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HomeMy WebLinkAboutProduct Approval t Cj) 0-1 y iS CIDy C� N �t t I SHUTTER SCHEDUN, /Ivy 10-1 isoS �� APPROX. APPROX. HEADER , I.D. OPENING SH[JTTFR IAPPROX.I ANCHOR REINF. REMARKS NO. SILE WIDTH .Elt iri 1 SPACIN G REQ'D. (W X H) YES/NO 37" X 63" 451? 71'° 12" NO EXAMPLEI 1 dq x 30 2t-( 30 1 -x No MA2G p�rtzazrR �—?°� 2 7yX //o -7c`�' V` iWu Zir o 02 Tp� — OTTbrAA 3 X-7 �� �3��7 (7— 'r -,V0 s w ASS�p 4 f/— I1/JE/Z 70� ZX 9v y2 o, /z a NL> - T3 s 3bx -7K '96 -7K /Vo AJ V nMAA — isil � I CJ 7q r� Ott P^ Jr 1009A Wr7ZV1 GUo S��►J�hA ovr _ a 12 ?�6 '1 t,.1 t j% i92 0�s iso rt. 13 3 P Z�t J �'L1 �i)l�EL f/J�t9� S 70P 14 15 16 17 18 I I Florida Building Code Online Page 1 of 2 Fg NP nam a* a+ te —nsa :i....vx„ .c. ...w,_.._.., � �,.�.:�«;;d«:...�.,.... .,,..._.:a�$r a..�'::..t:: .,._..-_._-_a_.. .3'".'',�,.•?_.:r .. `v,� "tS: :s BCIS Home + Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications �FBC Staff ': BCIS Site Map Links ; Search i Product Approval ..USER:Public User v r.^.:h,rt Arrirr vai Menu>Product nr Aoolication Search>A lication L. Application tail fi• a.1sa "M:" FL# FL11398-R3 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer TDFL try Industries, Address/Phone/Email 4b Road FFL 33309(toom 1 Authorized Signature tomj@tc-alum.com Technical Representative Thomas B.Johnston Address/Phone/Email 400 west McNab Rd. Ft.Lauderdale,FL 33309 (954)970-9999 tomj@tc-alum.com Quality Assurance Representative Address/Phone/Email Category CEvaluation Subcategory Compliance Method from a Florida Registe Ied.Architect or a Licensed Florida neer Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed the Jahn W.Knezevich Evaluation Report Florida License PE-41961 Quality Assurance Entity National Accreditation&Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By ORLANDO L.BLANCO,P.E. Validation Checklist-Hardcopy Received 1 Certificate of Independence Fl-11Q98 R3 CO. CERTIFICATE OF INDEPENDENCE SS.odf Referenced Standard and Year(of Standard) Standard Year TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By Sections from the Code http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv,IL5K 15 S Wld... 6/28/2017 Florida Building Code Online Page 2 of 2 Product Approval Method Method 1 Option D Date Submitted 04/28/2015 Date Validated 04/29/2015 Date Pending FBC Approval 05/04/2015 Date Approved 6/22/2015 ............................................_..... ..........................__-........................................................................................................_.... ............._................. .................__............................_._....................._.....__.. .._................................._................................... ... Summary of P ducts FL# Model, umber or Name Description 11398.1 050&0615 STORMLOCS PANEL 2"X 12"ALUMINUM STORM PANEL Limits of a Installation Instructions i Approved ruse in HVHZ:Yes FLi1398 R3 II KC150107 Rev 0 SS.odf Approved fo se outside Yes Yes Verified By:John W.Knezeviah PE 41961 y Impact Resista Yes Created by Independent Third Party:Yes Design Pressure: aluation Reports Other:See Span Schedule t 2 of installation dr gs. Fl..._..:,_�S._R3AE KC F_a_ uaticn.Rei _ 1.501072p- I Created nden rty:Yes -----_.-._— - ---..... __.....----------) Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility 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 request,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 official 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.To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: Credit Cara Safe I i i http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEV'XQwtDgvIL5K15 S Wld... 6/28/2017 MIT ONE HALF PANEL PER OPENING t73 o 'm 2.02" 1. Y" I 7 {22•' 2. N� P .n.0r60"3.00"M,1A01X". -2.25 . . 2.250" N` UYEb3 c T P. .094"TTYP. SE .TE .1712 .094" S94• b�E�NITEN 094" W -5•"N . IO62" NNo.12 m .125 062' a1.062" 12.00"COVERAGE 6.000• COVERAGE ZOGc 01 375•• .250" W 2.030' vLL 14.375" 8.332" .375" 2.000" 2.020" ma� z ®> w'ag OSTORM PANEL Ta M PANEL W HEADER O'u'HEADER 9a BUILD-OUVW HEADER � W q^; SCALE:3"=1'-0" SCALE:3"=1'-0" CALE:3"=V-0'• SCALE:3"=1'-D 5 =1- �++ Z 1/4- CA�CHINE Ly a Y9c ACHINE C(STUD121• 1/4-20 MACHINE 1.525" 3.385" 3BeEm SCREW F�1 DIRECTION MAY SCREW 12"O.C.ISTUD o DIREC ON MAY .886" .886" i BE REVERSED) ' BE REV ERSEDIo BE REVER MAY 24•• 092" o .. BE REV ERSE0) .375"R' .524" - 5 J o c 125"TVP. 090' 1090" (TYP.) t`i 1" .091"TYP. cS II in I 6 55�e W 1� 091" c nII u.215,. _ .�15" 1n.215 2 5" a 313" s m a 2.00• MIN. 2.O D" N� .OfiO" •o o c 5.00 MAX. - .632' .090" 315"R •090" YM 377" w OSTUD ANGLE STUD ANGLE SYM. 700' Ep 0 ce �- 4 SCALE:3"=1'-0" SCALE:3"=1'-0" ®mID ANGLE 1.00"MIN. SCALE:3"=1'-0" 5.00" U £` GENERAL NOTES: O ANGLE OC-TRACK(FINISH) 8a C-TRACK BUILD-0UT F-TRACK c 1. THESE EVALUATION DOCUMENTS REPRESENT A SHUTTER SYSTEM ANALYZ CORDANCE WITH THE STH SCALE:3"=V-0" SCALE:HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE o c c EDITION POEl41FLORIDA BUILDING CODE FOR USE WITHIN AND OUTSIDE OF THE HIGH VELOCITY HURRICANE ZONE HVHZI• 2. PRODUCE PERFORMANCE TESTING WASCONDUCTED IN ACCORDANCE WITH TAS 201,TAS 202,&TAS 203 AND THE STEM IS .376" .376" LARGE MISSILE IMPACT RESISTANT. 90190' y 3. DETERMINE THE POSITIVE.AND NEGATIVE DESIGN LOADS TO USE WHEN REFERENCING THESE DOCUMENTS IN ACCORDANCE .1 WITH ASCE 7-10 ALLOWABLE STRESS DESIGN.CALCULATED WIND LOADS SHALL BEMULTIPLIED BY THE LOAD FACTOR 0.6 BEFORE 440•• •563"0 or-a o REFERENCING THESE DOCUMENTS. `- 4. FOR WIND LOAD CALCULATION IN ACCORDANCE WITH ASCE 7-10,A DIRECTIONALITY FACTOR OF KD-0.85 MAY BE USED. n313'1452"655" 313" .465" .655" io 5. NO ALLOWABLE STRESS INCREASE IS UTILIZED IN THE DESIGN OF THIS SYSTEM;HOWEVER,A WIND LOAD DURATION FACTOR OF 25CD=1.3315 USED FOR SCREWS DESIGNED PER NDS. cu.. o6. THESE EVALUATION DOCUMENTS ARE GENERIC AND DO NOT INCLUDE INFORMATION PREPARED FOR APPLICATION OF THIS `? 0. YP.) O.D90"(TYP.) i. SYSTEM TOASPECIFIC SITE. = a"� 7. THESE EVALUATION DOCUMENTSARETHE INSTALLATION INSTRUCTIONS PORTION OF A PRODUCT EVALUATION AND SHALL ONLY BE USED WITH THE CORRESPONDING PRODUCT EVALUATION REPORT.USE OF THESE APPROVAL DOCUMENTS SHALL COMPLY =-_______� o o ry 120 GA.GALV.STEEL GR 40 Z.3 WITH CHAPTER SIGIS-23 OF THE FLORIDA ADMINISTRATIVE CODE. / •88,• OR 0,050"6063-T6 ALUM) rn 8. THESE EVALUATION DOCUMENTS ARE SUITABLE TO BE APPLIED BY THE CONTRACTOR PROVIDED THE CONTRACTOR DOES NOT 2.00•• OPTIONAL DEVIATE FROM THE CONDITIONS DETAILED HEREIN AND THE CONTRACTOR VERIFIES THATA THE EXISTING STRUCTURE DOES NOT LEG DIRECTION V 17AC3 ALLOY) KEYHOLE DEVIATE IN EITHER FORM OR MATERIAL FROM THE STRUCTURAL SUBSTRATES DETAILED HEREIN. Q WASHER 9. ANY MODIFICATIONS OR ADDITIONS TO THESE EVALUATION DOCUMENTS WILL NOIDTHE EVALUATION DOCUMENTS. ®�PTRACK ®'P ANGLE-TRACK OWING NUT 10, WHEN SITE CONDITIONS DEVIATE FROM THE EVALUATION DOCUMENTS,THE BUILDING OFFICIAL MAY REQUIRE THAT SITE SCALE:HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE SPECIFIC DOCUMENTS JUSTIFYING THE DEVIATION BE PREPARED,SIGNED,DATED AND SEALED BY A LICENSED ENGINEER OR REGISTERED ARCHITECT. WIDTH UNLIMITED ur 11. EACH PANEL OF THE ASSEMBLY SHALL BE PERMANENTLY LABELED AT A SPACING NO GREATER THAN 36'ON THE EXTERIOR FACE WITH THE FOLLOWING MINIMUM INFORMATION: (PERPENDICULAR TO O TOWN&COUNTRY IND, PANEL SPAN) -- FORT TAS2DIDDERDALE,FL TOP MOUNT w TYPICAL SECTIONS TAB 201,202,IS 203 N} W F m 9 LB ULRGE MISSILE ----- F F¢^ Of FBC APPROVAL NUMBER '-` .315"0 L_a< 12.ALUMINUM STORM PANELS SHALL BE 3001�H34 OR 5052-H34 ALUMINUM ALLOY WITH MINIMUM THICKNESS AS SPECIFIED IN �vaj THE APPLICABLE SPAN TABLES. �' \ SIDE Z 13.ALL EXTRUSION SHOWN SHALL BE 6063-T6 ALUMINUM ALLOY,U.O.N. w� ' 1.00" ' 1 MOUNT FWw 14.ALL BOLTS,STUDS,AND WASHERS,EXCLUDING INSTALLATION FASTENERS,SHALL BE STAINLESS STEEL WITH A MINIMUM TENSILE Z Q m PLAN I PLAN �o.0 -- -- ----STRENGTH OF60KSIU.O.N -- ¢a- VIEW- 650'•0----' VIEW _._=p- 15.TOP AND BOTTOM DETAILS MAYBE INTERCHANGED AS FIELD CONDITIONS REQUIRE.PANELS MAYBE MOUNTED HORIZONTALLY H \ w w - - -----------WHERE APPLICABLE,H&U HEADERS MAY NOT BE USED FOR HORIZONTAL MOUNTINGCONDITIONS. y I HOLE SLOT' I =o- 16.TRACKS MAY BE REMOVABLE PROVIDED REMOVABLE ANCHORS ARE USED. 17. IF PANEL OVERLAPS OPENING BY 1.5 TIMES THE GAP BETWEEN THE WALL AND PANEL,NO SIDE CLOSURES ARE REQUIRED. 0 - L-..,,SEE STORM PANEL SPAN 18.PROVIDESEAIANTAROUNDPERIMETER0 COMPONENTS IN CONTACT WITH STRUCTURE TO PREVENT WATERINTRUSION yl r4+ "'1:1N.=Knez2v(ch w w 1 �- SCHEDULE-TABLE 1 43L,e.t Y`.:•krur"emoPYia<LSW BEHIND COMPONENTS. !r �' �uwi315"0 x `. ".L"'z x ,,.,`, lw E a 1. D• TYPICAL HORIZONTAL ELEVATION ,650"0 /% SCALE:1/4"=1'-D" 12'• ICY HOLE SLOT le:"AS N07ED ITYP,1 BOTTOM MOUNT Drawn b -ARV Date 04/10/2015 TYPICAL VERTICAL ELEVATION SCALE:1/4"=1'-0" ,KC150 07 HURRICANE PROTECTIONstieetl o($ C:\Documents and Setdngs\MCantu\My DocumenLs\Google Drive\MIDI_Projects_Cad\08_2WKnezevlch\CAD2015\02_KCI50107 T&C\ROs b\KCISOI07-01.dwg,4/24/2015 12:01:40 AM,Ledger,1:1.02337,-.MlDlsparate.mm w� c o U UtN _ atia wp � 3 ` uti 2 / Z�• 8 J g _ TABLE 1:PANEL SPAN SCHEDULES TABLE 2:MINIMUM SEPARATION FROM GLASS SCHEDULES 0.050 ALUMINUM PANELS 0.0615 ALUMINUM PANELS 0.050 ALUMINUM PANELS 0.0615 ALUMINUM PANELS o a N z mx POSITIVE OR L max. L max. POSITIVE OR L max. L max. POSITIVE MINIMUM SEPARATION POSITIVE MINIMUM SEPARATION 2i u NEGATIVE NEGATIVE ASD SHUTTER FROM GLASS ASD SHUTTER FROM GLASS m c =-mu c FOR FOR FOR FOR v aa. ASD POSITIVE NEGATIVE ASD POSITIVE NEGATIVE INDLOA SPAN INSTALLATIONS INSTALLATIONS INDLOAD SPAN INSTALLATIONS INSTALLATIONS iia �1 Ute'+• ,v WINDLOAD WINDLOAD 'W' 'L' 530' >30' •W• 'L' 530' >30' ` j A 0 ,W, ASD ASD ,W, ASD ASD IPSF) ABOVE GRADE ABOVE GRADE s Wx�3;: WINDLOAD WINOLOAD WINDLOAD WINDLOAD IPSF) ABOVE GRADE ABOVE GRADE v N IPSF) IF 72" 3" 1-3/8" 72" 3" 1-1/2" �..of W Z ^. n 23 144" 144" 27.5 144" 144" 30 104" 3" 2" 27.5 104" 3" 1-7/8" i w 6CLLm 135" 5" 3-1/4" 144" 4-1/8" 3-1/8" M a' 25 141" 144" 30 143" 144" 3 72" 3" 1-1/2" 72" 3" 1-1/2" 30 135" 144" 35 138" 144" `D 40 104" 3" 2-1/8" 40 104" 3" 2" 35 130" 144" 40 133" 144" 126" 5" 3-1/4" 133" 4-1/8" 3-1/4" El m 40 126" 143" 45 129" 144" J 72" 3" 1-1/2" 72" 3" 1-1/2" v Z . 45 122" 135" SD 126" 139" 50 104" 3" 2-3/8" 50 104" 3" 2-1/4" o o n 5D 119" 128" 55 123" 132" 119" 5" 3-1/4" _ 126" 4-1/8" 3-1/4" 55 116" 122" 60 120" 127" 72" 3" 1-5/8" 72" 3" 1-5/8" 5 C F 60 104" 3" 2-5/8" m60 104" 3" 2-3/8" y Op U=^ 60 111" 65 116" 122" a a) 3" 120" 4-1/8', 3-1/4" rri a® , 70 116" 117" 72" 3" 1-5/8" - 72" 3" 1-5/8" 11 75 113" 113" 70 103" 3" 2-3/4" 70 104" 3" 2-5/8" 75 96" 1D4" BO 109" 109" 1-5/ 116" 4-1/8" 13-1/4" oso e 8D 90" 99" 85 106" 106" 90" 2-1/4" 72.. 85 84" 93" 90 102" 102" 60" 3" 1-1/2" e0 104" 3" 2-3/4" 90 80" 88" 95 96" 96" 80" 3" 2" 109" 4-1/8" zo c " 100 60" 3" 1-1/2" SO 60" 3" 1-1/2" z o a0 `LL 95 75" 83" 100 91" 91" a 72" 3" 1-3/4" 102" 3" 2-7/8" c p 100 72" 79" 110 83" 83" 48" 3" 1-3/8" 60" 3" 1-1/2';, 110 65" 72" 120 76" 76" 110 65„ 3" 1-5/8" 100 91" 3" 2-3/8a z J 120 60" 66" 130 N.A. 70" 120 48" 3" 1-3/8" 110 4B" 3" 1-3/8" y 130 N.A. 61" 14D N.A. 65" 60" 3" 1-1/2" 83" 3" 2-1/8" 140 N.A. 56" 150 N.A. 61" 120 48" 3" 1-3/8" 76" 3" 2" o 150 N.A. 52" El N O TABLE 1 b 2 NOTES: �>N d 1. SEE SECTIONS FOR SHUTTER SPAN DEFINITION. Of 2.FOR TABLE 1,DETERMINE BOTH THE POSITIVE AND NEGATIVE ASD WIND 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 LANENTEPOJCPIDEPROJECT LOAD AND 2!PROJECT SAN TO TRMIMINIMM SHUTTER SEPARATION FROM GLASS. tir. �;F . 1 =11nezFvich Z0. ,?.� ✓r fen ronalr e'�rkr. � iPu oFiB vra2v`�¢r r* V�04' /28/1. 16 `,AS NOTED. q � Drawn b ARV Date OA D 2015 D iv�r) •KC150107` HURRICANE PROTECTION ` "sfieetZof B C:\Documents and Settings\MCantu\My Documents\Google Drive\MIDi_Projects_Cad\08_JWKnezevich\CAD2015\02_KC150107_T&C\RO-sub\KC15D107-02.dwg,4/15/2015 11:50:03 AM,Ledger,1:1.02339,w .MlDisparate.mm EXISTING CONCRETE, EXISTING CONCRETE, Q HOLLOW CONCRETE BLOCK HOLLOW CONCRETE BLO R EXISTING CONCRETE, OPTIONAL LEG DIRECTION WOOD FRAMING WOOD FRAMING HOLLOW CONCRETE BLOCK OR CONNECTIONTYPE W o = �m CONNECTION TYPE C3 CONNECTION TYPE WOOD FRAMING T CONNECTION TYPE REFERENCE ANCHOR REFERENCE ANCHOR (TYP.TOP AND BOTTOM c REFERENCE ANCHOR SCHEDULE FOR MAX. SCHEDULE FOR MAX. 3 m+ Emco c SCHEDULE FOR MAX. SPACING SPACING SPACING 1/4"MAX. _ — Q. EQ. MAX. t7 -; 5 1/4"M Em g 17 rn p V) ' MB.'';F N W Ofa o ao c t 3a - J" w C Z�riy v ZJ �� � 3 Ww m_o W uam�Y EXISTING o.4 Z'j3 r p In Z J GLAZING �— r EXISTING SEE MIN. 1 o W GLAZING CL SEE MIN. w 1 E a s Q Wn STORM PANEL J SEPARATION Iril O STORM PANEL w p o w i 0 W p SEPARATION w= EXISTING r J �"1=-' 2 d^ TABLE LASS w= FROM GLASS in GLAZING SEE MIN. In p Y w x am TABLE 2 %z STORM PANEL w w ao •M [a 4 SEPARATION q Z u N FROM GLASS EE 4 TABLE 2 A Z x4 M Ea me+ J OWALL MOUNT SECTION OPTIONAL TOP MOUNTING BUILD-OUT MOUNT SECTION J Ln o Z SCALE:3"=1'-0" O SCALE:3"=1'-0" ©SCALE:3"=1'-0" [L ^*. w r EXISTING � ce i-w-la GLAZING— =4? SEE MIN. STORM PANEL SEE MIN. Z SEPARATION J EXISTING iSTORM PANEL 4 FROM GLASS Z w GLAZING SEPARATION 0'4 ER O - TABLE 2 4 m4 FROM GLASS TABLE 2 I 5-- ` (L w Ow ow --4 4 MAYBE www `"REVERSE w x c cya p WOE mZ 1 J� 6W O t• E 4 ,. MB. :; c z J 0. 1/4"MAX. a In Cl CONNECTION TYPE Cl CONNECTION TYPE M REFERENCE ANCHOR REFERENCE ANCHOR _ _ 5 y 1/4"MAX. SCHEDULE FOR MAX. SCHEDULE FOR MAX. �� 1 1 1 CONNECTION TYPE SPACING SPACING 1/4-20 MACHINE BOLT 1�7i REFERENCE ANCHOR LOCK NUT @ 12"O.C. z SCHEDULE FOR MAX. EXISTING CONCRETE, OPTIONAL (TYP.TOP&BOTTOM) v SPACING HOLLOW CONCRETE BLOCK OR_ Cl CONNECTION TYPE LEG DIRECTION WOOD FRAMING.SEE DETAIL(E) REFERENCE ANCHOR OWALL MOUNT SECTION SCHEDULE FOR MAX. SCALE:3"=1'-0" BUILD OUT SECTION SPACING O BUILD-OUT MOUNT SECTION SCALE:3"=1'-0" SCALE:3"=1'-0" •w XISTING CONCRETE, > EXISTING SEE MIN.PHOLLOW CONCRETE RM GLAZING STOANEL BLOCK OR WOOD EXISTING ce SEPARATION •!: FRAMING GLAZING— FASTENER Cb 6"D.C.OR FROM GLASS EDGE I CONNECTION TYPE w p 12"O.C.,BUT DO NOT TABLE 2 - Z w EXCEED ANCHOR DIST REFERENCE ANCHOR 4 m LIq SCHEDULE SPACING. ,, SCHEDULE FOR MAX. o.4 --- m USE-REMOVABLE-ANEHOR -- -- -� --- _ E Q EQ SPACING. _ __ F r �I WITH KEYHOLE WASHER w w eu OR ANCHOR WITH WINGNUT Z J _ ,, 1/4" SEE MIN. o w `� WASHER,LOCATE FASTENER 4 m MAX. STORM PANEL 1 IN NARROW PORTION OF a 4 SEPARATION uri HURRICANE PROTECTION KEYHOLE WASHER 1 gr EXISTING °w a ^'LW Kne;Qv(ch J w FROM GLASS w I GLAZINGw w TABLE 2 w x e1 x�'. "ppror,ialol c"¢i Cl CONNECTION TYPE o w 3 z4 m 4 4 S ul e5 v, ,: 'Tt`itmnseNdLoc 7 REFERENCE ANCHOR r J •'^^�- SCHEDULE FOR MAX. Ino o. SPACING W I � m N.. 10 In V O �w— v1 SEE MIN. r �i".,..._ rt p x Z STORM PANEL SEPARATION 1 p =O4IZSI1: p E 4 w 0- FROM GLASS In x CONNECTION TYPE u Ie:',AS NOTED, TABLE 2--r a of 1" 1" REFERENCE ANCHOR 'a' Drawn b •ARV, MBrs• x Z SCHEDULE FOR MAX. E.4 �� SPACING Date: 04102045 J o. O DIRECT MOUNT SECTIONO CEILING MOUNT SECTION ^ O FLOOR MO SECTION KC15O1O7 a SCALE:3"=1'-0" SCALE:3"=1'-0" SCALE:3"=1'-0 ";•• �•',C� ''sheet 3,of 8 C:\Documents and Settings\MCantu\My Documents\Google Drive\MIDI_Propcts_Cad\OB_JWKnezevlch\CAD2015\02_KC150307 T&C\ROsub\KC150107-03.dwg,4/15/2015 11:51:31 AM,Ledger,1:1.02336,www.MIDisparate.mm C1 CONNECTION TYPE REFERENCE ANCHOR w J mW o ^m SCHEDULE FOR MAX. a m S_ !V' LL SPACING w 8 F ALUM.STUDDED ANGLE i W/1/4-20 STUDS " c�i U••gu E O w @ 12"D.C. 9 w i ui z q• 3� EXISTING CONCRETE, ISTING GLAZING v~i 7 -Ci W o� WOOD RAMINGHOLLOW ETE BLOCK OR N w '�:�% Z SEE MIN. 1 w w E d v f-" �•o c,�, ITYP.TOP AND BOTTOM p '' ¢m STORM PANEL - EMB. 9 a¢ SEPARATION g M n. W um� c E~ FROM GLASS X zit u tt TABLE 2 E¢ v a �'UN• ai o 0. Ja E ac EXISTING N w %4"MAX. REFERENCEDANTCHOR 0 w '�;L°-° GLAZIN = -1/2' 2" SCHEDULE FOR MAX. 2 u U rryi N 1,•• C C NNECTION TYPE MIN. MIN. Yi,pn rn 1" 1" REFERENCE ANCHOR SPACING Y W SEE MIN. x STORM PANEL z 1: SCHEDULE FOR MAX. ^" SEPARATION a u' SPACING i o FROM GLASS N EXISTING CONCRETE, EXISTING CONCRETE, x c -• TABLE 2 HOLLOW CONCRETE BLOCK OR HOLLOW CONCRETE BLOCK OR 3i WOOD FRAMING WOOD FRAMING 'm w OP TRACK MOUNT SECTION FLOOR MOUNT SECTION W z SCALE:3"=1'-0" O SCALE:3"=1'-0" ©BUILD-0UT SECTION d N Q h d SCALE:3"=1'-0" z oa t 7 x 2 w w EXISTING s i El m 4-w- EXISTING CONCRETE, 2:: "x 1 "0.055"6063 -T6 STORM PANEL Q m GLAZING Fz m a N O ' HOLLOW CONCRETE BLOCK OR 2"x 5" ALUM.TUBE IL¢ -` SEPARATION a 1 a¢ SEE MIN. ut WOOD FRAMING EMB b C3 CONNECTION TYPE FROM GLASS f~ STORM PANEL WO REFERENCE ANCHOR TABLE 2 ¢ ' SEPARATION wJ w rz _ z,• SCHEDULE FOR MAX. F FROM GLA55 4 4 q NZ j IH ? Am_ SPACING - ut TABLE 2 �Q p =o 4 ww 1 Eax Q v O w /2 1/4"MAX. o 4 6 9 u l7N wp E XM MAX. z� ao ' w o S' w w w E¢ 1/4-20 S.S.BOLT z i - `- z J J a ;:s •`-:,' 8 NUT @ 11"D.C. v m w -' w EM DOUBLE 2"x 5"x 1/8" c o EXISTING a 1/4"MAX. c CONT.ALUM.ANGLE a(✓ o d GLAZING F : Cl CONNECTION TYPE CZ CONNECTION TYPE a EM REFERENCE ANCHOR it REFERENCE ANCHORSEE MIN. 0 c STORM PANEL N b E FOR MAX. o SCHEDULE FOR MAX. y Fu SEPARATION SPACING p _b A z SPACING 5F FROM GLASS w= 1'x 2'I �• £ TABLE 2t!t u 2"x 2" 2"x 4" •0.055"6063-T6 ALUM.TUBE Z 2••x g•• EXISTING CONCRETE, HOLLOW CONCRETE BLOCK J WALL MOUNT SECTION OO INSIDE MOUNT SECTION OR WOOD FRAMING OWALL MOUNT SECTION O SCALE:3"=1'-0" 'n M SCALE:3"=1'-0" ONE 1/4"mx MIN.5"LONG O SCALE:3"=1'-0" WOOD ROOF TRUSS TW01/4"0x MIN.4"LONG STAINLESS STEEL THREE 1/4"0x MIN.4" OR FRAMING MEMBER WOOD LAG SCREWS ;n WOOD LAG SCREWS(m 24"O.C.MAX.WITH LONG WOOD LAG SCREWS 1-1/2"1-1/2" @ 1/2 O.C.MAX.WITH x EXISTING 1_3/4"MIN.EMBEDMENT INTO EXISTING STUDS r 24"O.C.MAX.WITH 1-3/4'• 2-1/2"EMBEDMENT Ix WOOD FRAMIN EMBEDMENT INTO WOOD EXISTING STUCCO F 0 EQ., INTO WOOD MEMBER 1"x 4"x 1/8"x CONT.ALUM. FINISH OR PLYWOOD z 1/2" MEMBER W000 ROOF TRUSS SOFFIT TUBE E TW01/4"0x MIN.4"LONG TYP #14 x 3/4" 1_1/2••1-1/2" OR FRAMING MEMBER w t'� WOOD LAG SCREWS TEK SCREW HALL BE PERPENDICULAR EXISTING m I I I I @ /"O.C.MAX.WITH B"O.C. O E TO THE PANEL FACE GLAZIN - _>_ •• ---- 1/4'-MAX.- -1/2 EMBEDMENT d-'--- -- EMBED: — - - -- - - � �� .,.i —INTO-WOOD-MEMBER- - EXISTING STUCCO 1/4" w FINISH OR PLYWOOD I I MAX. Ci z� I II II SOFFIT 1"x4"ORI"x6" y w a m ,cs" 1 W Knexevich a a 1/4" 062"CONT.ALUM. g ;rz v� �4. tkniom�riR�rvx. q S F' ry t : :. MAX. TUBE(6063-T61 #14 x 3/4" C7 a �� �(, 4tV et+d a ivSa o= TEK SCREW rn w LL SEE MIN.STORM @ 12"O.C. C-3 •'"�'+" ;` 1 u! 3 #14x 3/4" BETWEEN EMBEDMENT p 2"x 5"x 1/8" TEK SCREW¢ u! PANEL SEP.FROM TRUSSES XX ' w w L7 GLASS TABLE 2 w= x CONT.ALUM. BETWEEN t a o¢ *� '� 'n u ANGLE OR 4" m Ef .N .ut x 1/4"x CONT. TRUSSES n v J »04/2$/1 EXISTING n z ALUM.FLAT u GLAZING— J d EE MIN.STORM 1 mQ p // �.••^ le �'',AS NOTED. M EXISTING PANEL SEP.FRO EF p \/\Il/ �cc , Drawn b -ARV. SEE MIN.STORM PANEL GLAZING GLASS TABLE 2 J J <•' SEPARATION FROM GLASS .e " Date: 04/1 2015 t` TABLE 2 O BUILD-0UT SECTION ©CEILING MOUNT SECTION `� v.� ®BUILD-DOWN SECTION K�150107' P SCALE:3"=l'-O" SCALE:3"=1'-0" HURRICANE PROTECTION SCALE:3"=1'-0" -•, n, ,•:'sheet4pf8 C:\Documents and Settlngs\MCantu\My Documents\Google Drlve\MIDI_ProjecLs_Cad\08_]WKnezevlch\CAD2015\02_KC150107_T&C\R0-sub\KC150107-04.dwg,4/15/2015 11:51:48 AM,Ledger,1:1.0233,w .MlDLsparate.mm EE LL V�;q� LOCK SYSTEM IN PLACE 6 6a y 3 m `o WITH A THUMB SCREW USEOOROWITH �„ l7 ouo 1/4-20 x 3/4" ` Z=• GLASS OR OR TRUSS HEAD BOLT. ua / DOOR- w' MACHINE SCREW E5 W o,� s z WITH.675"x.675" w a $ SEE MIN. 1 Q '.r`� x.125"SQUARE O'o a m 1 STORM PANEL 0.-4 SCREW HEAD a N Z•my SEPARATION E .-. c OeP 9 1/2"O.D.x 1/4"I.D.x 3/16" FROM GLASS m c V vO1 6 6a' NYLON BUSHING \ W TABLE 2 1/4-20 x 3/4" Q OR 1/4-20 S.S.NUT ITYP.I\oa-i MACHINE SCREWWITH.675"x 675" w � Wx x.125"SQUAREm' SCREW HEAD zOW Wn 'Q l7 y~j� K z s\ 5/16"I.D.AND g Y a 1/2"O.D.x 3/16" 3 MINIMUM NYLON BUSHING0R 1/4-20 0 'w C7 CONNECTION TYPE 1/16" NUT(GALVANIZED) x4 MB. -' REFERENCE ANCHOR MIN. \ 'm 2 SCHEDULE FOR MAX. C-TRACK BLOW UP w spa EXISTING CONCRETE, SPACING QSCALE:HALF SIZE a Q HOLLOW CONCRETE BLOCK OR a:m WOOD FRAMING — (ISOMETRIC VIEV LY — (ISOMETRIC VIEW) FINAL S z z OC-TRACK ASSEMBLY-INSIDE MOUNT NOTE USE OF DETAIL SHALL BE IN CONRINCDON WITH AN S3OCATION ao O =v SCALE:3" '1 S1 1'-0" 'h'HEADER OR U•HEADER TOP MOUNT N.T.S..T.S. OF STUD v' = ~ 3 i rn rz SHUTTER OVERLAP SHALL BE y Q A MINIMUM OF 1.5 TIMES THE — ' FASTENER @ 12"O.C.FOR DESIGN LOADS SIDE CLEARANCE BETWEEN LESS THAN OR EQUAL TO 110 P.S.F.&@ c ca o O THE SHUTTER AND WALL B"O.C.FOR DESIGN LOADS GREATER o z „5 //— 1/4" THAN 110 P.S.F.(SEE ANCHOR SCHEDULE 0 / \ MAX. 1/4" FOR ANY ACCEPTABLE ANCHOR) � MAX. 1/4"MAX. "MAX a'.�++ � 1/4" o MAX. 1 ALUM.ANGLE 1 FASTENER @ 12"O.C.FOR c c UILD-OUT CLOSURE PIECE DESIGN LOADS LESS THAN OR DISTANCE 1"x 2"x D.125"MIN.TO EQUAL TO 110 P.S.F.& B"O.C. 1 ALUM.ANGLE EXISTING CONCRETE, 2'•x 5'•x 0.125"MAX. FOR DESIGN LOADS GREATER CLOSURE PIECE ' HOLLOW CONCRETE BLOCK THAN 110 P.S.F.(SEE ANCHOR 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 ^MIN w HOLLOW CONCRETE BLOCK ANCHOR SCHED.BASED OR WOOD FRAMING.SEE ON TYPE OF STRUC. ANCHOR SCHED.BASED ON TYPE OF STRUCTURE WALL MOUNT CLOSURE DETAIL ©BUILD-OUT MOUNT CLOSURE DETAIL O TRAP MOUNT CLOSURE DETAIL ° T7 SCALE:1-1/2"=T-0' SCALE:1-1/2"=T-0" SCALE:1-1/2"=1'-0" or Q -�NAMA -- -- -- - ESN W IN DO WG HURRICANE PROTECTION EXISTING 1/BO2 & BOLT 1 o- BAY WINDOW &BOLT 8 WINGNUT .rTa '-'I.W:Klf¢ZCvi[h 1 @ 24"O.C.ITYP.) 1/4-20 S.S.BOLT is"x g:r'v7o[rssinw�cn¢'mx. 8 BOLT 8 WINGNUT .g4 ,: =•kEOicnsclld�xaf4W @ 24"O.C.(TYP.) 1/4-20 S.S.BOLT 4. 20 GAGE STEEL &BOLT&WINGNU BENT PLATE @ 24"O.C.(TYP. 1 '�.,- -. OR 2"x 2"x 1/8" Z'J 20 GAGE STEEL 1•'OVERLAP 6063-T6 ALUM. BENT PLATE ,•. U4�28�� ANGLE 1"OVERLAP OR 2"x 2"x 1/8" 1 6063-T6 ALUM. 4„ BENT PLATE 4" n0411 OTED, MAX. MAX' " DrawnARV: 2045CORNER CLOSURE DETAIL CORNER CLOSURE DETAIL CORNER CLOSURE DETAIL ;.;SCALE:1-1/2"=T-0" SCALE:1-1/2"=T-0" SCALE:1-1/2"-P-0" ', .t.:` 07••8 C:\Documents and Settings\MCantuft Documents\Google Drive\MIDI_Projects_Cad\08_]WKnezevich\CAD2015\02_KC150107_T&C\RO-sub\KC150107-05.dwg,4/15/201511:54:12AM,ledger,1:1.02326,—MiDlsparate.mm ' 5"LONG HANDLE RIVETED TO PANEL Cl CONNECTION TYPE raiz 5 REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING 1'• 3/8"10 HOLE FOM2 1 FASTENING PANW 3 W 2. c c ANCHOR SCHEDULE PUNCH 1/2"x 1"HOLES IN ----- =a a�= FASTENER MAXIMUM SPACING INCHES REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS ADJACENT PANELS TO RECEIVE (INCHES) THIS BOLT W/PM NUT.PLACE - 1-in lean c,_ PANEL OVER EACH ADJACENT ---- z Lu PANEL AND FASTEN WINGNUTS \ _ MAX SPANS UP TO SPANS IlP TO SPANS UP TO FROM THE INSIDE sEtIDED. �= W ovm LOAD 0 9'-0' 12'-0" \\\ c rn ANCHOR TYPE (PSF) 5 a LL ~ u~i SEE (SEENOTEt) (SEENOTEt) (SEENOTEI) EXISTING HOLLOW oW.a Uv'+ !o OTYP• CONCRETE BLOCK s N 0 X NOTE1 LONNEC OTE3)PE LONNECTq E3) GONNE NOTE3PE 3 t W (SEE NOTES) (SFS=NOTE 3) (Sff NOTE 3) (MAX.PANEL HEIGHT=7'-4'&MNG DESIGN LOAD s72.00 P.S.F.) z y Y d o 0 0.75"Edge Distance w ®INTERIOR FASTENING ANGLE ASSEMBLY 1/4-20 x 7"MACHINE 3 c-T Cl C2 C3 Gl CS C1 C2 C3 C4 C5 C1 C2 q C4 CS SCREW STUD WITH ,v 48.0 16 16 16 11 9 16 14 9 6 5 16 11 7 4 4 WASHERED WINGNUT(dt SCALE:1-1/2"=1'-0" c c 62.0 16 16 13 8 7 76 11 7 4 4 16 8 5 3 3 12 O.C.(CONNECTS m TO ADJACENT PANEL) m t j DETAILS n& NOTE: W Z 76.0 16 16 10 7 6 16 9 6 4 3 16 8 5 3 3 1/4°01AG SCREW OR THESE DETAILS DEPICT THE HANGER BOLT g0.0 76 14 9 6 5 16 8 5 3 3 16 8 5 3 3 VVV CONNECTION OF THE LAST PANEL m d ,i MIN 1.75'PDIETRATION FOR AN OPENING WITH PANELS IN WOOD WITH G=055 120.0 '16 10'9 4 3 16 8 5 3 3 16 8 5 3 3 0 INSTALLED FROM INSIDE.USE i OR *.a- WALL MOUNTED 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 H y O W STUDDED ANGLE WIDE NOTCHES CONJUNCTION WITH AN"h" Cl C2 C3 CA C5 Cl C2 C3 CA CS C1 C2 C3 C4C5 (SEE SECTION T) (TYP.BOTH SIDES) MOUNTR OR"U"HEADER TOP 3 =D 48.0 16 16 11 9 7 16 9 6 5 4 15 7 4 3 3 c � m Ga` �C 62.0 16 13 B 7 5 1s 7 4 4 3 11 5 3 3 OPTIONAL INTERIOR FASTENING DETAIL(ISOMETRIC) W 2 =2 a' 1/4"0 LAG SCREW OR 76.0 16 17 7 5 4 12 6 3 3 11 5 3 V N.T.S. MW 1.75GER BOLT PENEIRATION 90.0 1fi 9 6 5 4 11 5 3 % 17 5 3 vi IN WOOD WITH G=0.42 1200. 14 7 4 3 3 11 5 3 11 5 3 /rr, o E-- o 0.75"Edge Distance ANCHOR SCHEDULE L v W ANCHOR NOTES: Cl C2 C3 C4 CS Cl C2 C3 C4 CS Cl C2 C3 C4 CS FASTENER MAXIMUM SPACING FOR VARIOUS DESIGN LOADS AND SPANS No• �LL 48.0 16 8 5 9 4 7 3 c5 SEE SHEET BFOR ANCHOR NOTES. a W c 62.0 13 6 4 �,%r 7 3 /'// 5 L MAX SPANS UP TO SPANS IR TO SPANS UPTO c -- 76.0 10 5 3 6 5 N ANCHOR TYPE (PSF) 5OAD '-0" 9'-0" 12'-0" y 7/16°0BRA55 WOOD H SEE (SEENOTEI) (SEENOTE7) (SEENOTEI) BUSHING WI 7/8"EMBED 90.0 9 4 5 5 N NOTE1 CONNECTK]N TYPE CONNECTION TYPE CONNECTION TYPE o p0 MV4000 WITH 120.0 6 3 / 5 � 5 W (Sff NOTES) (SEE NOTE (SEENOTE3) O ca ............. .I„ n 0.75"Edge Distance 2"Edge Distance '- "� r w C7 c2l c3l r4l c5l C7 I c2l C3 CA c5l C1 I c2l c3l c4l CS _ w 717-73 04C CC7 I C2 C3 CA C5 Cl C2 C3 C4 CS f'}................. ...y„T,r.. 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 ),'J...........�'-•----+k+^ .1'j1' 62.0 16 14 9 12 9 16 7 5 7 5 12 5 3 5 3 620 16 M166 13 B 10 7 16 10 6 7 5 p12 STAINLESS STEEL 76.0 16 11 7 10 7 13 6 4 5 4 11 5 3 5 3 y 1/4°0 ELCO PANELMATE PRO OR 76.0 16 11 7 8 fi 16 9 6 7 5 SMS W/2°EYEWALLOf FEMALE ID W/STALGARD FINISH g0.0 i6 9 6 7 5 i6 9 6 7 5 ARMOR INSERT W/2° 911.0 16 9 6 8 6 71 5 3 5 3 11 5 3 5 3OR STAINLESS STEELW/l-7/8"EMBm SCREW EMBED Itl 120.0 15 7 4 6 4 11 5 3 5 3 11 5 3 5 3 INWOOD WITH G=0.55 120.0 16 9 6 7 5 16 9 6 7 5 GROUND BLOCK 0.75"Edge Distance = w 4"Edge Distance W 7 C2 C3 Cl C2C:iCACSC 0 Cl C2 C3 C4 CS Cl C2 C3 C4 C5 Cl C2 C3 C4 CS - , G LS C1 '. = - -------C2 q-G G5 -48.0-1616-i6-16-16-16-16-13-18-16 16-15-9--16-12 - - 48.0 16 16 12 1219 16 11 7 7 5 16 8 5 5 4 2 -- -- - ---------_ `•11 ) 62.0 16 75 9 9 7 16 8 5 5 4 13 6 4 4 3 C �� W y,� 62.0 16 16 16 16 16 16 15 10 16 12 16 11 7 15 9 EW- 76.0 16 16 14 1fi 16 16 12 8 i6 10 16 11 7 14 9 41d WOOD SCREW OR 76.0 16 12 8 7 6 14 7 4 4 3 13 6 4 3 3 Z 5/16" RW TAPCON XL 90.0 16 i6 12 16 15 16 11 7 14 9 16 11 7 14 9 .st^"' JIAI:Nnezevich #14-10SMS g0.0 1fi 10 6 6 5 13 6 4 3 3 13 6 4 3 3 O W/2.25"ENIBEDW WI l.S EMBEO IN aAE4 .2' P7c'S 7oP l m'¢ia. -ttilcensolud:P[a1 WOOD WTTHG=0.55 GROUTm BLOCK 120.D 78 14 9 16 11 16 11 7 74 9 18 11 7 74 9 �,o a. 4•Q r_•;.As 120.0 76 7 5 5 3 13 6 4 3 3 13 6 4 3 3 (7 25"Edge Distance 0.75"Edge Distance w Cl C2 q U CS C1 C2 C3 C4 C51 Cl I C21 C31 C41 CS Cl C21 C31 C41 C51 C7 C2 C3 C41 C51 Cl I C21 C31 C4 CS 48.0 16 13 9 76 13 16 7 5 13 7 121 51 3 1101 5 - s i )TS� 4B.0 16 11 7 9 6 13 6 4 5 3 10 4 3 3 62.0 1fi 10 6 16 10 12 6 3 10 5 9 4 7 4 04/28M 62.11 16 8 5 7 S 70 4 3 4 3 7 3 3 76.0 16 8 5 15 B 10 4 3 8 4 9 4 7 4 _ le: 'A5 NOTED, d14 WOOD SCREW OR 76.0 15 7 4 6 4 8 4 3 ' 7 3 5/16'O ITW TAPCON XL 90.0 15 7 4 12 7 9 4 7 4 9 4 7 4 �•7 ' DraWnb .ARV .y h14-10 SMS W/2.25'EMBED IN /f/(+/'/7 W/LS"EMBED IN 90.0 12 6 3 5 3 7 3 7 3 GROUTED BLOCK 120.0 77 5 3 9 5 9 4 7 4 9 4 7 al� ? "n. Date A4 10 2015 WOOD WITH G=0.42 120.0 9 4 3 / 7 3 % 7 3 'LC Q� .�'- � ' ' �;; •KC150107' HURRICANE PROTECTION ''sheet6.of 5 C:\Documents and Setdngs\MCantuft Documents\Google Drive\MIDI_Prolects_Cad\O8_JWKnezevich\CAD2015\02_KC150107 T&CARO-sub\KC150107-06.dwg,4/21/2015 5:11:24 PM,Ledger,1:1.02339,w .MiDLsparate.mm 1 n 0 3 R }� CONCRET �-+ EXIST.STRUC. EE 2.1z S ? Soyg 040 m o �mA z 3 ii o f F 31 o o f F � aK a o p a mo aR oa _ sa uQ bob ' S' s cro y v A ' '• A6, n i3R m R a Ip FR n 90 IW m m a o rz�m r co co ' -c' a 5 12 c s 12m1 11 p8 _ rd- pm6' m 777 g - 81 4y ski- s U s N 8 48 Q a Q 'g a � Q 'g n - o -f7'.' p R R a R a b a a Q m R m Sm 8 8 m 8 7 o A - sa aQ ma as � a A ole °\ i a 1 CONCRETE EXIST.STRUC. mo 3 Amite Rai P F F F F oo mlA�o S I W O _ n n - n n ° g l� 8 Er m p R - R z r 8 8101Ip pl 3! 5; y Q a 9 CDP L ` °" � a0 m 2 12 e1n aa�° am n � m \ m7 4 z� J g � w, g �� spm s � is Qs a a � a a m m s m s m n o a R -1-12 p = pl N � a NT" bi ma � a ma F THE SEAL APPEARING ON THIS OOUCMENT WAS AUTHORIZED BY JOHN W.KNEZEVICH,PE 41961 0114-78-15.78-15. ODES HE T '. CONSTITUTE AN ELECTRONIC SIGNAURE;ORIGINAL SIGNED 6 SEALED HARD COPIES TO THE APPROPRIATE AGENCY WILL FOLLO . p 3 F ,� Revisions 050&.0615 ALUMINUM STORM PANEL 'KN EZ E V I C H CONSULTING j G ' Tow wu•�J BsmnpaJw Bea[h,FL 33063 KNEZEVICH CONSULTING,LLC 1600 G 5.Fed—I Hwy.,Suite 961 I„]o P _j ���G 6 lttdass Alni�marc SNr.9 nmmrtts T 954.772.62224•F 954.320.6451•COA 27988 d- y .- -• 0,�s�tx a ARC xrvlr.In:. website:www.kneKeskh.mm �, kwml. I sties `V+�< - aL.�4N-oni3 C°PYJight®2015 Kne—ich C—Idng,LLC i o o J m� o� UZ �Ary ;�Zon uj ANCHOR SCHEDULE `�c �'o w ANCHOR SCHEDULE kJ FAS '^• TBERNAXflJ PACINOBNCHESIR�Up®FORVAz- N OIR OBIGN LOADS ANO SPANS G C FASTBEJ NAAN aY SPACItl111NCHB)REOltlf✓ED PINI VAPoOIB DESIGN LOADS ANO SPATS CIy NA)I smwwm sPnISIPTo sPANitPro sPAtS IIDro SMNs IPro sPAlS UPTO t3 c W Ia3y H LOAD MA% sPAIS lR iO sPAtS IP iO SPANSWro v 6 2 S= ..c SO' B-P tY-0" S-0• S-0• IY-0" r LOAD VN• N AILIORTYPE IPSq g.p• T.O.• ly.p• S Q = r fiH (SHMT¢I) (SHNOTE II (SHNpfE1) ISHNDTE II ISH tOTE t1 ISHtATE1) ANCHORI E 2-�•� W ttlTE1 eOxvEeiOx ttP axxEe7nx rvP OuxECTnu rvP axx[CTnxr wuec7DNTVP Ox C Cx ttP ISff ISff 1DlE 11 (SHIDlE t1 I$tE fatE tl �S }♦W SQ 3 m Ill.—])E C 15:ZTEJ)E C IbHtnTE3)E C ISHwTE]I E CISH IDTE]I E C ISff WTE])s — IDIEt cOxxecigxr COxx6CnOxrPE ouuEctgI ttP 1-- b/ N K E —op ISHtOTEJI IfiH tOIEJ) ISH tLTE]1 C�a41-- T 2'Edge Distance 4"Edge Distance IN y v . }— W 25"Edge Disbnca d ua Y LLm 0 e...�w.r,a Cl U p G p Cl 4Y U a80 S / 11 5 4 fi / Ct Q p G 6 Cl Q p G a Q p G p Y' 1/4'OBUILOE%TAPCON 6xo 6% 8 4 /J / e tl 5 a 6 / -- szp s s t' a tel 5 s 4 s 4 5 �+o SS OR UIM75EAL 76.0 s /7 / a 6/ B 4 5 /, 4/ 114 ELCO PANEDIATE +'N"> s t a s tz COATING W/I.P ENS Bo.p a _ TMUM a/ / a 4 /I'll a / � � p zso tJ 6 a 9 s > 5 S / o IN HOLLOW BLOCK w.o +1 5 7 i a/�y a e j j 4 J a 4 FINISH WI 1.25'EMBED 8 Ud tzo.o / 9 / /// a /s /, MHIXIOW BLOCK uD.a e a s/6 a 6 4 w 1"Ed n Distanw 25'Mg.Distance Z W 2"EtlBo DlsLnnw c y Q .^.,• Gt Q p G p L1 Q tl G f5 Cl .1.1.t5 C+Q Q G p LI Q p UCS CI a p G p U l�,y1Y ry d �x ` > �• 900 14 6 12 I 7% 6 14 6 i6 9 7 11/ '/ 0 O //% aS0 t6 11 ] 14 9 13 6 J 6 5 9 d 6 J 4125TANlE555TEEL 820 Ifi B s 11 7 9 4 3 6 ] ] J C C7 9�B 1/4"0 ELCO ULTRACON Tho e //,7 / ///,/ / e/ 1J/, 7/4 6 / o SMI 2'EYBVALL rs.0 Ia s a s s e 3 s 3 1 J W/1125,E6tB0) e0.0 7 /s / T ARMOR WSE0.TWl BD.a Iz 5 7 4 7 J ;, 4 7 3 3 IN HOLLOW BLOCK of 125'SCREW EMBED 6 6 3 a 1x0.0 e s s IN HOLLOW BLOCK 120.D ba 5 ] 7 Edge DI 7 1.25'Edge Dletanw 3"EtlJ a w ra a'n ge Di 7" e:tTnw Aea =E clap Gcs cl Qp Gcs cl O W M' 4 CI QpGfQ0 a 5 ] fi J J i6 1fi 9 I6 1J Ifi 11 5 13 7 13 6 4 9 5 11 4 d 61/4'OAU POINTS 620 ) ] /4/ 5 ] t611 ) 161013 fi a 9 s t0 J J I 14'2ppWER$TAPPER 620 tl 5 / 6 // / 4SOLIPSET ANCHORS y g PERFl4-SEALCOATED 1 J 5 / i6 9 fi 19 0 11 5 3 7 a 3 7 4 1420 STAINLESS STEEL OR /BOLT W/7111-EMBED 000 5 / 5 16 9 5 11 1 B a 3 7 4 B 4 3 7 4 410$$111.25 EMBED 900 6 B i j p C] j:IN HOLLOW&DO( fzp.p s / s +z s 3 e 5 0 4 3 T 4 9 4 3 7 INHCLLOW BLOIX 1200 a/ 6 / /4 1'Edge Distanoe 25'Edge Distance 4 EIRE i:1_:aPAuxxa°a...•r�'�i W C1 Q p G p Cl Q p G(5 C1 Q p G 6 Ct Q tl G 6 Ct Q p G 6 CI Q p G p W V � Oil 11 5 Il 11 9 a i I6 0 5 16 II+a 4 /12 6 7 9 4 1/d'OMIUTA5T ANCHOR 620 1J 4 5/ CONCRETE SCREW BY T6.p 10 5 T 5 5 5 11 5 3 7 6 1 4 5 6 1�A t4'1ONCRIEM FASTENERS /+ y W/115'EMBED 1100 B J 6 a 5 5 9 9 11 6 6 6 6 6 ANCHOR NOTES: IN NO BLOCK 12oI 6 /4 / 5 s 7 11 4 5 6 VIA 5 6 1.R5'Edge Distance ZS' Dl stance 1. SPA NSANDLOA055HOWN HERE ARE FOR DETERMINING ANCHOR SPACING ONLY.ALLOWABLE SHUT TER SPANS FOR SPECIFIC W LOADS MUST BE LIMITED TO THOSE SHOWN IN TABLE ION SHEET 2. c+Q tl G p ct Q tl G a c+Q p G p c1 Q d G p c1 a tl G p c1 Q tl G p 2. AN EFFECTIVE WINDAREA OF 10 SQ.FT.SHALL BE USED FOR DETERMINING WIND LOADS FOR ANCHORS. r�Il11 A1RRi01¢.:> aeo Ifi 16+z m 0 tfi+D s 5 s +s 7 B14 a 10+6 12 16 16+6 to 6 n B t6 T s e 6 3. ENTER ANCHOR SCHEDULE BASED ON THE EXISTING STRUCTURE MATERIAL,ANCHOR TYPE,AND EDGE DISTANCE.SELECTDE51GN fiza +6 I4 B B 7 i6 B s 4 II 6 ] ] J Ifi+4 9 16 tz 1fi B 5 0 6 u s 3 s s LOAD GREATER THAN OREQUALTO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER THAN OR EQUAL TO i/4"01TW TAFn7N$G 700 16 it i 6 6 13 fi 9 ] 3 12 6 3 3 3 16++ 7 1J tO IJ 6 4 T 5 1 6 J 6 5 SHUTTER SPAN. W/1.25"EMBED 4. SEE MOUNTING SECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. c IN HOLLOW BLOCK eo0 Is B 6 s 6 12 S J ] 3 11 s ] ] J 16 B fi 11 0 1z s 3 6 5 1z 5 3 6 5 5. EXISTING STRUCTURE MAY BE CONCRETE,ASTM C-90 HOLLOW CONCRETE BLOCK,GROUTED MASONRY,OR WOOD FRAMING. O lzoo u T i 4 ] 1z s ] 3 3 +z s 3 J 3 1s T a s 1x s 3 6 s u s 3 6 s REFERENCE ANCHOR SCHEDULE FOR PROPER ANCHOR TYPE BASED ON TYPE OF EXISTING STRUCTURE. •Jn 6. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS'RECOMMENDATIDNS. •> 7. MINIM UM EMBEDMENT AND EDGE DISTANCE EXCLUDES WALL FINISH OR STUCCO. d B. WHERE EXISTING STRUCTURE 15 POST-TENSIONED CONCRETE,CONTRACTOR SHALL LOCATE CABLES PRIOR TO ANCHORING AND COORDINATE ANCHORAGE SUCH THAT CABLES ARE NOT DAMAGED. 9. WHERE EXISTING STRUCTURE 15 WOOD FRAMING,WOOD FRAMING CONDITIONS VARY.FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD FRAMING MEMBERS,NOT PLYWOOD.FASTENING TO PLYWOOD IS ACCEPTABLE ONLY FOR SIDE CLOSURE PIECES. 10.WHERE LAG SCREWS AND WOOD SCREWS FASTEN TO NARROW FACE OF STUD FRAMING,FASTENER SHALL BE LOCATED IN CENTER OF NOMINAL 2"X4"(MIN.IWOOD STUD:3/4"EDGE DISTANCE ISACCEPTABLE FOR WOOD FRAMING.WOODSTUD- - ----- — SHALLHAVE A-MN DENSITY ASNOtTED IN ANCHOR SCHEDULE.SCREWS SHALL-HAVE PHILLIPS PAN HEAD OR HEX HEAD. - 11. MACHINE SCREWS SHALL HAVE MINIMUM OF I/T'ENGAGEMENT OF THREADS IN BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD,TRUSS HEAD,OR WAFER HEAD(SIDEWALK BOLT1,U.O.N. 12.®DESIGNATESANCHOR CONDITIONS THATARE NOT) OT QACCEPTABLE USES. rK4A "`J.W Ke@Z2VICh 13. DE51GNATES ANCHORS THAT ARE REMOVABLE BY REMOVING MACHINE SCREW,NUT OR WASHERED WINGNUT. 14.ALL CONCRETEANCHORSSH4LLBE INSTALLEDIN UNCRACKED CONCRETE ONLY WITH A MINIMUM CONCRETE STRENGTH AS ty< ?ocioGsslop+I L�¢TP9�, NOTED INANCHOR SCHEDULE. e5Y 'a,R;.,`bC'LkenaelVd.:.Pc4i 15.WHEN ANCHORING TO CONCRETE BLOCK,SDSAND IMPACT DRILLS SHALL NOT BE USEDTO DRILLINTO BLOCKORTO INSTALL 3 CONCRETE SCREWS, 1 le.°BIAS NOTED. Nr� � Drawn b RV (r( Dale (14/1(Y/2015 MOO 16C150107" HURRICANE PROTECTION °=' ' -`sheet8,of 8 C:\Documents and Settings\MCantu\My Documents\Google Drive\MIDI_Projects_Cad\68_JWKnezevich\CAD2015\02_KC350107 T&C\RO-sub\KC350107-08.ct g,4/21/2015 4:34:41 PM,Ledger,1:1.02339,l—l.MIDlsparate.mm