Loading...
HomeMy WebLinkAboutSUBMITTED PAPERSPermit Ivuznoer: _`_ St. Lucie Cc,, -.� )ty - �� l ` (gyp? SCANNED Building & Zoning Department By 2300 Virginia Avenue St LUCIG County 772-462-1 53 Fort Pierce, FL 4982 APPLICATION FOR REPLACEMENT OF WINDOWS, SKYLIGHTS, DOORS & OVERHEAD GARAGE DOORS SEE REVERSE SIDE FOR INSTRUCTIONS DATE: 1. LOCATION/SITE ADDRESS: bn S . t_A't _-e k'(y 2. PARCEL ID NUMBER: 14 -7, -7 — "70 I O l a o op _ S 3. DESCRIPTION OF PROJECT OR WORK ACTIVITY: &Pk6z►lxtr poor, 4. TYPE OF STRUCTURE: SFRy MOBILE HOME OTHER 5. OWNERS INFORMATION 6. CONTRACTOR'S INFORMATION Name: yf_esk ! 'C 'h S Address: bi2�J� City: -F OT P 1 P R W5 State: Zip: Phone: 712 Z— FL Reg/Cert #: CJ?�C, t?S t'aa $ County Cert #: Z,J 1 qq Business Name: 1jAR'TrJyq $Jitp..lb Windows, Swing Doors, Skylights, Fixed Glass Opening Design Pressure A.S.C.E - 7 Design Pressure Product Manufacture Model # Method of Attachment # Florida Product Approval # 120 mph 1130 mph 1140 mph Windows & Skylights Exposure B Exposure C Overhead Garage Doors < 30' - F.B.C. Table 1609.6 (1) + 1609.6 (2) B- Size pA�tuJ 5/$,� x 5 t Obl1 t A C- Size 7. VALUE OF CONSTRUCTION: $ bOD FEES DUE: 0 V RECEIPT: / o(cp TV OWNER'S AFFIDAVIT: I certify that all of the information contained in this appli >o is co e t and t t lI work will be done in compliance with all applicable laws regulating constru PRINT QUALIFIE 3/0 ERS NAME SIGNATURE OF QUALIFIERIOWNER STATE OF FLORIDA, COUNTY OF ACKNOWLEDGED BEFORE ME IS DAY , 20�, BY �r�''(�Ii'O IS PERSON ME OR WHO HAS PRODUCED AS IDEN ATION. SIGNATURE NOTARY TYPE OR PRYT NAME OF NOTARY TITLE: NO ARY PUBLIC COMMISSION NUMBER k9 AUDREY B. HUMPHREY MY COMMISSION # DD 633o47 BcndE PIRN : MPuch 6, 2011 ,,: _ Untlenvdters ST. LUCIE COUNTY Vinyl Siding NOTICE 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 []Attach 2 copies of the NOA or Florida approval with details to the product being used. INSTRUCTIONS Please complete all information in the space provided. All information must be Printed (use black or blue ink only) or Typed. This application for replacement of Windows, Skylights, Doors & Overhead doors to be used for only those activities that are not otherwise included under a primary building permit. This application for Permit may not be used for any activity that includes any type or kind of structural alteration. Building activities involving structural alteration, in addition to the replacement of Windows, Skylights,. Doors & Overhead doors, must be permitted through the regular building permit review process. The information to be provided with this application includes: 1. LOCATION/SITE ADDRESS: .............................................. Indicate the street address, or general location, of the property on which the building activity is taking place. 2. PARCEL ID NUMBER: ........................................................ Indicate the Property Tax Identification Number for the property on which the building activity is taking place. 3. DESCRIPTION OF PROJECT OR WORK ACTIVITY........ Briefly describe the building activity under permit application. 4. - OWNERS INFORMATION: ................................................. 5. CONTRACTORS INFORMATION: .................................... 6. VALUE OF CONSTRUCTION: ........................................... Indicate the name and address of the owner of the property on which the product is to be installed. Indicate the State of Florida (if applicable) and St. Lucie County contractors registration numbers, and the name of the business doing the work. Indicate the total value of the work to take place. Total cost of construction includes all material and labor costs associated with the building/construction activity. The value of construction is used to determine the amount of permitting fees to be assessed. St. Lucie County reserves the right to question and/or modify the indicated value of construction if it is demonstrated that the submitted figures are not consistent with similar types of construction. All applications for Permits are to be submitted to the St. Lucie County Building and Zoning Department, St. Lucie County Administration Building, 2300 Virginia Avenue, Fort Pierce, FL 34982. All applications for Permits must be complete and filed with the Department no later 4:30 P.M. each business day. No applications will be accepted for processing after 4:30 P.M. For assistance in completing this application, please contact the St. Lucie County Building and Zoning Department, at (77.2) 462-1553, during regular office hours (8:00 AM - 5:00 PM), Monday through Friday. Following the issuance of this Windows, Skylights, Doors & Overhead doors replacement Permit, the scheduling of all required inspections may be made by calling (772) 462-1261. SLCCDV FORM NO: 006-05 Ar Filu Edit Yeas Bookmarks Tools Window Help Lw: a (co: Q Q Q as rw% V 4. EO1:232 (ems I x°Y o ':' ^ Basemap Markers 7 �: o ' 0.70 Lj OFGghfighter '�, �lj j 4�.; •{# j 0 U Basemap Markers i 0 O County Boundary 01 El Overlay Zones a ❑ Sections U 0 Historic SWctures_ 3 Address Master Cy ❑ Ksc Addresses I O- ❑ Hydrology Names j G! ❑ Road ROW Dimensic i CR ❑ Lot Lines i L+ ❑ Block Numbers Anno CJ O Lot Number Anno ©❑ Parcel Dimension An it ❑ Managed Care FaoTi 0 ❑ ROW O Major Roads 1 p R Streets .J ❑ Historic Sites IT❑+ El Hydrology ❑ Annexations {t Ls ❑ Parcels :;❑ Hood Zones Petitions ! _ ❑ Airport Rurnvay p ❑ Parks &Preserves % ❑ Site Plans - 9 Future Land Use a O Zoning UA mdzones of ❑ Mobile Home Parks ❑ Subdivisions I p ❑ Solid Waste Service j$ Major Hydrology ' Q ❑ Utility Service Areas I !1 F3 Zip Codes [-S ❑ Municipalities p ❑ Aerials 2009 `_- j r7 171 Aerials PmIF; v., Go fortvard to the next extent of the map layout _ ' 873220.44 1115720.33 Feet _ far' Cy '� (� � • _ - - - r r r f �. � V2 P01aay, Jan 22, 2010 08:11 AM A. 01/20/2010 10:15 7724618719 GARAGEDOORSALES PAGE 02 X7 *1#43 a „ •,,:....y.,. , pr:,:•U is , ,..,. ....,,�,.,r.,.,,,.•r;.,,�,w„r,,;,,,,,,,,,,�;�:,r,�:tt;':u:;:�;,_,:ti„�i..,,I.,,i:,•r:;iii;l�!!ii51n�'r!,`f:��:';";:�,i`t:i ^.':! „!'+'r,'"� ,.,,,,:+,.':•',,,o:•'.,gli,, •. �. ,r,r,.,.i.!"r'. ;1,,;..1.. ,;y;£•' ,aort,i'.}h;!,;••':•�fr•• ,LI�N,. .(` •„ •.,.. �;, •:• .•;•;,..'::: ,;.•,^':;;•• +i`�';;:�:'•isab�l:,;Ill1i;l+:�I:':i!ri•6•..,.)p;;i„I{�II•ti?I.?'i!��';trtt�:��;,, „r::?I1?;,,!� ,.,pii..: �i} rfq. r'i: , •+• ' W,., ,,,, •••�••,;,,,,,, ,;,,,,,,,,,,,,,;•!i;."r.r,I•r:.:ir:•.;.•,'u11�r;:i. i;j;i�A,� •u4mJ;11�: ''i;c!::ei':,f�: '"•�• ;Il;'n ,!.,:. • :i• i:� :,n,• ,,; I�; „'li;;'iir;,li}!,!':,i,,;::::'::.:1:-;?!�:,I;,;, ,di;g!;,.; ,�.�7� • :•;.. ,' ` ,::iS,•,.'�.i:,:i:p�'1.,n,�;,:J,fi!:;f7�..,,";,!•Y?�^':•�'��" 'ia!il;n it �!.,1...!'ii�ti41{; cl. •. ,. .. •.::�.,, .,' „'' ••,:,.,, '.,n,!„xr,.,;1".1�;;,:n;'r,.(;r i'r" n:a'llli'Q,11Si1�., • '� �„n•rM. ••,y„ ,.ql ..:.:... .. ......:. ...,.,,:,.'°:,;.,...•.,,R„ ••,.,, ,.....,..:,.,,.•,;r,,,l,t'Q.t.,.l? i;i;i:"�;',..', ,.�or',a.,.Wr-,..'„ ;,,s'+'t!,;r•'"„ •:r;•' ,.r •.:o„ i••nn..r; :!q,!,. 1 na�fi;;!.v�e,tti�Ilf!?,.,.in,,il'•'r!� �,,;i" .:,ti;'��''�.r :,6.. ;,?!!:. 6,;;;.�.,••:'dl•, .1 ",het..'�:�iii;,:�;I°Id!,;+lld!'?l��S...,ln;:r.'i?I'+f„.•. ....•i.n� ..5�"'w.`rr•:iced,!Irfiif{>.r„irpinf;ri,d.,.•`•'�i,;! ,,:ii,ht: r,,r,....:,i,y'w •.,. i ... ' BGS Home '� i,og In User Registration Hot Top1tS submit, Surcharge i Stake & Facts PubllcO+,Ions FOC Staff 6GI5 Site Map Unks search ;.,.. , °;i 'I Product Approval Droval„N�epy M aducGsr ApplJOatlQ1? Search > Arypllcatl�,n ust Application Detell ProductAp FL FL8248-R4 �. Affirmation Application TypeR119 FILE CO-P ?` Code Version .007 Application Status Approved ` ?n;4 Comments Y % �% Archived Product; Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Emal l Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date validated By Wayne -Dalton Corp. 3395 Addison Drive Pensacola, FL 32514 (850) 475-6000 gtaylor@!Wayne-Dalton.com Greg Taylor gtaylorgWayn a-Dalto n. co m Karen Reed 3395 Addison Dr. Pensacola, FL 32514 (850)475-6188 kreed@wayne-dalton.com Exterlor Doors Sectional Exterlor Door Assemblies Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Jeffrey P. Arneson PF-58544 Intertek Testing Services NA Inc, ETL/Warnock Hersey 03/06/2020 Dale J. Kelley Validation Checklist - Hardcopy Received Certificate of Independence FL8248_R4_C.b.LCerLInd.pdf Uopoos ap!pow.104u! -io do; ul a!ge!!eA0 6URVIJ '146!a4 xeW ,trT •44p!M xeW ,6 COTT�fi OOTB/0008 £" ZS Sa,k ; ed pa141.3uapuadapui Vq paleaJa 3Pd•4ad"d6ij'(ci!lon7l2xa' c,s-8trZ81T 3v t, Bb-ZBl3• sa.lodaa uolaenleA3 -suojBw s!jgap auaoq-pu!m -ioj aquoujo gnbei a4a;aaw ; saA :A4.ied pa14L 4uapuadopul Aq po3m;) aou swop purl 4uegs!saj;oedwl aou 51 6u!ZelE) :.iaq!t0 trtr5$5 3d v(jrdOld uasaujy •d Aa.W@[ :Au Pag! oA O$"0006'9Z+ :aanssajd uslsaQ dpd$d XuWwl3jd'dnS uoi4iauLfd q'M*t�7C—I! V''-9bZ81zI ON quelslsaa pedLuj " 'uaui� ticlri "' oea - — — i ap'd•�!eN� � ! S �1 1 ad ti6bLa£ ii �21—S�ZSld sa !ZHAH OPISPO asn ao; peAo-iddy ; Jl dpd'Zd ZOTT iI t'd 8�—It 14 Ohl IZHAH ul 05ri JOJ paAoiddb 1, ash s7. suolpnAsul uolaelle3sul ;o . —11 •ua!aoas alalpauuaau! [jodoa u! a!ge!!eAe 6u!xelel •446194 xeW ,t T •41P!m xeW ,6 ZOTT# 00T8/0006 Z'80 saA :A:p2d P P luopuadapuI Aq palgai:) ;ptl��acdaa U4l;"erijen8 €i7=6i�Z$l�3tf b2i 9b�8'�� suodaa uol}enleA3 Suo!6a.j sugap auaoq•pu!m joI sauawailnbei 0y4 40aw sah :A;Ped PJ!414uopuedepul Aq palawo iou coop pue iueaslsea %3edLu!4ou s! 6ulzelS UOLMD ,Ft,Seg 3d VCINO1d uosawv •d Asigor :AS poUp2A 0E'9Z-/06•ZZ+ :aanssEud u5188a ; �Pa`$d auBwajdtln�170(a3aUUo� Giiwef IT ii2�!'t<Z8'I� ON gwnsleam pedwY 3Pd aI24] �GaLUalddns Teal $d �6frL0£ II tr2! Btr-Z$`l� SBA '-ZHAH 2PI94no asn ao; panoaddv j dP�'Zd TO CTrII ti2i BtrZBI� ON -.ZHAH ul asn Joj panoiddv ! suoponxisul uol4ellqoui asfl 30 +41uil1; I •uo!;Pas a;elpawaalul -lo do} ul a!ge!IeAe 6U!zelg •;461a4 xeW ,tT 'LIIPlM XeW ,6 To•LT# o0T8/oo0$ i'9trL8 uol:jdp2sap QweN ao aogtunN pcw $Oaz/sT/so 800Z/£T/$0 soovET/8o a uolldo T po4aaw V66T EOZ-Sb',L tr661 ZOZ-Svl 17661 ToZ-Sv1. Soot 5 T T-V WStla/ISNV z00Z Sol-vwsvc/ISNV aeaA Pdupue;s saanpoJd ;o AAutuwnS: pas!Aaa alga paAoJ(Idv alga leAcuddv 3gd 5u!puad a4e0 paWp!!eA alga pE)p!wgnS alea P0419W lenolddv:?npold 41lu3 uo!aep!leA jo uopunleA3 paAoadde wou} uol}eauawnoaa apeo 044 wo,l SuolaoaS Ag P8U!:Paa spaepuejS lonpad 30 eoualeAlnb3 (piepue;g;o) auak pue p.1epue4s Paouojejaa V/ 60 39Vd S3-IVSN00a39VNV9 61L$T9bZLL ST:oT OTOZ/9Z/T0 01/20/2010 10:15 7724618719 GARAGEDOORSALES PAGE 04 I1111.1mits of Use Approved for use In HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +35.70/-41.00 Other: Glazing is not impact resistant and does not meet the requirements for wind-borne debris regions. _4 II8000/8100 #1104 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +46.00/-52.00 Other; # 1121 .imits of Use Approved for use In HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +15.30/-17.00 Other; Glazing is not impact resistant and does not -neet the requirements for wind-borne debris regions. # 1122 Limits of Use Approved for use In HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +23.00/-25.00 Other; Glazing Is not impact resistant and does not meet the requirements for wind-borne debris regions. .7 II8000/8100 # 1123 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +30.00/-33.50 other: Glazing is not Impact resistant and does not meet the requirements for wind-borne debris regions. 00/8100 #1124 .imits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +34.40/--38.30 Other: :nstanation Instructions FL824.8_9! fI 11Q3_P2,pdf F_L$248_R4 ZI 307.4g4 P8 Track Supplement Cha.rt..pdf .Coonnection„Supplement-PB.pdf Verified By: Jeffrey P. Arneson FLORIDA PE 58544 Created by Independent Third Parry: Yes ?valuation Reports FL8248_R4 AE FL$,246=R3 5Xa.W tlon. Re.Rart.pdf Created by Independent Third Party: Yes 3' Max width. 14' Max height. Glazing available In top or installation instructions FI-8Z4- $ R4_II_3.1Q4 P2.pdf FL824,8_R4 II 307494_PB,,Tr0clk5upple men ..t_Chart. pdf FL6248_R4_II jamb Connection Sli.ppfement PQ.:pd yerifled By: Jeffrey P. Arneson FLORIDA PE 58544 Created by Independent Third Party: Yes Evaluation Reports FL824$ R4 AE FL8248_L _E-v-aluaCioq Report.pdf Created by Independent Third Party: Yes 16' Max width. 14' Max height. Glazing available in top c intermediate section. Installation Instructions FL8248_R4 II 1121 P2,pdf FL6248_R4_II_3Qi4Q4 P8 TraCk_S_upAlement Cha.rt,pdf Fi B?_48 R4 1I_J,aCOb Connection 5.upplement•P8.pdf. Verified By: Jeffrey P. Arneson FLORIDA PE 58544 Created by Independent Third Party: Yes Evaluation Reports FL824S R4AE_FLS248-R3-Eva.luatlon Report,pdf Created by Independent Third Party: Yes 16' Max width. 14' Max height. Glazing available in top i installation Instructions FL$,Z48 R4 II 1122 122.pdt FL8248_R_4_i SQ7494 P$ Track_S-upplement Chart,pdf FL8248_R4_II_7amb Connection,Sup.piement.,PB.pdf Verified By: Jeffrey P. Arneson FLORIDA PE 58544 Created by Independent Third Party: Yes Evaluation Reports FL3246 R4�AERFL$Z4$=R3 E-valuation RepCrt:,pdf Created by independent Third Party: Yes 16' Max width. 14' Max height. Glazing available in top :nstallation Instructions FI.B248 34 II_1123 P24pdt FL$Z4$ R4 II_3_074.94 P8 Track-S-up_plem.ent Chart..pdf FL$248_R4 Ij,)a.rnb Connection Supplement PB.,pdf Verified By: Jeffrey P. Arneson FLORIDA PE 58544 . Created by independent Third Party: Yes .valuation deports FL8248_84_9E_F0248_R3 • Evaluatio,n..Re170P_t. Adf Created by Independent Third Party: Yes 1.6' Max width. 14' Max height. Glazing available in top installation Instructions FLB24$_R_4_KI_1124 P2 pdf FL824$_R4_11-307_4,9 P8 Track,Supplement.Cb.a.rt.pdf FL$248,,,R4_II-.�amb,ConnCctlon.,S_upplement PS,pdf Verified By: Jeffrey P. Arneson FLORIDA PE 58544 Created by independent Third Party: Yes Evaluation Reports F1,8.248 R4 AE FL8248-R3 Eva ivation..RepoLt..P. f 01/20/2010 10:15 7724618719 GARAGEDOORSALES PAGE 05 9 00/8100 #1125 .units of Use Approved for Use In HVHZ: No Approved for use outside HVHZ; Yes Impact Resistant: Yes Design Pressure: +46.00/-52.00 other: 10 00 #1141 Arnits of Use Approved for use in HVHZ: No Approved for use outside HVHZ. Yes impact Resistant: No Design Pressure: +18-50/-20.70 Other: Glazing Is not impact resistant and does not neet the requirements for wind-borne debris regions. .11 # 1142 Ar"its of Use Approved for use In HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +34.40/-38.30 Other: 8248.12 100 # 1143 -imits of Use Approved for use In HVHZ: No Approved for use outside IIVHZ: Yes Imp8Ct Resistant: Yes Design Pressure: +34.40/-38.30 other: Glazing Is not Impact resistant and does not neet the requirements for wind-borne debris regions. 13 118000/8100 # 1144 _imits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +46.00/-52.00 Other: 824&14 118000/8100/3200 #11.00 -Imits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes 1.6' Max width. 14' Max height. Glazing available In top c ntermedlate section_ Installation Instructions F-L.8-248_K4 Ij_.112.5_P2,pdF FL8,24$ R4_f3`3_- 9_4_PB Track 5upplement Cb?rt pdf FL8.249 R4_U_3_amb GOn,Oectiol-S_upplem_ent_PB..ndf Verified By: Jeffrey P. Arneson FLORIDA PE 58544 Created by Independent Third Party: Yes Evaluation Reports FL8248 R4 AE—EL8248-R3_Evaluatton RepOrt,..pdf Created by Independent Third Party: Yes 18' Max width. 14' Max height. Glazing available In top installation Instructions FL6248_R4 j�_1141.P2...pdf FI.62_4_8 R4_II_307494 p8_Track,5upplement Cbart:pdf FL.$.Z4$ R4�I1_]a_mb ConneCtlo_n Supplement, P8.pdf Verified By: Jeffrey P. Arneson FLORIDA PE 58544 Created by Independent Third Party: Yes Evaluation Reports FL82.48 R4 AE�FL$.248=R3 Eval}1.at'I.O.n_Report..pd,F Created by Independent "third party: Yes 18' Max width. 14' Max height. Glazing available In top :nstallation Instructions FLI824B R44 II_U42 P2,,pdf, F_L$ 48 R4 II_307_49�P8 Track_Supplernent .Ql a,rt..pdf F.,L.8.2_48 R4_II, Jamb Connection_S_upplement p8., - f Verified By: Jeffrey P. Arneson FLORIDA PE 5854.4 Created by Independent Third Party: Yes ►aluation Reports f=L8.a48 R4 AE_FL8248=R3_E_v_aluaHoq..ReAort..pdf Created by Independent Third Party. Yes L8' Max width. 8' Max height. Glazing available in top or Installation Instructions FL824S_ 4 Ij 1143 P2.,pdf FL8248 B4—Ix 312957 P6,..$.000_80?4-8100.-8,1,24 ?ost,pdf FLB24B_R4_II_7am Cgnnection_.SupRlement PS,p.df Verified By: Jeffrey P. Arneson FLORIDA PE 58544 Created by Independent Third Party: Yes Evaluation Reports FL8248 R4 A>ti,FL8Z48=R3 Eva4uation. Report..pdf Created by Independent Third Party: Yes 18' Max width. 8' Max height. Glazing available in tap or Intermediate section. installation Instructions F_L8Z46 R4 II_1144 PZp—Of F UAB R4 II_3129.5.7_ p.6_$000_ 8024-8100=$a Z4, FL$248 R4 II,]am.b_C.o_nne_ctlon_SuppleltLEnt_P$_pdf Verified By: Jeffrey P. Arneson FLORIDA Pt 58544 Created by Independent Third Party: Yes Evaluation Reports 5A24.8_R4_A_A FL8248 _R3 5valuatlon_Rppgrt.,pdf Created by Independent Third Party_Yes 9' Max width. 14' Max height. Glazing ovailable in top or Intermediate section. Installation Instructions FL8248 R4_II_11.0-0_P-2,..Pdf FLB248,124_II_30.7, 494 P9 Track SupplemeF�t. C..harf ,prJf 01/20/2010 10:15 7724618719 GARAGEDOORSALES PAGE 06 Impact Resistant: No FL824i 134 II Iamb.Conn c_LIon.5_UpPiEIMOM 8.ptf D®sign Pressure: +15.9d/^18.20 Verified By: Jeffrey P. Arneson FLORIDA PE 58544 j other: Glazing is not impact resistant and does not Created by Independent Third Party: Yes meet the requirements for wind-borne debris regions. Evaluation Reports FL8248_9 AE_FL.8.248; R3�yalueti0.n._Report.pdf Created by Independent Third Party: Yes 100/8200 # 1120 .Imits of Use Approved for use In HVHZ: No Approved for use outside HVHZ: Yes . Impact Resistant: No Design Pressure: +12.40/-13.80 Other: Glazing is not impact resistant and does not neet the requirements for wind-borne debris regions. 16 118000/8100/13200 01140 Limits of Use Approved for use In HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design pressure: +12.40/-13.80 Other: Glazing IS not Impact resistant and does not 11eet the requirements for wind-borne debris regions. 16' Max width. 141 Max height. Glazing available In top Installation instructions FL82_48 R4ITL1120 P.2,.pdf FL8 4B R4_I_307494 P_8 Track SuRp-lement-C.D.. pdf ....LB_248 R4,�I iamb �.onngetion 5_uppiemept_p8,.1. Verified By: Jeffrey P. Arneson FLORIDA PE 58544 Created by Independent Third Party: Yes Evaluation Reports FL8248_R4 AE FL8.248-R3 Eva l.uatLcn,Report,Adf Created by Independent Third Party_ Yes 18' Max width. 14' Max height. Glazing available In top IIL824�EL R4 Ii_13�4_Q P2.pdf I!0.2_48 R4 II_3.07494 P8 Track_S_upplemen,t_G.hart.,pdf l±L87�48 R4�I1_Ja.Cnb Connectit5q_Su�plement,.p8.,pd_f Verified By: Jeffrey P. Arneson FLORIDA PE 58544 Created by Independent Third Party; Yes Evaluation Reports FL8248 R4,_AE._ L8248_R3 EvalU.entlon_Rep01't.pdf Created by Independent Third Party' Yes R�cl. � Next oOn.Admlolstratlon Department of Community Aftfirs lrlor/de aundrng Code Online C900% and Standards 2555 Shumerd oak Boulevard nllahassco, Rands 37399.2100 (aso) 487-i924, Fax (850) 414-8436 Q 2000-2095the State of norlds, All rlahts reseNcd. CoOYrlght.and_Dlsclalto�r, product Approval Accepts: .iin FOR ER M L{DIES OP'HCNS - MNIYLN [~- m 1. GXAZIHG .690' SSE IN SAO-= FRAMES NTOCETJM S'DfFF_I&D WTH A MM U M. OF (LO) I1' SCREWS WSTRLED IN TOP OR Ld INTERMEDIATE S mor4 (YAi1L OR WTHWT DECORATM INSENTS) YEEFS UNFURM STATIC YAND PRFSSJRES SHDIW ON THIS Dq.�AWN6. GLA32ND SHALL ¢41E A MN)MLN HEHCHT OF 10.65- AND A MAXIMUM LENGTH Or 16.94_ GLAMNG IS LADY IWACT RESISFAKT ASO DOM NUT NFET THE IRERJIREWE NTS FOR VAND-BORNE DEBRIS REMaS- 2. LANVL OR MAC] DODR VDP NAILED A vA, imm OF 6' O.C. MUST OVERLAP TOP M 8DTX ENDS OF PAME1.9 UjRYJIM 7/16' 1O NEE. 7EOATRE WESWJWS. 3. KEY LOCK. SJDE LOB OR OPLRA70R RECFJIRED_ 4. LOUVM (PROM - .Fk10' MIBIYIAQ ALUYNUFL LDUYERS IN MC.OED T'1il.LES g.SEWED 1UOElHEs R1TH A NIWNUY DF _ (10) OKI- SCREWS INSTAI3FD OI THE END PANELS If THE BOTTOM 5ECTIm LOUVERS ARE NOT IMFACT RESISTANT Lo ' - AXD DD NDT MEET THE REnOI"ENTS Ld FIR WND-BORNE DEBRIS REMNS J 5. SECTiOK STEEL ID Vk4E A WMIJUVI Z6 GA THICKNESS. G. rM DESIGN OF THE WRORMRG 0 SIRUDMRAL ELtUB I3 SHALL ME THE 0 REWONSIBTJTY OF THE PRIFESSIDNAL A OF RECORD FOR THE 1TUILDNG OR W STRUCTURE AND IN ACCORDANCE WITH CIS CURRENT BJFLDING CODES FOR THE Q LOMS LISTED CN AOS DRAWNG. Q 7. DDOR JATLJ SE NNEFJN. � STRVCGIRA- GRADE W1,t8iR. R90 743 A JATM CONKECUDN SUMEMENT FOR ATTAa4YLTIT TO SUMMING STRUCTURE. 8. FOR LUM HEAD ROOM LVT OD6-J ILNS. TOP RUVOET SHALL FE A is GA LHR 7/4 i� WNACiCE" WITH A MNEJAAI C)F (5) 1/4-14r7J6" SELF THeWNG [7WPTI7E SCTERi IK LIEU O= 7HE >TRAaE•F SHOYM CAC tHFS DFIAWMC. U_ .9 CN TOP gODp,i SHALL f:E I6'SFI'Um an TOP Or LNR 10p IiTAQCETS. LI) r-I 0 a--1 i9 r-I 0 N i m N i a-H is DA HDR;Z ANGLE- 13 GA FLAG A ME IE GA WN NDRI-t • MACK 5/160+1-5/5" LAD SCREW (LAN 4 AS 4GOWN) (4) 1/4-20aR/L6' LARGE 4-FAD TRACNC 9'JLTS OR H/4-20 STUDS WITH 1/4-ZO HEX NUTS 15 CA MIN VMT TRACK 1/4-24Ia9/16' TRACK' RO_T AND 1/4-20 MDC NUT AT t9% JB-US JAMB ERAc ET LOCATIOS 5/H6d-5/w LAG scW-%' AT EACH JAlB ERAOKET ,IS GA, SO:FENED JAB BRACKETS SEE SCMII JLE FOR UUARTY, i-ocAND AT.YR . KEY LOCK OR SLIDE LOW ORE END (R.DT RoxmIL R9HH OPERATOR - SEE MOTE 4 SLIDE LOCK SROM1C FOR CLAIUTY N9.IEI __ (S - DDOR FOR U---SAAR LIIC DDDRS wint O71 OUAN71TES AN] THIS STET FOR OPTIONS. lI ODOR DG I MTHEDODR I LtRFOTSI LOAD EACH JAMR (� ` 13 GA RDI I _DE ATTACHED M BRACKET RTTH SAD-13 SO.T & NUT N DTSHTM SLAT AND i/4-27a9/15' TRMX BU_1 & 1/4-2D 11--U RUT TI"JCR MY TIRO w-CRTNG HGLES I13 GA ccumo C1A1 I' FRME TOP BRACKET ATTAMEO WITH , (4) tlfDRILUND CRIlRTITE 9CNER5 ACID (a 1/4-140,V SEIF LUNG C4BPTLTE SCREWS (INSOE OF F&C H EhU HIKis_ TE CA END STILE—+ 27 NYLON STDRWGm FNU_E.R { WTH 4-1/2' STEM—_ 14 GA RIDE B30Y END FDRGE ATFACIM W.TH I TAFPInLG sae Il_ ` 16 OA MARRWH BODY RRYERMEOIATE LANCE ATTACHED TATN (4) 1/4-1415/B SELF TAPPDNG 20 CA CV7ER 14 V. BOTTOM �LAA(ET ATTACH® W.TH (2) 1/4-14R7X SELF URILUFIG j CMWPTITE SatMS AM {q {I v4 T4�SI8- SELF UR1W4G TAMPER IF_SISTAICT SCREW `l e � JAMB BRACKET SCHEME OF JAMB N0.OEAM J R3H OE7H A IEIERHE AU'A DOOR MO. OP BRAaA BRACKETS NEASIRIM FRM BOTnw HEIGKT SECbM JA7T6) O? TRAOC (N.L. OUENSINS 3 27) 6 - 4 7 2 JB-US . 7 S 21-] 4 {J3 Z9-3 4 JB-N15 , ,B� 45 JB-US . 57-1 4 JB-US 4 7 2 36-VS . 1 JB-US , 2.1-3 1 .®-U Z9-3 4 ,6-US , 42' .f-US , 52-1 3' 1u-7F5 , 63-1 4' ,S- 7'-8'JB-US , 45 JB�151, 54-1 4 Jd 74-1,JB- 5 6'-O 5 6 Z - 2- ,I 29- 4 JB JS D S 57-1 .B- S B- S NOT' BELOp EL11E (JB-US) FWJ-M NG DkT NSCCN MMOTES SATTED JAMB BRACXF, ATTA:FrED TO 1RAtiR R1T H 1/4--2[hc9/I6' TRACK BOLT AND NUT AS SHOf5V A73.7LE. ALL ODDRS Az-AJER THAN 8' IN FEIGiHT WMRE USE OF CONBNJOUS WALL ANGLE SEE SJPPLE)F_NT TRACC CMARC FOR OETALS REVISIONS PI 1dO01In NOTES N STATE THAT LOJ— ARE NOT IMPACT RFSSF/NT. CPT 6/25/07 DOOR I 2 ACOM YAX GiA:MG NENSON TO NOTES SHEET 1. ADDED MACK TO FLAG CXNhV-M 7FH ? HUM. 0 ORT 11/60/07 OV NARK R. BARROW, PE FLOR.70, LICENSE 5i0. 57399 a � adL— IMM STATIC PRESSURE RATINGS APPRDVZEI SIZES y D-4 M (PSF)_ f39.70/-41.GO NTRX ,.,M_ TESz {PSE): :5'A'55/-61.50 MAX HEIGHT:14'-D" 9F IYPACTXYCUC RAYED (YESJNO): NO IMAX SECTION W_IGHT: PH" O MODELS 8000/8100 3395 ADDISON Dib4E PENSACDLA. FLMDA 325T4 (850) 474-9890 1 VANDLOAD SPECIFICATION OPTION CODE 1103 N.T.S. DATE SHEET 1 OF 2 DP.AWNG PART N0. I REV. 327012 1 P2 m CD (T.) d Il) CD r-I t9 r-1 m CV I - CD C4 a--1 Cal WkRK R. BARROW, FE FCoq, p, LICENSE NO. 57399 AFIWS (8) SECTION DES 119M (6) 3- 20, G4 80 K4. U-BA.RS 9OU70 AS 5I0M (7) SECTION OODRS 1N.TH (7) 3- 20 GA a0 M U-SARS LD.".RIED AS SHOPAN (61 SECTICK DOM 'PITH (6) S 21) GA 80 KSI U-BARS LOOATo AS SHOIAN (5) SECTION WOKS WITH (S) 3- 20 01% 83 KSI U-BARS LOCATED AS SHOBTI (4) SECTION 000FlS VATS LWAIM AS SHOWN ATTACH U-80LINS INNH (2) 1/4-1 Na7A- SELF DR111N6 CREATE SCREWS RT ALL STCE tOCATWKS. T1P_ STATIC PRESSURE RATENGS A -PROVED SIZES 51 CC9W (PSF)_=59.70/-4T_OD MAX WDIH: 9,-D' TEST [PSF): a�53.55/-81.: MAX HELuf DF ltIPACT/CYCLIC RAiEO (YES/NO): NO O? EIGHl: MATE SECII07i HEICHT:21' C7 MODELS 8000/8100 3349 A701SON ONVE PERSACCLA, NOR.;& 3251L (850) 474—BBSO VANDLOAD SPECIFICATION OPTON CODE 1103 REIASTOA'S ODFED NOTES T E THAT LDUWERS NDT IMPACT OOED MAIM p1.2VaIG VSiON TO NOTES T I. 1DOED WOK vr' oalrr=cnDN 11/10/07 GRY SHEET 2 OF 2 DRAVANG FART iV0_ REV. 327012 P2 01/20/2010 10:15 7724618719 GARAGEDOORSALES PAGE 09 Jamb Connection Supplement This document provides a series of connection schedules and basic detailing concepts for the connection of garage door jambs to building frames with the use of various fasteners. DASMA Technical Data Sheet TD -161 may be used as an alternate to this document. P/N 324620 Rev. P8 01/20/2010 10:15 7724618719 GARAGEDOORSALES PAGE 10 SCHEDULEI 3V DIAMETER LAG SCREWS MAXIMUM SPACING MAIN SUPPORT OF LAG SCREWS PEP JAMB iN MEMBER SPECIES SYP SPECIFIC GRAVITY - 0.55 24 DOUGLAS FIR SPECIFIC GRAVITY - 0.46 24 SPF SPECIFIC GRAVITY - 0.42 24 LOAD PER .JAMB LB! "b-' 100 120 140 24 24 24 24 24 2d 160 180 24 24 24 24 24 200 220 24 24 24 i 24 24 24 P40 24 24 24 260 24 24 22 280 24 23 20 300 24 22 19 320 24 20 18 340 24 19 ifi 360 24 18 is 3B0 22 17 15 400 21 18 14 420 20 i9 13 440 19 15 13 460 18 14 12 480 18 '13 i? 500 17 13 11 520 16 12 11 540 16 12 10 560 15 11 10 S80 14 11 8 600 14 11 9 620 13 10 8 640 13 10 19 660 13 10 9 Sao 12 9 8 700 12 9 e 720 12 9 8 740 11 8 7 760 11 8 7 780 11 8 7 Soo 10 8 7 1, BASED ON 3J8" DIAMETER LAG SCREWS WITH 1" O.D. WASHERS WITH A 1-9l32" THREAD PENETRATION INTO SEASONED DRY WOOD SUPPORTING STRUCTURE, 2, PROVIDE QUANTITY OF LAG SCREWS AS REOUIRED TO MAINTAIN MAXIMUM SPACING AS SHOWN IN TABLE WITH A MINIMUM OF THREE (3) LAG SCREWS PER JAMB, LAG SCREWS AT TOP AND BOTTOM OF JAMB SHALL BE PLACED A MAXIMUM OF 6" FROM THE END OF THE JAMB_ 3, LOAD PER JAMB CALCULATED BY TAKING DESIGN LOAD (PSF) 71MES DOOR WIDTH (FT) DIVIDED BY 2, EXAMPLE: DESIGN LOAD - 30psf DOOR WIDTH , 16ft LOAD PER JAMB . 30paf x 161`112 = 2401b)fl 4. CHART IS BASED ON 6'0 MINIMUM AND 24'-0" MAXIMUM DOOR HEIGHT. S. DOOR JAMB TO BE 2x6 N0.2 GRADE SPF LUMBER OR BETTER MOUNTED DIRECTLY TO SUPPORT STRUCTURE. 6. DESIGN OF THE SUPPORT STRUCTURE SHALL BE THE SOLE RESPONSIBILITY OF THE BUILDING DESIGNER AND SHALL BE DESIGNED FOR THE JAMB LOAD LISTED IN ABOVE TABLE AS CALCULATED PER NOTE 3. 7. MINIMUM EDGE DISTANCE SHALL BE 1-1i2" AND HOLES SHALL BE PRE -DRILLED TO PREVENT SPLITTING. S. CALCULATIONS CONFORM TO ANSIIAF&PA NOS-2005. 9. LAG SCREWS SHALL CONFORM TO ANSI I ASME STANDARD B18,2.1, Approved Mark R. Barrow, PE Ronda LiOBnse No, 57389 Wayne Dalton Corp. 3395 Addison Drive Pensacala, FL 32614 Revisibn PB 01/20/2010 10:15 7724618719 GARAGEDOORSALES PAGE 11 SCHEDULE 2 116d COMMON WIRE NAILS AND 16d THREADED HARDENED-STEEIL. NAILS MAXIMUM NAIL SPACING PER JAMB IN MAIN SUPPORT MEMBER SPECI5S SYP SPECIFIC GRAVITY- 0,55 24 24 23 20 ❑OUGLAS FIR SPECIFIC GRAVITY - 0.46 24 20 17 15 SPF SPECIFIC GRAVITY • 0.42 19 16 14 12 LOAD PER JAMB LB NOTESI 100 120 140 160 180 18 13 10 200 220 240 260 16 14 13 12 12 1i 10 9 9 8 8 7 260 300 11 10 8 8 7 6 320 10 7 6 340 9 7 5 360 9 6 5 380 8 6 5 400 8 6 4 420 7 5 4 440 7 5 4 460 7 5 4 480 6 5 4 Soo 6 4 3. 520 6 4 3 $40 6 4 3 560 5 4 3 5B0 5 4 3 600 5 4 3 620 5 3 3 640 5 3 3 660 4 3 2 680 4 3 2 700 4 3 2 720 4 3 2 740 4 3 2 760 4 3 2 780 4 T7 3 2 Soo 4 1 3 2 1. BASED ON 16d COMMON WIRE NAILS (0.162"x3.1l2") OR 16d THREADED HARDENED -STEEL NAILS (0.14Wx3-1/2") WITH A MINIMUM PENETRATION OF 2" INTO SIDE GRAIN OF MAIN MEMBER. 2. NAILS SHALL BE PROVIDED IN PAIRS AT A MAXIMUM SPACING AS SHOWN IN TABLE WITH A MINIMUM OF THREE (3) PAIRS OF NAILS PER JAMB. NAILS AT TOP AND BOTTOM OF JAMB SHALL BE PLACED A MAXIMUM OF 6" FROM THE ENO OF THE JAMB. 3. LOAD PER JAMB CALCULATED BY TAKING DESIGN LOAD (PSF) TIMES DOOR WIDTH (FT) DIVIDED BY 2. EXAMPLE: DESIGN LOAD = 30psf DOOR WIDTH =1611 LOAD PER JAMB = 30psf x 16tt/2 - 2401blft 4. CHART IS BASED ON 6'-6" MINIMUM AND 24'-0" MAXIMUM DOOR HEIGHT. 5. DOOR JAMB TO BE 24 NO.2 GRADE SPF LUMBER OR BETTER MOUNTED DIRECTLY TO SUPPORT STRUCTURE- S. DESIGN OF THE SUPPORT STRUCTURE SHALL BE THE SOLE RESPONSIBILITY OF THE BU ILDING DESIGNER AND SHALL BE DESIGNED FOR THE JAMB LOAD LISTED IN ABOVE TABLE AS CALCULATED PER NOTE 3. 7. EDGE DISTANCES, END DISTANCES AND SPACINGS SHALL BE SUFFICIENT TO PREVENT SPLITTING OF THE WOOD. S. CALCULATIONS CONFORM TO ANSUAF&PA NOS-2005, AoDraved Mark R. Barrow, PE Florida License No. 57369 Wayne Dalton Corp. 3395 Addison Drive Pensacola, FL 32514 Revision P9 01/20/2010 10:15 7724618719 GARAGEDOORSALES PAGE 12 SCHEDULE3 36 0 A307 HEADED OR HOOKED ANCHOR BOLTS IN NORMAL WEIGHT CONCRETE tpAD PER JAMB LB NOTES 100 120 140 MAXIMUM SPACING OF ANCHOR BOLTS PER JAMB (IN) 2000 PSI 2500 PSI 3000 PSI CONCRETE CONCRETE CONCRETE 24 24 24 24 24 24 24 24 24 160 180 200 24 24 24 24 24 24 24 24 24 220 240 260 24 24 24 24 24 24 24 24 24 280 24 24 24 300 24 24 24 320 24 24 24 340 24 24 24 360 23 24 24 3B0 22 24 24 400 20 24 24 420 19 24 24 440 19 23 24 460 i8 22 24 480 17 21 23 500 16 20 22 520 is 20 21 540 15 19 20 560 14 18 19 581) 14 16 19 600 13 17 18 620 13 16 18 840 13 16 17 660 12 15 15 680 12 15 16 700 11 14 i5 720 11 14 15 740 11 14 15 760 i1 13 14 78D 10 13 14 800 10 I 13 13 1, BASED ON 3/9"O A307 HEADED OR HOOKED (1.69" MIN. HOOK LENGTH) ANCHOR BOLTS WITH A V O.D. VVASHER WITH A MINIMUM EMBEDMENT DEPTH OF 3" AND A MINIMUM EDGE DISTANCE OF 3". 2. PROVIDE QUANTITY OF ANCHOR BOLTS AS REQUIRED TO MAINTAIN MAXIMUM SPACING AS SHOWN IN TABLE WITH A MINIMUM OF THREE (3) ANCHOR BOLTS PER JAMB. ANCHOR BOLTS AT TOP AND BOTTOM OF JAMB SHALL BE PLACED A MAXIMUM OF 6" FROM THE END OF THE JAMB, 3, LOAD PER JAMB CALCULATED BY TAKING DESIGN LOAD (PSF) TIMES DOOR WIDTH (FT) DIVIDED BY 2, EXAMPLE: DESIGN LOAD - SOPst DOOM WIDTH = i61t LOAD PER JAMB .- 30pst x t Bit/2 = 2401b/it 4. CHART 15 BASED ON V-6" MINIMUM AND 24'-0" MAXIMUM DOOR HEIGHT. S. DOOR JAMB TO BE 24 NO.2 GRADE SPF LUMBER OR BETTER MOUNTED DIRECTLY TO SUPPORT STRUCTURE. 6. DESIGN OF THE SUPPORT STRUCTURE SHALL BE THE SOLE RESPONSIBILITY OF THE BUILDING DESIGNER AND SHALL BE DESIGNED FOR THE JAMB LOAD LISTED 1N ABOVE TABLE AS CALCULATED PER NOTE 3. 7. CALCULATIONS CONFORM TO ANSI/AF&PA NDS•2005 AND ACI 318-05, APPENDIX D. Aooroved Mark R. Barrow, PE Florida Licenaa No. 57389 Wayne Dalicn Corp. 3395 Addison Drive Pensacola, FL 32514 Ravislon PS 01/20/2010 10:15 7724618719 GARAGEDOORSALES PAGE 13 SCHI✓DULE 4 3/8"0 SIMPSON TITEN HD SCREW ANCHORS MAXIMUM SPACING OF ANCHORS PER JAMB IN LOAD PER JAMB LB/ • N07�" 100 P.000 PSI CONCRETENTE l 24 4000 PSI CONCRETf<NBTE 1 24 2000 PSI GROUT FILLED CMUNOTrz 24 120 24 24 2^- 140 24 24 24 160 24 24 24 160 24 24 24 200 24 24 24 220 24 24 24 P40 24 24 24 260 24 24 24 269 24 24 24 300 24 24 24 320 24 24 22 340 24 24 21 360 24 24 20 380 24 24 1$ 400 24 24 18 420 24 24 17 440 24 24 16 480 24 24 15 480 23 23 15 S00 22 22 14 520 21 21 13 540 20 20 13 560 19 19 12 580 19 19 12 Soo 18 18 12 620 18 18 11 040 17 17 11 Soo 16 18 10 680 16 16 10 700 15 15 10 720 15 15 10 740 15 15 9 760 14 14 9 780 14 14 9 Soo 13 13 9 1. BASED ON 318,0 SIMPSON TITEN HD SCREW ANCHOR WITH A 1" O.D. WASHER INTO NORMAL WEIGHT CONCRETE WITH A MINIMUM EMBEDMENT DEPTH OF 2-3/4" AND A MINIMUM EDGE DISTANCE OF 2. BASED ON 3/8.0 SIMPSON TITEN HD SCREW ANCHOR WITH A 1" O.D. WASHER INTO GROUT FILLED CMU WITH A MINIMUM EMBEDMENT DEPTH OF 2.3/4", A MINIMUM EDGE DISTANCE OF 4, AND A MINIMUM END DISTANCE OF 4". CONCRETE MASONRY UNITS SHALL CONFORM TO ASTM 090 AND GROUT SHALL CONFORM TO ASTM 0476. 3. PROVIDE QUANTITY OF SCREW ANCHORS AS REQUIRED TO MAINTAIN MAXIMUM SPACING AS SHOWN IN TABLE WITH A MINIMUM OF THREE (3) SCREW ANCHORS PER JAMB. SCREW ANCHORS AT TOP AND BOTTOM OF JAMB SHALL BE PLACED A MAXIMUM OF 6" FROM THE END OF THE JAMB. 4. LOAD PER JAMB CALCULATED BYTAKING DESIGN LOAD (PSF) TIMES DOOR WIDTH (FT) DIVIDED BY 2. EXAMPLE: DESIGN LOAD - WPM DOOR WIDTH .16ft LOAD PER JAMB - 30psf x 18ft/2 - 240lbIft 5• CHART IS BASED ON 6'-6" MINIMUM AND 24••0" MAXIMUM DOOR HEIGHT. 6. DOOR JAMB TO BE 2X6 NO. 2 GRADE SPF LUMBER OR BETTER MOUNTED DIRECTLY TO SUPPORT STRUCTURE. 7. DESIGN OF THI; SUPPORT STRUCTURE SHALL BE THE SOLE RESPONSIBILITY OF THE BUILDING DESIGNER AND SHALL BE DESIGNED FOR THE JAMB LOAD LISTED IN ABOVE TABLE AS CALCULATED PER NOTE 4. 8. CALCULATIONS CONFORM TO ANSI/AF&PA NOS-2005. 9. SCREW ANCHORS SHALL BE INSTALLED PER MANUFACTURER'S WRITTEN INSTRUCTIONS, ADDroved Mark R. Bartow, PE Florlds Lloense No. 57389 Wayne Oaltan Corp. 339E Addison Drivo Pemaeola, FL 32514 REvision P8 W Q U7 w J CF) EY O O A w d Q m Co LD N Liz a--1 0 r-I 0 N 7 N r-I m . ao 3395 ADD159N Ulsllrr PENSr COLA• FICRIUA 3?5!4 ?50) t74-oa90 I I STARK 4. DA RM. PE FLOAIUA - ✓ NSE NC 5?399 j Mc ']ETAILS 1. 7. A14D 3 FEWREU f03 MERICAL POST FEIA3'OFCNC• I J SYREVS �• 6`NPX-j � FII.5TENLR5 ''ER I SL:EDJLES 1 THriJ C N1n•Nuu 2x6 STRJCTURAI. MADE LUMBER. TTP. 7Oc,? F:ETG•!( 1AAl:•NUU S'AUK I 5` NA%. W�71H If.:Cri NIKIIJUY. Zf� 05 1; HEADER L.XX 5 k rl rr: 71SL � BRAE�ET 11 I n_ �Y I I } I 14 A_3Je` J 3/7'- sNVsm Tim, Pi. SCFs-H• AKH":. WTI-. A 1 1/4' WA5H=n` AND A YIKIV.UK ENBEDNENT O=FTh OF 2-3/,- AND A NIMMLIV. EDUE UIST,'),CC OF 7-.�i/r••. DETAII -L NIt: NUI! 2MJ 7ym. CAPACITY 01 2CG5 LEE. NIN.4'JU 2s6 Az C HEADLR LUCK 53UT-.IMS PNE �DRM4UE wuaER. I 4 L-(4) 3/6' Swam TITER fu ECR:W mum WT+ A 1-1/4` WASKR AN.^. A W..RN-JN D1130C1NET2T 7EPTH OF 2-3/4' MD A NINNIJN EM- D•S-ALCE OF 4". 'IV r` 2 I -r Ci!' . NA%I4JN C•_SOti LOAD CAPACl O' 243'a La S. NIXIV.UU. 2�5 #'- rq MAUER LOCK S7l lITEI.T2 FlNL . E3:Fl--+.E W3 . -A (zj 3/a ". LAG SCREWS 11'1H 1-114-U.0 m-si Q25. JAG-r9.EH9 -HALL HAVE A kZ4MJN PERETRATION OF 1-9/3Z- INTC M=- N.A1N SU�IIERI Y.-R.7ER rN A^U3 'LIF•PDRT STAJLTU NOTE hP&3GVLFV o=s'-:;K LOAD CAPAC TY C= 243G Las. JA -All CONNECTION! SUDP! 11YEEN7 a.2►�s,7Rs - DATE `. AN_ ES? 5/24i ? N,. DRAWNG P.%Rr `40. 1 RCY. 324620 JF8 Tfl —4 w 1D Q EL m 14" MAX iI 12" l M AX 12" MAX MAX 12" MAX } MAX i CLIPS TO BE EITI4ER RIVET-ED, BOLTED, OR INELDED. SEE DETAILS THIS PAGE. VARK R. IlAgFtOW, PE FLO�i+ 33. U6]ISE NO. 57399 113 GA MIN CONTINUOL WALL ANG PLATE LOCATION CHED ULE 11 GA MIN CUP SEE SCHEDULE CLIP DETAIL LIP LOCATIONS SEE SCHEDULE IR ACK [3} 1/4--20 TRACK DR CARRIAGE BOLT MTH 1/4"-20 NUT TYPICAL CLIP BOLTING DETAIL 13 GA MIN CONTINUOUS"`'I _ TRACK WALL ANGLE (2) 1 /4" X f 33 ik 7/16 SEMI j tl TUBULAR — — RIVITS { j ! {1 } 1 /4"-20 TRACK 11 GA MIN ! I / OR CARRIAGE BOLT CUP SEE "� / vm 1/4 —20 NUT SCHEDULE = IYPICAL CLIP PAINING DETAIL ",l 0.28"(-) 11 CA MIN CLIP 2 f I S£E SCHEDULE i ! �1} 1/4"-20 TRACK 13 GA MIN �. % OP. CARRIAGE BOLT CONTINUOUS \ i� WITH 1/4"-20 NUT WALL ANGLE TRACK TYPICAL CUP WELDING DETAIL DESIGN PRESSURE CHART DOOR MAX PSF WIDTH 9'-0" +46.0 PSf —52.0 PSf 16'-0' +46.0 P5F/-52A0 PSF +46.0 P5F/-52.0 PSF REVISIONS 2 INCH OK -GIPS -II m L MCLE 12 FD3T ATM 5/I L/03 UP00 0 TOWAT. LEASED PL4DMME SSURES TO LAD/-52.00 PS? F0Z ODDN VADTHS. NUED "TEWAS WALL LE' TD `CONTIAVOJs L ANGLE. ADCEO SMTE M30NTIN0 ALA CHANCED TO N HD AND131S 4/2f07 CHON;ED FCP.RAT. M MOMS Mon i E024 "TH 04M.AY TRMX CLIP EDULF. e/2%/a7 UPDATED U00ELS an N CHARTS iAlm S LCE & CUP EC LES. U/u/07 UPDATE MANTINE AIL DHAWNDS. 1a/m/07 UPDATED CHAR15 TO INATE iN_ USE of jn CUP {REPLA[E0 i j0 AUCSS THE RD1. 10/24/T,7 UPDATED STEEL INTINL DETAIL I OS/II/09 DATE NAME W= DRAVM B/21/D7 iiiT CHECK -MI 0/&1/07 MR-3 SHEET 1 OF 2 3395 ADDISON ORK DRAY AIG PART ND, REL'. Jy I! AC SUPPLEMENT CHART, P� 325f4 307484 P8 f \ 051)) 474-9590 Lo w Q EL 2 3/4" ±1" EDGE DIST EfiOXX Mlt>;. 1 /6 2-24 Ile 2-24 �� }.SIN 3/16" THICK STEEL FOR MOUNTING 5/16" x 1-5/8" YI'ALL ANGLE R CUP AND SPLICE PLATE SCHED MODELS 8024 8124 WITH DECATRIM OVERLAY (2-1/2 THICK DOOR HEIGHT CLIP eS FROM BOTTOM TO. TOP PAS # 7'-0" 7. 9, S. 9. 9. 11 1 16 —0" 7, 9, 9. 9. 9. 11, 11 i6 9'—C" 7, 9, 9, 9, 9, 11. 11, 11 1$ 10'-0" 7, 9. 9, 9, 9, 11, 11, 11, 13 18 11'—O" 7. 9. 9, 9. 9. 11, 11, 11, 13. 13 20 12'-0" 7. 9. 9, 9. 9, 11, 11, 11. 13, 13, 13 20 13'—D" 7, 9, 9. 9, 9, 11, 11, 11, 13, 13. 13. 13 22 14'-0" 7, S. 9. 9, 9, 11, 11. 11, 13, 13, 13. 13 22 LAG 5CRE1Y 0 EQUIVALENT INTO OPTIONAL WALL ANGLE MAY BE ATTACHED TO SUPPORTING MIN 2 x 6 NO-2 TRACK CLI STEEL WITH MIN. (1) 1/4-200/8" SELF DRILLING SCREW WITH 1" SPF (G=0.42) OR — — — O.D. WASHER AT EACH HOLE OR PAIR OF HOLE LOCAMNS IN BETTER AT EACH 1/4 20x9/16" LIEU OF WELDING J HOLE OR PAIR OF TRACK BOLT AND HOLE LOCATIONS 1/4-20 HEX NUT U7 0 MOUNTING TO WOOD JAMB DETAIL MOUNTING TO STEEL DETAIL 1:) 2 3/4" (D MIN' EDGE DIST. m CO LO v N N r` t tE G' eq a ` 3/S" SIMPSON TITEN ND, 2-3/4" MIN EMBED IN'TO NIN 2000 PSI CONCRETE AT EACH HOLE OR PAIR // WALL ANGLE TRACK CLIP •, 1 /4-2Ox9/16" , TRACK BOLT AND 1/4-20 HEX NUT CONCRETE MOUNING DETAIL MODELS 5200 800o SOz4 8100 8124 8500 2' THICK DOOR HEIGHT CLIP f S FROM BOTTOM TO TOP SPILICE PLATE � 7'—C" 5, 5, 6, 7, 7, 9 12 8'-0" 5. 6. 6, 7, 7, 9, 9 12 9'-0" 5. 6, 6, 7. 7. 9. 9. 9 14 5. 6. 6, 7. 7. 9. 9, 9. 11 14 5, 6, 5, 7. 7. 9, 9, 9, 11. 11 16 12'-0" 5, 6. 6. 7, 7, 9, 9, 9, 11, 11, 11 16 13'-0" 5. 6. 6, 7, 7, 9, 9, 9, % 11, 11, 13 15 14'—V' i 5. 6, 6, 7. 7. 9. 9, 9, 11, 11, 11, 13, 13 is MODELS 6100 8300 1-1 2' TO 1-3/9' THICK DOOR HEIGHT CLIP JS FROM BOTTOM TO TOP P SPLICE TE 7'-0" 4. 4, 4, 4, 5, 6 8 S'-0" 4, 4, 4, 4. 5. 6, 6 8 9'-0" 4, 4, 4. 4. 5. 6. 6. 7 8 4. 4, 4. 4, 5, 6. 6. 7, 7 8 MODELS 9100 9400 9600 9700 9800 1' THICK DOOR HEIGHT CLIP fS FROM BUTTONS TO TOP SPACE PLATE #j 7'-0" 4, 4. 4. 4. 4. 4 6 8'-0" 4, 4. 4, 4, 4, 4, 4 8 9'-0" 4. 4. 4, 4. 4, 4, 4, 4 6 10'-0" 4, 4, 4, 4, 4, 4, 4. 4, 4 6 6/11 /03 UPDATED FTRNAT. iEhhSTD AILMMI E 9JHES To '..DD%52.DD Pg FOR ODOR 1141THS Ncm 'TuA5 bTALL- LE' TO 107.1,CKUWS L ANGIE'_ ADDED SMTE 10UNTING Ai, CHANGED TO N %0 MmEaRs ' 4/2/07 c"AmGm rmWKT. ,ED JJMMS 88D0 1 W24 19TH OVERLAY ,TEO SFME & CUP MULES. 9/06/07 PDATE VDUNTING IL DRAIINGS. 10/05/D7 iPDATTD CNUiTS W VATE M. USE OF is f9 �lFP�A06S11I ID}. I%J24/07 DATE I NAME DRAM 8J21/07 GRT CHECK 8/21107wmn LIRE SiEE3 2 OF 2 3395 AWSON DRIVE DRAWNG PART NO_ EEV. PARK R. BARROW, PE TRACK SUPPLEMENT CHART PEN(BN)A474-91i9032514 307494 PS FLORMA LICENSE NO. 573119