HomeMy WebLinkAbout21-33975335 Eighth Street
Zephyrhills, FL 33542
Phone: (813) 780-0020
Fax: (813) 780-0021
lnwifiam�
BARIII -003397-2021
Issue Date: 12/29/2021
REINSPECTION FEES: (c) With respect to Reinspection fees will comply with Florida Statute 553.80(2)(c) the
local government shall impose a fee of four times the amount of the fee imposed for the initial inspection or
first reinspection, whichever is greater, for each subsequent reinspection.
Notice: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that
may be found in the public records of this county, and there may be additional permit required from other governmental
entities such as water management, state agencies or federal agencies.
accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O.
NO OCCUPANCY BEFORE C.O.
1A )0**,Xt0z1
O CNI PEfAIT OFFICE()
cNI 7 N-PERl�IT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION
A I L1 RU
11�Ull
11 , 0 9 o A
/Vor
City of Zephyrhills Permit Application Fax-813480-GO21
Building Deparimeril
(MONICA)
Date Received
#
3 5
1 2/0 9/ 2 021
Phone Contact for Parnrat.tffin
9965
81 �32 6 9 :::�a
Owners Name
RICHARD OTIS
T-TI
Owner Phone Number
(802)249 1460
-7,A-
Owners Address [6747 NORTH LAKE DR Owner Phone Number
Fee Simple Titleholder Name
Owner Phone Number
Fee Simple Titleholder Address
JOB ADDRESS
L6747 NORTH LAKE DR ZEPHYRHILLS, FL 3354=
LOT #
r___77RTff9_G_LE`NA_T
---I
-
SUBDIVISION
PARCEL to L0L3-j6-2 t-_6150-_0006M 1
(OBTAINED FROM PROPERTY TAX NOTICE!
WORK PROPOSED
EW CDNSI R ADWALT SIGN DEMOLIS14
INSTALL REPAIR
PROPOSED USE
SFR COMM OTHER
TYPE OF CONSTRUCTION
BLOCK FRAME STEEL
DESCRIPTION OF WORK
II-EPLACE (19) WINDOW UNITS IN 14 OPENINGS (SIZE/SIZE) FL16809.8, FL1681 1 2/31
BUILDING SIZE
SQ FOOTAGE
HEIGHT
1:2116ILDING
IS 14,529.04
1 VALUATION OF TOTAL CONSTRUCTION
=ELECTRICAL 1 $ AMP SERVICE PROGRESS ENERGY = W R.EO
=PLUMBING 1$
=MECHANICAL I S VALUATION OF MECHANICAL INSTALLATION
= GAS ROOFING SPECIALTY = OTHER
FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =Ye, NO
BUILDER
SIGNATURE
Address
ELECTRICIAN
SIGNATURE
Address
PLUMBER
SIGNATURE
Address
MECHANICAL
SIGNATURE
Address
OTHER
SIGNATURE
Address
RESIDENTIAL
COMMERCIAL
SIGN PERMIT
COMPANY
REGISTERED
COMPANY
REGISTERED
COMPANY
REGISTERED
COMPANY
REGISTERED
COMPANY
REcFsrERcb
Y! N FEE CURREK Y i N
License 0 F �e-i '; �: ��J 'i
L iCertSe
Y! N FEE CURREN Y/N
License #
FEE711.- Y/N
Lrcense# L
L_X_L N j FEE CUkREN YIN
License
Attach (2) Plot Plans; (2) sets of Building Plans,
(1) set of Energy Forms: R-0-W Permit for new construction.
Minimum ten (10) working days after submittal date. Required onsro. Construction Plans, Stormwaler Plans w/ Silt Fence installed,
Sanitary Facilities & I dumpster: Site Work Permit for subdivisonViarge protects
Attach (2) complete sets of Building Plans plus a Life Safety Page: (1) set of Energy Forms, R-O-W Penns{ for new Construction.
Minimum ten (10) working days after submittal date Required onsite, Consiruclion Plans, Stormwater Plans wl Silt Fence installed
Sanitary Facilities & I dumpster. Site Work Permit for all new projects All commefriai requirements must meet compliance
Attach (2) sets of Engineered Plans
'***PROPERTY SURVEY required for all NEW cons1rction
-41-a.-a-a-.�-�&.4.4-4-4-&-4-.4-4-4-4",-&-,4-i-.4�4-&-6-&4-4-"-A-,4-.
Directions:
Fill oul application completely.
Owner & Contractor sign back of application, notarized
if over $2500, a Notice of Commencement Is required. (A/C Upgrades over $7500)
.1 Agent (for the contractor) or Povvrir of Altomey (for the owner) would be someone with notarized letter from owner authonzing same
OVER THE COUNTER PERMITTING (copy of ronlract required)
Retools if shingles Sewers Service Upgrades A/C Fences (PloLiSurvey/Foolage)
Driveways -Not over Counter if on public roadways needs ROW
FL,116812,1/.3 & FI-16528
NOTICE OF DEED RESTRICTIONS: The undersigned understands that this permit may be subject to "deed' restrictions"
which may be more restrictive than County regulations. The undersigned assumes responsibility for compliance with any
applicable deed restrictions,
UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES: If the owner has hired a contractor or
contractors to undertake work, they may be required to be licensed in accordance with state and local regulations. If the
contractor Is not licensed as required by low, both the owner and contractor may be cited for a misdemeanor violation
under state law. If the owner or Intended contractor are uncertain as to what licensing requirements may apply for the
intended work, they are advised to contact the Pasco County Building Inspection Division —Licensing Section at 727-847-
8009. Furthermore, if the owner has hired a contractor or contractors, he is advised to have the contractw(s) sign
portions of the 'contractor Block" of this application for which they will be responsible. If you, as the owner sign as the
contractor, that may be an indication that he Is not properly licensed and is not entitled to permitting privileges in Pasco
county,
TRANSPORTATION IMPACT/UTILITIES IMPACT AND RESOURCE RECOVERY FEES: The undersigned understands
that Transportation Impact Fees and Recourse Recovery Fees may apply to the construction of new buildings, change of
use in existing buildings, or expansion of existing buildings, as specified In Pasco County Ordinance number 89-07 and
90-07, as amended. The undersigned also understands, that such fees, as may be due, will be identified at the time of
permitting. It is further understood that Transportation Impact Fees and Resource Recovery Fees must be paid prior to
receiving a 'certificate of occupancy' or final power release. If the project does not involve a certificate of occupancy or
final power release, the fees must be paid prior to permit Issuance. Furthermore, If Pasco County Waterl5ewer Impact
fees are due, they must be paid prior to permit Issuance In accordance with applicable Pasco County ordinances,
CONSTRUCTION LIEN LAW (Chapter 713, Florida Statutos, as amended): If valuation of work is $2,500.00 or more, I
certify that 1, the applicant, have been provided with a copy of the 'Florida Construction Lien Law —Homeowner's
Protection Guide' prepared by the Florida Department of Agriculture and Consumer Affairs, If the applicant is someone
other than the "owner", I certify that I have obtained a copy of the above described document and promise In good faith to
deliver it to the 'owner' prior to commencement,
CONTRACTOR'SIOWNER'S AFFIDAVIT: I certify that all the information in this application Is accurate and that all work
will be done in compliance with all applicable laws regulating Construction, zoning and land development, Application is
hereby made to obtain a permit to do work and installation as indicated, I certify that no work or Installation has
commenced prior to issuance of a permit and that all work will be performed to meet standards of all laws regulating
construction, County and City codes, zoning regulations, and land development regulations in the jurisdiction. I also
certify that I understand that the regulations of other government agencies may apply to the Intended work, and that it is
my responsibility to Identify what actions I must take to be In Compliance. Such agencies include but are not limited to:
Department of Environmental Protection -Cypress Bayheads, Wetland Areas and Environmentally Sensitive
Lands, Water[Wastowater Treatment.
Southwest Florida Water Management District -Wells, Cypress Bayhoacs, Weiland Areas. Altering
Watercourses.
Army Corps of Engineers -Seawalls. Docks, Navigable Waterways,
Department of Health a Rehabilitative ServicestEnvironmental Health Unit -Wells, Wastewater Treatment,
Septic Tanks,
US Environmental Protection Agency -Asbestos abatement,
Federal Aviation Authority -Runways.
I understand that the following restrictions apply to the use of fill;
Use of Fill is not allowed in Flood Zone "V'unless expressly permitted.
If the fill material is to be used in Flood Zone 'A', It Is understood that a drainage plan addressing a
.compensating volume' will be submitted at time of permitting which is prepared by a professional engineer
licensed by the State of Florida,
If the fill material is to be used in Flood Zone 'A" In connection with a permitted building using stem wall
construction, I certify that fill will be used only to fill the area within the stem wall.
If fill material Is to be used In any area, I certify that use of such nil will not adversely affect adjacent
properties. If use of fill Is found to adversely affect adjacent properties, the owner may be cited for violating
the conditions of the building permit issued under the attached permit application, for lots less than one (1)
acre which are elevated by fill, an engineered drainage plan Is required.
If I am the AGENT FOR THE OWNER, I promise In good faith to inform the owner of the permitting conditions set forth in
this affidavit prior to commencing Construction, I understand that a separate permit may be required for electrical work,
plumbing, signs, wells, pools, air conditioning, gas, or other installations not specifically included In the application. A
permit Issued shall be construed to be a license to proceed with the work and not as authority to violate, Cancel, alter, or
set aside any provisions of the technical codes, nor shall Issuance of a permit prevent the Building Official from thereafter
requiring a correction of errors in plans, construction or violations of any codes. Every permit issued shall become invalid
unless the work authorized by such permit Is commenced within six months of permit issuance, or if work authorized by
the permit is suspended or abandoned for a period of six (6) months after the time the work is commenced. An extension
may be requested, in writing, from the Building Official for a period not to exceed ninety (90) days and will demonstrate
justifiable cause for the extension. If work ceases for ninety (90) consecutive days, the job is considered abandoned,
OWNER
ivar6 rat
aty known 4q^5 or has/havis p,
its
CONTRACTOR
Subscribed and sworn to (or atlwmact) before me finis
—t,y __
Who ,ware1mrsonatly known to me or hasi'have produced
at Wentification
Notary Pwbrc
Commission No.
Name of Notary typed, printed or stamped
E
N
n"
5 -1 (.0
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m
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'F��.-1 l.c��t l � �i
RM
LOWE'S AUTHORIZED REPRESENTATIVE SALES ID DATE
Larry Izzo 15421ki4 10/26/21
ORE NO. STREETADDRE 5
1854 ES 21: Gall Blvd.
CITY STATE ZIP
[�ephyrhills Florida 33541
FIE1,E,PHONF
[(888) 5 =16-1 01
EMAIL mmm
Iarry,izzo@storE),Iowes.com
LOWE'S CONTRACTOR LICENSE 4 LOWE'S REPRESENTATIVE LICENSE It
JCCC.132.6324, CGC1508,117, CRCI327717,1
_ If Ap11icabb11L=��40 j n/a (P �
CUSTOMER NAME
lRichard Otis
STREET ADDRESS
16747 Northlake Dr.
CITY STATE ZIP
lZephyrhills Florida 33542
I EI-J-PHONF
�(802) 249-1460
lotisrichard@aol.com
CREDIT/DEBIT CHECK 1-CC CARD GIFT CARD
Z 11 R1 El
This is only a quote for the merchandise and services printed below. This becomes an agreement upon payment and issuance of a Lowe's receipt, upon pay.
ment, the entire agreement, including the specifically completed pages of this document, the Terms and Conditions included,with this document and any other
addenda and attachments hereto, shall be referred to herein as this "Contract," PLEASE READ THIS ENTIRE DOCUMENT, INCLUDING THE
"NOTICES," "TERMS AND CONDITIONS," AND "ADDENDUM" CONTAINED WITHIN THIS CONTRACT ON THE
FOLLOWING PAGES BEFORE SIGNING.
INSTALLATION STREET ADDRESS CITY STATE — ZIP ,
F6747 Northlake Dr. Zephyrhills Florida 33542
MATERIALS AND WORK TO BE PERFORMED (I.E. ITEM NUMBERS, COLORS, DIMENSIONS, CONSIDERATIONS):
Lowes will install 16 (13 apenings� �PI�Ia2�50 S�edWhite vin- I _____mm�
s
A iDgtQ,:h�unvvinU 'ave SUr ,-
nDefense LQw�:E- �As,,
rjows 1 11 Will 11
and colonial rids. Lowes will gll permit.
CONTRACTTOTAL
(INCLUDING TAX) 14529.04
Work is to commence upon reasonable availability of Contractor and/or any special order or customer made Good(s)
which is anticipated to be 12/26/21 [fill in date]. Estimated completion date is 04/26/22 _, [fill in date].
rev, 212712020
12J31/2020 Florida Building Code Online
FL # F1.16809- R6
Application Type Revision 4�)
Code Version 2020
Application Status Approved
*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/Email
102 Main St.
Pella, IA 50219
(641) 621-6096
pellaproductapproval@pelia.com
Authorized Signature
TROY FARR
tbfarr@pella.com
Technical Representative
TROY FARR
Address/Phone/Email
18600 NE WILKES ROAD
PORTLAND, OR 97230
(503) 405-9176
tbfat,r@pella.com
Quality Assurance Representative
Pat Bortscheller
Address/Phone/Email
102 Main Street
Pella, IA 50219
(641) 621-1000
P]Bortscheller@pelia.com
Category Windows
Subcategory Horizontal Slider
Compliance Method Certification Mark or Listing
Certification Agency Window and Door Manufacturer Association
Validated By Terrence E. Lunn, PE
Validation Checklist - Hardcopy Received
Referenced Standard and Year (of Standard) $1,1n4AM YM
AAMA/WDMA/CSA 101/1.S,2/A440-08 2008
AAMA/WQMA/CSA 101/1.5,2/A440-11 2011
Equivalence of Product Standards
Certified By
Product Approval Method
Date Submitted
Method I Option A
10/30/2020
https://www.flo(idabuilding.org/prlpr_app_�dti.aspx?param=wGEVXQwtDqtmmTSTNdVPsXgSKGZmZSEPuhewXYZmL6mnTPtO7wTqZQ%3d%3d 1/3
'12/31/2020
Date Validated 1.1/03/2020
Date Pending FBC Approval
Date Approved 11/10/2020
Summary of Products
Florida Building Code Online
16809.1 250 Series Sliding Window 72" x 44" vinyl non -impact XO/OX sliding window with lock stile
I reinforcement I
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: +35/-35
Other: Configurations of glass shall conform to the current
ASTM E1300 standard,
Quality Assurance Contract Expiration Date
05/24/2023
Installation Instructions
FL16809 R6 IT Prawing JQ69,p�_f
Verified By: Warren W. Schaefer RE. 44135
Created by Independent Third Party: Yes
Evaluation Reports
L16809 R6 AE DCa&jag_j269_psff
Created by Independent Third Party: Yes
16809.2 250 Series Sliding Window j 72" x 44" vinyl non -impact XO/OX sliding window with lock and
meeting stile reinforcements.
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ,. Yes
Impact Resistant: No
Design Pressure: +50/-50
Other: Configurations of glass shall conform to the current
ASTM E1300 standard.
.tuality Assurance Contract Expiration Data--
05/24/2023
Cristallation Instructions
Verified By: Warren W. Schaefer RE.44135
Created by Independent Third Party; Yes
Evaluation Reports
FL16809 R6 AE D rawlng_jBj5,qp�jf
Created by Independen Third Party; Yes
16809.3 250 Series Sliding Window
108" x 44" 1/4 vent vinyl non -impact XOX sliding window with
lock stile reinforcement.
Limits of Use
Certification Agency Certificate
Approved for use in HVHZ: No
Approved for use outside HVHZ. Yes
Quality Assurance Contract Expiration Date
Impact Resistant: No
08/06/2023
Design Pressure: +35/-35
Installation Instructions
Other: Configurations of glass shall conform to the current
_Prdw�ing
FL16809 R6 11, _ __U_6_%Pff
ASTM E1300 standard.
Verified By: Warren W, Schaefer RE.44135
Created by Independent Third Party; Yes
Evaluation Reports
FL16809 R6 AE_,Drawing_IBQ9_pdf
Created by Independent Third Party; Yes
16809.4 250 Series Sliding Window 108" x 44" 1/4 vent vinyl non -impact XOX sliding window with
lockandmeeting stile reinforcements.
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ; Yes
Impact Resistant* No
Design Pressure: +50/-50
Other: Configurations of glass shall conform to the current
ASTM E1300 standard,
*Iuallty a
Assurance Contract Expiration Dte
08/06/2023
Installation Instructions
ELIUDa_M��g_LU.9,Plf
Verified By: Warren W, Schaefer RE, 44135
Created by Independent Third Party: Yes
Evaluation Reports
FL16809 R6
Created by Independent Third Party: Yes
16809,5 250 Series Sliding Window 108" x 44" 1/3 vent vinyl non -impact XOX sliding window with
lock stile reinforcement.
https:llwww.floridabuilding.org/pr/pr_app_dtl,aspx?param=wGEVXQwtDqtmmTSTNdVPsXgSKGZmZSEPuhewXYzmL6mnTPtO7wTqZQ%3d`/`3d 2/3
Florida Building Code Online
Limits of Use
--- - -------
Certification Agency Certificate
Approved for use In HVHZ. No
FLIfZ�RAJC JCAC
Approved for use outside HVHZ: Yes
Quality Assurance Contract Expiration Date
Impact Resistant: No
08/06/2023
Design Pressure: +35/-35
Installation Instructions
Other, Configurations of glass shall conform to the current
r wing
ASTM E1300 standard.
Verified By: Warren W. Schaefer RE.44135
Created by Independent Third Party: Yes
Evaluation Reports
Created by Independent Third Party: Yes
16809.E
250 Series Sliding Window
108" x 44" 1/3 vent vinyl non -impact XOX sliding window with
lock and meeting stile reinforcements.
Limits of Use
Certification Agency Certificate
Approved for use In HVHZ: No
EUR A -ti- 4 - 7..P_lf
Approved for use outside HVHZ: Yes
Quality Assurance Contract Expiration Date
Impact Resistant: No
08/06/2023
Design Pressure. +50/-50
Installation Instructions
Other: Configurations of glass shall conform to the current
FL16809 R6 II [?rawlng_ja0,p&
ASTM E1300 standard,
Verified By: Warren W. Schaefer P.E. 44135
Created by Independent Third Party; Yes
Evaluation Reports
F�j§B_Q1)__RLAL _QL �Awing 186
Created by Independent Third Party: Yes
16809.7
250 Series Sliding Window
52.25" x 62" vinyl non -impact XO/OX sliding window with lock
and meeting stile reinforcements.
mm
Limits of Use
Certification Agency Certificate
Approved for use in HVHZ; No
Approved for use outside HVHZ: Yes
Quality Assurance Contract Expiration Date
Impact Resistant; No
10/12/2025
Design Pressure, +50/-50
Installation Instructions
Other. Configurations of glass shall conform to the current
EUkU9_&LJLDxAwzg_]JU9,W
ASTM E1300 standard.
Verified By: Warren W. Schaefer, RE. 44135
Created by Independent Third Party: Yes
Evaluation Reports
Created by Independent Third Party: Yes
_1_6809.8_ 0Series ;Slid' Window
_7_5
96" x 62" vinyl non -impact XO/OX sliding window with lock and
---et
!
meeting stile reinforcements,
Limits of Use
Certification Agency Certificate
Approved for use In HVHZ: Na
Approved for use outside HVHZ: Yes
Quality Assurance Contract Expiration Date
Impact Resistant: No
10/19/2025
Design Pressure: +30/-30
Installation Instructions
Other: Configurations of glass shall confor to the current
ELIAML—M _IIr �lg_LU9_0_f
ASTM E1300 standard.
Verified By: Warren W, Schaefer, P.E. 44135
Created by Independent Third Party: Yes
Evaluation Reports
P&
Created by Independent Third Party: Yes
https:(lwww.floridabuilding.org/pr/pr�_app_dti.aspx?param=wGEVXQMDqtmmTSTNdVPsXgSKGZmZSEPuhew)(YzmL6mnTPtQ7wTqZQ°/03d%3d 3/3
1 F. ALL FASTENERS Si. BE N ACCORDANCE WITH THESE
DRAW�'S SPEOFIITT ANCHOR EMBED TO aASE MATEWAL SIQL
BE BEYOND WALL nNitH OR STUCCO
2. CPfWlNCS, R1Cr4NG & WJCKM FASTENERS UVOr BE
PROPERLY DESIONED & WSTALLED TO TWOFER WIND LOADS TO
THE STRUCTURE
& THESE NON-1UPACT RATED PRODUCT WSTALLATiONS ARE N
ACCORDANCE " AND MCF1 THE REWhwmcwfs OF THE FOMOA
ava.oNG CODE (FBA).
4 ALL ANCHOR!. SECLIRM PRODUCT FRAMES TO PRESSURE
TREATED BUCKS OR WOOD FRALONG SHALL 8E CAPABLE OF
RE&STINC =ROS3OH CAUSED BY THE PREtivstlRE TREATPC
CHEMICALS X THE *DOG.
S. MATERVILS, NCUI004G BUT NOT LW ITED TO srol SCREWS..
THAT COME INTO CONTACT WfTH DINER MSRAM MATERIALS
SHALL MEET THE REOLMROOENMi OF ROP404 BLOLODn CODE
CHAPTER 20.
& TO THE BEST OF OUR KNOWLEDOE. THE PRODUCT SHOW
HEREIN IS CERTIFIED & QUALITY ASSURED BY A FLOMOA STATE
APPROVED CERTVlCATOft/OA EKM & SRALL BE LABELED IN
ACCORDANCE VN THE FRG MO THE FLORKA DEPARTWO9', OF
KISNM & PROFIESZSJOMAL REGULATION SPECIFICATIONS
PRODUCT ASSEW3LY IS NOT PART OF 94S DRAMNG AND SHALL
BE IN ACCORDANCE WffH THE MANUFACTUREWS OUAIJTY
AS"ANCE SPEC*r_A7X)NS & 7ESTWG REPORTS
T. CERTRICkTION OF I PRODUCT PISTALIAllONS SHALL BE
ODRSOMED VM F ANY OF THE FOLLOWkn APPLY f) PROUCT
IS PWALUD W**UT A 8LXDM PERMIT FROM THE APPL�
LOCAL DEPARTMENT. 2) PRODUCT IS WSWILD SY
ANYONE OTHER THAN A LX24SED CDKTRALTOR EXPERRN 23 WIT4
NSTALIATO'r, OF TIFTS TYPE OF PRODUCT. 3) IF CHANGES KWE
OCOUNRCO To THE PROwars cCwrwcADDN EMERY'S CERTIFICATE
THAT CAUSE THESE INSTALLATIONS To BE INCORRECT OR
INCDN&5W, *lUi WHAT HAS BEEN TESTED.
& THE LEAST "ON PRESSURE SPEC*IED OTHER W
ORA*MNG OR W THE PRODUCTS CERFFKAUO4 SMALL CONTROL FOR
THE WSTAILED PRODUcl,
9. THESE DRAMKOS CERnFY THE PRODUCT INSTALLATION ONLY.
WATER PROOFING OF THE INSTALLED PRODUCT tS NOT PART OF
n4tS 94STALIATION CEREFICATX*L THAT RCSPONSI UTY %iALL BE
THAT Of THE MAKWACTURER &/OR tNSTAtCIA
FRAME ANCHOR REQUII
1011 MAX, IRAIll WIDTH, SEE PRESSURE TABLE
ON' -INS SHE -IT.
AS 2-
FIN FASTENER WITHIN 2"_
v
T
OF CORNERS & 4 1/2-
CLUSTER IN FASTENERS
MAX. O.C_ WHEN JOB
AT MEETING RAIL ENDS
REQUIRED DESIGN
SUCH THAT THERE ARE A
PRESSURE IS OVER +/-35
TOTAL OF 5 POSITIONED
I PSF, 9' MAX. O.C. WHEN
AS SHOWN. SEE 'FRAME
JOB REQUIRED DESIGN
ANCHOR REQUIREMENTS
PRESSURE IS +1-35 PSF
TABLE" ON THIS SHEET
j OR LESS, SEE 'FRAME
FOR REQUIREMENTS.
ANCHOR REQUIREMENTS
TABLE' ON THIS SHEET
I FOR REQUIREMENTS,
EXTERIOR ELEVATION:
XO MNDOlS
SCAL—E 3/4- = I'-G_
(NAfL FIN MOUNT CONDITION)
IOPENING r(PE I FRAW/CUP/"L FIN TO WNIMUM MIMMUM I (SUBSTRATE) I OPENING FASTENER TYPE IEMBED )EDGE DIST_
MIN. 2X4 WOOD FRAME OR BUCK
2 X4 WOOO DR FRAN
t BUCK
8
OR _,S
(VAN. DR. 3 & G=O._-,$)
3 I'S
Mi GE
NO, *10 sms OR WOOD scpcf(
1 1 1/4-
3/4'
MIN. 18 CA 33 KSI METAL STUD
- 3 K S MET A L D
NO. 10 M 5 SELF TAP/DMLL SCREW[
FULL
1/2*
M" ,/8_
MIN. 1/8' THK A36 STEEL
T
STEEP.
No. TDDR- -S SELF LL SCREW
1 FULL
-
1 1/2
MI. M
MIN_ 1/8- rrK 6C63-T5 ALUM.
NO. 10 OR, 5 SELF TAP DRILL SCREW
FULL
1/2"
SCO
WIN. C-90 CMU OR 25M PSI CONCRETE
OR CONCRETE
(2) 1/4' CONCRETE SCREW
(1) INSTALLATION CLIP SCREWSS
I) INSTAL
MIN. 2X4 WOOD BUCK
WOW ON BUCK
(MITE m 3
NO. 10 SMS SCREW
1 1/4
1/2'
MIN, 18 GA 33 KSI METAL STUD
L STUD
L STUB
NO. 10 OR. 5 SELF TAP/DRALL SCREW
N� a. 10 OR. 5 SELF TAP/DRILL
FULL
1/2-
MIN. 1/8' THK A36 STEEL
TH , .
NO. 10 GR. 5 SELF TAP/DRILL SCREW
FULL
1/2'
MIN. 1/8- Tw 606_�-TS ALUM_
NO. 10 DR. 5 SELF TAP/DRILL SCREW
FULL
1/2-
,_ P C
2500 PSI CONCRETE
.,T,
3/16 CONCRETE SCREW
1 1/4-
2'
—
(,) N ILI
(3) NAILING FIN FASTENERS
M114L 2X4 (MIN. WOD FRAME OR BUCK NO. 8 SMS SCREW 1 i O1 3/8- 1/2-
OR. 3
MIN 2X4 WOOD FRAME OR IIIICK I I GA. ROOFING MAN.1 /2'
(WIN. GR. 3 & G-0-55) 1 1 3/8. 1
MIN. 1/8- THK A36 STEEL I FULL 1 1/2'
MIN. 1/8- THK 6063-T5 ALUM. I NO. 8 OR. 5 SELF TAP/DRILL SCREW FULL /2'
(1) FRAME AND INSTALLATION CLIP SCREWS SHALL. BE A PAN OR HEX, HEAD SCREW.
(2) CONCRETE SCREWS SHALL BE ELCO ULTRACONS EErO CRETE-FLEX (S-S-), ITW
RAMSETF/RED HEAD TAPCONS (C.S. OR SS-) OR HILP KWrK-CON R (C.S OR SS.).
(3) WHEN SCREWS ARE USED WITH THE NAIL FIN, THEY MUST BE A WAFFLE HEAD SCREW OR HAVE
A FLAT WASHER AT THE SCREW HEAD.
I,_ FOR MAX. FRAME WIDTH, SEE PRESSURE TABLE
ON THIS SHEET.
6' &_
4- MAX- 12- MAX. O.C. 1 12' MAX, O.C.
4' MAX.
4' �
tp, FRAME SCREWS WHERE SHOWN Ar HEAD & S60ES.
SEE "FRAME ANCHOR REQUIREMEN i—, TABU' ON TIS
I
SHEET FOR REQUIREMENTS. (NOTE THAT WHEN JOB
6
REQUIRED DESIGN PRESSURE IS OVER +/-35 A
6
FRAME FILLER MUST BE USED AT EACH FRAME
SCREW, SEE SHEET 4 FOR PART DETAIL)
INSTALLATION CUPS WHERE--' '4 EXTERIOR ELEVATION:
SHOWN AT SILL. SEE 'FRAME XO WINDOW
ANCHOR REQUIREMENTS TABLE- SCALE: 3/4- = V-0-
ON THIS SHEET FOR
REQUIREMENTS. (FRAME SCREW AND CLIP MOUNT CONDITION)
ALLOWABLE DESIGN
PRESSURE
(XO & Ox UNITS)
VAX.
MAX.
MAX.
ALLOWABLE
FRAME
FRAME
PRESSURE
WIDTH
HEIGHT
(+/- PSF)
(IN.)
(IN.)
52 1 4
62
50
72
44
50
1 2
72
25
_ZL
96
62�30�
PRESSURE SHOWN IN THIS TABLE
IS FOR INSTALLATION CONDITIONS
ONLY. THE GOVERNING DESIGN
PRESSURE ON THE WINDOWS
SMALL BE THE LESSER OF THAT
SHOWN IN THE INDIVIDUAL
WINDOWS STATE APPROVAL OR
THAT SHOWN IN THIS TABLE -
ALL ALTERNATE ANCHORS IN THEIR SPECIFIED
SUBSTRATES HAVE BEEN AW_fY2ED IN ACCORDANCE
WITH THEIR APPLICABLE STANDARDS) AND ARE FOUND
TO BE E0UVALENT TO OR STRONGER THAN THE
ANCE!OR(S) USED IN TESTING WITH THIS PRODUCT.
rw_m1A-Vw Cmwo. m asw OR ~-k&f —AMCMRSTANDIMS
Amo/oR "zowTIce A RMATS TRW vKxAmf TEST Remm STYE
FLORDk WA-DW, COX VERSION CORSZ)F= M THE VVAkWlOR WS
THAT . fORM AT THE TuE Of ZxE EV.UiADOM.
wjmx. OR N rc EVENT -".T K. OR A001*1k
TETMe 6 COMPLETED ON THE RUE OCED PNAXCT, PPoOR M S-ATW,
WOE COWtWCE WM TIE %AM THE KAWFACPJWF.F SiVLLl CONFIRM
NTiN THE ASTAUADON EV, T)D" 04WEER OF RECOW THAT THE
SPECWffi W-Rf-tK ARE CURRENT WN Tw THEN culudDa
TMT*C CODE AND APPUCIal STANWW.
z
o a
C,
rW
M�
or — or� "; I
,-Ao FOR _� �/� wc� �� I D, NO
�T _T MMUCED W THE C� I - 5
9
z
12G- MAX. FRAME WiDiH
ono
rAT\ 2' 2-
3CLUSTER FIN FASTENERS AT MEETING RAIL ENDS
SUCH THAT THERE ARE A TOTAL OF 5 POSITIONED AS
SHOWN. SEE -FRAME ANCHOR REQUIREMENTS TABLE -
ON SHEET I FOR SCREW REQUIREMENTS.
FIN FASTENER WITHIN 2® OF CORNERS & 4 -1/2- MAX,
O.C/. . . WHEN JOB REQUIRED DESIGN PRESSURE IS OVER
+/-35 PSF-, 9" MAX. O.C. WHEN JOB REQUIRED DESIGN
PRESSURE IS +/-35 FISF OR LESS- SEE -FRAME
ANCHOR REQUIREMENTS TABU" ON SHEET I FOR ALLOWABLE DESIGN
REQUIREMENTS.
PRESSURE
(XDX UNTM)
s
MAX. MAX. ALLOWABLE C) 11
XOX WINDOW
(NAIL FIN MOUNT CONDITION)
0
FRAME FRAME PRESSURE
EXTERIOR ELEVATION; WIDTH HEIGHT (+/- PSF)
SCALE: 3/4" = 1*-Q- 96 72 25
108 44 50
L20 _ �2 30
PRESSURE SHOWN IN THIS TABLE z
120' MAX. FRAME W0TH IS FOR INSTALLATION CONDWNS
6' 6- ONLY. THE GOVERNING DESIGN
4- MAX. 2- MAX. 1 12 MAX
12- MAX. O.C. 4' MAXPRESSURE ON THE WTNDOWS
SHALL BE THE LESSER OF THAT
SHOWN IN THE INDIVIDUAL
WINDOWS STATE APPROVAL OR co
v T v V sz— THAT SHOWN IN THIS TABLE-
4- MAX -
am b
D z8v,
6zro
5: E5
.
62-\ tn 14
t
FRAME SCREWS WHERE SHOWN AT
HEAD & SIDES. SEE 'FRAME
D ANCHOR REQUIREMENTS TABLE' ON
RE SHEET I FOR REQUfl,�,I1E,1*fTS-ES111OTE
< THAT WHEN JOB REC =N
PRESSURE IS OVER +y _35 A -
FRAME FILLER MUST BE USED AT I
EACH FRAME SCREW, SEE SHEET 4
FOR PART DETAIL)
4' MAX,
�56
gi
INSTALLATION CLIPS WHERE EXTERIOR ELEVATION;
SHOWN AT SILL. SEE 'FRAME XOX WINDOW
ANCHOR REQUIREMENTS TABLE -
ON SHEET I FOR SCALE-- 3/4- -- 1'-0-
REQUIREMENTS (FRAME SCREW AND CLIP MOUNT CONDITION)
186
2
iv
78' VAX. FRAME WIDTH r
SIMILAR 73" MAX_ FRAME W;OTH 4- VAK 12- MAX, O.C, 4- MAX -
AT SE IMILAR
4' MAX.
CLUSTER RN FASTENERS AT MULL" MEETING RAIL _T
ENDS SUCH THAT THERE ARE A TOTAL OF 5 2 12' MAX. O.C. iL _L_LL
POSTRONED AS SHOWN. SEE *FRAME ANCHOR 4
REQUIREMENTS T ABLE' ON SH--1 I FOR
REQUIREMENTS. 2' 3'
0
tr�
3'
w z -s
0—
FIN FASTENER WITHIN 2' FRAME SCREWS YftiERE�
OF CORNERS & 9' MAX. D SHOWN AT HEAD & SIDES,
O.C. SEE 'FRAME ANCHOR :k SEE 'FRAME ANCHOR
REQUIREMENTS TABLE' ON REQUIREMENTS TABLE- ON 0
SHEET I FOR SHEET I FOR
REQUIREMENTS- REQUIREMENTS,
INSTAUATION CUPS WHERE
SHOWN AT SILL. SEE
in
cs
FRAME ANCHOR 0
I REQUIREMENTS TABLE- ON zo
SHEET I FOR ai T
REOUIREMEKTS.-7 Z_jE,�
Q - 6 �.
4- MAX, 5 a
en
2' w
4' MAX. 12- MAX. D.C. 12- MAX. O.C. 4' MAX. 0
EXTERIOR ELEVATION: H
0
XO OR OX WINDOW WITH TRANSOM EXTERIOR ELEVATION;
' E 3/4" = I'—D- hi 0
CAL XO OR OX WINDQW WITH TRANSOM
(NAIL FIN MOUNT CONDITION) ALLOWABLE DESIGN PRESSURE' SCALE: 3/4' = V—O'
(TRANSOM UNITS) (FRAME SCREW AND CLIP MOUNT CONDITION)
+/-25 PSF
B
S"m , 7 1
f 73or- 55
FIN FASTENER PER
ELCvAfilON SUBSTRATE BY
SEALANT BY OTHERS OTHERS PER FRAME SCREW
8EHWD NAIL RN 'FRAME ANCHOR PER ELEVATION
REQUIREMENTS
TABLE-
1/4- MAX
SPACE
SEALANT BY SEALA14T BY
CTHERS OTHERS
:4�—z4E
FRAME FILLER
EXTERIOR SEAL SPACE EXTER OR
WITH LOW
EXPANSION
FOAM AROUND
PERIMETER OF �!l
WINDOW
FRAM
E7
SHIM AS REO'D TO
SUPPORT & ALIGN
WINDOW —
SEALANT
OTHERS
VAX. j 1/4
SPACE
SEALANT BY OTHERS SUBSTRATE BY
BEHIND NNL FIN OTHERS PER
FIN FASTENER PER 'FRAME ANCHOR
ELEVATION REQUIREMENTS
TABLE'
SECTION AT
SCALE_ 3/4 FULL
(NAIL FIN MOUNT)
SFiIM AS REO'D TO
SUPPORT & ALIGN
WINDOW —
FRAME SCREW PER
ELEVATION
SUBSTRATE- BY•
OTHERS PER SEALANT BY OTHERS
FRAME ANCHOR BEHIND FRAME P ANOE
REQUIREMENTS
TABILE'
1/4' MAX. SHIM
AT EACH ANCHOR
SEALANT BY
OTHERS
SEAL SPACE
WITH LOW
EXPANSION
FOAM AROUND
PERIMETER OF t--
WINDOW
F
RAmE7
FILLER
SUBSTRATE BY
OTHERS PER
FRAME ANCHOR
REQUIREMENTS
TABLE'
/4- MAX. SM
AT EACH ANCHIHOR
SEAL SPACE WITH
LOW EXPANSION
FOAM AROUND
PERIMETER OF
WINDOW FRAME
ALTERNATE SECTION
SCALE: 1/2 FULL
(FRA.ME SCREW MOUNT CONDITION WITH FLANGE)
INSTALLATION
SEALANT BY CLIP
OTHERS
1/4- MAX.
MAX, 3/15- SHIM SPACE
THICK X 3®
LONG SHIM
AT EACH CLIP
SUBSTRATE BY OTHERS '—INSTALLATION CLIP SCREW PER
PER 'FRAME ANCHOR 'FRAME ANCHOR REQUIREMENTS
REQUIREMENTS TABLE- TABLE- (2 PER CUP) -
SECTION
SCALE: 3/4 FULL �,2�
(FRAME SCREW & INSTALLATION CUP MOUNT
CONDITION)
5; Z5—
z
5
z
0
4 or 5
1/4* MAX.
SPACE
SUBSTRATE BY-,�,
OTHERS PER
FRAME ANCHOR
REOUIREW.E.-IJS
TABLE'
FIN FASTENER
PER ELE W&I
FRAME WIDTH -
r SEAL SPACE WITH
LOW EXPAINSV4
FOAM AROUND
PERIMETER OF
WVND01# FRAME
SEALANT
OTHERS r_
BEHIND
AN
Z.
SEALANT BY
OTHERS EXTERCOR
SECTION
SCALE 3/4 FULLI
(NAIL FIN MOUNT)
CONTINUOUS WOOD MEMBER LESS
IN THICKNESS THAN A 2X_ BUCK
TO BE MIN_ 3 1/2- DEEP (NOT
REQUIRED WHEN SHIM SPACE IS
WITHIN ALLOWABLE DIMENSIONS
SHOWN IN SECTIONS). —
SEALANT
OTHERS
1/4' FLAX.
SH4_V
AT EACH ANCHOR
SUBSTRATE BY -
OTHERS PER
'FRAME ANCHOR
REQUIREMENTS
TABLE'
FRAME HEIGHT —
SEAL SPACE WITH LOW
EXPANSION FOAM AROUND
PERWETER OF WINDOW
FRAME -
FRAME SCREW ---' 1� I
PER ELEVATION
FRAME FILLER
SEALANT BY
Q-iHERS EXTERIOR
SECTION /82
SCALE: 3/4 FULL 4
(FRAME SCREW MOUNT CONDITION)
vZSUBSTRATE BY OTHERS
R E ANCHOR 2
i I C 111=E11S TABLE'
FRAME SCREW PER
ELEVATION & -FRAME
ANCHOR REQUIREMENTS
TABLE'
92ID&L DIRECT MOUNT DETAIL
TO SUBSTRATE WITH SPACER
(HEAD SECTION SHOWN, SIDES ARE INSTALLED THE SAME)
(DIRECT MOUNT CONDITION IS NOT APPLICABLE AT SILL}
(FOR DETAIL NOT SHOWN, SEE OTHER SECTIONS}
0.604
1—
T-
0.860
1
2.485
0.059T
0.059
(DBME A-R&KE
FRAME &&a
(Pd--'D PVC)
(RIGID PWJ
1/4' MAX. SHIM
AT EACH ANCHOR
SUBSTRATE BY
-,�
OTHERS PER
'FRAME ANCHOR
REQUIREMENTS
TABLE'
FRAME SCREW
PER ELEVATION
FRAME HEIGHT
/-SEAL SPACE WITH LOW.
EXPANSION FOAM AROUND
PERIMETER OF WINDOW
FRAME -
SEALANT BY
OTHERS SEHIND
FRAME FLANGE
SEALANT BY
OTHERS iERiDR
ALTERNATE SECTION (-a2�
SCALE. 1/2 FULL _4 �
(FRAME SCREW MOUNT CONDITION WITH FLANGE)
0,3
0.500 J7
I
I G20
0.225T
LENGTH = 3.000'
3.DOO
(Da6g-Rum
(Rr-D PVC)
(NOTE THAT WHEN
JOB REQUIRED
0.
DESIGN PRESSURE
IS OVER +/-35 A
1.325
FRAME FILLER MUST
CH
li
BE USED AT EACH
FRAME SCREW)
0.293 T
QmmuAmule
(RiGID PVC)
luls
a
FL U` FL16811-R4
Application Type Revision
Code Version 2020
Application status Approved
'Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by tht-, PO
and/or the Commission if necessary.
Comments
Archived
Product Manufacturer
Address/Phone/Email
Authorized Signature
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category
Subcategory
Pella Corporation
102 Main St.
Pella, IA 50219
(6,11) 621-6006
peilaprod uctapprovaI@pella,cone
TROY FARR
tbfarr@pella.com
Windows
Fixed
Compliance Method Certification Mark or Listing
Certification Agency Window and Door Manufacturer Association
Validated By Terrence E. Lunn, PE
Validation Checklist - Mardcopy Received
Referenced Standard and Year (of Standard) 5tqDj_d Y 0r
AAMA/WDMA/CSA 101/1.S.2/A440-08 2006
AAMA/WDMA/CSA 101/LS.2/A440-11 2017.
Equivalence of Product Standards
Certified By
Product Approval Method
Gate Submitted
Date Validated
Date Pending FBC Approval
Date Approved
Method 1 Option A
10/30/2020
1.1/03/2020
11/10/2020
Summary of Products
FL k Model, Number or Name
Description
16 �� I i 250 Series Fixed Window
108" x 60" vinyl non -impact single window
Limits of Use
Certification Agency Certificate
Approved for use in HVHZ: No
Approved for use outside HVHZ, Yes
Quality Assurance Contract Expiration Date
Impact Resistant: No
04/1,6/2023
Design Pressure, +30/-30
Installation Instructions
Other. COnfiqUraLions of glass shall conform to the current
ELI& 4 11 rawing f
A.SM E1300 standard and shall be safety glazed when required
Verified By: Warren W. Schaefer RE. 44135
,)y FB(-- section 240(,,
Created by Independent 7hird Party: Yes
Evaluation Reports
EL16811 _P4AF Drawing li _Up(If
Created by Independent 7hird Party: Yes
11681 1.2 250 Series Fixed Window
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: No)
Design Pressure: i 11/-30
Other: Cr. rdiguratiof glass shall conform to the current
-00 stzin.Jarc� ind shall be safety glazed when required
hv F'[2,C, sectidn 2406.
250 Series Fixed Wi
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ- Yes
Impact Resistant: No
Design Pressure: +50,1-50
Other: Configurations of glass shall cor
ASTM E1300 standard and shall be safpt
by FBC section 2406,
rm to the current
glazed when required
72" x 72" vinyl non -impact single window
Certification Agency Certificate
FL16811 RL_Q_QAQ_QCL411,-,i-7.4 ,13-1 ,p_df
FL16811 R4_L_CAC _C_Cj_jjj:4 -p&iff
Quality Assurance Contract Expiration Date
04/10/2023
Installation Instructions
Verified By: Warren W. Schaefer P.E. 44135
Created by Independent I hird Party: Yes
Evaluation Reports
FLI68t1_R4 PAE Dri;)wingj 66,p f
Created by Independent Third Party: Yes
-1.1. 11111 11 . ...... ....... . - .............
60" x 60" vinyl non -impact single window
Certification Agency Certificate
4-1 df
�-117 pqf
Quality Assurance Contract Expiration Date
04/10/2023
Installation Instructions
EL1LB1L_R_4_U_Q_uu_,41 n g.13LL. 0—f
Verified By: Warren W. Schaefer RE, 44135
Created by independent Third Party: Yes
Evaluation Reports
ELIL 811 _R_4 —NE D r —aw 1 n g d66 - psd—f
Created by Independent 'Third Party: Yes
t
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SEE/PRESSURE TABLE
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MULTIPLE WINDOWS— IN ONE FRAME
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MULTIPLE UNIT NQTES�
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1/1`/2n21
Florida Building Code Online
FL# FL16812-R5
Application Type Revision
Code Version 2030
Application Status Approved *Approved by by DBPn. Approvals by DBpRshoU he reviewed and mUM*d by the pOC
and/or the Commission if necessary,
Comments
Archived
Product Manufacturer Pella Corporation
Address/Phone/Email IO2 Main St,
Pella, 1A50219
(6*1)621-0096
poUapmductappmva|@peUa.com
Authorized Signature TROY FAK
tbfarn@peUa.com
Technical Representative TROYpARR
Address/Phone/Email 18600NEVVILKES ROAD
PORTLAmD,ORg72JO
(503)405-9176
thfarr@peUazom
Quality Assurance Representative Pat 8ortsche|ler
Address/Phone/Email zO2Main Street
Pella, IA 5V219
(6*1)621-1000
pJ8ortscheUer@peUazom
Category Windows
Subcategory Single Hung
Compliance Method Certification Mark or Listing
Certification Agency Window and Door Manufacturer Association
Validated By TznenceE. Lunn, PE
c, Validation Checklist - nan1copy Received
Referenced Standard and Year (of Standard) %AAn&bqLd yf�-x
AAwA/WDM8/CS41V1/l.S.2/A44O-O8 2008
^AMx/vvDM4/[SA1n1/l.S.Z/A4«0'|1 2011
Equivalence of Product Standards
Certified By
Product Approval Method
Method 1 Option A
Date Submitted 11/02/2020
1 /1 V2021
Florida Building Code Onlino
Date Validated
Date Pending FBC Approval
Date Approved
mary of Products
61M
=,A. orlj�
11/10/2020
16812,1 250 Series Single Hung Window
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure; +35/-35
Other: Configurations of glass shall conform to the current
ASTM E1300 standard,
SMM=
36" X 63" vinyl non -impact single window
tuallity Assurance Contract Expiration Dat
08/13/2023
Enstallation Instructions
FL16812 R5_�ri�g_J.Q§_L.p�f
Verified By: Warren W. Schaefer RE. 44135
Created by Independent Third Party: Yes
Evaluation Reports
FL16812 R5 AE__DXAWjngja0_=
Created by Independent Third Party: Yes
,AT) 8 1 Z,', 2 50 Ser Single Hung Window 48" x 84" vinyl non -Impact single window with fully reinforced
stiles & rails
Limits of Use
Approved for use In HVHZ:�
Approved for use outside H'
Impact Resistant: No
Design Pressure: +35/-35
Other: Configurations of glass
ASTM E1300 standard,
Yes
all conform to the current
Certification Agency Certificate
Quality Assurance Contract Expiration Date
08/13/2023
Installation Instructions
Verified By: Warren W. Schaefer RE, 44135
Created by Independent Third Party: Yes
Evaluation Reports
Of
Created by independent Third Party; Yes
tittps://www.floridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDqtmmTSTNdVPsYPC%2bYipiSLiGRlZz(,'r3jL`/02b34AZIekWMbKw°/"3d%3d 212
L ALL FASTENER' SHALL BE W �COPt�NCE WITH THESE DRAW�, SPECT',TO ANCHOR EM96' TO
BASE MATERML Sk� K EZYotI) WAL1 PnSH OR STi,CCO_
2 OPEWNIS. KCKRC & BUCKNG FASTENERS M07 BE PROPEPLY OESt 'M & N9,ALLED TO
WIMD LOADS TO THE 5UMCIMIRE & THESE NON-RAPACT RALU) PRODUCT INSTXIA%&�, ARE N ACCORDMICE WffH AJX MEET THE
RCMAREWIOITS OF THE FJORIPA 13UILONG CODE (FBCI.
4, ALL ANC"ORS SECURING PR=r-T FRIIAS T3 PRESSURE TREATED R)CKS OR WOOO FRti C SKIL
K CAPASLE OF RCSI'SPNG CORROSION CAISED BY THE PRESSURE TREATING CHEurkS N IHE W003.
5. MAfff&�Ls, exlUOIN4 BUT NOT twlm TO slat SCREWS, THAT COME `MT0 CONTACT W;N* OTKR
Dr,SJ4As WkTFtWAS SHALL MEET ThE REQUIREMENTS OF FLO93A Et15.O CODE OiAPTER W
& to 1HE ST OF " KROWLEDQ. THE PROSSIK)^ 11FRE]INI IS CERTIFIED & CIOLfTY A=RCI) I eY A FLOP" STATE AMROVED CERTIFICAlX)N/,QA ENTRY & SHALL BE LAEELM N A=Rak�_-E WITH TK
FSC AND THE FIORIOA OCRARTUENT, OF BUSINESS ft PROfESSONAL RCaXA-,IOM SPECWIEATIOh
PRODUCT ASSE98LY S NOT PART OF THIS DRMWr, AND SlIALL BE IN ACCORI)MCE WTITH TTS£
MAAA)FACTLIRMS CIVILITY AS93RMCC SPCCWIC�ATKI>S & =;NG REPOTS
7. CERV41CATION OF THESE PRDDOCT WSTALLATX5W5 %MLL BE CORSIOERM V= W ARY OF TLC
FOLLOW!fy, APPLY 1) PW,-AXT IS 2k'A.1ED VITH%T A RALDRC PERMIT CF40U THE APPLICABLE LOCAL
Bi-IlLZMC DEPARTUEN7. 2) PRODUCT ;S INSTALLED Re MYOPIE OTHER TIMN A LICENSED CONTkAaOiz
FiRctourrs cERT: Arcw Eway*s cEqffr-TE Tw cAusc THESE osxiAnm To BE ei.cokRP:r OR
wml�SWEN'r MIN WWI HAS BEEN TESTED
& nfE LEAST DESIGN PRESSLK SPEC M, EMiER IN THIS CRAM OR IN THE PROM)C�l CERTIrCADON
SNAIL CONTROL FOR THE INSTALLED PROOLT.
IL THESE DRAWIt4CS CERTIFY
THE PW)UCT NSTALLAT04 ONLY. WATER PROOFINC Of THE INSTALLED
PRODUCT M NOT MT OF THIS WSTALLATION CERTIFIC-CIOW TIAT RESPONSt.,Y SIMU, BE TIMT, OF THE
I MAMJFAClLWR &./OR It Nlfk.
rOT"�f4PTPALC��
APPLIOMNLE TEST REPORTS� TIC A� %A� oc�� lly�
Kt FlOR".K., TW�OEALLASE'�W_ Ilf BOW, OF 000C YERSOR
ow4Ev,q,okTEs OR N TRE EVENT �. W� m Aoxr*WL mgm s Co.K=
Rlil� PR=Kf PROR TO 7�TW� CODE CGWMCE *TTf TW STATE, TK
Ifpt COWW4 %IN T�C *4SLAAAT*N E4r� EW�WOOZ OF RE:4�1� YMT P�k *67AUArORS
W�E PAC 0JRRW � TW_ THEN VJ�09 TE5� OXE MO APP"al 5`u*AtcS.
FRAME ANCHOR REQUIREMENTS TABLE
OPENING TYPE
FRAME/CUP/K&'L FIN TO
MINIMUM
MINIMUM
(SUBSTRATE)
OPENING FASTENER TYPE
EMBED
EDGE DIST.
FRAME SCREWS
MIN. 2X4 WOOD FRAME OR BUCK
(MIN. cart._
3 & r=0�55)
No� TO Skis OR WOOD SCREW
MIN. 18 GA. 33 KST METAL STUD I
�_TAP/DRILL
NO. 10 DR. SELF SCREW I FULL 1
1/2'
MIN, 1/8- THK A36 STEEL
I NO. 10 DR. 5 SELF TAP DRILL SCREW! FULL 1 1/2-
M14- 1/8- T14K 6063-T5 ALUM.
I NO. 10 DR. 5 SELF TAP/DFJILL SCREW 1 FULL 1 1/2'
MIN. C-90 CMU DR 2500 PSI CONCRETE
1 (2) 1/4- CONCRETE SCREW J1_1Z4jjt 2-
......
(1) INSTALLATION CLIP SCREWS
MIN. 2X4 WOOD FRAME OR BUCK
(MEN. OR. 3 & G=0.55)
NO. 'to SMS SCREW
1 1/4- 1/2'
kAN_ 18 GA 33 KSI METAL STUD
NO. TO OR. 5 SELF TAP/DRILL SCREW
FULL 1/2-
IMN. 1/8' THK A36 STEEL
NO. 10 OR. 5 SELF TAP/DRILL SCREW
FULL 1/2'
MIN. 1/8- THK 6063-T5 ALUM.
NO. 10 OR, 5 SELF TAP/DRILL SCRR"
FULL 1/2'
2500 PSI CONCRETE
(2) 3/16' CONCRETE SCREW
1 1/4- 2`
(3) NAILING FIN FASTENERS
MIN, 2X4 WOOD FRAME OR BUCK
(MIN. ON. 3 & C=0-55)
NO. 8 EMS SCREW
i
1 3/8-
1/2'
MIN. 20 WOOD FRAME OR BUCK
(MIN, GR. 3 & G=O. 55)
11 GA. ROOFING RAIL
1 3/8-
1
1/2-
MIN- 1/8- THK A36 STEEL
Na o DR. 5 SELF TAPjDRILL SORE
FULL
I
MTN. 1/8- Thx
IfttLC
7/_27
(I) FRAME AND INSTALLATION CLIP SCREWS SHALL BE A PAN OR HEX HEAD SCREW.
(2) CONCRETE SCREWS SHALL BE ILCO ULTIRACONS EICO CRETE-FLEX (S.S.), ITW
RAMSET/RED HEAD TAPCONS (C.S. OR S.S-) OR HELTI KWIK-CON It (C.3 OR S.S.).
(3) WHEN SCREWS ARE USED WITH THE NAIL FIN, THEY MUST RE A PAN HEAD OR WAFFLE HEAD
SCREW OR HAVE A FLAT WASHER AT THE SCREW HEAD.
FOR MAX. FRAME WIDTH, SEE
NOTE BELOW/—,,,\
FIN FASTENER WMHIN 2'
--
OF CORqERS & 4 1/2-
MAX_ OWHEN
REQUIRED DESIGN
PRESSURE IS OVER +/-35
PSF; 9' MAX, O-C. WHEN
JOB REQUIRED DESIGN
PRESSURE IS +/-35 PSF
OR LESS, SEE "FRAME
ANCHOR REOUIREMENTS
TABLE' ON THIS SHEET
REOUIREWENTS.
WT
CLUSTER FIN FASTENERS ATY
MEETING RAIL E_NfDS SUCH THAT
THERE ARE A TOTAL OF 5
POSITIONED AS SHOWN. SEE
'FRAME ANCHOR REQUIREMENTS
TABLE' ON THIS SHEET FOR
REQUIREMENTS.
FOR MAX- FRAME WIDTH, SEE
NOTE BELOW
4" FLAX.
FRAME SCREW' WJ`ERE SOWN
AT SIDES. SEE 'FRAME ANCHOR
REQUIREMENTS TABLE- ON THIS
SHEET FOR REGUIREMENTS.
(NOTE THAT WHEN JOB
REGUIRE DESIGN PRESSURE IS
&,E_R +/-:5 A FRAh'E FiLLER
. , FZME
KE MUST USED AT EACH
SCREW, SEE SHEET 5 FOR
PART DETAIL)
0//
EXTERIORELEVATION; EXTERIOR ELEVATION;
5LNGLE_WjNDOW SfNGLE WINDOW
SCALE: 3/4* = 1'-0" SCALE: 3/4' = 1'-0'
(NAIL FIN MOUNT CONDITION) (FRAME SCREW MOUNT CONDITION)
FOR MAX. SINGLE SIDE JAMB
WINDOW FRAME DIMENSIONS ANCHOR
AND ALLOWABLE DESIGN SPACING TABLE
MAXEMUM I MAXIMUM
PRESSURE, SEE APPLICABLE FRAME I O_-
FLORIDA APPROVAL WIDTH SPACING
11X) (IN.)
ALL ALTERNATE ANCHORS IN THEIR SPECIFIED
SUBSTRATES F"E BEEN ANALYZED IN ACCORDANCE
WITH
THEIR APPLICABLE STANDARD(S) AND ARE FOUND
TO BE EOUNALENT TO OR STRONGER THAN THE
ANCHOR(S) USED IN TESTING WITH THIS PRODUCT.
6'
m
4- MAX.
I — MAY MTT K USED — — AS.SE—
WSTK!Ai%#Y OF -Y OEHER
z
0
CD
vy z Cc
>
OL
uVf j 72 C RR�
0
Z
3i Lol
4
48" MAX- FRAME WIDTH
I'A
FOR VAX OVERALL FRAME V0TH, SEE SIDE -BY -SIDE M14DOW
A
SIZE/PRESSURE TABLE ON THIS SHEET
50/ CLUSTER FIN FASTENER
2- 2' (-A!'\ SCREWS AT MULLION 'iNDS
4 1111 SUCH THAT THERE ARE A
2' TOTAL OF 3 POSIMNED AS
- "FR F SHOWN. SEE AME
ANCHOR REQUIREMENTS
ika-P, ON SHEET i FOR
SCRERE0U�R:MEN1SNAILS
CLUSTER FIN FASTENER SCREWS, AT MULLION
pE{
THERE ARE A TOTAL OF 3 ENDS SUCH THAT (NOTEW THAT
POSITIONED AS SHOWN- SEE FRAME ANCHOR ARE NOT APPLICABLE AT
MULLION END CLUSTERS)
cn REQUIREMENTS TABLE' ON SHEET I FOR
SCREW REQUIREMENTS, (NOTE 17HAT ROOFING
CLUSTER FIN FASTENERS
NAILS ARE NOT APPLICABLE A' MULLION END cl AT MEETING RAX C14DS
2'
CLUSTERS)
SUCH THAT THERE APE A AS jillil 2 'FRAME
SITIONED TOTAL OF 5 PO
E z Z SHOWN. SE a.
ANCHOR REQUIREMENTS
TABLE ON SHEET I FOR
C!, F FIN FASTENER MTHIN 2' Or CORNERS & CLUSTER FIN FASTENERS AT
TING ENDS SUCH
4 1/2" UAk D.C. WHEN KID REQUIRED OF -SIGN EE RAIL T REQUIREMENTS m
THERE ARE A TOTAL OF 5
PRESSURE 6 OVER +/-35 PSF: 9- MAX. D.C.
POSITIONED AS SHOWN, SEE I
w WHEN JOB REQUIRED DESIGN PRESSURE IS +/-35 z
2 MFRAMF ANCHOR REQUIREMENTS ER WPTHIN 2* /////*--FIN FASTEN, C,
PSF OR LESS. SEE -FRAME ANCHOR REQUIREMENTS TABLE' ON SHEET I FOR OF CORNER & z 3
TABLE' ON SHEET I FOR REQUIREMENTS 9' MAX- O-C. SEE 'FRAME cis
11, L
ANCHOR REQUIREWEIrrS Z
TABLE' ON SHEET I FOR
REQUIREMENTS.
Z M -
EXTERIOR ELEVATION:
SIDE -BY -SIDE WINDOW >-.a
EXTERIORELF-VAMN:
SCALE: 3/4- � V-C'
(NAIL FIN MOUNT CONDITION) SINGLE WINDOW WITH TRANSQM 66
SCALE: 3/4' = 1°-0-
-BY-SIDE (NAIL FIN MOUNT CONDITION)
O
ALLOWABLE SIDE
WINDOW SIZE/PRESSURE
TABLE
I'4mALLOWABLE DESIGN PRESSUREMAXIMUMMAXIMUM ALLOWABLE
"ERALL "Som UwTs ONO
l-FRAME PRESSURE
w
FRAME HEIGHT (+/- PSF)
+/-35 PSF
WIDTH DIMENSION
DIMENSION (IN.)
(IN.)
TRIPLE WINDOW
log PRESSURES CONDITIONS SHOWN IN THIS I>
1 63 1 35
1:n_L DRAWING APE GOVERNED BY INSTALLATION sz,
_L7 30
REQUIREMENTS ONLY. THE GOVERNING
_ 2 CONDITIONS ON ANY SPECIFIC PROD DUCT
DOUBLE WINDOW SHALL BE THE LESSER OF THOSE SPECIFIED
26 72 72 5 35
1 IN THE PRODUCTS STATE APPROVAL OR THAT 1867 B
1/ 50 SHOWN IN THESE DRAWINGS.
2 5
m
FOR MAX_GVERALL FRAME WIDTH, SEE S!OE-BY-&!D-w WiNDOW
SIZE/PRESSURE TABLE ON THIS SHEET
DUAL WWDOW WIDTH AINiDOW WOY-EH iN — — INVOUAL WINDOW WIDTH —
I ill --I r—1 3- z 3-
4' MAX.. 13 1/4' Y 13 1/4, T3 1/4-
MAX. O.C.MAX. Q.C. MAX. D.C. 4- VAk
4' MAX-
\-I
flillil 4
WAVE -'(�EWS WHERE SHOWN AT HEAD &
-FRAME
SIDES. SEE ANCHOR REQUIREMENTS
TABLE- ON SHEEl' I FOR REQUIREMENTS. (NG-41-
THAT WHEN JOB REQUIRED DESIGN PRESSURE
IS OVER +1-35 A FRAME FILLER MUST BE —
USED AT EACH FRAME SCREW, SEE SKEET 5
FOR PART DENQ
I fill:
INSTALLATION CUPS WHERE SHOWN AT SILL.
SEE "FRAME ANCHOR REQUIREMENTS TABLE' ON
SHEET I FOR REQUIREMENTS.,,,-N
4- MAX. 12 1/4' ,44-,--12 1/4' 'T-i 12 -1 MAX,O.0 cIMAX.Oc 4-14-141 Im,
EXTERIOR ELEVATION:
SIDE -BY -SIDE WINDOW
SCALE: 3/4- = I'-G'
(FRAME SCREW AND CLIP MOUNT CONDITION)
ALLOWABLE SIDE -BY -SIDE
WINDOW SIZE/PRESSURE
TABLE
—� �IWJM MAXIMUM ALLOWABLE
OVERALL FRAME PRESSURE
FRAM'- HEIGHT (+/- RsF)
WIDTH DfMENSICN
MMENWN
(II,L)
TRIPLE WINDOW
--To--,- T-63 1 35
I DOUBLE WINDOW
1 96 1 72 1 35
7:2 �t/2 �1.
4* MAX.
VAX -
SIDE JAMB
ANCHOR
SPACING TABLE
MAXIMUM I MAXIMUM
INOWUAL D.C.
WINDOW SPACING
WIDTH (IN.)
(!N-) ,
PRESSURES & CONDITIONS SHOWN IN THIS
DRKWtNG ARE GOVERNED BY INSTALLATTON
REQUIREMENTS ONLY. THE GCVERNV4G
CONDITIONS 04 A.Mf SPECIRC PRODUCT
SHALL RE THE LESSER OF THOSE SPECIFIED
IN THE PRODUCTS STATE APPROVAL OR THAT
SHOWN' IN THESE DRAWMS.
A8- MAX. FRAME MOTH
4' MAX.
3:F
3�,
FRAME SCREWS WHERE SHOWN
AT SIDES. SEE "FRAME ANCHOR
D REQUIREMENTS TABLE" ON SHEET
7 FOR REQUIREMENTS.
I-v
6'
D
EXTERIOR ELMALION:
StNQLE WINDOW WITH TRANSOM
SCALE- 3/4' = 1'-0'
(FRAME SCREW MOUNT CONDITION)
ALLOWABLE DESIGN PNLRESSURE
mwwm UmTs OY)
+/-35 PSF
z
C,
z
0
z I
cz
D
z cao
Li
0�
uj cS
U)
N t4z Y
OF
Fief FASTENER PER FRAME SCREW PER
ELEVATION ELEVATION
SUBSTRATE 8; SUBSTRATE BY SUBSTRATE BY
SEALANT HY OTHERS OTHERS PER FRAME SCREW OTHERS PER SEALANT BY OTHERS OTHERS PER
BEHIND NAIL FIN "FRAME ANCHOR PER ELE'JAT€ON "FRAME ANCHOR BEHIND FRAME FLANGE -FRAME ANCHOR
% - REQU3REME?,U % _ REQUIREMENTS REQUIREMENTS
TABLE' TABLE" TABLE'
..i
1/4' MAX. 1/4' MAX SHIM :"... Ef4' MAX. SHIM
SPACE- AT EACH ANCHORg _. AT EACH ANCHOR
SEALANTBY E p S.AiANT 84' ----- SEAT BY
OTHERS -f� OTHERS �� OTHERS
T-5... SPACE :VITH 'EXFERfOR-t—SE.Ai SPACE 4dicf EXTERIOR' S�., { `—SEA: SPACE WITHa.,..1 LOW EXPA:NSON LOW EXPANS*N k L-� LOW EXPANSION
.`
E FOAM. AROUND 4 FOAM AROUND � 4 (� FOAM AROUND �
EXiERtt}R ; PERIMETER OF FRAME Fi LE.R ( PERIMETER OF FRAME F1-LER (I PERIMETER OF
WINDOW FRAME � tt x�L wINDCW FRAME ff x Y#NDOW FRAME
SECTION AT SECTION A2 ALTERNATE SECTION
SCALE: 3/4 FU 4 SCALE: 3/4 FULL 4 SCALE: 1/2 FULL �i 6
(NAIL FIN MOUNT) (FRAME SCREW MOUNT CON-,fTiON) (FRAME SCREW MOUNT CONDITION WITH FLANGE)
EXTER30R � �
EXTERIOR
SEAL SPACE WITH SEAL SPACE WITH =
LOW EXPANSION LOW EXPANSION w
FOAM AROUND FOAM AROUND
PERIMETER OF SHIM AS REO'D TO nI+ PERIMETER OF
WINDOW FRAME I4 WIND OtiY ORT & AEEGN .. I WINDOW FRAME
!!ff WINDOW �
3
INSTALLATION
SEALANT BY � � C3 - SEALANT BY—
OTHERS� � CLIP
OTHERS
w� MAX. _
1/4" MAX
...,. 1/4 (�
SPACE .
SHIM AS REQ'D TO a MAX. 3/16" SHIM SPACE
SUPPORT & ALIGN
( THICK X 3"
WINDOW... _ A�EACHIM. CtJP
SEALANT BY OTHERS SUBSTRATE BY SUBSTRATE BY pTHERS I.NSTALLAWN CUP SCREW PER
BEHIND NAIL FIN OTHERS PER PER "FRAME ANCHOR "FRAME ANCHOR REQLIIREENTS
FIN FASTENER PER REQUIREMENTSR REQUIREMENTS TABLE` TABLE` (2 PER CUP).
ELEVATION TABLE" SECTION S2
SECTION gp SCALE: 3/4 FULL 4
SCALE: 3/4 FULL 4 (INSTALLATION CLIP MOUNT CONDITION)
t (NAIL FIN MOUNT;
0
0
}
18fi7
B
4 5
1/4' VAX -
SPACE
SUBSTRATE BY
OTHERS PER
FRAME ANCHOR
REOUVEMENTS
TABLE'
FIN FASTENER---'
PER ELEVATION
FRAb4E W0Tq -
SEAL SPACE WITH
LOW EXPANSICN
FOAM AROUND
PER',METER OF
WINDOW FRAME
SEALANT ar—_
OTHERS
BEHIND NAIL
FIN
SEALAIL`f By
OTHERS EXTERIOR
SECTION, Cy
SCALE: 3/4 FULL
(NAIL FIN MOUNT)
1/4, WA.X- Sim
AT EACH ANCHOR
SUBSTRATE BY--,
OTHERS PER
FRAME ANCHOR
RE=REWENTS
TABLE"
FRAME SCREW —. I /
PER ELEVATtOJN - V
7
FRAME HEIGHT
SEAL SPACE WITH
LOW EXPANSICK
FOAM AROUND
PERIMETER OF
WINDOW FRAME
SEALANT BY
OTHERS [�ERIOR
SECTION
SCALE: 3/4 FULL
(FRAME SCREW MOUNT CONDITION)
CONINUOUS WOOD MEMBER LESS
114 THICKNESS THAN A 2X_ BUCK
0.604
TO BE MIFL 3 1/2- DEEP (NOT ^
SUBSTRATE BY OTHERS
Tss
REQUIRED WHEN SHIM SPACE IS
PER "FRAME ANCHOR
WITHIN ALLOWABLE DIMENSIONS
SHOWN IN SECTiONS)�
'E'
REOU�REMENTS TAB'
0.604
2.485
p
SEALANT BY
OTHERS
0
2AW_BAts6F_
(D BAW_B&I�f
(RIGID PVC)
(RIGID PVC)
FRAME SCREW PER
ELEVATION & 'FRAME
ANCHOR REQUIREMENTS
TABLE-
QPTIONAL DIRECT MOUNT DETAIL
TO SUBSTRATE WITH SPACER
(HEAD SECTION SHOWN; SIDES ARE INSTALLED THE SAVE)
(DIRECT MOUNT CONDITION IS NOT APPLICABLE AT SILL)
(FOR DETAIL NOT SHOWN, SEE OTHER SECTIONS)
I/"- VAX. SHim
AT EACH ANCHOR
SUBSTRATE By
OTHERS PER
"FRAME ANCHOR
REQUIREMENTS
TABLE"
FRAME HEIGHT -
-SEAL SPACE *rFH
LOW EXPANSION
FOAM AROUND
PERIMETER OF
WIN',--W FRAME
FRAME SCREW --�',
PER ELEVATICUN
SEALANT SY:
OTHERS BEHIND
FRAME - FLANGE
SEALANT By
OTHERS
ALTERNATE SECTION
SCALE: 1/2 FULL
(FRAME SCREW MOUNT CONDITION WITH FLANGE)
z
0-375
020
a500
z
ZS
0,225T
z
LENGTH = 3.O4D-
3 000 0,1
(RIC11D PVC)
z
z-
(NOTE THAT WHEN
REWIRED
JOB
OSDC DESIGN PRESSURE
is OVER A
z0
Z_� 9 --
+/-35
FRAME FILLER MUST
Y, 5
lL 32
c.t
r
BE USED AT EACH
0. 060 FRAME SCREW)
L4 nT
Fz
�'
0.293
0
a
l
00
q
INSTAL[ ADON CLIP
I
z
0
(RIGID PVC)
P, � -6
5 - 5
11
12/29/2020
FL #
Application Type
Code Version
Application Status
Comments
Archived
Product Manufacturer
Address/Phone/Email
Authorized Signature
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Small
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
Florida Building Code Online
FL1.6528 " R3
Affirmation
2020
Approved
Pella Corporation
102 Main St.
Pella, IA 50219
(641) 621-6096
pellaproductapproval@pella,cam
Matt Waldron
waldrenmc@pella,com
TROY FARR
18600 NE WILKES ROAD
PORTLAND, OR 97230
(503) 405-9176
tbfarr@pelia,com
Pat Bortscheller
102 Main Street
Pella, IA 50219
(641) 621-1000
P]Bortschelleroa pella, corn
Windows
Mullions
Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
Evaluation Report - Hardcopy Received
Warren W, Schaefer, RE,
PE-44135
Window and Door Manufacturers Association-QA
03/08/2022
Terrence E. Lunn, PE
Validation Checklist - Hardcopy Received
f. 09p9DACamw
I affirm that there are no changes in the new Florida Building
https:llwww.fioridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqvqqu2w%2bnFgULpZs7tVOY4opDf(3B45E3WORv8PaDUBqtA%3d%3(i 112
12/29/2020
Documentation from approved Evaluation or Validation Entity
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
Florida Building Code Online
Code which affect my product(s) and my product(s) are in
compliance with the new Florida Building Code,
Yes No N/A
Method 2 Option B
07/14/2020
07/14/2020
07/22/2020
FL # Model, Number or Name
Description
:210Vinyl Window Series Aluminum
Non -Impact Tube Mullion
Tube Mullion
Limits of Use
Installation Instructions
Approved for use In HVHZ*, No
EL1kM_aL1LDrx=g_1KL0f
Approved for use outside HVHZ: Yes
Verified By: Warren W, Schaefer 44135
Impact Resistant; No
Created by Independent Third Party: Yes
Design Pressure: N/A
Evaluation Reports
Other: Mullion size, pressure, assembly, use, limitations and
installation requirements are to be as specified In the attached
Created by Independent Third Party: Yes
drawing No. 1865 & evaluation report WWS-246, Job required
design wind pressure shall be calculated in accordance with the
i Florida Building Code Chapter 16 and ASCE 7 Minimum Design
Loads for Buildings and Other Structures,
https://www,floridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDqvqqu2w°/`2bnFgULpZs7tVOY4epDfgB�t5E3WORv8PaDuBqtA`/`3d°/�3d 2/2
MULLION LCAD
AREA CONSIDEREG,
MULLION LEN-07H
CENTER Of
In
+
ei
ALL M`1.rLLK,`m tNu
CLEP DETAILS Oct
SHEETS 3 & 4
'A' = LESSER OF (WULLION LEW-T`H12) OR (TRANSOM MN.DCW H-EIGHIT/2)
'B' - LESSER Of (MULLION LENCTH/2) OR (BOIFTIOM WINDOW HEIGHT/2)
SINGLE WINDOW WITH TRAN20M
(SEE LOAD TABLE 1.0)
NOTE: BOTTOU WINDOW MAY BE A FIXED, CASEMENT, AWNING,
SINGLE HUNG OR DOUBLE HUNG WINDOW. TOP WINDOW MAY
BE ANY FIXED OR AWN24G WINOCIN.
WINDOW
WIDTH L-
L/2 I
� w-
MULLIL
ON LOAD
�
AREA LOAD WIDTH
CONSIDERED -d = A + 8
WINDOW I
MDT' H > V pI
-A- = L/2
SEE MULLION
ENO CLIP
DETAILS ON
SHEETS
3 & 4
T
FIXED WINDOW TO FIXED 'WINDOW
WHEN WINDOW WIDTHS ARE GREATER
THAN THE MULLION LENGTH
(SEE LOAD TABLE 1.0)
NOTE: WINDOWS MAY BE STACKED I1ORlZQHTAL OR VERTICAL
-CD. 11<1 — — .1E08LY
VAR
AN, R, SAE �KTRCP
MULLION —
LOAD AREA
CONSIDERED
CENTER OF
CENTER OF
W?N"I;w
WINDOW
I LOAD WIDTH
I
(A+S)/2
--,I
SEE MULLION
EN.0
DETAILS ON
SHEETS 3 & 4
SEE MULLkN
END CUP
DETAILS C
SiEETS 3 At 4
'A'
FIXED WINDOW TO FIXED VNDOW WHEN WINDOW MOTHS
ARE LESS THAN OR EQUAL TO THE MULLION LENGTH
(SEE LOAD TABLE 1.0)
NOTE: WINDOWS MAY BE STACKED HORIZONTAL OR VERTICAL
IM13
L. TNS w-ILLION SYSTEm. NAS KEN DESIC;WD IN ACCCROAWE Mm AMC MEET �.E PEOUIP"t4TS
0Y CHnPTER 17 OF THE FLORIDA Et XDWC OBOE & IS APPROVED FOR CESKN PRESSURES NOT TO
EXCEED FROSF SHOWN W PIE -ALLOWABLE DESNN PRESSURE TARLE(Sj-,
2 CREW �5 . BOCIERIG & MY-KNO FASTENERS MUST BE PROPERLY OENCIJS & WSIALLM 70
TRANSFER �3 LOADS FROM THE MULLIONS AND IMNDDWS TO THE STRUCTURE
3. ALL I-ARCWA.RE & FASTENERS SIMlLL BE W ACTOR'AW1 `�H THESE DRINIONCZ5 & SNJ VOL
VARY UNLESS SPEOTICklY MENTIONED ON W� CRAWGS SPECIFIED AK40R LURED TO, BISE
MATERIAL SNALL BE 13CIONID Akll FMSH OR STUCCO,
4IgS ii=109 SYSTEM IS RATED FOR USE Ni MON- NZ ARM ONLY,
S. THIS Uu--OW SYSTEM 6 `11—PACT RATED- ALL OPEWNCS THAT NCLUDE THIS MULPON
SISTEW MUST BE SHUTTERED WITH A FLORIOA CODE APPROWF[I SHUTTER WHERE RV)UD, 91 CODE
6, ALL. ANCHORS SECURINC, uliLt" CUPS TO PRESSURE TREATED NICKS OR WOCE FRAMING
9-ALL BE CAPABLE OF RESISTRC COON CAUSED BY THE PRICSSLIPE TREATWO CHEW-k-S IN
7 DETERMINE THE PMTIVE & NECALK M%W LahOS TO LISS WHEN PEFERENCRZ P4M
DOCUMEN'5 IN ACCOROANC-E WIT" FRE OCNERIARG CODE AND COVER—G WRl-J VELOOY. FOR WIND
LOAD CALCULATIONS IN ACCERSUICE WITH THE
FIOR-10A 9"NG CODF- A DRECr"ALITY FACTOR OF
Ad - Sa} MAY BE APPLIED PER THE ASCE-7 STANCAPIL
& "TERWLS. INCLUDAW, BUT NOR LiMCTED 10 STEEL SCREWS. TNAT COME TICO COWICT WTN
OTNER DISSUBAR MATERIALS SHALL MEET Tit( REOUREMEXIS OF FJORICA SUlLCFRO COOT
CFkPTER
20
9 CERT7ICkrlCAl OF THS MULLION SYSTEAt SIULI RE CONSIDERED M041i F NSIALLE9 W7lGUT A
8-UN PERNa FROM THE APPLCABLE LOCAL BVLDWG DEPARTMENT OR W NSrALLEO BY ANY04E
C�Sii THAN A LICENSED CONTRACTOR EXP PE
W� AWMDCW N'TALLAMNS.
t0- ALL SKAU BE U14DER SEPERATE APPROVA,1-
1. ALL PEEL
M SER'�ES hON-IMPACT VWYL WINDOWS MAY BE SUPPORTED BY THS WiUU00
S�STEV MOVDiRG IEY ARE PROPERLY ANON ITS TO THE UULLON,
12. ALL
PRESSURE ON THE WEILLED UNITS SFAL BE C09TROCLED By THE LESSER
ALLOWABLE PR
OF �,f lAULLIC & ITS END CONNECTIONS OR IK WI
IT SJPPOR�-
11 RINDOW SIZES SHALL BE RESMICTED BY T.EIR OWN IRWOUIL APPROVAL
'I MCHOPW, 01 WINDOWS TO THE OPENWC SAK1 BE PER TIN.
RMPECTIVC AFRROVRI-
is, CON(Imoks NOT SN'wN OR CO'ERED IN TkS LNG S'U'LL BE SuBjEct TO SEPAPArl. REvkw
A90 JOB SPECIFIC CERTIMATKU By A FLORIDA LICENSED ENGINEER
I& LINE ALLOWABLE PRESSURES STATED W r,1 LOAD TA
CONSODER THE WORSE CASE Of
MULLION SIRESS. BE CTION ANS END RFACTION
:7UUUON TUBES SHALL BE CONTINUOUS FROM ENO TO END.
& W1*1 VERTI-ALLY STAC.EIL SINE
WAl,UFAC1`UPEP/.STACLE. N11U WRUK THAT T.E -,EAO
WUCm, OF THE ABOVE WNDOW(S) WILL NOT CAUSE UNDO STRESS OR THE BELOW —Mwi7S) "n
�'LLON SYSTEM ES DESICAIED FOR WIND LOA[) RESISTANCE ONLY & rS MOT CO WEREO 10
SUPPORT 1),E WEIGHT OF THE WINDOWS
Wit[ *11 LENGTIH
r—
I
SEE MULL*N END
CUP OET/d',S ON
SHEETS 3 & 4
CENTER OF
MN DOW
tz
T
Ir
tg
al
OF
----L- ENTER C
MULLION LOAD
AREA CONSIDERED
FOR THIS VULLrN,
SEE RESPECTIVE
W!NDjw To MND91v
ELEVATION
TWO(2)
a!��Q WINT
SINGLE
FIXED WINDOW RANSOM
(SEE LOAD TABLE 2.0)
NOTES,
' BOTTOM WINDOV6 MAY BE ANY FIXED. CASEMENT, AWNING,
SINGLE HUhC OR DOUBLE HUNG WINDOW,
BOTTOM WINDOWS MAY BE MULLED TOGETHER PER THIS
DRAWING OR PER THE INDIVIDUAL WINDOW APPROVAL.
CENTER OF CENTER OF
WINDOW WINDOW
LOAD MOTH
(A+8);2
SEE MUL,'iON
iT
IiiEND CUP
DETAILS ON
SHEETS 3 4 Z3
LOAD AREA
CONSIDERED
III
SEE
END CUP
DETAILS ON
SHEETS
$€VOLE OPERABLE
WINDOW TO A SINGLE
OPERABLE OR FIXED WINDOW
(SEE LOAD TABLE 3.0)
NOTES:
• WINDOWS MAY BE STACKED HORIZONTAL OR VERTICAL �'s „'
OPERABLE WINDOWS) MAY BE CASEMENT, AWNING, SINGLE
HONG OR DOUBLE HUNG WINDOWS.
VU LION LENGTH
--T—SEE
mul LUON END
DETAILS 014
CLIP
SHEETS 3 & 4
C "E EI. R OF
WINDOW
B, if
CENTER DF
WINDOW
If
-MULLION LOAD
AREA CONSIDERED
Lk
P,VO(2)
PANEL SLIDING WIN09N WITF
A SINGLE
RXED MNDOW TRANSOM
(SEE LOAD TABLE 2.0)
CENTER OF
CENTER OF CENTER OF
RNIDOW CENTER OF
WINDOW WINDOW
PANEL WINO -ow
PANEL PANEL
W',",",
LOAD W`T;4 I
MULLION LOAD (A+B;/2
MULLION LOACI (A+B)/2
AREA CONSIDERED
AREA CONSIDERED
nn SEE MULLION
it ilk I END CW
N SEE MULLIO
END CUP
DETAILS ON
DETAILS ON
SHEETS 3 & 4
SHEETS 3 4
�I III fiE
Z
Z'
SEE MULLION0
ENDEND I) CUP
DETAILS ON
SHEETS 3 & 4
DETAILS 0,44
SHEETS 3 & 41
-A
JO
4--
'A'
F
-A-
SC,IDENG iNiND4W NEXT TO A SINGLE
SL;D'<IvG WINDOW NEXT T(3 A SLIDING
FIXU MINDHOW
WINDOW
(SEE LOAD TABLE 1-0)
(SEE LOAD TABLE 1.0)
OTE: 2-PANEL SLUNG WINDOW IS SHOWN. MORE TRAN 2
NOTE:
NOTE: 2-PANEL SLIDING WNDOWS ARE SHOWN. MORE THAN
PANELS MAY APPLY TO THE SUITING WINDOW.
I - M-1 ION
2 PANELS MAY APPLY TO THE SLUNG WINDOWS -
E—
MULUON LENGTH
f
I
L
MULLION
SEE UULUCIN END CLIP
DETAILS SHEETS
LOAD AREA
CONSOLRED
SEE mULUON END CUP
DETAILS ON SHEETS 3 & 4
ON
3
4
CENTER OF
CENTER OF
WINDOW
-4-
WNCOW-,
+
CENTER OF
O/K
CENTER OF
WINDOWS
—
MULLION
LOAD AREA
C0,4SIDERE
tj
I
L 2/1
A
FOR THIS MULLION,
SEE RESPECTIVE
NDOW TO WINDOW
ELEVATION'
OR THIS MULLON,
SEE RESPECTIVE
L
WINDOW TO WINCON
MULTIPLE
WINDOWS WITH TRANSOM,
(SEE LOAD TABLE 3.0)
MULTIPLE WINDOWS !SEE LOAD TABLE 10)
NOTES:
TRANSOM MAY BE SINGLE OR MUI-TIPLE WINDOWS
• BOTTOM WINDOWS MAY BE ANY QUANTITY OF FIXED.
CASEMENT,
AWNING, SINGLE HUNG. DOUBLE HUNG OR SUITING
WINDOWS.
NOTES,
• CONTINUOUS MULLIONS MAY BE HORIZONTAL OR VERTICAL
,HORIZONTAL SHOW),
- WINDOWS MAY BE ANY QUANTITY OF FIXED OR OPERABLE
WINDOWS.
2 �
1 1/2-
2 318-
1 r_—_
WIN NO- 10 X 112'
SELF TAP/DRILL
SCREWS (2 PER SIDE
OF MULLION) --\
1/2- f
MAX-
3/8-
112' MIN.
1/2" M;N-
-Tr
I I
i F
MIN- i
SUBSTRATE
SCREW PER "ANCHOR PER 'ANCHOR
REQUIREMENTS TABLE` REQUIREMENTS
CO,`N- 'ION "Al' & "A2' TABLE-
= TO WOOD, CONCRETE, METAL STUD,
STEEL OR ALUMINUM SUBSTRATES
"A2" = TO CMIU SUBSTRATE
i 112"
3/8- 3/8-
1/2' MIN.
-0-
4'
1 2 3/8'
112' ---4 fi- 7/2-
MIN. NO. IG X 1/2- 1/2'
S-PR TA
-77,-TF- \\-E 4il --k-Tf- MIN.
SCREWS(2 PER SIDE
OF MULLION)
3 L'T4114 0
3/4- MI
CLIP SCREW PER -ANCHOR
REQUIREMENTS TABLE'�
CONNECTION -Bl- & -B2
"E31" = TO WOOD, CONCRETE, METAL STUD,
STEEL OR ALUMINUM SUBSTRATES
"B2' = TO CMU SUBSTRATE
(EXTENDED PORTION OF THE CLIP MAY BE TO THE INTERIOR OR
EXTERIOR OF THE SUPPORTING SUBSTRATE)
ANCHOR REOUIREMENTS-TABLE
—N
OPEING YPMNIM ATIUM
FASTENER TYPE(SUBSTRATE) MlEEDOE �Dl I
SCREWS FOR CONNECTIONS Al, A2, BI & 62
MIN, 2X4 WOOD FRAME OR BUCK
(M!W GR. 3 & G=0.55)
NO. TO SUS OR WOOD SCREW 1 3/8.
MIN- 18 GA. 33 KSt METAL STUD
NCL 10 GR. 5 SELF TAP/DRILL SCREW FULL
1/2-
MIN. 1/8- THK A36 STEEL
NO, TO GR- 5 SELF TAP/DRILL SCREW FULL
1/2-
WI'L 1/5- THK 6063-T5 ALCM.
NO, TO GR. 5 SELF TAP/DRILL SCREW PULL
1/2-
MIN. -TO CIAU
(1) 1/4' CONCRETE SCREW 1 1/4-
27
MIN.
SCREWS FOR CONNECTION C
MIN. 2X4 WOOD FRAME OR StKK
(MIN. GR. 3 & G=0.55)
NO. IS SMS OR 'WOOD SCREW 1 3/8,
1/2-
M[W 1/8- THK A36 STEEL
NO. 10 OR. 5 SELF TAP/DR, ��D LL SCREW FULL
1/2-
MIN. 1/8- THK 6063-T5 ALUM.
NO. 10 GR. 5 SELF TAP/DPtSCREW FULL
1/2-
(1) CONCRETE SCREWS SHALL BE ELCO ULTWONS (C,S,), ELCO CR-ETF-FLEX (S.S.), TTW
RAMSET/RED HEAD TAPCONS (C.S OR S.S.) OR HILD KWIK-CON It (C S OR S S),
1/4-
VAX.
SUBSTRATE
PER 'ANCHOR
REOUBEMENTS
TABLE"
2 7 1 /5- 2 3/8
11 -
MIN
1/2' 112
MIN, NO. 10 X 1/2* 1/2' NOTE: SHIM 6
SELF TAP/DRILI i MIN ONLY REQUIRED
SCREWS (2 PER SIDE AT SILLS OF
�
OF MULLION) *l-T OPENINGS
4 . .1 0 1 1/4' MAX.
1 1/2' MHN. 3/4' WN . - ' -
III SHIM/SPACE
------------
CLIP TO BE SHOP BENT BY
L 112- PELLA (IF FIELD BENT, THE
MIN 3/8- CLIP SCREW CLIP MUST BE THOROUGHLY
-I"
PER INSPECTED FOR CRACKNG:i
"ANCHOR I
1 112- 1/2- REQUIREMENTS PRIOR TO INSTALLATION)
TABLE- SUBSTRATE PER 'ANCHOR
CONNECTION "C- REQUIREMENTS TABLE'
(TO WOOD. STEEL OR ALUMINUM SUBSTRATES)
(CLIP MAY BE PLACED AT INTERIOR OR EXTERIOR OF THE SUPPORTING SUBSTRATE)
3
3/8'
OPTION TO NOTCH OUT FACE OF
MULLION IF RFO'D FOR PLACEMENT
OF TOPE MULLION
MIN. NO. 10 X 1/2'
SELF TAP/ORILI
SCREWS (2 PER 4
SIX, OF elfft
VULLION)
4 MIN,
I I riv- k
1/2' WIN —l' 3- 1/2 . MIN,
f-t
-T—
--
112- VtN'
7112- WIN.
MIN 140. 10 X 1/2-
SELF
SCREWS (2 PER SIDE I I
OF MU! LION)
MAX. 111 3/4 MIN.
Z-MiNf- NG. 10 X 1/2- GRADE 5 SE
TAP/DRLL SCREWS (3 PER CUP)
MULLION TO MULLION CQNNECTION -D
SEE CONXECT!ON
2375 'Al' & "AZ' FOR
THPU HOLE
LOCATIONS &
0125 - 3-375 RECUIREMENTS
0125
0.437
Co MULLION 2.7 1 25
L013-T6 ALEPILNUkf
MULLION CLIP USED WITH
CONNECTION TYPES "AI & "A2"
L66-53-T �AUVINUMAI
SEE CONNECTION
-D' FOR THRU
2375 HOLE LOCATIONS &
I REWREMENTS
0.125
U,
U1111
25
So MULUON CLIP USED WITH
CONNECTION TYPE V
(6063-6_W �NUW
--CLIP SCREW PER -ANCHOR
REOUiREMENTS TABLE—'
CONNE' ION 'E"
-.T
(APPLICABLE TO ALL SUBSTRATES)
5-250
71
SEE CONNECTION
MIN. THRU HOLE
2.375 LOCATIONS k
REQUIREMENTS
0, 125
1125
0.125
0 MULLION CLIP USED WITH
CONNECTION TYPES 'Bl" & "82-
fA063-T6—ttllmllul
T—
—SEE CONNECTION
T gig
2.375
-E" 'OR THRU
HOLE LOCATIONS
0.357
REQUIREMENTS
0.059
(D M'ULLIGN CQA
2 000 O. 125
(D MULLION CLIP USED WITH CONNECTION TYPE "E"
LEN 60 -T6 MINUM
WINDOW FRl,VE-
ANCHORS PER
WtNDQ4
APPROVAL
1/2.
MIN,
PER 'ANCHOR
R,-ou JREMENTS
TABLE
J Ir
n
[5 -=It-RiOR
NQ-.L. SEALANTSSHALI BE AS
REQUIRED TO 'GRU A PERMANENT
WATER TIGHT SEAL
TYP
ICAL JAMB TO MULLION DETAIL
(FIXED WINDOW JAMBS SHOWN. JAMBS
OF OTHER WINDOW TYPES ARE
SECURED TO THE MULLION THE SAME,)
�-- 5.250
4-4--
2,37
6
2.. 25 5
MIN,
3/2' MIN 2.125
2 �to',O
1,50, MIN + 1=2 1
+ T
SEE CONNECTION "C' FOR THRU
HOLE LOCATIONS & REQUIREMENTS
(DMULLION CLIP USED WITH CONNECHON
TYPE 'C
4 �
LOAD TAKE I .G S
--Lclw E ssu"�c
I _:j
LEN(; -0'
21
'32 2.'Q
32
36 i 2t
3�
12C, -'3 1 255 1
48 1 21 c
42 1
1b 291
35,0
24
la
_12
66
60
2767
3i2
96
155
3 115
3C 43.9
21 23
21 703
12-r 25-2
66 1 27,5
60 303
5; 1 316
9r) '8 37,8
=12=1== 13 2
72 1 31.0
66 33.6
60
8. 5a 1 41.3
ao 16.5
511 a
31 1 MCI
72
G 22
4�5.5
75 -1 -5i _6
58
39 70.0 1
72 092
66 517
L72
48 700
66, L. 66 7060
LOAD T KE 2.0
LOAD TABLE 3.0
��6'L
I,/- PSF)
i. cc�.Ecr-s I Fq CONNECTIONS L lic
9" C, D E A2 OR 82 �62
1 P815o,7
2.,6 2�'6 66 1 513
19,2 60 n
64�- - -
'12 24,0 60 5467.6 19.6
P, =-
320 55b
I 36 76�. 0
255 38 700 7a 0
120 25., 1
3,S w 6-76
[ 18 125 '2-5
5 19.5 19,5
.8 71.3 7a'o
I �2 25.0 -7so 56-0
i ........... 25.a
2g 2
'G'� F 29 122
3 'a
2 7
1 14,5 4 00 1
Mg 7�t f loo
--211 e 208
22.7 227
Ba -11 _9 2,_3
27+7
96 31.2 2
35_6 !'N-STR�i ��INSMTAKLLjLL
35.& 1, DETERMINE THE MULLION LEAICTIK LOAD WPT,,
36 111-5 1
-. USING THE APPLICABLE ELEVATION ON SHEETS 1
.xs a9.9 49.9 1 2� DETERMINE REQUIRED V.ND PRESSURE FOR THE
r -2. 613
21, 70 u 70 a OPENING-
r2 3. 2 24.9 1 DETERMINE THE CONNECTION TYPE TO BE USED-
�r
27,5 4.. FIND THE APPLICABLE PRESSURE FOR THE
CONNECTION TYPE BEING USEP,
r-SA 33-6 E I'l'
1 411 1�j
- �7 8 _2, TABLE110T S
r 42 - .3.7 4 1 1. FOR ALL CONNECTION TYPES, SEE SHEETS 3 & 4
50�4 49's
r FOR DETAIL,
605 59.7 - 2. IN ORDER TO SWPLWY TABLES, TABLE PRESSURES
70.0 ARE LIMITED TO 70 PSF, USE OF THESE MULLIGNS
26.7
FOR PRESSURES HIGHER THAN 70 PSF SItALL BE
66 339a 29-1
RFIACNED UNDER SEPARATE APPROVAL-
371 12.0
-3 356 3. THESE LOAD TABLES ARE CERTIFIED AS CORRECT;N
16.5 ;5 CCNTENT. HUYVE�ER, CHOOSING OF THE CORRECT
53.2 7<5 -I MULLION & CONNECTION FROM THESE TABLES FOR ITS
42 i-S"
m 620 SPECIFIC USE 'S THE RESPONSIBILITY OF THOSE USING
30 �4.0 THE TABLES AND SHOULD BE VERIFIf -D BY THE
27 04 BUILOLVG OFFICIAL 011? A FLORIDA CERTIFIED �--NCINEER
8,7
.21
46,5 3�65
54 5196
78 a6 58.t 31
42 66.+ 49-2
36 70.0 57.4
F -m 00 6&9
29 7 .0 704
f 72 1267 37.1
--
66 0 Zf- -3
1 60 50,7 37.3
72 54 563 15
ab 63.3 46.7
'2 760
36 1 700 62.2
12 70.0 70,0
_2 ------- 139
11 1 G
E5
-2
20
I
+/-
_sc0`lEcT*NS
c' aN E
2- 3 5
16 1 425
FRESSU�
co -EC INS
A2 OR 82
2,5
itt
108
21 R
,,2 25G
So
25J
E=K-
30 11 G
1 35.0
�+a
1 434
5864
96
90
72 1 208
08
66 22
7
27,7
:E
z
0
z
0
81
0
z
>
1
z
`z
ct
0
a,
z
0 <
I
tab
CL
31.2
4S69
21 623
21 70,0
72 25.2
700
25
66 2-7-,5
2T5
60 303
30.3
33.6
118
3 7.0
a43.2
L4
43-2
36 50A
50,
1
30 1 6i-s
60.5
25 10.0
7090
6,
72 L-41 q
66 338
33-9
�7-2
5. 4,
1 -3
e8 4fi.5
16's
413�2
512
36 6z.a
62.0
-
<
z
5.
z �j
<
u H,
j 0
Z
00
78
72 r 187
38.7
M 1 2
42.7
- -----
516
51.6
586
r"2 4
39 7ao
70,0
72
72 2
44,9
66
QV5
60 Y 59. F
53.3
54 55.6
59.3
48 70.0
66'7
66
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480�.
657
52,9
60 700
ts 2
Ugo
54 70,0
6196
49 700
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60
72 0
53.3
66 7ac
58.2
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640
54
00
72 700
59,3
56 70,3
60 70.O
700
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72 0
1865 A