HomeMy WebLinkAbout15-15957 /:
CI OF ZEPHYRHILLS , /
. ` 5335-8TH STREET
�sis��so-oozo 1 57
B ILDING PERMIT
PERMIT INFORMATION LOCATION INFORMATION
Permit Numb�r: 15957 Address: 39508 9TH AVE
Permit Type: ADDITION/ALTERATION ZEPHYRHILLS, FL.
Class of Work: 434-ADD/ALT RESIDENTIA Township: Range: Book:
Proposed Use: NOT APPLICABLE Lot(s): Block: Section:
. Square Feet: Subdivision: CITY OF ZEPHYRHILLS
Est. Value: Parcel Number: 12-26-21-0300-00000-0270
Improv. Cost: 3,495.40 OWNER INFORMATION
Date Issued: 1/27/2015 Name: BAILEY GREGG F & LIZZY SHIRLEY
Total Fees: 82.50 Address: 39508 9TH AVE
Amount Paid: 82.50 ZEPHYRHILLS FL 33542-4721 '
Date Paid: 1/27/2015 Phone: 813-779-0178 I
Work Desc: REPLACE 7 WINDOW SIZ /SIZE
CONTRACTOR S APPLICATION FEES
LO E'S HOME CENTERS I C BUILDING FEE 82.50
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In ections Re uired
FOOTER 2ND ROUGH PLUMB MISC INSULATION CEILING
FOOTER BOND DUCTS INSULATED SEWER MISC.
ROUGH ELECTRIC LINTEL MISC MISC.
1ST ROUGH PLUMB PRE-METER INSULATION WALL MISC.
DUCTS INSTALLED WATER MISC DRIVEWAY
PRE-SLAB SHEATHING MISC. MISC.
CONSTRUCTION POLE FRAME MISC. MISC.
REINSPECTION FEES: Reinspection fees will omply with Florida Statute 553.80 (2)(c)when extra inspection
trips are necessary due to any one of the fol owing reasons: a)wrong address b) condemned work resulting
from faulty construction c) repairs or corre ions not made when inspections called d) work not ready for
inspection when called e) permit not po ed on job site t) plans not at job site g)work not accessible.
NOTICE: In addition to the requirements of this p rmit, there may be additional restrictions applicable to this property that
may be found in the public records of this county, and there may be additional permits required from other governmental
entities such as water m nagement, state agencies or federal agencies.
� "Warning to owner: Your failure to record notice of commencement may result in your paying twice for
improvements to your property. If you int nd to obtain financing,consult with your lender or an attorney
� before recordi g your notice of commencement."
li Com lete Plans S ecifications Must Accom an A lication.All work shall be ertormed in accordance with
P . P Y PP P
City Codes and Or inances. NO OCCUPANCY BEFO C.O.
CONTRACT R S NATURE PERMIT OFFI R
PERMIT EXPIRES IN 6 M NTHS WITHOUT APPROVED INSPECTION
CALL FOR INSPEC ION - 8 HOUR NOTICE REQUIRED
PROTE T CARD FROM WEATHER
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Rcpt:lf56298 Rec: 10.00
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.01�27/2015 K. M. , Dpty Clerk
�TI�CE�O� C0�1�I10�1QtC��I�tT - -------------- ----- ------—
PAULq S 0'NEIL,Ph D PASCO CLERK & COf1PTROLLER
r�[t'No. � O1/27/2015 12:02 m 1 of 1
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�UNDERSIGNED b.ereby gives notice that the improvements will�be made to"real properiy,and in accordance with Section�713.13 of
Elorida�Statutes,the following information is provid'ed in this. OTICE OF COIvIl12ENCEIVIENT.
�escriptioit ofprbperty(legal description): SurJ52T � ATe S � P'�3 t�-( P� /2 Y Lu•�27 ���!�'I Pg 7 2 5
�Street(jbb)Ad'dress: �9�osS T� Ze.P�+�Y o II S 1=�- 3�a S 2
.ieneral description bf impro'vements:
-;�d a�� t �,�n, T
►lvner Information � �
rName and address: 5�i 2 I 2 � �A i 12 . - �v 1'�C�S �i 1. r�f v�2 'Z-�A h Q y h.��►!S IC L.3 3 S'�//
1 Name and add�ess of fee simple titlehoIder(if other than o er) -� ' � �-
�.Interest in pioperty . Owner �
:ontractor Tnformarion �� - ...
iName�and address: Lowes Home Centers.�ae. P...O. ox 781993 Orlando FL 32878-
►;Telephone.No'_1.�07-SS'?i2���,.��'. FaxNo: GL�
u`rety 3iiformation - � , �
�Na1ne atid address: .. . NA °
I�liiiount of Bond: NA . "� " ' - - �. ' �
�Telephone No:_NA ,
eridei " �
��1�Iaineand�address: NA - • -
�'Felephone No: NA_ Fax No: . 1�TA �- �
ientit}+of person withi.n the State�of Fioriria�designafe��:by o� er upon whom notices�or otlier.documents may be served� .
Name ancl address_NA - � " " • - -
�TeTepkone No:._NA. Fax:Nq...=NA,�'.. - , � • � � _ �
r'additio�i�to'himseTf,owner designafes�.tlie�ollow"iiig�.person:f.�receive a�copy ofthe Lierior's=Notice as provided ia�:Secfion�Z°13,13,(:I)(fij;•
i:da;��tatutes; . . � ` . , . . ; . ._ �
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Naine and�address. .- NA . . � � � ' -.. , _ .. -- - -� .
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T@lepkone�No. NA . - :,, Fax No;.: :.:Nti.._... �_ � � � , � � :� � -
Kpirafion�.date of Notice of Commencemerit(tfie ezpiratioa�. .fe is:orie year�f.'r.om�the date of�recording unless a differenf�'date is ���
:if etl): . . . .. . . . - .
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�tI3�IG`TO OWNEIt:ANY PAYMEN'FS.MA;DE Bl'THE QW. R AE.TER THE:EXP.IRATIOI�I�OF THI�1�IOTICE UF-
. _.. _... . :.. ..
fi�1�IGEIVIENT.ARE CONSIDERED;;IIVIl'ROPER�.'AITMEN S UNDER CHiiPTER 713;PA;RT`1;SECTIOI�I 713:13�.FL,ORIDt� -
. . . .: . �.. ... . . _.. .. , .. ,. ... ... .
TUTES CAN RESULT�IN YOiTR�P�iYIN.G•,�'WI��;.F.O�;IMP., OVEMENTS TO YOIJR'PROPER'TY.A�NOTICE OF CO�NCEMENT
,:�
►'i':BE�i�CORDED AND,;POSTED.ON:T'HE�:TOBSITE_BEF`O . T'HE��II2S'I'IINSPEC'TIOIV::IF 1'OU.INTEND'TO O$TAIN-FIN�YNCWG;
fSULT I'OUR I,END£R OR'AN:ATTORNFr'Y��BEF.�ItE.CQ � �NGING.^WORIC'UR:RECORDINGYOITR 1tJOTICE Ok' ' ��
�1VI�NCENlENT. ' . • . . . .
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- � ignahire o ' r or . ei's'Authoriied Of�ea/Dir or/P ' lMaaager � -
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�"� Pr�ntName � �
iceQoing instrument was aclmowledged hefore me tl�is� GTl�- day o£ -. �� 20 J��by � LAURENCE 17Z0 �
-S���-L'=y ��'�2Y (type of authority,e.g.officer,trustee,attomey iri fact) ti �
_�n MY COMMISSION#tFF103051
_ • a w Na2 . (name of party on 6eh fof who iristrum t was executed). D�IRES:MAR 17,2018
ially Krio"rvn� OR Produced IdentiScarion� Notary$ign ture .
°"� Bonded throuAh 1 st Stata Insurance �
>f IdeStification Prbduced. .- p L ` IYame(Print _ L.Q r✓� . I'2.2 0 . -
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;at�on ptiiSiiant to�Section.92:525;�Flonda Statutes.'Under pen_alries df.perja ,I declare thatI:h'ave read.the foiegoing.and.that fhe facts stated.in it are tcue.fb the best of-
�wledge.and.6elie£. ' � � � - = . : , .
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� ' , , � ' ignature of i�Iatural Person Si� ing(in line 10)Abo . i
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ST�,T�0� FG���B�A, ���1�TY OF PASCO �p���IT �
s ,
THIS IS TO CERTI�Y THAT TN�FOREGQING IS A � °e �
TRUE AND CO�REGT COPY OF THE DOCUMENT �� ••�' ,q a �
ON FILE OR UF PUBLIC FiECORD IN THIS OFFICE .,,� ° �
� ,� ��,.� �'�'���g,..
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WITNESS MY NAND AND OFFICIAL SEALTHIS � , F� ����, : �� �
�DAY OF �L� � o .�;,� 4v�, , ��� �
PAULA S. NEIL, ERK&COM OLLER �� � m �
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EPUTY CLERK G � ° �
BY d� ^; � •'
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� Bullding Department
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Date Received : � ��'L�� phone Co tact for Permittin �6� 3 2 �l - �'�fo� ,
Owner's Name ��g-1- S��s�(e B i�e � Owner Phone Numbe �t3 -�l'79 -d�? f S
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Owner's Address 3 `j�C7� q'T� R✓-e- Owner Phone Numbe
Fee Simple Titleholder Name Owner Phone Numbe �
Fee Simple Titleholder Addreas
JOB ADDRESS 3� J�d� �1'�'+ A'� Z�Pti� �"��5 (-C.. 3 3 S�/Z LOT# Z-�
SUBDIVI310N ��nlS-e-T �S n P 'RCEL ID# �2'26�2l-03 c�50 aOp�� " �2-�O
(OBTAINED FROM PR PERTY TAX NOTIGE)
I� WORK.PROPOSED B NEW CONSTR 8 D/ALT � SIGN Q Q DEMOUSH
INSTALL �PAIR
PROPOSED.USE Q SFR Q OMM � OTHER
TYPE OF CONSTRUCTION Q BLOCK Q F ME �� STEEL Q I
DESCRIPTIONOFWORK �����e. � �viN� cU u�v:tS 5'�Z'E-/SiZ.t° � / �Sr12 � / �SLg
BUILDIN(i SIZE SQ FOOTA(iE HEIGHT
�BUILDIN(3 $ �,��� y� VALU TION OF TOTAL CONSTRUCTION
QELECtRICAL $ AMP ERVICE Q PROG ESS ENERGY Q W.R.E.C. I
QPLUMBING $ /^ � G� � �
�]MECHANICAL $ VALU TION.OF MECHANICAL INSTALLATION � � la,�✓
� 2 � I
OGAS [� ROOFING Q PECIALTY [� OTHER � ��� �I�� il
I FINISHED FLOOR ELEVATIONS LOOD ZONE AREA QYES NO � I
2P G ��d � '
S
BUILDER OMPANY L ow-eS:l�o.�z, Ce���2s � n/c-
SIGNATURE � REGISTERED Y/ N FE CURRE� Y/N
� Address O �O K � ��J 2�A ��' 3:'$7� Ucens # ��oG � .S� �i ��
ELECTRICIAN ' COMPANY
� SIGNATURE REGISTERED Y/ N FE CURREA Y/N
Address , Licens #
PLUMBER . COMPANY
31GNATURE ; REGI8TERED Y/ N FE CURREA Y/N
Address Licens #
MECHANICAL , COMPANY
SIGNATURE REGISTERED Y/ N FE CURRE� Y/N
Address Licens #
OTHER COMPANY
31GNATURE � REOISTERED Y/ N FE CURREA Y/N
Address Licens #
II RESIDENTIAL Attach(2)Plot Plans;(2)sets of Building Plans; 1)set of Energy Forms;R-O-W Permit for ew consUuctlon,
Minimuin ten(10)working days after submittal d te. Requlred onsite,ConstrucUon Plans, tormwater Plans w/Silt Fence installed,
Sanitary�FaclllUes 8 1 dumpster;Site Work Pe it;for subdivlsions/large proJects
-���l47MERCli�l Attach'(3)compiate ssts gf @uilding-P-lans p!us >life Safety_Page;(1)_set of Energy Forms.R-O-W Permit for new constructlon. , _
Mlnimum ten(10)working days aft�r submittai d te. Required onsite,Constructlon Plans, tormwater Plans w SITfFence`Instaile`d; -'-"`—
Sanitary Facilities&1 dumpster.Site Work Pe It;for all new proJects,All commerclal requi ements must meet compliance
SIGN PERMIT Attech(2)sets of Engineered Plans.
'"'"PROPERTY SURVEY required for all NEW nstrucGon.
Directions:
FIII out application completely.
Owner&Contractor sign back of application,notarized
If over 52500,a Notice of Commencement Is requlred. {Af upgrades over 57500)
" Agent(for the contractor)or Power of Attomey(for the owner) ould be someone with notarized letter fro ovmer authorizing same
OVER THE COUNTER PERMITTING (Front of Applicatlon O ly)
Reroofs if shingles Sewers Service Upgrades A/C ences(PIoUSurvey/Footage)
Drlveways-Not over Counter if on public roadways..needs RO
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NtJTICE OF DEED RESTRiCTiONS: The undersigned understands that this permit may be sub)ect ta"deed"restricttons°
which may be more resfrictive than C unty.ceguiafians. The,underslgti�d assumes.cesponslbll�ty for complEance wifh any
applicabie deed restrictlons.
UNLiGENSED CONTRACTORS AN CONTRACTOR RESPONSIBlLITlES: !f the owner has hired a contractor or
cantractors to undertak�work, they y be requlred to be I(censed in accord"ance with state and'local regulatfons. If the
contractor is not iicensed as requlred�by law, both the owner and contrac#ar may be alted for a misdemeanor violaffon
under state law. If the owner or inte ded confractor are uncertain as�to what lieensing reqoiremen#s may appiy for the
intended work, they are,advised to eo tac#the Pasco County Building Inspectian Divislon—Licensing Secfion at Z27-8Q�7-
8009. Fu�thetmare, if the owner ha hired a cantractor or contractors, hs is advisad to have the contractor{s) slgn
portlans af Ehe "cantrac#br Block"' of t is appficatlan for whlch they will be �esponslble. I#you, as #he owner sign as the
contracEor, that may be an indicat4on hat he (s not properiy Iicensed and ls not entitled to.permltting privileges in Pasco
Gaunty. ��` • ��
TRANSPORTATION IMPACTlUTILI ES IMPACT AND RESOURCE RECOVERY.�EES: The undersigned understands �
� that Transportation Impact Fees and ecaurse Recovery Fees m�y apply ta fhe canstructian of new buiidings, change of
use in existing buildings, or expansio of exisfing buildings, as specified in Pasco County Qrdinance number 89=07�arid
f 90-07, as amended. The undersigne also understands, that such fees, as may be due, wili be identified at the t9me of
permiffing. if Is #urther ur►derstood t at Transpartation Impact Fees and Resource Recovery Fees must be paid p'rlor to
receiving a "certi�icate of occupancy" ar fina! power release. !f the project does not Involve a certiflcate of occupancy or
final power release, the fees must b paid pr(or to permlt:issuance. Furthermore, if Pasco County WaferlSewer Impact
fees are due,-they must be pald prior o permit issuance 1n accordance wlth app(icable Pasco County ordinances,
CONSTRUCTION LIEN�LAW(Chapt r 7�13, Ftarlda Statutes, as amendedj: if va(uation of work is $2,500.00 ar more, i
certify that I, #he applicant, have b en pravided with a copy af fhe "Florida Canstructian Llen law�—Homeowner•.;s
Protectivn Guide° prepared by the FI rida Department of Ag�icufture a'rx! Consumer Affairs: If the applicant is someone
ather than the uowner°, 1 ce�tify that I ave obtained a copy af the above descrtbed document and promise In good falth to
deliver!t to the uowner"prlo�to comm ncement. ' ,
CONTRACTOR'SIOWNER'S AFFID VIT: I cer#ify that ali the Informa�ion in this appl(cation is accurate and fhat aii work
will�be done in compliance with all a plicab(e laws regulating constructian, zoning and (and development. Application is ,
hereby made to obtain a permit to do work and installation as {ndicated. 1 certify that na work or lnsta4lation has {
cammenced pr3or to issuance of a ermit and that ail wark wEN be performed ta meet standards of a!f laws regulating
construatlon, Coun#y and City aade , zoning regulations, and land development regulat{ons in fhe jur(sdictfon. I also
ce�tify that I understand that the reg latlor�s of ottier government agencles may apply ta the intended work, and�that it is
my respons4bility to(dentify what acti ns I must take to be In aompliance. Such agenc(es include but are not Iimited to:
- Department of Enviromm �tal Protecfion-Cypress Bayheads, 1lVetland Areas and Environmentaliy Sensitive
Lands, WaterlWasfewate Treafinent.
- Southwest Florida Wa er Management District-Wei1s, Cypress Bayheads, Wetiand Areas, Altering
Wafercourses.
- _ Army Garps of Engineers Seawalls, Docks, Naviga�le Waterways.
- Depa�kment of Nealth Rehabllitative Services/Environr�ental Health Unit-Wells, Wastewater Treatmenf,
Septic Tanks. - ,
US Environmental Prote tion Agency-Asbestas abatement. �
� - Fede�al Aviation Awthori -Runways.
I understand that�the faliowing restrlc ians apply to the use af flEi:�
- Use of fiil Is not aliowed i Flood Zone"V"unless expressly permitted. �
- If the fl!I materla) is to e used in Flood Zone °A", it Is understood that a drafnage plan addressing a j
"compansating valume" ill be submltted at time of permitting whlch is prepared by a professionai engineer ;
liaensed by the State of lorida.
- if the fill maferial is to used in Fload Zone "A" in connection w3th a perrriitted building using stem wail
� canstruc#ion, I certify fha fill wiH be used only ta fill the srea wlthin the stem wail.
- If fill material ls fa be sed In any area, l certify that use af such fill wIll nat adversely affect adjacent
prapertles. if use af#�II ! found to adversely affect��adJacent prope�ties, the owner may ba cited for vialating.
#he condltlons of tlie bui ding permit issued under the attached permit application, for Iofs (ess than one (1)
acte which are elevated y fill, an engineered drainage plan (s required.
If 1 am the AGENT FOR THE OWN , I promise in good faith to inform��fhe owner of the permitting.candlfians set for#h=#n
fhis affidavit prior to commenctng co structian. ( tanderstand that a separate permlt may be required for electrEcal wock,
ptumbing, signs, wel{s; pools,.air ca ditianing, gas, or other fnstailations not specifically included in the applicatian: A
permit issued shal! be construed to e a lRcense to proceed witli the work and not as autharity to,vialate, cancel, ait�r, or '
set as�de any provislons of tha techn ca! codes, nor shall issuance of a permit prevent the Bufldirig Offlcial from thereafter
' requlring a carrection of errors In pla s, oanstruction or violations of any codes. Every permit issued�shali become (nvaiid
unless the work authorized by such ermlt is commenced wifhin six monfhs of permit issuance, ar if work authorized by
' the permit is suspended or abandon d fo�a period of six(6)�months afifer the time the work is commenced. An extenslan�
may be requesfed, In writing, from t e Building.Officiai far a pe�iod not to exceed ninety (9Q} days and wlll dsmonstrate
� justiflable cause for the extension. If ork ceases for ninety(90)consecutive days, th�Job is consEdered abandoned.
WARNING 'fC? OWNER: YO.UR F ILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT iN YOUR
� PE1YlNG TWlCE FOR IMPROVEME TS TO YOUR PR�OPERTY. IF YOU INTEND TO OBTAIN FiNANCiNG, CONSULT f
WITH YO R��LE DER.C3R:A ATT RNEY.BEFO E RECC1RDiNG�'t� R t3T1 �O�'C��ii ENCEtV� 4�T. = . .
Ft,ORI[}A JtIRi4'i'>(F.S. i 17:03} , ,
OWNER OR AGENT CONTRACTOR
Subscrtbad end swom fo{or af�rmed}before e thls 8ubscribed and svuam to(ar aiflnr►edj�before me this .
by bY
Who is/are personally known to me or haslha e produced Who(s/are-persanalty knoum to me o�has/have produeed
as identlflca on. as ldentiflcation.
Nokary PubAc Notary Public
Commtsslon No. CammSssEon Na. ,
Name of Notary typed,printed or sfamped Name of Notary typed,printed'ar stamped
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� � Gity of Zephyrhills
BUILDING PLAN REVIEW CORrIMENTS
ContractorlHomeawner: Y'j't� �'�-�
Date Received: .- � —f,�
sit�. 3� �� �-
Permit Type: C�� tU`��tG�(�2�s S` S
Approved w/no comments:� Approved w/t e below comrnents: ❑ Denied wlthe below comments: ❑
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This cflmme t sheet shall be kept with the permit andlor plans.
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Kalv Switze s Examiner Dat Contractor andlor Homeowner �
(Required when comments are present} �
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( , 1� G.CL�/""� ily.,;I .r'n,�1-^� r, �'°' k�a '� �.JJ�i f.'l';?' (7-t�("F"��� • �X: S't'i��� R�s.t�����'I.,,i4� �.tiLt'i�JW
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NQTICE TO CUS70MER—PRICE CALCULATlQNS: In order t pro{�erly perform the instalfation of certain Goods,the Contrac2 Pdca may lnciude more
Goods than actua(ly wlll be instalted basad on the measured st{ are footage of the Pcoject Area.As a result, the parties agree that the lump-sum f'rice �
' stated In this Contract is calculated upon both the value of estim ted Goods required to fulfill the Contract(including waste),which may exceed the actual
square foota�e of the ProJect Area,and the labor which may be stimated based on the amount of Goods required to fulfill the Cantraat{including waste).
( Sy signing this Gankract below,Customer ack�awledges reeezp# f this notice and agrees and understands thaf fhe Price ir�c�udes these costs which�nay
i nat be refunded once the Insfaliatlon Services are perforrned.
II NOTICE TQ CUcTQMER: Federal faw requires Lowe's to pro Ide�rou with the '
pamphlet Renovate Rtghf.Sy sEgning thts Gantraat,Custam r acknowtedges ; �onfrac# Tota( ��r �''� %-�(�
having received a copy of this pamphlaf before work began I fom�ing Customer -� i , r
of the potential risk of the tead hazard exposu�e from renova ton Ficttvity to be *applicable taxes included
perforrned tn Customer's dweiling unit. �
NpTE: Ff rotted woad is discovered during instaHatio adciitianal charges will appty. Yau wi(f be given a quote and :i change order
must be completed and signed by the customer for a y aiiditfonal charges. ! Custome:r must initial.
•My work or maforial not specified!s not(ncluded in thls contracl.A y changes or additions will be at an addttlqnal charge for the rrtaterlat and labos.
�101'ICE TO t71NNER: — ACCOR�ING TO Fl.aRl A'S CCINSTRUCTION �t,I�N LAW (S�CTt4NS 713.001-71��.37, FLCiRIDA
STATUTES�, 'THOSE WHO WORK ON YOUR PRO ERT1f OR PR�VIDE MATERIAL.S AND�;3ERVICES AND ARE: t�C)T PAiD IN
FULL HAV A�RIGH7 T(3 ENFORCE THEIR C�AIM OR PAYMEN`1'AGAINS;T YOUR FROPERTY.THIS CLAtM IS KN�}WN AS A
CONSTRUCTION LI�N. IF YOUR CONTRACT Ft t)R A 5UBCONTRACTOR FAILS TO PAY SUBCCINTf2ACTORS,
SU�-SUBCONTRACTC?RS, QR MATERIAL SUPPL ERS'�, TNOSE PEOPLE;WHO ARE OWf:Q MONEY MAY L{5QK TO YQUR
' PR�PERTY FOR PAYMENT, EVEN IF Yt3U WAVE A RE,ADY PAiD YaUR C4NTRACTOR IN FUL[.. IF YfJi! FAIL't4 F'A`f YOUR
CONTRACTOR,YOUR CONTRACTOR MAY ALSO AVE;A LIEN ON YOl1R PROPERTY.THI;i MEANS IF A LIEN IS FlI.EC►YOUR
, PROPER`CY COULD BE SO�D AGAINST YQt1R INI �T{) PAY F4Ft LABOR! MAT�RIALS, {}R 4THER SERVICE�T��AI'YOUR
' CtJNi'RACTOR t?R A SUBCONTRACTOR MAY HA � F�41LED TD PAY.70�PROTECT YOUFtSEI.F,YOU SHOUL,D S'TIPULATE
I 1N 7HIS CONTRACT THAT E3EFORE ANY PAYMEN !S MAD�,YOtJR COl�T�RACTOR IS REG2UiRED TO PROVlQI=YCIU 1NlTI�A
WRiTTEN REI.EASE OF LIEN FR{�M ANY PERSa QR C4MPAt�Y TNAT NAS PRtJVIDED TO YOt! A"N41'ICE 10 OWNER."
FLORIDA'S CONSTRUCTI4N LIEN LAW IS COMPL. X,AND IT IS R�CfJMM6NDED THAT YO�J CQNSULT AN ATTORNEY',
PF{OTO RE�EASE:Gustomer grants to Lawe's attd Lowe's emp oyaes and independant canfractors the right to tafce photographs af the Premises whore
Installation Services will be performed and all work performed at the Premises related to th(s Gontract,and irrevocably grants to�owe's all right,titie and
interest in and to the photographs for use in all markets and medi ,worldw(de,in perpetuiry Cu'stamer authorizes Lowe's to copyright,use ancf publish the
photographs in print andlor eiectronically,and agrees that k.owe's ay use such photagraphs foriany Iawfui pucposs,including,bu#not I1mi#ed ta,marketing,
advertising, pubiicity, illustration, training and Web content. By ini ialing here, Customer agrees ti khe foregoing. [Customer to initial to tlie Ioft].
W rk is to co enc9�upon reasonable ava�lability of Cantr ctar;3ndlar any speolai or er or ep stomer�q�d�Gaod{s}whlch is anticipated ta be �
�,'1�•':`�' � ` ''^s i311 in date . Estimat com fetion date is U'J���''�ti D �`'^�l� '
-f [ ] p � Cflll in date]. �
Said estimated substantial campletian dake (s not of the essenc .A st3tement of any contingehcles that would rrtaterially change said estimated subsianiia{
� camp3etian date is as follaws: I ,
� _(if applic�ble, insert a statement of such continc�encies)��
This Contracf pravEdes that aIE claims by Cus#omar ar Gowe' wi(t tne resolved by BINDtNG ARBtTRAT{ON.G�4stomer and Lawe's GIVE UF�TH�R1GHT
I 70 GO TO COlJRT to enforce this Contraci(EXCEPT for ma ers that may 6e taken to SM�LL CLAIMS COURT). Lowe's and Customer's righis will be
determined by a NEUTRAI. ARBITRATOR and NQT a judg or jury. Lowe's and Customer arQ entitled ta a FAIR H�ARtNG. But th� atbitratian•
procedures are StMRlER AFiB MOR��(MITED THAH E2U�ES PPL1CABtE lM COURT.Artiitrator declsians are as enforceabic as ari}r court order and
are subJect to VEE2Y LIMITEQ REVIEW$Y A CQURT. FOR M FfE DETAILS: {2eview the section titied ARB�TRA7tC'�1 AGi2EEMENT,{NAIVESR U� JURY(
� TRIAL AND WAIVER OF CLASS AC7lON ADJUDICATIpN fau d ln the Terms and Conditions of this Contract. �
i
LU15-01 -21 13:04 is prt 75 8138389008 » P 4/9
Page 2 of 3 ° ' �
Pella � Z��o
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PSE Pricing 1fVarksheet - 1Nindow�
{Compl ��� and Fax to Installer}
Customer: ��.C�____ a�Ie� _ Store: i i���I �,__
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Phone(hc�me}:�t��"7`7`�� c�1l� Phone( ell�: �f�' �9S- I�1� Phone(`other): _...._.
installAddress: �7 �� � �� �di����'�1}�Sa �L �.?.i � ____.�
�irecfiior�s:
1. Draw the walls where windows are b ing replaced and labei them fron�t, bacEc, L side or l� sir�e
{as seen firom the street)
2. Draw tE�e w�ndows that are being repl ced on each wail drawing
3. Place a capital letter beside each win ow in the drawing. Windows with the same dimensic�ns
will have the same �etter. Com�lete t e information an the next page i�sirtg the c�rrespt�ndir��;
letter. ��
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��;�� Product Approval
� , USER:Publlc User /'
P duc A roval Men >Product or Aaallcatlon Search�Avallcatfon Llst ppl/catlon Det ll �
FL# FL16812 i
Appl� atlon Type New
Cod Version 2010
Appl atlon Status Ap oved
*Approved by DBPR.Approvals by DBPR shal/be revlewed and retlfied by the
POC and/or the Commisslon If necessary.
Com ents
Arch ved =-.�
Prod c[Manufacturer Pella Corporatlon
Addr ss/Phone/Emall 102 Ma/n St.
Pella, IA 50219
(641)621-6096
pellaproductapproval@pella.com
Auth rized signature Dave Modt/and 3�J�,.�I�.iG�<'��-�-'�'���'��'���
modtlanddb@pella.com �L�,PLI�C�LL}3UII,DING,
�LEC'�ItiCAL,?D�-�$�G ANk�
Tech ical Representative ��I����TT�AI..����5•
Addr ss/Phone/Ema11 �
Qual ty Assurance Representative
Addr ss/Phone/Email �
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Cate ory Wlndows � o��� R�!\L��,� (V' /
Subc tegory Sfngle Nung ��` !f� ��yN� , /�'�%'
�� OF�:' ����R
, Com, /iance Method Certlflcat/on Mark or Llsting ����0.\S�y.P`
�Vp�'`v
' Certi lcation Agency Wlndow and Door Manufacturers Assocl�tlon
Valio ted By Terrence E. Lunn, PE
ir`� Valldation Checklist-Hardcopy Received
Refe enced Standard and Year(of Standa�d) Standard Year
AAMA/WDMA/CSA 10i/LS,2/A440-08 2008
�
Equi�alence of Product Standards
Certi!ed By
Prod ct Approva/Method Method i Option A
Date Submitted 02/06/2014
Date Ualldated 02/12/2014
Date Pending PBC Approval
Date App�oved 02/23/2014
_ _ ._��------- ----- ------------,
iSum mary of Products �u� `� I
FL a Model,Number or Name Description �
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�168 2.1 ' � 250 Serles Singte Nung Wfnd w 36"x 63"vfny!non-impact stngle wtndow i
�Lim ts ot Us Certification Agency Certi�cate
� Ap�roved or us ' HVhT2.(Vo FL16812 RO C CAC CCL 411-H-Xd62.06 .07.adf
Apf ra �d for e eufside N XZ: Yes Quatfty Assurance Contract Expiration Date �
t Resls nt:No 08J06J2021
'=1 ,ign Press re: +35/-3S Inslal/ation Instruct/ons I
� i O!t er:Con�g ratrons of g(a sha!l conform ta the turr nt ASTM fL16812 RO II 1$67.odf
�E33 0 sfaradar Verffled 8y: Warren W.Schaefer A.E. 44135 �
� Created by Independent Thlyd Party: Yes �
� Evaluation Reports i
� Created by Independent Thfrd Party: � �
�168 2.2 250 Serles Single Hung Wlnd w 48"x 84"vinyl non-impact s)ng/e wlndow with fully relnforced stlles ; �
i C &ralls �
�Lim ts of Use Certificatio»Agency Certfficate �
� Ap�roved for use In HVH2:No FL16812 (t0 C CAC CCL 411-H-1462.08 .09.vdf
3 Ap�roved for use outsfde NYH2: Yes Quatfty Assurance Gontract Expfration Dafe ;
� Im act Resistaxtt:No os1o5/zozl �
�' De,fgn Pressure: +35/-35 Instal/ation Instructions
Ot er. Corafiguratlons of glass shat!conform to the cu�r nt ASTM FL16&12 RO II 2867.adf
I E13 0 standard. Veriffed By: Warren W. Schaefer P.E. 44135
� Created by Independent Thlyd Party: Yes j
Evaluation Reports
' Created 6y Irtdependent Thtrd Party: �
I 168 2.3 250 Series Single Hung Wlnd w 54"x 66"vinyl non-Impact sing/e wlndow with fully relnforced stiles i
� &ra!!s&HP ackage i
(Lim ts of Use Certificatran Agency Certifcate `•
i Ap� roved for use in HVHZ:No FL16812 RQ C CAC CCL 411-H-IG62.14 ,IS.pdf �
j Apa roved for use outside NYHZ:Yes Quatity Assura»ce Contracf Expfratfon Date s
� Im act Resistant:No 08/i3/2D21 ;
I De:fgn Pressure: +50/-50 Insla!/ation InstruCtions i
� Ot1 er:Conflguratlons of glass sha!!conform to the curr nt ASTM FL16812 RO II 3867.odf ;
�E13 0 s[andard. Verlfled By: Warren W. Schaefer P.E. 44135 i
' Created by Independent Thlyd Party: Yes !
i
Evaluation Reports
Created by fndependent Third Pa i
:168 2.4 250 Serles Single Hung W/nd w 48"x 72"vfnyl non-lmpact single wlndow wJth fully relnforced stiles �
�C &ratts&HP package
Lim ts of Use Certification Agency Certifcate i
Ap�roved for use in HVHZ:No FL16812 Rp C CAC CCL 4i1-H-1462.16 .17.odf
Ap�roved for us�outside NVNZ:Yes Quatfty Assurance Contract Expiration Date E
Im act Resistant:No OSJ23/2021 �
De:ign Pressure: +50/-5p Insta//ation Instructions �
; Ott er:Canfigurations of glass shalf conform to the cur nt ASTM FL16812 RO II 1867.pdf ;
�Ei3 0 standard. Verified By: Warren W.Schaefer F,E. 44.235 �
I Created by Independent Third Party: Yes
; Evaluation Reports ;
; Created by Independent ThJrd Pa . �
;168 2.5 250 Series Single Hung WIn pw 72 1/2"x 63"vinyl non-Impact double window ;
s tlm!s af Use Certificetian Agency Certi�cate '
� Apa roved for use in HVNZ:No FlI6812 Rd C CAC CCt 41i-N-i462.00 ,Oi.pdf �
� Ap�roved for use outside HVHZ: Yes Qualfty Assurance Contract Expiration Date
� Im act Resfstanl:tYo 06f14(2Q21
I De:ign Pressure: +35j-35 Installa#ian Instructions i
i Otf er:Conflgu�atJons ofglass shall conform to Che cur entAS7M FLi6812 RO II 1$67.odf �
;E13 0 standard. Verlfled By: War�en W. Schaefer P.E. 44135
� Created by Independent Third Party: Yes i
Evaluation Reports
i Created b Inde endent Third Pa `
, �
j 168 2.6 250 Series Single Hung Wln ow 46"x 72"vinyl non-impact double window with fu11y reinforted
� ; stlles&ra11s
� ;tim ts of Use Certfflrcation Agency CertiffcaYe
; Apj roved for use in HVNZ:No FL16812 RO C CAG CCL 411-N-2462.i8 .19.pdf
i Ap'roved for use outside HVH2: Yes Quallty Assurance Contract Expfration Date
� i Im act Resrstant:No QS/091zQ2j
j De,ign Fressure:+35j-35 Instattatiart Instructfons
i Ott er:Configuratlons of glass sha!/confprm to the cur ent ASTM FL16812 RD I! 1867.odf
#'E13 0 standard. Verifled By: Warren W. Schaefer P.E. 44135 ;
; Created by Independent 7hfrd Farty: Yes �
! Evaluation Reports !
� Created by Independent Thlyd Pa : ;
i Ib8 2,7 250 Serles Si»gle Nung Win ow 72"x 65 Ij2"viny!non-impact double windaw with fu11y reinforced � ,
� stiles&ralls&HP package �
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I1�lL711� Q llU1lUlllb' I.UUG V111111G 1 CISN J Vl J
�Lim ts of7Jse CertiFcation Agency Certificate �
� ,4p�roved for use in HVHZ:No FL16812 RO C CAC CCL 411-H-1462.20 .21.odf !
i Ap�/roved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date
I Im act Resistant:No 08/09/2021 i
� De.ign Pressure: +50/-50 Insta/lation Instructions ;
� Ot er:Configurat/ons of glass shall conform to the curr nt ASTM FL16812 RO II 1867.odf ; �
i E13 0 standard. VeNfied By: Warren W. Schaefer P.E. 44i35 '
; Created by lndependent Thlyd Party: Yes �
! Evaluatlon Reports
� Created by Inde endent Thlyd Pa `
� i
�i68 2.8 250 SeNes Sing/e Hung Wlnd w 108"x 63"viny/non-Im act tr/p/e wlndow
Lim is of Use Certi�cation Agency Certi�cate �
ApE roved for use in HVHZ:No FL26812 RO C CAC CCL 411-H-1462.00 .Dl.pdf �
' Ap roved for use outside HVHZ: Yes Qua/ity Assurance Contract Explration Date
Im act Resistant:No 06/14/202i i
De.ign Pressure: +35/-35 Instal/atlon Instruc[lons
� Ot er:Configuratlons of glass shall conform to the curr nt ASTM FL16812 RO II 1867.adf ;
i E13 0 standard. VeNfied By: Warren W, Schaefer P.E. 44135 ;
; Created by Independent Thlyd Party: Yes
I Evaluation Reports
� Created by Independent Third Party;
' I 168.2.9 250 Series Sing/e Hung Wlnd w 48"x 84"viny/non-impact sing/e window with trensom with fully i
i relnforced stl/es&rails �
';Lim ts of Use Certification Agency Certificate '
� � Ap roved for use in HVHZ:No FL16812 RO C CAC CCL 41I-H-1462.04 .OS.odf i
� Ap roved for use outside NVHZ: Yes Quality Assurance Cont�act ExpJrafion Date ;
; Im act Reslstant:No 08/09/202i �
� De.ign Pressure: +35/-35 Installation Instructfons ;
i O! er:Configuratlons of g/ass shall conform to the cur� nt ASTM FL16812 RO II i867.pdf j
!E13 0 standard. Verified By: Warren W. Schaefer P.E. 44135
; Created by Independent Thlyd Party: Yes
j , Eva/uation Reports i
! Created by Independent Third Party: �
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� r.FN Re�N0Tf5: o�e,�: omm en
1. P11 FASIENE%SW�LL BE RI ACCOROnKE wfM 7H6E DRAwINGS. SPECIFlm ANCHOR pIBEO TO FOR MAX. FRAME WIDTH, SEE FOR lAAX. FFtAME WIDTH, SEE c�m:� dm�
ease wa�swu.�ee eEroNO wau nwsri oR sruao. NOTE BELOW "" °'^'^•
2 OPEMNGS.BUCIaNG&BULqNG FASiENERS NUST BE PROPEALY DE9CNm g WSfALLID TO iRANSFER A7 NOTE BELOW
WIND LOl�S TO THE SIitUCTURE
3. TH6E NON-II�PLT R17ED wuIDOW SYSiE11 WSTALLA770N5 ARE IN/�CORDnNCE Wfl}I AND uEET THE 4 � a
REAUIR�7EM5 OF lHE FlARIDA BURDWC fADE(FBC). -
4, Ptl.ANCFpRS SEWPoNG K7NOOW iRWE 10 PR65URE iREA7ED BUG6 OR W00�FFPlUNG SFULI.BE
CIPABLE OF RE45fAG CDRROSqN Ulbm BY THE PR6AIRE 7REATING CHENICAIS P1 lHE w00D. 4� �•
S NATERWLS.PXI.UDMC BUi NOT L1uIlID 70 SIEEL SCAEY75.7HAT C04E R7T0 CONfACf W(iH OTHER . � � �
D651NIUR MA7ERWS SFiALl.NEET 7F1E REOUIREIAENIS OF FLORIR4 BUIIDING CODE CHMiER 20.
N
& TO 1HE BESf OF OI1R KNOWLIDGE THE WINDOYS SHOWN HER�N ARE CER71FlE0 k OWUt1Y ASSURED FlN FASiENER WfTHIN 2'
BY p FIDRIW STATE APPRWm CERfIFlGTION/OA ENIIIY&9ULL BE LABE1fD W ACCORQWCE WIiH iHE OF CORNERS & 4 1 2 FRAME SCREWS WHERE SHOWN �
FBC PND 7HE 9N-3 FLORmA BUILDING fAwlIS40N$PECIFlG710N5. N7NDOW 755EYBLY 6 N0T PARi OF � � AT SIDES. SEE "FRAME ANCHOR �
iH6 ORNWING AND S1Wl BE M ACLORDANCF WIIH iHE 1W�UFIGIUREA'S OUALrtY 0.55UWNCE MAX. O.C. WHEN JOB
sv�nora a�hsnr+c aEaomz REQUIRED DESIGN REQUIREMENTS 7ABLE° ON 7HI5 0
�. cffmFUwnoN oF n��vnrmow u+sruunors sw�u se cor+smEam vao iv aNr oF nie pRESSURE IS OVER + -35 � 3 SHEET FOR REQUIREMFMS.
FOLLDWING APPLY:1)7HEY PRE INSW.IID M7fH0UT A BUILDINC PFRNR fR01A iHE MPIJfABLE LOGL � '¢
BU0.DWG DEPNiiMENL 2)IF THEY ARE INS4LLIID BY ANYUNE OT}1FA i1W�A UCEf15m COMR�CTOR �� . PSF; 9' 1MX. O.C. WHEN ° C2 (NOTE THAT WHEN JOB �
oca�p�wnH rr,rroow n+sruuTrors, a)�aw+c¢wae occuwsm To nie aaooucrs 5 JOB REQUIRED DESIGN m 5 I�E�UIRED DESIGN PRESSURE IS
��T��s7�7E 7H4T GLSE THESE P6fA1U7101S TO 6E INCORRELT OR PlCONSISTEM pRESSURE IS +/-35 PSF w OVFR +/-35 A FRAME FlLLER �
A 1}1E LfASf U61CN Pft6SURE SPECIFlED F]iMiER M TWS DRMlMC OR IN 7HE PROOUCIS CFRTIFlCAl10N OR LFSS. SEE 'FRAME o MUST BE USED AT EACH FRAME g
siuLL wr+ttm��e nte nasrutm vnNOOw. Z SCREW, SEE SHEEf 5 FOR
9.TH6E DRAWINCS CERfffY 7HE 4AND01P fNSTN1A71UN ONLY. WA1ER PROOFlNC OF iHE�NSfai�m ANCHOR REQUIREMENTS W
ERf
WWDOWS LS N07 PART OF 1HI5 INSfMUTqN CEHfIFMA710N. 7HAT F6POtSIBILlfY SliaL1 BE iHAT OF THE TABLE" ON THIS SHEET � Z• N PART DEfAIL)
wwuvnciurs�t g/at wsr�um FOR REQUIREMENiS. � j 6-
x �
j W j s• 30 ��o°o
1 � Z �N� I
� � �zsN
wsraurori Evwy,ra+a a�n au oaeurra�u�ona sTaxwnos um/at w�iror+�aESnts 3 �� tO
�+,�e��r aFroms. n��uam�eunnMC cooE v�a+aus�mm wmi n+e CLUSTER FlN FASTENERS AT '� F- g�
Evau�ra+Nns nur w roac��r n�nue ov n�tvxumaa w n�emrt ov coue wmor+ v a w a
c�ww�s aw�c on w n�e,�n nwr r+�+oa�omnwL hsru+c s muwErm or+na MEE7ING RWL ENDS SUCH THAT aa o a�a
�m aROOUa.aama m sr�nuc cocF muaiwee xm+nff sr��ixc xu+uneruaoe suu � THERE ARE A TOTAL OF 5 0 � a
�°e�u vm�TME eaT�u"n°"a"W^T°"°�°�m°°a¢°R°TM'T i"`°suu"ms��m POSfTIONED/S SHOWN. SEE � 1
F1FfE-N ME WWIEHf WIfN 7NE THEH L1xdEM 76TA'G.COOE MID MR1G&E SGNWtDS.
'FRAME ANCHOR REOUIREFAENiS Z �
�FRAME ANCHOR REQUIREMENTS TABLE TnBLE' oN 7HIS SHEET FOR z �
OPENING iYPE FRAME/C�P/NAIL FlN TO MINIMUM MINIAIUN �QUIREMFNTS. B' ? �
(SUBSTRAT� . OPENING FASTENER IYPE EMBED EDGE DIST. ' 4 j j 3 I
��� FRAME SCREWS � �
MIN. ZX4 WOOD FRNAE OR BUCK N0. 70 SMS OR WOOD SCREW 7 7/4� 3/4' 4• � ? c�o
(MIN.GR 3 6c G=0.55) �- y Z� �
MIN. 1 �
IAIN. 1/B�iHK A36 SiEEL N0. 10 GR.5 SELF TAP DPoLL.SCREW FULL i/2' EXi'ERIOR ELEVATION: EXTERIOR ELEVATION• ?..��+
MIN. 1/8'iHK 6063-TS ALUM. N0. 10 GR. 5 SELF TAP DWLL SCREW FuLL Vz' SINGLE WINDOW SINGLE WINDOW s z �°
NIN. C-90 CMU OR 2500 PSI CONCRt7E (�) 7/4'CONCREfE SCREW 1 1/4' 2' SCALE: 3/4� = 1�-0� SCALE: 3/4� = 1�-0� w �a��Y
(�) INSTALLATION CLIP SCREWS (NAIL FIN MOUM CONDITION) (FRAME SCREW MOUNT CONDITION) � �z�$�
MIN. 2X4 WOOD FRNAE OR BUCK �=�,;j
N0. 70 SMS SCREW 1 1/4' 1/2' o �= g
(MIN.GR.3&G=0.55) � �� `��
MIN. 18 GA 33 KSI MEfAL SR1D N0. 10 GR 5 SELF TAP/DRILL SCREW FULL i/z' NOTE: FOR MAX. SINGL.E SIDE JAMB N ��Z��°
�+w. i/e'n�K wzs sr� N0. 10 GR 5 SElF TAP/DRILL SCREV/ FuLL �/2' WINDOW FRAME DIMENSIONS MICHOR N3�
IAIN. 1/8'1HK 6063-TS ALUM. N0. 10 GR 5 SElf TAP/DRILL SCREW FULL i/2' SPACING TABLE ���iL��������i� $3.'1
2500 PSI CONCREfE 3� c2� i/a'CONCREiE SCREW � i/a• z• pR�ESS REW/S E APPL CABLE �E oi�uM `:c`��e.,����y/�''
( NAILING FIN FASTENERS FLORIDA APPROVAL wIDiH SPACING �z�;' � •�y.,�l'v> m. ;,,
MIN. ?X4 WOOD FRA41E OR BUCK N0.8 SNS SCREW � � ( � ( � =U�4' �
(MIN.GR.3&G=D55) 1 3 B' 1 2� IN. IN. ;�.Z rd ���Q N �p
MIN. 2%4 WODD FRAA7E OR BUCK 54 12 •V ��'F��Q 'Q No
(MIN.GR.3&G=0S5) >> �ROOFlNG NNL � 3/g• 1/2' 48 13 ��=,�� p N� � _ '\ o z
�2=.,� Z , ��i w a�
MIN:1/8'iHK 0.S6 STEEL N0.8 GR.5 SELF TAP/DRILL SCREW FULL- 1/2' 36 17 ' .� ., d
MIN. 7/8'THK 6063-T5 All11A. N0. 8 GR. S SELF TAP/DRILL SCREW FULL i/2' q�jy�p���7�qNCHORS�INAiH R SPECIFlED� 6dbiy••�pP���� U LL ¢
(1)FRAA�IE AND INSfALLAlION CLIP SCREV7S SW1LL BE A PAN OR HIX HEND SCREW. SUBSTRJ4TES HAVE BEEN ANALYZED IN ACCORDANCE 3
(2)CONCREfE SCREWS SHALL BE ELCO ULTRACONS (C.SJ,ELCO CREfE-FLE1( (5.5.), fIW WITH TH�R APPLICABLE SfANDARD(5)AND ARE FOUND 1NEg p{WyINGS IVtE MPUGBIE ONLT TO TlIE PRODUCf o vnrac No. tv.
HAMSE7/RED HEAD TAPWNS (C.S OR S5.) OR HILiI KWIK-CON II (C.5 OR S.S.). TO BE EQUNALEM TO OR SiRONGFR THAN THE FQFIED•7Nfl'WY NOT BE USED FOR iHE ASSE11gLY �H67
(3}WMEN SCREWS ARE USED WfTH iHE NAIL FlN,7HEY A7UST BE A PAN HEAD OR WAFFLE HEAD /WCHOR(S) USED IN TESTING WfTH THIS PRODUCt /op°'n"wm°"o��xr o�'rx Paoouc�e�oR wv
Er ee usm Foa nnnor+u�wo/ort�nrx�vartwa sr�r No.
SCREW OR HAVE A FlAT WJSHER AT THE SCREW HEAD. A�oN���er n+e uu+uF�iu�a � pF rJ
• �a.: �a.:
.� �s
�,: a�
48' MAX. FRAME WIDTH ����
A1 a
4
FOR MAX. OVERALL FRAME WIDTH, SEE SIDE-BY-SIDE WINDOW �
SIZE/PRESSURE TABIE ON iHIS SHEEf
j a CLUSTER FlN fASTENER
Z 2� A1 SCREWS AT MUWON ENDS �
4 SUCH THAT THERE ARE A
j ' 2° TOTAL OF 3 POSRIONED AS �
SHOWN. SEE 'FRAFAE �
. � • � - - - ANCHOR REQUIREMENTS �
/ / TABLE' ON SHFFT 1 FOR �
I � j SCREW REQUIREMENTS. �
CLUSTEf2 FlN FASTENER SCREWS AT MUWON
z ENDS SUCH THAT THERE ARE A TOTAL OF 3 � (NOTE 7HAT ROOFlNG NAILS
N POSIiIONED AS SHOWN. SEE 'FRAME ANCHOR = ARE NOT APPLICABLE AT
w N MUWON END CLUSTFRS)
�� REOUIREMENTS TABLE' ON SHEEf 1 FOR �+
�Ci �� SCREW REQUIREMENTS. (NOTE TlIAT ROOFlNG CLUSiER FlN FASTENERS
�W= 5 v NAILS ARE NOT APPL1GiBLE AT MUWON FND � z
c�r_v N � C� AT MEEf1NG RAIL ENDS o �
=N N � CLUSIERS)� � 2� � 5 SUCH THAT THQtE ARE A �w N°o
3- � TOTAL OF 5 POSfiIONED!S p �o 0
�o'- - - - - - > � Z SHOWN. SEE 'FRAIAE Z a y� �
�3o j � � ° ANCHOR REQUIREMEMS 3 o?s�'
W� CLUSTER FlN FPSTENERS AT � TABLE' ON SHEE7 1 FOR � ��S�!
�o FlN FASTENER WIT}iIN 2�OF CORNERS & j REQUIREMENTS. Q �o��
�n¢ MEEf1NG RWL ENDS SUCH TtiAT
� 4 1 2' MAX. O.C. WHEN JOB REQUIRED DFSIGN 7}{ERE ARE A TOTAL OF 5 o- � a
�r PRESSURE IS OVER +/-35 PSF; 9' MAX. O.C. pOSR10NED AS SHOWN. SEE � I
i � �
o m �� �OB REQUIRED DESIGN PRESSURE IS +/-35 FlN FlSfENER W(THIN 2' Z
W 'FRAME ANCHOR REOUIREMENTS o �
�°-� PSF OR LESS. SEE"FRAME ANCHOR REQUIREMENTS TABLE' ON SHEET 1 FOR OF CORNERS & z g
TABLE' ON SHEEf 1 FOR RE�UIREMENTS. 9' MAX. O.C. SEE 'FRAME c� �
� �REOUIREMENTS. B�1 � ' ANCHOR REDUIREMENiS
Z
• B� TABLE' ON SHFEf 1 FOR = �
4 � REQUIREMENTS. �
c�
z c�o
� Zm
EXTERIOR ELEVA ON• �
SIDE-BY-SIDE WINDOW s �`"���
scni.E: s/a' = i'-o' EXTERIOR ELEVATION: �, �id�.#
SINGLE WINDOW WITH TR,4NSOM w a��^
(NAIL FIN MOUNT CONDITION) W �c;�
- SCALE:.3/4' = 1'-0' N z��n
(NAIL FlN MOUNT CONDITION) o �i���_
ALLOWABLE SIDE-BY-SIDE N �NN�m�
WINDOW SIZE/PRESSURE - �3�"�
T�� ALLOWABLE DESIGN PRESSURE 83�
MA)(IMUM MAXIMUM ALLOWABLE (TRANSOM UNf1S ONLI�
OVERALL FRAME PRESSURE + -35 PSF �����"••••������i '�
FRAME HEIGHT (+�- PSF� ��Q� �H�.J`� !�� ^ d
WIDiH DIMENSION �`cv� ,-•' •'.,�t� �i �
DIMENSION � �
(IN.) :Ze;�� ti 6''yul a w ^
(IN.) :U�� r o O:� c, �o
TRIPLE WINDOW =`"ew �� �,°;o w \,u� 3�
109 63 35 =�:j o "';:v� " ��.
Z 3�
ss DOUBLE WINDOW35 �?dy'dbM..�e���`<'�':
0 WiNG N0. REV.
72 65 1 2 50 ' �867
, � SHfET N0.
2 oF 5
• ��: �a,:
.� ..s
�r: �
i..e m/m/ia
FOR MAX. OVERAU. FRAME WIDTH, SEE SIDE-BY-SIDE WINDOW
SIZE/PRESSURE TABLE ON THIS SHEEf ��A8' MAX. FRAME WIDTH� �
INDMDUAL WINDOW WIDTH INDMDUAL WINDOW WIDTH INDMDUAL WINDOW WIDTH �
13 1/4' 3 13 1/4' 3 13 1/4' 4• �. j
4' MAX. �MAX. O.C. MAX. O.C. MAX. O.C.� 4' MAX. �
4 b
� 3" j s
� 4' �. 3" — — —
j � j FRAME SCREWS WHERE SHOWN AT HEAD & 3� �
SIDFS. SEE 'FRAME ANCHOR REQUIRE?AENTS 3. j � g
� TABLE" ON SHEEf 1 FOR REQUIREMENiS. (NOTE
� THAT WHEN JOB REQUIRm DESIGN PRESSURE FRAME SCREWS WHERE SHOWN W
�
N� C2 IS OVER +/-35 A FRAME FlLLER MUST BE AT SIDES. SEE "FRAME ANCHOR W
USED AT EACH FRAME SCREW, SEE SHEET 5 RE�UIRE�tENTS TABLE' ON SHEEf �
�N= 5 � � FOR PART DETAIL) C2 1 FOR REQUIREMENTS. � Z
�°� — — / — / — — s. 5 � o oN�°o
�30 �� 1 I j � j 1 6 6• / ° 3 oZs�
/ *1 *1 U
��m I I I I � j � Q ���t�0
��� � a ��a
�r m �
°�i INSTALLATION CIJPS WHERE SHOWN AT SILL �
o SEE 'FRAME ANCHOR REQUIREMENTS TABLE� ON o � �
'^ SHEEf t FOR REQUIREMENTS. Z
� � � 4 � = Y
� 4� �- / `�` �
12 1 4' 12 1 4' 12 1 4° / z co 0
4' AIAX.--I E"—MAX. O.C.�q•�MAX. O.C.� MAX. O.C.� �4• �" 4• �� y ¢� o
w
EXTERIOR ELEVATION; EXTERIOR ELEVAl10N: z z"�+.
SIDE-BY-SIDE WINDOW SINGLE WINDOW WITH TRANSOM � " �'
� SCALE 3 4 7'-0" w �a� I
SCALE: 3/4• _ �'-o' SIDE JAMB /' _ ���
(FRAME SCREW AND CLIP MOUNT CONDfTION) ANCHOR (FRAME SCREW MOUNT CONDITION) N �Z€�;,
ALLOWABLE SIDE—BY—SIDE SPACING TABLE o ��x�o
WINDOW SIZE PRESSURE ��uM MAXIMUM ALLOWABLE DESIGN PRESSURE a �NZ�m°
� INDMDUAL O.C. (TRANSON UNfiS ONL� 3U��
TABLE WINDOW SPACING z
MAXIA�UM !AN(IMUM ALLOWABLE ��TM (IN.) +/-35 PSF 83�y
OVERALL FRAME PRfSSURE ��N•�
FRAME HEJGHT (+/- PSF� 48 13 `���j1��a:••+��/�� i
WIDiH DIMENSIDN 36 17 �•�t���,��3�Iy�i� ^ �'O
� � � ���� � N �M
DIMENSION (IN.) �� '•. Y
(IN.) ��P'�•rj •u.S-';yi� � o u�iZ
TRIPLE WINDOW :v�i;? �� W°-�;a - �� 3,,
109 63 35 :.3:v p N��°;� �,� `
DOUBLE WINDOW =_Z�� z .�� 3
96 72 .35 .6b'••••••,"••'•��:• oanw N0. R .
�z ss i z so •.bM ����--' 1867
. , SHEET N0.
3 �F 5
�� ��:
FlN FASTENER PER FRAME SCREW PER """ •�•s
ELEVATION SUBSTRATE BY ELEVATION °iDT�� `�"
SEALANT BY OiHERS SUB�� � SUB5TRATE BY ���
OTHERS PER FRAME SCREW OTHERS PER SFALANT BY OTHERS
BEHIND NAIL FlN OTHERS PER k
"FRAME ANCHOR PER ELEVAiION 'FRAME ANCHOft BEHIND FRAME FIANGE g
• ,,, . - " • REQUIREMENTS ,, s .:• ti. , _i,-'•�-y • REQUIREMENTS - � . "�r+1E ANCHOR
. _ - . ,:.
, ,•.., . . _
'' TABLE' TABIE' 1� ' REQUIRE�AENTS
TABLE" �
- - �'� `;I� 1/4' MAX• ,'t t/4" MAX. SHIM ' - �i. 1/4° MA)(_ SHIM �
"':•' .+`;:< SPACE � ':'.., �,�: :. AT EACH ANCHOR� " .'•_'.,'?��;•�.:.0 AT EACH ANCHOR� o
SEALANT BY 0 p ❑ SENANT BY
I OTHERS �� OTHERS � � OTM�E� � � � �
= 2 1
0 " �
DCTERIOR SEAL SPACE WfiH
� LOW EXPANSION � _ �IOR SEAL SPACE WfiH �
LOW DCPANSION w � LOW EXPANSION =
EXTERIOR FOAM AROUND 4 FOAM AROUND � 4 FOAM AROUND � �
PERIMEfER OF FRAME FlLLER PERIMEfER OF � FRAME FlLLER PERIMETER OF aq
WINDOW FRAME WINDOW FRAME
SECTION WINDOW FRAME �-
ni SEC110N °�°�o
� a2 ALTERNATE SECTION ,� I F W N o
SCALE: 3/4 FULL 4 • W SCALE: 3/4 FULL 4 SCALE: 1/2 FULL 4 + o pN,°�
(NAIL FIN MOUNT) _ (FRAME SCREW MOUNT CONDITION) , (FRAME SCREW MOUNT CONDITION WITH FLANGE) 3 0?s�
W
� F V�g I
DCTERIOR � 1 � W^a�
IXTERIOR I
1
SEAL SPACE W(TH Z
LOW IXPANSION SEAL SPACE WI1}i � Z �
LOW DCPANSION w �
PEftIMEfER O�F SHIIA AS REO�D TO ��M����� w � �
� WINDOW FRAME O SllPPORT &AIJGN WINDOW FRAME � � - _
WINDOW �
' � 3 ,` J
INSTALLA710N �
z no
' CUP y W� a
OTHERS OTHERS
1/q• MAX. : _ � 5 �...�'.
- SPACE ' -���q' � W� dX
� `'�`'`�`�= MAX. 3 16' � a��^3
- SNIM AS REQ'D TO / SHIM SPACE � �o�
� ; SUPPORT k AL1GN " iHICK X 3' � �c�o$�
>'�.' ,�}•'.�,'� . ., :�WINDOW ��. �''�,'`' `�:' ... � „ ... .: LONG SHIM Z
' •` ' :.Y•.. , t::• •:-: :� 7 �:•. �. ' ' . .._`: :�. . O �-�-i^c=jz
sEnv�rrr ev on��s ',suesrRn� er - � ar�,cH cuP
SUBSTRATE BY OTHERS IN5TALLA710N CLIP SCREIN PER N ��z�'�
BEHIND NAIL FlN OTHERS PFR p� ^�pME ANCHOR o �
FlN FASTENER PER ��E ANCHOR REQUIREMENTS TABLE' �FRAME ANCHOR REQUIREMENTS $3c�
REQUIREMENTS TABLE' (2 PER CLIP). $3�y
ELEVATION T��• SECTION
SEC110N B� SCALE: 3/4 FULL B2 �'+'',p,�D�83��`��, a
SCALE: 3/4 FULL 4 (INSTALLATION CLIP MOUNT CONDITION) =���•'°'�����'������% � W
(NAIL FIN MOUNT) ;zQ.� � ,�s:L�G � `� <
_U:y o0;>� c��\ o �a
�:Ill �Y�_¢ 'J:Z� � \ 3�.1
:Zi:i p v�i tc;Jy ry � V!i d
��66bM ��P�����e` No. aEV_
1867
� SHEE7 N0.
4 oF 5
• 1/4" MAX. 1/4' MAX. SHIM 'a`""a" p1��:
iAY S
FR/U7E WIDTH— A4 H IG 1 4' MAX. SHIM
SPACE AT EACH ANCHOR � R2NdE HEIGHT— ��-' �°'�/"
- AT EACH ANCHOR
SEAL SPACE WRH SEAL SPACE WITH a
SUB5iFtAiE BY �� SUBSTRATE BY �� LOW EXPANSION SUBSTRATE BY LOW DCPANSION
07HERS PER �.. SEAL SPACE WfTH OTHERS PER ��. FOAM AROUND •
"FRAME ANCHOR�� LOW D(PANSION "FRAME ANCHOR:,. � PERIMEfER OF OTHERS PEFi ' 0 FOAM AROUND �
REQUIREb1ENTS . FOAM AROUND REQUIREMENTS .� � � WINDOW FRAME �E ANCHOR;e � a PERIMEfER OF
O REQUIREMEPtTS : WINDOW FRAME
TABLE' -, PERIMEfER OF �� • z
� � WINDOW FRAME TABIE' 4 TABLE' 4 �
FIN FASTENER ' � o FRAME FlLLER 0 FRAME FlLLER o
PER ELEVATION `� °�� FRAlAE SCREW
� PER ELEVA ON ? .. � PER ELEVA710N �` � �
SFAIANi 8Y o��
OTHERS '� � SEALANT BY
BEHIND W+IL � � OTHERS BEHIND ° � � g
FlN ' . FRAA�E FV�1GE
;��; - - SEALANT BY SEAtANT BY
5�� � OTHERS p�IOR 2 1 OiHEF2S ��IOR
� OTHERS DCfERIOR . ?i:^:
SECTION ci 5.Y SECTION C2 - o ��oo
SCALE: 3/4 FULL 5 SCAlF: 3/4 FULL s ALTERNATE SECTION � °z �`�s i
(NAIL FIN MOUNT) (FRAME SCREIN MOUNT CONDITION) scn�: i/z Fuu s 3 �� �
(FRAME SCREW MOUNT CONDITION WITH FLANGE) a �o�„
N W V
a w�a
� a
0.375 � 1
COMINUOUS WOOD MFJABER LFSS 0.60.4--� J�pZp o �
IN THICKNESS TW�N A 2� BUCK 0.500 �—�� Z �
TO BE MIN. 3 1/2' DEEP (NOT SUBSTRATE BY OTHERS � —� �
REQUIRED WHEN SHIM SPACE IS pQt 'Fi2AME ANCHOR � - �•225"� _ �
WITHIN ALLOWABLE DIMENSIONS REOUIREIAENTS TABLE� 2�5 LENGTH = 3.000' �
SHOWN IN SEC110NS). 0.604--� 3.000 O�euF Fli��t �'�
:�i:'..':,: ;:r'� '� .:i ' T— (RIGID PVC) � zo°o
0.860 O � � (NOTE THAT WHEN �� _
0.059 0.059 0.500 Z Z� p
SFALANT BY � ❑ DESIGN PRESSURE � �
, 01}{�S O FRAIAF FI ANPF O�AUC FI AIJf:F IS OVER +/-35 A 5 b�=�X
(RIGID PVC) (RIGID PVC) �325 FR4ME FlLLER MUST � a���
BE USED AT EACH � -8�!
IXTERIOR D r 0.060 �E SCREW) g �j��_
FRAME SCREW PER 0.293� T m$
FRAME4FlLLER ANCHOR R pUIR�EMMENTS O3 INSfALLATION CLIP N �3���6 I
T��- (RIGID PVC) I
,�°, �'S
3
OPTIONAL DIRECT MOUNT DEfAIL ��,��"`���"'���, ,,
TO SUBSTRATE WffH SPACER :�F��...--..?��iyj���� a
(HFAD SECTION SHOWN; SIDES ARE INSTALLED THE SAM� ; Q- �� •� �L ��
�
(DIRECT MOUNT CONDffION IS NOT APPLICABLE AT SILL) :V;� � O o� a � ���
(FOR DEfAIL NOT SHOWN, SEE OTHER SECTIONS) _�:w ,d'd,�c a o?z _ �. hi
� :� J.
:U� 6 u~i L:� Lw
=2vj•� Z . c�
66;��..�e���c`<': 3
N0. REV.
1867
• . s�+�r No.
5 oF 5
. Florida Building Code Online Page 1 of 2
� -
� `,14g Product Approval
9i'.�'�+�USER:PubPc User
Produc[AOproval Menu>Producf o�Aaalicaflon Search>Aoallca[lon LIS[> ppllr.atlon De[all
FL # FL16528
Application Type New
Code Verslon 2010
Application Status Approved
Comments
Archived ,
Product Manufacturer Pella Corporatlon � .i. ,
Address/Phone/Email so2 Main st. 3tiJII,.DIAiG ST�-�AI-i-'r�p�'j�I'�
Pella, IA 50219 �L�,pp�I�HgL��3UILDING,
(641) 621-6096
pellaproductapproval@pella,com E�LECI�����Q���G A
Authorized Signature Dave Modtland
modtlanddb@pella,com '
Technical Representative Joseph Hayden
Address/Phone/Ema!! 102 Main Street �/
Pella, IA 50219 /
(641) 621-6096 _ a�
jah��yden@pella.com
���� ������� C)
quality Assurance Rep�esentative Pat Bortscheller �`�� !�lyN �
�ddress/Phone/Email pella,NlA 50219r ��.��( O� ✓-,(�'��`v�R
(641) 621-1000 cj� �`��1�'
PJBortscheller@pella.com p���
Category Wlndows
Su6category Mulllons
Compliance Method Evaluatlon Report from a Florida Registered Arcl�itect or a Licensed Florida
Pro(essiona!Englneer
__: Evaluation Report-Hardcopy Received
Florida Engineer or Archltect Name who developed the Warren W. Schaefer, P,E.
Evaluation Report
Florida Lic:ense PE-44135
Quality Assurance Enfity Architectural Testing, Inc.
Quality Assurance Contract Expiration Date 12/31/2015
Validated By Terrence E. Lunn, PE
,'; Valldation Checklist-Hardcopy Received
Certrficate of Independence FL16528 RO COI Certifrcation of Independence�f
Referenced Standard and Year(of Standard)
Equivalence of Product Standards
Certlfied(3y
Sections from the Code
1715,5,5
http;//www,floridabuilding.org/pr/pr_app dtl.a;�px?param=wGEVXQwtDqvqqu2w%2bnF... 12/3/2014
� Florida Building Code Online Page 2 of 2
Product Approval Method ethod 2 OpClon 8
Date Submitted 9/04/2013
Date Validated 9/04/2013
Date Pending FBC Approval 9/09/2013
Date Approved 0/18/2013
----- ___--------- ----------------- -----....-- --------------------------------.
�Summary of Products
;FL# Model, Number or Name �Description �
�16528.1 250 Vlnyl Window Serles Alu lnu�Non-Impact Tube Mullion �!
Tube Mulllon
i Limrts of Use Installation Instructions
i Approved for use ln HVHZ:No FL16528 RO II i865.pdf ;
i Approved for use outside NVHZ: Yes Verified By: Warren W. Schaefer, P.F_. FPE#44135
; Impact Resisrant:No Created by Independent Third Party: Yes
i Design Pressure:N/A Evaluation Reports
; Other:Mullion slze,pressure, assembly, use, limitarions and FL16.528 RO AE WWS_246,pdf
installation requlrements are to be as speclfled in[he att ched Created by Independent Third Party, Yes
�drawing No. 1865&evaluatron report WWS-246. Job�eq ireci
!design wind pressure shall be calculated in accordance w th the
i Florida Building Code Chapter 16 and ASCE 7 Minlmum D sign
i Loads for Buildings and Othe�Structures. �
�
http://www.floridabuilding.org/pr/pr_app tl.aspx?param=wGEVXQwtDqvqqu2w%2bnF.., 12/3/2014
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CENTER OF CE�TER OF .s
---I MULLION LENGTH I— W�N��w .u��VVw — MULLION LENGTH� SEE MUWON END ��'�MS wovwns
�j= = II �L��A j��� I ��j = _ _ = I SHEETS 3 & 4
CL1P DEfAILS ON
MULLION LOAD /
AREA CONSIOERED I � ,
. � I �I �CTRnN50MF II// � � � ^A I �I CENTER OF
1 WINDOW
I I � MUWON
A o m I II END CLlP � �� -
� o,� p
°a 0 D�AREA II S EEfSIf3& 4� I I I o+Q o
o ° CONSIDERED I / u I � o v
�e �II ��� J �II � �I� z I �II % �� -�lII �
IISEE MUWON END II III � ••8�• � —CENTER OF
CLIP DETAIIS ON I II � WIN�OW
I II SHEETS 3 & 4 �I � II II I �
p MULLION LOAD z�=
�I I SEE MUWON I I qREA CONSIDERED a
I � I II II II �
I I I
� _/ III DETAILS ON I FOR THIS MULLION, � o wm
�� �� SHEEfS 3 & 4 �/ �� SEE RESPECTNE Z '- WN°o
'A" = LESSER OF MULLION LENGTH 2) OR TRANSOA� WINDOW HEIGHT 2 � � _ = WINDOW TO WINDOW Z � ��o 0
� � � I ) — — � — � — — � ELEVAl10N a �� i
°8" = LESSER OF (MULLION LENGTH/2) OR (80170M WINDOW HEIGHT/2) TWO(2) SINGLE WINDOWS WITH A Z � Za cv
O � a �o
SINGLE WINDOW WfTH TRANSOM °a��"A� SINGLE FIXED WINDOW TRANSOM � ° � �
(SEE LOAD TABLE 2.0) � g Ng^
(SEE LOAD TABLE 1.0) FIXED WINDOW TO FIXED WINDOW WHEN WINDOW WIDTHS � W °a�
NOiES:
NOTE: BOTfOM WINDOW MAY BE A FU(ED, GSEI.�ENT, AWNiNG, ARE LESS THAN OR EOUAL TO THE MULLION LENGTH • BOTf041 WINDOWS MAY 8E ANY FlXED, CASEMEDlT, AWNIN6, m a
SINGL HUNG OR �JOUBLE NUNG 4YI�DOW. TOP W:NDOW MAY �SEt LOAD TABLE 1.0� SINGLE HUNG OR DOUBLE HUNG WIN�OW. r�- z O
BE ANY FlXED OR AWNING WINDOW_ • BDTfOM WINDOWS !MY BE �tULLID 70GE7HER PER THIS �
' NOTE: WINDOWS MAY BE STACKID HORIZONTAL OR VERi1CAL, DRAWING OR PER TH�R INDMDUAL WWDOW APPROVAL Z g
W I N D O W W I N D O W G E N E R A L N O T E S: CENTER OF C E N T E R OF
WIDTH > "L" WIDiH > 'l 7. TM6 uUWO�SlSfEN HAS BEEN D6ICNED IN ACCORDANCE w7iF1 AtuO MEEf TfiE REOU1RES1ENiS WINDOW WINDOW � o
OF CIiAPTQt 17 OF THE FLOPoOA BUILDWG CADE h IS APPROJED FOR DFSIGN PREi5l1R6 NOT 70 LOAD WIDTH—� �I a
OfCEED THOSE SMOwN IN 7HE alLOWFBI£Df51GN PRESURE TqBLE(5)". �_ (8{-ii�/��1 �
� I �B - ��Z �A� - L�Z 2 GPENNG$,BUCKINC k BUCKING F/STENERS NUSf BE PROPERLY DESIGNED k RiSfALLm TO I I W Zm
— I - - �ALL F41R0 ARE kSF�0.51ENER5 SHNLL BE INPLCORONJCE WRHE QEORnwWGS k SMU1 NOT — � ` _ _ W W� m
1AAhRIAL SHALL BE 6EYOND WALL FlNISH OR SiUCCO. N W U s.�i
I �/ SEE MUWON I Z= 4. TF45 NUWON SSTEl7 IS RATED FOR USE IN NON-FNHZ ARFAS ONLY. �/ � C9 � "
E7JD CLIP ��. 5. 1H15 Ltt1WON 515TEM IS NON-IMPACT RAIID.ALL OPQJPIGS 7HAT INCLUDE Tu5 uUWON SEE MUWON o zd�`^
II DETAILS ON II '�Z J �'���BE SHUiTERE�WfiH A FLORIDA O�OE MPROVED SHUf1II2 WMFRE REOUIRED BY WDE I II END CLIP Z �a oa^
I �S H E E T S I ��' 6. A L L A N C H O R S S E L U R I N C b t U W O N C L l P S 7 0 P R F S S l 1 R E T R E A T E D B U C K S O R w 0 0 D F R V A I N G D E T A I I S O N = 3 W�j� �
/ SHALI BE('APABI£OF RESISfINC CORROSION fAUSED BY 1HE PRESSURE TREpTING CHEMIGIS IN MULLION / r y� °d-
� - - 3 &4 II.� niE w000. LOAD AREA SHEETSII3 & 4 Z } Qr`�W
7. DEfEftMINE 7HE POSIIIVE&NEGNTNE D61GN LOADS TO USE WMEN RtFERENCING TMESE / J�ui
�I OOCUUEtI1S W ACCOROnNCE wrtH 7HE GOVERNING WDE ANO GOVQ7NING Y1IND VElDCftt. FOR WWD CONSI�ERED � � j �n V�omo
MUWON LOAD L O p p C A I C U l pTI0N5 W A C C ORNW C E W I f H T H E i L O R I�A B U I I D I N C C A D E,A D I R E C I K 1 N A l 1 1 Y F T C T O R O F � / Z - �NZ�sa
�� LOAD WIDTH Kd m 0.85 MAY BE APPLIFD PER 1HE ASCE-7 STANDARD. II I O � � O�i
CONSIDERED � =q .F 8 � & MATERU1l5.PICWDING BUf NOT UNfIID TO SIFEL SCREIMS,1HAT COUE IMO COMACT WffH � J �N N 3 U a
pTHQt OISSIUILPR WTERIlLLS SHALL MEEf THE R£OUTAElIEMS OF flDRIDq BUILDP'G CODE CHAPTER � o
FlXED WINDOW TO FIXED WINDOW 9� CERiIFlC1�110N OF TH5 NUWON SYSIE61 SFi0.L1 BE GONSIOQtED VOID IF ItSfALLID WfIFiOUi A I � � SEE MUWON � ,,ee " ' H'3�
WHEN WINDOW WIDTHS ARE GREATER OTHERNTHRN A LJCFNSED CO�NiRACTOR IXPFRIFNCm WRH YlINDOt7 I�NSTOALLq'f10N5�0��ONE I II END CLIP `oa� �'�'3 y i�r,;
�Era�s oN :F •�'�<< A
1d WINOOWS SHALL BE UNDER SEPFRATE PPPROVILL. a �G : •<••••M�� lJ
THAN THE MULLION LENGTH ��.qLL pEllq y50 SERIES NDN-IMPACT NNYL WMDOWS NAY BE SUPPORifO BY THIS NUWON SHEETS 3 & 4 ;��:? ;, !T'
�SEE LOAD TABLE 1.0� �Ef!PRONDING THEY ARE PROPERLY ANCHORID TO 1HE uUWO�. �_ _ _ � v .;v ^p e �
72 ALLOWABLE PRESSURE ON iHE MULLED UMTS SMALL BE CONR20L1ED 8Y THE 1F55ER e��" „
NOTE: WINDOWS MNY BE STACKED HORfZONTAL OR VERTICAL. ALL�WABLE PRESSURE OF THE MUUJON k If5 END CONNECTIONS OR TME WINDOWS If SUPPORTS. �••8^ �A^� � ,�t! _z' O' z
11 wINDOw 926 SwLL1 BE RESIRICTED BY TMFJR OWN INOMOU4L APPROVAL ���t� �r o .�
14.1WCHORING OF wP1D0Y5 TO 1HE OPENINC S H A LL.B E P E R T H O R R 6 P E C 7 N E M P R O V A I. Y p •
15.CONORIONS NOT SHOWN OR COVFRm IN iHIS ORAWING SHALL BE SU8IECT TO SEPARATE REVIEW SINGLE OPERABLE WINDOW TO A SINGLE ��:� ~ �.;
PND JOB$PECItIC CERIIFlGTON BY A FLORIOA IICENSED ENGINEER. �j 3�'•, -?-
Muw"�ora Sttt65�Dffl£C�TION AND END RFAC�flO�TaBI£5 CONSIDER 1HE wORSE ClSE OF OPERABLE OR FIXED WINDOW '�e6yb ."""���`3
n.xuwoN neES si,nu se cormNUOUS�ou�,u m ao. (SEE LOAD TABLE 3.0� e��` i�PR e�<
1HESE OIGww45/�WE MPl1G8tE OM.Y 10 iXE PROOUC! NO1ES: +ppQ�MpMG NO. REV.
SVCCIFlEO.'ME1'u�Y r+OT BE uSED Po0.ME ASSEUeIY �A���n�Y SfACKED,THE WslllFOLR1RQ7/MSiALIER 4wLL Ir15URE 7F1Ai THE OUD • WINDOWS MAY 8E STACKm HORIZO��ITAL OR VEXiiCAL. �(�6S
♦ND/OR�NST/�W110N OF ANY p1Mpi PRpOULT NOR WY WEIGFR OF THE ABOVE wINDOW(5j WILL NOT CAUSE I1ND0 S7RES5 ON 7HE BELOW WINDOW(S). 7HI5
incv e[us[o ror'pnnouu tiuo/on wra.avaRwrt MUWON Sf5iE1A IS DESIGNED FOR WIND lOAD R615fPNCE ONLY k IS N07 CONSIDEFED TO = OPERABLE WINDOW(S) b1AY BE C/SEMENT. AWNING, SINGLE $HEET N0.
0!�M'PRODUC7 NOT PROOUCED BT TME VANUFALIURER SUPPoRf 1HE WEIGMT OF 1HE W�NDOwS. 5
n�no or+n�cse o�uwv+cs. HU�G OR DOUBLE HUNS WiN�OWS. � oF
. ��,: �.��..
�—MULLION IENGTIi---� CENTER GF CENTER OF CENTER OF `"s �,�•s
S[E i+iliL1JUN END WINDOW CENTER OF LYINVVW WINDOW
mryn�u
i CIJP DETAILS ON PANEL WINDOW
LOAD WIDTH�J PANI-EL LOAD WIDTH PANEL
��// I SHF�S 3 & 4 MULlION LOAD �_ (A+8)/2 I �fULL10N LOAD f= (A+B)/2'�
AREA CONSIDERED AREA CONSIDEREO I �
^q�� CENTER OF _ 1 I� �
I I � WINDOw �r = _ � _ _ � = =I= � _ _�
^ ��� �\ � � �� ���
vm III III S�MUWON I III III � III 5� MUWON III
END CL1P END CUP -
DEfNLS ON DEfAILS ON �
II II x III III SHEEfSIII & 4 z III III III SHEEfS 3 & 4III Z o
� � ° �� J I I II u u� � �
IIII ' II o �ii ��� �iI o ��I ��I I�� ui o
II I o SEE MUWON � SEE MUWON
.B. I I _ I I J I II �D C�P ��� � I II �D C�P III II I =
�
I� —�—CENTER OF DEfNLS ON DEfNLS ON �
II _ II WINDOW III SHEEfS 3 & 4III II I III SHEE7'S 3 & 4lll III III ¢
II I I MULLION LOAD \� \ �j 'I � ' \� � a
IIII III III ARFA CONSIDEREO \ _ _� �\ _� _ _ __� __�— � o W�,
0
I I � Z � �vNOi o
/, II /, I I "B'—{—^q" �...8..�,—�A..—I Z � z<N
I�.°°�! SLID1NG WI�DOW NEXT TO A SINGLE SLIDING WINDOW NEXT TO A SLIDING o o a �
� � �gl
1W0(2) PANEL SLIDING WINDOW WfTH F1XED WINDOW WINDOW � 5 ow�
A SINGLE FlXED WINDOW TRANSOM (SEE LOAD TABLE 1.0� (SEE LOAD TABLE 1_0� w a ^a
(SEE LOAD TABLE 2.0) NOTE: 2-PANEL SUDING WINDOW IS SHOWN. MORE TW�N 2 NO7E• 2-PAN� SLIDING PlINDO�YS l.RE Si-iOWy. kORE Tri,W � 4 �
PANElS MAY APPLY TO 7HE SIJDING WINDOW. 2 PANELS MAY APPLY TO THE SLIDING WINDOWS. ~ z O
• � �
MULLION LENGiH ? °
MULLION LENGTH MULL10N � -
�I1 � _ — — LOAD AREA ¢ o
SEE MUWON�END CLJP � CONSIDERED
_ ��� Sc�u�i i ipN cun ri ip = = I' I �/ uuiviS uiv SH�3 & 4 �j rn m
I � � DETiULS ON SHEEfS 3 & 4 "p" TCEMER OF � �� m
CENTER OF I WINDOWS vWi ,"',�¢ „
WINDOW p
N _.13m o W¢��;
10� ov Z a� :
m < 3 � �W�
ov o ,� J WZ��m
>
J
� �� e� � % � II % II � % II % � �CEN� OF �� ,N�o�o
wiNOOws o � Z�_°
—N �n�U
°g' CENTER OF I I °u 3� J
WINDOWS a�S�i93B4yg�6
II a>� �c!{� j:
MUWON II II u II II II II FOR THIS MUWON, _ � _ � _ _ ���l�F•�o•�=••a3�Jlt°a• a
LOAD AREA � // // // //� WENDOW TOCW�DOW I II � II II / II II /� � II /� SEE RESPECTNE N �e��"•'`� e "-6V�� P o o a
CONSIDERE _
ELEVATION / / v�:� �- � �:¢e Q . �<
WINDOW TO WINDOW s ;¢s �t� a, oe�� ,�-� N �z
MULIIPLE WINDOWS WITH TftANSOA� � _ _ — _ � ELEVATION �3;� o �4.:�e � yw
(5EE LOAD TABLE 3.0) MULTIPLE WINDOWS (SEE LOAD TABLE 3.OZ %2.��� e,`�''�� ° ��
a
'�TRNNSOM MAY BE SINGLE OR MULiIPLE WWDOWS N CANi1NU0US MUWONS FMY BE HORROM'AL OR VERIICAL oese�f�a�sft a�O,04 ow�wwc rao. REV.
� BOTTOM WINDOWS MAY BE ANY QUANTf1Y OF FlXED, (HORIZONTAL SHOWN). 18F5
CASEMENT,AWNING. SINGLE HUNG, DOUBLE HUNG OR SLIDING + WINDOWS b1AY BE MfY QUANTTfY OF FlXm OR OPERABLE sH�r r,o.
WINDOWS. WINDOWS. 2 oF rJ
.
� i/z° t i/2.. oA....�s. ���.:
i i/z' i i/2" o�,":� a.�v�
I I 3�8- I 3�g• mi�n�
3�8��l r 3/8.. r{ W
I a
I �t/2" rniN. �'� �' � � 7�2° MIN.
z 3/s° 1
� �i/z" rnw. 4°
MIN.
2 3/8" �
MIN. N0. 10 X 1/2" ��Z� ��z� o
SELF TaP/DRI�� 1 �I2�
SCREWS (2 PER SIDE I I �MIN. ���^ I I i��. o
OF-MULLION) �. �II MIN. N0. 10 X 1�2" � ^ 7�2' �
� 2 3/4" MIN. SEIF TAP/DRILI `1J �niN. �
'�T� SCREWS (2 PER SIDE n n Ir �11
I OF MUWON) 4 �I
UAX.� 3 3/4" MIN. � MAX^ a
�SHIM a
CLIP SCREW PER "ANCHOR pERSTANCHOR � � � � ~ o
REQUIREMENTS TABLE° REOUIREMENTS o � �c'°o
CONNECTION "Ai" & "A2" TABLE" SUBSTRATE � Q ��°n i
��A�" = TO WOOD, CONCRE7E, METAL STUD, CLIP SCREW PER �ANCHOR PER 'ANCHOR Z � ZaN
STEEL OR ALUMINUM SUBSTRATES REQUIREMENTS TABLE' REOUIREMEMS � � � �
CONNECTION "B1" & "B2° TABLE" � g N3�
"A2" = TO CMU SUBSTf2ATE "B1" = TO YVOOD, CONCREfE, 41ETAL STUC, � ''J' �a1O
w a
, STEEL OR ALUMINUM SUBSTRATES � ..
"62" = TO CMU SUBSTRATE ~ z O
(EXTENDED PORiION OF 1HE CLIP MAY BE TO THE INTERIOR OR Z �
EXTERIOR OF THE SUPPORTING SUBSTRATE) � �
Q �
m �
w Zm
� �
ANCHOR REQUIREMEMS TABLE 2 7/8°Z 3�8� � � 3 ;v��'
OPENING IYPE M�N. � z Wa?�'-
FASTENER IYPE MINIMUM MINIMUM W,.
(SUBSTRATE) EMBED EDGE DIST. �_ --- ---- ��Z- ��z• c�.� � �Z��N
SCREWS FOR CONNECTIONS A1, A2, 61 & B2 MIN. N0. 10 X 1/2' ��2" NOTE: SHIM IS � z =���W
MIN. 2X4 WOOD FRAME OR BUCK SELF TAP/DRILL MIN. ONLY REQUIRED -' �> �NV�i�ma
(MIN. GR. 3 & G=0.55) N0. 10 SMS OR WOOD SCREW 1 3�8� �� OFRlAULLIONPER SIDE n n � �,� PENINGSOF �N o��na
A7IN. 18 GA 33 KSI MEfAL STUD N0. 10 GR. 5 SELF TAP/DRIIL SCREW FULL 1/2" � 4 Q , 3,�
MIN. 1/8' THK A36 STEEL N0. 10 GR. 5 SELF TAP/DRILL SCREW FULL 1/2" 1 1/2� MIN. 3/4° MIN. � ��SHIM/SPACE : `� �df3��/,E/
MIN. t/8'THK 6063-TS ALUM. N0. 70 GR. 5 SELF TAP/DRIIL SCREW FULL 1/2" -____°°_ -� T ;P �„�....„,Jy �
MIN. C-90 CMU ��� 1/4" CONCRETE SCREW 1 1/4' 2" � �
� � � CLIP TO BE SHOP BEM BY•'� �•°
A�IN. 2500 PSI CONCRETE ��� 1/4' CONCREfE SCREW 1 3/4" z' V= o _
1/2' PELIA (IF FIELD BENT. TH��%'; c,� w -
SCREWS FOR CONNECTION C MIN. CLJP MUST BE THOROUGHLX '��' •'' =
CLIP SCREW a' �
3/8' 3/8' INSPECTED FOR CRACKING ',�t O �� ''<
MIN. 2X4 WOOD FR,4ME OR BUCK N0. 10 SMS OR WOOD SCREW 1 3/8' 1/2" 7 1/2" 1 1 2 REQUI EMENTS PRIOR TO INSTqLLATION) �:2� ;'z �
(MIN. GR. 3 & G=0.55) / TABLE' SUBSTR4iE PER 'ANCHOR ��•�f
MIN. 1/8" THK A36 STEEL N0. 10 GR. 5 SELF TAP/DRILL SCREW FUIL 1/2" REQUIREMENTS TABLE° '• b��`''����+`°
MIN. 1/8' THK 6063-TS ALUM. N0. 10 GR. 5 SELF TAP/DRIL� SCREW FULL i/z" CONNECTION ��C� owevwo . REV.
� TC WOOD, STEEL OR ALUMiNUM SUHS7RAiES 1865
(1,CONCREfE SCREWS SHALL 8E ELCO ULTRACONS (C.S.), ELCO CRETE-FLEX (S.S.), fiW � � SHEt7 NO.
RAMSET/RED HEAO TAPCONS (C.S. OR 5.5.) OR HILiI KWIK-CON II (C.5 OR S.S.). (CLIP MAY BE PLACED AT INTERIOR OR EXTERIOR OF THE SUPPORTING SUBSTRATE) 3 oF 5
• 1 2�� MI�.�— ow�,,.er: c.crx�er.
---- � � I---3' ----I 3.. �--t/2" vIIN. � ,,..s ...s
�- - WINDO'N FRAME � � - �°��°
� 3�8 � �1/2" MIN. ANCHORS PER -
� Z �/8 �3/16" 2 3/6�� , - e - -A- - WINDOw � o
13/16" � �1/2� MIN. APPROVAL � b
� s/s" J L �
----- - � MIN. N0. 10 X 1/2•. ��2� ��z� _
OPTION TO NOTCH OUT FACE OF SELF TAP/DRILL 1 1/2° �'�� _ .���� �
MUlL10N IF REQ'D FOR PLACEMENT SCREWS (2 PER SIDE I I � _ � �M�N. W
OF TUBE MULLION OF MULLION) �' �� EXTERIOR � _
��Z� ��Z ��Z • G I NOTE. SEALANTS SHALL BE AS
MIN. N0. 10 X 1/2" MAX. � 3/4" MIN. �, o`yii�oL� r W
SELF?A°/DRl.L � - 1/2" � II II � 0 FCR�J � PER'�'�ENi
SCREWS (2 PER 5 G r MIN. WATER TIGHT SEAL
SIDE OF � �— 7YPICAL JAMB TO MULLION DETAIL
MULLION) 3/a" Min�. � � ¢ � (FIXED WINDOW JAMBS SHOWN. JAMBS LF
OF OTHER WINDOW IYPES ARE o
_ _ CLIP SCREW PER "ANCHOR SUBSTRATE SECURED TO T'NE MULLION THE SAME.� a
REQUIREMENTS TABLE' � z
- o �
——— —— CO�NECTION ��E� REQUIREMEN�S Z � �`'c�°
MIN. N0. 10 X �/2" GRADE 5 SELf(APPLICABLE TO ALL SUBSTRATES) TABLE� � o N°�
� TAP/DRILL SCREWS (3 PER CLIP) � ZQ!
MULLION TO MULLION CONNECTiON °D° o o �—�
U
�s.zso� � g Ns�
� W oa�
0.719
5.250� wm a
( �1.000 -�--�--0.719 �-} �- �- I � z
5.250--{ °O
SEE CONNECTION SEE CONNECTION � I � �
0.437 � "pt" & "A2" FOR 4.000 '87" & "82" FOR 0-779 Z
2.375
} � THRU HOLE MIN. THRU HOLE �I�' � =
LOCATIONS & 2.375 LOCATIONS & � � o
0.725 3.375 REQUIRE�fENTS I REQUIREMEMS 2.625 2.375 a �
� -I�-0.725 �_I i II II � ""'� I II II � Z� m
J=_ll fl �„ �
.4 z.�2s ----- � Wv �p
Di MULLION �_ o.izs z.izs �— � o Wa���
(6063-T6 ALUMINUMI ' � 0.725 2000 p,�ZS z a��^•
1/2� MIN. � 3 � -°"�i
Qz MULLION CLIP USED WITH -------- } �F g�"
CONNECTION 1YPES "A1" & "A2" �MULLION CLIP USED WITH i.soo Mi�u. o.izs ,� ��o�o
0.719—}--I--- (6063-T6 ALUMINUM� CONNECTION TYPES �8�� 8C �82� J--� � � o ��Z�3a
� SEE CONNECTION (6063-T6 ALUMINUM) � �N �3� a
"D" fOR THRU I---S.ODO--I SEE CONNECTION 'C' FOR THRU S 3�
2.375 HOIE LOCATIONS & J HOLE LOCATIONS & REOUIREMENTS
� REQUIREMENTS � S E'E O RN T H R UON I ��918 0 MULLION CLIP USED WITH CONNECTION � �
z.s�s — lYPE "C"
-�-0.125 HOLE LOCATIONS & 0.357 o LL"
� � REQUIREMENTS 0.059--�-- (6063-T6 ALUMINUM� Q ia
a���o@499ygd�g`6 � Nz
� O7 MULLION CAVER d'�� Q, '`���a� �jn �
2.125 Z�'o0 0.125 IRIGID PVC) o���F�,,_� e.���F �
1 YP
� Q '•�a •eu.G.';'+."•.
sQ MULLION CLIP USED WITH l a��y �- w �°�°' 3
e� � }� 4 ���`� ORAWwG N0. REV.
CONNECTION 7YPE "D" QQ MULLION CLIP USED WITH CONNECTION iYPE "E" :3:°. o v 4;�� 1865
(6063-T6 ALUMINUM) �4 � Z ;cq�,� sE+¢'r No.
(MIN. 6063-T6 ALUMINUM) s�v? •, .' �(. a
o. �°..�c . 4 or �j
. a�feR�Mce p y 9`R�e
LOAD TP,BLE 1.0 LOAU TABL.E 2.0 LOAD TABLE 3.0 ow�.�.s. o.c«m e..
wV(IUUU 4R%IUUN <LLOWABIE PRESSUR: vaXIUUN 4A%IUUN ALLOwABIE PRESSURE uA%IUU� uuXlulJU q��p�ynu�c uo35J.°.E !.!f�XIL•US' �.AX:�UY ,.�LO'�A6lE��tiiURE 1 I xm: •� �
IAUUJON L0/10 (+/-P5� MUWON LOAD (+/-PS� YUWON LOAD (t%-PSFJ 61ULLION LOAD (+/-PS� ��^�NY»
�`�TH ���T� AlL CONNELTION$ ���TM ��TM WrtH CONNEC110N5 W1if7 CONNFCTIONS ��{ ��TM 1NTN COVNELTIONS MIITH CONNECTi0N5 ��TH ��TM WITH CONNECTONS N7TH CONNECT10N5
(IN.) (IN.) I�N�) �W) AI,Bl.C.D OR E n2 OR B2 ��N'� ��N'� Al,B7. C,0 OR E A2 OR 82 (INJ pN,) q� BI.C.D OR E A2 OR B2 �
l4a 18 29.6 ]6 21.] 21.3 144 24 18.5 78.5 72 50.7 }7.1 �
�32 2M1 24.0 �Z� SO Y5.5 25.5 78 2a.6 24.6 66 SS.S a0.7 ,
78 32.0 24 �7.9 31.9 30 79.2 79.2 60 fiO.B 44,8
�6 21.3 IB �2.5 42.5 132 24 24.0 24.0 60 54 67.6 49,8 I
�ZQ 30 25.5 54 19.5 19.5 1B 32.0 32.0 yZ 70.0 64.0
24 31.9 48 21.9 21.9 36 273 21.3
18 42.5 42 75.0 �.D 720 30 25S 25.5 38 70.0 70.0 _ ��
54 19.5 108 3fi 29.2 29.2 24 3t.9 31.9 60 67.6 49.8
4B 27.9 30 35.0 35.D 78 42.5 42.5 54 54 70.0 55.3
42 25.0 24 47.8 43.8 54 79.5 79,5 4B )0.0 62.2
106 36 29.2 18 58.4 58.4 48 21.9 21.9 42 70.0 )0.0 �
30 35.0 72 20.8 20.8 a2 25.0 25.0 60 70.0 56.^
-24 -43.8- -66� 227 227 f08 36 29.2 " 29;2 � 54 J0.0 622
18 58.4 60 24.9 24.9 30 35A 35.0
48 70.0 70.0
72 20.8 54 27.7 27.7 24 43.8 43.8 42 60 70.0 64.0
66 227 48 37.2 312 18 58.4 SB.4 SG )0.0 70.0
60 . 24.9 96 42 35.6 35.fi 72 20.8 20.8 36 60 70.0 70.0 F
54 27.7 3fi i1.5 57.5 6fi 22.7 '7,2.7 ()
48 31.2 30 49.9 49.9 60 24.9 24.9 a
96 02 75.6 24 62.3 62.3 54 27.7 27.7 � Z
36 41.5 21 70.0 7D.0 48 311 31.2 I � W�
3o as.9 72 252 25z 96 s2 35.s 35.e INSTRUCTIONS FOR TABLE USE: Z F W�o0
1. DETERMINE THE MULLION LENGTH & LOAD WIDTH o � �N o
24 fi2.} 66 27.5 27S 36 415 415 I-�.-.
USING THE APPUCABLE ELEVATION ON SHEETS 1 & 2. � o v�u�
21 �0.0 60 30.J 1D.3 30 49.9 49.9 d I
n zs.2 sa 33.fi 33.6 za 67..3 62.3 2- DEfERMINE REOUIRED WIND PRESSURE FOR THE z � ZaN
66 275 90 48 37.8 37.8 27 7�A 70.0 OPENING. o V Q �p
60 30J a2 a1.z a3.2 72 x52 ia.9 3. DETERMINE THE CONNECTION NPE TO 6E USED. � �g�
sa 77.e 16 so.a so.a 66 2�s z�2 4_ FlND THE APPLICABLE PRESSURE FOR THE � S Nwv
so as 3�.a So eo.5 so.s so :03 2s.s CONNECTION TYPE BEING USED. � w °a1O
42 43.2 25 70.0 70.0 54 3].6 331 W d
J6 50.4 72 51.0 ]1.0 90 48 37.8 37.5 TABLE NOTcS. j �
3o sa.s 6e 33.8 33.a a2 a1.2 az.7 1_ FOR ALL CONNECTION lYPES, SEE SHEEfS 3 & 4 �"' �
` zs �o.o eo a�.z ��.z 36 so.a ae.e FOR DETAIL. � �
72 31.0 54 41.3 47.3 JO 50.5 59.7 Z 4
- �s 338 84 ye 46.5 as.s zs �o.o �o.o Z• �N ORDER TO SIMPLIFY TABLES, TABLE PRESSURES
ARE L1MfTE0 TO 70 PSF USE OF THESE MULUONS � �
50 3�.2 az 5�.z s3.z 7z 3i.o Z6-� FOR PRESSURES HIGHER THAN 70 PSF SHALL BE � o
^ 54 41.3 36 62.0 62.0 66 33.8 29.1 Q �
aa aa a6S . 37 �o.o �o.o so 3�.z 7x.a REVIEWED UNDER SEPARATE APPROVAL.
az s3.2 n 38.7 �a.� sa at3 �s.s 3. THESE LOAD TABLES ARE CERTiF1ED AS CORRECT IN � Z� m
sz.o 66 az2 azz ea as 46.5 ao.o CONTENT. HOWEVER, CHOOSING OF THE CORRECT
ai 70.o s . . CONNECTION FROM THESE TABLES FOR RS W wQ
�z �e.� �a sa si.e si.s as szo 53J SPECIFIC USE IS THE RESPONSIBILfTY OF THOS U .+
66 az2 ae � sai sai �o �o.o sa.o THE TABLES AND SHOULD BE VERIFIED BY THE o �v¢��
so 46.5 az 66.4 66.4 v �o.o �o.o BUILDING OFFlCIAL OR A FLORIDA CERi1FlED ENGINEER. o w¢
�a sa ste 39 �o.o �o.o �z 3a.7 2s.� z a g�
q8 SB.1 72 49.2 44.9 66 422 31J 3 � W�
42 66.4 66 53.7 48,5 60 S65 34S � �Z?o iD
39 70.0 72 60 59.1 53.3 54 51.6 J8.3 } W¢'-n N
72 49.2 54 65.6 59.3 78 48 58.1 41.1 �j w U�o m a
fi6 53.7 48 )0.0 66.) 42 fi6.4 49.2 �NZ��°
72 fi0 59.1 45 70.0 70.0 36 ?0.0 57.4 � N 3U
54 65.6 72 63.9 48.5 30 70.0 689 N n
4B 70.0 66 69.7 52.9 29 70.0 70.0 $3 Y
66 66 70.0 66 60 70.0 5&2 72 422 31.7
54 70.0 64.6 66 4fi1 339 Eb�6fCB9@3p�A� �.i
49 70.0 J0.0 60 50.7 3�J `oaa P �{a�Z ayr P d
�2 70.0 51.3 72 54 56� 415 ,,>�Fi•a.. _ �'✓/��i�, Z o n
60 66 70.0 58.2 48 633 46.7 q<(` ,• �' , �_� o N �
60 70.0 64.0 42 70.0 53.3 o Q":� 'n �
y.Y';��. a �°
54 70.0 70.0 76 70.0 622 �L °'" � O O:i�,`.. � Ni
J2 70.0 59.3 32 )0.0 70A .a U, '_ � � � O�Z-, � �W
54 66 70.0 64.6 72 46.1 ]3.9 � :w r �' rJ� V Zd
60 70.0 70.0 66 50.7 ]lA d�j:� p fA'����
� 72 70.0 66.7 60 55.3 40.7 a,2 a� ?' e G� �. y
se �o.o �o.0 66 sa si.a ass °>�,`'�y'• .o..o.. '`k�i'`9` �
45 J2 70.D 70.0 48 59.1 509 t (S' � � � 3
az �o.0 58.2 .` b'M �Pt'`0ae ow,wwc N0. REV.
�s �o.0 67.9 POjfe�+�esat�� 1865
aa �o.o �o.0 5"�T"o.
5 �F 5