LESS THAN RECTANGULAR DIMENSIONS
SHOWN HEREIN 9.
WINDOW FRAME MATERIAL VINYL (PVC) 10.
GLASS MEETS THE REQUIREMENTS OF ASTM E13DO-090 11.
DESIGNATIONS'X' AND'0' STAND FOR THE FOLLOWING (AS APPLICABLE) 11.
1. X' OPERABLE LITE, SASH OR PANEL 11.
2 O FIXED LITE, SASH OR PANEL 12.
THE LEAST DESIGN PRESSURE SPECIFIED EITHER IN THIS DRAWING OR ON THE PRODUCTS CERTIFICATION SHALL CONTROL
FOR THE INSTALLED WINDOW ASSEMBLY. 13.
THESE DRAWINGS CERTIFY THE WINDOW INSTALLATION ONLY. WATER PROOFING OF THE INSTALLED WINDOW IS NOT PART
OF THIS INSTALLATION CERTIFICATION. THAT RESPONSIBILITY SHALL BE THAT OF THE MANUFACTURER AND/OR THE INSTALLER.
SEE
SHEET 2 FOR DESIGN PRESSURES.
22.
MINIMUM EMBEDMENT SHALL BE BASED ON PENETRATION INTO MAIN WIND FORCE RESISTING
SYSTEM SUBSTRATE 3,
SEE SHEETS 5,6 and 7 FOR SPECIFIC ANCHOR INSTALLATION DETAILS M
ONE (1) INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN. 5
THE NUMBER OF INSTALLATION ANCHORS IS BASED ON THE MAXIMUM END DISTANCE (ED) AND THE
MAXIMUM ON CENTER (O.C.) SPACING PLACEMENT OF ANCHORS IN ACCORDANCE WITH THE TABLES
ON SHEET 2. END DISTANCES AND O.C. SPACINGS LESS THAN THAT SHOWN IN THE TABLES
ON SHEET2 ARE ACCEPTABLE 5
1 SEE ADDITIONAL NOTES ON SHEET 2. 6
MAXIMUM ALLOWABLE SHIM THICKNESS IS 1/4 INCH. SHIM WHERE SPACE OF 1116 INCH OR GREATER
OCCURS SHIM(S) SHALL BE CONSTRUCTED OF WOOD COMPOSITE, HIGH DENSITY PLASTIC
OR SIMILAR LOAD BEARING MATERIAL. 6.
1. FOR BLOCK, FIN S FLANGE FRAME INSTALLATIONS, SHIM AS REQUIRED AT EACH INSTALLATION
ANCHOR. 7.
FOR CONCRETE BLOCK APPLICATIONS DO NOT INSTALL INSTALLATION ANCHORS INTO MORTAR JOINTS.
S
INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'
S INSTALLATIO14 INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES
WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED IN THE INSTALLATION
ANCHOR SCHEDULE ON SHEET 2. TABLE
OF CONTENTS SHEET
SHEET DESCRIPTION 1
GENERAL NOTES, INSTALLATION NOTES 6 TABLE OF CONTENTS
2
ANCHOR SCHEDULES AND DP CHART 3-
4 ELEVATIONS i ANCHOR LAYOUTS 5-
7 INSTALLATION SECTIONS S
BILL OF MATERIALS AND GLAZING DETAIL Q
F-
W
R.
6.6 J. Amass. AE FYni
P.E. N.. 41752 VII
L Z
C YSERIES350CASEMENTWINDOWINSTALL
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ATION REQUIREMENTS
Max. Size Tested
Design Pressure End Spacing All Quantity of Anchors Center to Center quantity of Center to CenterSubstrateInstallationTypePSF)
comers at Head &Sill Sparing Head & SIII Anchors at Jambs Spacin Jamhs351/2" x 711/2" +70/-75 Wood/Concrete/CMU/Metal' dip 4" 3 13.8" 7 10.6" 351/2" x 711/2" +70/-75 Wood/Concrete/CMU/Metal • Thru-Frame 4" 3 13.8" 6 12.7" 351/2" x 651/2" +70/-75 Wood/Concrete/CMU/Metal * Clip or Thru-Frame 4" 3 13.8" 6 11.5" METAL SUBSTRATES INCLUDE THE FOLLOWING:
a) 20 GAUGE (0.0346" MIN. THK.) STEEL INCLUDING STEEL STUDS, ASTM A-6535TEEL, 33 KSI YIELD STRENGTH STEEL OR BETTER
b)1/8" MIN. THK. ASTMA-36 STEEL, 36 KSI YIELDSTRENGTH STEEL OR BETTER
c) 0.060" MIN. THK. 6063-TSALUMINUM OR BETTER
INSTALLATION ANCHOR SCHEDULE NOTES
1. INSTALLATION ANCHOR SCHEDULEINSTALLATIONFASTENERFASTENERMANUFACTURER
TYPE HEAD TYPE SIZE SUBSTRATE AND/OR EMBEDMENT (N) EDGE DISTANCE (IN) ANCHOR CAPACITIES BASED 1.1. THIS TABLE LISTS APPROVED ANCHOR
35 1/2" MAX. FRAME WIDTH rc
33 1/2' MAX. SASH WIDTH SEE INSTALLATION e
4" MAX. REQUIREMENTS
p SHEET 2 FOR v w
4' MAX. SPACING do
C
4' MAX. TYP. QTY., TYP.
Tyul
TYP. a c~
i o E€
o
12 d
gw a
r
A
B B C SERIES
350 VINYL CASEMENT WINDOW EXTERIOR
VIEW 8 z BLOCK
FRAME Si -TOWN, FLANGE AND PIN FRAMES ALSO APPROVED o gu;
r1:0 < z c
Ov-
i4i WZ a
71
1 /2" MAX, SEE
INSTALLATION 69
1 /25"H MAX.
FRAME $ z
g
a REQUIREMENTS
SHEET 2 HEIGHT HEIGHT
S id Ea s FOR
SPACING do QTY., TYP. INSTALLATION
CUP QUANTTTY
SHOWN) & C C
tics
Nm
i gFlorYa
P.E N., J/762 4'
MAX. j j +J++S jAMES 117;
bit33rct;° 9 :
STATE OF . > INSTALLATION
ANCHOR VARIES. •'+ap 5i O R ! : {` SSEE
HEETANCHOR
SCHEDULE
4" MAX. _
TYP.
4" MAX.
if..
SERIES 350 VINYL CASEMENT WINDOW
EX*I'ERiOR VIEW
BLOCK FRAME SIiOWN, FLANGE AND FIN FRAMES ALSO APPROVED
SEE INSTALLATION
REQUIREMENTS SHEET 2
FOR SPACING
II
A QTY., TYP.
4" MAX.
f
35 1/2' MAX. FRAME WIDTH
33 1/2' MAX. SASH WIDTH -
j j
SEE INSTALLATION'
REQUIREMENTS v
SHEET 2 FOR >r
4' MAX. SPACING &
TYP.
QTf., TYP.
z
If
INSTALLATION ANCHOR VARIES.
SEE ANCHOR SCHEDULE
SHEET 2
65 1 /2" MAX.
FRAME
HEIGHT
n.n.a J. Amon -. FF.
P.M. F E 4..49752
SUBSTRATE VARIES. MIN. EDGE DIST.
INSTALLATION ANCHOR VARIES. SEE ANCHOR u' SEE ANCHOR SCHEDULE
SHEET 2
VARIES. SEE ANCHOR SCHEDULE SHEET 2 SUBSTRATE VARIES.
INSTALLATION ANCHOR
SCHEDULE SHEET 2 VARIES. SEE ANCHOR
MIN. EDGE DIST. L
VARIES. SEE ANCHORSEEANCHORSCHEDULESCHEDULESHEET2SCHEDULESHEET2 Lb
SHEET 22 v w u
MIN. EMBED. APPLY EXTERIOR H x LL
APPLY EXTERIOR VARIES. SEE ANCHOR O
SEALANT
ACCORDING TO
SCHEDULE T M WUFACTURIR'S
SHEET 2 INSTRUCTION VARIES. SEEBANCHOR w o N
MANUFACTURER'SINSTRUCTION H UZ 0.
1/4. MAX. I
2 SHIM
2 1/4' J a 4
5 INSTALLATION CUP SHIM
8 INSTALLATION CLIPAPPLYINTERIOR b
o SEALANT ACCORDING TO INTERIORAPSPEAU4Ii a C
11 o ACOORwNG 1D M LLMANUFACTURER'S INSTRUCTION
11 MANUFACNRER'S INSTRUCTION O
SEE GLAZING 2) /8 x 1/2' PH TAPPING SCREWS PER 49DETAILSHEET8CUPTHROUGHCUPHOLESSEEGLAZNG8 (2) f8 x 1/2' PH TAPPINGDETAILSHEET8
g
SCREWS PER CUP THROUGH CUP Z rn S
EXTERIOR
HOLES
INTERIOR EXTERIOR INTERIOR
r Oz
4QF Fi
F` W-, W a F KR'R'O WN - ZANSTALLATIONCROSSSECTIONQAINSTALLATIONCROSSSECTIONZ
S BLOCK ftiAlvi6, CLIP ]NSTAGLA'f10N S FIN FP AIM, C7lF 1NSI'ALIATION
HEAD SHOWN, ]AMR
Zgs°
g Y 359MARHFADSHORN. 1AWH Sl4TAR
5 I 5saixZ
MIN. EDGE DIST, 4-
SUBSTRATE VARIES. INSTALLATION ANCHOR VARIES. SEE ANCHOR
SEE ANCHOR SCHEDULE VARIES. SEE ANCHOR SCHEDULE SHEET 2 m ,f s
SHEET 2 SCHEDULE SHEET 2[#'
APPLY EXTERIOR
SEALANT ACCORDING
TO MANUFACTURER'S MIN. EMBED.'`
INSTRUCTION VARIES. SEE ANCHOR r
SCHEDULE
SHEET -
72
2
SHIM 5
INSTALLATION CUP APPLY
INTERIOR 0
SEALANT ACCORDING TO R.Wrt J. Ammu, P.E. 11
MANUFACTURER'S INSTRUCTION fib P.E. N. 4M2 DETAIGLAZING
LSHEET88 (2) #8 x 1/2' PH TAPPING fflflp
jKMES
N i
PER
CLIP THROUGH CUP q SFSV GENSF D9G i HOLESSCREW
HOLESLn
0EXTERIOR
INTERIOR 52
14-
1 AQINSTALLATION
CROSS SECTION sSTATE ''OF raw` 5 FLANGE
FRAME. CLIP INSTALLATION OR IV.-* \ls4, HEAD SHOWNM ,
JAB SMULAR i s O ... f?0
VARIES. SEE ANCHOR NONSFALLIOIANCHOR 2XWOODSUBSTRATEm` SCHEDULE SHEET
2. MIN. EMBED. 2X WOOD SUBSTRATE VARIES. SEE ANCHOR SHOWN' ALSOAPPLICABLESCHEDULESHEET2. TO STEELORALUMINUMVARIES. SEE ANCHOR SHOWN. ALSO APPLKABLE MN. EMBED. N V
SUBSTRATE SEE
ANCHOR SCHEDULE SHEET 2 TO STEEL OR ALUMINUM VARIES. SEE'ANCHOR SCHEDULE SHEET
2. INSTALLATION CUP SUBSTRATE SEE ANCHOR SCHEDULE SHEET 2 4 SCHEDULE SHEET2. INSTALLATION CUP MN. EDGE
DIST. APPLY EXTERIOR VARIES. SEEANCHORSEALANTACCORDINGMIN. EDGE DIST. It k FeS. SEEAPPLYEXTERIORSCHEDULESEALAWSHEEP2
TO MANUFACTURER'S VAPo SCHEDULE
ACCORDING
TO
INSTRUCTION SHEET
2 w O
o _
fu
o
MANUFACTURER'S
a m INSTRUCTION 2
1/
4' SHIM 2
1/S MAX. M cu 5 5
APPLY
ISEALANT
NTERIOR aG TOAPPLYINTERIORMANUFAmRER's
NNSTRUCBON To 11 SEALANT
ACCORDINGISTRUCTION
11JPINTE o
SEE
GLAZING (
2) /8 x 1/2' PH TAPPING SCREWS B SEE (2) x 1/2' PH TAPPING SCREWS 3 O
DETAIL
SHEET
E PER CUP THROUGIi CUP HOLES GLAZING a bETAIL SHEET8PERCLIP THROUGH CUP HOLES ouJ 1z, w
s g 4EXTERIORRIOREXTERIOR
INTERIOR oS r a ui NL F B INSTALLATIONENCROSS
SECTION BQINSTALLATTON CROSS SECTION rrO F g
2sW0
N f,
55w
E, 6
BLACK
FRAME,
BENT CLIP INSTALLATION 6 FWFPAW. BPNT CIIr INNTALIaTTON 1-IFAD SHOWN. )
AMB SIMILAR ILBAD SHOWN. JAMB SIMILR S-IL5:2
G INSTALLATION ANCHOR V
k o
a
2X
WOOD SUBSTRATE
ARIES. SEE ANCHOR SHOWN. ALSO APPLICABLE
SCHEDULE SHEET 2. MIN EMBED TO STEEL OR
ALUMINUM SUBSTRATE SEE ANCHOR
SCHEDULE SHEET 2.
APPLY EXTERIOR SEALANT
ACCORDING TO
MANUFACTURER'S
INSTRUCTION SEE DETAIL
VARIES.
SEE
ANCHOR
SCHEDULE SHEET 2
INSTALLATION CUP MIN.
EDGE DIST.
VARIES. SEE ANCHOR
SCHEDULE SHEET 2
1/
4' MAX.
SHIM APPLY INTERIOR
SEALANT
ACCORDING TO
MANUFACTURER'S INSTRUCTION
2) #8 x
1/2' PH TAPPING SCREWS PER CUP THROUGH
CUP HOLES EXTERIOR JU INTERIOR
BQINSTALLATION CROSS SECTION
6 FLANGE FRAME,
BENT CLIP INSTALLATION HE -AD SHOWN,
JAMB SIMILAR EXTERIOR QALTERNATE INSTALLATION
ta-
y CROSS
SECTION BLOCK HRAIIE SHOWN
ALSO APPLICABLE TO
PIN AND FLANGE FRAME) ALTERNATE BUNT' CLIP
INSTALLATION BEAD SHOWN, JAMB
SIMILAR SEE OTHER B
SECTIONS FOR DETAILS R.hd J
Am .. P.E. FIMi P.E.
N. 41752
INSTALLATION ANCHOR MIN. EDGE DIST. INSTALLATION ANCHOR MIN. EDGE DIST. VARIES. SEE ANCHOR VARIES. SEE ANCHORVARIES. SEE ANCHOR VARIES SEE ANCHORSCHEDULESHEET2SCHEDULESHEET2SCHEDULESHEET2SCHEDULESHEET2 LA
SUBSTRATE VARIES.SUBSTRATE VARIES.
SEE ANCHOR SCHEDULE z z SEE ANCHOR SCHEDULE
SHEET 2 SHEET 2
MIN. EMBED. MIN. EAIBFD. APPLY EXTERIOR VARIES. SEE ANCHOR APPLY EXTERIOR VARIES. SEE ANCHOR a A
SEALANT SCHEDULE SEALANT ACCORDING SCHEDULE W o RACCORDINGTOSHEET2TOMANUFACTURER'S SHEET 2MANUFACTURER'S INSTRUCTION 0
INSTRUCTION
2 EllIle MAX. 1/4' MAX.
SHIN
2
SHIM1455
APPLY INTERIOR APPLY INTERIOR C
0 SEALANT ACCORDING TO 0 SEALANT ACCORDING TO a
11 MANUFACTURER'S INSTRUCTION MANUFACTURER'S INSTRUCTION w LLo11
SEE GLAZINGr.",
DETAIL SHEET a\,f \ DETAIL HEETIN8 90 u
a
EXTERIOR lLj INTERIOR
C" INSTALLATION CROSS SECTION
7 / HLOCK FR,1ME, T[IRU [;RAAg TIAATALLAON
J HEAD SHOWN, JAMB SMEAR
INSTALLATION ANCHOR
VARIES. SEE ANCHOR
SCHEDULE SHEET 2
SUBSTRATE VARIES. —
SEE ANCHOR SCHEDULE
SHEET 2
APPLY EXTERIOR
SEALANT ACCORDING
TO MANUFACTURER'S
INSTRUCTION
FLUSH FLANGESHOWN
SEE GLAZING
DETAIL SHEET 8
r W m W Z <
EXTERIOR INTERIOR gw W
0 80g:
C IINSTALLATION CROSS SECTION JF
7 FIN FRAME, TI IATJ FRARIB INSTALL-ATION g = z7 6
HEAD SHOWN, JAMB STWLAR j S a 5 w Z
S y
i Q YS
MIN. EDGE DIST.
rKi
VARIES. SEE ANCHOR = s e
I SCHEDULE SHEET 2
j
MIN. EMBED.
VARIES. SEE ANCHOR
SCHEDULE
SHEET 2
1/4- MAX
SHIM
APPLY INTERIOR
SEALANT ACCORDING TO
MANUFACTURER'S INSTRUCTION
EXTERIOR I I., I jl INTERIOR
C INSTALLATION CROSS SECTION
7 FLANGE FRAME, THRU FR. INSTALLATION
HEAD SHOWN. JAMB SMIL4R
RWwd J A-0. E.
P.M. Fl, N. 49752
BILL OF MATERIALS
ITEM NO. DESCRIPTION OTY
1 FRAME SILL 1
2 FRAME HEAD 1
3 FRAME JAMB, LEFT 1
4 FRAME JAMB. RIGHT 1
5 SASH, TOP RAIL 1
6 SASH, BOTTOM RAIL 1
7 SASH, LOCK STILE 1
8 SASH, HINGE STILE 1
9
V LAMINATED IG ASSEMBLY (DUPONT
BUTACITE PVB) 118" ANNEALED + LAMI
SEE GLAZING DETAIL 1)
1
1' LAMINATED IG ASSEMBLY (DUPONT
BUTACITE PVB) 3116' ANNEALED + LAMI
SEE GLAZING DETAIL 2)
1
10 1" FIXED GLAZING BEAD, BOTTOM RAIL,
WITH WEEPS
1
11 V FIXED GLAZING BEAD, TOP RAIL 1
12 1" FIXED GLAZING BEAD, STILE 2
13 SETTING BLOCK AS REO'D
14 GLAZING SEALANT 1
r
POLYURETHANE REACTIVE
HOTMELT GLAZING COMPOUND
14
v 9/16" GLASS j
BITE
EXTERIOR INTERIOR
1/8" ANNEALED
0.090" PVB BUTACITE
1/8" ANNEALED BY DUPONT
1/8" ANNEALED
1" O.A.
GLAZING DETAIL 1
RAIL SHOWN - STILE SINM,AR
REQUIRED ON FRAME HEIGHTS < 651/2")
POLYURETHANE REACTIVE
HOTMELT GLAZING COMPOUND
14
9/16" GLASS ,
BITE
EXTERIOR INTERIOR
1/8" ANNEALED
0.090" PVB BUTACITE
3/16" ANNEALED BY DUPONT
1/8" ANNEALED
1" O.A.
GLAZING DETAIL Z
RAIL SHOWN - STILE SEWLAR
REQUIRED ON FRAME HEIGHTS > 65 1/2" TO 71 112")
Mb." J. A—, P.E.
Fl-d. P.E N. 49752
MM AM I- MIAMI-DADE COUNTY
me 11-11 PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11905 SW 26 Street, Room 208
BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599
NOTICE OF ACCEPTANCE (NOA) vnvw.minm{dade.gav/ceonomv
Pella Corporation
102 Main Street
Pella, IA 50219
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction
materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER-
Product Control Section to be used in Miami -Dade County and other areas where allowed by the Authority
Having Jurisdiction (AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control
Section (In Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right
to have this product or material tested for quality assurance purposes. If this product or material fails to
perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may
immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER
reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control
Section that this product or material fails to meet the requirements of the applicable building code.
This product is approved as described herein, and has been designed coMpIX with the Florida Building
Coda, including the High Velocity Hurricane Zone.
DESCRIPTION: Seri 350 HurricaneShield® 4Ya" Vinyl" Clipped Aluminum Mullion w/wo SS
Reinforcement - L.M.I.
APPROVAL DOCUMENT: Drawing No. PELL0033, titled "Series 350 4=1/z" Vinyl Window Mullions -
Impact", sheets 1 through 36 of 36, dated 03/04/13, with revision "B" dated 09/10/15, prepared by PTC
Product Design Group, LLC, signed and sealed by Robert J. Amoruso, P. E., bearing the Miami -Dade
County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the
Miami -Dade County Product Control Section.
MISSILE IMPACT RATING: Large and Small Missile Impact Resistant
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state,
series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted
herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been
no change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change
in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement
of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure
to comply with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dada County, Florida, and
followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is
displayed, then it shall be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its
distributors and shalt be available for inspection at the job site at the request of the Building Official.
This NOA revises NOA No. 13-0610.03 and consists of this page 1 and evidence page E-1, as well as
approval document mentioned above.
The submitted documentation was reviewed by Manuel Perez, P.E.
MaWH=rNTY
NOA No. I5- 0413,02
Expiration Date: April 17, 2019
Approval Date: October 01, 2015
G,1 4 116 Page 1
Pella Corporation
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
Submitted under previous NOA No.13-0610.03)
2. Drawing No. PELL0033, titled "Series 350 4-1/2" Vinyl Window Mullions -Impact",
sheets 1 through 36 of 36, dated 03/04/13, with revision "B" dated 09/10/15, prepared
by PTC Product Design Group, LLC, signed and sealed by Robert J. Amoroso, P. E.
B. TESTS
1. Test reports on; 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94
2) Large Missile Impact Test per FBC, TAS 201-94
3) Cyclic Wind Pressure Loading per FBC, TAS 203-94
along with marked -up drawings and installation diagram of a 350 series white PVC
fixed windows with 1" mullion, prepared by Element Materials Technology, Des
Moines, IA, Test Report No. ESPOIS035PMADE Fixed Mulled, dated 11/04/13, signed
and sealed by Jason R. Steen, P. E. (Submitted under previous NOA No. 13-0610.03)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC 5"
Edition (2014), dated 03/28/15, and revised on 09/16/15, prepared by PTC Product
Design Group, LLC, signed and sealed by Robert J. Amoroso, P. E.
D. QUALITY ASSURANCE
1. Miami -Dade Department of Regulatory and Economic Resources (RER).
E. MATERIAL CERTII+'ICATIONS
1. None.
F. STATEMENTS
1. Statement letter of conformance, complying with FBC 51' Edition (2014) and of no
financial interest, dated 03/31/15, issued by PTC Product Design Group, LLC, signed
and sealed by Robert J. Amoruso, P. E.
2. Laboratory compliance letter for Test Report No. ESPOI5035PDADE Fixed Mulled,
dated 11/04/13, issued by Element Materials Technology, Des Moines, IA, signed and
sealed by Jason R. Steen, P. E. (Submitted under previous NOA No.13-0610.03)
G. OTHERS
1. Notice of Acceptance No. 13-0610.03, issued to Pella Corporation for their Series
350 HurricaneShield' 4%:" Vinyl" Clipped Aluminum Mullion - L.M.I.", approved on
04/17/14 and expiring on 04/17/19.
Manuel r z, P.E.
Product Control miner
NOA No. 15-0413.02
Expiration Date: April 17, 2019
Approval Date: October 01, 2015
E-1
PELLA CORPORATION
SERIES 350 41/2" VINYL WINDOW MULLION SYSTEM - IMPACT
INSTALLATION ANCHORAGE DETAILS
GENERAL MOM; INSTALLATION N(YTEe:
I THIS PRODUCT HAS BEEN TESTED, EVALUATED AND DESIGNED TO THE 6IR 1,PRODUCT ANCHORS SHALL BE AS DESIGNATED AND LOCATEDEDITIONFLORABUWHOCODE - BIADND AND RESIDENT LLL VOILNES
TO THE DESIGN PRESSURES) STATED HEREIN N ACCORDANCE MATH THE AS SHOWN N THIS PRODUCT EVALUATION DOCUMENT. ANCHOR
FOLLO MNG PERFORMANCE STANDARD& EMBEDMENT AND EDGE DISTANCE EXCLUDE WAIL FINISHES,
1 1. TAB 201.04. LARGE MISSILE IMPACT. INCLUDING BUT NOT LIMITED TO STUOOO, FOAM, BRICK VENEER
1.2. TAB M-M. AND SIDING.
13. TAB 203-94. 2 SEE M/STAIlAi/ON AMCFIQRBCNEOULE ON SHEET 2 FOR TYPE
2 THS PRODUCT EVALUATION DOCUMENT IS FOR USE IN THE HIGH AND Sor ANCHOR. ANCYOR MANUFACTURER'S ANCHOR
SPECIFICATIONS. MINIMUM NOMINAL S¢E. MNBdISA EMBEDMENTVELOCITYHURRICANEZONE (HVHZ).
INTO SUBSTRATE AND MINIMUM EDGE DISTANCES.
3. ADEQUACY OF THE FROSTING STRUCTURAL CONCRETE / MASONRY, 2X 2.1. EDGE DISTANCES SHALL BE MEASURED FROM CENTERLINE
FRAMING AND METAL FRAMING SUBSTRATES AS A MAIN NAND FORCE OF ANCHOR TO EDGE OF STRUCTURAL SUBSTRATE EITHER
RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERWNO TO THE INTERIOR OR EXTERIOR OF THE FENESTRATION
APPLIED PRODUCT LOADSTO THE FOUNDATION IS THE RESPONSIBILITY PRODUCT.
2 2. SEE SHEET 2 FOR ILLUSTRATION OF ANCHOR EDGEOFTHELICENSEDPROFESSIONALENGINEERORREGISTEREDARCHTECT
ACTING AS THE DESIGN PROFESSIONAL OF RECORD FOR THE PROJECT OF DISTANCE AND SPACING
2.3. N AMUM EIBEDMEW SHALLBE BASED ON PENETRATIONINSTALLATION.
INTO AWN NAND FORCE RESISTING SYSTEM SUBSTRATE.
4. IX AND 2X BUCKS (WHEN USED) SHML BE DE61GHED AND ANCHORED TO
PROPERLY TIANBFER ALL LOADS TO THE STRUCTURE. BUCK DESIGN AHD 3 ME SHEETS 3, 6 AND 7 FOR SPECIFIC ANCHOR INSTALLATION
INSTALLATION 15 THE RESPONSIBILITY OF THE LICENSED PROFESSIONAL DETAILS,
ENGINEER OR REGISTERED ARCHITECT ACTING AS THE DESIGN
PROFESSIONAL OF RECORD FOR THE PROJECT OF INSTALLATION. 4. SEE SHEET 5 FOR APPROVED MULLED NANDOW
CONFIGURATIONS.
5. WHEN INSTALLED IN LOCATIONS WHERE YAWS NE DEBRIS PROTECTION
REQUIREMENTS EXIST (INCLUDING THE HIGH VELOCITY HURRICANE ZONE
I VHZL USE OF AN IMPACT PROTECTIVE SYSTEM COMPLYING WITH THE
FBC REQUIREMENTS FOR W D13ORNE DEBRIS REGIONS IS NOT REQUIRED
FOR THE PRODUCT(S) HEREML
6, SEPARATE PRODUCT EVALUATION DOCUMENTS (PED) FOR EACH GLAZING
PRODUCT USED IN CONAIRCTDN WITH THESE MULLIONS MUST SE
SUBMITTED ALONG WITH IHS PRODUCT EVALUATION DOCUMENT.
7. THE INSTALLATION DETAILS DESCRIBED IN THIS PRODUCT EVALUATION
DOCUMENT ARE GENERICAND MAY NOT REFLECT ACTUAL CONDITIONS
FOR A SPECIFIC SITE. IF SITE CONDITIONS CAUSE INSTALLATION TO
DEVIATE FROM THE REOUREMBNTS DETAILED N THIS PRODUCT
EVALUATION DOCUMENT, SITE SPECIFIC DOCUMENTS SHALL BE PREPARED
FOR USE WITH THH8 DOCUMENT BY A LICENSED PROFESSIONAL ENGINEER
OR REGISTERED ARCHITECT
I. FOR MULLION DESIGN PRESSURE RATINGS SEE APPROPRIATE LOAD SPAN
RATING TABLES AS LISTED N THE TABLE OF CONTENTS
9. THE DESIGN PRESSURE RATING OF THE ASSEMBLY SHALL SE THE LESSER
OF THE LOAD CAPACITY OF THE ULLLK)N AS OETERMNEO USING THIS
PRODUCT EVALUATION DOCUMENT OR THE CERTIFIED DESIGN PRESSURE
RATING OF TIE INDIVIDUAL GLAZING PRODUCTS USED.
10.50UNOM BOX DIMENSIONS FOR GEOMETRIC TRANSOM SHAPES MUST BE
EQUAL TO OR LESS THAN RECTANGULAR TRANSOM DIMENSIONS SH OM
HEREIN.
11. MATERIALS. INCLUDING BUT NOT LIMITED TO STEEL SCREVA THAT COME
INTO CONTACT VNTH OTHER DISSIMILAR MATERIALS SMALL MEET THE
REOUIRENENTS OF THE eh EDITION FLORA BINDING CODE - BUILDING
AND RESIDENTIAL VOLUMES.
11 APPROVED TWIN UNITS OR APPROVED SINGLES CAN BE USED N MULLION
CONFIGURATIONS. THE VERTICAL AND HORIZONTAL MULLION
CONFIGURATIONS CAN BE COAISINED TO MULL MULTIPLE SINGLE UNITS
TOGETHER
TABLE OF CONTENTS
SHEET REV. SHEET DESCRIPTION
1 8 GENERAL NOTES AND INSTALLATION NOTES
2 B INSTALLATION ANCHOR SCHEDULE
3 B MULLION END CLIP- ATTACHMENT ILLUSTRATIONS
4 8 WNDOW TO MULLION - ATTACHMENT ILLUSTRATIONS
5 B APPROVED MULLED WINDOW CONFIGURATIONS AND MULLIONS
9 8 BLOCK AND FLANGE FRAME INSTALLATIONS DETAILS
7 8 FIN FRAME INSTALLATIONS DETAILS
S B
FIN FRAME INSTALLATIONS DETAILS (CONTINUED)
MULLION TO MULLION INSTALLATION DETAILS
I AND 10 B MULLION CAPACITY LOAD TABLES -INSTRUCTIONS
11 TO U 8
BIAGK AND FLANGE FRAME - UNREINPORCED MULLION LOAD
CAPACITY TABLES 1A THROUGH 423
17 TO 22 5
BLOCK AND FLANGE FRAME - RENFORCED MMUON LOAD
CAPACRY TABLES SA THROINOH S2B
23 TO 25 8
FIN FRAME- REINFORCED AND UNREINFORCED MULLION LOAD
CAPACITY TABLES BA THROUGH 12.28
29 B V904359 STRAP DETAILS
SD B VBM357 / V394356 END ANCHOR NAIL FIN DETAILS
31 8 V962610 END ANCHOR SUS' LUNGE DETAILS
32 8 V982M END ANCHOR 4 5' BLOCK FRAME DETAILS
33 B V9B23571' STRUCTURAL MULLION S REINFORCEMENT DETAILS
M S VM2365 FIN FRAME END SPLICE DETAILS
35 8 V9B251S 6T6' FLANGE FRAME END SPLICE DETAILS
36 B VN4410 FLUSH FLANGE FRAME END SPLICE DETAILS
E
HBMa P.E Iln 49T@
No