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HomeMy WebLinkAboutProduct Approval LIMIT ONE HALF PANEL PER OPENING 03 0 wo =a m� .062" 2.250" .060"3.00"MAX. 2.250" o J z 1.0s" 1.05" 1.05"MIN. 2.250" o e s 3 rllll� °�O o TYP. o - o ►-a I.n U'F.E n 01 i 07" o0 1.17" 07" o N N .094"T P. .094"T P. .101" .094" = o J~��u .094" [202" 94•' aLu .7 vOi'� s cam•" SEE NOTE I I SEE NOTE I �'+ P .094" in - s .120" o J E ll No.12 No.12 o o c, ^� o z W ® 1.17' m .7.062, ry 062" .o .125" ^! 62" o c - Oma'4 72.00"COVERAGE ( 6.000"COVERAGE 00 14.375" 8.332" ^.375 '•375" .250" m W Z= LLQ 2.030" 2.000' " W a UNTT,rvrv=n xF o s��O1e Z O STORM PANEL 1a HALF STORM PANEL O°h°HEADER O'U°HEADER 3a BUILD-OUT'U"HEADER W _ Y V P4 `� _Z SCALE:3"=1'-0" SCALE:3"=1'-0" SCALE=3"=1'-0^ SCALE:3"=1'-O" SCALE:3"=1'-0" r- Wg A 1/4-20 MACHINE LS ACHINE LK W(x112" 1/4-20 MACHINE 1525" W YLLm $ 0 2"O.C.ISiUD TUDSCREW 12"O.C.(STUD 3.385"MAX.N MAY TION MAY S°SED) VERSED): DIRECT ON MAY 886" 2N BE REVERSED) .375"R4- $24•" .092" 177"" ry YP. 721rt 5 TYP' ^ .090" (TYP.) w n _ IIIIIIrIIIIIIIII .150" s .750" - 65� 5 0 Z S U �� Z.D D.. r D91" w.21S215" N.Z1S 215" �N 313" 2.00"MIN. o •• e o d _ o L1J 5.00"MAX. 632" 090" YM 377" o xW . R �� . .aa O STUD ANGLE ®STUD ANGLE SPUD ANGLE YM. 700' a- O SCALE:3"=1'-0" SCALE:3"=7'-0'• 4b 7.05.00 0"MIN. a j y r~�" SCALE:3"=1'-0" 3i r�1�i"d � "MAX. GER31A TES: DANGLE OC-TRACK(FINISH) 6a C-TRACK OBUILD-OUTF-TRACK se L THESE EVALUATION DOCUMENTS REPRESENTA SHUTTER SYSTEM ANALYZED AND TESTED IN ACCORDANCE WITH THE STH SCALE:3'=V-0' SCALE:HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE &,u EDITION 2014 FLORIDA BUILDING CODE FOR USE WITHIN AND OUTSIDE OF THE HIGH VELOCITY HURRICANE ZONEig 2 PRODUCT PER�ORMANCETESTINGWASCONDUCTEDINACCORDANCEWITHTAS20LTAS202.&TA5203ANDTHE�B 376" 376" yz Q §9� LARGE MISgLE IMPACT RESISTANT. 3. DEIERMINETHE POSITIVE AND NEGATIVE DESIGN LOADS TO USE WHEN REFERENCING THESE DOCUMENTS IN ACCORDANCE •190 '190' WRHASCE7.10ALLOWABLESTRESS DESIGN.CALCULATED WIND LOADS SHALL BE MULTIPLIED BY THE LOAD FACTOR O6 BEFORE C73 563"0 yREFERENCING THESE DOCUMENTS. .440"4. FOR WIND LOAD CALCULATION IN ACCORDANCE WITH ASCE?-10,A DIRECTIONAITIY FACTOR OF KD�.R5 MAY BE USED. 313"452"655" 373" .465" .655"5. NO ALLOWABLE STRESS INCREASE I5 UTILIZED IN THE DESIGN OF THIS SYSTEM;HOWEVER,A WIND LOAD DURATION FACTOR OFCD=13315 USED FOR SCREWS DESIGNED PER NDS.6. THESE EVALUATION DOCUMENTS ARE GENERIC AND DO NOT INCLUDE INFORMATION PREPARED FOR APPLICATION OF THIS `e 0.090"(TYP. 0.090"(TYP.)SYSTEM TOASPEaFicsm - a 7. THESE EVALUATION DOCUMENTS ARE THE INSTALLATION INSTRUCTIONS PORTION OF A PRODUCr EVALUATION AND SHALL ONLY m a BE USED WITH THE CORRESPONDING PRODUCT EVALUATION REPORT.USE OFTHESE APPROVAL DOCUMENTS SHALL COMPLY -------� o c N (20 GA.GALV.STEEL OR 40 WITH OUAPTER6IGIS-23 OFTHEFlORIDAADMINISTRTNECODF .BB., OR 0.050'6063-T6 AL Ml B. THESE EVALUATION DOCUMENTS ARE SUITABLE TO BEAPPUED BYTHE CONTRACTOR PROVIDED THE CONTRACTOR DOES NOT 2.00" Z �- DEVIATEFROMTHECONDMCNSDETAIUDHERBNANDTHECONTRACTORVERIFlES THATTHE D(LSDNG STRUCTURE DOES NOT OPTIONAL �N DEVIATE IN EITHER FORM OR MATERIAL FROM THE STRUCNXALSUBSTRATES DETAILED HERON. LEG DIRECTION (ZAMAC3 ALLOY) KEYHOLE c 9. ANY MODIFICATIONS OR ADDITIONSTO THESE EVALUATION DOCUMENTS WRIVOIDTHE EVALUATION DOCUMENTS. O°F'TRACK Sa °P ANGLE-TRACK OWING NUT QWASHER El 10. WHEN SITE CONDITIONS DEVIATE FROM THE EVALUATION DOCUMENTS 7HEBUILDING OFFICIAL MAY REQUIRETHATSITE SCALE:HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE SCALE-HALF SIZE SPEOFlCDOCUMENTS lUSI1FYING THE DEVIATION BE PREPARED,SIGNEd,DATED AND SEATED BYA UCNSED ENGINEER OR REGISTERED ARCHITECT. WIDTH UNLIMITED 11 EACH PANEL OFTHEASSEMBLY SHALLBEPERMANENTLYIABFIFD ATASPACING NO GREATER THAN 36'ON THE O(IFNOR FACE w WITH THE FOLLOWING MINIMUM INFORMATION: (PERPENDICULAR TO TOWN&COUNTRY IND. PANEL SPAN) w FORT LAUDERDALE.R TOP MOUNT TAS ZOL ZO2,&203 TYPICAL SECTIONS, Y W 0 m 9 LD LARGE MISSILE -------__ FBCAPPROVALNUMBER m3 315"0 E�a 12.ALUMINUM STORM PANELS SHALL BE30D"34 OR 5052-H34 ALUMINUM ALLOYWTDI MINIMUM THICKNESS AS SPECIFIED IN u� THE APPLICABLE SPAN TABLES \• SIDE -� 13.ALL TRUSION OWN SIMBE6063-TISALUMINUM ALLOY,U.O.N. w 1.00" 1 1 MOUNT FWw 14. ALL BORIS 5TII�,ANDWASHEAS,EXCLUDING INSTALLATION FASTENERS,SHALL RE STAINLESS STEELWITH A MINIMUM TENSILE Z m PLAN PLAN PLAN = Z S711ENGT}{DEED VIEW 650"0 VIEW baa 15.TOPANDBOTTOM DETAILS MAYBE INTERCHANGED AS FIELD CONDITIONS REQUIRE PANELS MAYBE MOUNTED HORIZONTALLY \ WHERE APPUCA LH&U HEADERS MAY NDTBE USED FOR HORIZONTAL MOUNTING CONDITIONS. i •'�LtEy HOLE SLOT' I wa 16.TRACKS MAY BE REMOVABLE PROVIDED REMOVABLE ANCHORS ARE USED. 17.IF PAN EL OVERLAPS OPENING BY LS TIMES THE GAP BETWEEN THE WALL AND PANEL NO SIDE CLOSURES ARE REQUIRED. - / �, Lmax.,SEE STORM PANEL SPAN N4. I&PROVIDESEAUINTAROUND PERIMETER OF COMPONENTS IN CONTARWITH STRUCTURE TO PREVENTWATER INTRUSION yL _ 4a4 I,W.i(6NeteV(Ch BEHIND COMPONENTS. w w 1 / -'\ SCHEDULE-TABLE 1 4'k j;pS,ftism IF+-iNoc w= Ati 'Y.* `4C0&mer+d:?E�39Gi w w / 315-0 n�N4w�"�;.•,'}:, py.M,�, ' N Z .. .. 1.5 TYPICAL HORIZONTAL ELEVATION ,6500 /% SCALE:1/4"=1•-0" ' 0 ° 4/28/1 12' _ -----_HOLE SLOT .• (e:F:M NOTED (TYP.1 BOTTOM MOUNT aw Drawn b10 A)tV:Date:.04 2015 TYPICAL VERTICAL ELEVATION °SCALE:1/4"=1'-0" - HURRICANE PROTECTION `>"'Sh&et 7,of 8 C:\Documents and Settings\MCantu\My DDcuments\Google Drive\MIDI_Projects_Cad\08_YWKnezeNdL\CAD2015\02_KC350107 TgCVU),rb\KC150107-01Awg,4/24/2015 12:01:40 AM,Lehr,1:1.02337,www.MiDis mratemm r zo =� yz ~Zg' B2 TABLE 1:PANEL SPAN SCHEDULES TABLE 2:MINIMUM SEPARATION FROM GLASS SCHEDULES r a W J E$ 8 � 5 0.050 ALUMINUM PANELS 0.0615 ALUMINUM PANELS 0.050 ALUMINUM PANELS 0.0615 ALUMINUM PANELS a N 2--511, POSITIVE OR L max. L max. POSITIVE OR L max. L max. POSITIVE MINIMUM SEPARATION POSITIVE MINIMUM SEPARATION a W ASD SHUTTER FROM GLASS ASD SHUTTER FROM GLASS E2 Jy NEGATIVE FOR FOR NEGATIVE FOR FOR v a Z =-LL:; ASD ASD INDLOA SPAN INSTALLATIONS INSTALLATIONS INOLOAD SPAN INSTALLATIONS INSTALLATIONS Z U�'c r FOR NEGATIVE POSITIVE NEGATIVE a WINDLOAD WINDLOAD 'W' •L' 530' >30' •V/• 'L' 530' >30' Q j A ASD ASD ASD ASD '« (PSP) WINDLOAO WINOLOAD (PSP) WINDLOAD WINDLOAD (PSP) ABOVE GRADE ABOVE GRADE (PSF) ABOVE GRADE ABOVE GRADE v Ms'ra.3 t m 72" 3" 7-3/8" 72" 3" 1-1/2" Tp— Z 5(n 5. 23 144" 144" 27.5 144" 144" 30 104" 3" 2" 27.5 104" 3" 1-7/8" W w Y�q $ 25 141" 144" 1 30 143" 144" 135" 5" 3-1/4" 144" 4-1/8" 3-1/8" 3 c6ma g 30 135" 144" 35 138" 144" 72" 3" 1-1/2" 72" 3" 1-1/2" s o� ,ti•~ 40 104" 3" 2-1/8" 40 104" 3" 2" 35 130" 144" LO 133" 744" a o 126" 5" 3-7/4" 133" 4-1/8" 3-1/4" 40 126" 143" 45 129" 144" W 72" 3" 1-1/2" 72" 3" 1-1/2" � S 45 122" 135" 50 126" 139" 50 104" 3" 2-3/8" 50 104" 3" 50 119" 128" 55 123" 132" 119" 5" 3-1/4" 126" 4-1/8" 3-1/4" c m da 55 116" 122" 60 120" 127" 72" 3" 1-5/8" 72" 3" 1-5/8" z C' 60 111" 117" 65 118" 122" 60 104" 3" 2-5/8" 60 104" 3" 2-3/8" a 03 Or r� a " 111" 5" 3" 120" 4-1/8" 3-1/4" 3 c rwla '' 65 107" 112" 70 116" 117" W z 2 72" 3" 1-5/8" 72" 3" 1-5/8" E2 :370 703" 108" 75 113" 113" 70 103" 3" 2-3/4" 70 104" 3" 2-5/8" o Z '�€FFF� � 75 96" 104" 80 109" 709" 80 72" 3" 1-5/8" 116" 4-1/8" 80 90" 99" 85 106" 106" 90" 3" 2-1/4" 72" 3" 1-5/8" viz Q n&� 85 84" 93" 90 102" 102" 90 60" 3" 1-1/2" 80 104" 3" 2-3/4" us 80" 3" 2" 109" 4-1/8" 3-1/8" zo m 90 80" 88" 95 96" 96" x' Q O E 100 60" 3" 1-1/2" 80 60" 3" 1-1/2" cv o op 95 75" 83" 100 91" 91" 72" 3" 1-3/4" 102" 3" 2-7/8" F. 100 72" 79" 110 83" 83" 48" 3" 1-3/8" 60" 3" 1-1/2" a o 0 110 65" 72" 120 76" 76" 110 65" 3" 1-5/8" 100 91" 3" 2-3/8" <z 120 60" 66" 130 N.A. 70" 48 3" 1-3/8" 48" 3" 1-3/8" 130 N.A. 61" 140 N.A. 65" 120 60" 3" 1-1/2" 110 83'• 3" 2-1/8" w f- 140 N.A. 56" 150 N.A. 61" 120 4B" 150 N.A. 52" 76" 3" 2" m c ' 0 1XnqvIh TABLE 1&2 NOTES:1.SEE SECTIONS FOR SHUTTER SPAN DEFINITION.2.FOR TABLE 1,DETERMINE BOTH THE POSITIVE AND NEGATIVE ASO WINO LOAD.CHECK THE MAX SPAN FOR EACH AND USE THE LESSER OF THE TWO VALUES. 3.FOR DESIGN LOADS BETWEEN TABULATED VALUES,USE NEXT HIGHER LOAD TO DETERMINE ALLOWABLE SPAN.4 LOAD ANDFOR TALES�AN 2 PRODCT ENTER AT A SPIAN TO DETTIVE DRMNEJMIIMUMECT ITIVE SHUTTER SEPARATION FROM GLASS. t4t' 1\N 0R atEa >q p1a�eSsbwlFiigus. SR D 'TYOom.e"t+6arE�le6t, T.Y '04/28/1 (I w^y Daie:.A4 1D 2015 d �(Ci`5010T HURRICIWE PROTEC�N ��f�"`'rt"*%SNeet 2,of B ..C:\Documents and Settings\MCant uft Documents\Google Ddve\MiDLPmjects-fad\08-JWKnezevich\CAD2015\02_KCI50107 T&CYWsb\KC150307-02AW,4/15/2015 11:50:03 AM,Ledger,1:1.02339,www.MiDisparatemm EXISTING CONCRETE, EXISTING CONCRETE, ry HOLLOW CONCRETE BLOCK OR HOLLOW CONCRETE BLOCK OR EXISTING CONCRETE, OPTIONAL LEG DIRECTION c 3 WOOD FRAMING WOOD FRAMING HOLLOW CONCRETE BLOCK OR CONNECTION TYPE x o (' CONNECTION TYPE O CONNECTION TYPE WOOD FRAMING Cl CONNECTIONTYPE REFERENCE ANCHOR (TYP.TOP AND BOTTON) REFERENCE ANCHOR o Z V LLry REFERENCE ANCHOR � 5 SPACING FOR MAX. MB..� SPACING �e SPACIINGE FOR MAX. F a ago m SCHEDULE FOR MAX. a F� OmuEa_ " /2" 2 1/4"MAX. w .j 1/4"MAX. _ _ :3' `� Q. EQ. S W ' 2 a-8 2 o _ — MB.-s a W Sao w0 Si �� w0 q a �� v� .7 vr•ry"� x•1;5::.;i Q Jm ?.�~^.. a< Iw7~ ✓ 3 w w 2 a Z�=;;i o- WN�d° 15 15 EXISTING 0.Q �- GLAZING 1 ~ EXISTING 1 E Z= LL' GLAZINGMIN w N y) 7 0.F, a c Z u�• SEEo w STORM PANEL O w SEE MIN. N ''%��'1� cs.� �/ W 3 p SEPARATION a 7 STORM PANEL w W o_1 �I FROM GLASS w w SEPARATION N EXISTING N j y Z a $ FROM GLASS _ur GLAZING SEE MIN. 0 Y'd=q TABLE 2 N v=wi TABLE 2 E< STORM PANEL w= a SEPARATION q Z u! FROM GLASS m m s g~ 6 a TABLE 2 q Z c 4x Q c OWALL MOUNT SECTION J w OPTIONAL TOP MOUNTING BUILD-OUT MOUNT SECTION I% tu •� S SCALE:3"=7'-0" O SCALE:3"=1'-0" O SCALE:3"=7'-0" c m a EXISTING s s o SEE MIN. GLAZING c2 O STORM PANEL W SEE MIN. Z ¢1 r/7 ��g' ; SEPARATION .� EXISTING a m a-- FROM FROM GLASS Z GLAZING r SEPARAT ONL o.F i . TABLE 2 a G FROM GLASS TABLE 2 i o -$�, Q rc� 0 w F 0. 4 4a MAY BE 0 >c 0 EVERSED w= z—y �Q�N S2 q Z 'D S a m.. 44 4b y xm 7 .�. o �\ m Z F:� n.w v E(L MB. ; X1/4"MAX. a d: J IA Cl CONNECTION TYPE Cl CONNECTION TYPE ' . MB. REFERENCE ANCHOR REFERENCE ANCHOR `{ �.� 1.. 1. 5 y j' X1/4"MAX. SCHEDULE FOR MAX. SCHEDULE FOR MAX. Cl CONNECTION TVIESPACING— LOCK MACHINE BOLT�1 I SPACING REFERENCE ANCHOR `! LOCK NUT[al BO O.C. z SCHEDULE FOR MAX. EXISTING CONCRETE, OPTIONAL (TYP.TOP 8 BOTTOM) SPACING HOLLOW CONCRETE BLOCK OCl CONNECTION TYPE LEG DIRECTION WOOD FRAMING.SEE DETAILI) REFERENCE ANCHOR OWALL MOUNT SECTION SCHEDULE FOR MAX. SCALE:3"=l'-0" O BUILD OUT SECTION SPACING O BUILD-OUT MOUNT SECTION c SCALE:3"=1'-0" SCALE:3"=V-0" y EXISTING CONCRETE, > EXISTING SEE MIN. HOLLOW CONCRETE GLAZING STORM PANEL f: BLOCK OR WOOD EXISTING SEPARATION ,(� FRAMING GLAZING— FROM FASTENER @ 6"O.C.OR FROM GLASS EDGE CONNECTION TYPE (u1 12"O.C.,BUT DO NOT TABLE 2 EXCEED ANCHOR DIST. REFERENCE ANCHOR Q m Qwor SCHEDULE FOR MAX.SCHEDULE SPACING. m Q Q �e USE REMOVABLE ANCHOR �� SPACINGWITH KEYHOLE WASHER w w j SEE MIN. OR ANCHOR WITH WINGNUT Z ?I:r�:'sis "�� ' 0 w WASHER.LOCATE FASTENER Q m �. "; .t sv. MAX. STORM PANEL 1 F IN NARROW PORTION OF 0.Q SEPARATION m HURRICANE PROTECTION,e '- EXISTING •' FROM GLASS wJ•W:j�(IIp.�TQV)C11 Cl CONYHOLNECTION TYPE E WASHER1 a ' GLAZING 3 Z TABLE 2 u S4tE0•x¢',,31Clm"uerld:KE ; REFERENCE ANCHOR o Q Q 4 4a y ut `�`&h, „y,.. ,�/y r SCHEDULE FOR MAX. I-E ~ `SPACING ?y.� ,yy.:; � J QaenSEE MIN. ._STORM PANELmpMAX.SEPARATION w �,. . �4�28�1'FROM GLASS rn� CONNECOONTYPE +- le: NOTED. .r' TABLE 2 N 1„ 1 REFERENCE ANCHOR MB• x Z E " �- Drawn b SCHEDULE FOR MAX. �` E Q �� SPACING s ;� Date:.04 SD 2015 ODIRECT MOUNT SECTION O CEILING MOUNT SECTION O FLOOR MOUNT SECTION +f �'e" 4k1 107' SCALE+3"=1'-0" SCALE:3"=7'-0" SCALE:3"=1'-0" `'� r .:€'sfieet3,of8 C.\Do encs and Setnngs\MLarrbr\My Dmunenls\Google Drive\MiDi-ProjeM_Cad\08,WKne:evtdi\CAD2015\O2_KC150107 7&gRDsb\KClMI07-03.dwg,4/15/2015 11:5131 AM,ledgw,1:1.02336,w .MiDisImratemm ' Cl CONNECILON7YPE y o n� REFERENCE ANCHOR w w "'w SCHEDULE FOR MAX. z m d F u:m SPACING w 0.¢ 2"x 5"x 1/ 8" CONT. _ c o X50 gf ALUM.STUDDED ANGLEir J ti a9 m 1: r W/1/4-20 STUDS 3 g EXISTING CONCRETE, r EXISTING 0 w @ 12 "O.C. 9 N i z >F Z°c•B HOLLOW CONCRETE BLOCK OR GLAZING w 3 %w J E u' 1- }: w w 0 c,a LU WOOD FRAMING u, w ..} Z SEE MIN. 1 w w a v Dao 5 (TYP.TOP AND BOTTON) m :r. ¢m STORM PANEL g vwVl= e n c a N' �m•2 Z 9 0.>¢- SEPARATION 8 _a U�Z o FROM GLASS z z Mr 1 •a W Eq �j 0 w TABLE 2 ¢ EXISTING w w - - 1/4"MAX. C4 CONNECIION TYPE m Eu 14 w REFERENCE ANCHOR R9 a GLAZING 1 ut u -1/2' 2" SCHEDULE FOR MAX. n NNECNON TYPE MIN. MIN SPACING SEE MIN. 'm 1' 7" REFERENCE ANCHOR x a LLm STORM PANEL E< w SCHEDULE FOR MAX. 3 '- SEPARATION FROM GLASS J vai EXISTING CONCRETE, SPACING EXISTING CONCRETE, s a TABLE 2 HOLLOW CONCRETE BLOCK OR HOLLOW CONCRETE BLOCK OR z WOOD FRAMING WOOD FRAMING y o J F TRACK MOUNT SECTION FLOOR MOUNT SECTION o W SCALE:3" g OJ = 1'-0" SCALE:3" 1'-0"KO BUILD-OUT SECTION ti Z5 Z = = b d L SCALE:3"=1'-0" o EXISTINGE F W $ �o 2":2"•0 055"6063-T6 STORM PANEL z-' GLAZING -w' z Q' EXISTING CONCRETE, 2" 4" ALUM.TUBE SEPARATION ¢m oz m �'? O HOLLOW CONCRETE BLOCK OR b 12":5" FROM GLASS 1 a SEE MIN. ma a,_r y �+•€€g'' o. WOOD FRAMING EMB CONNECRON TYPE F STORM PANEL wu1 REFERENCE ANCHOR TABLE,2 a SEPARATION w�w O SCHEDULE FOR MAX. 0 j FROM GLASS Nw E2 Z -$� • SPACING ;=r, u~I� TABLE 2 4 4 9 iQ aO NO 7 O 7/2" ww 4 uvwi= 1 eau rna Q u F ;. 1/4"MAX. wQ „s 4a 46 9 N 1/4" ER wo :t qz MAX. zo cyi oa�u Zw-' m ad I� 3 ¢ M .R DOUBLE 2"x 5"x 1/8" o f EXISTING F — 1/4" MAX. GLAZIM FECEOCHOo :f CONT.ALUM.ANGLE aww tm o CERI�CEOTCHOREFENANRSEE MIN. ow REFERENCE c z F b SCHEDULE FOR MAX. STORM PANEL ut 7 SEPARATION SPACING 0 SCHEDULE FOR MAX. y 0 b d z TABLE 2FROM A55 vwi u 2" E x z 11'.. Z••„4-I .0.055"6063-T6 ALUM.TUBE `} 2"w S" EXISTING CONCRETE, N OO INSIDE MOUNT SECTION HOLLOW CONCRETE BLOCK TION O WALL MOUNT SECTION WALL MOUNT SEC ON scALE:3"=1'-0" OR WOOD FRAMING M SCALE:3"=1'-0" SCALE:3"=1'-0" o WOOD ROOF TRUSS NE 1/4'0x MIN.5"LONG TWO 1/4"0x MIN.i'LONG STAINLESS STEEL THREE 1/4"0x MIN.4" WOOD LAG SCREWS EXISTING OR FRAMING MEMBER @ 24"O.C.MAX.WITH WOOD LAG SCREWS((��24'O.C.MAX.WITH LONG WOOD LAG SCREWS 1-1/2"1-1/2" W000 FRAMIN 1-3/i"MIN.EMBEDMENT INTO EXISTING STUDS @ 24"O.C.MAX.WITH 1-3/4" EXISTING STUCCO 2-1/2"EMBEDMENT d. 1"x 4"x 1/8"x CONT.ALUM. EMBEDMENT INTO WOOD FINISH OR PLYWOOD = O. E0. INTO WOOD MEMBER s 1/2•• TUBE MEMBER WOOD ROOF TRUSS SOFFIT #14 x 3/4'• s � TWO 1/4"0x MIN.4"LONG TEK SCREW 1-1/2"1-1/2" OR FRAMING MEMBER w III WOOD LAG SCREWS HALL BE PERPENDICULAR EXISTING m 24"O.C.MAX.WITH F 4 4 4b I I I I Cm @ 8"O.C. TO THE PANEL FACE GLAZING 2: C 1/4'MAX. EMBED. D. E 2-1/2"EMBEDMENT .. w INTO WOOD MEMBER EXISTING STUCCO ZFINISH OR PLYWOOD I I 7/4" ¢m I I I I SOFFIT 1"x 4"OR Y x 6" MAX' ' _ d F ; 1/4" 062"CONT.ALUM. 3 w u: >t6 ):W'KneTevkh •;G = 9 E •i'i MAX. TUBE(6063-T6) E ,'.i.i.>.... ae },. a z vL ¢ era!'srar� #14 x 3/4" �q `+ 1?� L'TCOan+e�rEai461 ix 0. I1 TEK SCREW 1 v~i 7 3 #14x 3/4" - a SEE MIN.STORM 'L BETWEEN EMBEOMENT w D 2"x 5"x 1/8" TEK SCREW m PANEL SEP.FROM w GLASS TABLE 2 TRUSSES xX p x CONT.ALUM. @ 12"O.C. _' a. ¢ '!I u ANGLE OR 4" :i`•- .'A x 1/4"x CONT. TRUSSES n '� i 4/28/111 - EXISTING io z ALUM.FLAT n - GLAZING i EE MIN.STORM 1 0 ie:^:AS NOTED. m EXISTING PANEL SEP.FRO E¢¢ O 4 q.-. SEE MIN.STORM PANEL GLAZING GLA55 TABLE 2 of " Drawn b •ARV- SEPARATION FROM GLASS " - y� Date:.04/10/2015 TABLE 2 O BUILD-OUT SECTION ©CEILING MOUNT SECTION ®i ®BUILD-DOWN SECTION > " r ��CCr i 7` P SCALE:3"=V-0'• SCALE:3"=1'-0" HURRICANEPROTECTION SCALE:3"=1'-0" `r :"sheet4 of 8 C:\Domments and Settings\MCanhl\My DmIment5\Gaggle Drive\MiDI_Pmjecs_Cad\OB_lWKnezevich\CAD2015\02_KC150107 T&CVRO-sub\KC150107-D4.dwg,4/15/2015 11:51:48 AM,Ledger,1:1.0233,www.MiDiq;araW_= g ws 2 � /—LOCK SYSTEM IN PLACE © © y J �mu *IM.'N THUMB SCREW USE OR WITH 3 I E a GLASS OR SS HEAD BOLT. 1/4-20 x 3/4" c�i F Z g g DOOR w w MACHINE SCREW =',�„ j F- B SEE MIN. 1 Z m WITH.675"x.675" a W' STORM PANEL a Q x.125"SQUARE SEPARATION SCREW HEAD a NFROM GLASS ¢ — W08--TABLE 2 £ 1/2"O.D.x 1/4'I.D.x 3/16" Oo w NYLON BUSHING4-20 x 3/4" uca OR 1/4-20 S.S.NUT(TYP.) v zw CHINE SCREW ZDETAILL wTH.675"x.675" W" Q >125"SQUARE 'REW HEAD i o o Y V w e< 76"I.D.ANDY°E2"O.D.x 3/16"NIMUM NYLON ElSHING OR 1/4-20 `T(GALVAN12ED1 lll}l}Jl 's Cl CONNECTION TYPE MIN. MB.1 REFERENCE ANCHOR m o J SCHEDULE FOR MAX. C-TRACK BLOW UP \ o Z EXISTING CONCRETE, SPACING SCALE:HALF SIZE o HOLLOW CONCRETE BLOCK OR c m a R WOOD FRAMING C-TRACK ASSEMBLY m W M S� C-TRACK ASSEMBLY-INSIDE MOUNT NOTE USE OF DETAIL SHALL BE IN CONJUNCTION WITH AN S3 (ISOMETRIC VIEW) LOCATIINAL x OC •J u h•HEADER OR'U'HEADERTOP MOUNT N.T.S. OF STUDN y O S SCALE:3"=1'-0" a 1 y E.'�o �� 2rca SHUTTER OVERLAP SHALL BE i J A MINIMUM OF 1.5 TIMES THE FASTENER @ 12"O.C.FOR DESIGN LOADS SIDE CLEARANCE BETWEEN za3o. LESS THAN E EQUAL TO GR P.S.F.b O 2THE SHUTTER AND WALL �O o Q 8"O.C.FOR DESIGN LOADS GREATER THAN 110 P.S.F.(SEE ANCHOR SCHEDULE s 2 elJ MAX. 1/4" FOR ANY ACCEPTABLE ANCHOR) Ee e 1/4" 71 MAX. 1/4"MAX.-.{�' a 21 cR ., MAX. 1 ALUM.ANGLE 1 "MAX i W UILD-OUT CLOSURE PIECE FASTENER(u1 12"O.C.FOR a z DESIGN LOADS LESS THAN OR L a DISTANCE 1"x 2"x 0.125'MIN.TO EQUAL TO 110 P.S.F.b @ 8"O.C. y"' EXISTING CONCRETE, 2"x 5"x 0.125"MAX. FOR DESIGN LOADS GREATER 1 ALUM.ANGLE HOLLOW CONCRETE BLOCK THAN 110 P.S.F.(SEE ANCHOR CLOSURE PIECE OR WOOD FRAMING. EXISTING CONCRETE, W SCHED.FOR ANY ACCEPTABLE 7"x 2"x 0.125"MIN.TO HOLLOW CONCRETE BLOCK m ANCHOR) 2"x 5"x 0.125"MAX. XISTING CONCRETE, OR WOOD FRAMING.SEE w HOLLOW CONCRETE BLOCK ANCHOR SCHED.BASED "MIN OR WOOD FRAMING.SEE ON TYPE OF STRUC. ANCHOR SCHED.BASED ON TYPE OF STRUCTURE m WALL MOUNT CLOSURE DETAIL ©BUILD-OUT MOUNT CLOSURE DETAIL T3 TRAP MOUNT CLOSURE DETAIL T1 m SCALE:1-1/2"=1'-0" SCALE:1-1/2"=T-0- SCALE:1-1/2"=T-0" > m K EE 55 NN b dO1 WII 0"WG HURRICANE PROTECTION 1/BOL S.S.BOLT 1 EXISTING b BOLT b WINGNUT - 1 BAY WINDOW 6s 7 @ 24"O.C.(TYP.) 1/4 ¢4 s< ) '1f11e2EVIth OL S.S.BOLT 41�,.,t`FtOzn<r7dlvtaJ J bBOLT. WINGNUT yy @ 24"O.C.(TYP.) �tR agi. "W-• 1/4-20 S.S.BOLT y " "e— :r e r 20 GAGE STEEL b BOLT b WINGNU BENT PLATE @ 24"O.C.(TYP. OR 2"x 2"x 1/8" 1 6063-T6 ALUM. 20 GAGE STEEL 1"OVERLAP nn_t• -~ ANGLE 1"OVERLAP BENT PLATE O4IZH/� 1 OR 2"x 2"x 1/8" _ 6063-T6 ALUM. - 4.. BENT PLATE A•" "- NOTED MAX. MAX. Drawn b. -ARV:' • 0'/ p CORNER CLOSURE DETAIL @ CORNER CLOSURE DETAIL �CORNER CLOSURE DETAIL � t'b� •<"''r Date:.04 2015 .- o,„�,a'„•,:,, SCALE:1-1/2"=1'-0" SCALE:1-1/2"=T-0" SCALE:1-1/2"-V-O" "r ``;>:n<• 'k130107' .'sheets of 9 C:\Dommoft and Settings\MCanti1\My Domments\Google Drive\MiDI_Projects_Cad\08_JWKnuevidr\CAD2015\02_KC350107 TB:C\RO- bXKC150107-0S.dvg,4/15/2015 11:54:11 AM,ledger,1:1.02326,ww .MDisparatmmm S'LONG HANDLE RIVETED TOPANEL 3 Cl CONNECTION TYPE w 5 REFERENCE ANCHOR 1._2.. c LL LLm u SCHEDULE FOR MAX. Z esu SPACING 1" HOLE FOFW 3 m 1 FASTENING PANFFE ly E 3/8"4f ANCHOR SCHEDULE PUNCH 7/2"z 1"HOLES IN _ _ _ z , Z g-8 0 ADJACENT PANELS TO RECEIVE a I FASTENER MAXIMUM SPACING(INCfffS)FiEOUIR®FORVAFBOUB DESIGN LOADS AND SPANS THIS BOLT W/PM NUT.PLACE +zi.- - ° m '�o f PANEL OVER EACH ADJACENT Ow m _---_ y �:$o r U PANEL AND FASTEN WINGNUTS � - ________ < N Z,�^:11' 7 MAX SPANS UP TO SPANS UP TO SPANSUPTO FROM THE INSIDE IE D. Oen 25 F LOAD 5'-0" 9'-0' 12'-0" m a y ANCHOR TYPE (PSF) i'; E2 c Z U'• F SEE (SEENOTEI) (SEENOTEI) (SEE NOTED O EXISTING HOLLOW a a y 9 TYP. CONCRETE BLOCK O���9 )< NOTE CONNECTON TYPE CONNECTDN TYPE CONNECTIONTYPE �_ �I+W q, ;m ul (SEE NOTE3) (SEE NOTE J) (SEENOTE 3) V Z aF 5 (RAAX PANEL HEIGHT v Y-4'&MAX DESIGN LOAD x72.00 P.S.Fj ^ v� bea2 $ 0.75"Edge Distance o Lt W Cl C2 C3C4 C5 Cl C2 C3 C4 C5 Cl C2 C3 04 C5 1/4-20 x 1"MACHINE INTERIOR FASTENING ANGLE ASSEMBLY 3�, SCREW STUD WITH SCALE:1-1/2"=1'-0" s r 48.0 16 16 16 11 9 16 14 9 6 5 16 11 7 4 4 WASHERED WINGNUT(� a 620 16 16 13 8 7 76 11 7 4 4 16 8 5 3 3 12"O.C.(CONNECTS =�x TO ADJACENT PANEL) - �...� Ym c J 76.0 16 16 10 7 6 16 9 6 4 3 16 8 5 3 3 DETNLS`?)&(i`$� W g 1/4'O TAG SCREW OR Z KVIGER BOLT 90.0 76 14 9 6 5 16 8 5 3 3 16 8 5 3 3 THESE DETAILS DEPICT THE '�! Tn Q �m MOI 13Y PENFIRATION CONNECTION OF THE LAST PANEL c 6 4'a IN WOOD WITH G=055 120.0 16 10 6 4 3 76 8 5 3 3 16 8 5 3 3 o FOR AN OPENING WITH PANELS o a WALL MOUNTED INSTALLED FROM INSIDE.USE 0.75"Edge Distance 5"x 2"x 1/8"x CONT. 2-1/2"x 1-1/4" OF THESE DETAILS SHALL BE IN a c� p W STUDDED ANGLE WIDE NOTCHES CONJUNCTION WITH AN"h" c ya Cl C2 C3C4 C5 Cl C2 p C4 CS Cl C2 C3 C4 CS (SEE SECTION T) (TYP.BOTH SIDES) HEADER OR"U"HEADER TOP MOUNT. 3 s �: " �y 48.0 16 18 11 9 7 16 9 6 5 4 15 7 4 3 3 _ T 62.0 16 13 8 7 5 15 7 4 4 3 17 5 3 3 OPTIONAL INTERIOR FASTENING DETAIL(ISOMETRIC) ]/4' GMOR 76.0 16 11 7 5 4 12 6 3 3 17 5 3 N.T.S. MOI 17S PENETRATION 90.0 16 9 6 5 4 11 5 3 71 5 3 &a IN WOOD WTMG=0.42 120.0 14 7 4 3 3 11 5 3 11 5 3 zo y cava W 0.75"Edge Distance ANCHOR SCHEDULE ANCHOR NOT�s: z o II�OI „ Cl C2 C3p CS C C2 p C4 CS Cl C2 C3 CA p FASTENER MAXIMUM SPACING(INCHES)REQUIIRD FORVARIOUS DESIGN LOADS AND SPANS c o l l 3 SFESHEEfB FORAN010R NOTES. a Ed c .k 48.0 16 8 5 9 4 7 3 (j 62.0 13 6 4 7 3 5 LOAD SPANS UPTO SPANS UPTO SPANS UPTO G c 76.0 10 5 3 6 5 y ANCHOR TYPE (PSE) 5'-0' 9'-0° 17-0' y 7/16'OBRASSWOOD F SEE (SEENOTE7) (SEENOTEI) (SEENOTEI) FA190NG y1/7/B'B.1® 90.0 9 4 5 5 y O ONWODD G=DSS x NOTE1 CONNECT*NTWE CONNECTONTYPE CONNECTIONTWE o O 120.0 6 3 5 5 W O (SEENOTE3) (SEENOTEM (SEENOTE3) 3 tt W 0.75"Edge Distance 2"Edge Distance Cl C2 C3 CA CS Cl C2 C3 C4 C5 C7 C2 q CA C5 W Cl C2 C3 C4 CS Cl C2 C3 CA C5 Cl C2 C3 C4 C5 48.0 16 16 16 16 16 16 16 11 13 10 16 13 8 10 7 48.0 16 16 11 16 11 16 10 6 9 6 15 7 4 6 4 C 62.0 16 16 15 16 14 16 13 8 10 7 16 10 6 7 5 62.0 16 14 9 12 9 16 7 5 7 5 12 5 3 5 3 76.0 16 1fi 12 15 11 18 11 7 8 6 16 9 6 7 5 912 STAINLESS STEEL 76.0 16 11 7 10 7 13 6 4 5 4 11115 3 5 3 1/4' IF.PANEIMATE PRO OR SMS W/2'EYEWALL FT3. W/STAIGARO RSH 90.0 16 i6 10 12 9 18 9 6 7 5 16 9 6 7 5 ARMOR IIl$1TT W/2' 90.0 16 9 6 8 6 11 5 3 5 3 11 5 3 5 3 00.STAOOSS$ITHW/1-7/B'BM8® SOZEW EMS IN IN WOOD WITH G=0.55 120.0 16 12 8 9 7 16 9 6 7 5 16 9 6 7 5 Y GROUND NOCK 120.0 15 7 4 6 4 11 5 3 5 3 11115 3 5 3 0.75"Edge Distance Z W 4"Edge Distance W C7 C2pC4 C5C7 C2 C3 C4 CS Cl C2C3C4 C5 ClC C2 p CO CS ClC7 C2 p C4 CS C7 g q G q y 48.0 16 16 12 12 9 76 11 7 7 5 16 8 5 5 4 Q 48.0 16 16 16 16 16 16 16 13 16 16 16 15 9 16 12 111 620 16 15 9 9 7 16 B 5 5 4 13 6 4 4 3 O �'"` m 62.0 16 16116116116116 15 10 MIS 15 976016 16 14 16 16 16 12 8 14Slty/014-MB, ich ��R 900 16 10 6 6 5 13 6 4 3 3 13 6 4 3 3 5/1W6�iEET� 7Q 90.0 16 16 12 16 15 16 11 7 14 9 a4iS : mayWOOD W[iN G=055 ROUTED MOM 120.0IN 16 14 9 16 11 16 17 7 14 120.0 1fi 7 5 5 3 13 6 4 3 3 13 6 4 3 3 O t� 25"Edge Distance 0.75"Edge Distance W *,q 1�•�. r 5g / �- W Cl C2 q C4 q Cl C2 q G C5 Cl C2 p G LS +,,,. .. w C1 C2 p G q C7 C2 p C4 q C1 C2 p C4 q 48.0 16 1319116113116 7 5 13 7 12 5 3 10 5 48.0 16 11 7 9 6 1316 4 5 3 11014 3 3 ..:.:"".....�=+nom - 3 - 1111111r 62.0 16 70 6 16 10 12 6 3 10 U47 4 >04/28/1' 620 16 8 5 7 5 10 4 3 4 3 7 3 3 76.0 16 8 5 15 8 10 4 3 8 4 - 914 WOOD SCREW OR 76.0 15 7 4 6 4 8 4 3 7 3 5/16'0ITW TAPCDN XL 90.0 15 7 4 12 7 9 4 7 4114-10SMS . 12 6 3 5 3 7 3 7 3 W/21SEM�m W/15'EMBED 1N GROUTED BLOO( 120.0 11 5 3 9 5 9 4 7 4 d IA/SHL 9 v h Da1e:.04 1Q 2015 WOOD WITH G=0.42 120.0 9 4 3 7 3 7 3 b Ya.9WSiL i" •„ ! 'o�:qa x. XC150107' HURRICANE PROTECTION y�.'�i *•sneeEa oTa C\Documents and Seltings\MCantu\My Doalme0s\Google Drive\MiDI_Projects_Cad\08_WKnezevich\CAD2015\O2_KCI50307 T&C\RO-sd)\KC150307-06.dvy,4/21/2015 5:11:24 PM,ledger,1:1.02339,w .MiDisparatemm p ; 88888© ®8888© ®8888© EMMma© 88888© WISDOM Common Coammm Dammam CBEMBE amammm ammomm ommmmn Cmcaen COOMBO oemmmm MBOMeo comame Dammam amomme mammon mcamen Nmoomn mmamen mCeemn 808009 8E®9o9Common, mommumoo9 ee000mum9 Beammmmm mommmm mmccmm 00000m:momoom Common noncom: MMBMMm;COMMON.:mammon;CamcMe.,MEMBER Common mammon mammon Dammam CDDmen. 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