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Home My WebLink About15-16539 i �� CITY OF ZEPHYRHILLS '� 5335-8TH STREET � (si3)�so-oozo 539 BUILDING PERMIT � PERMIT INFORMATION ' LOCATION INFORMATION Permit Number: 16539 , Address: 37408 TEABERRY LOOP Permit Type: ADDITION/ALTERATION ZEPHYRHILLS, FL. I Class of Work: 434-ADD/ALT RESIDENTIAL Township: Range: Book: ' Proposed�Use: NOT APPLICABLE Lot(s): Block: Section: Square Feet: Subdivision: WEDGEWOOD MANOR Est. Value: Parcel.Number: 10-26-21-0120-00000-0100 Improv. Cost: 1,200.00 J � OWNER INFORMATION Date Issued: 8/26/2015 Name: VIRGIL, GEORGE & JEAN Total Fees: 67.50 Address: 37408 TEABERRY LOOP Amount Paid: 67.50 ZEPHYRHILLS, FL. 33542 Date Paid: 8/26/2015 Phone: (813)788-5774 � Work Desc: CHANGE OUT GARAGE DOOR SIZE�/SIZE 9 ' X 7 ' CONTRACTOR S � ' I APPLICATION FEES PRECISION D R SER IC BUILDING FEE 67.50 , � � � � � c �� " Ins ections�Re uired FOOTER 2ND ROUGH PLUMB MISC INS LATION EI IN � FOOTER BOND DUCTS INSULATED SEWER MISC. ROUGH ELECTRIC LINTEL M1SC MISC. 1ST ROUGH PLUMB PRE-METER If�SULATION WALL MISC. DUCTS INSTALLED WATER MISC DRIVEWAY PRE-SLAB SHEATHING MISC. MISC. i CONSTRUCTION POLE FRAME MISC. MISC. i REINSPECTION FEES: (c)With respect to Reinspection Ifees will comply with Florida Statute 553.80(2)(c)the local government shall impose a fee of four times the amount of the fee imposed for the initial inspection or first reinspection,whichever is greaterJ for each such subsequent reinspection. NOTICE: In addition to the requirements of this permit, there maybe additional restrictions applicable to this property that may be found in the public records of this county, and there�nay be additional permits required from other governmental entities such as water managemen�, 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 fnancing,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 BEFORE C.O. NO OCCUPANCY BEFORE C.O. CONTRACTOR ATURE PERMIT OFFI � R PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION�.� CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER - I �-�1 • �- o� `� �". � - M �� "� � �„ �,. . City of Zephyrhills BUILDING PLAN REVIEW COMMENTS Contractor/Homeowner. ��r� �%��U�`-' v � Date Received: �� L —l� Site: � 7 �� f��!'fr"` � Permit Type: ! , ,�''Q. �...uG�1� i Approved wlno connments: Approved wJthe below camments: ❑ Denied wJthe beiow comments: ❑ I � a r I �� This comment sheet shall be kept with the permit and/or plans. � � � �;� i si Kalvin S – s iner Date Contractor and/or Homeowner (Required when cornments are present) I � i — � ' /"'�---�.. ( � Building D�epatiment , �, � - . . ' Date Receive,d� � ,�""�'c�, ' k'hone ContBCt for Permitting �Y�.. �).,d,,, Y. .=!'/.�',2 -,, . r1 '' ` • owneir Phone�Number' � Fl�'.3-- .�'— c�"" � Owner's Name • - . j��' /� � ' � 1 bwner's Addrgss � �+-°� . G�+�' Ouirrtsr Phone Nua►bei� - . .� - j ' . Fee Simpie`Titlehaldec Name �• I ' Owner Ptione Number . i. • . . . .� .. Fee St�ripiaTittebolder Addi ss`'' f . . . JOB ADDRESS /�lf� �..C'�l • � . ' LOT:#E .�� . . , , . . , . , . , ,� � C�./� �c/`� ; PAR�E�tD# /l-�--2Q"- -- 0�2d"�� '�/C� SUBDIVI310N, ' � , _ • ' ' . � . • �OBTAIN�D FROM Pi20PER7Y7AX NOTICE) • WORiC�'R.i3PUSED ' , ', idEW GONSTR aE ADDlAI.T [� $!GN �[� . MOVE •[� DEMOLISt-1 , , ' � � INSTAI..L: : � ..REiAIR . . . . PROPdSED USE • . Q � SFR �- COMM Q OTHER � • TYPE OF CUNSTRUCTl4]1Y Q ; BLOCK �, FRAME ' .[� � STEEL Q OTHER[�,�~ �-I � DESCRIPTION OR WORK. � .Cf ., Gr.�.' � �G` �'r.� � � � �L'��`�`��'. BUILDlNCy S12E. - � SQ FOOTA�E � I'�� ' HEIGHT �_,� • I ' ' � • • _ . . . .. . L] BUILDING $ l . •VALUAT{Ol�I OF�'OTAL CONS7RUCTIQN _ , C] 'ELECTRICAL $ - 4 • • . AMP S RVICE Q PRt3GF2ESS�ENEFi�Y • � W.R.E.C. Q l�LUMBING ' $ �� •�_ . �j"j�� • �(kVt,� . "� �. � � . . �� =2 s.�-�P [� MECHA�iCAi. $ ti i ; . . .. " Vq�UATtON.OFMECHA(�ftCALlNST�1UATlC1tV � �`�1"� 3 �. � i � � GAS r, Q �, ROOF1NCa- ,� . S�EGlRt.TY � `OT!-!E!�' � _ • . . FtiVISFiED F1.00R ELEVA ONS ' . F IClOD ZONE AREA . �YES` �[�NO � . , . St11LDER 1 . . a�. _YCOMPANY + f"!�"��M1.�E`'��/'�� • SI�NATURE ��u #��tsr�o � ! N " 'r�cuR�r .Y�/N ' Address /.Y,73 .Ir� 1 � c^l�.�rr- � '.3.?7 - � . .. u��g�.` C'�s°C"/25"'�l�� - - I . . . �� .�c-r�ic�.: . � . . .l:-,�Ca6�pa�iY � .. ' - - . SiGNA'Ct`!RE � � REGlS1'ERED . ."' Y/ N _ - '�F�E CURRENT - Y/N � Addresa� - � ' �� ( � ' License# ' . � . PL.UMBER '' . � . ' '�t . , COMPANY. ,. � � . . - � SIGNATURE• • EtEGIS7'EREp Y/ N FEE GURRENT ' �Y 1 N ' � Aadress i ' • . � , !. � 4 'Llcanse# ��--� � MECFF��AANICAL . , • . , ( f ' � . CDMPANY � • SIGNATURE � � �ttEG�si'�RED Y I N , FEE CCiRREN3' " Y 1�1 , � . . � . Address � - - • " ' � � , _ .Liaense# 1 � ' , _ .. . � , • . ' _ � . .—. .OTflER' . __. ..--..--__.�._._._..__ ' ._ • i ' SiG1VA'IURE -'.. �.�. , � iz��tsTE��o � ' `f i N �Cu�Etil' � • ___'. Address ' � • - - • ( ' ` • ` License# •i , i � RESiDENT1AL Attac�t(2j Plo Pians;(2)sefs of BuiEding Pians;(9)set af�erg}r Forms;R C1-W�Permtt�for ctew constructlon, . ., . °Minlmum,tea. ,0}warking,days after submiktat date.) Required onsite,ConstrucUon Plans.Stormwater Plans w%Siit Fence installed, ' Sanit��a r�,�acill es 8�1.dumps;e'r,Site Work Perirtit for subdivisitinsAarge projeoEs� COMMERCiAL . ,A#tac;h.(3j co piete sefs of 8uilciing Ptans p1iJS a L'ife Safetyr Page;.(1)set•of Energy For,�t�s..R-Q W!'ersnft for new constru�flon. . � �Minlijatun Eest r10)vuorkirig day's aftersu6mt#tat date� Required onsite,Qonstructian Plans+Stormwater Plans w1"Silt FenCe•insfalled, . -_ _. Sanitary Facil_4ties&1 dumpster.Site Work Permit for ail new projects,Alt commercial requirements mUsk meet compliance ' SIGN PERMiT Atfaah(2)sets of Engineered Plans. ' � , _ � - - - - - - - -.- ---�-- . ''*.'*F�20PER3Y BURVEY required fpr aii NEW.consWcfion. • � ' - . i�irectidns: ' • _,� � . ' • � ? � ' � : � �s1t out appiication compiete�y. . . '• , - . . OVUner 8�ConU'acta��ign b�cli�o•P application,notarized ' � ' , • ' If iiveP�2500,a Noti�Ce of Cqinmenaemenk Is reyuired. (A1C upgrades over�5000j � - "" Agent(for ihe contrautor)or P w�r o�Attorr�ey(for fhe awner)wouid be someone witfi notarized letfer from owrcer authot�zing same • .. . . � . OVER'17iE COUN7'ER PL'RMITfI t1 (Frant aP ApplicaGon Ontyj - .Reroofs 8eu�srs Ser+rice i.}pgrades AiC Fences(PlotlSurvey/�oa#agej • - Driveways-Nat over�ounter f an pub�ic roadways.:needs ROVN � .. 1 :r. , , 1�` ,� .r ,... ' . Ir� ' . � { �t��> ' � • � . . . 3 I NQTICE QP DEEQ RES RIGTIG?NS: The understgned understands that this p�rmit may be subject to°deed°f@Stf'lCtEOC15° whlch may be more resfi�ctive th�n Co�a'nty regulations: The under'sig�ed assumes responsibility for cvmpliance vi►itii any' appliaabie deed restricho�s. ! � UNLICENSED C�3NT GTQR$ AND CONTRACTCIR RESPONSiB1LITiES: lf fhe owner has hired a conftacfor or confraat+ars to andertakp�artc.fhey may be required to be iicensed in accordance with state and local reguiatfions. tf the contractor is nat Ilcense�l as re�uired by law, both the owner and contracEor may be cited #or a mtsdemeanot vtolatfon under state law. !f the 'wner qr intended contractor are uncertain as to whak licensing requrrements may apply fer the intended work, they are�dvisedi to contact the Pasco Counfy Building Inspection Division—Licensing Section at 72?-847- � 8009. Furfhermore, if fhe awner has hired a confracfor or confractors, he is advised fo have #he conhactar(s) sign portions of fhe "aon#ract�r Biock° of this applicafion for whreh they wiif be responsible. #f you, as the awner sign as the- confracfar;�that:may be an indicafian that he is tlot{iroperfy ticensed and is not en#ifled #v permitfing privileges in Pasco County. � � • . i TRANSPORTATlON IM AGTIUTIUTIES IMPACT AND RESOURCE RECOVERY FEES: The undersigned understands � that Transporkatian Imp�t•Fee�and Recourse Recovery Fees may appty to fhe construction of neW buildings, change of use in exisEing buildmgs or expansion of exisfing buitdings, as specified in Pasco Caunty Ordinance number 89-07 and . 90-07, as amenti�d. T�e undersigned also understands, that such fees, as may be.due, witl be identifred at the f#me of permifting. It is fur#her nder�toad #hat Transportation #mp�ct Fees and Resaurce Recovery Fees must be'pald priorto � receiving � °cerEifcate of occupancy" ar ftnal power release. If fhe project does not invalve a certiflcate af occupancy vr fina! pawer�elease, the�fees,must be paid prior to permit issuance. Furthermore, if Pasco County WateNSewer Impact fees are due,they must be paid prior fa perinit issuance in accardance wifh appiicabie Pasco Counfy ordinances: • GUNSTRUCTION L.tEN LAW{Chapter Ti3,Florida Sfatntes,as arn�nded}; tf vaivatlon of vuork is$2,500.Q0 or m�te, i certify that i, #he appii ant, h�ve been pravided wifh•a copy of ths °Florida Canstructlon Lien Law—Homeowner's Protectian Guitle" prep red by the Flarida DeparEment af Agriculture and.Consumer Affairs. !f the applicant is someane other�than the°otr+iner°, �cettify�#hat•l.have obtained a copy af the above described document and promise in good'faith ta deliver it to the"owner" rror to aommencement. � � ' . CONTRACTOR'SIt�W ER'S AFFIDAVIT: I certif'jr fhat alt fhe informafion in this appiicafion is accurate and that all work wilt be done in comptia ce with all applicabte iaws regutafing consfruc#ion, zaning and iand-deveiopment. Application is hereby made to obtair� a per�»if #o dv warEc and instatlatfon as irtdicated. 1 ceetifjr that no vfrork or instatlatian has commenced prior to �ssuance(of a petzn9k and #hat all wark wili be petFor.med to meet standards of a!! laws regulaf(ng const�uckion, Caun#y a�d City;codes, zoning regulafions, and land development regulations in the Jurisdiction. I ai"so ' certify that 1 t�nderstan�that tFie regulafions of ofher governmenf agencies may apply to the infendecf work, and fhaf iE is my responsibitiry fo idenIfify whaE ac#ions I must#ake�to�be:trr carrrpiiance. Such agencies inctude.�uf are nofi limited fo: - Department af Environmer�tai Profection-Cypress BayFieads, Vlfetiand Areas and Erivironmentai(y Senstfive • L�nds,VI/a�erNilastewater Treatment: , . ' - Southwest�.Florida Vlfater: Managernent District Wells, `Gypress Bayheads, Wetland Areas, AlEering Wat�;rcour�es. i " � - , � - • Army•Corps af.Engineers-Seawalts�Dacks,��lavigabie IiVaferways. - Departmer�t af Heaith &`�Refialii(ifative Servic�slErivira�mentat Nealfh Unit W�fts,..Wastewater Trea#ment. Septic Tan�CS. � � . � - US�Env[roi�mental��!'rotect�on Agency-Asbestos abatement. - Fede�al A�iation Authorify-Runways. � 1 understand that the foliowing�restrictions apply to fhe.use af fill: � - Use of flfl is not allowecl in Ftood Zane"V"uniess expressiy permitted: " - tf fhe fi11 rknateria is fo be used in Ftood Zone °A", it is understood tha� a cSrainage pian addressing a ".compens�afisig vo��urrre"w�11 be submitted at•#ime of per'mitting which is prepared by a prafessidria�)`englrteet iicensed b�r fhe St te af Fiorida. ' - !f Ehe til! aterial�is to be used in Flood Zone "A" ln conriec�ion with a permit#ed building using:stem wal! constructi n,.l cerk#ify that fill will be`used only ta fill'fhe area within the stem watl. - If.fill mat rial is ta be used in any a�ea, 1 certify fhat use of such fiii wiif not adverseiy afifiect.adjacent ' properties if.use af fili �s found fo adversety affect adjac�nt propet�ies,the ovsrner may be aited for. viaiating , fhe condif'ans•of�fhe building permit issued under the aEtached permif appiication, for lofs less than ane {i) acre which are elsvated by fi!!,�an engineered drainage plan ts required. !f! am the AGE�1T F�R THE�OWNER, 1 promise in goad�faitii to inform the awner of fhe permitfing canditions set forth in this affidavit priar to commencing consfruction. i understand thaE a separafe permit inay be required for etecfrical work, plumbing, signs� weit , poois; air conditioning, gas, or afher'installafians not spec'�caily inctuded in the application. A permit issued shati be�consfrued�o be a license to proceed with the work and nat as authority to_vioiate, cance[, alfer, or set�aside any pmvisio�}S Of tltE��G�IT#TC'dI COCIBS, rtor shai!issuance of a permit prevent fhe Building 4t'f"iEia!from thereaffer �requicing..�;correctson:�o�.err:�rs:.in:platts,;.constr.uctto�.o�'violations of any cades.�Every permiE issued shall,became-ia�a(td- �--��. unless the wark authc�rized by suah permit fs commenced within six months'of permit issuance� or if work a�ifhorizecl by the permit is suspended or abandaned far a period ofi six(6)monfhs affer ftie time#he work is commenced. An e�ctensfion �may be�requesEed, in�writingT from fhe Buittiing �ff'ieiai for a-perioi3 no#•tv exeeed ninety.(90} days and wiii demans#rate justifiabte cause for fh�e eutension. 1#worlc ceases for n�rtety. (90)cQnsecutive+days,the job is considered abandoned. , WARNlNG TO.OWN R: YOUR FAILURE TO RECORD A NQTICE OF COMM�NCEMENT N1AY RESULT fN YOUR Pa41(!!�C''r1NIG�FO,�IMLR.�I,IEMENTS T!D YOUR•PRC3PER?.Y. �t�YOL1,iIVTEf�i],TO.t1BTAi�1 Fit�i4t�CING,,C�ftRSULT -.._ .... ,,.�. WITH`YOUR I.ENi�ER�1R,�AN ATTCIRNEY"BEFCIRE°RiEGOi��'r�i('C9UF€��tQTt�E��FrCQ'1'dEE�1��+i�FMlEN.T.--._-,__._ �_ FLORiDA JURAT(F.S,11� . ., � , r OWNER O� �� GON'fRACi'OR � � ' S� ` �� swom trr afli�rn efo is � � Subs ' �td swom o or affirme liefo� e ' � ' -O e�' /S by w �•- �- (slaf tly kllo e r haslhave prodnced Who fsJare p rtai#y e ar aslhave prodnced i a ldenli�cabon. as identificaHon. � - , � . ..� �� j� , , e ...�'��'(�! . Natary Publtc G�'�`"" � Notary Pubfic Cammisstan Na. 1PRY AU9 ' EYEa� Comcnlsston Na ' �•,_��`�� MY G� M15�19N#� i�� ,- 1P�;.�� 0 2618 "�* '` c Y Gbt4bM1�64qN��949583 . Name af Nofary e ��e ��a�rY�ervte�! � Name of hlotary typed.FrV rr�?,�d4��S;Aq�U� � � � �� k� �rqTFOFfti�q�\o� Bandadlhra�t�d��tNoiOty$8�1�� . _ ��. ,_.... .,_..,,....,.. ._...... ..::. ......... ... . .. ....�. - _ , _... i}`,; .c i�!�,; }.r.'s'-:k-= aa - "'-3�'' ro- _ ,;�.:.:`:'L:.;:,.i�=:'r��:., _ „�e.� F?:�*°�J�'`-'-tt; �ti4`:- =v'"J.;.;.�°M�; t��, ,.,,,,,.u...,a��'�.a:�.`..'�+�+-�`i'"_',:;�... `.'��t..'�w4.,:,s'�'�...;.':nu�:,u:.�:L�..a...�.�.,;;(s.�.�..?..u,...w,.�-�'�."- .,.u....,,..n. ar.J'.°�...a....,....._.,...,...._...�.......+._. ....�......__.,.. �. � - --- ,.�;. riC�'.F ��,'. ,Nt�';t�( EADc�� Accountin &Biflin` ;,,n,.;, w:;�,: �.�,�:;,�:,�,�,�,-�;��',;.��:�';:,,,�;�,,v; „��,�:;,�.�,v.;-,,s,.��• ,;:.;;:�tiw,:;;,;�•y �� . ,'"�?6� PRECISION GARAGE OOR SERVICG OPERAI�OR l�y� YES[� NO❑ i'�XISTING D t'�R�,,,"�i,>t �Y� 'r�r�`A'0(' �`�t s ' 115 2 7 1"`''°+�A r y�'��k� k�ir d� }�� '� ��#5'l�<F t` i)r� ,�� s�4:t r. 1�� A U�r'k ^T yr,� i � � �;a � _ ;s C� 13737 Automoblle Blvd. MAKC_L' �� +� MODEL �-+J�.�� '�;P��'CI Sect�l;lw,Otn�P��C�Woodt�Cj�,Ste�,�,�,Cl„�ilb��'g(a�su • Clearwater FL 33762, Llcnneo�E ,,,:; <,,,.a,�,^, .-,,f;�r;. 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" . n'7.4. ;(�"+.4'Nk4 3> �tr�r aJ �,r �:;Y",:rr.•:,..�At`,�:ar�:;i::. �,�.��:?.::y�� tia o0�'�D n�d��`£"1jc a'a; �. �rZM <��'Kx_n�,'r. z CreditCard L�Vlss CJMC C�.:IAIt1eX.CJDisc, Account# _____ _ [xp.pat'etf� Sec.Code Auth.Code ��u� �R�� t�Y„Y .:�,�,�... ,�a� x� . L.��ki, ` ' , _;: ,. ;�Y;r�;;y�;,",a , ,, r:' ,,�� _,^;,. ' . � :;��€:==1,�i:,'?',;� - .;;�, ,.;;�.>:�$i�i:'�'°:'��ti. - �. , ,. ��._ . .,.�='.�r;;:�.>��a�tt.�i��E:. .,...,:;:�; . ..:. . � y.. ,. _ _. �lorida Building Code Online � Page 1 of 3 �., m,.,a.�. �, -- -, °�; li�,:: � s � � B 1 ' A Q ��: rbr�da Cep�rtment� BCIS Home � Log In � User Registretion � Hot Topt6 � Submit Surcharge i Stats&Fac[s i Publiottons � FBC Staff � BCIS Site Map � Llnks � Search � Busines��,� Professi��al ��`�IUSER:PUe�Approval Regulation r Product Aooroval Menu>Product or Aoolication Search>Aoollca[ion List>Appl Oon DeWll � FL# R13521-R3 Application Type Affirmation Code Version ` 2014 Application Status Approved Comments Archived �� Product Manufacturer Amarr Garage Doors/Entrematic � Address/Phone/Email 165 Carriage Court Winston-Salem,NC 27105 (336)251-1309 I danny.joyner@amarr.com Authorized Signature Brandon Gentle brandon.gentle@amarr.com ALL WOI'iK SHALL COMPLy WiTHALL PREVAILiNG CODES,PLORIDA BUILDING Technical Representative Brandon Gentle CODE,NATIONALELECTRIC CODEAND Address/Phone/Email 165 Carriage Court Winston-Salem,Nc z�ios CITY OF ZEPHY_RHILLS ORDINANCES (336)251-1308 brandon.gentle@amarr.com Quality Assurance Representative Danny]oyner Address/Phone/Email Amarr Garege Doors 165 Carriage Court Winston-Salem,NC 27105 ��V�� djoyner@amarr.com C)�OF 7� H � � r/' Category Exterior poors � �C� Subcategory Sectional Exterior poor Assemblies P�A�S E��M��S �� 1 Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer ❑ Evaluation Report-Hardcopy Received Florida Englneer or Architect Name who developed the Thomas L.Shelmerdine Evaluation Report Florida License PE-0048579 Quality Assurance Entity Intertek Testing Services NA Inc.-ETL/Warnock Hersey Quality Assurance Contract Expiration Date Ol/O1/2016 Validated By Steven M.Urich,PE ❑ Validation Checklist-Hardcopy Received Certificate of Independence FL13521 R3 COI Statement of Indeoendence revised.odf Referenced Standard and Year(of Standard) Standard ea ASTM E1996 2009 ASTM E330 2002 DASMA 108 2005 DASMA 115 2005 Equivalence of Product Standards i ----___------------ ----------.f.__ - ----------- - ----------- Cer�E`i if ed"By-- -------- --------- � http://www.floridabuilding.org/pr/pr app_dtl.aspx?param�vGEVXQwtDquynOPErOHeed... 7/2/2015 Florida Building Code Online , Page 2 of 3 Sections from the Code LJ I affirm that there are no changes in the new Florida Building Code which affect my product(s)and my product(s) are in compliance with the new Florida Building Code. Documentation from approved Evaluation or Valldation Entity �Yes ONo GN/A FL13521 R3 COC FBC Sth Edition Affirmation FL 13521- R2.odf Product Approval Method Method 1 Option D I Date Submitted � 03/30/2015 Date Validated 03/30/2015 Date Pending FBC Approval Date Approved 03/31/2015 Summary of Products FL# Model,Number or Name I Description 13521.1 Stratford,Heritage and Oak I 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 R3 II IRC-6016-155-26-I Drawinq 7-10 FL.pdf Approved for use outside HVHZ:Yes FL13521 R3 II Retail Product Cross Reference Chart.pdf Impact Resistant:Yes Verified By:Thomas L.Shelmerdine FL PE#0048579 Design Pressure:+37.0/-41.0 Created by IndependentThird Party:Yes Other: Evaluation Reports FL13521 R3 AE IRC-6016-155-26-I Evaluation Report 7-10 sealed.odf Created by IndependentThird Party:Yes 13521.2 Stratford,Heritage and Oak Dwg.IRC-6009-150-15-I,Thru 9'wide. Summit Modeis 600,650 and I950 Limits of Use Installation Instructions Approved for use in HVHZ:No FL13521 R3 II IRC-6009-150-15-I Drawinq 7-10 FL.pdf Approved for use outside HVHZ:Yes FL13521 R3 II Retail Product Cross Reference Chart.odf Impact Resistant:Yes Verified By:Thomas L.Shelmerdine FL PE#0048579 Design Pressure:+35.6/-42.1 Created by IndependentThird Party:Yes Other: Evaluation Reports FL13521 R3 AE IRC-6009-150-15-I Evaluation Report 7-10 sealed.pdf 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 R3 II IRC-6009-169-15-I Drawinq 7-10 FL.pdf Approved for use outside HVHZ:Yes FL13521 R3 II Retail Product Cross Reference Chart.odf Impact Resistant:Yes Verified By:Thomas L.Shelmerdine FL PE#0048579 Design Pressure:+45.3/-51.2 Created by Independent Third Party:Yes Other: Evaluation Reports FL13521 R3 AE IRC-6009-169-15-I Evaluation Reoort 7-10 sealed.odf Created by IndependentThird Party:Yes 13521.4 StratFord,Heritage and Oak I Dwg.IRC-6016-140-24-G,Thru 16'wide. , Summit Models 600,650 and 950 , Limits of Use � Installation Instruetions Approved for use in HVHZ:No FL13521 R3 II IRC-6016-140-24-G Drawinq 7-10 FL.odf Approved for use outside HVHZ:Yes FL13521 R3 II Retail Product Cross Reference Chart.odf Impact Resistant:Yes Verified By:Thomas L.Shelmerdine FL PE#0048579 Design Pressure:+29.7/-33.8 Created by Independent Third Party:Yes Other: Evaluation Reports FL13521 R3 AE IRC-6016-140-24-G Evaluation Reoort 7-10 sealed.odf Created by IndependentThird Party:Yes i 13521.5 Stretford,Heritage and Oak I Dwg.IRC-6016-130-15-I,Thru 16'wide. -------- ----,--------- ----- ------Summit-Models_600-650and950------------ ---- -------------- http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param�vGEVXQwtDquynOPErOHeed... 7/2/2015 i � � Florida Building Code Online � Page 3 of 3 � ; ` Limits of Use Installation Instructions Approved for use in HVHZ:No FL13521 R3 II IRC-6016-130-15-I Drawinq 7-10 FL.odf Approved for use outside HVHZ:Yes FL13521 R3 II Retail Product Cross Reference Chart.odf Impact Resistant:Yes Verified By:Thomas L.Shelmerdine FL PE#0048579 Design Pressure:+25.6/-29.1 Created by Independent Third Party:Yes I Other: Evaluation Reports FL13521 R3 AE IRC-6016-130-15-I Evaluation Reoort 7-10 sealed.odf -- Created by Independent Third Parly:Yes i 13521.6 St tFord,Heritage and Oak I Dwg. IRC-6009-130-15-I Su it Models 600,650 and 950 Limits of Use Installation Instructions Approved for use in HVHZ No FL13521 R3 II IRC-6009-130-15-I Drawino 7-10 FL.odf Approved for use outside VHZ:Yes FL13521 R3 II Retail Product Cross Reference Chart.odf Impact Resistant:Yes Verified By:Thomas L Shelmerdine FL PE#0048579 Design Pressure:+26.7 31.6, Created by Independent Third Party:Yes Other: Evaluation Reports FL13521 R3 AE IRC-6009-130-15-I Evaluation Reoort 7-10 sealed.odf Created by IndependentThird Party:Yes I 8ack Next Contac[Us::1940 North Monroe Stree[.Tailahassee FL 32399 Phone:850-487-1624 � The S[a[e of Florida is an AA/EEO employer.Coovriaht 2007-2013 State of Fiorida.::Privacv Statemen[::AccessibiliN Statement::Refund Statement Under Florida law,email addresses are public records.If you do not I nt your e-mail address released in response to a public-remrds request,da no[send elecVOnic mail to this entity.Instead,contact the o�ce by phone or byltraditlonal maii.If you have any questions,please contact 850.487.1395.*Pursuant to Section 455.275(1),Fiorida Statutes,effecUve October 1,2012,licensees Ifcerued under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official mmmunimdon wi[h the licensee.However email addresses are pubiic record.If you do no[wish to supply a personal address,D�ease provide the Departrnent with an email abdress which on be made available to the public.To determine if you are a licensee under Chap[er 455,F.S.,please dick here Produld Approval Accepts: �� sccurit�•��f.r�i icr � � http://www.floridabuilding.org/pr/pr_app_dtl.aspx?pal ram�vGEVXQwtDquynOPErOHeed... 7/2/2015 i i i� il I �', � 14G0.[ENTER HINGE ATTRCFgD 13 GR LONMERLIN. �3 G0.WLV,L@1MERCIRL o V�U1 1/4'%3/0• � 2. TOP FI%TI1RE qTTFCHED V/ I TOV ROLLEN HRACKEi HEX NEAD SCREVS f<)��'%3/0'HIX NEAO SCREVS ATTALHED V/(�)1/4'z ° pDJUSTABLE SLIDE HRACKET ATTALI�O 3/�•HE%NEnD SCRE4S � V/(2>3/16•v 3/4•BOLT AND NUTS PER BRACNET 3'20GA STRIITS ATTACHEO V/(2)1/4'x 3/�' O 25 GA SKIN(N600 6M650) � HE%I�RD SLNEVS AT 4 2q GA SKIN cM970) �i _ . _ CENTER STILE - DJUSTAHIE ROLLER CARRIER j A ALHEO V/(2)5/16•x 3/4•BOLT 6 NUT PER .�-��:^ BRACNET TYPICAL TOP Fl%TURES SEE PAGE 2 fOR OPTIONAL o N.LS. GLAZED SECTIONS STRUT , SPLICE 7FiACKS AT THISI�OCATION iwa si7LE LAmUT TYPICAL CENTER HINGE W/(4)1/4'-20 TRACK SpLICE SEE fTr18LE E)�N PnGE 3 FOR 2 BOLTS k NUTS,SECUREI�fO JAMB RECOMMENDED SECTION COt6'IGURFTIDN N.T.S 5 A vnni(a�s/�a•oin.x�f;s/e' 1 S LAG BOLTS � HOTT@I HRACNET • (SPL]CD 2'20GA.STRUT ]3 GA.TH1CK ATTACHE➢ �7�5�16�DIA%1-5�8�! �� ATTACHED V/ ' V/(3)1/1'%3/4• (2)1/4'X 3/�' {¢%N[AD SCREVS lAC BOLT ATTACHED TO JAMB NEZ HEan sckEVS F,- ;, AT EA.JAMB BRACKET �, T pT END ANO CENTER �� STILES I ENO HINGE 3 °.e: �,�0. � �, �TMR�a� 12 G0.GALV.57E0. � JAMB BRACKETS �i A7TACHED W/(1)1/4�q+20 D 2'10 HALL STEEL OR 10 BRLL TRACK SPUCE BOLT&IIUT THROUGH N�SsNEniS "f ^ H NYLON ROLLFR V/Y STEN OR(2J RIVETS li C. �t ��TY TYPICAL BOTTOM BRACKET�� B 4 �yTS `T 3'�20 GA STRUiS � C fD PER SECTIDt1 I 6 STILE STI�FENERS fi) � B LOCATEO IN HINGE 1mlE(S) �� i ON TOP SECTION ONLY A !� �� A I, H0.ES FOR STRUT Y x 20 GA STRUT SEE TABLE 4�N PAGE 3 A — —p7T�CNMENT_(IF_STRIIT tl>_ON_B�T7011_SEC71@! FOR STIIE PLACEMENTS IS RE�UIRED) / —SEE-CTABLE-3)_ON_PAGE 3 EE c7AeLE 1)PpGE 3 FOR JAMH HRACKET SPqCING FOR STRUT SPAC]NG . . OTfOM BRACKET � 9�'a�� A7/TACNm/ INSIDE ELEVATION VENTS PROVIDE 70 sy in. �''��'��, HEX�HEA6 scp�is• TRACK CONFIGURA710N FOR 6'6" UP TO 14'TALL DOORS N.T.S ��s¢InFOR OPRONAL - _ N.T.S. VENf)OP tMOHSTRUC7ED AIR FLOV EACH. 0 O CONT.STEEL RETAINFR O W/CONT.BTM SEPL 14 GA.END H1NGE qTTALMED REY OE3�W7 ff IR�L9Mb DAIE BY �; ° W 2>1/4'x 3/1• A UPUAIFD TO FBC 1010 1I/19/12 p�I 1 F¢X NEAD SCREVS TYPICAL STILE STIFFENER O SECTION A-A ($IDE VIEW) 3'20G0.STNUrS N.T.S. B IDDFD�A7➢IC NOIE �P�IO 1 IdR I RTTACHED V/(� N.LS. 1/1•x 3/a•F¢x m MAX SIZE a �ep�een��ae c^e NEAD SCREVS TO ENO�STILE�2)1/1:T�3�' TVD(2)ROVS OF THREE(3) 9�k 14� '�^o �ooe1 �, SHf(�,j��►� eV HEX HERD SCREVS PER LRRRIER VENTS EOUALS IS 5�.INCHES INTERIOR OF GARAGE �y� Q,5 Fj�d oz OF VENialn7lrnu. DESIGN LOAD �^ ,�0,��,e°��ENSF•, � Q +26,7 PSF O,+ V � -.:-.��,: �n. MAX.WIDTH 8�0� -31.8 PSF �4 +,��e � cr 2 � �'� 2'10 HALL STEEL OR 10 eRIL Y W_ N.O OGi` o NYLON ROLLER V/5'STEN �� aa n ,� •I;*�� L A R G E M I S S I L E O TE57 LOADS �d ��: � TYPICAI END HINGE � +40.7 PSF 9� p.�; rJ �j(z��.�'c N.1.S 3 DESIGN LOADS -47.4 PSF 3 �'J I M P A C T R E S I S TA N T +,2°.Z�S,Fi S�No,�Z E- �-�•. sT``'` °� .`,� -142.2 LBS/FT � ` (7)5/7e'oia a 7-s/fl• 2 x s sm on srF OPTIONAL VENT DETAI� u�tGe �a c°d;;i^e��n�i9ar`e,��o LL UC BOL7 ATfACHED TO JAA1B (N0.2 OR BETIEfl) 6 SGE4iiC�110N5 M'0 N01F5 ,M��T E 2 Mdd�y�r;•^+.>.. f.t��9� 3 ATEA.JAMBBRACNET N.LS. ��4J�}�f�^C^.a� N�7 iitov 1NE IR.Wf�TfE�L0/019�ia.WSFA�NE➢TOm711E 4LITCAL�JA�YKBS�a' RESISTANT €�F� a�pareo¢sab�;90� I� OPTIONAL STpP ME Nq020NTAl J,WB ON NCAU61 REf9VE5 NO POR110N Oi THE tDAO 20 GA CENTER STILE MOLDIN6 T4NSiFtlqm iHO4 ME Doai. ].EAOI Wt11GL.WIB4 REC�KS YNGYVY DF9GN LO�OS Of] �! \ HR0.21D5/1T k -1�22185/R a� J.DOOHS M'D HMOWM[Y1LL B[�CSIGNE0.W�MUfAC1Mm ANU MSTNIEO MM STAN�MDS AS SET�tltM 6Y D�540. TME ME7H00 OF TESTNC WAS IN SUBSTANTIAL 4 DOpI SECna15 91ALL BE TS C/.Yx(.a1Y7 Pq1ID iqlum 11CNT ]67 CpRR7AGf COIIRT VINSt�N-SALEH,NC. E1107 VVV�RLOM � CONFOFMANCE Wi7N THE PROCEDURE DESCRIBm IN ASTM w�w[aa,u wurtr E3J0&E1996,AND DASMA 108 k 715.7HE PPESSURES S SuPPamwo rnNCiuM1 UE�FNrs 9iALL BE omcr+[D � 2o C0.CALY.S7EEL SHOWN ON THE DRAN7NC5 WERE CALCULAlEO USINC ASCE BT A NE.fFllii m PROiF59IXlAL CNWNEEA NP YdNO LOILS MODSL �J850 OAl{SUhAfIT SERIES 1000 ZOOO NDIC�IED VI 11U5�MNV16 W FDDI110N TO OINQi LOMINGS END STILE 7-70 Wi1H THE FOLLOWiNG PARAMElERS(5 FEET OF DOOF MODEL �J800 STRATFORD 9ERIES 1000 k 2000 �/is'o��eo�rser0� WI07H IN THE END ZONE,ROOF AT ANY SLOPEJ; �µp'�usp,�q "��,°,,,,°,�„_15 w�„�o°vx°rv�ASrz uUN°�az a�"�um MODEL �850 HERITAGE SERIE9 5000 k� 000 1/4-20 x 5/B•TRACK N1ND SPEED(MPH 168 152 145 1J0 133 ra1 nErtxEr+Cd av EanvNfAr MWUCIS Fai xtxolo�D MPnovIL SPLILE BOLT FN➢IiIT 2'CALK 57EEL TRACN E%POSURE IEVEL B C C 0 D �•p�ro T'��T��AGf]idl/DOITWA�OOON MU1H5 gff pp�{gry 8Y GRC DAIE 11 8 09 DAAYdNC�IUI�R OR(2)RIVETS TRACK TNICNNE55,OS1' MEAN ROOF HEIGHT 30' 15' 25' 15' 25' ��°�d P�p� r I TRACK MOUNTING DETAIL 6 V/iNp.STMIP POES N07 6iECT MWDLOAO CAPABMIES B �p�pp g� s�c oAt[ u�a/o7 IRC-6009i d30-15—I N.LS. 9@l I OFI'J I • I 'i � �_ — � li � i' �; �, � � � � � A33•GALV STEEL 1NTERIdi IHPRLT VINDW FRAHE WOOD JAMB ATTACHMENT TO STRUCTURE � .033'GRLV STEE�EMERIOR IMPFCT VINDOV�RqHE V/.S•BITE ON GLASS Ii �i�i�c�TE%�E�IISR VSr+bOY�RAME 25 cA S7eEl DOOR SKIN 5/16'X 3'LAG SCREVS STARTING 6'FR�N ENOS THEN 24'O.C.q 1/2'EMBEDMENT) �� 5/16'OVERALL 2%6 VERTiCpL J/!MB ATTACHMENT T�2.OU0 PSI CONCRETE �' 1/8'LLEM AMIEALEO GLASS HILTI KVM BOLT 3/e'%4'STARTING 6'�ROM ENDS THEN 24'QL.C2 1/2'EMBEDMENT) a9o'PvB WiERLAYER H1LTI SLEEVE pNCHOR 3/8'x 2-3/4'STARTING 6'FROM ENDS THEN 24'O.C.tl 1/�'EMBEDMEM) i 1/B•CLEnR ANNEALEO GLASS ITV/RAMSET REDHEAD CTRU-BOLT)3/B'%4'STARTING 6'FR�M ENDS TNEN 24'�.C.<2 1/2•EMBEDMENTd MANUFACNRED HY GUARDIAN �%6 VERTICAL JAMH ATTACHMENT TO H�LL�N C-90 HLOCK SINPSON 1/4'X 3'TITEN SCREVS STARTING 6'FROM EN➢S,USE PAIRS OF FASTENERS � (3'APART)AT 24'O,C.fl 1/2•EMBEDMENT) Ii SUREBONO SB-I90 H1LTI]/4'X 2-3/4'KW1K-CON I1+SCREVS STARTING 6'FROM ENDS,USE PAIRS OF � 3 2 S7RUCTURnI ADF�SSVE �ASTENERS<3'APART)AT 24'O.C.CI 1/4'EMBE�MENT) �' 3.3/16•X 1/2•SCREV-USED TO HILTI SLEEVE ANCH�R 3/B'X 2-3/4'STARTING 6'FROM ENDS THEN 24'D.C,(1 1/�' PASTEN THE STEEL IXTER]OR IMPACT VINDOV FRNME TO I THE STEEL INTERIDR IMPAG7 VINDUV FRnXE. EMBEDMENn(OR,USE FASTENERS{'OR H�LLOV C-90 HLOCIO 7.31/6�'%1/2•SCREV-USED T�iASTEN DECORATIVE PLASTlC MOLOE➢ � vINDOV FRAME TO Tf¢ASSEMHLY �LAGS AND B�LTS CAN BE C�UNTERSUNK TD PROVIDE A FLUSH MOUNTING SURFACE. � i ■PREPARATI�N 0�VOOD JAMHS BY OTHERS SECTION B-B IMPACT M�IND�W DETAi� � F Wa0➢ CONCRETE HOLL04 BLOCK GROUTED BL�L � N.T.S. � STRULTURE STRUCTURE STRUCTURE STRUCTURE � 8 - W � � F� 1/2.'MIN 2-3/4'MIN 1-1/2•MIN 4' 19' TYP,JAMH 3�MIN I� •2 •2 9 •Y J• • � '_' '� � 10-5/8' Z _ — . (', � f' I IMPACT GLAZING FASTENER DETAIL ii N.T.S. pFy pESqi��p,y(F ISµppryS OAiE AY { A IWUAIFD 10 FBC 1010 II/79/Il RIA (� B /D11FD QAIDIC NO7E 1t/20 1 RA 1� B B MAX SIZE ^ sa �\�e1��p��q s�� a� s�.�a• a' ,��S gy �oe e. DESIGN LOAD �� 4 (� t � 3' 20GA. STRUT LOCATED AT THE TOP W€ a``�Q;°'"G�NS�"��d �o +26.7 PSF LL o0 0��,\ F' /p� .� AND HOTTOM OF GLAZED.SECTION -31'6 P� G"��° hO 00� �y��i�p ' ATTACHED W/(2) 1/4' X 3/4' HEX HEAD aa� � � SCREWS AT END AND CENTER STILES �st�onos ,5'�T s`� � �� ; +40.1 PSF E -• � ,�^�/' ��7'�¢ TOP SELTION -47.4 PSF E�",N.`.�j'. vT/11 E O� e«d°� �- sG\' • <Uo° MISSILE E� �`s�tS:i�';F1�p'��=aam 33 RE51 TANT r�F� °�sa��OiVFii�0��'°�� BP . � � l�ca:coeaa3� � ' � � � � a� I, � � � � • (, IN7ERMEDIATE SECTIDN � � � � � 1W CARRGIGE GOURT VINST@!-SALEN.NG 271oe VwrMnaa[m1 I' GLAZING OPTION DETAIL MODEL,�850 OAK SUMMIT SERISS 3000 k 2000 N.T,s, MODEL �800 STRATFORD SERIES 1000 &��2000 � MODEL �B50 HERITAGE SERIES l000 & 2000 �PTI�NAL SHORT PANEL GLAZED SECTION STRUT AND STILE LAY�UT 91E pRAYNBY oac ont[ npa/as du�cllnm� AVAUBLE TRACK CONRGURA710N5 B WEO(m BY �IG DAR II�18�03 IRC-6009—i1i)0-15—I �, KTS sun:ar�s �, I , �, ' " � Ii . ► �' I TABLE 1 TABLE 2 STRUT SPACING(BASED ON RECOMMENDED SEC110N DOOR SECTION HEIGHTS DOOR CONFIGURATION) TOP HEIGHT Btm #2 #3 #4 #5 #6 #7 #8 HEIGHT A B C D E F G H T 14'0" 21" 21" 21" 21" 21" 21" 21" 21" 6'6" 5 1/2" 18 1/4" 36 1/4" 54 1/4" 67 1/2" 13'6" 21" 21" 21" 21" 21" 18" 18" 21" 7' 51/2" 181/4" 391/4" 601l4" 731/2" �3�� z�" 2�" 2�� 1g" �g" �g" �g" Z�" T 6" 5 1/2" 15 1/4" 33 1/4" 51 1/4" 69 1/4" 81° 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" �Z�0" 21" 21" 21" 21" 21" 18" 21" 8'6" 51/2" 181/4" 391/4" 601/4" 781/4" 911/2" ��,6„ 2�„ Z�„ 2�„ �B„ �8„ �8„ Z�„ 9' 5112" 151/4" 331/4" 511/4" 691/4" 871/4" 99° ��0" 21" 18" 18" 18" 18" 18" 21" 9'6" 5 112" 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" J 10' 5 1!2" 18 1/4" 39 1/4" 60 1/4" 78 1/4" 96 1/4" 109 1/2" �0'0" 21" 21" 21" 18" 18" 21" 10'6" 5 1/2" 18 1!4" 39 1/4" 60 1/4" 81 1/4" 102 1/4" 115 1/2" 11' 5 1!2" 18 1!4" 36 1/4" 54 1/4" 72 1/4" 90 1/4" 108 1/4" 121•1/2" 9'6" 21" 18" 18" 18" 18" 21" _-.---� 11'6" 5 1/2" 18 1/4" 39 1/4" 60 1/4" 78 1/4" 96 1/4" 114 1/4" 127 1/2" 9�0" 18" 18" 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" S'6" 21" 21" 21" 18" 21" �� 12'6" 5 1/2" 18 1/4" 36 1/4" 54 1/4" 72 1/4" 90 1/4" 108 1/4" 126 1/4" 139 1/2" 8'0" 21" 18" 18" 18" 21" 13' 5 1!2" 18 1/4" 39 1/4" 60 1/4" 78 1/4" 96 1/4" 114 1/4" 132 1/4" 145 1/2" 7'6" 18" 18" 18" 18" 18" � 13'6" 5 1/2" 18 1/4" 39 1/4" 60 1/4" 81 1/4" 102 1/4" 120 1/4" 138 1/4" 151 1/2" 7'0" 21" 21" 21" 21" --- - � 14' 5 1/2" 18 1/4" 39 1/4" 60 1/4" 81 1/4" 102 1/4" 123 1/4" 144 1/4" 157 1/2" 6'6" 21" 18" 18" 21"' � i •ADDfTfONAL STRUTS MqY HE ADDED TD DODR VHEN GLAZEO FOR CWNTERHALMICE PURPOSES , � TABLE 3 TABLE 4 ' DOOR TRACK ATTACHMENT SPLICE Section Center Stile LocaGon Max Design Loads li HEIGHT A B C D E F G H S Panel Type (Measured from Left Allowed 6'6" 3.5" 21" 39" 57" 70" W�d� Ed e P��tiee Negiti�e � (ft) 9 � (PSF) (PSF) � �� oe� er I� 7' 3.5" 21" 42" 63" 76" A UPoAIFD N FBC 1010 u/7s�t�x I' 7'6" 3.5" 18" 36" 54" 72" g2^ 8'{0 Short,Oak Summit 48.000 29.9 35.4 B lUNDCSAIDICNOIE is ons�n 1 R 8' 3.5" 21" 39" 57" 75" 88" 8'�0 Long 48.000 29.9 35.4 MA%SIZE ° ,�{�BIIAID/sIp !' �s � 9'x 14' �� O� g� �u 8'6' 3.5" 21" 42" 63" 81" 94" 8'�2 Short,Oak Summit 49.000 29.3 34.7 ,a� L. SyE(�,. pP' DESIGN LOAD �^ �� ei 9' 3.5" 18" 36" 54" 72" 90" 100" 8'r2 Long 49.000 29.3 34.7 +26.7 PSF w4 w..�'p�'��,�GENS�c•��"'r,,s�a 9'6" 3.5" 21" 39" 57" 75" 93" 106" 8'4 Short,Oak Summft 50.000 28.7 ;�},O -31.6 PSF aLL ��^; F�� 004 l �h� W-� • �j 1 0' 3.5" 2 1" 4 2" 6 3" 8 1" 9 9" 1 1 2" S'�4 L o n g 5 0.0 0 0 2 8.7 3 4.0 �s r�o n o s Ja e'r� r .;��" ,� 10'6" 3.5" 21" 42" 63" 84" 105" 118" 8'�6 Short,Oak Summit 51.000 28.1 33.3 +40.7 PSF ao M„f,s �� -47.4 PSF g� •;;�• gTl2TE OF .��»s 11' 3.5" 21" 39" 57" 75" 93" 111" 124" 8'6 Lon 51.000 28.1 33.3 'v- •, � ��e-w 11'6" 3.5" 21" 42" 63" 81" 99" 117" 130" 8'�8 Short,Oak Summit 52.000 27.6 32.7 MjSSII.E '� °�,�`"^^J 0�1�?�"�e�� 3 IMPACT E? `°B tSc'`�`:;•��,5, 0�� C,V 12' 3.5" 21" 42" 63" 84" 105" 123" 136" 8'�8 Long 52.000 27.6 32,7 RESISTANT �"F� dO�6u�a�!�aios�a''"5�1 � '° 12'6" 3.5" 21" 39" 57" 75" 93" 111" 129" 142" 8'�10 Short,Oak Summit 53.000 27.1 32.0 i, 13' 3.5" 21" 42" 63" 81" 99" 117" 135" 148" 8'(10 Long 53.000 27.1 32.0 (�]�' ! 13'6" 3.5" 21" 42" 63" 84" 105" 123" 141" 154" 9'�0 Short,Oak Summit 54.000 26.7 31.6 • j� 14' 3.5" 21" 42" 63" 84" 105" 126" 147" 160" 9'j0 Long 54.000 26.7 31.6 ��CNWIAGE fAUFT VINST@�-SALEX,NC e��oe vwuwm�m� MODEL�QB50 OAK SUMbSIT SERIES 1000 kl 2000 NL TftAGK ATTAQIMENT SPAGNG+/-3'ALLOMED YA7H STP OR SPF N0.2 IXi BET7ER ONLY MODfiL�B00 SfRATFORD SERIES 1000 &�2000 biODEL�!850 HERTfAGE SERIES 1000 & 2q00 97E DMYH BY pIC OAIE II/IB/09 L17A�IC Id1�R B aau�er a�c oa�c upe/a� IRC-6009-1�0-15-I s�t a a i! i: � � �, ., �, j