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HomeMy WebLinkAboutBuilding Permit Application All APPLICABLE INFOMUST BE COMPLETED FOR APPLICATION TO BE ACCEPTED Date: '� 0�+f Z0 1 Permit Number: (9(0 CAPR EIVED 0 8 2019 Building Permit Applicationty, Permitting Planning and Development Services Building and Code Regulation Division 2300 Virginia Avenue,Fort Pierce FL 34982 ���c/ Phone:(772)462-1553 Fax:(772)462-1578 Commercial Residential — � PERMIT TYPE: C -e-- oC_Dv- 4g�.,9 .y d"'« '€3r `�`�.�r'�.1tr, r t� Zig a e 'rt.s 8 SPR S; O ED i R UEMEIVT LOCATIir, �� � �� � x�� � „ �t� '.�i.v -M.. &d, �+a �. ��. h.r .✓�' s.e.rb�..zxr Address: Zc�c�l -1 Z ted. -���-- �-1 �C;rC' Property Tax ID#: ��I lNP�J(.� k OD�!kOOO Z Lot No. Project Name: qq�'�QiLE �IP'TION ham, Mia ,�. �:,.n +r �u 00A d. 'g Y��'�+��'`.®�'�.;.Cs; p�Lf^�3�.�'t'3i`€' k��. r�3 �,�v w.v�Yn k� e r��'s4 q�krt &' �,,���i 4+� 7 ri"°", '4, srfi tit'°� T+t "4`€� ��, 'A, 4 �� '�c••'.,,, Utilities: _Sewer _Septic Sq.Ft.of First Floor: Cost of Construction:$ k(300 O Total Sq. Ft of Construction: „ , a;,&r, g, #�:`:-fit 3`” 3x.,'x+,��vT^fi�y d'.". `J t;.a �r, �,._� �S.rgwY �✓rz€ .r ..�i + ur .�. y Y.r"�, '�,,`f S;P x ;�rrv',, T` ¥""` }.3,y?. .a�? �QQL�Pt�A�N�C?1:VEbo!' �ENTpPERMFrfar°.s� U, u��es�exerr�pfi� , mBuildln ,x°" «..EP, 'Kf4 t.r rx h3,..c y t 'Z yah s ?€ r r 4 ? a s wt' P sp Ipodpli�ii�: � x a ;b � � ar as s 4 S"ur'S ,€ 4>� ""p, s e, "` i5 . v €#' v'i Mar .?3P. �' �5`��'' r,r � "d 4" �q�°tr' +m ! { , „J ,;,,, a . .�rar mdingt , Tempp Bldg/Shediuseci excluslyei or cons r cti of , " obi e�(Vli 1» 17110 item ,;6nst ion office Bldg n silvecl i i iistrib':of�elec Cl a ti .�......,, �F�odwaY �YJN �.. �. �,. N, Rise erg cat uv parting AWa aCh;`#I ?�tIN, € R� � d,� t € 5 'dF =va �i €*k ' €` R d .x sa+ #,� fl rp ,�.°ti x L to Allot ter a liable state}and fieder lrper fts all be obtai d prior �omm ncern ,(€ .� .a #u€ !a>•�„9 j .Fs. ji- � ��S;�e.:'...wr .r•-, .+.tkION e r x t{€, `r =''7h a .r i 'x M-0`1 € "`'`-u€, I 4' t s. �'p,,-' f ' q' t�WNER/LESSEEx � 's a � CaNTM 4F1 � 4 RU� {�� z t '� °# r < ; °'... x..r .�.?" 's ��. '� .,�,.,+-.r*€ s� Sx3.f t '�” 1.�H. Nam "� Name {cur Address: I n LAZ-^A- t>�'r-e-•e-j- Company;_1�� -r��e- 1 —e.Kui e-e City: 1-eom C _ StatePI Address:qZD f1W COnu3 - C ZipCode: 3L—Nu� Fax: City.. I& f State: F Phone No.l--)Z U2A0 ' _J_\S Zip Code: Fax: ,L_ E-Mail: Phone No M Z 9T )—��o C Fill in'fee.simple Title Holder on next page(if different E-Maile�C�� from the Owner listed above) State or bun icense x_��2-1 if value of construction is$2500 or more,a RECORDED Notice of Commencement is required. If value of HVAC is$7,500 or more,a RECORDED Notice of Commencement is required. ,`s'"iv^.� '£ sh.e �U�PP�: MENTiaLC®NYRtCTItJN� LA1l�rIiVF�RMdT1( N•g $ LEN ro a- ��r'..�....�. �. DESIGNER/ENGINEER: _Not Applicable MORTGAGE COMPANY: _Not Applicable Name: Name: Address: Address: City: State: City: State: Zip: Phone Zi Phone: FEE SIMPLE TITLE HOLDER: _Not Ap a BONDING COMPANY: Not Applicable Name: Name: Address: Address: City: City: Zip: Phone: Zip: Phone: OWNER/CONTRACTOR AFFIDVIT.'Application is hereby made to obtain a permit to do the work and installation as indicated. I certify that no work or installation has commenced prior to the issuance of a permit. St.Lucie County makes no representation that is granting a permit will authorize the,permit holder to build the subject structure which is in conflict with any applicable Home Owners Association rules,bylaws or and covenants that may restrict or prohibit such structure.Please consult with your Home Owners Association and review your deed for any restrictions which may apply. In consideration of the granting of this requested permit,I do hereby agree that I will,in all respects,perform the work in accordance with the approved plans;the Florida Building Codes and St.Lucie County Amendments. The following building permit applications are exempt from undergoing a full concurrency review:room additions, accessory structures;swimming pools,fences,walls,signs,screen rooms and accessory uses to another non-residential use WARNING TO OWNER:Your failure to Record a Notice of Commencement may result in your paying twice for improvements to your property.A Notice of Commencement must be recorded and posted on the jobsite before the first inspection. If you intend to obtain financing,consult with lender or an attorney before commencing work odi otice of Commencement. Signature of Owner/Lessee/Contractor s gent for Owner Signature of Contractor/Licens older STATE OF FLO I kA STATE OF FLORIDA COUNTY OF COUNTY OF Ci, 1 The f�going instru ent vKa acknowledgbefore me The fQsgoing instr ment yv s acknowledgbefore me this 7 day of 20 by this day of � 20 by (��B�S am��e of,person making statement. Name of person making statement. Personally Known OR Produced Identification e// Personally Known OR Produced Identification Type of Identiflication Type of Identificati Produced Produced V (Signature of Nota KA S, NIELSEN (Signature of - 1„�� LSE N Commission No. TJ177107,,State of fF londa Notary Public _=c -Stateof Florida-Npptart' Public Commil �� # GG 207484 Commission 'ssion # Cl W484 My C o mmissio2n022Pires �q,F oP c My Commission Expires June 12, June 12 REVIEWS FRONT ZONING SUPERVISOR PLANS VEGETATION SEATURTLE MANGROVE COUNTER REVIEW REVIEW REVIEW REVIEW REVIEW REVIEW DATE RECEIVED DATE COMPLETED ev. � 3 2 1 'CLASSIC' RAISED PANEL'EMBOSS DOORS 'CARRIAGE HOUSE' RAISED PANEL EMBOSS DOORS SHCCT' __ REVISIONS MODELS 2a GA 25 GA 25 GA 24 GA MODELS 25 GA _) TIF h RL'V. N0. ZONL: DATE: ECN NO. APPVD: DESCRIPTION _..— .—._ .-...__.._._ —... CLOPAY 84A, 94 73, 75" 76, 75L 98 CLOPAY 'GALLERY' GD5S, GR5S -03 - - - SH SEE—RE.VISICN HISTORY ON SHEET ONE IDEAL 4- 6F.ST' 2RST 4F HOLMES 'ARTISTRY' AR5S HOLMES 48, 4IIB d?., •I2B -- -- IDEAL 'CARRIAGE HOUSE' .ED5S ' D SHORT LONG— (LUSH SHORT PANEL. '-� 1-"2" THICK D HORIZONTAL(TOP)JAMB JAMB TO SUPPORTING STRUCTURE ATTACHMENT (ND LOAD FRoI., DOOR) why: 25 GA. (0.019" MIN. THICK} (2) 12 G.A. GAV. STEEL TOP ROLLER THE LOAD FROM THE DOOR IS TRANSFERRED TO THE TRACK AND THEN FROM THE IRA K 10 DDS STEEL EXTERIOR SKIN b ,�- BRACKETS (2-1/2.'• x .5-3/8"), E;CtI TRE SFE VERTICAL SEP HORI(GRAZONTAL (TOOR P) JAMB)..IAI.!BS. NO LOAD FROH.,THE 000!+.15 WITH G-40 GALVANIZING, �--'' BRACKET ATTACHED Y!/(4) #14x5/8" SHEET TRANSFERRED TO THE HORIZONFgI (TOP)JAA,B. BAKED-ON f-RIAJER MTO .", + METAL SCREWS. ADJUSTABLE SLIDE ATTACHED 2. EACH VERTICAL JAMS SEES F MAXIMUM DESIGN LOAD OF +288 LB& -3.76 LB.PER LINEAR BAKED-ON POLYESTER PAINTED TO TOP BRACKET WITH (2) 1/4"XI/2" BOLTS FOOT OF JAMB. TOP COAT APPLIED TO BOTH .AND NUTS PER BRACKET. 3. ALL JAMB FASTENERS MAY BE (BUT ARE NOT P.CCWRED TO QE) COUNTERSUNK TO PR(WIDE A FASTENER FLUSH MOUNTING SURFACE. SIDES OF STEEL SKIN. TYPE 4. A 1/3 STRESS INCREASE FOR WIND LOAD 19AS NQ7 USED IN THE CALCULATION OF ALLCYU.BLE. I /I I LOADS FOR ANCHORS AND FASTENERS FOR STEEL CONCRETE AND MASONRY. MAX.C.C. C SHIP LAP JOINTS 14 GA MIN.. GALV. ROLLER HINGE. EACH A�,- HINGE FASTENED TO END STILES Y!/(4) 2x6 VERTICAL JAMB 1 #14x5/8" SHEET METAL AND (2) 1/4"X3/4'• SELF TAPPING SCREWS SEE —� I—^ VIEW ..8.. 4r J L -'' - �-' ONE 4" T-STRUT PER SECTION, (SEE VIEW —2.k JAMB 70 SUPPORTING STRUCTURE ATTACHMfhj. VIF,VJ_1i-"0") EACH T-STRUT ATTACHED AT EACH (NOT TO BE USED FOR ATTACHMENT GF TRACK ANGLE TO 2x6 VERTICAL JAMBS'OR SUPPCRONG STRUCTURE) 4" TALL TAPER STRUT. HINGE LOCATION WITH (2) 1/4"x3/4" SELF STEEL. TAPPING SCR;:YlS. -......'MAzii,+UM 0.057" MIN. GAM STEEL, ON-CENTER 50 KSI. MIN, DISTANCE STEEL BUILD'. IYPL FASTENER TYPE BETWEEN WASHERS OL K:5'Ao -- 7 4'x 1- �.,In_!J, 7APf rl r H H FASTENERS'REQUIRED' �'+_— 1 _]I_�_.F_ r PE9. �S4D.F3"bIC. � I O.D. -... v00 PSt i1Wi CONCRETE 1144` x 1` MN. ,f.PEO 7APC^7J CONCRETE M:CHOR ' �Mr'ED 1vEJ-IE AUKR 717E SLEEVE ANCHOR 'Ruy;.I, FMB'cD R'};,!-II ANjcR OTE S:.F.EVE,�,L�___._•__. VR B 3G):1;1_s J,�z.;;SREW TnsTti•�/,ZG7 VR4(1F t t- A"�h!DEO INTO STRU,^,.ID$T la • FIRST (BOTTOM)ANCHOR STARTING-AT NO MORE THAN HALF OF [HE MAXIMUM ON.-CENTER DISTANCE. HIGHEST ANCHOR INSTALLED AT LEAST AS HIGH AS THE Door OPENING. , CLOPAY DOES NOT SUPPLY JAMB ATTACI!mErIT FASTENERS MINIMUM OISTA14CC BETWEEN CENTER OF ANCHOR AND EDC°OF CONCRETE BLOCK: 2-1/2 EXCLUDING STUCCO O,ICKNESS. \ 12 GA. VIN. GALV, STEEL BOT7O,1A BRACKET ATTACHED WITH (2) #14x5/8" SHEET METAL SCREW'S. "ALUKIINUM EXTRUSION & VINYL WEATHEP.STRIPnil M/'��2i �'^K5/8" SHEET METAL -- 5F(`TION A-A (SID1y_V1N!)_ O O `Sl - No 6 8 _ MANUFACTURING,PRODUCT CODE 00 00 OT SHORT PANEL: PAN-2F153 1/4"x3/4" SELF t - SIGN LOADS: 435.0 P.S.F, t•: ._42.0 P.S.F. LQN!2PANE FAN- FI 6 F'OL i AS •Q o O TAPPING SCREWS. r DE_ A C'P; ST LOADS: +54j,0 �. ,F. k -63-0 S.F /A STA E OF :'�Z Id GA. ND HIN 1 A L!I J, INT RIF IAiF 1 • umess s:ele4 o,ne,.se 5,D 585 Duke Oool -a :O 4!A` __�..._-..._..GAS 21_G.."_(-L)_-E-_L,fJ.__._.N.Q.E � .r VN+m_OAD RATING pQ ��� vl "= vlgy; 'c TOLERANCES�. mos I,Ox 4s0 us4 �I>`` •.0 RIO G. 1<I.N0.S13_ 0:LISA c 'T' i�ss ' ' ♦�Al 0 •• 'ti OS!< =gip q Podl!s Ca�pmr Fox No.St3- 70-4853 �'l)_i.J f" l) I '"it«OlL11L1_���- _0 00 00 x.00S DESCRIPTION: 2" STEEL PAN D-RS 16'2"W (SEE TAQLE FOR MODELS) u DES16N ENGINEER: 0000 4.00; DRAWN OY: SII DATE 71/19/12 SCALE: NTS D<gre,es = s 1/2' CHECKED BY: SH !G. _ SCOTT HAMILTON, PE. OATS: 11/20/12 SHEET 3 OF--d"17.E FLORIDA LICENSE N0. 63286DIVEN51O"S ARE IN II&AI.S D'NG. NO.: 104710-A/0 VER: IBC .............._....._.. — --�--- —' -.3 -— 2 ILoORRDQ p OO DUCT ME-)PROVQL 16107 4 2 1 • 'CLASSIC' RAISED PANCL FML? SS DOORS 'CARRIAGE HOUSE' RAISED PANEL Et4BOSS DOORS SHEET: _ __ REVISIONS MO➢ELS 24 GA 25 GA 25 GA 24 GA MODELS 25 GA J OF 4 REV. NO. ZONE: DATE: ECN NO. APPVO: DESCRIPTION CIUPAY 84A, 94 73, 75 76, 75L 96 CLOPAY 'GALLERY' GDSS, GRSS -03 - - - SH SE.E REVISION HISTORY ON 711 CT ONE IDEAL 4RST 6RST 2RST 4FHOLMES 'ARTISTRY' AR5S__ HOLMES 48, 488 4?,. 42B -- -- IDEAL 'CARRIAGE I+ITLISE' ED5S , D $HART LONG FLUSH SHORT PANEL_ -I 1--2" Tr.ICK ^^ - Ll rHOR2oNTAL (TOP)JPI.S JAMB TO SUPPORTING STRUCTURE ATTACHMENT ' / (NO LCAD FROM DOOR) N07E, 25 GA. (0.019" MIN: THICK) (2) 12 G.A. GALV. STEEL TOP ROLLER. ' I. ALL THE LOAD FROM THE DOOR IS TRANSFERRED TO THE TRACK AND THEN FROM THE TRACK TO DDS STEEL EXTERIOR SKIN_' BRACKETS (2-1/2" x 5-3/6"). EACHI THE 2.6 VERTICAL SYP(GRACE. #2 OR,BETTF.R)JAMBS. NO LOAD FROM.THE DOOR 15 WITH G-40 GALVANIZING, ' -•�'' BRACKET ATTACHED W/(4) fft4x5/8" SHEET TRANSFERRED TO THE HORIZONTAL (TOP),JAMB. BAKED-ON PRIMER AND A METAL SCREWS. ADJUSTABLE SLIDE ATTACHED 2. EACH VERTICAL JAMB SEES A MAXIMUM DESIGN LOAD OF +258 LB k -336 LB.PER LINEAR BAKED-ON POLYESTER PAINTED TO TOP BRACKET WITH 2) 1/4"X1 7." BOLTS FOOT OF JAMB., .. ( / 3. ,ILL JAUB FASTENERS MAY DE (OUT ARE NOT REQUIRED TO QE) COUNTERSUNK TO PROVIDE. A TOP COAT APPLIED TO BOTH .AND NUTS PER BRACKET. ' FASTENER FLUSHMOUNTING SURFACE. SIDES OF STEEL SKIN. _.....I ' TYPE 4, A 1/3 STRESS INCREASE FOR WIND LOAD WAS HQT.USED IN THE CALCULATION OF ALLOWABLE ' F_O.0 LOADS FOR ANCHORS AND FASTENERS FOR STEEL. CONCRETE AND MASONRYtMA C .1.:..— .. SHIP UP "j JOINTS ` 14 GA. MIN GALV. ROLLER HINGE. EACH C` p-"—_HINGE FASTENED TO END STILES W/(4) 2x6 VERTICAL JAMB ) #14x5/8" SHEET ACETAL Af+D (2) 1/4"x3/4" SELF TAPPING scREG1'S. SEE VIEW "B'. +• 4-� ' t ON 4" T-STRUT PER SECT16N. (SEE VIEW 2x6 JAMB 70 SUPPORTING STRUCTURE ATTACHVIE�T .. LVI�W-;p "0") EACH T-STRUT ATTACHED AT EACH _. (NOT TO BE USED FOR ATTACHMENT OF TRACY,ANGLE 70 2x6 VERTICAL JAMBS OR SUPPCFi1NG STRUCTURE) t"TAIL TAPER STRUT. -HINGE LOCATION WITH (2) I/4"x3/4" SELF _ —.—.___..........................._. .. TAPPING SCRFWS. ' �_���•"""'niAXiitUi.+-- `--� O.U57' MIN. GALV. STEEL, ON-CENTER 50 KSI. MIN, DISTANCE STEEL BULLD:t:I: i7P( FASTENER iYF[ BETWEEN WASHERS FASTEN.R.S'REOUIREO' .. 9_-0 /.:::::__7 L 1 4"_._7.z,.1/+.U:II. EM(?Q T_AEF.QN Ci..N R:T_L.1L t.^rF(1R _ 7-t/2- 1' O.D. _ 3000 F9 A:CONCRETE 1 a` . 1 LUN. J.L-6 TAPC.ON CONCRETE ANCHOR 6-1 4 I"0�_ P �11N,...0 (=CBEIE_..:3/3"X 1-3/4'AUN. EMBED WEJ-IT FfIKR TITE SL[EVE ANCHOR r,Or P.✓�M1.4�.CONX5= � 'I'm F. tv.I !L._AryKR TNF BLELVE A.'v,^.Hrl� 5' u.._ _ _ T'I\^• fRE1V(t5iD � 17-5/_a" "6U✓iia%D_ED9 ) " FIRST (8077041)ANCHOR STARTING AT NO MORE THAN HALF OF THE MAXIMUM ON--CENTER DISTANCE. HIGHEST ANCHOR INSTALLED AT LEAST AS HIGH AS THE DOOR OPENNG. CLOPAY DUES NOT SUPPLY JAMB A17ACH.IEN7 FASTENERS. MINIMUM DISTANCE BETWEEN CENTER OF ANCHOR AND EDGE OF CONCRETE. BLOCK: 2-1/2"". EXCLUD,Nr STUCCO THICKNESS. \ 12 GA. MIN. GALV. STEEL BOTTOM BRACKET ATTACHED %'WITH (2) 144/8" SHEET METAL SCREWS. '- -ALUMINUM EXTRUSION Ec VINYL, WEATHEP,STRIP ' JJG04T......A1/4po�i�' o ("00 O{t 4x5/8' SHEET METAL SCREWS -- VF(�TI?N A-A (Sln(. VIFLV)_ -- O o\ *; No 6NOF t *� NPnCTURING PRODUCTCDllE00t O/f SKIRT PA14EL: PAN-21153 \ 1/4"x3/4" SELF' �// OES;(�': Lv+i;'. N PAN P N-.1156 �'b T O TAPPING SCREWS. O� YFST c.° ,.+36 JJ ?F.f "STA 'ltJ� _:C tL... r_1n.O -6o 0 O P.S.F.FN/A 14 'A NC HIN 1 A._.(!.!IN_INTEHMF')IAi1 HIN ( vGess.:clee Ulnermse' SBS Duke emra Q•. +!/� _ ^Szl�._.—_._��$ .. 1_C —.) A._.._,..__._.Ci.E _ WIND'-040 RATI, C.F. i T•:� ,P •� VI ' " " VI"Y. - .:.. „_ Lloson,ON 040 LISA , �i1 R9•Coq 1O:.•��`�� _.E9—E3_ ....L—� Tct:eo.st 270-4e00 `^I f.' '7 � ONA1-E?�``� .00 =. 3.0!5 DESCRIPTION: 7. STEELt PAN D)D1)c311^'VrtlaFF Tnal�t �) �LLl TL BOB = 3.005 —_ � n� ••� , BOX 1.001 DRAWN BY: SH BATF.: tt/t9/t2SCAIf.: NTS _ —.— ._. _._._.._._—S-.._..._................_.._D1 DESIGN ENGINEER: Oagrees = t t/2' (NECKFD RY: SI+ OFQE' 1 t 2 SIZ G SCOTT HAMILTON. P.E. vmea:Srnlca cmo,s< _ / 0/12 SHEET 3 OF a [ FLORIDA t.ICENSE too. 63286.,.,,_.....-._....._......._. . DI'ENSIOus ARE w R:a¢s DWG. NO.: 104710-A/D - VER: 18C -- FL OR0DA 10 OO©MCTi aPPRI 00 ALS 16107 ( 3 2 _� 1 'CLASSIC' RAISED PANEL EMBOSS DOORS 'CARRIAGE HOUSE' RAISED PANEL EMBOSS DOORS SHEET, _ REVISIONS MODELS 24 GA 25 GA 25 GA 24 GA MODELS 25 GA 4 0F 4 REV. N0. ZONE: DAIS: CCN NO. AFPVO: --.--. __._.._ L_!_0 —T DESCRIPTION i `CLOPAY B4A. 94 73, 75 76. 75L 98 CL.OPAY 'GALLERY' GD5S, GR5S 03 - - SH SEE REVISION HISTORY ONSHEETONE. f --'-'—----'-"--- (DEAL 4RST 6RST <'.RS'i 4F IiDLMES 'ARTISTRY' ARSS "'"""'--'"-"'-'"""'_.._._..._.. ............._............_—._.—. i HOLMES 46, 4BD 42, 42D=- IDEAL 'CARRIAGE-HOUSE' E135S . SHORT LONG FLUSH SHORT PANEL D HORIZONTAL TRACK SUPPORT BY LJ _ DOOR INSTALLER-(TO SUIT. I9.Q1H:TRACK CONFIGURATION AB Ow<THE -D OORCOUNTERBALANCE SYSTEM I AM C N I PATI N DOOR OPENING DOES NOT AFFECT THE DOOR QOORS IJP.TO AOO 1.8� - WIND LOAD RATING OF THIS DOOR. """'"'"'"`""""""'"'-'"'""""""''�""' HEIGHT "L_' C.V. STEEL FLAG BRACKET'ATTACHED-70 0 8' 1-DOOR OVERLAP (EACH SIDE)�I ' - - I STOP MOULDING BY DOOR INSTALLER WITH'(3) 5/16' X 1-5/8".LAG SCREWS 7 - 7 •• (TO SUIT). O TRACK WITH (2) 1/4"RNE1S. _ A•_ - 2x8 SYP'?.*ODD JAMB SEE C 16 GA. GALV. STEEL END STILE, ';?".TRACK C NFI I RATION a� g'. "JAMB PREPARATION NOTE". �,ri Jaz°r / /'18 GA GALV. STEEL DOUBLE END STILE " 20 GA. MIN. GALV. STEEL INTER..STILE. DOORS UP TO 800 1,55, z' SPACING NTE 14' O.C. �q—i0.1 "_ 18( _ n• _ ••I 8^ 2-i/2'% 12 CA GALV, STEEL -_-.--- - - - HINGE. GALV. STEEL INTER. 7F<ACK BRACKETS FASTENED 10-� FASTENED O Ccc-tlTfR 2`GALV.STEEL TRACK, 70:_6" I YlOOD JAMBS WITH 5/6"% I-5/8" _.. ..... �t -STU 11'/(4)EACH#'14x5/8" ,RACK THICKNESS:0.083'. T I-0"1 4' LAG SCREWS NOT TO EXCEED 14'• SHEET ME1FL SCREWS. T ON-CENTER, MIT.Oi- 9 LAG 7/16- I.U.ROUND „L, .1' _�" 8•• SCREWS REOIRRED PER-JAIAB PU SH NUT C"14�" 2',GALV.STEEL TRACK FASTENED TO FASTENER. -08 -TYP. 2-1/2" % 12 CA CALV I �"14 12 GA GALV STEEL.TRACK BRACKETS 14 CA.. CAW. STEEL ROLLER HINGES FASTENED TO CND STILES W/(4) /EACH #14x5 8" C STEEL TEND HINGE RACK BRACKETS, t3_6"j$M1" WITH EITHER(2) I/4"DIA. RIVETS OR SHEET METAL.SCREWS AND(2) 1/4'SELF TAPPING SCREWS PER ATTACHED TO JAMB WITH (1) L4:7�' 9_ (1) I/4"% 5/E'QOIT G NUi PER C 5/16'% 1-5/8"LAG SCREW'PER 14'_B^.I f' TRACK BRACKET, •• a L 2"DIA, 7-1/2'LONG STEM, IO BALL STEEL ROLLER WITH STEEL OR NYLON TIRE TRACK BRaCKEl. •- "I)l0.0LHR BRACKET(2-1/2' x 5-3/4"x 12u^A) ` .RATI(Z_OF�AIABSQY OTH �, ATTACHED WITH (2) 1/4"x 3/4"SELF TAPPING SCREWS. NOTE THAT LHR BRACKETS ARE.ALSO USED WITH 'DOUBLE ENO STILE'AS SHOWN IN - 3" TRACK CONF(j,(1RpT10N N0� TRACK CONFV_•URAi'10M ABOVE THE ZONE B-3 SHEET 1. 1 DOOR OPENING DOES NOT AFFECT THE JAM CpNF'IGURATION Ik)p R5 8D0 LBS AND 0lER. WIND LOAD RATING OF THIS DOOR. D.�U%X 7k4�K CEtRER HANG REOUIRED FOR -R-�-�•9Q-4.@S AN 41, R= .. LOA21rse1RR.01__Q.P_TIS1± AVAIL.FOR BOTH 2"AND.3''RACK) DOORS OVER fi'HIGH. l ( , tI C —_ -. ... 1`DOOR O-ARLA' (EACH SOC) C)--j TRA HORIZONTAL t' I U6LE HSR' .-.•.,.- r CK pQ i 2.6 SYP WOOD JAMB. SEE STOP MOULDING BY DOOR INSTALLER(TO SUIT) r3"GAIN TAPERED STEEL TPAf ANO ANGLE. TRACK "JAYS PREPA4;.TION NOTE`. -1E A.CALV STEEL END STILE. I THICKNESS:D.101 1NCLE.THICKNESS:0.080". HORIZONTAL TRACK ��>�. x< 18 CA. CALV. STEEL DOUBLE END STILE. .MIN..ANGLE DIMENSIONS 3-1/4" 2-7/8". SUPPORT BY DOOR 20 CA. MiN GALV. STEEL INTERM: STILE. i INSTALLER(TO SUIT). - 1 18 CA. GALV, STEEL INTER YE.RTICAL/HOkI_ON7AL TRACK 14' MAXIMUM SPACING 3-1 4' x 2-7 8"MIN.x 0.080"TAPERS � t• JUNCTION. R I/4"BOLTS SROM LAST MOUNTING / / .,-,.-� HINGE,FASTENED TO CENTER h NUTS FOR EACH TRACK. SLOT TO TRACH JUNCTION ANGLE. SEE LAC DOLT MOUNTING BELOW. J I S71LC Y//(4) EACH ((14x5/8" 7/16" ,D. UND SHEET METAL SCREWS. _ / 1 PUSH NUT r ADDITIONAL MOUNTING SLOTS J ` PASIENER o SPACED AT 12'CENTERS . 0 101"THICK 3"GALV. STEEL TRACK FASTENED 14 CA...GALV. STEEL ROLLER HINGES FASTENED TO END 70 TAPERED ANGLE.TRACK ATTACHED TO STILES W/(4) EACH.#14x5/8"SHEET METAL SCRE'W'S p�� Gil'CENTER TAPERED ANGLE WITH ONE. 1/4"x5/8"BOLT 1< AND(2) 1/4"SELF TAPPING SCREWS PER END HINGE. 41-1SG,•1GNS �iy�i� t7 4=- —. NUT AT EACH MOUNTING SLOT ' 'V F•••. - 3"DIA. 8-t/1" LONG STEM HALL DCFktNG 5TF.f.I. ROLLER. No §� 5: " •r' MnNUFACTURiNG PRDUUL'T CODE. �'Z• { ••:�' = ONE.Y"TRACK BOLT AND.NUT pT EACH 'y' yd•< • 3M1- RaTign_OF,IAP1(3�.FF�Y,� FIRS, ISHORT PANEL: PAN- -1 6 • L+ MOUtiTING st 07 LOCATION. • � n C I�A�9 LONG PANEL! PAN-2F156 3 13/S o _—•_-_ _ I aU 0 P S F & -42:0 P.S.F. ��., :�• ^- A S 1. -63.0 P.SF. PA T - N A EST �.-u P.S.F� STATE OF :W� DOOR ,VERTICAL -_ � V I 5 1cd oIF >,iNOLDAD RATIN i '. •JL 22" HEIGHT TRACK L FN(•7H / 'xe-8001 7z - k TOLeRANCES a Tbwn,OH 450 `usA �iO�S• O ft 1�:'G�,�� 8'-0' 84' //� U " *.031 Bv7As P 0Cuc1s Com Fel`No.513-77-4800 ., L F T �i Sn/••.•••••�C�3? .8'-.0_._94.........._......_.... `OfiE 5/16-x 1-5/8" LAG SCREW SPACED AT THE SAME .._..-9._-••----•__L'.°m:._......_0 N0.5133 4651 -1 VV 36 y , 00 = *,015 DESCRIPTION: 2" STEEL PAN DOOR Tpt IQ,�' 108.;