HomeMy WebLinkAbout15-16146 CITY OF ZEPHYRHILLS
, 5335-8TH STREET
� (si3)�so-oozo 161 6
BUILDING PERMIT
PERMIT INFORMATION LOCATION INFORMATION �
Permit Number: 16146 Address: 37834 WAVERLY AVE
Permit Type: ADDITION/ALTERATION , ZEPHYRHILLS, FL.
Class of Work: 434-ADD/ALT RESIDENTIAL Township: Range: Book: ,
, Proposed Use: NOT APPLICABLE Lot(s): Block: Section:
Square Feet: Subdivision: CITY OF ZEPHYRHILLS
Est. Value: Parcei Number: 15-26-21-0020-00200-0140
Improv. Cost: 895.00 OWNER INFORMATION
� Date Issued: 4/08/2015 Name: SCHMIDT, RUSSELL & DONALEE
Total Fees: 90.00 Address: 37834 WAVERLY AVE
' Amount Paid: 90.00 ZEPHYRHILLS, FL. 33542
Date Paid: 4/08/2015 Phone: (813)997-4632
Work Desc: REPLACE GARAGE DOOR 9 ' X 7 '
CONTRACTOR S APPLICATION FEES
BANKO OVERHEAD DOOR I C BUILDING FEE 60.00 CONTRACTOR CERTIFICATE 30.00
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Ins 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 comply with Florida Statute 553.80 (2)(c) when extra inspection
trips are necessary due to any one of the following reasons: a)wrong address b) conslemned work resulting
from faulty construction c) repairs or corrections not made when inspections called d)work not ready for
inspection when called e) permit not posted on job site� plans not at job site g)work not accessible.
NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that
may be found in the public records of this county, and there may be additional permits required from other governmental
entities such as water management, state agencies or federal agencies.
"Warning to owner: Your failure to record a notice of commencement may result in your paying twice for
improvements to your property. If you intend to obtain financing,consult with your lender or an attorney
before recording your notice of commencement."
Complete Plans,Specifications Must Accompany Application.All work shall be performed in accordance with
City Codes and Ordinances. NO OCCUPANCY BEFO C.O.
CO RA IGNATURE PERMIT OFFI R
� PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED
PROTECT CARD FROM WEATHER
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Cl�Of ZC��lyI'�11111S
BUILDING PLAN REVIEW COMMENTS
Contractor/Homeowner: /��
Date Received: � 2—��
Site: �' �C�.��/(, S�
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Perrnit Type: � 9�C' �P 1�C���
Approved w/no comments: Approved w/the below comments: ❑ Denied w/the below comments: ❑
� This comment sheet shall be ept with the permit and/or plans.
�
�� � 5
Kalvin 'i r lan xaminer Date Contractor and/or Homeowner
(Required when comxnents are present)
� � �'"'�- � � Building Department �
I.
Date I�eceived �
`� � ;�
•r��•1 . _(� Phoite Gontact for Petittitting �� 7� .-- Z
�wner's Name �G�'1�Z/G�'T"� ✓`S ��l f Owner Phone Num6er D t��F��'��..�2
r -t . . � ; ._ .
owner`s Address "3 a',� i t�!��r^'��• ��"t�`�� � ' �uuner Phottie Nam'bef�� �—.-:.�
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fee Stmpls Titfeholder Name �• ' ` Owner Phoqe Rlutriher�— �
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Fee SitripteTtleholder Add�Pf.ss'' i � � - •
JOB ApDRESS �`��� . • .
� �l.t'Vd'� �'l��. � L:OT-� �� �
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sUBDIVis1oN. ' • y1 G,w � ' • PARCE�.tD# I� -��'�f'"�Q'�`�'`'��'��Y� .
' ' - - ' . � {OSTAlMED EAOM PROPERTY TAX NOTlG� • '
WOEtK Pt20POSED ' , ' NEW CONST'F2 ADDtALi' Q BtGN Q Mt7VE � ClEMOLlS!-� . .
" e 1 INSTALL �~REPAIR � .
PROPOSED US� • [� { SFR , ' �- COMM Q OTh1ER • .
TYPE OF COlVSTRUCTlON Q � BLOGK � Q FRAME ' [� � STEEL. Q OTHER
DESCRIPTION OF W(JRK. ' � � �D .� �� � ,�o o� � ' f`"'X 7 �L� �.���1• � � .
su��c��n��s� - � t sct Foosa�� .L._,.�:_��...� � t�E����r ��
,
' [� BUILDING $�.. 9,,�" ilAWAI'ION t�F TQ�i'AL CCIIdSTRUCTIOP! �
� ; _ '��T� . • ' , , .
Q 'ELECTRICAL $ - + _ ' �, AMP SERVICE [� PRQGFtESS�ENERGY [� W.R.E.C.
�] PLlJ1VIB1NC7 $ 1 ' ` • �j . �
�k � } . �� ��z' .
Q MECHA�IICAI.. $ � � ` � ' VqLUAT101V;OF MECHANiCAI..iNSi"�lt_LATtOtV ���
� Q_
' c .
Q � GAS r., , [� �� ROO�iiVG- ,Q . SPECIAL3Y Q `03NEF2- , � - j��1Y�\� .
FINISHED FLOOR ELEVAT ONS i ' _ FLOOD ZONE AREA , Q'YES` ' �ONO '`�
� • ,. . .
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� S G'NATURE � C �•�. � ��r'"" COMPANY G�LL�w{40 Bs^ /`5 •
R��ts�� Y i N �� '�cuR�r .Y=i N
Addtess v`'��� ��� �' .�`: i�' .�r,�/� . ' � . License# � r�`�•�
--_--___ --• - - - ------ �- _- --j -- - - - � � • .
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E�ECTRICIAN. [ � � ' `�`COMP�AfiIY - - -- -- - - --
S1�NATt7RE (' it���si�Ea ' Y! N _ : 'FEE ctlRt�tr - Y/N� .
�Address. - � � ' � � x • License# �� - I
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PLUMBEit `' . � ' �c , CdMP.�INY � ` -
SIC'aNATURE• ' I t�E�lsTERED Y! (�! �E CURR�NT ' �Y/N
Address I. . ' _. ' ,, LICe17S8# � �
MECFiANIGAL , � , , . ' COMPANY �� . .,, _
� SIGNATURE � - � �REGIS7'�q Y 1 I�1 , F'EE CURFiENf ' Y I N .. � . .
Address � . • . • ' , , .LiGense# ��—� �
.i .. . . . . .
._.. OTHEl�" . ..._�__.. .. ` • ' • �,
SIGNA'TURE t ��;� __ _..�_..___ _.�.__ . ���s��o ' Y/ N FEE CtJRRENT • -----
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Adciress � ' � License#k •�� . 1
RESIDENTIAL Attac�(2)Pla Plans;(2)sets of Building Plans;(1)set of�nergy Fortns;R-0=W Permit for new construcUon,
. . ,.Minimum,ten. „o)working,days after submittat date, Required nnsite,Construciion Pians,Stormwafer Plans w/Silt Fenoe installad,
:r� -� Sanifary,Facili es 8�1.dumpsteY;StEe Wortt F'eri�i4t for sra6clivist+ons/tacge projeots .�
COAI!lNERCiA� ,Attac�i,(3j.co glete seLs of Building Plans plus a.'Life Safety Page;(1)set of Energy Forms.Fi-O-W Aermft far new construeflon.
�Minir�um fen �10)working day's after sdbmittai date. Requtred onsi#e,Gonstruc6on Plans,Sforinwate�P#ans w!Sil:Fence inst"alled,
Sani�ary Facil'�es�1 dumpsfer.S�te Work Pernzit for ali new projects:A!!c.�mmerciat req�irements m�tst meet cotnpllance
' SIGN PERMlT Attar�h(2)set�of Engineered Plans. ,
"*"*P�tOPER'i'Y SUFtVEY rEquired fqr all NEW�.consWcbon. • � -
I �
Llirectians: . ! • . � � . . � -
, Fill out applica8on complekely. � �- ' • " -
i � OWner 8�Cantractor�ign b�ckta.f appiicaUon,nofarized � - � . F � - -
if ove[$2504,a Noti�Ce af Gofnmestaement is required. {A/G upgrades over$5000) �
`" Agent(far the contraetnr)ta�P i wer o�Attac�ey{for the ovmer}woutd be someone with notarized lekter from oumer authodzing same -
.. . , .
� DVER l'tiE GOUN'1'ER PERMI'�! G (Fror�t of Applic�8ort O�ly) •
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Reroofs Sewers Service Upgr�des AlC Fences(PIotlSunreylFootage) - .
Drivaways-Nat over'Gouiiter E on pubuc ioaiiways.:neeiis Rov1i , � ' 'J- � , � •
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NOTICE OF DEED RES ICTI�INS: The undersigned understands that fhis permit may 6e subject to"deedn reSICICtIOC�Sn
which may 6e mar'e restr ctive fi�an Cou'nfyr reguiations: The under'sRgi�ed assumes responsibility for compliance vir�tH any
applicabie deed restricfto�s. ! . . . : : - . � .
UN�iCENSED C+C�NTRACTC?RS AND G4NTRACTOR RESPt7NSiBlLI'�IES: !f the awner has hired a conttacfor or
cc►ntractors to undertake�work, they may be required to be licensed in accordance with stafe and local regutafions. If Ehe �
contractor is not license� as required by taw, bofh the awner and contracfor may be cited for a misdemeanor viatatian
under stafe iaw. If the qwner o.'t'intencied confrae#or are uncertain as #a what Eicensing reguiternents may apply for the
intended work,fhey are dvised�to contact the Pasco County Building lnspectlon Dtvision--Licer�sing Sect�on at 727-847-
8049. Furkhermore, if �e awner has hired a contractof or conttactors, he is advised to have the cantra�etar(s) sign
portians of the °contract�r Block" of this application for which they will be responsible. If you, as the owner sign as fhe
contractor; that,may be�an indication that he is riot property licensed,and is not entifted ta permitfing priviteges in Pasco
Coun � � '
TRAN PGRTAT'iON IM� AC77U"FIL'ITtES#MPACT AND RESCIURCE RECt�VERY FEES: The undersPgned understands
that TransporEation Imp ct�Fees and Recour�e Recovery Fees may apply to#he Cctttstttiction of neVV buildings,change af
use in existing bulldings or expansion of existing butldings, as specifietl in Pasco Caunty Ordinance number 89-07 and �
90-07. as amended. T e undersigned also understands, that such fees, as may be.due, wili be identified at the time of
pem�ritting. It is further nderstaod fhat Transportafion tmpact �ees and Resvurce Recovery Fees must be paid prior ta
receiving a °certificate o occupancy° or finat pawer reiease. Tfi fhe project does not invalve a cerEifiicate of occupancy or
finai power retease, the�fees must be paid priar ta perm�t issuance. �u�fhermore, if Pasc� County WaterlSewer tmpact
fees are due,fh�y must be paid prior to per�nit.issuanGe in accordance with applicable Pasco,Counly otdinances: �
G4NSTRUCTION LlEN!AW(Chapter 7�13,Florida Statut�s,as amendedp� If valuation of wark is$2,500.OQ or more, I
certify #hat 1, the appti ant, have been provided with�a copy of the "Florida Cons#ruation Lien Law—Homeowner's
Rrotection Guide" prep red by;the Florida Depar[ment of Agricutfure and_Consumer Affairs. tfi the applicant is someone �
otHer than the°owner°� �certify�that�I�have obfained a copy of the above described document and pramise in gvad�faith to
deiiver it fa the"awnerA rior ta cammencement. � - - � -
CONTRACTOR'S!G►WP�ER'S AF�'IDAVIT: i certifjr that aii the infomnation in this application is accurate and #hat a!I work
wil! be dane in camplia�nce with al! applicable laws regulating construckion, zoning and land develapment. Application is
hereby made to obtair� a p�r�it to do work and installa#ion as indicated. i certify that no wark or installation has
commenced prior to issuance(af a permit and fhat alt work wiii be pertormed Eo meet s#andards af ait iaws regutafing
construcfion, County af d City,cades, zoning reguiaEians, and tand devetopment regulations 'sn fhe jurisdicfion, 1 at"sa
certify that I tinderstan�tFtat#tie regul�#ians of other gavemment agenc[es may appiy to the intended wotk, and that it is
my respansibifify ta idet�#ify what actians i must take to be:it�.compliance. Such agencies include but are no#(imited to:
- Departmen af Environmentai ProtecEion-Cypress Baylieads, Wetland Areas and Environm�ntally Sensitive �
Lands,Wa�erlWastewater Treatment� ,
- Southwest��Florida 1Nater; Management District Weils, `Cypress Bayheads, Weftand Areas, Alfering
Watercaurses. ' - ' -
� - • Army Corp`s of.Engineers}Seawalls,Dacks..Navigabfe�lVaterways.
- Departmer�t of Healtti��8�:�Rehatailitative Servia�slEriuiranrriental 1=lealtli Unit Wells,"Wastewater Treatment,
Septic Tan�CS. " X ; -
' - US Environ�mental�Protection Agency-Asbestos abatement.
Federal A�iation Aufharity-Runways. � - , _
t undersfand fha#the foilowing�restrictions apply to fhe use,of fiit: �� `
' - Use of fli1 i�not ailoweci in�Flood Zane°V"untess exptessiy permitted: "
- tf fhe f�t! ma#erial is to be used in F(ood �one °A", it is understood that a drainage plan addressing a
".compens�ating vq�ume° wi!! be submitted at time af permitting whfch is prepared by a professioria!`engineet
Ilcensed b ip fhe St' #e of Florida. - ` � '
; - . If the fill 'aterial�s ta be used in Fiood Zone "A° in connec�ion with a permitted 6Uitding using.,sfem wali
I consfructi�in, I cerrfify fhat filt wiit be used aniy�o fiti'fhe atea within the sEem wail.
' - if fill mat riai is fa be used in any aTea, 1 certify fhat use af such fii4 virilt not adversely affect.ad�acent
' prope�ties� tf.use of,fill is found to adversety aifect adjacent properties, the owner may be cited for violating
#he condit!'ons�of�the building permit issued under the aftachei! permit application, for lots less than one ('))
�cre whicl�are elevated by fill, an engineered drainage-plan is required.
If 1 am fhe AGEMT FC�R THE�OWNER, 1 promise in goad faifii fo inform fhe awner of the permi#ting canditians set forth€n
this affidavit priar to commencmg consfruction ( understand #haE a separate permit may be reqtiired fc�r elecfricai wor3c,
piumbing, signs, weil�, pools; alr concii#ioning, gas, or ather'installations not specificaNy incfuded in the applEcatioti. A
perm�t issaed shail be�canstrued to be a license to proaesd wEth the work and not as authority to_violate, cancel, alter, or
s�t aside any pro�tsio�ts o#the technica!c�des, nor shal) issuance af a permit prevent the Buiidfng Official from thereafEer
requir:.tng:a;carrection:o.f..ercc�rs_.1n.:plans,-.construction.or 'violations of any codes. Every permif issued shall-became-i��a[id- -- `
unless the work authc�rized by suah permig is commenaed within six months of permit issuance, or if work acithorized by
the permiE is suspended or abandoned for a periad of six(6}months after ffie time#he work is cammenced. An e�ctension
may be°requested, in�writing� from fhe Buitding Ufficiai for,a-per�ad not�to exceed nlneEy{9Q) days and wil! demanstrate
]usti#iabEe cause#or thie exte�slon. l#work ceases fgr ninety. �90)consecutive days,th�job-is cansider.ed abandoned. ,
- 1!ll�eE��dlM�G-TO-UWN�R:_YOUR_FJ�ILURE�TO RECORD A N07iCE O� COMMENCEMEt�T NiAlf RESULT IM YOUR
- 'PAYING�TWICE_FOI�:.IMP_.ROVEMENTS`TOYOIIR�PRtJPERTY.- iF-Y1�Ci ii�iTEt�i:i�;'�€i f3B�"Ail�i=FINj4,PEC1�'�:�;;CC!l�s�l�.T —�-
WtTH�YOUR LENDER C1R.AN,ATTt)RNEY"BEFC�R � ECO D1NG Yt)tlR�NQTlCE�OFjCQMMENGEIIttENT. `
F!C}FtIQA JtJRAT(F.S.11�,43) �� ._ � � ' J -,
� . . �s��a
� OWNER.OFtAGENT 'CONTRACTOR �. .
Su sc�ibed�swc�m in r aifi e#ore me thts �c�s'��'4�.,Sub cribed a[1sf swom�to ed ' fore me this
--„�--�y ` °.2�-r'S by " `' .e��/�`v�u�%'�e�;+�iCro
Who is/are o liy knoYVrt to me�r has/fiave prodoced Who isiare persa own tne or haslh�ve produced
; � �a������Qn. as identificatlon:
�. # � , -
r" '���-� � Nota Public �'�� . • '�--�''� Notary Public
ry
' Co g� U�LtN CsES Com is Y , '
`�ti:•'���� ���411��a$�On .�i,A� � l.I C. J
� ": '*' ires Decem6 r 12�2018 :. '?�; Cor��rnissfcrt#�f�35Q422
Name of d d�6F ' Z018 �
Name - ��e�Pa�t� �
q���„�� �.f�����`' 9�6dfhv7rov+�[vti�ncutah0e900�385�f019
5329 W. CRENSHAW ST. � TAMPA, FL 33634 - 11tC`�t��I`�
877-90-BANKO (22656) � BankoDoors.00111 � C� `
Tampa Bay Area:873-86Z-9900� ManateelSarasota:941-756-7424 �PinellaslPasw:727-530-4401
DATE '3'3d��� INSTALL DATE/TIME � ( `� J�Ax TICKET NO. �L�gv�'
OVERNEAD D .RS, C.
GARAGE DOORS i OPE cRS We cannot predict the tifespan of a rehooked opener�
Name __�35��1 G�[�'� _ __ � Door and o ener are se arate items
Address " _ � � ' I will be available for a coun ins ector to ins ect work,
, We do not caulk or aint:'
City�E�r't'Y��_State_ ZiP 3�y � We cannot redict/are not res onsib{e for stucco�
Subdivision Lot/BLK � Pa ment in full due at time of the install�
-��"�r���3 Z, � Gara e must be dear io'back on instal!da I
Phone _ . — S ecial order doors take a roximatel z weeks to arrive:
Email __��. �V�E �� �� � . C.�-m._ i I hereby authorize Banko to publish the photographs of my�
� garage door or me for use in printed pubiications and website.
Sales Consultant .. .`�. �3 �--�' 3S
I Other. _
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. 1 5 i ocx3 ,-•.,. - r�� y X 7 ��� �� 6 rjo s P o.--
' t YD4,5— �/z�� ��=d�—��.,�.-�� �,��,� ����s I k�„�c� ��ts .—
I ���— - � — - - � c� - - -,-u;.�-� U-�—
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V'�s� �'Zou �.�:�,.,s,� D wz- �:�5 . ._
f
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: . . . . . �qs, -
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Homeowner Signature X_ � ' _ _
����t ;;�_ Framing: : Existing Door `�MeAel ❑ None„�;1-piece
faf,f lace `:?
!n Pine!!as eP : �� �Wood —
County,bucks ���� ^O: , �Ceu� � Does current tnm protrude over 1/4"� �No ,_Yes
must be hi h °� ,;�.. ;:- ; �Block :
g ." ��, ..�. � How Far?
enough to ����t repldca none �'§'�" °. �� Stem —
allow install o( i� �.,� `� ���:; �,`C��•• �� �Wall Recess — �Okay _. Needs to be Cut
bearin plate , '�'=� '� � ❑Other ; 10'Back Workroom ,_,Yes �No �Told to Ciear
9 AddAnchors. E NO •i.�^=' •
� flange/ag.If ��� ���'buck hei ht ' �Yes �No
bucks are Requirements for Instailer. �-t� •� g Existing Opener
short,add �� W4-5,min.i5"intervals �norie ' Existing Opener Works7 �Yes �No _Recommend New
extensions to W6,min iz"intervals __ � � Reconnect? �No _ Yes
estimate. W�,B-see speciai instructions :- '� '
� i Brand of ExisUng Opener �l S Apx.Age
(4"min clearance on each side ot opening) '
� �c Prewire? �Yes _No
Vinyl Instructions hr.c►c���� . Power Onsite� �Yes _No
WS Color_ .. � ���_ ._ - I Ceiling Outlet� �Yes _No
Hardware _Keyhandle �'Inside Locks �Barrel Vault Release
I (PE MITTING INFO ONl1�
I
Who Is Puliing Permit7 !]Customer �Banko �N1A L Unknown j Who To Cali Instali Date
Opening Sizes 1 ��__ 2 i Phone + � � - 4�3�AI[ Contact#_
3 � -- 4 i Email —E�N.��L � r_..7tM
Are Openings Square� �J Yes �� _No (Measure Both Sides of Openings) ! Door Approval#
Floor to Ceiling Height _ �� 15'rad.(8'5"&higher) �
_D T (7'8'-7'11"1 �i2"rad(8'-8'4") ❑D.T Rear(T5"-7'7') ���� � �d�
Year Bwit �Ex�sting Structure J New Structure i
� �' i
Special Instructions: �
:� �j � � ' , ► �
• REV 51�3
Florida Building Code Online Page 1 of 3
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Florida Department� BCIS Home Log In User Registration Hot Topics �Submlt Surcharge Stats&Facts ; Publications � FBC Staff BQS Site Map � Links f Search �
Busines (,
Professi �n�al 4�� '�►P E°auc t�Approval ,
, Regulation
Product Aoproval Menu>Product or Aoolication Search>Auolication List>Application Detail
a e+ a
FL# FL13521-R2
Appiication Type Revision
Code Version 2010
Application Status Approved
Comments
Archived `—
- RE1,�l��
���� � � �
Product Manufacturer Amarr Garage Doors C�7'Y U�`�. ` ,�
' Address/Phone/Email 165 Car�iage Court (���� �HYR�ILL
winston-Saiem, rvC 27io5 �S EXA{I�I`VER�/7
(336) 251-1309 L�
danny.joyner@amarr.com `--•.
Authorized Signature Brandon Gentle '
brandon.gentle@amarr.com
�U?i,D��,r�S� t r r�
Technical Representative Brandon Gentle � �...,� �(}��L�r�I�
Address/Phone/Email 165 Carriage Court ��`�°LI�'�'�L�BIJILDiNG
Winston-Salem, NC 27105 E�"��"`�'��-�ALU1►����;��
� ) r+"';G��R4TJv n r �O��;S.
336 251-1308 _
brandon.gentle@amarr.com
Quality Assurance Representative Danny Joyner
Address/Phone/Email Amarr Garage Doors
' 165 Carriage Court
Winston-Salem, NC 27105
djoyner@amarr.com
Category Exterior poors
Subcategory Sectional Exterior poor Assemblies
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
'� Evaluation Report- Hardcopy Received
Florida Engineer or Architect Name who Thomas L. Shelmerdine
developed the Evaluation Report
Florida License PE-0048579
Quality Assurance Entity Intertek Testing Services NA Inc. - ETL/Warnock Hersey
Quality Assurance Contract Expiration Date O1/OS/2015
Validated By Steven M. Urich, PE
�`� Validation Checklist- Hardcopy Received
Certificate of Independence FL13521 R2 COI Statement of Independence revised.pdf
Referenced Standard and Year(of Standard) Standard Year
http://www.floridabuilding.org/pr/pr app_dtl.aspx?param�vGEVXQwtDquynOPErOHeedQlXYk15Di4T... 7/24/2013
Florida Building Code Online Page 2 of 3
t •
' ASTM E1996 2009
ASTM E330 2002
DASMA 108 2005
DASMA 115 2005
Equivalence of Product Standards
Certified By
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 02/13/2013
Date Validated 02/18/2013
Date Pending FBC Approval 02/22/2013
Date Approved 04/09/2013
ISummary of Products
i
FL# Model,Number or Name Description
13521.1 Stratford, Heritage and Oak Dwg. IRC-6016-155-26-I,Thru 16' wide.
Summit Models 600, 650 and 950
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL13521 R2 II IRC-6016-155-26-I Drawina 7-10
Approved for use outside HVHZ:Yes FL.odf
Impact Resistant:Yes FL13521 R2 II Retail Product Cross Reference
Design Pressure: +37.0/-41.0 Chact.�df
Other: Verified By: Thomas L. Shelmerdine FL PE# 0048579
Created by Independent Third Party:Yes
Evaluation Reports
FL13521 R2 AE IRC-6016-155-26-I Evaluation Reoort
7-10 sealed.odf
' Created by Independent Third Party: Yes
13521.2 Stratford, Heritage and Oak Dwg. IRC-6009-150-15-I,Thru 9'wide.
Summit Models 600, 650 and 950
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL13521 R2 II IRC-6009-150-15-I Drawin4 7-10
Approved for use outside HVHZ:Yes FL.odf
Impact Resistant:Yes FL13521 R2 II Retail Product Cross Reference
Design Pressure: +35.6/-42.1 Chart.pdf
� Other: Verified By: Thomas L. Shelmerdine FL PE# 0048579
Created by Independent Third Party:Yes
Evaluation Reports
FL13521 R2 AE IRC-6009-150-15-I Evaluation Reoort
7-10 sealed.adf
Created by Independent Third Party: Yes
13521.3 Stratford, Heritage and Oak Dwg. IRC-6009-169-15-I,Thru 9'wide.
Summit Models 600, 650 and 950 '
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL13521 R2 II IRC-6009-169-15-I Drawinq 7-10
Approved for use outside HVHZ:Yes FL.odf
Impact Resistant:Yes FL13521 R2 II Retail Product Cross Reference
Design Pressure: +45.3/-51.2 Chart. df
Other: Verified By: Thomas L. Shelmerdine FL PE#0048579
Created by Independent Third Party: Yes
Evaluation Reports
FL13521 R2 AE IRC-6009-169-15-I Evaluation Re�ort
7-10 sealed.adf
Created by Independent Third Party:Yes
� 13521.4 Stratford, Heritage and Oak Dwg. IRC-6016-140-24-G,Thru 16'wide.
Summit Models 600, 650 and 950
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param�vGEVXQwtDquynOPErOHeedQlXYk15Di4T... 7/24/2013
Florida Building Code Online Page 3 of 3
� � ILimits of Use ` Installation Instructions
Approved for use in HVHZ: No FL13521 R2 II IRC-6016-140-24-G Drawinq 7-10
Approved for use outside HVH2: Yes FL.odf
Impact Resistant: Yes FL13521 R2 II Retail Product Cross Reference
Design Pressure: +29.7/-33.8 Chart.pdf
Other: Verified By: Thomas L. Shelmerdine FL PE# 0048579
Created by Independent Third Party: Yes
Evaluation Reports
FL13521 R2 AE IRC-6016-140-24-G Evaluation Report
7-10 sealed.odf
Created by Independent Third Party: Yes
13521.5 Stratford, Heritage and Oak Dwg. IRC-6016-130-15-I,Thru 16' wide.
Summit Models 600, 650 and 950
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL13521 R2 II IRC-6016-130-15-I Drawinq 7-10
Approved for use outside HVHZ:Yes FL.adf
Impact Resistant: Yes FL135Z1 R2 II Retail Product Cross Reference
Design Pressure: +25.6/-29.1 Chart.pdf
Other: Verified By: Thomas L. Shelmerdine FL PE #0048579
Created by Independent Third Party:Yes
Evaluation Reports
FL13521 R2 AE IRC-6016-130-15-I Evaluation Reaort
7-10 sealed.pdf
Created by Independent Third Party:Yes
, 13521.6 Stratford, Heritage and Oak Dwg. IRC-6009-130-15-I
Summit Models 600, 650 and 950
Limits of Us Installation Instructions
A for uSe in HVHZ; No FL13521 R2 II IRC-6009-130-15-I Drawina 7-10
Approved for use outside HVHZ:Yes FL.pdf
Impact Resistant: Yes FL13521 R2 II Retail Product Cross Reference
Design Pressure: +26.7/-31.6 Chart.pdf
Other: Verified By: Thomas L Shelmerdine FL PE#0048579
Created by Independent Third Party: Yes
Evaluation Reports
, FL13521 R2 AE IRC-6009-130-15-I Evaluation Reoort
7-10 sealed.odf
Created by Independent Third Party: Yes
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To determine if you are a licensee under Chapter 455,F.S.,please click here.
Product Approval Accepts:
� � cChecY. �
securit �i�-rn�cr
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,
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquynOPErOHeedQlXYk15Di4T... 7/24/2013
19GA CENTER HINGE AiTAC1�D �3 W��MMERCIAI
13 GA GALV.L@'PIERC1nL o V/C4>I/�•x 3/4' 2� (4)PI/�zR3/4�HE%HEA➢SCREYS
TOP ROILER HRALKET NE%MEND SCREVS pOJUSTAHLE SLIDE BRNCKET AT7ACf�➢
qTTALNED V/(4>1/I•• V/(PJ S/16'x 7/9'H0.T ANO NUTS
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V/(2)1/4'x 3/�' O ?Z .p cKIN[N600 LM65U)
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CENTER STIIE
OJUSTAHLE R�LER LARPIER
p TACHEO V/(2I 9/16•r
3/4•H�LT 6 M17 PER v'�w.e�n�svn
HRRCKET
TYPICAL TOP FIXTURES SEE PAGE 2 FOR oPiI�.'AL
.N.ES 1 GLA7.E�SECTIONS STRUT SPIILE iRAq(S AT iHIS LOCA710N
SEE(T�HLE 2)�H PqGE 3 FBt �0 STILE LAYOUT �, BOLTS&NUlS,SEC RESTO JAMB
TYPICAL CENTER HINGE o
REC�IMENDE➢SECTtlA1 C6�ffIGURATION � N.i.i
A LAG BOLTS/�6'OIA.X 1-5/B'
1 =
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BOTTON BRALKET
- E•eo�a.Srpui 13 Gh TNILK pTTACHED (1)5/18'Dlh x 7-5/8'
A77PCHED V/ V/(37 1/1•X 3/4• LAG BOLT ATTAGiED TG JAMB
<2)t/4'%3/4' 1�%HEn➢SCREVS AT EA.JAMB BRACKET
HOf HERD SCREYS '
T AT END A1ID CENTER
�) S71LE5 o e � F)1➢�NGE
3 •o• (TNROUGfD 12 GA.GALV.S7EEL
� JAMB BRACKETS
ATfACHED W/(1)1/4'-20
D Y 10 HpLL STEEL M 10 HALL TRACK SPUCE BOLT dc NUi
71w0UGH OR(2)RIVETS
6xBnu�aNf2 %7 H NYLON R�LLER V/Y STFJ1
NOT S1WN C /-�
ro��welTr 4 TYPICAL B�TT�M BRACKET/ � � B ,
KT S -r 3'z 20 Gh STRUTS
� Q)PER SEGTION
6 STILE STIfFENERS 4)
B LOCATED IN HINGE I�LE(S)
��— —�—' A ON TOP SECTION @ILY
A
XO.ES FOR STRUT 2•ft 20 GA STRIf�
SEE TpHLE 1@l PAGE 3 � A ATTAOUIENT lIf STNUT /(])pN BOTTOM SECTINI SEE (TABLE 3)ON PAGE 3
FOR s7ILE PLA[EnGIfS EE RASLE U Pn6E 3 IS RFANRED7 FOR JAMB HRACKET SPACING
f�t STRUf SPacING y ;y�•... , 017oN eRACKET
9'-0'W1% Kiy f�.�; ATTACHED
t.,,�t�• w (a)tp'.a/4' 'fRACK CONFIGURAiION FOR 6'6'UP 70 14'TALL DOORS
INSIDE ELEVATION VENTS PHOVIOE 70 sq im `��; x�x H�o swE'"S N.T.s.
µTS l62 q.InFOR�710NAL iV-
VEqn OF UNOHSTRUCTE➢
AIR FLOV EALlL p O CO T.S}EEL PETAINFp
WJ�CON.BTN SFAL
o � RY UESU�PIION fF IRN9W6 UAR BY
14 GA END HINGE ATTACHED ^
V/�c)LI•x 3/�• TYPICAL STILE STIFFENER / C � A UPUAIEDTOFBC2010 1�Pp 3 AlA
HE%t�an Scrs[VS ,� C T1O_F�N A-A (SIDE VIEW) B �oCED fL1�7c NOIE 1 2 16R
N.LS
3'20GA S70.Uf5 N.T.S c�
L4'FIE 3SCfiEVS 10 END T LE Vp%R(2)1/4'TACXED TVO f2J FOVS 0�TNREE f3) ' 9A x 1'4E `.y `�\\e�,,11�wE�/����!!��' i
� IIffXX NEAD SCREVS PER CARRIER VEHfS EOW+LS 14 Sd INLHES INTERIOR OF GN2AGE DESIGN LOAD �� !� P.j° �7 e•
oF v�xrau�mrr. +26.7 PSF W� be�p'����.�r'�fiISF•, i e
lu�.�w� MA%.WIDTH 9'0' �. �,•
i/T -31.8 PSF �� ��� NO 00 fl ':� �
'�"�=Y�^ 2•ID BALL STEEL 6i 10 HALL �� � "' °
o NYLON ROLLER V/S'STEH oJT- 7E$7 IAADS ad ^*+ 1� *�
TYPICAL END HINGE L A R G E M I S S I L E I DESIGN LOADS +40.7 PSF ,��„�; (�/ •�u•�¢ �
N.LS 3 I M P A C T R E S I S TA N T +,ZO.Z�5�� S�N� -4�'4 PSF �� ��, . �c�;� Q` �w�
-142.2 LBS/FT LARGE �'�? '� +.'•� Q:•'�'
(t)s/fs'Dlw:t-s/e' 2 X s srp oq srF OPTIDNAL VENT DE7AI 6 RAPpC Ea +4��(���••,��,,•�,r?oa�ty
LAG BOL7.ATfAqlm 70 JANB (N0.2 OR BE71IIi) �ewunqrs uro Horzs b
A7 EA�ntea BRncKEr r+.r.s 1.ALL biE IMU iRdl iNC OOON IS TRANSiEPPm TO lNE Yfli11GL 1MOC RESIS7ANT ��F� 'B'�8�¢p0�0 S➢Eti�Ze� �N
OPTIONAL STOP i�llE NOTMFIEONmV�JWB�ON 1¢ILQ1 11ECFJV6 NO POHib�N Of 1NE IOM
20 W CENTER STILE �DING\ �m�,,yyBS IsatY�s WwYVY tt9GN loMS M� /'I'i'�s"
♦I�ax.�es/rr s -i�as ies/R l.fi/1
,�'v�o°�iai�m v��nx°s uEOinos As�ionn�er o,�w m •
7HE ME7HOD OF TESTNC WAS IN SUBSTANTIAL A DOON SECIlu15 sH+LLl EE IIO OA�a G��07�W��um IIaHT �63 CpitRt�GE Coldti VINSTUN-SI�LEM,NG 2710.'1 V WAINRR.C@f
LbNFORMANCE N77H 1HE PNOCEDURE DESCf71BED IN ASTA1 �o+ow W�'+�T�
E330 k E7996,AND DASMA 108&�115,THE PFESSURES 0.SUPPqi1BJ0 SikUCNML REMQl15 9u11.BC OE9GNED
SHOHN ON THE OHAri7NGS WERE CALCULAiED USING ASCE BY A REfJ51Rm PNOfF590NAL ENqNEEii i'OR WND IAMS MODEL�860 OAK 3UMMIT 3SRIE9 5000 & 20D0
zo cA.cn�v.stm emic�nn ar+iws onnmxo uv nooma+m otxFn�nranrs
p!p 577LE 7-10 Ni7H iHE FOLLOYdNG PARM�E7ER5(S FEET OF DOOR MODEL�BOO STIUTFORD SEI2IES SO00 'd000
7/16'DN.BoLt REfNNER WIDTH W THE END ZONE,ROOF AT ANY SLOPE: a wNw wxuR�ciun[s u+o omraavrts oNUCC ooans uxcu uw�r
(1)PQ2 R0��m � BFµ�uBF15 PIFA¢SFE wtaR-�NN�AGNRm PWYAR UffL QLWi MODEL�950 HERITAGE SERIE3 1000 k 20D0
3/4-20%5/8'TRACK 1NND SPEED NPN 168 752 IN` 138 1J3 fax PFiWFNCE of EWNALFNT PFOOUCis NI wN�LDID APPtmvIL
SPLICE BOLT AN➢NUT 2�CALV.SIE�.7RAQ( ).PFTFA TO TIBlES pl 7NE PAGE]fpl IDDIIIONAL OOOP'MD7H5 n/
OR fD RIVEiS 7p��7�y�qw�.p51' E7�OSIIRE LEVEI B L L D D ST� [HAIN BY diC DAIE II 8 09 IXNY91C H11�R
61EAN ROOF HEIGHT 30' 15' 25' 15' y5' ��DESV+PxESSUnF.S
iRACK MOUNTING DETAIL d v�xa sr�wP oocs e+or utxcT wxo�o�o r.w�eumES. B p�p�p By �Ig pAh ��ns/p9 IRC-6009-130-1r1
rttz 9[Fr I aF J
� �r
.o�•GALV STEEL INTERIOR INPACT VINDOV FRANE WOOD JAMB ATTACHMENT TO STRUCTURE
A33'GALV STEEL EXTERI�t IMPACT VIND�V�RANE V/S'HITE ON C1ASS
pECpR l qS7t� Tai ir7�iRE
HOLDE�TE%�EPi�OR ViNbOV��FRRNE 25 G0.STEEL➢�R SKIN 5/16'X 3'LAG SCREWS STARTING 6'FROM ENDS THEN 24'D�C.(1 1/2'EMBEDMENT)
5/16'OVERALL ?%6 VERTIC�JAMB ATTACNMENT TO 2.000 P51 C�N[RETE
I/e•C�EnR ANNEnLED GLASS HILT1 KWIK B�LT 3/B'X 4•STARTING 6'FR�M ENAS THEN 24'O.C.(2 1/2'EHHEDMENT)
r090•PvH INTERLAYER HILTI SLEEVE ANCHOR 3/e'%2-3/4'STARTING 6'�R�M ENDS THEN 24'�.G U 1/4'EMBEDMENf)
I LB'CLEAR ANNEALED GLASS ITW/RAMSET REDHEaDnCTRn-HO��)3/8���4•STARTING 6•FRmA ENDS THEN 24'O�C.(2 1/2'EhIDEDMENT)�
/ NANII�ACTIIRED HY GUNRDIAN i i nv r_an AI p�
SIMPSON 1/4'%3'TITEN SCREWS STARTING 6'FROM ENDS,IJSE PAIRS OF FASTENERS
C3'APART)AT 24'0.C,tl 1/2'EMBEDMENT)
� SUREHOND SH-190 HILTI 1/4'X 2-3/4'KWIK-CON 2I+SCREWS STARTING 6'FR�M ENDS,USE PAIRS OF
3 z STRUCTUaaL AnHESIVE FASTENERS C3'APART)AT 24•D�C�U 1/4'EMBEDMENT)
Y ' MB ATTAfL,/'EI.^T�CRI1lRE➢C 90 BL�CK(2000 P�I •�RD��
23/16•%1/2'SCPEV-USm�70 HILTI SLEEVE ANCHOR 3/8•%2-3/4'STARTING 6'FROM ENDS THEN 24•O.C�<I 1/4'
GASTEN THE STEEL IXTERIOR I�ACT VINDOV FRAME TO EMBEDMENn COR,USE FASTENERS FOR HOLLOW C-90 HLOCIO
THE STEEL INTERIOR IMPACT Vit�00V FRAlIE.
3.1L6a•%1/2•S[REV-USED TO fASTEN DECORATIVE PLASTIC MOLUEn �LAGS AND B�LTS CAN BE COUNTERSUNK TO PROVIDE A FLUSH MOUNTING SIIRFACE.
VINDOV FRFNE T�7F¢lsSEMeLY �PREPARqTION OF V00➢JAMHS BY OTHERS
SECTION H-H IMPACT WINDOW DETAIL M�OD LoNCRETE HOLLOV BLOLK GROUTED BLOC ��
N.T�S. � STRUCNRE STRUCTURE STRUCTURE STRUCTURE
� 1/2'MIN 2-3� 1-1/2'MIN Q"
2%6 JAMB
19� TYP. 3•FAN
'2 •2 9 4 S� •
5
1u-$/e� y
�
IMPACT GLAZING FASTENER DETFSL
N�T.S. IEy pESIXPIIW7 OF 1�17�J�S DAIE BY
A UPUA7FD ID FBC 201a 11 IdA
B dpp[p pAplp NOIE � 12/20 @ RIR
MAX SIZE " e�111111�►/ �S
� B 9'z ta' � a�ea�S L, SHE(��io ai
UESIGN LOAD �� �e P F s e
\ 3' 20GA, STRUT LOCATED AT THE TOP W€ �`5°'�GENS �e 3,
+26.7 PSF os�+�•4 F�' /�j
.� ; \AND HOTTOM OF GLAZED•SECTION -a7.e Psv �LL��; No 004 �1•2��'��
1 ' IATTACHED W/(2) 1/4' X 3/4' HEX HEAD °da � I'7 * "
/ SCREWS AT END AND CENTER STILES tesi�onos �*� � (•; �2�t
+40.1 PSF ��
: -47.4 PSF ��a�+„�,�°� '����
°�, SYA+'E OF .•�`
Toa secnoN �- s,�0�•�^ P•�a�` ��
uace �= O a .
MISSILE � �✓ �O R 1 G. ,O �3
� IMPACT ��F�"'oaSD%pRiFil.�Oae°°� 9«
RESISTANT �Og9GiHCD69a 0
�
� � � � arr
.
INTERMEDIATE SECTION � � � � � I63 CARNIRGE CWR7.NINST@!-SN.El4 NG E71G3 VWAXPRRCN7
MODEL�860 OAK SU1dMIT SERiE3 1000 & 2000
GLAZING�PTION DETAIL MODEL �800 STRATFORD SERIE3 1000 & 2000
N.T.s, MODEL//B50 HERITAGE SERIES 1000 k 2000
❑PTIONAL SHORT PANEL GLAZED SECTION STRUT AND STILE LAYDUT � �e� p�c onh n/�e/os �uxe+cxuimm
AVNUBIE TRACK CANi7.ttIRA770NS
B tlEIXE�BY 01C OAIE 11/IB/09 �R�-6��9-�3a��J-�
N.tS SEET P ff J
. ��
TABLE 1 TABLE 2
STRUT SPACING(BASED ON RECOMMENDED SEC110N DOOR SECI'ION HEIGHTS
DOOR CONFIGURATION) TOP HEIGHT Btm #2 #3 #4 #5 �i& #7 #8
HEIGHT A B C D E F G H T 14'0" 21" 21" 21" 21" 21" 21" 21" 21"
6'6" 51/2" 181/4" 361/4" 541/4" 671/2" 13'6" 21" 21" 21" 21" 21" 18" 18" 21"
7' 5 1/2" 18 1/4" 39 1/4" 60 1/4" 73 1/2" 13'0" 21" 21" 21" 18" 18" 18" 18" 21"
T 6" 5 1/2° 15 1/4" 33 1/4" 51 1/4" 69 1/4" 6'�° 12'6" 21" 18" 18" 18" 18" 18" 18" 21"
8' S 1/2" 18 1/4" 36 1/4" 54 1/4" 72 1/4" 85 1/2" 12'0" 21" 21" 21" 21" 21" 18" 21"
8'6" 5112" 181/4" 391/4" 601/4" 781/4" 911/2" ��,6" 2�" 2�° 2�" �8" �8" �8�� 21��
9' 5 1/2" 15 1/4" 33 1/4° 51 1/4" 69 1/4" 87 1/4" 99" 11'0" 21" 18" 18" 18" 18" 18" 21"
9'6" 5 1/2" 18 1/4" 36 1/4" 54 1/4" 72 1/4" 90 1/4" 103 1/2" 10'6" 21" 21" 21" 21" 21" 21"
10' 5 1/2" 181/4" 39 1/4" 60 1/4" 78 1/4" 96 1/4" 109 1/2" 10'0" 21" 21" 21" 18" 18" 21"
10'6" 51/2" 18 1/4" 39 1/4" 60 1/4" 81 1/4" 102 1/4" 1151/2" g�6" 21" 18" 18" 18" 18" 21" '
11' S1/2" 181/4" 361/4" 541/4" 721/4" 901/4" 1081/4" 121 1/2" -
11'6" 51/2" 181/4" 391/4" 601/4° 781/4" 961/4" 1141/4° 1271l2" g'p^ 1g" 98" 18" 18" 18" 18"
12' 5 1/2" 18 1/4" 39 1/4° 60 1/4° 81 1/4" 102 1/4" 120 1/4° 133 1/2" 8'6" 21" 21" 21" 18" 21"
12'6" 5 1/2" 18 1/4" 36 1/4" 54 1/4" 72 1/4" 90 1I4" 108 1/4' 126 1/4" 139 1/2" 8'0" 21" 18" 18" 18" 21"
13' 51/2" 18 1/4" 39 1!4" 60 1/4" 78 1/4" 96 1/4" 114 1/4" 132 1/4" 1451/2" 7'6" 18" 18" 18" 18" 18"
13'6" 51/2" 18 1/4" 39 1/4" 601/4" 81 1/4" 102 1/4" 120 1/4" 138 1/4" 151 1/2" 7'0" 21" 21" 21" 21" '
14' 51/2" 181/4" 391l4" 601/4" 811/4" 1021/4" 1231/4" 1441/4" 157'I/2" 6'6" 21" 18" 18" 21"'
■A➢OITI@7HL STRIJTS MqY BE ADOE➢70 DOM VNEN 0.AZED FOR CWMERBALANCE PURPOSES
TABLE 3 TABLE 4
DOOR 7RACK ATfACHMENT SPLICE Section Center Stile Location ��i9n Loads
HEIGHT A B C D E F G H S Panel Type (Measured from Left ���
6'6" 3.5" 21" 39" 57" 70" �d� Edge) Positi�e Negiti�e � ��� OA� �
7' 3.5" 21" 42" 63" 7B�� (ft} (PSF) (PSF) � ���ro�ec smo �U�A��n
7'6" 3.5" 18" 36" 54" 72" 82" S'0 Short,Oak Summit 48.000 29.9 35.4 B IDDFD BAID�NOIE islm�s�nn
8' 3.5" 21" 39" 57" 75" 88" 8'�0 Long 48.000 29.9 35.4 �n,,�c.s,zE ' �p�����,,, �p
8'6" 3.5" 21" 42" 63" 81" 94" 8'�2 Short,Oak Simlmlt 49.000 29.3 34.7 B'_�a' �� e�eae5 L.SHE(��ooe ="
DESIGN LOAD � ��e�4Q::'GEIV�''• 9 0 �?
9' 3.5" 18" 36" 54" 72" 90" 100" 8'2 Long 49.000 29.3 34.7 +ZS.,Ps� w g e•,o;•�� SF•' �•dd�z
9'6" 3.5" 21" 39" 57" 75" 93" 106" 8'4 Short,Oak Summit 50.000. 28.7 �}.O -31.6 PSF �����: N� 004 ;^�a
10' 3.5•� 21" 42" 63" 81" 99" 112" 8'4 Long 50.000 28.7 34.0 �sr�oaos a`'R�� �.;� �
10'6" 3.5" 21" 42" 63" 84" 105" 118" 8'6 Short,Oak S�anmit 51.000 28.1 33.3 +40.7 PSF ���,QS ���<
-47.4 PSF g M.;�'- 5Tl�YE OF 4/��g
11' 3.5" 21" 39" 57" 75" 93" 111" 124" 8'�6 Lolly 51.000 28.1 33.3 {,�"� 'w '• ,c o,,e,a�1/o��
11'6" 3.5" 21" 42" 63" 81" 99" 117" 130" 8'8 ShoR,OakStunmit 52.000 27.6 32.7 issGiE J� yOa S•LOR1o;'�ae.`° �3
12' 3.5° 21" 42" 63" 84" 105" 123" 136" 8'8 Long 52.000 27.6 32.7 RESISTANT ��FL ePdOes��+��L�iae° �q
12'6" 3.5" 21" 39" 5T' 75" 93" 111" 129" 142" 8'�10 Short,Oak Summit 53.000 27.1 32.0 a�e'�s3°ee
13' 3.5" 21" 42" 63" 61" 99" 117" 135" 148" 8'10 Long 53.000 27.1 32.0 aj`j'
13'6" 3.5" 21" 42" 63" 84" 105" 123" 141" 154" 9'0 Short,Oak Summit 54.000 26.7 31.6 •
14' 3.5�� 21" 42" 63" 84° 105" 126" 147" 160" �u coxrev�cc couaT vursm+-sn��.He. enm vwaMxaemi
9'0 Long 54.000 26.7 31.6
MODSZ�850 OAK SfA�SIT SERIES 1000 k 2000
ALL 7PALK ATlAtlIMENT SPAtlNC+/-Y ALIOWED VdTH SYP OR SPF N0.2 OR BEITFA ONLY MODII.�800 STfil1TFORD SERIES 1000 & 2000
MODII.g950 HERITAGE SERIES 1000 & 2000
9g pUW BY piC DA1E 11/18/09 pL1i010 N11�R
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