HomeMy WebLinkAbout22-3703BAR-00370
Issue Date: 03/04/2022
accordance with City Codes and Ordl ces. N6'OCCUPANCY BEFORE C.O.
NO OCCUPAN BEFORE C.O.
CONT TOR SIGNATURE PE IT OFFICE
PERMIT PIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION
t o
alt''I'llmm" 1 11
mom,
813-780.0020 City Of Zephyrhills Permit Application Fax-813480.0021
Building Department
(MONICA)
Date Received 02/17/2022 Phone Contact65
fo.r _Pe.r,tm f€tertn �a613� 26�99_
Owner's Name PAULA FINNE Owner Phone Number
Owner's Address 4801 AIF2PC)iT ROAD # 120 Owner Phone Number
Fee Simple Titleholder Name _ e Owner Phone Number
Fee Simple Titleholder Address
JOB ADDRESS 4801 AIRI C)E2i R( ACC # 120 EPhIYFtHII^LS 33542 LOT#
SUBDIVISION PARCEL ID# 13-26-21-0130-00100-1200
IbaTAINED FROM PROPERTY TAX NOTICE)
WORK PROPOSED NEW CONSTR ADDIAI.T SIGN DEMOLISH
INSTALL REPAIR
PROPOSED USE SFR COMM OTHER
TYPE OF CONSTRUCTION BLOCK E] FRAME STEEL
DESCRIPTION OF WORK REPLACE 5 WINDOW UNITS IN 3 OPENINGS SIZE/SIZE FL16813,3/.7
BUILDING SIZE So FOOTAGE HEIGHT
UILOING
s 4527.75
=ELECTRICAL
$
PLUNKING
„_.
$
MECHANICAL
$
GAS
ROOFING
FINISHED FLOOR ELEVATIONS
VALUATION OF TOTAL CONSTRUCTION
AMP SERVICE PROGRESS ENERGY = W.R.E,C,
VALUATION OF MECHANICAL INSTALLATION
SPECIALTY = OTHER
FLOOD ZONE AREA =YES NO
BUILDER COMPANY i.th }e" f4'aiie C:%.'"iOtaw s 4 t
SIGNATURE REGisTEREO Y 1 N FEE CURREN Y 1 N
Address t"�1s, i S I t, ? (,aSPd R' .
Z m' 7'
ELECTRICIAN COMPANY
SIGNATURE .. REGISTERED
Address
PLUNGER COMPANY
SIGNATURE REGustEREU
Address License #
MECHANICAL ,.M.� COMPANY
SIGNATURE RECi$TEREOY! N»»»» FEE GWRREAYfN
Address License is
OTHER m COMPANY
SIGNATURE REGISTERED Y/ N eEE CURRE,
Address License If
ttleltlEt9teteeRtelteettet[}iett8ei9lettii9i8ttfetBibelQ6�e63��lddiet'
RESIDENTIAL Attach (2) Plot Plans; (2) sets of Building Plans; (1) set of Energy Forms: R-O«W Permit for new construction,
Minimum ten (10) working days after submittal date. Required onsite, Construction Plans, Stam+water Plans w! Silt Fence installed,
Sanitary Facilities & I dumpster; Site Work Permit for subdivislonst€arge projects
COMMERCIAL Anach (2) complete sets of Building Plans plus a Life Safety Page; IT) set of Energy Forms, R-O-W Permit for new construction.
Minimum ten (10) working darys after submittal date Required onsrte, Construction Flans, Stormwater Plans wt Silt Fence installed.
Sanitary Facilities B 1 dumpster. Site Work Permit for all now projects. All commercial requirements must meet compliance
SIGN PERMIT Attach (2) sets of Engineered Plans.
—PROPERTY SURVEY required for all NEW construction.
Directions;
Fill out application oompletety.
Owner d Contractor sign back of application, notarized
If over $2500, a Notice of Commencement Is required. (A/C upgrades over $7"0)
Agent (for the contractor) or Power of Attorney (for the owner) would be someone with notarized fatter from owner authorizing same
OVER THE COUNTER PERMIT71NG (copy of contract required)
Reroofs if shingles Sewers Service Upgrades A/C Fences (Plot/SurveytFoolage)
Drivaways•Not over Counter if on public roadways- needs ROW
1141611-14, MW - YINUA
4 RIM fl&T*K*T*T#T.AfJi11r*q VOTUMMUNTO-M11#11. PUTOWiRlIzaINT.
NO NIONNON 1'.
my responsibility to Identify what actions I must take to be In compliance. Such agencies include but are not limited to:
Department of Environmental Prolection-Cypreas Bayheads, Weiland Areas and Environmentally Sensitive
Lands, Water/Wastawater Treatment,
Southwest Florida Water Management District -Wells, Cypress Bayheads, Weiland Areas. Altering
Watercourses.
Army Corps of Enginears-Seawalls, Docks, Navigable Waterways.
Department of Health & Rehabilitative ServicestEnvironmental Health Unit -Wells. Wastewater Treatmem,
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 rill Is not allowed in Flood Zone N"unless expressly permitted.
It the All 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
constructiT., I certify that fill will Ti used only to fill the area within the stem wall.
if fill material Is to be used In any area, I certify that use of such fill will not adversely affect adjacent
properties. It 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 byfill, an engineered drainage plan Is required.
HYN! 0i WIM1O! ININ,01111% WNWIN "011
_=_. _—ftta(y Pblic Notary Pub4c
Comm""lon No-
RaWe of Notary tyPed, pw4ed or stamped
low
r-i-orgip-g-sE 1410ES
LOWE'S AUTHORIZED REPRESENTATIVE
SALES ID
DATE
CUSTOMER NAME
Laurence Izzo
1542164
01/2612022
Paula Finne
STORE NO, STREET ADDRESS
STREET ADDRESS
1854 7921 GALL BOULEVARD
4801 Airport Rd
CITY
STATE
ZIP
CITY STATE ZIP
ZEPHYRHILLS
FLORIDA
33541-4319
Zephyrhills Florida 33542
TELEPHONE
TELEPHONE
(813)838-9000
(507) 421-2975
EMAIL
EMAIL
I arry. iz zo@s tore, lowes, com
pfinne@live.con)
LOWE'S CONTRACTOR LICENSE #
LOWE'S REPRESENTATIVE
LICENSE#
CREDIT/DEBIT CHECK LCC CARD GIFT CARD
CCC1326824, CGC1508417,
n/a
CRC1327732, FR04517, FRO1584,
FRO6140
This is only a quote for the merchandise and services printed below. Lq M:g_dgg_,9_nqtgffgr agrviqe3 tg-p-Aint, se or 5tairLfen s,
aL _Q 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
attaMKn'Tent ereto, shall be referred to herein as this "Contract." PLEASE READ THIS ENTIRE DOCUMENT, INCLUDING THE
5TI ""T MS AND CONDITIONS," AND "ADDENDUM" CONTAINED WITHIN THIS CONTRACT ON THE FOLLOWING
BEFO E
, C��
/IPAGESBEFO E GNING.
INSTALLATION STREET ADD ES CITY STATE ZIP
4801 Airport Rd Zephyrhills Florida 33542
MERCHANDISE flND INSTALLATION SUMMARY: (I.E. ITEM NUMBERS, COLORS, DIMENSIONS, CONSIDERATIONS):
Product
Lowes will install 5 (3 openings) Pella 250 Series white vinyl double -hung windows. All windows will have SunDefense
Low-E and Argon gas. Lowes will pull permit.
jaL2iK%*z1,1 ry in colder climates,
TOTAL $4,527.75
(100%) $4,527.75
FL # FL16813-R6
Application Type Revision
Code Version 2020
Application Status Approved
*Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the PQC
and/or the Commission it necessary,
Comments
Archived
Product Manufacturer
Pella Corporation
Address/Phone/Email
102 Main St.
Pella, IA 50219
(641)621-6096
pellaproductapproval@peliaacom
Authorized Signature
TROY FARR
tbfarrClpella.com
Technical Representative
TROY FARR
Address/Phone/Email
18600 NE WILKES ROAD
PORTLAND, OR 972.30
(503)405-176
tbfarr@pella.corn
(duality Assurance Representative
Pat Bortscheller
Address/Phone/Email
102 Main Street
Pella, IA 50219
(641)621-1000
P]Bortscheller@pellaxorn
Category Windows
Subcategory Double Hung
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) r
AAMA/WDMA/CSA 101/I.S,2/A440-08 2008
AAMA/WDMA/CSA 101/I,S.2/A440-11 2011
Equivalence of Product Standarcig
Certified By
Product Approval Method Method 1 Option A
Date Submitted 11/02/2020
Date Validated 11/03/2020
Date Pending FBC Approval
Date Approved 11/10/2020
FL # I Model, Number or Name I Description
168111 250 Series Double Hung Window 48" x 63" vinyl non -impact single window with interlock
reinforcement
Limits of Use
Approved for use in HVHZ. No
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: +30/-30
Other: Configurations of glass shall conform to the current
ASTM E1300 standard.
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant. No
Design Pressure: +30/-30
Other: Configurations of glass shall conform to the current
ASTM E1300 standard,
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 Dat
04/25/2023
Installation Instructions
Verified By: Warren W. Schaefer RE, 44135
Created by Independent Third Party: Yes
Evaluation Reports
Created by Independent Third Party: Yes
36" x 72" vinyl non -impact single window with fully reinforced
stiles & rails
QW-WANOW01 MINN
Quality Assurance Contract Expiration Date
08/29/2023
Installation Instructions
fLL���r �wing_JU-8Apg
Verified By: Warren W. Schaefer RE, 44135
Created by Independent Third Party: Yes
Evaluation Reports
Of
Created by Independent Third Party: Yes
36" x 63" vinyl non -impact single window
Certification Agency Certificate
Quality Assurance Contract Expiration Date
04/25/2023
Installation Instructions
ELI=13_k�Dr �9_MgLW
Verified By: Warren W, Schaefer RE, 44135
Created by Independent Third Party: Yes
Evaluation Reports
Created by Independent Third Party: Yes
16813.4 250 Series Double Hung Window 48" x 72" vinyl non -impact single window with fully reinforced
stiles & rails & HP package
. ............ ..... .. ___ ............
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,
16813.5 1250 Series Double Hung Window
Quality Assurance Contract Expiration Dat
08/29/2023
Installation Instructions
Verified ByWarren W. Schaefer RE. 44135
Created by Independent Third Party: Yes
Evaluation Reports
EktkU1_EL9 AL_9mwiagA_Q%Pjff
Created by Independent Third Party: Yes]
96" x 63" vinyl non -impact double window with interlock
reinforcement
Limits of Use
Approved for use In HVHZ: No
Approved for use outside HVHZ: Yes
impact Resistant. No
Design Pressure; 0
*t%or: Confljwr2t1*ms OjOss shA1-c-*Afqrm t* tht curr,,At
ASTM E1300 standard.
1=41-1 MMMGM..<ir
Limits of Use
Approved for use In HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure, +30/-30
-9t'Ner: C;�Oqyr2tians of 11ass 0;dl�obnform to the currem
ASTM E1300 standard.
Limits Of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ., Yes
impact Resistant: No
Design Pressure: +35/-35
ASTM E1300 standard.
Quality Assurance Contract Expiration Dat
04/25/2023
Installation Instructions
EU&W-M-1LLrAwb9-10-QL- w
Verified By: Warren W, Schaefer RE, 44135
Created by Independent Third Party: Yes
Evaluation Reports
ELM13-M-� «.tg-=U&pl
Created by Independent Third Party: Yes
TZ7 L 11 no —
reinforced stiles & rails
M MM w-i I
USM, R
Quality Assurance Contract Expiration Dat
08/29/2023
Installation Instructions
Verified By: Warren W, Schaefer RE, 44135
Created by Independent Third Party: Yes
Evaluation Reports
E=U2J0-AL-Q-)r� .g-MLLP.df
Created by Independent Third Party: Yes
A
Iii—Asi-ur—ance Contract Ex-p—Iration-'DIat
04/25/2023
Enstallation Instructions
LLUaLLfl§-U-Q-riw--1ag-LM—A. Of
Verified By: Warren W. Schaefer P.E. 44135
Created by Independent Third Party: Yes
Evaluation Reports
ELI§.���9_JUB_A.p�ff
Created by Independent Third Party: Yes
VIVIr-11101
t. ALL FASTENERS SHALL BE 19 ACCOROARCE WITH TFtM ORAWNM SPECIFIED
ANCHOR EMBED TO BASE MATERIAL SHALI BE BEYOND WALL FINISH OR ST UCC0
Z OPEWNM SLICING A, BUCIOND FASTEUERS MUST BE PROPERLY DESCRED &
M!7,AUEO TO TRANSFER Wlh0 tOAUS TO THE STRUCTURE
& TW!;E "ON-WACT RATED PRODUCT NSTAUATJONS ARE 94 A=RDAMCE WITH
AND MEET THE REQUIREMENTS OF THE FLORIDA BUILDING. CODE (FEC).
4 At ANCWn SECIAWC PRODUCT FRAMC, 10 PRESSURE TREATED 8UCXS OR
WOW FkAJAHC SIALL BE CAPABLE OF RESWOG CORROSXW CAUSED BY THE
PRESSURE TRFATM CHEMICALS IN THE WOW
& WTEBIALSWOULONG BUT NOT OWES, TO STEEL %1� THAT COME WTO
CONTACT *7TH OTHER DSSWAR MATERIALS SHALL MEET THE REOUIRMHTS OF
FLORIDA DUILOM CODE CHAPTER 20
0
& To THE BEST or OUR Kh"LEOGE, THE PRODUCT wwm HEREN is CERnFIED,
& WAUTY ASSURED BY A ROB" STATE APPRONED CERTFrATX%/O& ENTRY &
SHALL BE LABELED W ACCORDANCE WFM THE FBC AND THE RAINDA WARTAOTT
OF SUSAIES SS & PgCfESSCWL REDMATION SPECIVXXIONS PRODUCT ASSEUKY 4S
NOT PART OF THIS DRAWND MID SHALL BE N ACCORDANCE VER THE
MANUFACTURER'S CAWM ASSURANCE SKC*rATIONS & TC3TWG REPORTS
7. CERUFICATKW OF THESE PRODUCT INSTALLATXRIS SHALL BE ODNS;DERED VOID IF
ANY OF THE FOULOW4 APPLY, 1) PRODUCE IS INSTALLED WITHOUT A AULDNO
PVW FROM THE APPL� LOCAL BVILD041C DEFARTIVIENT 2) PRODUCT r
INSTALLED BY ANVOK 0FRER TWO A LX06M OWRhCTOR C(PVBEAA� WITH,
*ISTALLATIONS Of ENS TYPE OF PROGILU 3) IF CHARGES HWE OCCURM TO THE
x
PmOucrs curwrAmN EFurry's cERTwATE w CAUSE TREsB wswiATORS To
BE WCORRECT OR WCOASISTENT Vri *%T PAS BEER TESTED
THE LEAST DESiGN PRESSURE SPECM EITHER IN THIS ORM004 OR IN THE
PRODUCTS CERnFIcacm SHALL CONTROL FOR THE #wsm PRODUCT
V THESE DRAWNCS CEMPY THE PRODUCT ASTAUATION ONLY WATER PROOF=
Or THE NCT&ILED PRODUCUT IS HOT PART OF THIS IRSFALLArk" CERWICATM
TFAT RESPONSAMIrf SHAUL BE THAT OF THE &/OR 06TALM
W*lAFKk EAW-tATION IS IMSM DOI APPL� AMUFW SZWD� AFO/M WOWAM RE%M
FROM APPUCA%f im REFORM DIT FLOWA aUtONG CME vlestw C� WOW THE
VVAUATM *AS THAT N FORCE AT IME TW OF IHE VA� * THE EVIDa OF CODE VV609
OWCEVILPOITICS OR W THE DIVIT THKt NEW OR ADWUHAL TLIM �S COW�-OXD OR THE
gv� PRONACT. FOUR To Swm IDW COWIANDE WOR THE STIOE. THE MAOXACRAIN 9MU.
CWRM WFR BIE N�TIDN CMLL� OIGNEER OF REC� IFIAT THE JAWAULATONS 9'ECM
HM--W ARE CURKHT WRH THE 7HFR CURR94 TESW4, CODE " APPUCAALE StAMDARDS�
FRAME ANCHOR REQUIREMENTS TABLE
OPEN#,* TYPE FRAMEA MINIMUMI MORMUM
(SUBSTRATE) I OPENING/CFAUP/NXLSTENER 1,T,-, EMBED EDGE DIST.
(1) FRAUF -,rpFvrc
IN. 2X4 WOOD FRAME OR BUCK
(MML Gi'L 3 & G=0L55)
NO. 10 SMS OR WOOD SCREW 1 1/4-
3/4-
WK 18 GAL 33 KS METAL STUD
NO. 10 OR. 5 SELF TAP DRILL SCREW FULL
1/2-
MW. 1/8- THK A36 STEEL
NO. 10 OR. 5 Saf TAP/DRILL SCREW FULL
1/2-
WN, I/a- THK 6063-TS ALUM,
NO, 10 OR. 5 SELF TAP/DRILL SCREW FULL
1/2'
MIN. C-90 CMU OR 2500 PSI CONCRETE
(2) 1/4- CONCRETE SCRE!�l IL41
2-
Umimffl
MIN. 2X4 WOOD FRAME OR BUCK
(MIN. GR_ 3 & G=0.55)
NO- 10 SUE SCREW 1 /4-
I
1 1/2-
3-3 KSt METAL STUD
No-
1/2'
-IEIGk
MIN. 1/8' THK A36- STEEL
NO. 10 GR. 5 SELF TAP DRILL SCREW FULL
1/2'
MIN, 1/8- THK 6063-T5 ALUM.
NO- 10 GR. 5 SELF TAP/DRILL SCREW FULL
1/2-
25M PSI CONCRETE
M 3/16- CONCRETE SCREW I 1/4-
2'
a'INP&FINU tffq I-AJ>ItNtKZ>
MIN. 2X4 WOOD FRAME OR BUCK NO. to SMS SCREW 1 3/8'
(MIN, OR.3 055)
& G-
1/2'
MIN. 2X4 WOOD FRAME OR BUCK 11 GA.R000ING NAIL 1 3/8-
(MIN, GI:L 3 & G=0-55)
1/2-
MIN_ 1/8- THK A36 STEEL NO. 8 OR, 5 SELF TAP/ORILL SCREW FULL t
1/2"
WIN. 1/8- THK 6063-T5 ALUkC, NO. 8 CR, 5 SELF TAP/DFML SCREW FUEL
1/2'
(1) FRAME AND INSTALLATION CLIP SCREWS SKILL BE A PAN OR HEX HEAD SCREW.
(2) CONCRETE SCREWS SHALL BE ELM ULTRACONS (C.&). ELCO CRETE-ELEX (S.S.), ffw
RAMSET/RED HEAD TAPCONS (C,S- OR S.S.) OR HILTI KVAK-CON IF (C-S OR -,S_).
(3) WHEN SCREWS ARE USED WITH THE "L FIN. THEY MUST BE A PAN HEAD OR WAFFLE HEAD
SCREW OR HAVE A FLAT WASHER AT THE SCREW HEAD.
—FOR MAX, FRAME WIDTH, SEE
FOR MAX. FRAME WIDTH, SEE
TABLE BELOW
TABLE BELOW
rA I'N
4' MAX
FIN FASTENER WITHIN 2' OF CORNERS
6
& 9' MAX. O.C. SEE 'FRAJAE ANCHOR
C2
REQUIREMENTS TABLE- ON THIS
SHEET FOR REOUIREMENTS.
m
Am
FRAME SCREWS WHERE SHOWN AT
'FRAME
SIDES SEE ANCHOR
REQUIREMENTS TABLE* ON THIS
81
7
SHEET FOR REQUIREMENTS.
4' MW
EMBIOR ELEV �ON-
EXTEM®R EIDMON-,
SINGLE WINDOW
SCALE 3/4. - 1'_O.
SCALE-- 3/4" = 1'-0'
(FRAME SCREW MOUNT CONDITION)
(MAIL FIN MOUNT CONDITION)
ALLOWABLE DESIGN
PRESSURE
(SINGLE WWOWS)
mkk
MAX. ALLOWABLE
FRAME
FRAME PRESSURE
WIDTH
HEIGHT (+/- EASE)
(IN.)
(IN.)
48
63 30A
I 3E,
�36
�30
E 35
ALL ALTERNXTE ANCHORS 01 THEIR SPECIFIED
SUBSTRATES HAVE BEEN ANALYZED IN ACCORDANCE
WITH THEIR APPLICABLE STANDARD(S) AND ARE FOUND
TO BE EQUIVALENT TO OR STRONGER THAN THE
ANCHOR(S) USED W TESTING WITH THIS PRODUCT.
VA =-
Q -- -
IG
z
Of
z
C7
SE AREA OWT.-WE
— n*f K USED FOR DIE AS�ECf
1868A B
WsTw,TK OT"'A y aE LIM FOR AxYY#i4. �J� �
Aw PWIDUCT IKn PRDDUCED N` THE
SUM NO-
1 - 8
- -FOR MAX. FRAME WIDTH, SEE TABLE BELOW -
CLUSTER FIN FASTENERS AT MULLION ENDS SUCH THAT THERE
ARE A TOTAL OF 5 POSITIONED AS SHOWN. SEE 'EWE
ANCHOR REQUIREMENTS TABLE' ON SHEET I FOR
1 11if,r' 1III
FIN FASTENER WITHIN 2-
OF CORNERS & 9' MAX, E2ff_RIOR ELEVATION-
0,C, SEE -FRAME ANCHOR DOUBLE WINDO,
REOLITREMENTS TABLE' ON SCALE- 3/4- = 1'-0-
SHEET 1 FOR
REQUIREMENTS. (NAIL FIN MOUNT CONDITION)
FOR MAX. FRAME WIDTH, SEE TABU BELOW
3-
12 3/4' 1, FLTTi FL-12 3/1-
4- MAX.
MAX- O.C. I MAX. O_C_ A2 4' MAX.
- 1 7
7 IP
4 MA)L
--T
FRAME SCREWS WHERE SHOWN AT HEAD
m SIDES. SEE 'FRAME ANCHOR REOUfREMENTS
ti 2 TABLE- ON SHEET i FOR REQUIREMENTS.-
ux
a0.
:zo
INSTALLATION CUPS WHERE -
f:4"
SHOWN AT SILL. SEE 'FRAME
4®
ANCHOR REQUIREMENTS TABLE"
EXrERIOR ELEVATION:
ON SHEET I FOR
DOUME WINDQW
REQUIREMENTS.
ALLOWABLE DESIGN
PRESSURE
(DOUI)LE WWDDWS)
MAX- MAX.
ALLOWABLE
FRAME FRAME
PRESSURE
WIDTH HEICHT
(+/- PSF)
96 63
30
72 IL2 72
30
72 1/2 L .. 63
35
"q
I
t-1
ql
108* MAX. FRAME MOTH
0/ WHO
CLUSTER RN FASTENERS AT WJUJON ENDS SUCH THAT THERE ARE A
TOTAL OF 5 POSfflGNED AS SHOW SEE "MME ANCHOR REOWREMENTS
TABLE- ON SHEET I FOR REQUIREkENTS,
EOMON:
(NAIL FIN MOUNT CONDITION)
108 MAX. FRAME WIDTH
4- MAX. — r13" 12 1/4-
MAX. OC. aW, 'O.0
V 17 il I tz 3, 9-
r!
13' MAX. Cl
4- AAAX.
FRAME SCREWS WHERE SHOWN AT HEAD &
SIDES. SEE "FRAME ANCHOR REWREMENTS
TAKE' ON SHEET I FOR REQUIREMENTS.—
wSTALLATION CUPS WHERE SHOWN AT SILL
SEE -FRAME ANCHOR REGUIREMENTS TABLE' ON
SHEET I FOR RE4UIREMEPTC3
DESSIGN PRESS
(108- X 63- TRIPIE WINDOW
+/-35 PSF
4' MAX.
6
4' TMAX-
cv
CL
0:�
tot-
C14 cn
UD
108' MAX. FRAME WIDTH
0, 111110/1
CLUSTER FIN FASTENER SCREWS AT MULLION ENDS SUCH THAT THERE ARE
A TOTAL OF 3 POSrMNED AS SHOWK SEE 'FRAME ANCHOR REQUIREMENTS
TABLE- ON SHEET I FOR SCREW REQUIREMENTS. (NOTE THAT ROOFING
NAILS ARE NOT APPLICABLE AT MULLION END CLUSTERS)
DMIOR RELAT—ION:
TRIPLE WINDO
(NAIL FIN MOUNT CONDITION)
(108* X 72- TRIPLE WINDOW UNITS WITH NAIL FlN MOUNT INSTALLATION ONLY)
+/-30 PSF
RN FASTENER WITHIN
2' OF CORNERS & S'
MAX i Q.C. SEE 'FRAME
ANCHOR REQUIREMENTS
TABLE' ON SHEET I
FOR REQUiREmENTs-
CLUSTER FIN FASTENERS
AT MEEnNG RAIL ENDS
SUCH THAT THERE ARE A
TOTAL OF 5 POSMONED AS
SHOWN. SEE 'FRAME
ANCHOR REOUREMENTS
TABLE' ON SHEET I FOR
REQUIREMENTS,
101
IL Ec
z
xw
108' MM. FRAME WIDTH
4 MAX. — r 13' MAX. O.C.
72 1/4- 13- MAX.
--ffl
MAXO.C.v 0
4' MAX.
V v
�7V v
4—
4- MAX -
FRAME SCREWS WHERE SHOWN AT HEAD &
SIDES- SEE 'FRAME ANCHOR REQUIREMENTS
ci
TABLE- ON SHEET I FOR REQUIREMENTS.
�E
6
D
INSTALLATON CUPS WHERE SHOWN AT s&L
SEE -FPAME ANCHOR REQUIREMENTS TABLE- ON
SHEET I FOR REQUIREMENTS
2
7
4- MAX.
4- MAX, EQUALLY SPACED
12 1/4- EQUALLY SPACED
44,v+r4, —MAX-
4' MAX.
O.C. 4® 4 _'f 4" 4"
EXIMOR ELEVATION:
TRIPLE WINDOW
SCALE: 3/4- = V-O'
(FRAME SCREW AND CUP MOUNT CONDITION)
ALLOWABLE Dff-IG RE i
(108- X 72- TRIPLE WINDOW UNITS WITH FRAME SCREW & CUP MOUNT INSTALLATION ONLY)
0 PSF
L
FIN FASTENER PER
ELEVATION
SEALANT 13Y OTHERS
SUBSTRATE BY
OTHERS PER
BEHIND NAIL FIN
-FRAME ANCHOR
REQUIREMENTS
TABLE'
1/4 MAX.
SPACE
S BY
OTHERS
,3 v—SEAL SPACE WITH
LOW EXPANSION
FOAM AROUND
PERIMETER OF
l WINDOW FRAME
FRAME SCREV PER—\
ELEVATION
SUBSTRATE BY
SUBSTRATE BY
FRAME SCREW
OTHERS PER
SEALANT BY OTHERS
OTHERS PER
PER ELEVATION
-FRAME ANCHOR
BEHIND FRAME FLANGE
'FRAME ANCHOR
REQUIREMENTS
a i. t
REQUIREMENTS
TABLE®
TABLE'
1/4- MAX. SHIM
1/4- MAX, SHIM
AT EACH ANCHOR
AT EACH AJfCHOR
SEALANT BY
SEALANT By
OTHERS
OTHERS
2 1
SEAL SPACE a
SEAL SPACE
WITH LOW
WITH LOW
EXPANSION
EXPANSION
FOAM AROUND
FOAM AROUND
PERIMETER OF
PERIMETER OF
WINDOW FRAME
WINDOW FRAME
SE ON A#
z
SECTION
/ja,, ALTERNATE SECTION
S�3/4 FUU_
SCALE. 3/4 FULL
_V SCALL /2 FULL
(NAIL FIN MOUNT)
(FRAME SCREW MOUNT CONDITION) (FRAME SCREW MOUNT CONDITION WITH FLANGE)
SEAL SPACE WITH
SEAL SPACE WITH
LOW EXPANSION
LOW EXPANSION
FOAM AROUND
PERIMETER OF
SHIM AS REO'D TO
FOAM AROUND
PERIMETER OF
WINDOW FRAME
SUPPORT & ALIGN
WINDOW FRAME <
WIN
3
INSTALLATION
SEALANT BY
fl(SEALANT
BY p =
CUP
OTHERS
OTHERS
i/4 MAX,
V
SPACE
SHIM AS REQ'D
TOMAX"SHIM
SPACE
SUPPORT & AUGN
THICK x 3'
'WINDOW
LONG SHIM
AT EACH CLIP
SEALANT BY OTHERS
SUBSTRATE BY
SUBSTRATE BY OTHERS
NSTALLAT04 CUP SCREW PER
BEHIND NAIL FIN
OTHERS PER
'FRAME ANCHOR
PER 'FRAME ANCHOR
'FRAME ANCHOR REQUIREMENTS
FIN FASTENER PER
REQUIREMENTS
REQUIREMENTS TABLE'
TABLE- (2 PER CUP).
ELEVATION
TABLE'
SECTION
SECTION
BT
SCALE: 3/4 FULL
sail3/4 FULL 7
(INSTALLATION CLIP MOUNT
CONDITION)
(NAIL FIN MOUNT)
5
1868A E
7_41117cclo- R
1/4- MAX.
SPACE
SUBSTRATE BY--,,
OTHERS PER
*FRAME ANCHOR
REQUIREMENTS
TABLE'
FIN FASTENER
PER ELEVATION
SEALANT BY
OTHERS
BEHIND NAIL
FIN
FRAME WIDTH ---
SEAL SPACE WITH
LOW EXPANSION
FOAM AROUND
PERIMETER OF
WINDOW FRAME
EXTERIOR
—SEALANT BY
OTHERS
SECTION cT
SCALE 3/4, FULL
(NAIL FIN MOUNT)
1/4" VAX. SHIM
AT EACH ANCHOR
SUBSTRATE BY
OTHERS PER
FRAME ANCHOR
REQUIREMENTS
TABLE"
FRAME SCREW ---'a � / \
PER ELEVATION
CONTINUOUS WOOD MEMBER LESS
IN THICKNESS THAN A 2X_ BUCK
TO BE MIN_ 3 1/2- DEEP (NOT SUBSTRATE BY OTHERS
REQUIRED WHEN SHIM SPACE IS PER -FRAME ANCHOR
WITHIN ALLOWABLE DIMENSIONS
R EOUIREMENTS TABLE -
SHOWN IN SECTIONS)-
SEALANT BY 0
0
OTHERS
FRAME SCREW PER
ELEVATION & 'FRAME
ANCHOR REQUIREMENTS
TABLE -
OPTED €3tRECT A�OUP�T DETAIL
TO allBSTRATE WITH SPACER
(HEAD SECTION SHOWN; SIDES ARE INSTALLED THE SAW)
(DIRECT MOUNT CONDITION IS NOT APPLICABLE AT SILL)
(FOR DETAIL NOT SHOWN, SEE OTHER SECTIONS)
FRAME HEIGHT
SEAL SPACE WITH
LOW EXPANSION
FOAM AROUND
PERIMETER OF
WINDOW FRAME
NL£XYER OR
-
SEALANT BY
OTHERS
SECTION /C2-�
SCALE:- 3/4 FULL
(FRAME SCREW MOUNT CONDITION)
O.004
1-
j-
2.485
L.
00sqT
,sqT
(D BNE aANQE
FRAME aAKE
v
(RIGID PVC)
(RIGID PVC)
1/4- MAX. SHIM
AT EACH ANCHOR FRAME HEIGHT
SEAL SPACE WITH
SUBSTRATE BY LOW EXPANSION
OTHERS PER FOAM AROUND
'FRAME ANCHOR PERIMETER OF
REQUIREMENTS WINWN FRAME
TABLE'
FRAME SCREW
PER ELEVATION
SEALANT BY
OTHERS BEHIND
FRAME FLANGE
2 1
SEALANT BY
OTHERS
ALTERNATE SEC11ON (C2
SCALE 1/2 FULL �,!12)
(FRAME SCREW MOUNT CONDITION WITH FLANGE)
0,500
_T 1
3 GO
1325
1-6�Lll 0,060
0.293 T I I
QftMUAWfi_QE
(RIGID PVC)
I'"
I
12129/202(i
Fl, #
Application Type
Code Version
Application Status
M
Product Manufacturer
Address/Phone/Email
00 mo RT4120HUM
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Small
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
I
MEMEMIMMEM
FL16528-R3
Affirmation
2020
Approved
Pella Corporation
102 Main St,
Pella, IA 50219
(641) 621-6096
pal la prod ucta pp roval@pel la, com
Matt Waldren
waldrenmc@pelia,com
PORTLAND, OR 97230
(503) 405-9176
tbfarr@pella.com
Pat Bortscheller
102 Main Street -
Pella, TA 50219
(641) 621-1000
Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
I I Evaluation Report - Harcicopy Received
Warren W. Schaefer, P.E.
PE-44135
Window and Door Manufacturers Association-QA
03/08/2022
Terrence E. Lunn, PE
Validation Checklist - Hardcopy Received
I affirm that there are no changes in the new Florida Building
https://www,floridabuilding,orglprlpi�_app_�dti.aspx?param=wGEVXQwtDqvqqu2w%2bnFgULpZs7tVOY4epDf9B45E3WORvBPaDUBqtA%3d%3d 112
12/29/2020
mmm���
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
9M
Florida Building Code Online
compliance with the new Florida Building Code.
Yes No N/A
ZMEM915912=
07/22/2020
FL f Model, Number or Name
16528A'--------�TTb0 Vinyl Window Series Aluminum
lobe , T ei�
Mullion
Limits of Use
Approved for use in HVHZ. No
Approved for use outside HVHZ- Yes
Impact Resistant, No
Vesign Pressure: N/A
Other: Mullion size, pressure, assembly, use, limitations and
Florida Building Code Chapter 16 and ASCE 7 Minimum Design
Loads for Buildings and Other Structures,
*ascription
Cristallation Instructions
Verified By: Warren W. Schaefer 44135
Created by Independent Third Party: Yes
E'valuation Reports
https:llwww,floridabuilding,orglprlpr�_app_dtl,aspx?param=wGEVXQwtDqvqqu2w%2bnFgULpZs7tVOY4epDf9B45E3WORv8PaDUBqtA%3d%3d 212
MULLION LENGTH.
MULLION LOAD
AREA CONSIDERED
CENTER OF
TRANSOM
-A"
+
' SEE MULUON END
CUP DETAILS ON
SHEETS 3 AT 4
-A- = LESSER OF (MULLION LEW-TH/2) OR (TRANSOM WINDOW HEVIT/2)
-8- = LESSER OF (MULLION LENGFff/2) 09 (BOTTOM WINDOW HEIGHT/2)
SINGLE WINDOW VATH TRANSOM
(SEE LOAD TABLE 1-0)
NOTE: BOTTOM WINDOW MAY BE A FIXED, CASEMENT, AWNNG,
SINGLE HUNG OR DOUBLE: HUNG WINDOW. TOP WINDOW MAY
BE ANY AXED OR AWNING WINDOlIlL
W`11WINDOW
WITF, 7v �mDTH > -L-
-8- L/2 - 'A* = L/12
'N
-T T,
SEE MULLICIN I Z
END CLIP
DETAILS ON z
SHEETS
438e4
MULLION LOAD
AREA q LOAD WIDTH
CONSIDERED = A + B
FIXED WINDQW TO EIXED -WqNDOW
WHEN WINO W At �SARE_GREATER
THAN THE MULLION LENGTH
(SEE LOAD TABLE 1.0)
NOTE: WINDOWS MAY BE STACKED HORIZONTAL OR VERTICAL.
MULLION —
LOAD AREA
CONSIDERED
CENTER OF
CENTER OF
WINDOW
WINDOW
LOAD WIDTH
(A+S)/2
SEE MULLION
T
END CUP
DETAILS ON
SHEETS 3 & 4
,—SEE MULLION
END, CLIP
DETAILS ON
%omrs 3 & 4
12FAXIMMANYMIUMAg-
-QS.
t- TKS Dt"m SYSTEM HAS BEEN Des"IED N Accopoma wfm AND MEET THE PEOU90ACKM
OF CHAPTER 17 OF THE PLORIDA BUILDING, CODE A Is APPROva) FOR DESIGN PRESSURES *71 To
EXCEED THOSE SR)*W N THE ALLMIMiLf DES CH PRESSURE TAKUS)
2. OPDPIRGS, BUCKRA; & BUDONG FASTENERS WJST BE PRDPERLY DESDAID) A ArT&LED TO
TANSFER VARD LOADS FROM INE MOUL)ORS AND WINDOWS 10 TOE STRUCTURE
I XLL WROWARF * FASTENERS lHALL BE W W" THESE ORA*NCS & SHALL HOT
vtRr UNLESS SPECOYCILLY MENTICIIED ON THE OKAW#C, SPECIFIED NOCHOR EMBED 70 BASE
TER14. %%Lt BE BEYOND WALL FINISH 09 STUCCO 4 THIS VULUON SYSTEM 6 RATED FOR USE N NON-N z ARM ONLY.
S. THIS WUM SYSTEM IS NON-1UPACT RATED Al OPEWKIS THAT INCLUDE THIS MULLION
SYSTEM MUST BE SWITCHED WITH A FLOP" CODE APPMED SHUTTER WHUTE REOUVED By CODE.
& ALL ANCHORS =URIW. MAIJON CUPS TO PRESSURE TREATED B"C's OR *ODD M-WC
9iALL BE CAPABLE OF RESISTING CURROSICH CAUSED Br THE PRESSURE TREATING CHEMICALS 04
THE WOW,
7. DETURMWE THE POSITIVE & WEGATNE DESIGN LOADS TO USE "IDI REFERENCING THESE
DOCUMENTS N ACCORDANCE VMH THE GOVDURNc CODE AND... 4 WAR) WLOCYTY. FOR *VYD
LOAD CAILCUIATIONS IN ACCORDANCE WN THE FLORIDA R"MC CODE- A DAECTIO-VOTY FACTOR OF
X,d - 1185 MAY BE APPLIED PER THE ASCE-7 STANDARD,
& MATERIALS wurplc BUT HOT LIMITED To STEEL SCREWS, THAT COME INTO CWX7 WTH
OTHER ETssZLAB MATERIAL wa teu THE K&JmgKis OF }Lmo& EIIALIxNa Cox CHAPTER
20.
9 CERYFICATIOR OF HAS MALRIN SYSTEM SHALL BE CONECERED VOID F WSTALLED WTHOUT A
SUNLOWG PERMIT FROM THE APPLOBLE LOCAL BRALDW. DEPARTMENT OR IF OPTALLED By AqYONF
OTHER THAN A VCENSM CONR4CM fXPEWMCfD NATH W911DOW WSTALLATIOW.
10 WINDOWS %KL BE UNDER SEPEPATE APPROVAL 11. ALL PELLA 250 SERIES WON-RAPACT VKYL WNDDRS MAY BE SUPPORTED BY THIS M.UICIN
S115TEM PROVIDIK THEY ARE PROPERLY ANCHORED TO THE MULUCk
12. ALLOWABLE PRESSURE ON THE MULLED LWS SHALL BE CONTROLLED W ME LESSER
ALLQWAaLf PRESSURE or THE MERLUD' & ITS END CONNECDOND OR THE VANDOWS a SUPPORTS.
IS ffiNDOW SIM STALL BE RESTRCTED BY THEIR D" PMDOAL APPROMIL,
14.ANCHOPAS OF WINOCINS TO THE OPIDW SHALL BE RD? THEIR RESPECTK APPROWt-
TS. CONDMORS ARM SHOWN OR COVERED IN TT SHALL. BE &MACY TO SEPARATE P-PV*W
AND JW SKCrC CERTIPkATION By A FLORIDA tXVM OKL14EER
I& THE ALLOWABLE PRESSURES STATED N THE LOAD TABLES CONSM THE NK)RSE CASE OF
MULUCK STRESS. DEFLECT** AND D* REACSON,
:7, MULLION TUBES "LL OF CONTNUOVS FROM END TO SAID
D. WHEN VERTC&LY STACKED. THE SIWI .IRE THAT THE DEAD
KTCHT OF THE ABOVE INNDOWtS) VALL HOT CAUSE UNDO STRESS 04 THE BE14M WNDOW(S) THS
USN SYSTEM ISDESCMED FOR OND ICAD RESSTANCE ONLY &S NOT CONS�DFRED TO
SuPpoazr THE WEIGHT V THE *$oows
010
(SEE LOAD TABLE 2.0)
SEE MULLION END
CUP DETAILS ON
SHEETS 3 & 4
CENTER OF
T WINDOW
2
CENTER OF
WINDOW
MULLION LOAD
AREA CONSIDERED
FOR THIS MULLION,
SEE RESPECTIVE
WINDOW To WINDOW
ELEVATION
NOTES:
BOTTOM MNDOWS M&Y BE ANY FIXED, CASEMENT. AWNING
HOLE HUNG OR DDUM HUNG *INDOW.
BOTTOM WINDOWS MAY BE MULLED TOGETHER PER THIS
ZAWING Oft PER THdi IIOR INDN*UAL WINDOW APPRO%%L.
CENTER OF CENTER OF
WINDOW, WINDOW
LOAD WIDTH
(A+BV2
SEE MULLION
ENO CUP
MULLION DETAJILS ON
SHEETS 3 & 4 8
LOAD AREA
CONSIDERED
SEE MULLION
END CLIP
DETAR.S ON
SHEETS 3 & 4
'A -
SINGLE OPERABLE WINDOW TO A SiNaL
OPERABLE OR FIXED WINM
(SEE LOAD TABLE 3.0)
NOTES.
WINDOWS WAY BE STACKED HMZONTAL OR VERTICAL
OPERABLE WROO*(S) MAY BE CASEMENT, AWNING, SINGLE
HUNG OR DOUBLE HUNG WINDOWS.
MULLION LENGTH-
SEE MULLION END
CLIP DETAILS 0.4
SHEETS 3 111 4
CENTER OF
WINDOW
CENTER OF
WINDOW
MULLION LOAD
AREA CONSIDERED
D�!Q(2) PANEL SLIDING WJNQ�W WIT
A SINGLE
EIXEIALN��
(SEE LOAD TABLE 2.0)
CE
NTER OF CENTER OF CENTEP OF
WINDOW CENTER OF WINDOW WINDOW
PANEL LOAD WIDTH WINDOW P EL
EL LOAD WIDTH
MULLION LOAD = (A+B)/2 MULLION LOAD (A+B)/2
AREA CONSIDERED AREA CONSIDERED
qq SCE � jot
F=_ 1r � ITIT
!! II
rSEE il.ton Gil l{ EN
END CUP END
OETAJLS ON ArAll ON
SHEETS 3 & 4 SSHEETS, 3 & 411 ;E
SEE MULUON SEE MULLION
END CUP CUP
END
DETAILS ON DETAILS ON
SHEETS 3 & 4 SHEETS 3 & 4
it [it
"A- w
SLIDING WINDOW NEXT TO_L_5LN_Q1E SLIDING WINCiOW NEXT TO A SLIDING
SXEQ WINDOW WINDOW
(SEE LOAD TABLE 1.0) (SEE LOAD TABLE 1.0)
NOTE. 2-PANEL SLIDING WINDOW IS SHOW MORE THAN 2 NOTE- 2-PANEL, SLIDING WINDOWS ARE SHOWN. MORE THAN
PANELS MAY APPLY TO THE SLM94G WINDOW 2 PANELS MAY APPLY TO THE SLOW WINDOWS,
MULLION --H I
Tllr;�,7
MULLION LENGTH
—OMETAILS
MULLJON
T LOAD AREA
SEE MULLION EW CLIP CONSIDERED
DETAILS ON SHEETS 3 & 4
ON SHEETS 3 & 4
-A CENTER OF
'A-
CENTER OF
i WINDOWS
MULTIPLE WINDOWS WITH TRANSOM
(SEE LOAD TABLE 3-0)
NOTES:
TRANSOM MAY BE SINGLE OR MULTIPLE WINDOWS
BOTTOM WINDOWS MAY BE ANY OUAKITTY OF FIXED.
CASEMENT, AWNING, SMUE HUNG DOUBLE HUNG OR SLIDING
WINDOWS,
MULTIPLE WINDOWS (SEE LOAD TABLE 3.01
NOTES:
- CONTINUOUS MULLIONS MAY BE HORIZONTAL OR VERTr_AL
(HORZONTAL SHOWN)_
- WINDOWS MAY BE ANY OUANTITY OF FIXED OR OPERABLE
WINDOWS.
FOR THIS MULLION,
SEE RESPECTIVE
WINDOW TO MNDOW
ELEVATION
2 OF 5
%flN. NC. 10 X 112'
SELF TAP/DRILL
SCREWS (2 PER SIDE
OF MULLION) --\
1/2,T
MAX,
-- -SUBSTRATE CLIP SCREW PER -ANCHOR PER -ANCHOR
REQUIREMENTS TABLE' --_/ RECUT EMENTS
CONNECTION LA�$ & » TABLE
'AT" = TO WOOD, CONCRETE, METAL STUD,
STEEL OR ALUMINUM SUBSTRATES
"A2" = TO CMU SUBSTRATE
1 1/2- 112
3/87 -j t-j-j , � /,-
L�, ;, 1 1/2MI-L-L-H -� - N.
I
4 .
Mik
2
1 -1
1/2- 1/2"
MIN. NO- 10 X 1/2- $/2'
SELF TAP/DRILL MI
N.
(2 PkERSIjDEP JR
OF MULLION)
3/ IN MAX,
-SHIM
SUBSTRATE
CUP SCREW PER -ANCHOR PER -ANCHOR
REOL4REMENTS FABLE' REQUIREMENTS
QNNECTION '81' & '82 TABLE-
"Bl' = TO WOOD, CONCRETE, METAL STUD,
STEEL OR ALUL41NUM SUBSTRATES
'B2' = TO CMU SUBSTRATE
(EXTENDED PORTION OF THE CUP MAY BE TO THE INTERIOR OR
EXTERIOR OF THE SUPPORTING SUBSTRATE)
ANCHOR REOUIREMENTS TABLE
OPEWNG TYPE FASTENER TYPE
(SUBSTRATE)
mmmuml
EMBED
MINIMUM
EDGE CIS
SCREWS FOR CONNECTIONS Al, A2, 81 & 82
Mlg. 2X4 WOOD FRAME OR BUCK
(MIN. OR. 3 & f-0-55) NO, 10 SMS OR WOOD SCREW
1 3/8'
MIN. 18 GA. 33 KSI METAL STUD NO. 10 GR 5 SELF TAP/DRILL SCREW
FULL
1/2-
MIN. 1/3- THK A36 STEEL N, TO GR. 5 SELF TAP/DRILL SCREW
FULL
1/2'
M 4 NO. 10 GR. 5 SELF TAP/DRILL SCREW
JN� 1/8- THK 6063-TS ALUM.
FULL
1/2'
-io MIN. c Cmu (1) 1/4- CONCRETE SCREW
1 1/4-
2^
MIN. 25OG PSI CONCRETE (1) 1/4' CONCRETE SCR �A
i
SCREWS F-OR CONNECTION C
MIN. 2X4 WOOD FRAME OR BUCK
(MIN,GR. 3 & G=0.55)
NO. 10 SMS OR WOOD SCREW
1 3/8'
1/2
MIN. 1/8- THK A36 STEEL
NO. 10 OR. 5 SELF TAP/DRILL SCREW.
1 FULL
1/2'
-
MIN- 1/8- THK 6063-TS ALUM.
-W- SCREW
0. FOR, 5 SELF -G
I FULL
1/2-
(1) CONCRETE SCREWS SHALL BE ELCO ULTRACONS (C.S }, ELCO CRETE- FLEX (S Sj, ITW
RAMSET/RED HEAD TAPCONS (C,S. OR SS.) OR 141LTI Kw;x-CON it (C,S OR S.S),
2 7/8- 2 3/9'
MIN- A--o
-j-
i/2.
1/2'
MIN- NO, 10 X 1/2'
1/2' N-QTL- SHIM 6
SELF TAP/DRILL
MIN, ONLY RECTURED
SCREWS (2 PER SIDE
D B AT SILLS OF
OF MULLION)
OPENINGS
1 1/2- MIN.
4
3/4' MIN.
1/4' MAX,
SHIM/SPACE
CLIP TO Of SHOP BENT
L 1/2-
-6y,
PELLA (IF FIELD BENT L4E
MIN.
3f8PER
3/8- CLIP SCREW
CLIP MUST BE THOROUGHLY
-ANC
INSPECTED FOR CRACKING��
1 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)
E
z w
CL
z Z:5
O <
3,
RN
z m
3 - 5
1/2" MjN, 3" 1/2- MIN.
T_ 3/8- 1 2- MiN.
2 3/8- 13/16" 2 3/8' -
13/16" 1/2" MIN.
1/2'
MIN, No. To X 1/2-
2L
1/2
OPTION TO NOTCH OUT FACE OF SELF TAP/ TRILI 'IT 01
MULLION IF REO'D FOR PLACEMENT SCREWS (2 PER SIDE T
OF TUBE MULLION OF MULLION}
1/2t�41/21/2' IN
MIN. NO. 10 X 1/2' m MAX. 3/
SET TAP/DM,/2_
LL IN I ------- —u
SCREWS (2 PER 5 T\
SIDE OF
MULLION)
Z_MIN. NO. 10 X 1/2® GRADE 5 SELFL\
TAP/DRILL SCREWS (3 PER CU__
P)
MULLION LO MALQN_LQNNECTtON "D"
i 5,250-----4
T_ 1 -4-4— 0719 1 _T SEE CONNECTION
0.437
2.375 t AT' & 'A2' FOR
THRU HOLE
LOCATIONS &
0.925 1— 3.375 REQUIREMENTS
0.125
(]L437
Z 125
(D MQLtCitt
0.125
(606,3-%
QMULLION CLIP USED WITH
CONNECTION TYPES 'Al' & 'A2"
I 0.71944- L6951-T6 ALUMIN IM- RJM
SEE CONNECTION
T_r'DU - FOR NHR
2.375 HOLE LOCATIONS &
REQUIREMENTS
4__ 0.125
2 125
_I_u
MULLION_CLIP USED WITH
CONNECTION TYPE V
46063-T6 AtUMINUWI
CLSP SC PER ANCHOR
REQUIREMENTS TABLE" ---
CONNECTION _E
(APPLICABLE TO ALL SUBSTRATES)
0.719
T—SEE CONNECTION
4,000 'al- & *B2" FOR
MIN. THRU HOLE
1 2375 LOCATIONS & *1 REQUIREMENTS
212
(DMULLION IP;ED WITH
CONNECTION TYPES '81' & -62'
(6063-T6 AHNIN111,11
2,375
—SEE CONNECTION
'E" FOR THRU
1-918
I
HOLE LOCATIONS &
REQUIREMENTS
0Z57
0059 __T_ i
(D
2.000 0-125
1
0 MULLION CLIP USED WITH CONNECTIQN TYEEr
{MEN 6aE'-TS At. C1MINUM}
WINDOW
'
FRAME
ANCHORS PER
WINDOW
APPROVAL
j
7/21/2_
YIN,
T_=11RANOTE- SEALANTS S14ALL BE AS
REQUIRED TO FORM A PERMANENT
WATER TIGHT SEAL.
TYPICAL JAMS TO MULLION DETAIL
7 (FIXED WINDOW JAMSS SHOWN. JAMBS
OF OTHER WINDOW TYPES ARE
ATE SECURED TO THE MULLION THE SAME.)
PER 'ANCHOR
REQUIREMENTS
TABLE'
5.250
03119
2.625 Z375
MIN,
_T
2.125
1.500 WIN_ G_ 125
T
SEE CONNECTION 'C' FOR THRU
HOLE LOCATIONS & REQUIREMENTS
MULLION
CLIP USED WITH CONNECTION
TYPE_'c
a2U-16 A +N�l M)
0
I
MIR