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HomeMy WebLinkAboutProduct Approval Florida Building Code Online Page 1 of 2 10 LL, '.au I..ru., ,gf�'.:7, 1=1 I F' M BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts i Publications # FBC Staff BCIS Site Map Links j Search H Product Approval -( #R�f USER;Public User a.r>tz Product Aooroval Menu>Product or Aooiication Search>A A ion list>Applic tion Detail FL# FL11398-R3 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer Town and Country Industries, Address/Phone/Email West M 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, =Sh.tteSubcategory 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 R; COI 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=wGEVXQwtDgvIL5K 15 SWld... 3/21/2017 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 06/22/2015 ................._._......................................................._._....__.....__........................... ....._..._.............._.........._._.............................._..........._......................_._......_..._................__........... _._.._........_..... .._.._.._ ...---.._. _ Summary of Product FL# Model,Number or Name Description 11398.1 050&0615 STORMLOCS EL ATIF ALUMINUM S Limits of Use Installation Instructions Approved for use in HVH FL111 R3 II KC150107 Rev 0 df Approved for use outside HVHZ:Yes Verified By:John W.Knezevich PE 41961 Impact Resistant:Yes Created by Independent Third Party:Y Design Pressure:N/A aluation Reports Other:See Span Schedule Sheet 2 of installation drawings. ft,1.t_.„_,,,,,,_,___.=:qua icn R..e�pr 150107.odf Created by Independent Third Party:Yes Contact Us::2601 Blair Stone Road Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Coovrlaht 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: QW' ® Rid '�ipi:.> Credit Card Safe http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvIL5K 15 S Wld... 3/21/2017 LIMI' E HALF PANEL PER NING z 30 o 2.02" 2.02" 2.250" �� 1 .sI . . -t01" 250" 1OS"MIN. •062" OHSD•3.00"MAX. 2. qscJ� 0 E 09 ••TP2.250" SE NOTE >Is 09 V7'T 062.07" P. 094" No.12 4NTE " 094.SEE WOF N12 062"2.00"COVERAGE 0op6.ODDCOVERA6 N ,4375" " " W " . 20" 250" m 2.000" 20tWi-o^dtnqoe�LL^�.$�• 2.03" <mc Wa Um•.. O STORM PANEL HALF STORM PANEL M HEADER U°HEADER =" W#� a 1a 2 3 O BUILD LD-OUT HEADER i= SCALE:3"=1'-0" SCALE:3"=V-0•' O SCALE:3"=1'-0" O SCALE:3" i'-0" a SCALE s 3"_,'-0'• �v w-20 /4- CREW Al2" Y'�2a SCREW*12"O.C.(STUD O'CASTt� 1/4-20 M £ 1.525" nc a DIRECTION MAY DIRECTION MAY SCREW�0 12"O.C. 3.385"MAX, 3 o� BE REVERSED) BE REVERSEDY DIRECTION MAY .886" c a BE REVERSED) .375" 92' ,177'• o p' .125"TYP. td 1" .091"TYP. ni 125"TYP .090" ,0901' TYP.I 24' 15Q" s^ .,50" 465". SSm 'CCPJ' w x • - O9t" : .215'• = w W Z ( 2.00• MIN. o _ .215 m m ,�rn Q 5.00"MAX. .060 ecu .3,3" m CL 632" sv .090" .090" wa OSTUD ANGLE O STUD ANGLE .315"R YM 377" :�.. Of 4 SCALE:3" SCALE:3"=t'-0'• STUD ANGLE SYM. .7D0' Q E2 p 1.00"MSN. 5.00"MAX. -' U) GENERAL NOTES: O ANGLE �C-TRACK(FINISH) (c1 C-TRACK BUILD-0Ui F TRACK E2 _ - 1. THESE EVALUATION DOCUMENTS REPRESENT A SHUTTER SYSTEM ANALYZED AND TESTED IN ACCORDANCE WITH THE STH SCALE:3"=1'-0" SCALE 512E SCALE HALF 512E SCALE HALF 512E �Wa,� EDITION 2014 fLORIDABUILDING CODE FOR USE WITHIN AND OUTSIDE OF THE HIGH VELOCITY HURRICANE ZONE fNVHZ7. 2. PRODU PEA�ORMANCE TESTING WASCONDUCffDIN ACCORDANCE WITH TA5201,TA5202.&TA5203 ANO THE SYSTEM PS .376" ,376" c ME ME LARGE MISSILE IMPACT RESISTANT, 3. DEff.MIN' THE POSITNE AND NEGATIVE DES IGN LOADS TO USE WHEN REFERENCING THESE DOCUMENTS IN ACCORDANCE .190 .190' 'L ' WITHASCE7-LOALLOWABLESTRESSDEStGN.CALCULATED WIND LOADS SHALL BEMUL'NPUED BY THE LOAD FACTOR 0.6 BEFORE 14 .563"� _-' a,? REFERENCING THESE DOCUMENTS. va n .440.. 4. FOR WIND LOAD CALCULATION IN ACCORD ANCEWTTHASC£7-LO,AOIRECT40NAt1T1'(ACTOR Of XD-0.85 MAY RE U5E0. 313"452"655" 313" .465" .655" z S. NO ALLOWABLE STRESS INCREASE 6 UTIUZED IN THE DESIGN OfTHISSYSTEM;HOWEVER,A WIND LOAD DURATION FACTOR OF y� o CD=1.33IS USED FOR SCREWS DESIGNED PER NOS. b. THESE EVALUATION DOCUMENTS ARE GENERIC AND DO NOT INCLUDE INFORMATION PREPARED FOR APPLICATION OF THIS SYSTEM TO A SPECIFIC SITE. 0.090"(TYP.) _ 0.090"(TYP,) n.... c 7. THFSEEVALUATIONDOCUMENTSARE THE INSTAUATIONINSTRUCTIONS PORTION OFAPRODUCT EVALUATION AND SHALL ONLY BE USED WITH THE CORRESPONDING PRODUCT EVALUATION REPORT.USE OF THESE APPROVAL DOCUMENTS SHALL COMPLY WITH CHAPTER 6IG15.23 OF THE RORIOA ADMINISTRATIVE CODE. '----� a 88' o m 120 GA.GALV.STEEL GR 40 n 8. THESE EVALUATION DOCUMENTS ARE SUITABLE TO DE APPLIED BY THE CONTRACTOR P%OVIDEOTHE CONTRACTOR DOES NOT 2,00•• 1 OR OA50"6063-T6 ALUM) DEVIATE FROM THE CONDITIONS DETAILED HEREIN AND THE CONTRACTOR VERIFIES THAT THE EXISTING STRUCTURE DOES NOT OPTIONAL DEVIATE IN EITHER FORM ORMATERtAL FROM THE STRUCTURAL SUBSTRATES DETAILED HEREIN. LEG DIRECTION 9AMAC3 KE�fIiOLE oz 9. ANY HENSITECONDITIOSDEVIATEFRO THEEVALUATIONDOCCUMENISHEBUILDINGOFFICIALMAY IANEQUIRETHA �o1'PANGLE-TRACK (q�WINGNIJ 1O WASHER 10. WHENSITECONOINSORDDITIONST THESEEVALUAIONDOUMENTSWILLL VOID HEEFICIALTIONDOUIRENTS.SITE ��,J 1�:.,/1 SPECIFIC DOCUMENTS IUSTIFYING THE DEVIATION BE PREPARED,biGNED,DATED AND SEALED BY A LICENSED ENGINEER OR SCALE:HALF SIZE SCALE:HALF SIZE SCALE:HALF SSZE CALEB HALF SIZE REGISTERED ARCHITECT. 11.EACHPANELOFTHEA55EMBLY SHALL BEPERMANENTLY LABELED ATA SPACING NO GREATER THAN 36"ON THE EXTERIOR FACE WIDTH UNLIMITED w WITH THE FOLLOWING MINIMUM INFORMATION, (PERPENDICULAR TO TOWN&COUNTRY IND. PANEL SPAN) p FORT LAUDERDALE,Ft OP MOUNT 'w TAS ZOF,20Z,&203 TYPICAL SECTIONS o 9 LB LARGE MISSILE } w m FBCAPPROVALNUMBER --- ,.. �-„ LY 12.ALUMINUM STORM PAN ELS SHALL BE 3004 H34 OR S052-H34 ALUMINUM ALLOY WITH MINIMUM THICKNESS AS SPECIFIED IN THE APPLICABLE SPAN TABLES. ON 13.ALL EXTRUSION SHOWNSHALLBE6O63-T6ALUMINUMALLOY,U.O.N. w \, SLOE 2�-' 14.ALL BOLTS,STUDS,AND WASHERS,EXCLUDINGINS', TION FASTEN ERS,SHALL BE STAINLESS STEEL WITH A MINIMUM TENSILE 2 m '\ j/ 1.00" 1 MOUNT m=a STRENGTH OF 66 KSI,U,O.N. Q PLAN\,, ""' .. PLAN 15.TOPAND BOTTOM DETAILS MAYBE INTERCHANGEDAS FIELD CONDITIONS REQUIRE.PANELS MAYBE MOUNTED HORIZONTALLY o_F VSEW ' 650"0 ' "" VIEW Baa wWa WHERE MPLICABLE.H&UHEADERS VIDDRENOT ABLE USED ANCHORSAIZONTAL MOUNTING CONDITIONS. HALE SLOT' I '--• -- xd 16.TRACKS MAYRLREMOVABLE FAOVIOEDRE T14EGA BETWEEN ETWEEN THE USED. 0: \ 17. PROVIDE OVERSEALANTARO NDPERING BY 3ETIMES THEGAP BETWEENTHTACT AND STRUCTURE RE SIDE EVENT ES AREWATER REQUIRED. O� � Lmax.,SEE STORM PANEL SPAN � a, 18.PROVIDE SEALANT DPERIMETER OF COMPONENTS IN CONTAR WITH ST%UCIURETO PREVENT WATER INTRUSION :j -` aE� "J,VI/:I(tlOXOVI[h BEHIND COMPONENTS. w w /"-� SCHEDULE-TABLE 1 sr \ t -'tFataaai Bente. VI u a4* `+$''^iLDeensc Ndavc aiv{a x 315"0 A xy. -" E a / I t o j TYPICAL "^ 5•' ALE r SCALE:1/4"=1'-D" ,"04/28/1 12" ---'- '- YHotESIAT �� Drawn La �7145NOTED.. iTYP,i BOTTOM M LINT - b -ARV Q Y - Date 04 10 2015 TYPICAL VERTI ELEVATION KMROT SCALE:1/4"-1' 0" HURRICANE PROTECTION '';C'�. . sheet t,of 8 C:kDOcuments and SettingAMCantuft DocumentsLGmgle DdveIPUO!_Projects_Cad\DS_JWKnez lcht,CAD201 gO2_KCi5O107 T&CSR CiSp107 ,4(24(2025 12:01:40 AM,Ledger,1:1.02337,w-miDLsparate,mm t3- �t9 '^L� TABLE 1:PANEL SPAN SCHEDULES TABLE 2:MINIMUM SEPARATION FROM GLASS SCHEDULES v�g LLI -E N c r 0.050 ALUMINUM PANELS 0.0615 ALUMINUM PANELS 0.050 ALUMINUM PANELS 0.0615 ALUMINUM PANELS o a N z m POSITIVE OR POSITIVE OR POSITIVE MINIMUM SEPARATION POSITIVE MINIMUM SEPARATION —a Y�� �am;,tee L max. L max. L max. L max. ASD SHUTTER FROM GLASS ASp SHUTTER FROM GLASS m e W ==LL V NEGATIVE FOR FOR NEGATIVE FOR FOR INDLOA SPAN INSTALLATIONS INSTALLATIONS INDLOAD SPAN INSTALLATIONS INSTALLATIONS a ASD POSITIVE NEGATIVE ASD POSITIVE NEGATIVE 'L' 530' >30' 'W' 'L' 530' >30' _ j .nes 0 WINDLOAD WINDLOAD 'W' "'' ASO ASD ASD ASD •\hr• •W' (PSF) ABOVE GRADE ABOVE GRADE (PSF) ABOVE GRADE ABOVE GRADE v WINDLOAD WINDLOAD WINOLOAD WINDLOAD y ® Ym n (PSF) (PSF) 72" 3" 1-3/e" 72" 3" 1-1/2'• o z A� 23 144" 144" 27.5 144" 144" 30 104 3" 2" 27.5 104" 3" w 25 141" 144" 30 143" 744" 135" 5" 3-1/4" 144" 30 135" 144" 35 138" 144" 72" 3" 1-1/2" 72" 3" 1-1/2" 3 40 104" 3" 2-1/8" 40 104" 3" 2" o s 35 130" 144" 40 133" 144" 126•• •• 3-1/4" 133" 4-1/8" 3-1/4" > J L. •• ., 45 129" 144" 72" 3" 1-1/2" 72" 3" 1-1/2" W� Z 45 722" 135" So 126" 139" 50 104" 3" 2-3/8" 50 104" 3" 2-1/4" c a 19" 1 55 123" 132" 119 3-1/4" 126" 4-1/8" 3-1/4" LL a 55 116" 122" 60 120" 127" 72" 3" 1-5/B" 72" 3" 1-5/8" 0 x j 3 60 111" 117" 65 718" 122" 60 104" 3" 2-5/8" 60 104" 3" 2-3/8" 1.- 111" 5" 3" 120" 4-7/8" 3-1/4" 65 107" 112" g75 116" 117" 72" 3•• 1-5/8" 72" 3" 1-5/8" it 7D 103" 108" 113" 113" 70 103" 3" 2-3/4" 70 104" 3"75 96" 104" 109" 1139" 72" 3" 1-5/8" 116" 4-1/8"80 80 913" 99" 106" 106" 90'• 3" 2-1/4" 72" 3"85 84" 93" 102" 102" 9060'• 3 1-1/2" BO 104" 3" 2-3/4"90 80" 88" 96" 96" 80 " 2" 109" 4-1/8" 3-1/e" 5A10060" 3" 1-1/2" BO B0" 3" 1-1/2" zootf495 75" 83" 91" 91" 72" 3'• 1-3/4" 102" 3" 2-7/8" ml 11013 72" 79" 83" 83" 710 48 3" 1-3/8" 100 60" 3" 1-1/2" a o 710 65" 72" 120 76" 76" 65" 3" 7-5/8" 91" 3" 2-3/8" a i 120 60" 66" 130 N.A. 70'• 48" 3" 1-3/8" 48" 3" 1-3/8" N W 120 613" 3., 1-1/2" 110 83•, 3" 2-1/8' 130 N.A. 61" 140 N.A. 65" 140 N.A. 56" 150 N.A. 61" 120 48„ 33;; "3 1-3/8" 76" .. 2.. 750 N.A. 52" c 0 .N TABLE 1&2 NOTESOt: w 1,SEE SECTIONS FOR SHUTTER SPAN DEFINITION. 2.FOR TABLE 1,DETERMINE BOTH THE POSITIVE AND NEGATIVE ASD WIND L AD.OF CHETWO E MAX SPAN FOR EACH AND USE THE3.FOR DESIGN LOADS BETWEEN TABULATED VALUES,USE NEXT HIGHER LOAD TO DETERMINE ALLOWABLE SPAN. 4.FOR TABLE 2 ENTER AT A POSITIVE LOAD 2 PROJECT POSITIVE LOAD AND SPAN 2 PROJECT SPAN TO DETERMINE MINIMUM SHUTTER SEPARATION FROM GLASS. r'�'``]WKltezevich =04/28/1.: le `;.AS NOTED o Drawn b 2'015 It Date OA 10 2045 a � ° 450107 HURRICANE PROTECTION :"sheet2.of 8 C:\Documents and Settings\MCantu\My Documents\Google Drive\MIDI_Projects_Cad\OB_]WKnezevich\CAD2015\02_KC150107 T&C1ROsub\KC150107-02.dwg,4/15/2015 11:50:03 AM,Ledges,1:1.02339,�.MiDlsparate.mm EXISTING CONCRETE, OPTIONAL LEG DIRECTION EXISTING CONCRETE, EXISTING CONCRETE, z 9- - HOLLOW CONCRETE BLOCK OR HOLLOW CONCRETE BLOCK OR HOLLOW CONCRETE BLOCK OR tlCONNEC71ON TYPE ti 9 WOOD FRAMING WOOD FRAMING 0p WOOD FRAMING REIEREECE ANCHOR ClRE CONNECTION TYPE o o � urr u CONNEC71ON TYPE REFERENCE ANCHOR (TYP.TDP AND BOTTOM REFERENCE ANCHOR v �.. J ua REFERENCE ANCHOR SCHEDULE FOR MAX. SCHEDULE FOR MAX. ti M B.`y SCHEDULE FOR MAX. MB.��Yr SPACING (,>: SPACING W—E RING _ y 1/4"MAX. - 0. E0. 5 1/4"M 7 J P'-- E /2" 2 1/4"MAX. MB.. a W O E E r Z J ���11;�'✓'• Q m W 3 J W <rG G W U wLL ut Qm ara- oN Zm va �' UN. d" EXISTING _jZ•/ 0-Fa- EXISTING 1 u+o a¢ a a GLAZING 1 F GLAZIN SEE MIN. p J SEE MIN. H ^ E. a STORM PANEL 1- STORM PANEL w W o f fE E? w�� SEPARATION ut o ESEPARAT XISTING H W rn ZION9^• FROM GLASS w w FROM GLAss .N GLAZING SEE MIN. o =' YLLm TABLE 2 N TABLE 2 K z STORM PANEL w= 3 y E 4 SEPARATION c Z -'vai FROM GLASS x o c •" Q TABLE 2 m z a E a :o O WALL MOUNT SECTION N O OPTIONAL TOP MOUNTING ©BUILD OUT MOUNT SECTION J A W z A SCALE:3"=V-0" B SCALE:3"=1'-0" SCALE:3"=1'-0" c rn a EXISTING S W4..j �^ GLAZING w W c y Or �• ' SEE MIN. SEE MIN. Z c•.+ U) �e p STORM PANEL EXISTING STORM PANEL Q m 3 m ,3 SEPARATION GLAZING r a a FROM GLASS Z SEPARATION I- o TABLE 2 Q m w FROM GLASS TABLE 2 Flu 9 H� Nj oa Q &". a ' 4 MAY BE o ' ow o�. ''�.. µw ERSE 1. w= �y eco .•,"i: vwi= T'r' w 0 J.: m Z lw7~ 4 4 4b y w 1 o ooh x E _.4• � w MB.,1: a z V) Cl CONNECTION TYPE Cl CONNECTION TYPE 1/4"MAX c 5 y REFERENCE ANCHOR REFERENCE ANCHOR 1/4"MAX. SCHEDULE FOR MAX. SCHEDULE FOR MAX. 1/4-20 MACHINE BOLT pTEI 1 CONNECTION TYPE, SPACING SPACING12" REFERENCE ANCHO LOCK NUT @ BO O.C. c ULE FOR M EXISTING CONCRETE, LEG ID RECTION (TYP.TOP 8,BOTTOM) SPACIN HOLLOW CONCRETE BLOCK OR CE CONNECTION TYPE WOOD FRAMING.SEE DETAIL(g) REFERENCE ANCHOR OWALL MOUNT SECTION SCHEDULE FOR MAX. v DO BUILD OUT SECTION SPACING BUILD-OUT MOUNT SECTION c SCALE:3"=1'-0" E SCALE:3"=V-0" O SCALE:3"-V-0" y EXISTING CONCRETE, > EXISTING SEE MIN.PHOLLOW CONCRETE GLAZING STORM PANEL BLOCK OR WOOD EXISTING SEPARATION FRAMING GLAZING FASTENER 6"O.C.OR FROM GLASS r.` Z Cm EDGE _ CONNECTION TYPE E CE O.C.,BUT DO NOT TABLE 6, DIST. REFERENCE ANCHOR 0.m (0%,eg ^ EXCEED ANCHOR �.��SCHEDULE SPACING. .- O EO SPACING E FOR MAX. L - MiR -H USE REMOVABLE ANCHOR .-•, Ir WITH KEYHOLE WASHER w w i. 1/4" SEE MIN. o w OR ANCHOR WITH WINGNUT Z"' %I �* MAX. STORM PANEL 7 F- WASHER.LOCATE FASTENER a Q SEPARATION 0=O HURRICANE PROTECTION j W:'Knezwich IN NARROW PORTION OF I- EXISTING rzw-�mFROM GLASS w w *"'"KEYHOLE WASHER 1 i GLAZING— TABLE 2 x a f'` k0w—lC7 CONNECTION EWE o w m 4 4 9 a ('. ted eud x CvWo REFERENCE ANCHOR a a x z •` SCHEDULE FOR MAX. ]-E ESPACING w a : 0.E. t7 zSTORM PANEL I o SEE MIN. 1/4"MAX. -04/28/a FROMRATION GLASS vi CONNECTION TWE '>A5 NOTED •i- mT 1�� REFERENCE ANCHOR �'' Drawn b -ARV MB.�i: TABLE 2 x Z E SCHEDULE FOR MAX. SPACING Date: 0410 2015 ODIRECT MOUNT SECTION O CEILING MOUNT SECTION O FLOOR MOUNT SECTION q r KC150107 SCALE:3"=1'-0" SCALE:3"=1'-0" SCALE:3"=1'-0" '•'a,,''fl: 'sheet3 of8 C:\Documents and Setdngs\MCantu\My Documents\Google Ddve\MIDi_Projects_Cad\08_JWKneze Ich\CAD2015\02_KCI50107_T&C\ROsub\KC150107-03.Avg,4/15/2015 11:51:31 AM,Ledger,1:1.02336,w .M!Dispardtemm 0 0 =j try J V]= ar -o 6a LOCK SYSTEM IN PLACE USE©OR WITH 3 tD-�a WITH A THUMB SCREW F°' GLOR TRUSS HEAD BOLT. 1/4-20 z 3/4" t2 W Z c' v ASS OR DOOR w MACHINE SCREW N o .c� 0�5 SEE MIN. 1 Q m ./L:l x 112TH 5"6SQUARE 5r, v W vmi;� STORM PANEL a< ' '�' SCREW HEAD z a Z•,"!x SEPARATION E 9 —o �mm .�` ~ 1/2"O.D.x 1/4•'I.D.x 3/16" o a FROM GLASS 6 6a NYLON BUSHING \ c W TABLE 2 O w 1/4-20 x 3/4" OR 1/4-20 S.S.NUT(TYP.)\ m =JLL a" N j r �!? `I MACHINE SCREW c w a uN, WITH.675"x.675" w1 uJu ' ETAILL w m >: x.125"SQUARE m i w Ate;m 'SCREW HEAD z o i y Z f N n Q �\ 5/16"LDD.AND ><a 1 E a 1/2"O. .x 3/16" ^�9 3 BE J a - HNYLON BUS d 1/16" BUSHININ G OR 1/4-20 [[["""(((((r))O(rfff___ " Cl CONNECOON TYPE MIN. NUT(GALVANIZED) El El MB. REFERENCE ANCHOR o W o SCHEDULE FOR MAX. Q C-TRAGIC BLOW UP Z n EXISTING CONCRETE, SPACING SCALE:HALF SIZEc m n. o HOLLOW CONCRETE BLOCK OR C-TRACK ASSEMBLY WOOD FRAMING O(ISOMETRIC VIEM FINAL W u C-TRACK ASSEMBLY-INSIDE MOUNT NOTE:USE OFDEfAILSHALL BEINCONJUNCnONWRHAN SB N.T.S. LOCATION SCALE:3" yy or S1 1'-0" 'h'HEADEROR'U'HEADERTOPMOUNT OF STUD 3z rn = 0:mA� wo � _ate �cH Z a oc � 2gLLo SHUTTER OVERLAP SHALL BE p zo A MINIMUM OF 1.5 TIMES THE FASTENER @ 12"O.C.FOR DESIGN LOADS SIDE CLEARANCE BETWEEN LESS THAN OR EUAL TO 110 P.S.F.&@ v o THE SHUTTER AND WALL 8'•O.C.FOR DESIGNOLOADS GREATER cv o CO, `E 1/4" THAN 110 P.S.F.(SEE ANCHOR SCHEDULE z �( MAX. 1/4" FOR ANY ACCEPTABLE ANCHOR) w E 1/4'• MAX. 1/4"MAX. ..MAX W o az MAX. 1 ALUM.ANGLE 1 FASTENER Co 12"O.C.FOR L a UILD-OUT CLOSURE PIECE DESIGN LOADS LESS THAN OR DISTANCE 1"x 2"x 0.125"MIN.TO EQUAL TO 110 P.S.F.&(�B"O.C. 1 ALUM.ANGLE w�_ EXISTING CONCRETE, 2"x 5"x 0.125"MAX. FOR DESIGN LOADS GREATER CLOSURE PIECE HOLLOW CONCRETE BLOCK I�� THAN 110 P.S.F.(SEE ANCHOR 1"x 2"x 0.125"MIN.TO EXISTING CONCRETE, w SCHED.FOR ANY ACCEPTABLE o OR WOOD FRAMING. 2"x 5"x 0.125"MAX. EXISTING CONCRETE, HOLLOW CONCRETE BLOCK � ANCHDR) HOLLOW CONCRETE OR WOOD FRAMING.SEE ^MIN w OR WOOD FRAMING.SEE CK ANCHOR SCHED.BASED ON TYPE OF STRUC. ANCHOR SCHED.BASED ON TYPE OF STRUCTURE WALL MOUNT CLOSURE DETAIL ©BUILD-OUT MOUNT CLOSURE DETAIL O sTERAPE MOUNT CLOSURE DETAIL Tl SCALE:1-1/2"=V-0" A EE B ' HURRICANE PROTECTION 144 OW EXISTING 7/4-20 S.S.BOLT 1 o- BAY WINDOW „�10�" J.1N.'K�eFevich &BOLT&WINGNUT 1/4-20 S.S.BOLT vlfvrimmirm,,nxr 1 24"O.C.(TYP.) @ 8 BOLT&WINGNUT .a kC0 n:etad vc fvti @ 24"O.C.(TYP.) 1/4-20 S.S.BOLT 20 GAGE STEEL &BOLT&WINGNU BENT PLATE \^ @ 24"O.C.(TYP. 1 OR 2"x 2"x 1/8" �J 20 GAGE STEEL 6063-T6 ALUM. 1"OVERLAP ANGLE 1"OVERLAP BENT PLATE 1 OR 2"x 2"x 1/8' S 04/28!1 6063-T6 ALUM. 4„ BENT PLATE 4.. le:•-AS NOTED. TNC MAX. Drawn b -ARV+ x MAX. a fDate:04/10/2015CORNER CLOSURE DETAIL CORNER CLOSURE DETAIL CORNER CLOSURE DETAILeSCALE:1-1/2"=V-0'• SCALE:1-1/2"=V-0•' SCALE.1-1/2"-V-0'• �:-, a=',. , 150107 sheet5of8 C:\Documents and Settings\MCantu\My Documents\Google Drive\MIDI_Projects_Cad\O8_]WKnuevich\CAD2015\02_KC150107_T&gROsub\KCI50107-0S.dwg,4/15/2015 11:54:11 AM,Le lger,1:1.02326,www.MlDisparatemm 5"LONG HANDLE RIVETED TOPANEL c Cl CONNECTION TYPE JIN EFERENCE ANCHOR 1•_2:• o o Z urN SCHEDULE FOR MAX. _ Aa SPACING 1'• 7' 3/8"0 HOLE FOFW J � o (D-\ FASTENING PANW 3 u Ogg ANCHOR SCHEDULE PUNCH 1/2"x 1" IN ----- �'? , FASTENER MAXIMUM SPACING INCHES REQUIRED FORVARIOUS DESIGN LOADS AND SPANS ADJACENT PANERECEIVE n -c;i'r'� I I E (INCHES) THIS BOLT W/PPLACE PANEL OVER EACACENT d PANEL AND FASNGNUTS O,=e3 a MAX SPANS UPTO SPANS UP TO SPANS UP TO FROM THE INSIDE �EHBED. -c W CJ dm 3 e`e H. LOAD 5.-0. g•-0. 12'0•• \\\ 'ill � y ANCHOR TYPE (PSF) w a r� N SES (SEE NOTE') (SEE NOTE I) (Sff NOTE t) Og TYP. EXISTING HOLLOW a a y a NOTE1 CONNECTONTYPE CONNECTIONTYPE CONNECTIONTYPE CONCRETE BLOCK v� ou N N3_m w (SEENOTE3) (SHENOTE3) (SEENOTE3) w p^ x (MNL PANEL HEIGHT=7'-4°&MAX DESIGN LAAD :72.00 P.S.FJ i W Y de o 0.75"Edge Distance x a W 1/4-20 x 1"MACHy®IN FASTENING ANGLE ASSEMBLY 3 Cl QgCA CS CtQC3 C4 CS Cl QgC4C5 SCREW STUD WIT a8.0 76 16 16 11 9 16 H65 11 7 4 4 WASHEREDWINGSCALE:1-1/2"=1'-0"12"O.C.(CONNECT1s 16 13 8 7 16 8 5 3 3 TO ADJACENT PAm JDETAILS c.2� NOTE' Lu76.0 16 16 10 7 6 16 8 5 3 31/4"01AGSCREW OR THESE DETAILS DEPICT THEY w Q „°,HANGER BOLT g0.0 16 to 9 6 5 1s 8 5 3 3111 CONNECTION OF THE LAST PANEL c rn d yMIN 1.75'PENETRATION FOR AN OPENING WITH PANELSIN WOOD NlTiHG=0.55 120.0 16 70 6 4 3 1fi 8 5 3 3 LL MOUNTED oINSTALLED FROM INSIDE.USE s i 52 °la&-10.75"Edge Distance 2"x 1/8' x CONT. 2-1/2"x 1-1/4" OF THESE DETAILS SHALL BE IN a c? OW DDED ANGLE WIDE NOTCHES CONJUNCTION WITH AN"h"C1 c2c3 G1 C5 Ct Q C3 G1 CS C1 Q C'3 C4 CS E SECTION T) (TYP.BOTH SIDES) HEADER OR"U"HEADER TOP MOUNT. 48.0 16 16 11 9 7 16 9 6 5 4 15 7 4 3 3 1� = �C Q111NW1tR� 62.0 1s 13 8 7 5 15 7 a 4 3 71 s 3 3 OoyTIONAL INTERIOR FASTENING DETAIL(ISOMETRIC) o _ i y oc � 1/4"0 LAG SCREW OR 76.0 16 11 7 5 4 12 6 3 3 11 5 3 N.T.S. c c HANGER 80 -,50-0- Q z MIN 1.75"PENETRATION 90 0 16 9 5 5 4 11 5 3 i 11 5 3 IN WOOD WITH G=0.42 120.0 14 7 4 3 3 11 5 3 / 0.75"Edge Distance ANCHOR SCHEDULE W ANCHOR NOTES: ?c M ` l Cl Q C3 G7 CS Ct Q Q G CS C7 Q Q UCS FASTENER MAXIMUM SPACING(INCHES)R®UIRED FOR VAWOUS DESIGN LOADS AND SPANS W r SEE SHEET BFOR ANCHOR NOTES. 48.0 16 B 5 / 9 4l7 3 = MAX 62.0 13 6 4 7 3 5 LOAD SP5 11PTOSPANSUPTOSPANSUPTO760 10 5 3 / 6 5 In ANCHORTYPE (pSH '0"7/16"0 BRASS WOOD / / // F SES (STED (SEENOTEI) (SffNOTEDBUSHINGWl7/8' 90.0 9 4 5 5 y W NOTE1 CONNECTgNTYPE CONNECTIONTYPE CONNECTIONTYPEIN WOOD ITN G=0.55 x120.0 6 3 /j 5 5 W (BEENOTE3) (BEE NOTE 3) (Sff NOTE 3) v O 0.75"Edge Distance 2"Edge Distance w w " II............. � "'N' Cl C2C3 CA C5 C7 C2C3 C4 CS Cl C2C3C4 C5 Cl Q C3CA C5 Cl Q C3 GI CS Cl C2 C3 Gi C5 48.0 16 16 16 76 16 16 16 11 13 10 16 13 8 10 748.0 16 i6 11116111116 10 6 9 6 15 7 4 6 4 y ::.... srw<Y�9 c 62.0 16 16 15 16 14 16 13 8 10 7 16 10 6 7 5 62.0 i6 14 9 12 9 16 7 5 7 5 12 5 3 5 3 X125TAINlE555TEEL 76.0 i6 11 7 10 7 13 6 4 5 4 11 5 3 5 3 .� 1/4" ELCO PANELMATE PRO OR 76.0 16 1612011 7 8 6 16 9 6 7 5 SMS W/2"EYEWALL FEMALE ID W/STALGARD FINISH 90.0 16 16 10 9 6 7 5 16 9 6 7 5 ARMOR INSERT II 2" 90.0 76 9 fi 8 6 11 5 3 5 3 11 5 3 5 3 OR STAINLESS STEELW/1-7/6"EMBED SCREW EMBED K IN WOOD WITH G=0.55 120.0 16 12 8 9 6 7 5 16 9 6 7 5 GROUND BLOCK 120.0 15 7 4 fi 4 it 5 3 5 3 11 5 3 5 3 0.75"Edge Distance = w 4"Edge Distance �atumtmmuunte W O Cl C2 C3 C4 C5 Cl Q Q CA C5 Cl C2C3 CA GS ('fw Cl 1 CS C1 Q C3 CA CS Cl Q C3 CA C5 y 48.0 2 9 1 711 7 7 5 16 8 5 5 4 f f 48.0 16 16 16 16 16 16 16 13 1fi 16 16 15 9 16 12 O ` '"'"`0a1�" 62.0 76 16 16 16 16 16 15 10 i6 12 16 11 7 15 9 620 7 16 8 5 5 14113 6 4 4 3 76.0 16 16 14 1fi 16 16 12 B 16 10 16 11 7 14 9 qlb WOOD SCREW OR 76.0 fi 14 7 4 4 3 13 6 4 3 3 Z 5/16"01TW TAPCON XL 90.0 16 16 72 16 15 16 11 7 14 9 16 11 7 id 9 •�" F JWrNne:evich #14-lOEMS g0.0 5 13 6 4 3 3 13 6 4 3 3 O W/2.25"Eh1BED IN X01.1' R1<' Pr/erilPaal E'ngUxxc W/1.S EMBED IN C GROUTEDBLOCK 120.0 16 14 9 I6 11 16 11 7 14 9 16 11 7 14 9 kCOcens6Nd.P[af9 WOOD WITH G=0.55 120.0 3 13 6 4 3 3 13 6 4 3 3 C7 tiReE'Ai° " w 2.5"Edge Distance ,:•'.� " 0.75"Edge Distance c7 Q a Gt c5 Cl Q a a Cl Q C3 Ca cs w : S CS C1 Q Q CA CS C1 Q q G CS 48D 16 13 9 16 13 tfi 7 5 13 7 12 5 3 10 5 480 16 it 7 9 6 13 6 4 5 3 10 4 3 3 -'"°""""'"''"""°' 62.0 16 10 6 16 10 12 6 3 10 5 9 4 7 4 � - T11* 62.0 16 8 5 7 5 10 4 3 4 3 7 3 3 ADrawn"�4�28��760 16 B 5 15 8 10 4 3 B 4 9 4 / 7le ,45 NOTED#14W00D5CREWOR 76.0 15 7 4 6 4 8 4 3j7 3 �/' % 5/16"O ITW TAPCON XL 90.0 15 7 4 12 7 9 4 7 4 9 4 7 4 Oowdb: •ARV#14-10 SMS 90.0 12 6 3 5 3 7 3 7 3 W/2.25°EPIBED IN (/f(°_W/1.S'EMBED IN GROUTED BLOCK 120,0 11 5 3 9 5 9 4 7 4 9 4 7 4 \\( l` e 114110/2015 M WOOD, 120.0 9 4 3 7 3 7 3 c=•i° ,(� '..��. °; irmi 7,' HURRICANE PROTECTION C:\Documents and Settings\MCantuft Documents\Google Drive\MIDI_Projects_Cad\OB_JWKne evich\CAD2015\02_KC150107 T&C1RO-sub\KC150107-06.dwg,4/21/2015 5:11:24 PM,Ledger,1:1.02339,www.MlDlsparatemm 6 3 a CONCRETE EXIST.STRUC. e it �ti� ���zcc3 �Fa4o _ N�e � ��Pc n y3tia � X20 �6 O ON m o A p 73 - A - - - R - - - p Ip n.. ` m II o Q a II Q o fl b 6 b is ; n n n ; in n R E A R a m Q R Ip Ip a n I� fl m \N fl Q m fl Q o b o b O zi g m 8 y� 8 n 8 � 8 a G Q G G fl �Cn 0 Am s R m o mmQs� NmflAs mmmp^ps - mIIpAa - 'mw° pnRaQ Fw >so tgH9 p \ Q >Cm 1. G L R Q 8 Q Q a r,p in 6 w p IipEm p� p lPm Re pl Q o 0 0 0 g 8 88 i5 8 8 o R Q Q Q Q a p $ b Q II Q II fl b o b AM 8 8 88 - - o a 3 _ CONCRETE EX T.STRUC. 8mtia owp� 8 Moo F F m o f g W ZCil n n n A ma op mp ma = — ey m aa Q Q Q II ig c m w ' Ino o cl n 8 T p�m pQ�m m m fppm - Q .o\ 01 VRII o`" Q o > p o m n (] e b o b 9 10 w 5 Z za N m spmZ c7 21 s IS a R mQ p mp moR m IA a y ^ Q \� 13 THE SEAL APPEARING ON THIS DDUCMENT WAS AUTHORIZED BY JOHN W.KNEZEVICH,PE 41HEI GN 4-21I5.THIS GOES N CONSTITUTE AN ELECTRONIC SIGNAURE;URIGINAL,SIGNED G SEALED HARD COPIES TO THE APPROPRIATE AGENCY WILL FOLLOW. Revisions 'K N E Z E V i C H .050&.0615 ALUMINUM STORM PANEL CONS49t." ING " N Tow urztry KNEZEVICH CONSULTING,LLC �,Oj o'O ``'RA I,ti' a N Wrdm3Sur.8umvm 9Wtleq RON.cIi 16005.Federal Hwy.,Suite 961'Pompano Beach,FL 33062 .m �_ ➢ ^o— T 959.772.6220 F S4.3 06451'COA 27988 A Dnma,o''BC SwrLr.Ir¢' FokLL 30 website:www.kne[evirh.com ate, aRwj, L{H)�'[]I il(I IaB h5>.n r L:ImfFoaiE. 5ip ?/0.P'Iaa e97C-?788 Copyright®2015 Knecevich Consulting,LLC t3-3i 0 0 Z Jr a. ]xT,z >�zg•eo ,,,J o^ ANCHOR SCHEDULE c j Z: FA9TBJEANA%IMUN 6PACING(INCHE$)R®IPI✓Ea WAVAWOUb DESIGN LOA0.S AND SPANS ANCHOR SCHEDULE N DFASTBB]NA%IM NA SPACING(INC116)RED1➢fa®-A-DIMIGN LDA05 AND SPANS �_S tld 0.-1 NA% 5 Nb ILIO SMNb 1PT0 SPANS U'ro SMAS WIO SFANSLPro SPANS UP IO [DG Lu uau N LOAD M 6 - ""Lara bMNSlero SPAISLPTO �T'd VH• H ANCIDRIYPE IPSO S-0' 4-0' IT-0' 5-0' 44 IY-0' N LDAO (gEENOTEt) (smNOTEII ISEEIDTe1) (9EEN)TE11 (SEENJTEI) IbEENOTEII ANCHORTYPE IPSFT 40' 40• ILA" D•Q Z 0 SEE H Sff (sff-1) (B-ID-1) (6 www) 2 S � W i y NOTE1 Covu6crox T'PE CoxuEcrou ttPE cOuuECrau nPE cOvuEcrou r31 cOxNEcnoN TYPE cexxEcrau nPE OxxECrox nP cOuxECrau nPE covxEcrou nPE F- 0 x c 6 [a W ISI3:NDTf]1 ISff NOTE 31 (SEE wTE]1 19HIDTE]1 19HIDTE]1 ISEENOTE]7 JZ NDIEt p W ISEElDTEJI Ibff NOTEJI ISff 2"Edge Distance 4"Edge O1s1anee {2/W Y io 2.5"EtlAe Olstanca D, uq LT- -+•W„�nnt BY L1 p p GCS ct.10 G f5 Ct Q tl G LS Ct Q p G CS Ct Q Q G LS Ct Q p G 6 r191y""'».:`«''�` 4Y Ct R Q u 6 Cl p p GCS Ct Q p G 6 Y 0 10 a td 6 5 T 6 `-� '"'�`F._:.=ry' it.; B6 10 fi 14 8 11 5 ' ] 114°OBUIlOEXTAPCON fixo s e 4 T +1 s 4 6 4 I/4'�,ElCO PANELMLATE sz.D s r s 11 s 9 a - SSORQIMASE4L r9D 5 /,]/ /a / 6 / s 4 / 5 / / 4 PRO OR ffMALE ID rsG IJ 'H 9 5 T 5 /fi / 's COATING W/1.0'EMBED B0.0 ,'/.6 / /. //. / / s // r /.// /J /4,�/ 4 YlTTH STALGARD M HOLLOW BIDIX FlNISH WI L25°EMBED 90.D 1+ s r 4 s%.%4/ s .% ° / m w J a „ „ IN HOLLOW BLOCK 12D.D s 4 6 / e d / w W n T"Ede Distance 2.5"Edge Di-, p p Y'Etlge Distance d N 4= n W Ct Q tl U tl C]Q p GCS GI Q p G C5 Ct Q W G LS Ct Q tl GCS CI Q tl UCS Y q-C- `,V-=a.�� tY Cl 14 6 12 ] r /6 1a 6 +6 9 ] N/// B 4-%% OED 1s 11 r fa 911216 ] e s .14 6I] d. 1D Ifi r 6 B /' 6 / 3 412 STAINLESS STEEL 62.0 i6 0 5 +1 ] 9 4 3 6 ] I 3 d r/// Q LZ�'-1 Q lrp �a 1/a°0 Elco uLTRAcoN ]60 B /r / // / // 0 4 / 6 / O SMS W1 r EYEWALL ]ESD to 3 ] J y¢y r z Y A 40 ELCO EMe eD.o ] 6 ] it b 6 ARMOR INSERT WI gp0 t2 s ] ] 4 r D ] 3 IN HOLLOW BLED / / 0 1.25'SCREW EMBED 6 / / 6 i IN HOLLOW BLOCK tm.e 9 a /5 1 ] ],%4 /r ] /a Z 52 Y 1.25•EdgD Distance 3"Edge Distance 3"EdSD U * w Ct Q p G CS Lt Q tl G LS C+Q tl G C5 Ct Q C]G MIN.1.1.6 CI Q tl G. Y.�,__yg•,�� �?!aL Iv C1 p.G p L1 Q tl G r5 L1 Q O G O �..J a80 16 15 9 fi 9 4 5 3 fi J 3 tfi 15 9 Ifi I3 16 0 5 12 ] 1J 6 a 9 5 4B 0 11 5 15 I fi 0 4 6 1/4°DALLFOINTS 6x0 1x 6 3 ] 6 ] 3/a 5 3 i6 11 r 16 1D 1I 6 4 9 5 10 4 3 d l/4°rPOWERS TAPPER 62.0 E 4 it 1 ////4/ z Q _ 3 PERFBI-SEAL COATED v V'J a O SOLID-SET ANCNOR6 ]0.0 f0 5 ] 1,1!M3 / 5 /1B 9 6 14 0 11 5 3 ] 4 9 4 3 ] 4 DR r6.0 J 4 �, ll4205TAINIE555IEEl B00 4 ] 5 5 Ifi 0 5 It ] B d J ] d 9 J ] ] d 41055 W1 115 gp,e B 0 a /" 4 / / 4 OLT O �a o BOLTvx/: EMBED ` W HOLLOW 61DIX B ] s IN HOLLOW BLOCK f T a +20.0 s /] /• s / +z s 3 E s 9 4 3 r 4 9 4 3 ] 4 1xo.D 1"EGDe Dlstance 2.5 Edge Dletance m Ct Q m G p Ct Q tl G L5 N1.1.1.6 ct Q p GLS Ct Q tl G 6 CI Q p GCS tQ -!12N1- 00 16 E 5 11 B 9 4 4 ] IES B 5 Ifi It 10 a 12 6 T 9 4 V 6 Z 1/4 ANCHOR 6z9 13 e J s e r j s 14 fi J 16 e r e 4 s fi j 4 CONOfEIE SCR BY ]Go 10 5 ] 5 5 /,/ 5 / tl 5 u ] fi T 4 5 6 / _ MILLENNIUM FASTENERS F- W111S DIKED 900 B J fi 4 5 / S /914 11 6 5 6 5 6 ANCHOR NOTES: IN HOLLOW BLOCK tz6E 6 /4rA 5 / j 5M] B1 415 / s 5 / s/ �] 1.z5-EdgE Dlstanae 15•Eaae Dl6lance 1. SPANS AND LOAD55HOWN HERE ARE FOR DETERMINING ANCHOR SPACING ONLY.ALLOWABLE SHUTTER SPANS FOR SPECIFIC c W LOADS MUST BE LIMITED TO THOSE SHOWN IN TABLE l ON SHEET 2. c1 Q tl G p c1 Q tl G p c1 Q p G p c+Q p G 6 Ll Q p G a cl Q Q G p 2. AN EFFECTIVE WIND AREA OF 10SO.FT.SHALLBE USED FOR DETERMININGWIND LOADSFOR ANCHORS. .B s !AAI�MVlC.:> afie112113.1Iz m s +s to s s 5 Is r s 4 a +6 1s+x+s 1s 1s 1n s 11 9 +s ] s e s 3. ENTER ANCHOR SCHEDULE BASED ON THE EXISTING STRUCTURE MATERIAL,ANCHOR TYPE,AND EDGE DISTANCE.SELECTDESIGN sxD 9 0 ] 16 B 5 d a 12 s ] ] a 16 to 9 IES 12 16 e s B fi u s J s s LOAD GREATER THAN OR EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER THAN OR EQUAL TO SHUTTERSPAN. a I/4"0 fIW 7AMAN SG rs.o 1s n ] s s +] s a ] 3 u s 3 3 3116111171131101131 c 14 r s11215.1316154. SEE MID UNTING SECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. c W/1.15"EMBED 9o0 16 9 6 5 5 12 5 3 3 3 1z s 3 3 3 1'1+7+ 9 s u 6 13 s J 6 s 1x 5 3 6 5 5. EXISTING STRUCTURE MAYBE CONCRETE,ASTM C-90 HOLLOW CONCRETE BLOCK,GROUTED MASONRY,OR WOOD FRAMING. C IN HOLLOW BLOCK REFERENCE ANCHOR SCHEDULE FOR PROPER ANCHOR TYPE BASED ON TYPE OF EXISTING STRUCTURE. Izo.o 1s r a 4 3 1z s ] 3 3 n s J 3 3 Is r a e 6 Iz s D s s rz s ] 6 s 6. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERTRECOMMENDATIONS. d 7. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES WALL FINISH OR STUCCO. d. B. WH ERE 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 IS WOOD FRAMING,WOOD FRAMING CONDITIONS VARY.FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD FRAMING MEMBERS,NOT PLYWOOD.FASTENING TO PLYWOOD 15 ACCEPTABLE ONLY FOR SIDECLOSURE PIECES. 10.WHERE LAG SCREWS AND WOOD SCREWS FASTEN TO NARROW FACE OF STUD FRAMING,FASTENER SHALL BE LOCATED IN CENTER OF NOMI NAL 2°X4"(MIN.WOODSTUD.3/4°EDGE DISTANCE 15 ACCEPTABLE FOR WOOD FRAMING.WOODSTUD SHALL HAVE A MIN DENSITY AS NOED IN ANCHOR SCHEDULE.SCREWS SHALL HAVE PHILLIPS PAN HEAD OR HEX HEAD. 11.MACHINE SCREWS SHALL HAVE MINIMUM OF I/Y'ENGAGEMENT OF THREADS IN BASE ANCHOR AND MAY HAVE EITHER A PAN -49 HEAD,TRUSS HEAD,OR WAFER HEAD(SIDEWALK BOLTI,U.O.N. 12.®DESIGNATES ANCHOR CON THAT ARE NOT QACCEPTABLE U5 ES. 13. DESIGNATES ANCHORS THAT ARE REMOVABLE BY REMOVING MACHINE SCREW,NUT OR WASHERED WINGNUT. AJ 4ga 3xLW.'KT10#QVltfl 14.ALLCONCRETE ANCHORS SHALL BE INSTALLED IN UNCAACKED CONCRETE ONLY WITH AMINIMUM CONCRETE STRENGTH AS iN L^"�Jfttslea4l Fags�cr NOTED UNANCHOR SCHEDULE i4 %y„"'°fOcensuNd:PcaC9W 15.WHEN ANCHORING TO CONCRETE BLOCK,SDS AND IMPACT DRILLS SHALL NOT BE USED TO DRILL INTO BLOCK OR TO INSTALL " CONCRETESCREWS +4 N"�• '' .6.=' aP PO4/28/1 le t'°AS NOTED Drawn b. 'ARV 8F Oaw10 HURRICANE PROTECTION r :�� ^.F''sfiee[8pf6 C:\Documents and Settings\MCantuft Documents\Google Drive\MIDI_Projects_Cad\08JWKne2evich\CAD2015\02_KC150107 T&C\RG-b\KC150107-08.dwg,4/21/2015 4:34:41 PM,Ledges,1:1.02339,vrvJw.MIDisparate.mm