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HomeMy WebLinkAbout15-16201 ' � CITY OF ZEPHYRHILLS � 5335-8TH STREET (sis)�so-oo20 162 BUILDING PERMIT PERMIT INFORMATION LOCATION INFORMATION Permit Number: 16201 Address: 5629 PROSPER CT 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: SUNSET ESTATES Est. Value: Parcel Number: 12-26-21-0310-00000-0770 Improv. Cost: 1,500.00 , OWNER INFORMATION - Date Issued: 4/24/2015 Name: LAMB, BOBBY GENE & G�ORIA Total Fees: 67.50 Address: 3939���W�4'dE S7ay9 �(�r GT Amount Paid: 67.50 ZEPHYRHILLS, FL. 33542 Date Paid: 4/24/2015 Phone: °�'G^'^""- Work Desc: CHANGE OUT GARAGE DOOR 16'X 7 ' SIZE/SIZE CONTRACTOR S ' APPLICATION FEES PREC I N DOOR SERVIC B ILDING FEE 67.50 ��� C� i--- � �- � � � [ � � ��� ' Ins ections Re uired FO TER 2ND ROUGH PLUMB MISC N ULATION 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) condemned 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 pertormed in accordance with City Codes and Ordinances. NO OCCUPANCY BEFO C.O. �� CONTRACT ATURE PERMIT OFFI R PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER : . : . f'—"��.. � - - 6ufldfng Department , ' !. . Date Receiue,d�, �� � � Phone Con,tact fos Permitting '$.�,� �$7�_. �. . �3 Z.6 /� _��) , Qwner's Name C9 � t9 Cl�� �Q w+.1G�• Owner Phone Number .��_� �� t{��+„� . ., � . .. •. .—.� Owner's Address � � �d`a-S .-'t" �-'"�~ ' Uwner Phone Nami�ec�^ i . Fee Simple Titieholder Name �- ` Owner Phone Nutriber . ' • ' � . Fee SimpieTiflehotder Addiess"` i � . . Jfl8 ADDFiESS I 1 . . ' � . ' LO'F�� �.� . � � . ' . , � � . 5UBDNISION. ' ���� t` 'rC!s,�C r'G� < PARCEL.ID# jZ�-� a-i �� C3 C�� ' � � � " ' • {08TAiN�Ei FBQM PltOPEtt'iY TAX NOTlGE) • WdRK PROPOSED ' , ' NEW GONSTR ADDlAl..T C] St�N CJ MOVE CJ I7EMOLISIi , . ' _ B ( {tdSTAl1 � REPAIR . . FFtOPt}SED USE . Q � SFR , ' �- COtu1M 'Q OTHEF2 . , TYPE O�CON5TRUCTlOf+i Q � Si.00EC � FE2AME � Q � STEEL � QTNER —I DESCRIPTION OP WfORK, � Cr��u1 wt ,c.�-'c' - �C�C►r'.�� )C 7." S"�-f- -, /`��l�..1•�I, —s`'"— BUiLD1N�i SiZE " i SQ FOOTAGE�—�] ' 1i�tGHT �,_,____� BUILDING $.. ' ' ��,� - ' ' _ �.. �.�-��S. '�'' VALUAI'{ON tJF TOTI�t.CC1AlSi"RtlCTlOfV . • - � • �"`7""_" - - - Q ELECTRICAL $ • AMP SERVICE Q PROGF2ESS�ENERGY Q W,R.E.C. - . � _ ._.____� - . C] PUJMBIfVG ' '$ I �"� � . � . �' �4 . Q MECHA►�l_ICAL $ ; � ; ' - � � ' VqLUATiON.OF MECHANiCAL iiVST�ILLATtOtd �,� � � Q ., GAS r., , � �, ROO�ING- �Q . SPECiALTY � 'OTFIEF2- , � • . FINISHED F40QR ELEVAT ONS � � FLQOD ZD{UE AREA , QYES' QNO ' • � .. , , i . _ BUIL.DER � - �i� COMPANY � `Gr`St`G�7�( d r ,SC f"i1 r`G� SIGNATURE I ' ��isi�iz� Y N � '�cUR�rsr Y�!N ' Address 7� ' u � /U 4!/e�" ' �3 rG - . � . '. License# ,��^ � . � , ,>z ��E�T�rcuv�.' ` � . � ��°co�u�nr�nr . , . . S1�GNATI'iRE REt',IS7ERED ' .Y l Id : '�F�E CURRENT - Y/N � Addres� - � ' � � � License# � ' - � � i , PLUMBER "' i ` '� .. � r COMPANY ' SiGNATURE � � � ��is,c�tz�p Y/ N E�E CuRRFtiT ' ,Y!N Address � �� "� License# �� �� MECEiANiCAL , . . , � , . ' COMFA[+!Y • SIGNATURE • � � REGIS7'EREq Y/ N , FEE CURREN7 ' Y/N . ' . Address � . . ' . License# � � � t . •. � , � � • . .�. �-OTFIEK" . • _. _.,_. _.:_.__ ' ._ y • • - . SIGNA7'URE ..._�_,.. _.i.. ttEGIS7ERED � Y I N FEE C[1RRENT � • _____ Address ' • ' ' • � . LiCerise�k � ...L � RESIDENTIAL Attac�(2)Pla Plans;(2)se#s of Buifding Plans,(1)set of�nerg'y Forms;R 0=W�Permit�for new constructlon, , , 'Mlnirnum,ten. ,0)working days aRer submittat date. Required onsite,ConstrucUon P{ans,Stasmwater Ptans wl Sil�Fence instailed, r� •� Sanitary.Faclti �es 8�"{:dumps;er;Stt+s Worlc Peanit fo�subdivlsic�r+sflaige proJecfs� -.C�MN!�6�CIAl: ,. _,Attac�ti.{3)_ca Qlete sets of�uildl�g�Plans p1US�'Llfe Safety Page,.(1)set•oF Energy Forms.R-O-W Permit for new constructlon. �Mfiiij�um ten �70)wodting day's aftersuBmittai date. Require�3bnsite,`Construcuan-Ftaris;SYnrmwrat��r ta:►�wt'St;t���r,e-:n��,lis�, � Sani�-ary Faclt.ties S 1 dumpsier.Site Work Permit for a!{new proJects.A!1 commercial requirements tntSSt meet icomptiance ' SIGN PERMlT Attach(2)se�of Engineered F?la�s. , '"`*P�tOPER'tY SURVEY requlred,for all NEI1.U.construction. • � • . Directians: � � � � � � �ill out applicafion co�pletely. • ' ' • -- . . OWner 8�CanUactnT�ign b�cliio�f applicaGan,notasized � - , , if over�254D,a lyoti�ce of Gotnmenaemenk is required. {p!C upgrades over$5004� ""` Agent{€or the contsai:tor)a�F�wer o�Attorr�ey{for#he awner)would be someane with notarized letter from owner aulhorizing same • • • r . OVER TtIE GO!lN7ER PERMI7T! G (Frant af ApplicaBan ONy) • Reroofs Sewers Service.Upgrades A1C Fences(PIot/SurveyJFoa#aga) . �Dtiveiniays-fdoi over'Counter f oR public madways,:needs RO1tV ," � ' , , � o� ° I' , ^� ��1_oeaa4�. �'V ,:'"�'_-�°;�►�,r,�. •:� nc.;-:. .-vC.!;¢<y,Y=�:.a���_ l A x� _ _" 7 .T�,{� v"„n"JY� City of Zephyrhills BUILDING PLAN REVIEW COMMENTS Contractor/Homeowner: �f��C►S 1 p 1J �a0(� ��t;V IC.� Date Received: $ - / 5 - ��,§' Site: S�a,Z g 1�Rb5P�R C T Permit Type: (.'NAN6� Ot1 i QAtZAt�� �00 R, Approved w/no comments. Approved w/the below comments: ❑ Denied w/the below comments: ❑ I This comme t sheet 11 be kept with the permit and/or plans. / `"l ��� �� Kalvin itz - s Examiner Date Contractor and/or Homeowner (Required when comments are present) , . . ... . . _ _ "4!� _ _•.[',"' _ . " . �. , . �.. ' ' � ' " .` - . _ .� . � ........:...::r`:.i�•"tp�'�"^:�'�:`�a°�� ' _ _ , .,::,��:..,< .:i., ..,.... . ..�.�'i•_•�i�:il`:"i;��� ��':�'i�. i.nr.:� . . ���i�.r.�..,.....`���, i.�. . ::..: .vl J�•., ^v....:� •�:'W . . ...�... �...�...,...� � �:...�.��:�a�._.:'�'..::.....�. � .._. ... ._�. w.. ....... ......_..v.._ . �.r_� �W� ��. .i t�� . �. �V..u.�........I..v.r..u.�.L+u.w.s...:�'r'..wwtrinc.ww.. ' 'T �uu n 1 ,> q t—� � ,�::�;.i��,.+.w... �.�e.,—�......�..a...._..,...v. �..ri. a :.' .�.:,:d.:''":dr"" w.ucw.. . ..�...... .._. . ....._s, c � ��:` _._ .. ., �� .. , . .. , ,�;:.,,::,:,� � Accounting&Bllling: 7/ � r� � ,-,;,i;i;,i::`a;;i'; o� PreclsionDoorService OPERATOR YES❑ NO❑ �;�XISTIf1rG�b0'OR;.�:;c ;;�YES�p,;i;';;;s:;NOp�;;;! ' ' 13737Automoblle Boulevard �r'fYPE�.�l iSec� �One:Pc�,'�Y�Woo'� ��� .!,.� 19�846 _ ... . ._ ., ,:�: .. e Cleanvater,FL33762 MAKE MODEL t,��,:,,,;:� `0, ',,d;�,;Steeli'�Q=Fbeigtass' License#'s kaEADR00M::�' ''°�'" '''`!�"�;.' � (888)628-3687 C9806•C10151 HP 3/4 '7/2 RAILSIZE ��� -� °ao emn x�.;�:,-; �;Y.:: - GD13001;%GDI09324/5195 ;FLO'OR:TO�GEILINGY:� ' - - ``"%'�'�w`'�'�'�`"'` , EXTRAREMOTES �;;?;;; ;;y' -+< ;�'t;:. - - :i;�; _ Y; . ... ;YY,`:;.`:�:i.�.:i��r.., i�.ii ���ir���:1ti� t�:'�:iiii.:e.. :.,f:,.t�:��':ri�•i':,,• . �1�. .�;7.'i :.�":."J�( _ __i.�l'�...�:.��i'i. Customer ame KEYPAD :•SP..ECIAL`"`.ORDER� '`:� �'y'� �'Y'' n;:�;'' - �y�' ,Y�5', iNO:. ,.,• �q e� ,. -���,•, ;;r,. .;�..;,, .k�.+=c�`;s.rt:;",�„_ c.�,;,��'�a` - Q 'i'� :il'.. d,- ..i;.�Zj .'2'.�;:'t' .'t�ig���:��,i;�,,r1y.� Le 0 �� �� .0 �_ �`+' SURGEPROTECfOR ,,'^'"`:i,"r�'�''�i:', ,; :� S;I!3.,'.'",} ' � � � � ,v1NSTA4L:DATEf a 4:4'; ��`�?:;`.:a,;;r;;'nilA Ad(1re55 Clty StatO ZIP. '.',I:' riI'j,�„ "i'�,��iNP� .'�.)C�,'d'3a'. �i4.l,�:f2:. ;-911:.:I'C CARBON MONOXIDE SENSOR �'�Theie;is'a,deposit.of 50?/oireqijGa,d on�any:speCi'al;or�erdoof(s).a OPERATORTOTAL �:,.;.;.,;�' ,.. °. ,.. , ;,�;;,,;�,,;.,,:;; ,. (8't�� 1�Q � �(��1 7 � � ��.;" +�:� Allow"2'-3'Wegks':for�airival��� ,,;`" , Home Phone �'-�s 7 Work Phone/CeII Phone - �i�t '',r�`1'!� MODEL � �� MODEL MODEL SIZE SIZE SIZE INSULATED R- Y N INSULATED R- Y / N INSU�A7ED R- Y / N WIND RA ING WIND RATING WIND RATING COLOR COLOR COLOR GLA55 C�N Y Y N ' � GLASS Y / N GLA55 Y / N PERMIT Y / N VV�'�Y PERMIT Y / N PERMIT Y � N YEARS HARDWARE WARIiANTY-RARTS&LABOR YEARS HARDWARE WARRANTY-PARTS&LA80R YEARS HARDWARE WARflANTY-PARTS&LABOR YEARS PANEL WARRANTI`FROM MANUFACTURER VEAR5 PANEL WARRAN7Y FROM MANUFACTURER YEARS PANEL WARRANTY FROM MANUPACTURER TRACK 12 5 LH TRACK 12 15 LH TRACK 12 75 LH SYSTEM /EXTENSION SYSTEM TORSION/EXTENSION SYSTEM TORSION/EXTENSION LbCK �UfSIDE LOCK INSIDE/OUTSIDE LOCK INSIDE/OUTSIDE HAULAWAY / N HAULAWAY Y 1 N HAULAWAY Y / N TRIM N �'� TRINI Y / N TRIM Y / N VERTICAL FRAMING Y / VERTICAL FRAMING Y / N VERTICAL FRAMING Y / N HEApER60ARD 1' � HEADERBOARD Y � N HEADERBOARb Y / N SPRING PAD Y / N SPRING PAD Y � N " SPRING PAD Y / N � N0�` DOOR � xores, DOOR NOT�S` DOOR TOTAL TOTAL TOTAL OPERATOR OPEMTOR OPERATOF 70TAL TOTAL TOTAL � s ' �" TOTpL ° TOTAL ��"E'ST�1�1IaT 'y?iG�REEM'ENT;�;' ToTa� .<.. �.; r;.t�c,ir.:..��.�:,k�r$:�s;? 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I tb u de"fantl't" r"ri':o""e`'ra4dr a'1 avebe�?t'ra1nedo�,�rbrn'rd�feto'`a,Iunb�S�f`hced'oveFhead ara'edoor;:,.�etechniciari�fias!tnfarme m th heKe.; . d ���]:It.has.�been;e�Ep a�ned, Me,��d,�,.,rf,._s„. , h�t ,y,.,p. ,m,Y..h 11 s, ;,.!.�.:. I? .d., -9. .9. Th, S., sto er Igna ure -� - <,:.:.� ,.,...., ,:•:,,�,.;..,.:-�.. •: , ��r,� :.,�,, -:�:< �,:,�:, ::�.. .:t�, . � �.;::-� ,.r_,�.,::.;.;. .. ,, "�, � ,a't'ere'is:no uarantee:drWa�ran .onashatried' �� ,,_.'..,. '.`�".,,.�. C , , ,: , , . ,. .::�� , . ., ,. ;'{i;-;todetectthe;longevelry'aEmy'opeia�oidue.tothlsposslblesfraini;luderst��d.thLh"':: �. p"� ,Y.t9. 4 .;,: 1 ,g. .T, ry /womopetator�ff�not'r,e lacetl'atthetimea( a,ra'edoor,'�; ,;u- - . ..:...:::...::is.;�•�;;r�,.� ..;...: y: -:+�%;,�� r,: - .. . . Da e , ,.:., :. - ,.,: .,,�,. ,.;;;::, �,=;:�:,.�!. �:' . . .:..,. ,' �:.�.: ,:�.:::;.,.,> .,:. b,�s- ` >:e[- - ,,i,;.. ,,. lUndeist dt btm"d$o"rranil'in.o'eratoraret se aratemecfianlsms, ;,sr '<i'=?i1::!' �';`�' -,., � - :;� d.n 6 .Y., Y P. W.P R �';Pr.l„°•;;.-., --�- GARAGE NEEDS TO BE FREE AND CLEAR 6'BACK AND WIDTH OF 1OPENING..IF'NOTTHERE WILL BE A$75.00 PER HOUR CHARGETO IVIOVE ITEMS. SALES TAX INCLUDED! n; WE BEA NY RITTEN QUOTE! �; METHODOFPAYMENT :�.>;:.�i;;r• � ::>,.� ,;°.;,i��;:;:-::;-;t:��: �� ❑Cash❑Cheek ll (MakechecW a ableto'PreclslonDaarService'.Feechar edforretumedchecksJ BIIIIn •Net ��:�.=-�.�-:'�,,'`�e�'`t � P Y 9 9• ,=,TECHNIGIbN::'' c,o -.. ;y,;��v,a..;:-.._ . 'dis.�;..c�_�"...�,� ", ,. 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R� Rlozida Building Code Online " Page 1 of 3 .�.�+... � -� ry .� r"" �,� q..,. � il - . •� . . • c � o , e , i � � �� -�� Flonda Department� BCIS Home : Log In User Registration Hot Topics �Submit Surcharge � Stats&Facts � Publications j FBC Staff BCIS Site Map ; Links j Search { Busines (� Professi n�al � °� PE°au�tUApproval Regulation � Product Aooroval Menu>Produd or Application Search>Aoplication List>Application Detail �, , � FL# FL13521-R2 Application Type Revision Code Version 2010 Application Status Approved F3U�L�TG�t�A.�����r���� Comments ALL A�PLIGABI.��3lJ�L,pING, Archived — ���C'Tk�IC,�,L,PLLJ'tv�iBING AND — �f;�I�I+CAl,Ct?D�S. Product Manufacturer Amarr Garage Doors Address/Phone/Email 165 Carriage Court Winston-Salem, NC 27105 (336) 251-1309 danny.joyner@amar�'.,,er�y������� _���/ ��N�����R�� � Authorized Signature Brandon Gentle � �� brandon.gentle@arrSa�� ���I�� Technical Representative Brandon Gentle Address/Phone/Email 165 Carriage Court Winston-Salem, NC 27105 (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 Ol/01/2015 Validated By Steven M. Urich, PE :k� Validation Checklist- Hardcopy Received Certificate of Independence FL13521 R2 COI Statement of Indeoendence revised.odf Referenced Standard and Year(of Standard) Standard Year hitp:/lwww.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquynOPErOHeedQlXYk15Di4T... 9/18/2013 Florida Building Code Online Page 2 of 3 � 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 Summary of Products 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.adf Impact Resistant:Yes FL13521 R2 II Retail Product Cross Reference Design Pressure: +37.0/-41.0 Chart.ndf 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 Re�ort 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 HVH2: 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.odf 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 Drawin4 7-10 Approved for use outside HVHZ: Yes FL.pdf Impact Resistant:Yes FL13521 R2 II Retail Product Cross Reference Design Pressure: +45.3/-51.2 Chart.pdf 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 Reoort 7-10 sealed.odf . 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=wGEVXQwtDquynOPErOHeedQlXYk15Di4T... 9/18/2013 F'lorida Building Code Online Page 3 of 3 � � Limits 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 HVHZ: Yes FL.pdf Impact Resistant:Yes FL13521 R2 II Retail Product Cross Reference Design Pressure: +29.7/-33.8 Chart.qdf 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.pdf , - Created by IndependentThird Party: Yes � 13521.5 Stratford, Heritage and Oak Dwg. IRC-6016-130-15-I,Thru 16' wide. ' Summit Models 600, 650 and 950 Limits o e Installation Instructions roved for use in HVHZ: No FL13521 R2 II IRC-6016-130-15-I Drawinq 7-10 Approved for use outside HVHZ: Yes FL.pdf ' Impact Resistant: Yes FL13521 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 Report 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 Use Installation Instructions I Approved for use in HVHZ: No FL13521 R2 II IRC-6009-130-15-I Drawinq 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.adf 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 Report 7-10 sealed.pdf Created by Independent Third Party: Yes Back Next Contact Us::1940 North Monroe Street,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Coovriqht 2007-2010 State of Florida. :: Privacv Statement.:Accessibilitv Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records reques[,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395. *PUrsuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for o�cial communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public. 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Product Approval Accepts: � � _cChecY � ' sccun� I http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquynOPErOHeedQlXYkj5Di4T... 9/18/2013 ADJUSTABLE ROILER CARRIER ]46A CENTER NINGE 13 CJ COMMERC7AL ATTA[HED V/(2)5/16'x ATTACI�D V/(4)1/4' 2' ',Pr�^,5 TOP FI%TURE ATTPCHE➢V/ 3/4'8�T 6 NUT PER - ---- •3/4'NE%HEAD SCREVS e HRpCKET .r��ni;p•, t4)1/4' 3/4•HE%HER➢SLREVS A➢JUSTABLE SLIDE HRACKET ATTACNEO � � 4 .A c r�r K�_�Mbm nh6g�� V/(�5/16'z 3/4'B�LT PND NUTS �0 3'20GA.STRUTS ATTPCHED 0 2�GA SKIN<M95W V/(b I/V M 3/4' � HE%i�AD SLREvS RT 13 GA GALV.LOMMERCIAL �� EALH CINTER STILE ' TOP ROLLER HRRCKET ATTPCXED V/U)1/1'H 3/4'HEX FgAD SCREVS SEE PAGE 2 FOR OPTfONnL '''���''"-� SPLICE IRAq(S AT 7H15 LOCA710N PER HRACKET GLAZED SELTIONS STRUT ,���y�,�cy:y W/(4)1/4'-20 7RACK SPUCE i AN➢S71LE LAYOUT STILE STIFFENERS f5) BOlTS k NUTS,SECURE TO JAMB TYPICAL T�P FIXTURES �I LOCATED IN XINGE HW.E(S) YI�7ry(3)5/16'OIM X 1-5/9' � N.T.S. 1 � �� ON TOP SECTION�Y ' SEE(TnBLE 8)@!PPGE 3 FOR S TYPICAL CENTER H1NGE /L \ H��ES FOR S7RU7 LAG BOLTS FEL�HlfENDED SECTION L@lP1GUR11TIBJ p N.T.S. p77qC1RfENT qP STRUi 1 is REOltmew 5 (7)5/16'DIA.x 1-5/8° wPUC� LAG BOLT ATTACHED TO JAMB 1�,{:'��'r.yy�-;�� A7 EA.JAMB BRACKET . . .� T�r Y � � � (TOP) as :� 12 GA.GALV.STEEL JAMB BRACKETS �1HOSS1£MS � I END HINGE ATTACHED W/(1).7/4'-20 �S�r 3 F O 14 cn. � 7RpCK SPLICE BOLT&NUT TNROUGH (TryROUW N TYPICAL STILE STIFFENER�1 � OR(2)RIVETS N.T.S `� E Z 4 D I� -f rvo cz�wvs oF n+a��a> e � VENfS EOUFLS IS S0.1NCHE5 3'n 20 GA STRUTS OP VENTRLAR@L p�ppt SECT3�N 6 (EXCLUOING 70P) H W ON TOP SELTION A �__ � i�__t�__i 1 i A . --- — ,nI• � A �°-I SEE 7nELE 4 or�rnGE a� J- LSEE(TABLE 3) ON PAGE 3 pBt STILE PLACEHENTS EE RAeLE D PAGE 3 0 FOR STRIR SPACING � F�R JAMB HRACKET SPACING � 16'-0'MA% OTTOM BRACNEf VENTS PROVf➢E 70 aq Irv ARACHED INSIDE ELEVATION cez aa�.FOa oPr�owv- �/(a)i/4'.3/a' TRACK CONFIGURATION FOR 6'6' UP TO 14' TALL DOORS - N.T.S. VENn OP UNOBSTRUCTED Hc%HEAD SCPEWS N.T.S. AIR FLOV EACK ^ �PTIONAL VEM DE7AIL/ r ` N.T� ° o C0ryL STE�.REfAINEfi '�""'�'� 19 GA Etm HINGE 3'20GA STFiUT W/CONT.BTA1 SEAL .cl2:Ly��� ATTAtl�D V/f2) ATTACHED V/ L4'x 3/�' (y 1/4'X 3/1• fffV UfSfAP1YWOFIff190N5 UAIE BY HE%lffAD SLREVS HIX HEAD SCREVS A LPUAIFD TO FBC 1010 �� �� 3•20G0.STRUTS AT END AND CENTER BOTTOM BRpLKET CECTION A-A SIDE VIEWI RTTACHED V/(2) STILES II G0.THICK ATTALXED � B ��C NDIE �1Ia��RN 1/�'x 3/�'HE% m 14GA ROLLER CARRIERS ATTACJiED � V/fJ)1/1•%3/Y N.T.S HEAD SCREVS AT 10 ErID STILE V/(27 1/4'v 3/4' 0 NEX HEPD SLREVS ERCH EPID STILE HE%EFIEPD SCREVS PER CARft1ER •INTERIOR OF GARAGE 6A 1NDI7H �',a' ������°���SHE��°�0� �z g 14'HEIGHT ♦ �-. (lf/� O �u .�ans:.ra o Ro x �� a° $,.......,,�tc e e•10 BPLL STEEL OR �,� MAK WI07H 1fi'0' ��ro vo+,4,nF;••�GENg„• �ee�.3�a �+��nr.�ir�'n cxt inim�ra��J d� ^��° y 7i�:d' 10 BALL NYLON Rm.LER ra� • ' V/Y S7EM DESIGN LOADS--�, .°a h� NO a � ��{ ^ - 2'10 HnLL STEEL OR +25.6 PSF °d � • � G TYPICAL END HINGE / , !0 BALL NYION ROLLER �{y. n,�' e� V/S•STeH DESIGN LOADS� -29.1 PSF �•W �µy ; �,'� N.LS 3 +204.8 LBS� SEE NOTE 2 ��° " � TYPICAL BOTT�M BRALKET -Z328 lB5 lEST LOAOS � ,9-al :��� N.75. +38.4 PSF �� �11 O gZpTE OF .w� ��)e/m•oia.�-s/e• 4 SPECIFlCATONS AND NOTES -'I3.7 PSF �-� $, e� `•�o°eg UC BOLT ATfACHm TO JNAB J � � ° ��•`��� AT EA JA1.18 BRAIXET 2%8 S1P OR SPF 1.ALL THE LOAD FRON 7HE OOOR IS TRANSV'ERRm TO THE YERTCAL 7NACK, MjS�$,�E E� '`•S�'��R��'��'a�w y (N0.2 OR BfllQi) L A R G E �M I S S I L E FROM THE 1RACK 7HE LOAD IS TRANSFFFRED TO THE VERTCAL JNIBt IMPACT �E �e es'f 4t�lFl.Eao�° gS THE HORIZONTAL JAMB OR HE/�ER REC�VES NO POR710N OF iHE LOAD RESISTANT „FL da�168 GtlL706 s� 20 GA CENTER STiLE 7f1AN5FERVREEfD{ FRON THE DOOR. I M P A C T R E S I S TA N T 204 BHLBS/Ff A&J�2320E�S�MAIGMUM D61GN IAADS OF: �%/ �I"YY�/Y 7.DOOPS AND HAROWARE VALL BE DESIGNED,MANUFACTURED �I.l/L� AND INSTALfED PoTH STM'DM�S AS SET FORTH BY DASMA THE METHOD OF TES7ING WAS IN SUBSTANTIAL <.DO�i SECTIDNS SHALL BE 7J GA MIN.(.019')ROLLED FORMm I1CHT �6�rq��pGE COIINi VINST@!-SRLEM,NG zna� CONFORMANCE WIiH THE PROCEDURE DESCRIBED IN ASTM CONMERCIAL QUAU7Y x0 cA.CnLV.siFa E330 dc E7996,AND DASMA tOB&115.7HE PRESSURES 5.SUPPOttiu+C StitUCNRN.ELEM[N75 SHALL BE DES�CNED MODEL�850 OAK SUM�IT SERISS 1000 & 2000 END 5711E BY A REGIS1fiE0 PROFE550NAL ENCINEEfi FOR PoND LOADS SHOWN ON THE DRAX7NGS WERE CALCULATED USING ASCE 7/16'DIA.BOLT REUINER INDICATED ON iH15�RAN1N0 IN ADD1110N TO O7HEfl LOADINGS MODEL k800 SfRATFORD SERIE O 1/4-20:5/BTRALK (1)PER ROLIER 7-10 1N7H THE FOLLOWING PARAMETERS(5 FEET OF DOOR e.AMAfiR UANUFACNRES AND DISTRIBUIES GARAGE DOORS UN�Efi MANY 3i0DEL �JB50 HERiTAGB SERIES 1000 & 2000 SPUCE BmT AND NUT SNDTH IN THE END ZONE,ROOF AT ANY SLOPE�: BRAND IABElS.PLEtiSE SEE AMAliR-MANUFACNRm PRIVATE LABEL CHMT OR(2)RIVETS 1'GALK STEEL iRACK 1MCK iHICKNESS.063 H7ND SPEED� MPH 168 152 145 13B 133 FOR R6QiENCE OF EWIVALENT PRODUC75 FOR HINULOAD APPROVAL qg pp�yp gy gryG OAtE 11�I7/W IXIAMEHC MIIBEA TRACK MOUNTING DETAIL EXPOSURE LEVEL B C C D D 7.REFER TO TABlES ON THE PAGE 3 FOR ADOITIONAL DOOR K1DiN5 N.i.s. MEAN ROOF HEICHT 30' 15' 25' 15' ZS' &PANEL STAMP DOES NOT EFFECT HiNDL0A0 CAPABIUTIFS. B G¢4QD BY f8f DAff 11/IJ/�9 IRC-6016-130-15-I .. 9¢Ff 1 OF 3 . , -WOOD JAMB ATTACHMENT TO STRUCTURE �%6 V RTICA AMB ATTACNM NT TO WO�D FRAME�TRL�GTL�RE 033•GALV STEEL INTERtoR InPACT VINDOV FRnME � 5/16'X 3'LAG SCREWS STARTING 6'FROM ENDS THEN 24'O.G C1 I/2' EMBEDMENT) .033'GALV S7EEL Ex7ERIUR IMPn[7 vINOOV FRMtE V/s'eITE ON GLASS HILTI KVIK�HOLT 3/8'%T4'STARTING 6'VFROMcEN➢S'THEN 24'O.C.<2 1/2'EMBEDMENn 7T NILTI SLEEVE ANCHOR 3/8'%2-3/4'STARTING 6'FROH ENDS THEN 20'O,G CI 1/4'EHBEDMENT) n�LDEOTEZ�EfPt�o�}tSTVSNLoY�FFln�ie ITW/RAMSET REDHEAD(TRU-BOLT)3/8'X 4'STARTING 6'FROM ENAS THEN 24'D.L.<2 1/2'EMHEDHENi) 25 GA STEEL DDOR SKIN a%6 VERTICAL iAMB ATTACHMENT TO H�LL�W f:-90 ALOCK S/16'OvERALL SIMPSON 1/4•X 3'TITEN SCREWS STARTING 6'FROM ENDS,USE PAIRS OF FASTENERS f/8'CLEFR ANNEALED GLASS • C3•APART)AT 16'O.F<1 1/2'EMBE�MENT) .A9o'PVe 1NfERLAYER HILTI 1/4'X 2-3��'KVIK-CON]It SCREHS STARTING 6'FR�M ENAS.USE PPIRS�F 1/B'CLEAR ANNEnLED GLASS FASTENERS C3' APART)AT 16'O.G<l 1/4'EMHE➢MENT) � HANUFACTUREO BY GUARDIrW • 2 X 6 VERTICAL IpMA ATTACHMEhT'T�CRf7LiTE0 C-90 AI I1CK C?000 Pc� f,ROLR) HILTI SLEEVE ANLHOR 3�B'%2-3/4'STARTING 6'FROM ENDS THEN 24'�.C.CI 1/4' uReBOrm SB-t90 EMBEDMENT)(�R,USE FASTENERS FOR HOLL�V C-90 BLOCK) 3 2 STPUCTURAL ADXESIVE ■LAGS AND BOLTS CAN HE COUNTERSUNK TO PROVIDE A FLUSH MOUNTING SURFACE� 2 3/I6'%1/2•SCREV-USEn 70 ��pREPARATION OF WODD JAMBS ITY OTHERS FASTEN THE STEEL E%TERIOR IHPALT VINDOV FRANE TO � 7XE StEEL IH7ERI�R IMPACT VINDOV FRAME WODD CONCRETE HOLLOW HLOCK �OUTED BL�L � a 1V69'%1/2'SCREV-USED 70 fA57EN DECORATIVE PLRSTIC M�LDED STRUCTURE $TRUCTURE STRUCTURE STRUCTURE � VIN➢W FRAME TO T15 ASSEMBLY � li i W SECTION H-B IMPACT WINOOW DETAIL W N.T�S. IF-i I 1/� 2-3� 1-L2'M1N 9" 2X6 JAMB TYP. 3'MIN 18-1/8' •2 •2 4 •Y J• • r - �a-sie• Z , � pty CFSQIp�py(f I�YgOtS DAIE AY A lWUA7ED 70 FHC IlAO II I IUR B fdqED CiABiC N�IE 01 J IdA IMPACT GLAZING FASTENER➢ETAIL MAX SIZE oa���°p11��n��°b� �v N.r.s. ia'HEIGHT �� �aa�,c��-. SHE(�Fiee� -� �oornxex:xr °� .eq`�•Q:v�GEP11$l�"°q�Z.�,�e wcHr�u�''ur��iw�a'i � m Z��PI O 00 9 '�p DESIGN LOADS�� ° • '��.�. B B +25.6 PSF W d e'�^ 1 ; ✓a; -29.1 PSF �� ^� �Q�qP lEST LOA05 �� � $'�ATC- OF .u/�g +38.4 PSF s �:� •<C!o+ -43.7 PSF �� .r..+'.'os O R 10Q''��e��y� MISSILE �y �d�BOS�OPdP�e-�`���e, �^� 3 IMPAC7 �N F� °�aeqaaaoo`8q°a �a TOP SECiION RESISTAN7 3'20GA.STRUT L�CATED AT THE TOP AND 80TTON OF GLAZm SECTION � y�771 _-- ATTACHED V/(?�I/�'%3/4'HEX � / j�" {EAD SCAEVS HT E1ID AND CENTER W � � � ► � • STAES 2 @ � � � � � IW CMRIAGE CWFT VINSTpN-SALEM,N.F E]I0� " MODHL �850 OAK SUMMIT 3ERIE9 1000 & 2000 IrrteRM�WiE SECtION MODEL �µBOO SIRATFORD 9ERIE9 3000 & 2000 MODEL �950 HERITAGE SERIES 1000'& 2000 OPTIONAL SHORT PANEL GLAZED SECTION STRUT AND STILE lAYOUT g(E pp�pNgr @IG DA1E tl/13/U9 qUN41CNA�A �VNIAeIE IRAIX CQVAWPMIONS 8 a�«m er WT DAIE u�s/o� IRC-6016-130-15—I k*•� �cr s a a . , TABLE 1 TABLE 4 TABLE 5 s«uo� Mat Des� �OOR SiRUTSPACING BASEDONRECOMMENDEDSECTIONCONFIGURA'f10N TOP sttu,,, co�ieswa�ouw ���p�� HEIGHT A B C D E ( F G H I J K L M N T pena ryoe eaiiad°oin�an Edge qy��Panu iyce P�ttno r�w,� INIEN 7al 2st 3M dih 6IA ��) (pSF) (PSF) 6'6" 5 V2"18114"25 1!2"361/4"43 1/2"541/4" � 67 1/2" (al MI M) M) M1 (�+) �o•:o snon aaa aso T0" 5 V2"181l4"25112"331l4"461/2"60114" �g�/p�� to•a snon ne,ai �i.ss �oqo �ony 4o.e ns.6 T 6" 51/2"15 1/4"22 112"331/4"40 112" 511/4" 581l2"691/4" 81, io�,o w� �o.ao eo.00 eo.00 �o•o oaK summn ao.s as.e 10'0 Oek5umM130.03 80.00 E9.38 �y�0 SMM1 39.1 38B 8'0" 5 1/2" 1B 114"25 1/2°361/4"431/2"541/4"61 1/2"72 7/4" 85 1!2" iz;o snw aae>>zro B5.79 �z•lo LonB �.� 3e.e 8'6" 5 1/2'18 114'25 7/2"391/4"481/2°601/4"671/2"781/4" 91 1l2" tzio L �8.83'200 ea.ae �z0 oaksumm�t 7a.t 3&B 9'0" 51/2'151l4°221/2"331/4"401/2" 511/4' S81/2"691/4"761/2" 871/4" 99' 1zj2 �Sn�m1149.��� �� 7x's snon a3.e 3e.2 9'6° 51/2'181/4°251/2°36 1!4"43112'54114°67 112°72 1/4"79 1@" 901/4" 103 1l2' iriz � so.oe n.ao es.e� i1•a w �.s ae.s ����° $�/2��8��4"ZrJ 1�2�39�/4�46�12'60�/4"67�/2"�8��4°B�J�/2" 96��4° ����2• 1Y'2 Dek SunMl 4BA9 77.00 BB.BO 17!2 Oak Slmlmlt 33.8 3B.R 121< S�at fia.el 7�.00 9�.39 1T�4 SIaM1 3J.1 37.7 10'6" 5112" 181/4'251/2°391l4'46112'601J4"67112"811/4"881/2"1021/4" 1151/2" iz:a s�.ae�+.00 ee.ez is�a �o a'f.s a�.� 11'0" 5112"181/4'25112°361/4"431/2°541f4"611/2".721/4"791/2" 901/4" 971/2'' 1081/4" 121112" +zl< ow�sw��aiae.ei �a.00 88.18 ia�a oatsummn aax a�.� 11'6" 5 1/2" 781/4"25 1/2'39 1/4"461/2"60 114"671/2°78 1/4"85 1!2" 96�1l4" 1031/2" 114 1/4" 127 1!2" +z;e snw w.ai�s.ro 88.33 i2�;s snon az.� a�.s 17 B La 51.11 76.00 90.83 t7 8 L 32.7 37.I 12'0" 51/2"181/4"251lZ"39114"461/2"601l4°671/2"811/4"881/2"1021/4" 1091/2" 1201/4" 1331/2" iz�e OakSunM�50.59 75.00 as.aa i2's OakSUmmlf az.7 a7.s 12'6" 51/2"181/4"251/2°361/4"431/2"541/4"611/2"721/4"791l2" 901/4" 971/2" 1081/4" 1151/2" 1267/4"1391/2" iz�e snon st.e>>s.00�aa.a3 7Ya short 32.3 38.7 13'0" 5'1/2"181/4"251/2°391/4"481/2'601/4'671/2"781/4"851/2" 961/4" 7031/2" 1141/4" 1211/2"1321/4"1451/2" +zie �o sz.ia�s.oa se.eo ira� �0 32.3 se.� 771e Oek SianM�51.]7 T8.U0 100.89 77iB Oak Surllrlilf J2.3 38.7 13'6" 5'1/2"181/4"251/2"391/4"461/2'601/4"671/2°811/4"881/2" 1021/4°1091/2' 1201/4" 727112° 1381/4"151'I/2" +r,io sron 52]5 7].00 101.]6 trio s rt 31.D as.s 14'0" 61/2" 181/4°25112'391/4"461/2'601/4'671/2'81 1/4"881l7' 102 1/4"109112" 1231/4" 1301/2° 1441/4°157 1/2" +rito � � w.�o n.ao+oo.eo tz io �oos a+.s 38.Y 1710 08k SunM 62.OB 77.00 701.8, 7Z 70 Oak Smnmlt 31.9 38.4 •ADDRIONAL STRUTS HAY BE ADDED TO D�R VI@N GLAZEO POR LOUN7ERHALANCE PURPOSES 13:0 SMl 61.00]8.00 103.OU �g�0 ' SAaI �11.5 35.8 13';0 W.10]fl00 101.90 �g.0 LAng J1.D 35.8 17'�0 Dak SunMt 6281 78.00 703.18 �3'0 ak 51mlmlt 7.5 35.8 17iY Sliari 5l.W 7B.W 704.00 13'2 �.70 78.00 10280 13'2 SMti �7.1 35.7 17R OekSunMt W.68 78.00 104.44 '13'!2 La 37.7 35.3 t7�4 5harf 50.40&/.00 105.60 13',2 Oak Summlt 91.1 35.3 13'4 Lon 54.80 80.00 705.10 13'4 SIIOM1 30.7 3C.9 13'14.OakSUmMt54.77 BO.00 705.89 13'14 Lo`g �0.7 34.9 73"8 Shdl 65A0 01.W t06.B0 iT�4 Oak5ummli 30.7 30.8 779 65.80 B7,W 70&70 13'I6 S�pft 30.3 34.4 1J'IB Oak3ummllbS.OB B1.OD tOB.89 13'{8 LA 70.J .3AA 77!8 S�al 68A0 8200 iW.80 73'{B Sunmll 30.3 34.4 73'B LDn fi8.83 8200 1 W.38 1319 SIM 38.9 34.0 7J'i8 OakSUmmli&5.81 82W 108.78 73'B 7B.B �4.0 13'10 Sl�olt 67.16 BJ.W f06.71 13'� Oak Sunmil 29.9 3C.0 73'110 L 57.77 83.00 108.83 13'70 SIM 20.9 33.8 TABLE 2 TABLE 3 ,�,,00�5����.��.�,09.� ,3�,0 �.e �.a ia�o snm 67.18 80.00 110.11 ���io oaicsunmit se.e a�.e 74'IO Lon 58.83 84.00 109.38 . 74'10 Sharl P9.2 332. DOOR 3ECTIONHEIGHTS DOOR TRACKAITACHMENT SPLICE ia•�o o�s�mmus�ai 81.00 710.89 �y„o � z93 �z HEIGHT A B C D E F G H S �<'z snan ee.as as.00 in.at �4•io oeks�mmit zs.z aa.z HEIGFIT Btm #2 #3 #4 #5 p6 #7 #8 ta�iz �w� se.n asoo�m.ea �a•iz sran ze.s az.e 14'0" 21' 21" 21" 21" 21° 21" 21" 21' 6'6" 10" 21° 39" 57" 70" ta•IZ oek summn 5e.oe es.00 ttt.sa trtV DFSa�ilcN af�t1�tvW5 DAIE BY i<'4 S�wl 6B.18 88.00 172]7 14'IP L Y&B 32.8 13'6" 21" 21" 21° 21° 21"' 18" 18" 21• 7' 10" 21" 42" 63" 78" ta'12 oac swnm¢ 28.9 ax.e A UPoAIEU N FBC 201D Il I IER �a^.a �on co.��eaoo i�i.ea 14'I4 snac ze.s �za B AWFD&AIDICNOIE 01 /IJfdR 7'6" 10" 1B' 36" 54" 72" 82" 79'�4 oa�csw�mnsaei es.w��a.ie 13'0" 21" 21" 21" 18° 18" 18" 1B" 21° 14'4 ze.s sza 7a5e snon 69.88 6�.oa tta.at �ya oaks�nnmlt 7e.s Jz.a MAX SIZE - 90 sIp '�^c 8' 10" 21" 39" 57" 75" BB° suieeeoc 12'6' 21" 1B" 1B" 78' 18" 18" 1B" 21° 14'i8 � e�.iv ezao��zea ��0 � ,. 8'6' 10" 21° 42° 63" 81" 94° 79'.8 o�sw�muse.es ezw i�a.aa iays stwt za.z a�.t �6'vAn7H e� � SHE�n s ""' 12'0" 21" 21" 21° 21' 21" 18" 21' w 14'NEIGHT v 5,.�•••••..� c is,e snon w.se eaao i+sa� 14'i8 �o� �ze.s azi ♦ ''e z 9' 10" 18' 36" 54" 72" 90' 100" ooxu�axr �� n° �P GF_N ° 'Q s,. 2. 11'6" 21" 21" 21" 18" 18" 18° 21" i . . . . t47s oak summn se.2 3xt f���ro 0o pC;'�,\ ' �j sd�g e 9'6" 10" 21" 39" 57" 75" 93' 106" , umm� . . ta e srarc s�.e a�.� rvar uwr�nws) Z ,2 d S 11'0" 21" 1B" 18° 18" 18" 1B" 21" � ,�,��e; � ia�m snon e�.ze es.00>>esi . . d�q P�0�4�7��';��V 10' 10° 21" 42" 63" B1" 99° 112" DESIGN LOADS 10'8" 21" 21" 21" 21" 21" 21" te'Ito �on as.eo^at3o e5.00^fl0.]0 13Y.40 ummi . . +25.6 PSF W a m�y= , ;ir.� 10'0° 27" 21" 21" 18" 18" 21" 10'6" 10" 21" 42" 63" &4" 105" 110" �a�im oo s�mmu ei.ae ee.00 ne.ea tq�to smn s�.e 91.3 � , 1610 S M 87.84"T6.B7 80.00 MO].W 117.84. 74'110 Lo Y7.8 1.7 -28.7 PSF ��� 9'6" 21" 10" 18" 1B" 18" 21" 11' 10" 21" 39" 57" 75" 93" 111" 124" �so i� ee.w ree.�a eo.00�+�iao».ao 7esT Lonos �. °b, :��a _'_'� 74'10 Oak Simlmll 47.8 J1.J �r 9'0° 18" 18" 1B" 18" 18" 18" 11'6" 10" 21" 42" 63" 81" 99° 117' 130". iso oo�s�mmnaa.a�^si.e� eo.00�itaieueae �sio smrt s�a st.o +3&4 PsF &� w �, S�eifE OF t�u�� 8'6" 21" 21" 21" 18" 21„ - 12' 10" 21" 42" 63" 84" 105"123" 136" �s�z smn eaee•7e.es ei.00•ios.n ve.s� ts�lo i.o s�.a 31.0 -43.7 PSF � �•.nT .a.o°ez 12'6° 10" 2 1° 39' S7" 75" 93" 111"129° 142° +s•a tmi azeo^w.aa evoo^nxm ix.ao � OQ'�\�a 8'0" 2 1" 1 8" 1 8" 1 8° 2 1" i er z o�s�n x.i a•e z.s e e+.o o^n e.4 e i a.e e �5':0 oaks�umm� zi.� za.� tAttcE „� �✓o�5i°•,O�11�,r�y voe �3 T 8" 18" 18" 18" 18" 18" 13' 10° 21" 42' 63" Bt" 99° 117"135° 148" �s�a Si.o��y azu�s.�-aa�o�o^i�aaa iae.�s �5`z �orq 2�.o w.e iM�P ACi � `,GSg 8p�et�E�i+��0'0 a� r�° 2�° 2�" 21° 21' 13'6� �0� 2�� QZ" 63� �� ��5"�23��4�� �54" b'14 OOkSumm1171.Gt"83.31 9200 M?A.69748.38 �5':2 OekSumml� 71.8 2l5 RESISTANT „FL °� 6'6" 21" 18" 1B" 21" 14' 10" 21' 42° 63' B4" 105"126"147° 160" �s•ie snon ae.ee res.ai w.00^itB.78 13B.7B +s�a snort za� 30.3 �,�� 16`B Lan 47.W^10.30 W.00^775.]0 139.40 �5�4 26'� .3 � ALL iRAIX AitACHYENT��tlNO+/-IA'NLOYhD MM SlP Ofl SPl N0.3 OX BETIEN DNLY 16'i8 Oek Summll 47.�2"70.21 ti1.00 M76.70 138.68 5'4 Oek Simlmll 21.6 I4.3 15'B ShOM1 47.82"]O.B1 87.00"17.1B 140.]B 15'6 SMR 78.4 30.0 16'8 Lon �B.BO^77.30 9E.00 MiB.70 139.40 15'8 Lo 28.4 �•0 {60 CFRRIPGE CWRT VINSiON-SPLEM,N.F 27107 15'IB OekSmnm114B.02"77.07 87.00 M1B.887dB.88 76'8 OakSUmmll RB.4 •30.0 is•no snon aeez^�i.e+ee.00^t7a.ie fatae ts'!e shat ze.t Ze.� MODEL �860 OAIC SUMMIT SERIES 1000 & 2000 is m �on aai7^�s.oe ss.00•m.ez uo.ea is^�a ��n �&� �°•� MODEI. nB00 STBATFORD SERIES 1000 &2000 16110 OMSirtnmlt�8.82^i1.Bf 85.00"11&tB 1�1.]B 'IS"8 OatSivnmil 28.1 28.7 1r is��o snort as.sz^ns�sa.oa"779.78 1d278 is•no short zs.e 28.4 DiODII.�850 H&RI1'AGE SERIES 1000 & 2000 te�;o ca.ca^n.�o ae.oa"118.70 741A0 �s;ia �any zs.e ze.a ts��o oe�summu aaa�"rl.zt ee.00•77a�e tu.6e is'70 Oac Summn 2s.a xe.a � pRAW BT � OAiE 11/13/09 DAANINC tGA�FA �•SOieaaonotneeamEeNnoaE � 1 __ 78'0 SMrI 25.8 Y9.1 ' _. ...._. �6•�0 �o„g z5.e ze.� B a¢am e�' �r oert upa/m IRC-6016-13�15- 76'Ia Oak Summtt 15.8 Y9.1 y�7��j