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HomeMy WebLinkAboutPRODUCT APPROVAL SHUTTERS STORM PANELJ 1 4. z BCIS Home Log In User Registration Hot Topics 1 Submit Surcharge j Stats & Facts Publications FBC Staff BCIS Site Map i Links } Search r I, Product Approval z [}� USER: Public User Product ApQroval Menu > Product or Application Search > Application List > Application Detail > t FL # FLi1398 R3 Application Type Code Version 2d14 Application Sta us all1!7 Approved q ZO & 9 Comments +(�� DEC 2 8 7 Archived LJ�:................. Product Manufacturer Town and Country Industries,' Address/Phone/Email 400 West McNab Road Ft. Lauderdale, FL 33309 (954) 493-8551 tomj@tc-alum.com Authorized Signature Tom Johnston 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 Shutters Subcategory. Storm Panels Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the John 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 Certificate of Independence . FL11398 R3 COI CERTIFICATE OF INDEPENDENCE SS_pdf Referenced Standard and Year (of Standard) Standard TAS 201 TAS 202 TAS 203 Equivalence of Product Standards Certified By Sections from the Code Year 1994 - 1994' 1994 � {s Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Date Revised Summary of Products Method 1 Option D 04/28/2015 04/29/2015 05/04/2015 06/22/2015 08/10/2017 FL Model, Number or Name Description 11398.1 050 & 0615 STORMLOCS PANEL 2" X 12" ALUMINUM STORM PANEL Limits of Use 1 Installation Instructions Approved for use in HVHZ: Yes FL11398 R3 II, KC150107 Rev 0 SS.pdf Approved for use outside HVHZ: Yes Verified By: John W. Knezevich PE 41961 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A 1 Evaluation Reports Other: See Span Schedule Sheet 2 of i stallation drawings. FL11398. R1_AE.., KG.-E_v_aluation Report 1501,07,pdf Created by Independent Third Party: Yes Back Next Contact Us :: 2 01 Blair Stone Road. Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an WEED employer. Copvr o1ht 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law; email addresses are public records. If Volt 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 b' 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 lic�nsed 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: ,atra.. �tir'at _........... _.-................ .._........... ._ Credt Cara Safe LIMIT ONE HALF PANEL PER OPENING 2.02" .2.021, 1.05" I 2.02" ii .062" I ` I 1.05" MIN . TYP. c o - o ' 07" o l7�" 0077�" o ,' h .094" T P. - ll SEE NOTE I ' jJ I I SEE NOTE I I N •094" No. 12 1.17' ✓ No. 12 o0 0 - 12.00" COVERAGE ( _ �_ 6.000" COVERAGE N •0` , ,'1r062" o 14.375" 8,332" ' 03.375" 2.0" 6 STORM�3'T'I-L.- �a HALF STORM PANEL O'h' HEADER SCALE SCALE : 3" = T-0" SCALE : 3" 1/4-20 MACHINE SCREW 012- O.C.ISTUD DIRECTION MAY BE REVERSED) 0 1 • .125•' TYP. Ni 2.00" MIN. I S.001• MAX. OSTUD ANGLE SCALE: 3" = V-O" 1/4-20 MACHINE CREW 12" O.C.(STI� DIRECTION MAY BE REVERSED)o. 1�' .091" TYP. N 2-0-0 OSTUD ANGLE SCALE : 3" = V-0" 125" TYP. IT OI 4b STUD ANGLE N'- 1.00" MIN. SCALE : 3" = T-0" GENERAL NOTES: 1. THESE EVALUATION DOCUMENTS REPRESENT A SHUTTER SYSTEM ANALYZED AND TESTED IN ACCORDANCE WITH THE STH EDITION (2014) FLORIDA BUILDING CODE FOR USE WITHIN AND OUTSIDE OF THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 2. PRODUCT PERFORMANCE TESTING WAS CONDUCTED IN ACCORDANCE WITH TAS 201, TAS 202,& TAS 203 AND THE SYSTEM 15 LARGE MISSILE IMPACT RESISTANT. 3. DETERMINE THE POSITIVE AND NEGATIVE DESIGN LOADS TO USE WHEN REFERENCING THESE DOCUMENTS IN ACCORDANCE WITH ASCE 7-10 ALLOWABLE STRESS DESIGN. CALCULATED WIND LOADS SHALL BE MULTIPLIED BYTHE LOAD FACTOR 0.6 BEFORE REFERENCING THESE DOCUMENTS. 4. FOR WIND LOAD CALCULATION IN ACCORDANCE WITH ASCE 7-10, A DIRECTIONALITY FACTOR OF KD-0.85 MAY BE USED. 5. NO ALLOWABLE STRESS INCREASE IS UTILIZED IN THE DESIGN OF THIS SYSTEM;HOWEVER, A WIND LOAD DURATION FACTOR OF CD=1.331S USED FOR SCREWS DESIGNED PER NDS. 6. THESE EVALUATION DOCUMENTS ARE GENERIC AND DO NOT INCLUDE INFORMATION PREPARED FOR APPLICATION OF THIS SYSTEM TO A SPECIFIC SITE. 7. THESE EVALUATION DOCUMENTS ARE THE INSTALLATION INSTRUCTIONS PORTION OF A PRODUCT EVALUATION AND SHALL ONLY B. THESE EVALUATION DOCUMENTS ARE SUITABLE TO BE APPLIED BY THE CONTRACTOR PROVIDED THE CONTRACTOR DOES NOT DEVIATE FROM THE CONDITIONS DETAILED HEREIN AND THE CONTRACTOR VERIFIES THATTHE EXISTING STRUCTURE DOES NOT DEVIATE IN EITHER FORM OR MATERIAL FROM THE STRUCTURAL SUBSTRATES DETAILED HEREIN. 9. ANY MODIFICATIONS OR ADDITIONS TO THESE EVALUATION DOCUMENTS WILL VOID THE EVALUATION DOCUMENTS. 10. WHEN SITE CONDITIONS DEVIATE FROM THE EVALUATION DOCUMENTS, THE BUILDING OFFICIAL MAY REQUIRE THAT SITE SPECIFIC DOCUMENTS JUSTIFYING THE DEVIATION BE PREPARED, SIGNED, DATED AND SEALED BY A LICENSED ENGINEER OR REGISTERED ARCHITECT. 11. EACH PANEL OF THE ASSEMBLY SHALL BE PERMANENTLY LABELED ATA SPACING NO GREATER THAN 36" ON THE EXTERIOR FACE WITH THE FOLLOWING MINIMUM INFORMATION: TOWN & COUNTRY IND. FORT LAUDERDALE, R. -• TAS 201, 202, & 203 9 LB LARGE MISSILE - FBC APPROVAL NUMBER 12. ALUMINUM STORM PANELS SHALL BE 3004-H34 OR 5052-1134 ALUMINUM ALLOY WITH MINIMUM THICKNESS AS SPECIFIED IN THE APPLICABLE SPAN TABLES, 13. ALL EXTRUSION SHOWN SHALL BE 6063-T6 ALUMINUM ALLOY, U.O.N. 14. ALL BOLTS,STUDS, AND WASHERS, EXCLUDING INSTALLATION FASTENERS, SHALL BE STAINLESS STEEL WITH AMINIMUM TENSILE STRENGTH OF 60 K51, U.O.N.-- •• - o 15. -TOP AND BOTTOM DETAILS MAY BE INTERCHANGED AS FIELD CONDITIONS REQUIRE. PANELS MAY BE MOUNTED HO_ R12ONTALLY WHERE APPLICABLE.H&U HEADERS MAY NOT BE USED FOR HORIZONTAL MOUNTINGCONDITIONS.­ - e 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. F 18. PROVIDE SEALANTAROUND PERIMETER OF COMPONENTS IN CONTACT WITH STRUCTURE TO PREVENT WATER INTRUSION v BEHIND COMPONENTS. u 4 f ..Do MAX. - OANGLE SCALE: 3" = 1'-0" 376" - .190' I! 452"+655•• n � 'O 0.090" (TYP.) 2.250" .094" T P. .094" 1371- .062"OCI OSCALE . U"HEADER 3" = V-0" 1.525" .886" 886" .375" R 524" ^.150• I .150" 115� .215" .090" YM 315" R S-M. .700' - OC-TRACK (FINISH) SCALE: HALF SIZE .376" .190' =313" .465" .655" r 9.10"0- (TYP.) n I%'__-------� ` 2.00'• / /OPTIONAL LEG DIRECTION 8 F' TRACK F' ANGLE - TRACK Ba SCALE: HALF SIZE SCALE : HALF SIZE WIDTH UNLIMITED '(PERPENDICULAR TO PANEL SPAN) ' 6a C"TRACK SCALE : HALF SIZE 3a BUILD -OUT "U' HEADER SCALE: 3" = V-0" .440" 25 En •Lt N N � .BB•• O N� (ZAMAC 3 ALLOY) OWING NUT 9 SCALE : HALF SIZE OBUILD -OUT F-TRACK SCALE: HALF SIZE '563"0 in m � 120 GA. GALV. STEEL GR 40 OR 0.050' 6063-T6 ALUM) KEYHOLE OWASHER SCALE: HALF SIZE TYPICAL SECTIONS TOP MOUNT iv a. o0 [1w r f O 2 tn va z [III I, till 11,�l 11 H W .315"0 L�Q - \ SIDE z"� PLAN\• ' 1.00." 1 PLANUNT =wz VIEW \ "650"0 --- - VIEW w¢a w KEY HOLE SLOT' 1� Lmax., SEE STORM PANEL SPAN SCEDHULE - TABLE 1 / 315"0 ,I 1.0• .5" / --""-IQYHOLE T (TYP. - -EiOTTOM MOUNT - TYPICAL VERTICAL ELEVATION .. _ .. SCALE: 1/4" = 1• _.py �- TYPICAL HORIZONTAL ELEVATION SCALE: 1/4" = V - 0" C:\Documents.and.Settings\MCantu\My Documents\Google Drive\MiDi_Projects_Cad\08_JWKnezeAch\CAD2015\02_KC150107 T&QRO-sub\KC150107-01.dwg, 4/24/2015 12:01:40 AM, Leda, 1:1.02337, www.MiDisParate.com o HURRLCANE PROTtiC110N zo V �m W c � LLm j mo .vv o N Q W J .,-5 U E, go o C o_ isa E2 o C W N umm l x z v 2Q =y♦ y N .- O x s LL, II'' V r- N O � n ZEC �P u Y O NF 3 � zo o s o a W J [A z Q ER S W E2 OR K I-w 4 4-wa VJ N. h z E25 c z " = W E -g V] _ 3 UP G ci x C o • 3 EFE a w Q_¢z t,L Q • ryW-• y c�a r.s-• j.vv. to ;j 3 LtcOce,� r le: Drawr Date: 1 of 8 .0 , TABLE 1: PANEL SPAN SCHEDULES 0.050 ALUMINUM PANELS 0.0615 ALUMINUM PANELS POSITIVE OR NEGATIVE ASD.. ; . WINDLOAO (PSF) L max. FOR POSITIVE ASD WINDLOAD L max.. FOR � NEGATIVE ASO WINDLOAD POSITIVE OR NEGATIVE ASD WINDLOAD IP ' L max. FOR POSITIVE ASD WINDLOAD L max. FOR NEGATIVE ASD.' WINDLOAD 23 144" 144" 27.5 144" 144" 25 141" 144" 30 143" 144" 30 135" 144" 35 138" 144" 35 130" 144" 40 133" 144" 40 126" - 143" 45 129" 144,� 45 22" 1 5" 50 126" 139" 0 119" 55 123" 132" 55 116" 122" 60 120" 127" 60. 111" 117" 65 118" 122" 65 107" 112" 70 116" 117" 70 103" 108" 75 113" 113" '75 - 96" 104" 80 109" 109" 80 90" 99" 85 106" 106" 85 84" 93" 90 102" 102" 90 80" 88" 95 - 96" 96- 95 75" 813. - - 91.• 91" 100- ------72" 79" 110 83" 83" 110 65" 72" 120 76" 76"'' 120 '60" 66" 130 N.A. 70" 130 N.A. 61" 140 N.A. 65'' 140 N.A. 56" 150 N.A. 61" 150 N.A. 52" TABLE 2: MINIMUM_ SEPARATION FROM GLASS SCHEDULES 0.050 ALUMINUM PANELS 0.0615 ALUMINUM PANELS POSITIVE ASO INDLOA •W' (PSF) SHUTTER SPAN 'L' MINIMUM SEPARATION FROM GLASS POSITIVE ASD WINDLOAC •wk (PSF) SHUTTER SPAN -L' MINIMUM SEPARATION FROM GLASS INSTALLATIONS 530' ABOVE GRADE INSTALLATIONS >30' ABOVE GRADE INSTALLATIONS - 530' --' ABOVE GRADE, INSTALLATIONS >30' ABOVE GRADE 80 72" 3" 1-3/8" 1 27.5 72" .3"- 1-1/2" 104". 3" 2" 104" 3". - 1-7/8" 135" S" 3-1/4" 144" 4-1/8" 3-1/8" " 40 72" 3" 1-1/2" 40 72" 3" 1-1/2" 104" 3" 2-1/8" 104" 3" 2" 126" 5" 3 133" 4-1/8" 3-1/4" 6 -1/2" -3/8" 50 72" 3" 1-1/2" 104" 3" 2-1/4" 119" S" 3-1/4" 126" 4-1/8" 3-1/4" 60 72" 3" 1-5/8" 60 72" 3" 1-5/8" 104" - 3" 2-5/8" 104" 3" 2-3/8- ill- 5" 3" 120" 4-1/8" 3-1/4" 70 72 3" 1-5/8" 70 _ 72" 3" 1-5/8" 103" 3" 2-3/4" 104" 3" —2-5/"8'- 80 72" 3" 1-5/8" _ 46� C-1/8" 3-1/4" 90" 3" _ —2-"11W — - .80 72" 3" 1-5/8" —90— —60=-- 3" 1-1/2" 104" 3" 2-3/4" 80" 3" 2" 109" 4-1/8" 3-1/8" 100 60" 3" 1-1/2" 90 60" 3" 1-1/2" 72" 3" 1-3/4" 102" 3" 2-7/8" 110 48" 3" 1-3/8" 100 60" 3" 1=1/2" 65•. 3" '. 1-5/8" 91" � .; _ 3" 2-3/8" 120 48" 3" 1-3/8" 110 -48"��3- 1-3/8" 60.. 3" 1-1/2" 831•2-1/8" 120 120 48"1-3/8- 2- TABLE 1 & 2 NOTES: 1. SEE SECTIONS FOR SHUTTER SPAN DEFINITION. 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. FOR TABLE 2, ENTER AT A POSITIVE LOAD 2t PROJECT POSITIVE LOAD AND SPAN 2 PROJECT SPAN TO DETERMINE MINIMUM i o W pia p oLL / Z ULL� rA ti J -o n Min L r Z r?• o y c z mr' N 6 W,�E--�u �2 �Wp c Z =�• 'vi .y� as ry 0>aA s x r� r AW..3 W_n - W Fp- ti y be u y p uI H c� z p � c Ym W J tu w N � Z Q tL ,j3 � a E2 O ?� 4 �: J a vi N raa Q as`�o eQ x� 'n aJ Z C ofj SHUTTER SEPARATION FROM GLASS. r 4.tL" r'1.W:Kneievich ♦6 tGAMi I Erq swt ! _ k 0412811;AS NQTED, •ARV04 10 2015 _ -•^��- •4CC130107 - _ _ - HURRICANE PROTECTION , I - _ _ sheet2of8 C:\Documents and Settings\MCantu\My Documents\Google Drive\Mi6i-Project$_Cad\08_]WKnezevich\CAD2015\02' KC150107_T&C\R6sub\KC150107-02.dvy, 4/15/2015 11:50:03 AM, Ledger, 1:1.02339, w v.MiDisparate.mm t- T EXISTING CONCRETE, HOLLOW CONCRETE BLOCK OR WOOD FRAMING CONNECTION TYPE REFERENCE ANCHOR MB. SCHEDULE .FOR MAX. - SPACING W 1/2" 2-, 1/4" MAX. 'g EXISTING a GLAZING- T F . SEE MIN. / v p I . STORM PANEL - - . SEPARATION v~i FROM GLASS w 11 w TABLE 2 x u OWALL MOUNT -SECTION --"'! SCALE: 3" = 1' - 0" SEE MIN. STORM PANEL SEPARATION J FROM GLASS w w TABLE 2 Q co 1 ( F ' ¢ Ow N O uJ N to - 4 4 4b g to x (3 z J N MB. , MAX: - 1 CONNECTION TYPE1/4" REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING OWALL MOUNT SECTION - SCALE: 3" =•1"- 0" . EXISTING SEE MIN. GLAZING STORM PANEL SEPARATION FASTENER @ 6" O.C. OR FROM GLASS 12" O.C. ,BUT DO NOT TABLE 2 EXCEED ANCHOR SCHEDULE SPACING. USE REMOVABLE ANCHOR �• WITH KEYHOLE WASHER w W OR ANCHOR WITH WINGNUT z m WASHER. LOCATE FASTENER . o- IN NARROW PORTION OF KEYHOLE WASHER 1 ~ Cl CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. F � !A D SPACING r LEI-- 10 VI -.-Vl — u O W w lA �CL EMB:' DIRECT MOUNT SECTION .„ SCALE!-3" _ V - 0,. EXISTING CONCRETE, HOLLOW CONCRETE BLOCK OR WOOD FRAMING - tl CONNECTION TYPE REFERENCE ANCHOR B. SCHEDULE FOR MAX. Ei SPACING a 1/4" MAX. wF L7 to .• ? W J a¢ - a t- EXISTING 1 i GLAZING SEE MIN. _ w o STORM PANEL SEPARATION w FROM GLASS w - TABLE 2 o zz • J N OOPTIONAL TOP MOUNTING SCALE: 3" = V - 0" - EXISTING CONCRETE, OPTIONAL LEG DIRECTION c 3 HOLLOW CONCRETE BLOCK OR CONNECTION TYPE WOOD FRAMING 1 CONNECTIONTYPE c � d0p (TYP. TOP AND BOTTON) REFERENCE ANCHOR /V ti J Z J Aa SCHEDULE FOR MAX. s.3 EXISTING CT CONNECTION TYPE ' Cl CONNECTION TYPE REFERENCE ANCHOR REFERENCE ANCHOR SCHEDULE FOR MAX. SCHEDULE FOR MAX. -SPACING SPACING EXISTING CONCRETE, HOLLOW CONCRETE BLOCK 01 Cl CONNECTIONTYPE— WOOD FRAMING. SEE DETAIL E REFERENCE ANCHOR - SCHEDULE FOR MAX. OBUILD OUT SECTION - SPACING SCALE: 3" =-1' - 0" EXISTING CONCRETE, HOLLOW CONCRETE -�: BLOCK OR WOOD EXISTING FRAMING GLAZING - ' EDGE CONNECTION TYPE DIST. r REFERENCE ANCHOR SCHEDULE FOR MAX. "'SPACING- .- I x SEE MIN. _ . - - ?>-^-•�� I MAX. STORM PANEL SEPARATION EXISTING J `- FROM GLASS GLAZING 3 Z TABLE 2 Q m o. a w SEE MIN, F-J - w ' E STORM PANEL 1 w p SEPARATION w FROM GLASS vwi u TABLE 2 `- N E Q J CEILING MOUNT SECTION 1^ /SCALE: 31• 1• 0"- �0, S = - C:\Documents and Settings\MCantu\My Documents\Google Drive\MiDi_Projects_Cad\08_]wKnezevich\CAD2015\02-KC150107_T&C\RGsub\KC150107-03.dwg, 4/15/2015 11:51:31 AM, Ledger, 1:1.02336, www.MiDivarate.mm SPACING w m Z c� o EO. 1/4" M�•co MB. z � w¢ W Z-N - _ �a N Z x 75 Ea Z J C Z Q 1 F a. a ,�. >.a 0 N_ry _ O w o LuAn EXISTING I- J E y Z a^ a GLAZING SEE MIN. 'A p STORM PANEL w SEPARATION u 3 .FROM GLASS 'A s c TABLE 2 Z s E 91 Q } c J OBUILD -OUT MOUNT SECTION J SCALE: 3" = V - 0" C ra IL .06 J a [7 0 o a SEE MIN. Z J a� y _9 3 ��� STORM PANEL a coa z - ? 0== t-I SEPARATION ♦- FROM GLASS TABLE 2 O w o o 44aMAY BE Wo =� w asmo �-•. EVERSED ww —.y IA W w LA �w .. _ X Zc 4i �j E CH O 32 _j(L W o W n MB. �.i '1/4" MAX. a S y _ 1/4-20 MACHINE BOLT 5hl%l LOCK NUT P 12" O.C. c OPTIONAL (TYP. TOP & BOTTOM) rJ LEG DIRECTION O.f3UI LD-OUT MOGUNT SECTION c J � ww J Aewl 1 O J 44 t4 HURRICANE PROTECTION W o "j1A(11(nezevich W 2 i6 - 17 woTei'sbpa)Eigin91 n U t' +$ Y- "kCLicere6 No.: VE<1%1 9 VI sad N '1/4" MAX. CONNECTION TYPE le: ' YEAS NOTED, 1" 1" REFERENCE ANCHOR �! SCHEDULE FOR MAX. Drawn b : 2d1Rvt SP-A&NGDate:.04/10/015 OUNT SECTION ^'\ _ D6W;�cr+o..• sheet 3 of 8 CICONNECTION TYPE - _j " m a = REFERENCE ANCHOR „yr/�dm . SCHEDULE FOR MAX. Z m c o� V Z ut� • _ SPADING 0. ,d _ . - 0. ¢ 2" x 5" x 1/8" CONT. - o —' m _ _ _ .ALUM. STUDDED ANGLE . _ 8 - ' 1:�•- W/ 1/4-20 STUDS - _ ow @12"O.C.EXISTING EXISTING CONCRETE, - GLAZING to - �+ m " W J Ee HOLLOW CONCRETE BLOCK OR r .d W'w ❑ - x z a ' M.6 2 WOOD FRAMING N {;- Z J SEE MIN. 1 1tl '� J a v �= 'A• I' .� (TYP. TOP ANDSOTTON) o G o7 STORM PANEL 9 vi - oc Z " '• -• B. s' y a }- SEPARATION 8 w . 1 �n c Ohm 3 x • - _ a F• FROM GLASS - - TABLE 2 E Q v a Z vy� ❑. n - , ..�...� W ,a. _ F o- v - . a a - 9 , .e r • EXISTING _ - w w _1/4" MAX.j' REF�ERENECEOANCHOR 3 GLAZING m z _ f -1/29 , 2" SCHEDULE FOR MAX. �" Z SEE MIN. 4 - .X in1, 1„ C NECtlON7YPE MIN. MIN. SPACING x a YLLm REFERENCE ANCHOR _ Im STORM'PANEL -.•a Q Y SCHEDULE -FOR MAX. 3 row o� - SEPARATION - E a - "'` SPACING z o - FROM GLASS EXISTING CONCRETE, EXISTING CONCRETE, so a TABLE 2 - HOLLOW CONCRETE BLOCK OR HOLLOW CONCRETE BLOCK OR x _.: .... ... O 'D FRAMING SCALE! MOIIlyT SECTION.. ® WOOD LOOFRAMING MOUNT SECTION wooLu BU1LD OUT SECTION o Z SCALE: 3,,:_-l"-'0" . -. b d SCALE: 3- = 1, - 0.- L H ti _ O SCALE: 3" = V - 0" o ua a -1"x 2" W " LL o ^ w w EXISTING .¢ = z 2"x 2"k .055" 6063-T6 STORM PANEL zJGLAZING OZ m a c� OEXISTING-CONCRETE, �Lx 44"L055" 6063 a m - ~< ¢�¢a > 8 p HOLLOW CONCRETE BLOCK OR 2"x 5'. SEP-ARATION— 7 a s SEE MIN. tAa r a W a I b FROM GLASS 3 a 4 " ` WOOD FRAMING EMB I CONNEC ION TYPE Y STORFTPi1NEL w+n z_ _.2_ _ _ �_ ` REFERENCE ANCHOR TABLE 2 0! ' SEPARATION NJ w W - 7 E o SCHEDULE FOR MAX. FROM GVN LASS Z j o Z , e O 0- SPACING "-`!;`r? w❑ TABLE 2 4 4 9 Aa w = C E o a . v w 1/2'. An N ; S 4 N S 1 J V y s Q u o d w 1/4" MAX. ❑ — 1. 4a 4b v w 1/4' to y tr.. z _ MAX. 1/4-20 S.S. BOLT - ; Z m v di w _ ^_v;/ ':r-+.'r, .=s rs. &NUT @ 11" D.C.z_ o at1 o. F - —t1/4 .y - DOUBLE 2" x 5" x 1/8" c r; M .r 3 EXISTING - " MAX. a CONT. ALUM. ANGLE _ f-Cl CONNECTION TYPE C2 CONNECTION TYPE z .. .. .. - - GLAZING 1 - o: -' - • - - EM I' - REFERENCE -ANCHOR W ... SEE MIN. I ❑ w .b. SCHEDULE FOR MAX. ❑ _ REFERENCE ANCHOR a STORM PANEL ~ J •• • - SCHEDULE FOR MAX. SEPARATION N O b d SPACING SP Z ACING y Fes-• FROM TABLE 2A55 2,. 4" x 0.055" 6063-T6 ALUM. TUBE x z 2". 5'• EXISTING CONCRETE, E O_ INSIDE MOUNT SECTION HOLLOW CONCRETE BLOCK WALL MOUNT SECTION J `� WALL MOUNT SECTION O SCALE: 3" = t•-o" OR WORD FRAMING w . _.. SCALE: 3" = 1' - 0" SCALE: 3" = 1' - 0" WOOD ROOF TRUSS ONE D LAG MIN. 5" LONG O TWO 1/4"Ox MIN. 4" LONG STAINLESS STEEL THREE 1/4"Ox MIN. 4" OR FRAMING MEMBER WOOD LAG SCREWS ;m WOOD LAG SCREWS @ 24" O.C. MAX. WITH LONG WOOD LAG SCREWS 1-1/2"1-1/2" @ 24" O.C. MAX. WITH 0 EXISTING 2-1/2" EMBEDMENT WOOD FRAMIN 1-3/4" MIN. EMBEDMENT INTO EXISTING STUDS @ 24" O.C. MAX. WITH 1-3/4" EXISTING STUCCO - INTO WOOD MEMBER 1" x 4" x 1/8" x CONT. ALUM. EMBEDMENT INTO WOOD FINISH OR PLYWOOD W O. EO. tr: 1/y•• TUBE - MEMBER WOOD ROOF TRUSS SOFFIT I TWO 1/4"Ox MIN. 4" LONG AMING MEMBER _1/ O ALL BE PERPENDICULAR EXISTING WOOD 24' LAG MAX WIT TYPS' EK SCREW 2. "1-1/2"W SCREWS ,.m @ „ D.C. 4 4 4b @ 8 O.C. W O THE PANEL FACE GLAZING s - 2 EMBEDMENT H .,. .. .... • ..,-_.-. ... � - .. , ..:_.. ;. .. MAX. _ .. .. 1�I I I� 2 1/ w 'T" !/4" cMOED- �O' E w 1- I _ INTO WOOD MEMBER .. • .. - .. .- - EXISTING STUCCO 1/4" 4, w w I FINISH OR PLYWOOD d z to II II SOFFIT 1" x 4" OR 1" x 6" MAX x t�' 1i1:W:knezevich a. Q 1/4" 062" CONT..ALUM. 3 I - {Ok g Y r *:>:_A I ;j=, - MAX. TUBE (6063-T61 I #14 z 3/4'• az a 6`- 1{ S, o mwitft ;1 r "i PQ eN� e!<961 TEK SCREWmtA �,04/28/1, SEE MIN STORM @ ,,1 N � 3 , #14x 3/4SEP. FROM BETWEENEMBEDMENT ❑ 2' x 5" x 1/8" EK SCREW `tz L4 PANEL TRUSSES xX w .. T GLASS TABLE 2 x CONT. ALUM. @ 12" OC• t a ` EANGLE OR 4'• € ^uETWEENE❑m x 1/4" x CONT-_ TRUSSES �� o 'x z ALUM. FLAT— " EXISTING m Q 1 xX ° - r le: riFS NOTED, - GLAZING E EE MIN. STORM X. ❑ _ _ e`" . 0. EXISTING pgNEL SEP. FRO E E Oa O y _ Drawn b ARV; ' GLAZING GLASS TABLE 2 J n SEE MIN. STORM PANEL J A p •-` c� Date: 04/10/2015 • ' SEPARATION FROM GLASS _ O h� • ,m; xo_-`: TABLE 2 _ _ o BUILD -OUT SECTION Q CEILING MOUNT SECTION �� R BUILD -DOWN SECTION s =�• �(Cl 010] .. - .. .. .. _'SC3\LE: 3_' _ ^'..-A". HURR!CANF PP.CTF_CTION SCALE: 3" _'' - t•" C:\Documents and-Settings\MCantu\My Documents\Google Drive\MIDI_Projects_Cad\08_JWKnezEMch\CAD2015\02 KC150107 l&C\RO-sub\KC150107-04.dwg, 4/15/2015 11:51:48 AM, Ledger, 1:1.0233, wtwi.MiDisparate com - sheet 4 of 8 R t V GLASS OR DOOR w w SEE MIN. 1 Q is STORM PANEL (Lra- SEPARATION FROM GLASS ¢ TABLE 2 Ow f J DETAIL L w H �! Lj r\ to O n X Z - '�l E Ea J w Cl CONNECTION TYPE Mgt REFERENCE ANCHOR SCHEDULE FOR. MAX. EXISTING CONCRETE; SPACING HOLLOW CONCRETE BLOCK OR WOOD FRAMING S� C-TRACK ASSEMBLY- INSIDE MOUNT SCALE: 3" = 1' - 0" 1/4" MAX. 1/4" 1 MAX EXISTING CONCRETE, HOLLOW CONCRETE BLOCK OR WOOD FRAMING. WALL MOUNT CLOSURE DETAIL. . U SCALE: 1-1/2" = T-O" LOCK SYSTEM IN PLACE WITH A THUMB SCREW •OR T RUSS HEAD BOLT. f c \ '_. 1/4-20 x 3/4" MACHINE SCREW WITH .67S" x .675" •',,;x .125" SQUARE SCREW HEAD 5/16" I.D. AND 1/2" O.D. x 3/16" MINIMUM NYLON BUSHING OR 1/4-20 1/16" NUT (GALVANIZED) MIN. �C-TRACK BLOW UP" -SCALE: HALF SIZE NOTE: USE OF DETAIL SHALL BE IN CONJUNCTION wrrH AN ' h' HEADER OR' U' HEADER TOP MOUNT THE SHUTTER AND WALL USEOOR 6e WITH 1/4-20 x 3/4" MACHINE SCREW WITH .675" x .675" x .125" SQUARE SCREW HEAD-\ tn I -11 C-TRACK ASSEMBLY ZI r\ @(ISOMETRIC VIEW) FINAL N.T.S. LOCATION OF STUD MAX. ALUM. i1NGLE 1 FASTENER @ 12" O.C. FOR BUILD -OUT CLOSURE PIECE DESIGN LOADS LESS THAN OR DISTANCE 1",x 2" x 0.125" MIN. TO EQUAL TO 110 P.S.F. & @ 8" O.C. . 2" x S" x 0.125" MAX. FOR DESIGN LOADS GREATER —EXISTING CONCRETE, THAN 110 P.S.F. (SEE ANCHOR HOLLOW CONCRETE BLOCK CD ANCHOR) FOR ANY ACCEPTABLE OR WOOD FRAMING. SEE E ANCHOR) ANCHOR SCHED. BASED "MIN I w ON TYPE OF STRUC. 0 BUILD -OUT MOUNT -CLOSURE DETAIL SCALE: 1-1/2" = T-O" .. .. .,.. ... � WINDUIWG • 1/4-20 S.S. BOLT 1 & BOLT & WINGNUT 1 @ 24" O.C. (TYP.) 1/4-20 S.S. BOLT & BOLT & WINGNUT @ 24" O.C. (TYP.) 20 GAGE STEEL BENT PLATE ' OR2"•'2.7 " 1 6063-T6 ALUM. ANGLE 1" OVERLAP U1 CORNER CLOSURE DETAIL' SCALE: 1-1/2" = T-0" - M 4 MAX. CORNER CLOSURE DETAIL SCALE: 1-1/2" = V-0" 0 3 =p V i `^ W p o p �m LL� Z J�N � c'a v � J m ��(�ou0o= > Z c LU a p N � z- v 1/2" O.D. x 1/4" I.D. x 3/16" NYLON.BUSHING a me ,1 0 mm 3 W U 3 Z OR 1/4-20 S.S. NUT (TYP.)� w a a Z a© �p Wmn 'n u° q x a LLin ci =c � os Lu W cy C Z (L LL � Sp \ 1�w �P a p y O 2R9^t ' a1 N �c Z FASTENER @ 12" O.C. FOR DESIGN LOADS �-• y LESS THAN OR EQUAL TO 110 P.S.F. 8 @ o �+ 8" O.C. FOR DESIGN LOADS GREATER THAN 110 P.S.F. (SEE ANCHOR SCHEDULE C C FOR ANY ACCEPTABLE ANCHOR) 1/4" MAX.--p' ' MAX a 9 Z a � W a ALUM. ANGLE o o s -3a � v '� F i CLOSURE PIECE 1"x2"x0.125"MIN. TO z 2" x 5" x 0.125" MAX. EXISTING CONCRETE, p HOLLOW CONCRETE BLOCK OR WOOD FRAMING. SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE T3 TRAP MOUNT CLOSURE DETAIL VfJ SCALE: 1-1/2" = T-O" 1/4-20 S.S. BOLT & BOLT & WINGNUT @ 24" O.C. (TYP.)� EXISTING BAY WINDOW 1" OVERLAP MAX. CORNER CLOSURE DETAIL SCALE: 1-1/2" = T-O" C:\Documents and Settings\MCantu\My Documents\Google Drive\MiDi_Projects_Cad\OS_]WKneze Ach\CAD2015\02_KC150107 T&C\RO-sub\KC150107-OS.dwg, 4/15/2015 11:54:11 AM, Ledger, 1:1.02326, www.MiDisparate.com p I--- MUM HURRICANE PROTECTION . im "t ." ' E.I.W. Knezevich lL fe$SiDpal Eriginvr :�.Y,3r0crosePl_?EaiesE _ �-f�04/28�/lf le: '''AS NOTED, Drawn b : •ARV? z Date: ,04/10/2015 r_ •KC150107 :' sheet 5 of 8 5" LONG HANDLE RIVETED TO PANEL = c T (7 Cl CONNECTION TYPE w i 'mow _ REFERENCE ANCHOR 1'-2" o Z �& dE •• ' -- -- 1 SCHEDULE FOR MAX- SPACING- _ p 3/80 HOLE FORS 3 I FASTENING PANEE > I� Jmo K W oc' o ANCHOR SCHEDULE FASTENER MmumUM.SPACING (INCHES) REQuIRED.rDR VARIOUS DESIGN LOADS AND SPANS D of rn F.. h- X W ANCHOR TYPE _ MAX LOAD (PsFl SEE NOTE SPANS LP TO SPANSIPTO :.(SEE NOTE I)'K (SEENOTEll) SPANS UPTO (SEE NOTE I) CONNECTIONTYPE CONNECTIONTYPE (SEENOTE3) (SEENOTE3) CONNECTIONTYPE (SEEN0TE3) . •T _-_ 1/4"O,LAG5CREW-OR_ HANGER BOLT . MIN 1.75-PENETRATION • IN WOOD WITH G= O55 w 0.75" Edge Distance Cl C2 WC5 Cl I (3 q CA CS Cl I C2 q Gi CS 48:0 16 16 16 11 9 16 14 9 6 5 16 11 7 4 4 62.0 16 16 13 6 7 16 11 7 4 4 16 8 '5 3 .3 76.0 16 16 10 7 -6 16 9' S. 4 3 1S 8 5 3 3 90.0 16 116 1-4 -9- -e- -5- -1& 3 16 8 5 3 3 120.0 10 6 4 3 16 8 5 3 3 16 8 5 3 3 .y T W 0.75" Edge Distance C1C2gC4gC1 C2gC4gC7 C2gCA CS 48.0 16 16 11 9 1 7 16 9 6 5 4115 7 4 3 3 62.0 16 13 8 7 5 15 7 4 4 3 11 5 3 3 - 1/4- Q LAG SCREW OR RANGER BOLT MIN 1.75 PENETRATION . IN WOOD WITH G = 0.42 76.0 16 11 7 5 4 12 6 3 "3 �� 11 5 3 90.0 16 9 6 5 4 11 5 3/ / 11 5 3 / 120.0 14 7 4 3 3 11 5 3 ¢% // 11 5. 3 i ❑ O ����..11RRff�ft77 •- N.3tWW77 7/16' Q BRASS WOOD BUSHING W/ 7/8' EMBED IN WOOD WITH G = 055 W 0.76' Edge Distance Ct C2 'q CA CS C1 C2 q GCS C7 C2 q C:4 CS 48.0 16 8 5 jL' // =9 4�/�4: 63.0 13 6 4 76.0 90.0 10 9 5 a 3 6- 120.0 6 3 _ 3 =""ti• T _ _ - 1/4" 0 ELCO PANELMATE PRO OR FEMALE ID W/ STALGARD RNISH OR STAINIESSSTEELWI 1-7/8' EMBED IN WOOD WITH G= 055 W 0.75" Edge Distance C7 C2 C3 C4 C5 Cl I C21 C31 CN C5 Cl C2 C31 64 CS 48.0 16 16 16 16 16 16 16 11113 10 16 13 `8 111 -7 62.0 16 16 15 16 14 16 13 •8 10 7 '16 10 '15 76.0 16 16 12 15 11 16 11 7 8 6 16 9 6 90.0 16 16 10 12 9 16 9 6 ' 7 5 16. 9 6 71 120.0 16 12 8 9 7 16 9 6 7 5 16 9 6 ' 111 914 WOOD SCREW OR 914-10 W/ LS EMBEDBED 0. 1V00D WITH G= 0.55 w 0.76' Edge Distance- - Cl C2 C9 CA C5 C7 C2 CP C4 CS C7 Cx q CA -5 CS �48.0 i6 16 12 12 9 16 it 7 7, 5 16 8 3 1.11 62.0 16 15 9 9 7 16 8 5 5 4 13 6 4 4 3 76.0 16 12 8 7 6 14 7 4 4 3 13 6 4 3 3 90.0 16 10 6 6 5 13 6 4 3- 3 13 6 4 3 3 120.0 16 7 5 5 3 113 6 4 3 3 13 6 4 3 3. WOOD SCREW OR �414-10SMS W/1.5' EMBEDIN WITH G= 0.42 W 0.75" Edge Distance ' 'Cl C2 q CA r-51 C7 1 CZ "q G C51 CT CZ q fA CS 48.0 '16 11 7 9 6 13 6J-4S 3 10 4 3 3� 62.016 8 5 7 5 10 443 7 3 3/,#14 76.0 15 7 4 6 . G 8 43 "� 7 3 6' i�ll 90.0 12 6 3 5 3 7 3$$� iz• zi' �� 73WOOD 120.6 9 4 ;'� 3 i 7 3 i 7 3 '///� PUNCH 1/2" x 1" HOLES IN. ADJACENT PANELS TO RECEIVE THIS BOLT. W/ PM NUT. PLACE"c - _ - _ - _ � �0" m in ui i "' ¢ > Z " Lt "'� Ev u° .� NaN $ 5 PANEL OVER EACH ADJACENT PANEL AND FASTEN WINGNUTS _ _ _ _ - 1- z a C Z. 3 N - FROM THE INSIDE \\ _ _ _ _ _ _ _ _ 'ElBfO. C in a y OG c m C W 3 n _ � _ '-XISTING HOLLOW ,. .a> Wzw= BLOCK .�CONCRETE 3 (MAUL PANEL HEIGHT = 7' -4' & M/UC DESIGN LOAD x72.00 P.S.F.) vi ZTI Y1/4,-20'x 1" MACHINE INTERIOR FASTENING ANGLE ASSEMBLYSCREW STUD WITH WASHEREO WINGNUT !CC-MOUNTED SCALE: 1-1/2" = 1'-0"12" O.C. (CONNECTS TO ADJACENT PANEL DETAILS & NOTE' w `� -jTHESE _. DETAILS DEPICT THECONNECTION OF THE LAST PANEL AN OPENING WITH PANELS� c wFOR CONT- - INSTALLED FROM INSIDE. USE 2-1/2".x_7_1/4" OF THESE DETAILS SHALL BE IN z a E2 0! OSNGLE 4.w-58"x WIDE NOTCHES C'ONJUNCTLON WITH AN "h" (TYP. BOTH SIDES) HEADER OR "U-HE-T-OP a J ►.ra (SEE SECTION T) MOUNT. OPTIONAL INTERIOR FASTENING DETAIL (ISOMETRIC) V N.T.S. w¢ ¢ s o ANCHOR SCHEDULE FASTENER MAXIMUM SPACING (INCHES) REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS - F h X W - - ANCHORTlPE MAX LOAD (PSFl SEE NOTE SPANSIPTO 5'-0" (SEENOTEI) SPANS LP TO 9-0" (SEENOTEI) SPANSUPTO 12'-0" (SEENOTEI) CONNECTIONTYPE (SEENOTE3) CONNECTIONTYPE (SEE NOTES) CONNECTIONTYPE (SEENOTE3) w 2" Edge Distance Cl C21 C31 C4 CS Cl Cl Q q G1 CS 48.0 16 16 11 1S 11 16 10 10 6 6 9 9 G G 15 7 4 6 4 62.0 16 14 9 12 9 16 7 5 7 5 12 5 3 5 3 N12STAINLESSSTEEL SMS WI 2" EYEWALL 76.0 16 11 7 10 7 13 6 4 5 4 11 5 3 5 3 90.0 16 9 6 8 6 11 5 3 .5 3 11 5 3 5 3 ARMOR INSERT W/ 2- ' SCREW EMBED IN GROUND BLOCK 120.0 15 7 4 6 4 11 5 3 5 3 11 5 3 5 3 O w 4" Edge Distance Cl I C2C3 C1 C5 Cl C2 q CA C5 Cl C2C3C4 CS ur '$ �•1" . 48.0 16 16 46 It; i6 18I6 73 16 16 16 '15 9 16 72 ❑ _� 4i_-_�' �`v 62.0- 16 16 73 16 i6 16 15 10 16 12 16 11 7 15 9 76.0 16 16 14 16 16 16 12 8 16 10[16 11 7 14 9 W r j O w 5/16" 0ITW TAPCON A W/ L25' EMBED IN GROUTED BLOCK 90.0 16 16 12 16 15 16 11 7 74 9 11 7 14 9 120.0 16 .14 9 16 11 16 11 7 14 9 11 7 14 9 t7 - ' w 2-5" Edge Distance Cl C2q CA CS Cl I C2gC4 CS Cl C2gC4 C5 48.0 16 13 9 16 13 16 7 5 13 7 12 5 3 10 5 62.0 16 10 6 76 10 12 6 3 10 5 9 4 iij 7 4 76.0 16 8 5 15 8 10 4 3 8 4 9 4 7 4 5/16- 0 ITW TAPCON XL 90.0 15 7 4 9 4 7 4 . W/ 2.25' EMBED IN GROUTED BLOCK 120.0 11 7 4 9 4 W, 7 4 C:\Documents and Settings\MCantu\My Documents\Google Drive\MiDi Piojects_Cad\OB JWKnezevich\CAD2015\02_KC150107_T&C\RO-sub\KC150107-06.dwg, 4/21/2015 5:11:24 PM, Leger, 1:1.02339, v .MiDisparate-com- o ANO10R NOTES: z C ob ILrVv, 3 € _ SEE SHEET 8 FOR ANCHOR NOTES. a w W a y � � � I I 416- 04- - HURRICANE?ROTECT= - S`s`S_ � I "kCO�mse n6_�PEA19G1 z+ -04/28/1 Ole: :AS NQTED- _ Drawn b ARV. - Date: 04110/2015 ...?� • .: m;+•ra Now - .- - • T150107 - sheet6 of i J C:\Documents and Settings\MCantu\My Documents\Google Drive\MiDi_Projects_Cad\O8_]WKnezevich\CAD2015\02_KC150107_T&C\RO-sub\KC150107-07.dwg, 4/24/2015 12:05:11 AM, Ledger, 1:1.07291, www.MiDisparatecom M. o Moorw gnomon �o © ARID max afanOmm�armommo, ' won 0 No Emigmanounsmi © M'%�© o°O' oo� Mmo M o� UM oComm mc®omomoomoome®yoo�®ro�m-� .eMM Uff'i.GYi..GS51m®�o35YH',mm�mWoo®'H.Y.'G�Li'.. yy � mom r ..............on...... NUMENEU EEIR., :MQyHY.1SNYN N 5fs%5!/H.'iHY2o " moon©moot'9©©®oe9©omoo©�jom0000mf41mflmPm^© 0©o000]OL©©D©9F©�m®O W ®m0�®O W YYiI© ��o©000©q/,�o�o��o�mmommm000m0000 Eon///,©'rYli%//.E'///am00mum®© ol0000 ' . Moofo©oMfMwowMffmoom000000 noun moomonofmmosufmm000©000000mooc �mmmmmmm- ~ ONGCmom�omomomoomocm© .. mo uuv47/iL10:WwWOY m ®uo- o 0 on m©uI w m©Ioo o°a©�� ummuummun on �mmmmommoull HIM ®ammmmmmmmommmg �mm000mo©Qomo©©©mmom®.Mumulull mm0000m© oom0000muu ° ®o o® mm000©mo°�Q©munoom000�mogo©mo©° ANCHOR SCHEDULE FASTB•ETt MAIOMU:I SPACe1O (1N )fi®l11>®Po VAR0175 DESHa•1LOADSA SPANS MAR - SPAM W M BPANS IPTO SPANS wm 12-P F ANCHORTI'PE" :IPSFI Sg ii ISff NOTE tw i. ISM-TEII (�SEENOTEI) CONNECTgxT NNECT—E E CO(SffN0TEJ) NECT—T E' 67 >< 'NOTE! W ISff ta]EJI ISff NOTEJI ' 25" Edge Distance ' Ct Q P fA CS C1 Q P G P G Q P G P _�s - -+-'M" 460 16 10 6 1{ 8 11 5/ T t 8 d/ 5 1/4'ELCO PANEG4ATE PRO OR FEMALE ID -a 16 ] 5 1 t 6 9 4 6 6 {/ 76.0 iJ 6 { 9 5 7 '/ 5 / 6 / t WITH STALGARD 9d.a I1 5 '/ ] 4 6 i / d .j/ 6 FINISH W/ 1.75- EMBED IN HOLO'N BLOCS 120,Q e. { /i s 7 6 / / d 6 // / d / 's' Edge Distance Y w Ct Q P G P Ct Q P G (S Cl Q G P CS d80 16 11 T 1{ 9 12 6 3 8 5 9{/ 6 J m 3- —9125TAINLESSSTEEL- 620 16 B 5 11 _ _ 7 94 -S 3 6 3 7 3 /, 4 O SMS W/ 2' EYEWAL T6.0 9o.d 146 tz s { 9 J ] -8- ! 7 �- :/ J /� -5- -3- { % -7- a- 7 3 / i / d ARMOR117TWI O x 1.25' SO1EW EMBED IN HOUDW BLOCK 1zd.d 9 d/ s 3 7 3 ./ 4 7 3 %% t r Edge Distance 9`F^..:..,nM1.-'i _ w Ct aP G CS C1 Q P G P Ct Q P G C5 d8.0 11 5 15 1/4' z POWER]TAPPEFI szd 8 ' PER%SV COATED OR 410 SS W/ 125' EMBED me s IN HOLLOW BLOIX ANCHOR NOTES: 1. .SPANS AND LOADS SHOWN HERE ARE FOR. DETERMINING ANCHOR SPACING ONLY.. ALLOWABLE SHUTTERSPANS FOR SPECIFIC LOADS MUST BE LIMITED TO THOSE SHOWN IN TABLE I ON SHEET 2. 2. AN EFFECTIVE WIND AREA OF IO SQ.FT. SHALL BE USED FOR DETERMINING WIND LOADS FOR ANCHORS. _ 3. ENTER ANCHOR SCHEDULE BASED ON THE EXISTING STRUCTURE MATERIAL, ANCHOR TYPE, AND EDGE DISTANCE. SELECT DESIGN LOAD GREATER THAN OR EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER THAN OR EQUALTO SHUTTER SPAN. 4. SEE MOUNTING SECTION DETAILS FOR IDENTIFICATION OF CONNECT!ON TYPE. S. EXISTING STRUCTURE MAY BE CONCRETE, ASTM C-90 HOLLOW CONCRETE BLOCK, GROUTED MASONRY, OR WOOD FRAMING. ' REFERENCE ANCHOR SCHEDULE FOR PROPER ANCHOR TYPE BASED ON TYPE OF EXISTING STRUCTURE. 6. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS. 7. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES WALL FINISH OR STUCCO. 8. WHERE EXISTING STRUCTURE IS 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 .. .. . CENTAULER QF NOMIAL 2'X 4' (MIN. WOOD STUD. 3/4' EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMING. WOOD STUD .. .. -: - NO ED IN ..,•I1. MACHINE SCREWS SHALL I ATY VE MINIMUM OF I/2RENGA EMENT OF THREA SS SHALL '!N RASE ANCHOR AND AVE PHILLIPS PAN AMAY HAVE EITHER A PAN -- HEAD, TRUSS HEAD, OR WAFER HEAD (SIDEWALK BOLT(, U.O.N. 12. 0 DESIGNATES ANCHOR CONDITIONS THAT ARE NOT ACCEPTABLE USES. - _ 13. ' DESIGNATES ANCHORS THAT ARE REMOVABLE BY REMOVING MACHINE SCREW, NUT OR WASHERED WINGNUT. 14. AL CONCRETE ANCHORS SHALL BE INSTALLED IN UNCRACKED CONCRETE ONLY WITH A MINIMUM CONCRETE STRENGTH AS 1 NOTED IN ANCHOR SCHEDULE. / 15. WHEN ANCHORING TO CONCRETE BLOCK, SDS AND IMPACT DRILLS SHALL NOT BE USED TO DRILL INTO BLOCK OR TO INSTALL CONCRETE SCREWS. I oulfkilr_ ,4URRiCANE PROTECTION 'C:\Documents and Setting's\MCaritu\My Documents\GoogIL'Drive\Mi'Di_Projects_Cad\08_JWKnezeAch\CAD2015\02_KCI50107_T&C\ROsob\KC150107-08.dw.^„ 4/21/2015 4:34:41 PM, Ledger, 1:1.02339, wwv+.MiDisparatemm = o V re1n m W �} W T � L 01 O F�O' uo� t, o Na W o�ar � a N y o�mY d d O C LLI .l 3 Z i v a as NLL Z (l N ® csa tx•- W C II'' N x'n 3 s V W mn - .N•• y Y w 0 oa S r W m W y c m J W Z a 1 y 0 P � , E xm s r? � Io mo`y ia5v c C c21 O y � 3� �W w a I �A,46E "J:WfKnezpvich ;e t&'6.6'&.lEK4i9r �9eDFeME'n6; PE d1961 04/28/1: c'AS le' NOTED- Drawnb : ARV: Date:.04/lp/2015 XC15010I