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HomeMy WebLinkAboutProduct Approval e k q"�`�✓'�y.`.�•kafa ,5—tl�c �" ��I�ypgr�`�aPr p5�"'dE tly� y `� *. � e J �y g�1`�!"q 3` 120 c,„^�-Lm'i BCIS Home ; Log In User Registration Hot Topics Submit Surcharge Stats&Facts i Publications FBC Staff 3 SCIS Site Map j Links Search - r 7 .3r9 0Product Approval USER:Public User Product Approval Menu>Product or Application Search>Application List>Application Detail t FL# 1111 98 R3 Application Type Revision_ Code Version 2034 Application Status Approved Comments Archived Product Manufacturer MOMandC-oun lnduetri -,_' Address/Phone/Email 00 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 hutterS Subcategory Storm P nel 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 John W. Knezevich the 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.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 �- 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 Produ cts FL# Model, Number or Name Description 11398. IO50 0615�STORMLOC$tPANEL 2"X 12"ALUMINUM STORM PANEL Limits of Use 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 Evaluation Reports Other:See Span Schedule Sheet 2 of installation drawings. FL11398 R3 AE KC Evaluation Report 150107 pdf Created by Independent Third Party: Yes Back Next 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 Card Safe LIMIT ONE HALF PANEL PER OPENING 7 021, .060'3.00"MAX., Z.250" 1.051,MIN. r�lI U=1 .- -e, TIP .l N T. -096"T P .094"T P. �NITE EE NOTE Lu �z 6 L '375* 250' 094" '2" L No.12 ,0 !EE AGE No.12 0 0 Cl 6.0001*COVER0.06 r. Lol R DO-CDVERAGE j I i 375- A --- uj =#, 5.332- 2.030" 2.00 *1 2.020- 8, 14.375 Jr (�) U.HEADE lRult%OuT.-u,'zHEA z zo 5. R I t-4 MTOVRMO�P5%�NEM- *HfflU,�STQ �,Pft 3' 011 WSC4L SCALE:3" T-0- SCALE Z, W Gj I/L-20 MACHINE 6 x9m I/4-20 MACHINE CREW 912" 1/4-20 MACHINE 1.525" 3 385"MAX. .177" O,CASTUD SCREW(112-OCASTUD SCREW O.C.ISTUD LDIRECTUN MAY W DIRECTON MAY . REV DIRECT ON MAY .826. .886" BE REVERSED)]. BE REVERSED): BE REVERSED) 375-R 5 4- 09T.TIP 9 T�2 55 LLI (TV-9 .1 YP. `ijr465--, En a z l---� J rj15-TYP- 0901* 090*1 .091'.TIP. El Ci r�iv < LLO-.1 .060*1 .313" �09011 '090" YM 3771, ER m Z.DO-MIN.. 6- MAX .091" a 31S-R -T-Vjg�p (4�STUD ANGLE .?DO' _20 3r fsTu STUD ANGLE Sim SCALE 3"•V-0- I -0 M& @SCALE 3- T-0" 0­F�l FA 0 GENERAL NOTES: §()Vil.�T;�Ck 5 C-TRACK(FINISH) C-TRACK R- - - IL [L 0 ON SCALE:3" 1'.0- SCALE:HALF SIZE 'A*07 5FRAILLE HALF SIZE 1. THESE EVALUATION DOCUMENTS REPRESENT ASHUTTER SYSTEM ANALYZED ANDTIESTED III ACCORDANCEWITH THE STH ANGLE SCALE HALF SIZE EDITION 014�FLORIDAB ILDING CODE FOR USE WITHIN AND OUTSIDE OF THE HIGH VELOCITY HURRICANE ZONE IHVHZI. 6 q? JARGEMISS11EIMPALtRESiSTANT. U 1 c 2. PRODUCffla CHMANCETESTING WAS CONDUCTED IN ACCORDANCE WITH TAS 201,TAS 202,&TAS 203 AND THE SYSTEM IS 376- .376 E-- ,x 3. DETERMINE THE POSITIVE AND NEGATIVE DESIGN LOADS TO USE WHEN REFERENCING THESE DOCUMENTS IN ACCORDANCE Ago"f f 563-0 WITH ASCE 740ALLOWARIE STRESS DESIGN.CALCULATEDWIND LOADSSHAU.BE MULTIPUED BYTHE LOAD FACTOR 46 BEFORE t:"l REFERENCING THESE DOCUMENTS. .44.0" OR WIND LOAD CALCULATION IN ACCORDANCE WITH ASCE 7-10,A DIRECTIONALITY FACTOR OF KD-0.85 MAY BE USED. 3"452-6 B, IS-, 'T S. NO ALLOWABLE STRESS NCRFASE 15 UTILIZED IN THE DESIGN OF THIS SYSTEM:HOWEVER,AWIND LOAD DURATION FAL OROF CO=1.33 IS USED FOR SCREWS DESIGNED PER NOS. 6. THESE EVALUATION DOCUMENTS ARE GENERIC AND DO NOT INCLUDE IN FORMATION PREPARED FOR APPLICATION OF THIS (TYP1 4. 1 Eli- 13" 465"1,655- SYSTEM TOASPEEIFIUTE. 7. THESE EVALUATION DOCUMENTS ARE THE INSTALLATION INSTRUCTIONS PORTION Of A PRODUCT EVALUATION AND SHALL ONLY III IA GA STEEL OR LO BE USED WITH THE CORRESPONDING PRODUCT EVALUATION REPORT.USE OF THESE APPROVAL DOCUMENTS SHALL COMPLY OR 0 050- 8. WITH CHAPTER 6IGI5-2iClF THE HDRIDNADMINBIRATIVE CODE. CONTRACTOR PROVIDED THE CONTRACTOR DOES NOT 2.DO- -70 ,A-,j L16613-11 ALUFB THESE EVALUATION DOCUMENTS ARE SUITABLE TO BE APPLIED BYTHE CONTRA PTIONAL DEVIATE FROM THE CONDITIONS DETAILED HEREIN AND THE CONTRACTOR VERIFIES THAT THE EXISTING STRUCTURE DOES NOT (ZAIMAC 3 ALLOY) KEYHOLE DEVIATE IN EITHER FORM OR MATERIAL FROM THE STRUCTURALSUBSTRATES DETAILED HEREIN. ' LEG DIRECTION ER ANY MODIFICATIONS OR ADDITIONS TO THESE EVALUATION DOCUMENTS WILLVOID THE EVALUATION DOCUMENTS. - -, @ WASH 9. SITEHAtF *@jWg�F �NG .-_�A 10, WHEN SITE CONDITIONS DEVIATE FROM THE EVALUATION DOCUMENTS,THE BUILDING OFFICIAL MAY REQUIRE THAT SI &I, SIZESCALE HALF SIZE SPECIFIC DOCUMENTSJUSITYING THE DEVIATION BE PREPARED,SIGNED.OATED AND SEALED BYAUCENSED ENGINEER ORSIZE I: AL REGISTERED ARCHITECT, 11. EACH PANELOF THE ASSEMBLY SHALL BE PERMANENTLY LABELED AT ASPAONG NO GREATER THAN 36"ONTHE EXTERIOR FACE WIDTH UNLIMITED %%UHTHIFOLLOI'IINGMINI.MUMINFOR?AATION: (PERPENDICULAR TO TOWN&COUNTRY IND. PANEL SPAN) 2 FORT LAUDER0ALEFL TOP MOUNT 0 TAS 201,202,&203 TYPICAL SECTIONS 10� 9 LB LARGE MISSILE FBCAPPROVAL NUMBER 3154+ 12.ALUMINUM STORM PANELS 54ALL BE 3004-H34 OR 5052-1134 ALUMINUM ALLOY WITH MINIMUM THICKNESS AS SPECIFIED IN THE SLOE 13. APPLICABLE SPAN TABLES. ALLEXTRUSIOtISHOWNS4ALIDE6063-76ALUI NUM ATLILOGWY UDAI W too- MOUNTI Z. 14.ALL BOLTS,STUDS,AND WASHERS,EXCLUDING'N'ITAL[A FASTENERS,SHALL BE STAINLESS STEEL WITH A MINIMUM TENSILE PLAN XCz Z !TRENGTH OF 60 KSI,U.O.N. PLAN 650-0 VIEW or 15.TOP AND BOTTOM DETAILSMAY BE INTERCHANGED AS FIELD CONDITIONS REQUIRE,PANELS MAYBE MOUNTED HORIZONTALLY VIEW I L I k13'13(' IV .J'9' . 1 I�Y=Fl WHERE APPLICABLE.H&U HEADERS MAY NOT BE USED FOR HORIZONTAL MOUNTING CONDITIONS. HOLE SLOT' 16.TRACKS MAY BE REMOVABLE PROVIDED REMOVABLE ANCHORSARE USED. 17. 1:PANUOVtRIAPS OPENING BY 1.5 TIMESTHE GAP BETWEEN THE WAUAND PANEL NO SIDE CLOSURESARE REQUIRED. Lrna. -PAN IT), ESTM L TERINTRUSION 'iVR--TEIA-101 PEGVIDE 5EALANTAROUND PERIMETEROF COMPONENTS IN CONTACT VAIN STRUCr RETOPREVENTWA A SCHEDULErT -.,FlND COMPONENTS. z E TYPICAL HORIZONTAL ELEVATION SCALE:1/4"-1' 0" �]4f 04/2811, 12„11,11 lillililluE. W -�1CGY HOLE SLOT 7, le:IiAS NOTED, ' -ARW I YPI BOTTOM Dam.0411 2015 TF Drawn b TYPICAL VERTICAL ELEVATION SCALE:I/L'".I*-0" HURRICANE PROTECTION 1501071, "'sheet I of 8 C.,\Docu.erits and Settings\MCantu\My DocurneatslGoogle Dr[ve\MIDUProjecLS_Cad\OSJWKnezevlch\CAD2015\02_1<CI50107 T&CXRG-sub\KCISOID7Al.dwg,4124/2015 12:01:40 AM,Ledger,1:1.02337,wmWMlDlsparatecorn .20, Lu 5 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 A POSITIVE MINIMUM SEPARATION POSITIVE MINIMUM SEPARATION W 12 POSITIVE OR , L max L max POSITIVE OR L max L ma. ASD SHUTTER FROM GLASS ASD SHUTTER FROM GLASS -.5 NEGATIVE FOR FOR NEGATIVE FOR FOR WINOLOAC SPAN INSTALLAT INIIALLATIDNI 41NOLOAC SPAN INSTALLATIONS INSTALLATIONS ,y c ,w, 15 30, >30* > WINDLOAD ASO ASO WINCLPAD ASO ASO IPSF) ABOVE G ABOVE GRADE ABOVE GRADE We 'ASO: POSITIVE NEGATIVE ASD POSITIVE NEGATIVE .1. -L- z 0 RACE ABOVE GRADE LPSF) (PSF)' W41NDLOAD WINDLOAD (PSF1 WINDLOAD WIND.LOAD 3" Z Ej 3" 2" 10&1, 3" ILL" 144" 27 30 104" .5 144 IG4- 27.5 lig.. 51' 3-1/4" ILL" 4-1/8', 3-1/8" 25� 14 V* 144" 30 143" 14 4. — 7 2- 3" 1-1/2" 72 3" 30 135" 14 G 35 144" — — 1 138 40 104" 3' 2-1/8 40 10410 31, 35 110" ILL" 40 133- 164" 126" 5" 133" 4-1/B" 3-1/4" 3" ou 40 126" 143- 45 129 12" 31, 7 1" Z 135- 50 126" 1391, so 1D4- lk. 2-3/8" so _20L" 3" 2-1/L" ,�j < 45 122" 1 (L 119" 5- 3-1/4' 126" L-1/8" 1 3-1/4' - 50 119" 128" 55 123- 132" 3" 4-W 55 116" 122" 60 120127" 172- 3- 1-5/8" 72- —- -- r.-- , I 3 60 IOL- 3! 2-5/8-- 60 1OL" Y- 60 111- 117" 65 118- 122- 3" 120" 4-1/8" 3-114U) 65 107" 112" 70 116-- 117- 72"70 1-5/8" 7Z.- M 70 103" 108" 75 113- 113- 1D3- 3" 70 3" 15 96 1041, 00 109' 109.. 80 721, 3 1-5/ 116' L-1/8" 3-1/4., -J so 90" 99. as 106" 106- 90- 3" 72" 3" U < 3' 2" so 104" 3 2-3/4" ic-- - 0;; vi 102-- 6 3- c2 o 90 102" 109" 3-1/8" 85 84.. 9 3- 90 2 90 80' Be" 95 96" 96" 1-1/2" 60" Q 60 3 90 .6 e. 72- t,n 95 75-- 83" 100 91- 91** 100 102" 3" 2-`1/8" ER QD 12.. 79- 110 83- 83" 48" 3*1 1-3/6" __�O 1-112" 11 100 110 65" 120 76** 76*1 65" 3 1 1-1. 120 6G- 66" 130 N A 70" 12 1 1-3/8"_ 0 e 0 79 10 9 R7 9 "D 13D N A 61" 140 N A 118" y 3" 140 NA 56- ISO NA 76** TABLE I&2 NOTES 1. SEE SECTIONS FOR SHUTTER SPAN DEFINITION. 2.FOR TABLE 1.DETERMINE BOTH THE POSITIVE AND NEGATIVE ASO 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 It PROJECT POSITIVE LOAD AND SPAN 0 PROJECT SPAN To DETERMINE MINIMUM SHUTTER SEPARATION FROM GLASS. "`1.'I *nezeVich , 7— fe:-,AS NOTED, Drawn bv: •ARV; % D D/2015 Date 04/ HURRICANE PROTECTION ✓/'' S,',he,12.f8 ant;SetL;r,g3\NlCa ntu\My Documents\Google Drlve\MIDI_projeds_CadkOS_)WKnezevIch\CA02015\02_KC150107-T&C\RO-sub\KC150107-02.dwg,4/15/2015 11:%03 AM,Ledger,1:1.02339,—MIDIspamtecom 1 EXIST INj CpNC RETE, EXISTING CONCRETE, �. I431.1-OW CC:J[RETE BLOCK OR HOLLOW CONCRETE BLOCK OR EXISTING CONCRETE. OPTIONAL LEG DIRECTION t 3 WOW T�RAr11NG WOOD FRAMING T a HOLLOW CONCRETE BLOCK OR C3 CONNECTION TYPE Ii R-'-1.ONNECTIOl�zIIP.E - �ONNEE-ION-1YPE`l�"` WOOD FRAMING C1 CONNECTION TYPE ti 5 REFERENCE ANCHORREFERENCE ANCHOR (TYP.TOP AND BOTTON) REFERENCE ANCHOR o o Wit^ MB. SCHEDULE FOR MAX. MB. SCHEDULE FOR MAX SCHEDULE FOR MAX. [�--'' w� .�va _ SPACING SPACING 3 o '. — 1/4MAX. - — — SPACING /2E v /'l / �7/4"MAX. " 0. w F- "r N� g6 W r,„ Z`ou o a W N �='k o N -: 5 1/L"MA�. e.A F- w o 3a Me.. _ a W . Z EXISTING 10 w �3 w w Eis_o W GLAZING 1 2: EXISTING 1 ¢ D D\ �c ZQ SEr-111N. ¢ GLAZING 51 ORRi AANEL 0. SEE MIN. 1 a s A - n L 1­ -STPA''1 TION y,0 STORM PANEL w c ¢ v . wiry 3 v FR:jN, o SEPARATION N EXISTING 0. o� Z do T ABLE? - w i FROM GLASS IJ TABLE 2 Z GLAZING SEE MIN. p Y w YLL� 1 e Q STORM PANEL "Z a SEPARATION iA 3 r�J J a N FROM GLASS w TABLE 2 "z o'x WAEL 011NTSECTION QP"TIONAL TOP±MOUNTNN a m w w ', GSLE"3 r—o ©BUILD-OUT MOUNT SECTION m c y Q ` SL ALE 3 =1'-0" a - SCALE:3"=1'-0" a FR EXISTING s S:;F,MIN GLAZING— S u STORM PANEL SEPARATION J" EXISTING "' SEE MIN. Ww a1 [j FROM GLASS w w GLAZING a STORM PANEL Q mJ 3 i O=S °, TA3LE 2 Q m = SEPARATION a F co 1 a Q FROM G1A55 TABLE 2 L , v J lW7N La MAY BE W W - EVERSED u y _ W w 2 V - 9 0r- 4La Lb y ww M6. 7 wo\ "z z op L^SII. i Ga , MB." aEd ON _Cl CNECSIiiYPEi;: Ci CONNECTION TYPE a l�ryl 1/L."MAX M8. ut REFER E'N fE ONANCHOR REFERENCE ANCHOR 5 C1 CONNECTION TYPE 1/4"MAX. SCHEDULE FOR MAX. SCHEDULE FOR MAX. _ —� REFERENCE ANCHOR SPACING SPACING 1/4-20 MACHINE BOLT WI�I SCHEDULE FOR MAX. EXISTING CONCRETE. LOCK NUT @ 12'-O.C. OPTIONAL ITYP.TOP 8 BOTTOM) SPACING HOLLOW CONCRETE BLOCK OR Ci CONNECTION TYPE----/ LEG DIRECTION WOOD FRAMING SEE DETAIL E) REFERENCE ANCHOR OWALL MOUNT SECTION DSCHEDULE FOR MAX. SCALE:3" r_o•• BUIL�D90�1T'SECTION+. SPACING H O J,rr O BUILD-OUT MOUNT SECTION CALE�3 '1'�0 SCALE:3"a 1'-0" m EXISTING EXISTING CONCRETE. •� GLAZIPIG— SEE MIN. HOLLOW CONCRETE m STORM PANEL BLOCK OR WOOD EXISTING SEPARATION FRAMING G _ ' o-YCI:1:'.F'.'a.0 OF FROM GLASS LAZING---- TABLE2 EDGE /-CSCONNECTION TYPE Zw r� �R7Ac •. DIST REFERENCE ANCHOR ,;2K. SCHEDULE FOR MAX. Q m NCHOR m O ED. a< ^ _ r I .�' P SPACING .I/ v4>•• )ASHER jD I.,/TJI WIN 1.14UT 1 z 1/4" SEE MIN. ¢ �C; fa� � I PASTEf[EFI• Q m MAX.. STORM PANEL o I 1"C f E- Yd a P D'*1� EXISTING OF a s I 1[ i l,' '" EING SEPARATION N o HURRICANE PROTECTION (1 E FROM GLASS O zl — w TABLE 2 w"' L 1 W KnezRvlch GLAZINGw ..I N ICA J r, 1L7.011.r OF j 3 u n4kL v f t IF erke. Ll7 'h(I eNd [e15L[ lAC1:1Ci w E "z \o I^\ •ut SEE MIN. ° w o ' z STORM PANEL 1 m O 1/L"MAX AAV�412 SEPARATIONFROM G1A55 TABLE 2 N REFER ENNNE[EOANC ANCHOR x m m 1" 1" C. le. .AS NOTED, "a W 'SCHEDULE FOR MAX. Drawn b: •ARV; I J a ,� SPACING Date:.04/10/2015 DIRECT MOUNT SECTION ^ FLOOR MOUNT SECTION r ,.a G O CEILING MOUNT SECTION (( SCALE 3" 1'-0" H SCALE:3"=1'-0" O SCALE:3•'=T_0• z°.,,,` •KC150107 _ wlun,e:is an[s_CIn3;111Car,?d,i;v Docurv_nts\GoogSe Drlve\MIDi_ProjecN_Cad\08_JWKnezevlch\CAD2015102_KC150102_T& R-s b\KC150107-03.dwg,4/15/2015 11:51:31 AM,Ledger,L•1,02336,vnMv.MlDlsparale.wm Cl CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX Z SPACING .1 co u 2"x 5"x I/B­CONT ALUM STUDDED ANGLE L cr (a)12"D.C. 9 W/1/4-2D STUDS E X �.E E ISTING CONCRETE. EXISTING 10 1 U2 GLAZING— 19 5 HOLLOW CONCRETE BLOCK OR 0 D - LU WOOD FRAMING ut w Z SEE MIN. u O.(TYP SEPAR I TOP AND BOTTON) 4 STORM PANEL EMB"�: "P' AT o E FROM GLAOSNS z D Tao ua,ag a TABLE 2 W Z ZOL _ EXISTING C4 CONNECTION TYPE > E'1/4"MAX. X GLAZING REFERENCE ANCHOR 'c N N. MIN.♦ SPACING SEE MIN. 0 T.. �l NlEcmnom E SCHEDULE FOR MAX z z REFERENCE ANCHOR STORM PANEL E SCH SEPARATIONp. Sp ACIEDNG ULE FOR MAX, FROM GLASS EXISTING CONCRETE EXISTING CONCRETE. TABLE 2 HOLLOW CONCRETE BLOCK OR HOLLOW CONCRETE BLOCK OR V TRACK MOUNT SECTION WOOD FRAMING__ WOOD FRAMING 'EVOOMMOUNTiSECrION Lu "SCALEt 3**.V-0" �AK;SeALIEIT­ T,- BUILD-OUT SECTION z b -4 SCALE:3" V-0" < ':::"' CL 2 zl* W- EXISTING z EXISTING CONCRETE, 2**.1.. 0.055-6063-T6 STORM PANEL k-, z M W HOLLOW CONCRETE BLOCK OR 5] ALUM.TUBE SEPARATION < GLAZING— oz 0 0, I,_ WOOD FRAMING b FROM GLASS SEE MIN. E B �3 CONNECTION TYPESTORM PANEL REFERENCE ANCHOR TABLE 2 TON SEPARA SCHEDULE FOR MAX. 0 FROM GLASS ES =3 SPACING4 TABLE 2 Z m EE I� 1W 'E 1/4"MAX. 108 4a LbC .0 !2 1rxxn c < ad �!;-c 'z —;V MAX. z -1/4-20 S,S BOLT NUT @)IT"D.C. J�4 la 0, \X N EXISTING 4 EM -DOUBLE Z­.5".I/B­ z CONT.ALUM.ANGLE GLAZING CONNECTIONTYPE EMB 'EFERENCE ANCHOR _C2 CONNECTION TYPE 9 0 S REFERENCE ANCHOR �"�Wl b SCHEDULE FOR MAX STZI�WPAKL 07 SCHEDULE FOR MAX. 1. SEPARATION b' d SPACING SPACING TABLE 2— FROM GLASS II„”2':2 2. OIDSS-6063-T6 ALUM,TUBE z 2'.L­ 2".5­1 —EXISTING CONCRETE, INSIDE MOUNT SECTION HOLLOW CONCRETE BLOCK WALL MOUNT SECTION WALL MOUNT SECTION SCALE:3**.1'-0*' OR WOOD FRAMING SCALE-3'* T'-0­ SCALE;3".V-0" WOOD ROOF TRUSS ONE 1/4­0x MIN S"LONG TWO 1/4"Ox MIN,4'LONG STAINLESS STEEL THREE 1/4"0.MIN,4" OR FRAMING MEMBER WOOD LAG SCREWS WOAD LAGS SCREWS 4-O.C.MAX WITH LONG WOOD LAG SCREWS (a 24. C.MAX.WITH EXISTING 2 0 P. STUDSO.L. H 1-3/4.� EXISTING 2-1/2'CEMBEDMENT W WOOD FRAMIN 1-3/L-MINI.EMBEOM NT (p)21.j'OMAX,WITH STUCCO I"x 4"x 1/8'*x CONT.ALUM, EMBEDMENT INTO WOOD FIN SH OR PLYWOOD �--- O. EO. INTO WOOD MEMBER MEMBER 1/2­ TUBE WOOD ROOF TRUSS SOFFIT TWO 1/4"Ox MIN 4"LONG 'R F o TYP FRAMING MEMBER TEK SCREW HALL BE PERPENDICULAR WOOD LAG SCREWS 4 4.Lb 8-D.C. EXISTING @ 24"0 C.MAX WITH 1/4-MAX. EMBED. TO THE PANEL FACE GLAZING 2-1/2"EMBEDMENT — INTO WOOD MEMBER EXISTING STUCCO FINISH OR PLYWOOD Z 11 SOFFIT MAX < I-.L-OR 1- 6- .062"CONT ALUM, 063 3 z 0 MAX� TUBE16 -T6)— TFK SCREW x ..Ol SEE MIN,STORM Lp 12 #14x 3/L." t� BETWEEN 2 x 5­x 1/8" Z kA i w 0 TEK SCREW PANEL SEP.FROM Ez TRUSSES X GLASS TAB �Cff ALUM cp 1z..O.C. E x ANGLE OR'­ i ;n BETWEEN 6�ry I,4 CONT. 0 EXISTING z ALUM FLAT TRUSSES 1.0 0412811,,' E EXISTING EE MIN.STORM, X 1 — << a' MS—NOTED, E PANEL SEP,FROM I El !,SEE MIN.STORM.PANEL S GLAZING-,,, GLASS TABLE 2 Drawn by; -ARV; S�'PAFAT;GN FROM GLA S Date: 0411012015 t7A,4LE 2!-- CEILING MOUNT SECTION BUILD-OUT SECTION 4 Or -BUILD-DOWN SECTION SCALE-3"=V-0" SCALE'3-.I'-V SCALE-3" V-0" KcM67' sheet 4 of 8 vc SsVm951mCiIr"uV4V DocumenLsIGoogle Drive\Mloi_projects�_CadkO8_.JWKnezevIch\CAD2015\02_KCISOICLT&C\RO-sub\KCISOIO7-04.dwg,411512015 11:51:48 AM,Ledger,I:IX233,www.MlDIsPamteccnI t3 = w o LLm LOCK SYSTEM IN PLACE GLASS ORI WITH A THUMB SCREW USE©OR6a WITH DOOR—/ OR TRUSS HEAD BOLT. 1/4-20 x 3/4" a z cu o SEE MIN. 1 a m - :,f�',5-,E 1 EW W TH MACHINE 675" W .� -4 c STORM PANEL a s ";'� x 125"SQUARE N C W 7a$b r SEPARATION =� ��'� SCREW HEAD FROM GLASS '`�"+ 9 TABLE ow 6`•6a 1/2"0D xl/4••ID x 3/16' _o• � O�e3c N ` f-1/4-20 x 3/4" V NYLON BUSHING m e W O IMACHINE SCREW Q OR 1/4-20 S S.NUT ITYP) WITH.675"x.675" Wim_ c x SQUARE vuN 1 (( .' w Na SCREW HEAD zo Ns'93c 4 1 x= w E Qa " Y5/16"OI.D.AND m 1/2 .D.x 3/16W v� - g Y o MINIMUM NYLON 3 ^ O ' \ 'r � �.. BUSHING OR 1/L-20 'y—Cl CONNECTION TYPE MIN•• NUT(GALVANIZED) MB. REFERENCE ANCHOR J SCHEDULE FOR MAX. ©C-TRACK BLOW UP W W EXISTING CONCRETE. SPACING $ o HOLLOW CONCRETE BLOCK OR SCALE:HALF SIZE .^, WOOD FRAMING C-TRACK ASSEMBLY c �� S� C-TRACK ASSEMBLY-INSIDE MOUNT NOTE:USE OF DETAIL SHALL BE IN CONJUNCTION WITH AN 53 (ISOMETRIC VIEW) FINAL SCALE:3"x V-0" 'h'HEADER OR'U-HEADER TOP MOUNT N.T.S. LOCATION OF STUD y y O xa� hO oc = Y45oS SHUTTER OVERLAP SHALL BE A MINIMUM A CE TIMES THE y§gin SIDE CLEARANCE BETWEEN FASTENER(d 12"O.C.FOR DESIGN LOADS y SO ao THE SHUTTER AND WALL LESS THAN OR EQUAL TO 110 P.S.F.&CO z .-• X1/4" B"O.C.FOR DESIGN LOADS GREATER c e J-MAX. F--\\ MAX. THAN 110 P.S.F TAB ANCHR SCHEDULE ER o l 1/4 ER MAX. ' 1 ;: MAX1/4"MAX. FOR ANY A E LE ANCHOR) S -.. ALUM.ANGLE 1 FASTENER @ 12"O.C.FOR "• "MAX BUILD-OUT CLOSURE PIECE DESIGN LOADS LESS THAN-C, R �: DISTANCE 1"x 2"x 0.125-MIN.TO EQUAL TO 110 P.S.F.& 8"O.C. I lFuu EXISTING CONCRETE. 2"x 5"x 0.125-MAX. FOR DESIGN LOADS GREATER 1 ALUM.ANGLE HOLLOW[DNC RE 7E BLOCK - -- CLOSURE PIECE OR WOOD FRAMING. EXISTING CONCRETE. W THAN 110 P.S.F.(SEE ANCHOR 1' x 2"x 0125"MIN,TO HOLLOW CONCRETE BLOCK / m SCHED.FOR ANY ACCEPTABLE / OR WOOD FRAMING.SEE W ANCHOR) 2"x 5"x 0125"MAX-- /-EXISTING CONCRETE, MIM HOLLOW CONCRETE BLOCK ANCHOR SCHED.BASED OR WOOD FRAMING.SEE ON TYPE OF STRUC. ANCHOR SCHED BASED ul T�WALL MOUNT CLOSURE DETAIL ON TYPE OF STRUCTURE BUILD© T3-OUT MOUNT CLOSURE DETAIL TRAP MOUNT CLOSURE DETAIL 4 SCALE:1-1/2"=T-0" T SCALE:1-1/2"=1'-p' ;a SCALE:1-7/2"=1' 0" � lY WINDOW HURRICANE PROTECTION 1/4-2D S.S.BOLT 1 EXISTING B BOLT .WINGNUT BAY WINDOW 1 (01 24'•O.C.(TYP.) 1/4-2D S.S BOLT st).W.'Kne2evich (o BOLT 8 WINGNUT 4�'I q' b I r I[g"rieer (d 24"O.C.ITYP.) 4�" -ta It 6N fe]Wil 1/4-20 S.S.BOLT '?' - 20 GAGE STEEL b BOLT&WINGNUT ° r BENT PLATE 4� (nl 24"O.C.ITYP. OR 2"x 2"x 1/B" 1 6063-T6 ALUM. 20 GAGE STEEL 7••OVERLAP ANGLE BENT PLATE 1 1"OVERLAP OR 2"x 2"x 1/8" 6063-T6 ALUM. 4•• BENT PLATE MAX. n": le:x'rAS NOTED. MAX. Drawn b: -ARV: ^• CORNER CLOSURE DETAIL CORNER CLOSURE DETAIL Date: 04'1p/2015 ' U! @ CORNER CLOSURE DETAIL SCALE:1-1/2" t'-0" U3 ✓ SCALE:1-t/2"=t•-p•• SCALE:1-1/2"=7•-0" KC150107 � % sheet5ol8 C:0o..ume;s anC:Sa.tings\MCantu\My Documents\Google Drive\MIDl_Projects_Cad\08_JWKneievlch\CAD2015\02_KC150107_T&C\RO-sub1KC150107-OS.dwg,4/15/2015 11:54:11 AM,Ledger,1:1.02326,vnvw.MlDlsparate.com 5•'LONG HANDLE +� o RIVETED 70 PANEL Ct CONNECTION TYPE REFERENCE ANCHOR °' u ,._2.. SCHEDULE FOR MAX -- �3t8"m HOLE FOFT,�3 +_^ vo SPACING i" ..i °P (D-\ FASTENING PANfIE> ` try � ANCHOR SCHEDULE PUNCH 1t2 x 1"HOLES IN - !ADJACENT PANELS 70 RECEIVE I EFAST84M MAXIMUM SPACING(INCHES)REOUiREDFORVA100U5 DESIGN LOADS AND SPANS THIS BOLT W/PM NUT,PLACE � cPANEL OVER EACH ADJACENTUL -_-PANEL AND FASTEN WINGNUTS •__•_____ o c 1r U)0�N#v MAX SPANS UP TO R4f:SUPTO SPANSU'TO FROM THE INSIDE---- ,E EtBCD o W m It LOAD 5'-0' 9'=0 12.0•• \\ _ #ry ANCHORTYPE (PSF) a a u�• u o f: SES (SEE NOTE 1) (SEE NOTE i) (SEE NOTE I) 9 TYP EXIST WG HOLLOW IS y O CONCRETE BLOCK M NN ® x NOTE CONNEOTgN TYPE CONNECTK)N TYPE CONNECTION TYPE - _ W`^ _ W (SEENOTE3) (SEENOTE31 (SEENOTE3) uQ a 0,75"'Ed Dlstanco (MAX.PANEL HEIGHT=T-4'&MAX.DESIGN tAAp .72.00 P.S.F.) Y W W 114-24 z i'"MACHINE INTERIOR FASTENING ANGLE ASSEMBLY 01 a cD Ca Cs e+ w; ca Cs�cs C'C3 C' Cs SCREW STUD WITH 1yg8;0 1 6 16[64 9 16 14 4�' 6 5 16 11 7 4 4 WASHERED WINGNUT(¢1 SCALE 7-1/2"=1'-0" 12"O.L.(CONNECTS 2.0 i6 i6 7 16 11 7 d 4 16 8 5 3 3 70 ADJACENT PANEL) ,� DET _LS /t-i &Ivcl NOTE: ij4'..0 LAG SCREW,4R 76A 16 16 6 16 9 6 4 3 16 8 5 3 3 j Z ^„¢ HANGER UT -. THESE DETAILS DEPICT THE Q PI!N 1.75 14 90.0 16 14 5 16 B 5 3 3 16 8 5 3 3 CONNECTION OF THE LAST PANEL Y:FO(JD WITI{G.P0.55 120.0 16 10 3 16 8 5 3 3 16 8 5 3 3 4 FOR AL OPENING WITH PANELSWALL MOUNTED INSTALLED FROM INSIDE USE z K i+f- z . 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 .s'� O _ V W STUDDED ANGLE WIDE NOTCHES CONJUNCTION WITH AN"h" rn rn F ^� - c1 a c3 C4 cs a a C3 CA C5 C1 G2 C3.C4 cs (SEE SECTION TI (TYP.BOTH SIDES) HEADER OR'"U"HEADER TOP MOUNT. x d8.0 16 16 11 9 T 16 9 6 5 411517 4 3 3 - _ �+ . 6'2 i6 13 8 7 5 15 7 4 4 a i l S 3 3 U o 1 E w (�^q�7 OPTIONAL INTERIOR FASTENING DETAIL(ISOMETRIC) < a f 1/4"HIL SCREW OR 76A i6 if 7 5 4 12 6 3 3 f1 5 3 `J N.T 5. HIN 1.5'VPEIMIRATION BOLT 90.0 16 9 6 5 4 11 S 3 /.s 71 5 J �//.; E-- IN uQT ~- INWOODWITHG=0.47 i20.0 14 7 4 3 3 ti 5 3 �� 11 S 3 f s mat? 0.75"Edge Distance ANCHOR SCHEDULE At10iOR140TES: =c >n W FASTENER MAXIMUM SPACING(INCHES)REWIRED FOR VARIOUS DESIGN LOADS AND SPANS o Cl C2,C3 C4 CS Cl C2 q/G/4 CS Cl C2 C3�C�A Ca' SEE SHEET 8 FOR ANCHOR NOTES. .k 46.0 16 B 5 %� 9 4 / % f 7 3 a%' Lj a w 62.0 13 6 4 �� 7 3 % 6 %i %/%. 0: LO D SPANS UPTO SPANS W TO SPANS UP TO Q 76.D to 5 3 %% s %%%% 5 %% !" y ANCHORTYPE IPS1 s-o s'-o' a-o T 7/16'0BRA55WOOD y "� SEE (SEENOTEI) (SEENOTEI) (SEE NOTE t) BUSHING WI 7/8"EFI8E0 900 9 4 //;/�% 5 /. /% p' INL'J ING WITfG=OS5 NOTE1 OONN£CTgNTYPE OONNECTK)N TYPE OONNEOTION TYPE o 0 120.0 8 3 j;f j 5 / �' 5 r�, C` W (SEENOTE3) (SEENOTE3) (SEENOTE3) 0.75"Edge Distance 2"Edge Distance c� ( r12O CI C2 C3 6 C5 CES C2 C31 C41 0 C7 ICI I C211 ES 10 6 74 C5 #12 STAINLESS W Cl C2 C3 C4CS Cl C .. L.�y 1 6 5 16.0 i6 it T 10 T 13 2 C3 Cd CS C1 C2 pM- CI Z SMS MALL 0 6 4 6 i5 7 d y t8 t6 16 i6 15 f6 i6 11 13 10 16 13 8 f0 7 48.0 16 16 it IES 51 i6 1 C _t....__..�.;, ,...... 5 7 5 12 5 3 eq 114-0 RCO PANUMATE PRO OR i6 ifi 12 15 it b tt 7 8 6 7 9 6 7 6 d 5 d ff 5 3 FEMALE ID W/STALGARD FINISH 1101916 9 6 7 5 16 9 6 7 5 ARMOR INSERT W/2' 900 16 9 6 B ES 11 5 3 5 3 11 5 3Of;STA)NLESSSTEELWI 1.778"EMBED SCRBVEMBEDIN IN WOODWfii G m 0.55 16 12 8 9 7 16 9 6 7 5 16 9 6 7 5 GROUND BLOCK 120.0 15 7 d 6 4 11 5 3 5 3 1 1 5 3 0.75"Edge Distance 4"Edge Distance ttllUlttUfttitStlUlx w 0 "' 01 C2 C3 C4 CS Cl C2 C3 CA C5 Cl Ca C3 C C5 C1 Q C3C4 C5 Ci C2 Ca C4 CS C1 C2 C3 C4 C5 In % dB.D 16 i6 ib i6 i6 i6 i6 73 16 16 ifi 15 9 16 t2 ltlltlUtitlllltrittl� 48.0 16 16 12 12 9 16 ii T 7 5 IES 8 5 5 4 `'3 :eri'::«Hx«- 620 16 16 16 16 16 i6 IS 10 i6 12. 16 11 7 15 9 62.0 16 15 9 9 7 16 8 5 5 4 13 6 4 4 3 W 78.0 i6 18 14 i6 18 f8 t22!7 t0 1b 11 7 ib $ J1iL WOOD SCREW CR 76.0 16 12 8 7 6 ib 7 4 4 3 13 6 4 3 3 ,,LL°'2`1aN.`Kne2evich qib-105145 p 5/16'0ITW TAPCON%L 90.0 16 16 12 IES 15 16 119 16 17 7 74 9 pEMBED SN .0t0 613 6 4 3 3 13 6 4 3 3 O W(2.25`E748EO IN t'J(X)DWITHG=O.SS GROUTED BLOCK 120.0 16 14 9 16 11 i6 it 9 i6 it 7 7d 9 '1• 120.0 16 7 5 5 3 13 6 4 3 3 13 6 4 3 3 LD `4h`• --' I 0.75"Edge Distance 2.5"Edge Distance - ittUSRt111ttt1111:0.W " W C1 C2 C3 Cn CS Cl C2 C3 C c5 C1 c2 c3 c4 Cs C1 C2 b G7 C5 C7 C2 C3 C4 C5 C1 C2 C3 01 CS a8A %13 i6 13 i6 T 5 13 7 i2 5 3 1D 5 48.0 i6 11 7 9 6 13 6 4 6 3 10 4 . 62.0 16 10 12 6 10 5 9 4 % 7 4 Ii11111111111iRjttU+ fi2.0 i6 8 5 7 5 10 4 3 4 3 7 3 / 3 �• , O�(2$!�76.0 1s a m a a a a 9 a i;' 7 a le AS NOTED91,MOOD SeR'EW 4R 76.0 i5 7 4 6 4 0 4 i" 3 ;j 7 3 / Jj 5/16"Itl IT14 TALION%L 90.0 12 7 9 4 %/ 7 4 9 4 :/. 7 4 1/1Z OFaWnb ARV>waosFrs wtz.25p!B@NIYit t.S E`fBED IN 90.0 12 5 3 5 3 ? 3 7 3 �/j(lf/ I GROUTED BLOCK 120.0 9 5 9 4 0,1 7 A 9 A G 7 d V�,+�' y �' Da[e:.04/10/2015 WOOD WITH G-0.42 120.0 9 4 3 ' 7 3 /i� T 3 % �4� �T-a✓ t ` 'd KC150107 HURRICANE PROTECTION ShAet6 '8 C;Tou:a:r :Ind SetUl'gs\AICantu\MY Documents\Google prive\MIDI_Projects_Cad\OB 3WKnezevlch\CAD2015\02 KC150107 T&C\RO-sub\KC150107-06.dwg,4/21/2015 5:11:24 PM,Ledger,1.1.02339,"m MlDisparatecom ' O G. ANCHOR SCHEDULE ANCHOR SCHEDULE o uj::) NFASTENBRMAMMUM SPACtNG(INCHES)MUPED FORVAITIOUS MIGN LOADS AND SPANS FASTEToRMAXIMUM SPACf"GjifMHBS)RECUREDFORVAROUSDESIGN LOAM AND SPANS i on K MAX SPANS SPANS LIP TO ul u-N; SPAM UP TO SPANS SFANSLFT0 z T��of c LOAD 12'.V MAX SPANS LP TO SPAtJSUPTO SPANS rn ANCHORTYPE JPSF) is :ND ESND' LOA z > t- Sm (SEENOTEI) (SEENOTEI) (SEENOTEI) (SEEWTEI) isEENOTEI) ISEENOTEI) ANCHOR TYPE I I-.'5 1! _ c. - FP �4 00. NOTES 0­ TWE CONNEC NTYPE CONNS11- a N TU (SEE (SFE (SEE a c IS. (SEE T (SEENOTE31 (SEENOTE31 tSEENOTE3L (am NOTE 3) I.Tz"OT NOTEI 4 E3) 9r. u .5"Edge DI 3"Edgeqlstanc (SEENOTESI (SEENOTE31 45EENOTE31 ct I CQ I C3 1 C4 1 CS I Ct I C2 I C3 ICA CS I C1 I C2 I C3-IC4�_C2 Ics aBo Is 1 16 1 131161161 is I 1j]7]13 10 16 9 $ 9 2.5 Edge DISH nCe 7 116 11 W 5 0 is 16 11 CS CI CoIC31041CS1 Yui 620 lut 1417 14 7 5 it is a 1 5 112 a 1. _pµ11, 48.0 .16 11 16 1017 1111 111 14 6 1 7 5 73 9 16 a S 112 a Sze 6 is a 5 1 9 1 6 z a Do < SOM 1611117 1 i2l 9 114 1416 14 6 72 a 16 a 5 1,2 a 76.0 6 7 D. 0 Ki'�L I,< 7s =3[2 1141111 151 71 4 1 P to a -L, FR W 71 re r4 a 5 12 8 ;'.: -.A. 210 1618 1519 17 114 6 4 1 12 FEMALE D 'PAN'S -B To "A"' 7 B". ISCENO""' IS-- 6 Ct C1 0 C1 C1 CI C1 13 CA C, 16 is IS Is is JS S IS 11 Is 16 IS a IS 1 '3 IS 14 11 �1 :2 �1 11 IS 1114�T 16 to Wtt 1.7S EMBED 90.0 6 9 6 0 B Edge Distance 2,6-Edge Distance IN ICON 6 9 A L- a FsTP: CI IC2IC3ICtI . 12 . IS S S IN I"Ed C51 a ICZ C3 Cd CS CI C2 C3 Cd C5 C1 C2 D3 C4 CS I=- . CI FQ C31�A ICSI 120.0 6 f 16 111 S 1 9 1 ClC, C, "I ZV Edge DWS... 0 1j= 48.0 Is 16 1. 16 16 !6 12 7 it 9 is 2 1 SIDI 'S I- Is 6 it 'a I --ruawn-m-1 I - 'a �1_1�1 W CIIC2IC3jGtjC5jC1IC2jC3 CA CSICIIC2101CAICS 72 11 161131 6 19 6 11 IS 1 1214 D to 16 z a 1! �1�1 'S to '619 6 '117 Is. 1. 13 . 7 S ; '. - -7" 480 !!1 U_61�118 E4 "�'- It 1- 7 1 12 62D t2 1 151 7 4 9 1 5 T 11414EICO ULTRACON ­5. ,S 11 LJS�U15ED To a 14 1 4 12 8 - -12 STAINLESS STEEL SIIS 16. 9 6 141 1 4 8 1 5 IN Tian TS -8 14 7 4 12 8 VII EYEWALI ARMOR IRSDIT 8 5 !1#1 1#4 S 4 1:141 1 1 Edge Distance W1 r SCREW EMBED _Z�___ W"Edg, Sm G IN 3"Edge DI "C. 1112 KSI CONCRETE i2oo 4 8 5ri C'Q M C�4 C51 CI IC2jmjC4ICSICI IC2 IC3 N CS CI J�IC31CII�ICI ICa2I _ICSICI IC21011 CS] 2.0"Edge Distance -a 68.0 26J IS 10 is 10 16 8 15 a 511316 4 6 4 s fol 13 161 101 1 1 11, 9 Ep-q , S S 1!, 7j Ct MIC31CAICSICSICZ10�JOSJCJI LC31�4� Oc S3 w 620 6 12 1 11 a A a A , to To -7 '&1:POIuTS Le L6 Al (�SUANCHOPL! 11 5 5 3 10 4 3 4 3 T - �s a 'S a LS L3 8 161.8 1 5 112 7 x 3L u 62D 16 Z STA- 5 0 at �'�VTWID 0 . 3 12 7 312 STAINLESS StEELSMS 76.0 16 120.0 7 %V/2.75'EYEWALL AR14OR 90.0 is 1�3 KSJ!7 CTa _may 13 6 6 4 10 4 3 3 4 3 12 7 -1 SCREVV 114SERT W/23 IN Edge Distance 2,S'Edge DIM.- EMBED F12 YST CONCRETE 120.0 16 "a'S S 01 C2 M G p CI C2 C3 G JOB Ci IC2 IC3IC4 ICS ICI 16 JOS Ot a CI C2 C3 C41CS w 1.5"Edge OlStan.0 ES 16 6 9 5"149 114 6 4 101 7 16 13 16 8 5 16 10 ICIIQICIJGtIC5 CI C2 C3 V CS C1 C2 L3 CA C5 16 10 6 15 11 $ S 3 9 6 8 4 X I 1/4A�,11ILL[ A 73 5 16 to 14 6 4 tj 7 CRETEMETEC SCREW BY Tb.O t8 10 6 t6 T, 12 :11111:;21�1 I;I i 1 4 S 3�XZ CRETE MILLENNIUM FAST 10 .17 14 8 13 6 4 727 $2.0 5 v"1.7V EMEE 9 12 7 13 6 4 12 760 5 3 6 3 5 3 IN 3.3 z 1 12 I/f PCI R TAPPER 7 13 6 �115 EMBED It 51 31 81 5161 3j ; 3 6 3 1 3 W ; ; w W 1.25"Edge DIst.- 2.5"Edge Distance CONCRETE _�X(l 16 4 L�','jj 6 1 1 16 13 r-,N 5 3 S. 3 CI IC2 JOB ICI IC51 CI jC2IC3IC4IC5I CI JC2 IWICS ICS C1 0 C3 CS CS CI 0 C3 CA CS CI C2 CO CA CS 3.0"Edge Distance 48.0 16 16 16 16 16 16 16 12 16 14 IS is 16 LS L161%116113116 6 1' To C3 CA C1 62.0 16 16 16 16 16 16 is a IS TI 6 it ?1 10 0 16 16 16 16 16 16 16 10 to 48.0 16 16 131161161161111 7 116 12 1610 5 j13 9 7 6* __L _T6._0_ 16 it 16 11'a IS 16 13 8 11$12 u 6 A I'Q , is 11 7 I'D 6 to fizo IS is iol,6116 IS a 5 1, 9 7 Sjd'0ITY7 sAmmy BBC 6 1 g0,0WI E is Ti I�11 11 12 11 11 11 11 1 11 1/4"0 POWERS TAPPER 76D is 12 8116114 141 1 1 1 it 6 4j to S 2 13 14 a 'S 14 9 16 13 IS 11 7 14 K5 CONCRETE 12 jok 1.75"EMBE 1, IS* 41 7 10 72-00 16 a is it a M To to Wo 1670 6 161 131 6 rAFID 6 73 6 4 to I'v5XV CONCRETDE 120D 16 131 6 1 1 1 G , S ,gneer evil _L3 jj_LL2 6 Ad:,,E 110L zre ANCHOR NOTES: -,,4,1 SEE SHEET 8 FOR ANCHOR NOTES. kc, arH SstLI,-iqS\MCantu\My Document.51IG00gle Drlve\Mlu..erojens-.LaOXUg._JWKnezevIch\CAO201Sk02-KCI50I07-7&CVZO-Sub\KC3S0107-07.dvg,4/24/2015 12:05:11 AM,Ledger.1:1.07291,w ."Disparatexorn .G. In CONCRETE EXIST.STRLIC. AL Li 112 0 xv 0 g s of L,K4 gip° i' <iz 3 zi C, o - - s -------1^--- Q n n n n � - nNW � Am Rg Ate - Rale m 7 _ R _ R o RQ\ fl o- m II fl a" v O s sa s - s sw_ _ o iz Im G Q m Q G U r 1n f _ n _ n 8_ _ _ _ „T x - a A P A efl N \N Q fl wfl NQ � abk � 'C - - 8 a 4 w g m g 8 o o g Rt o _ Q G Qsi - - - - - - - - - - - o - - - - - - - A -ac - - A - A - A m = my ? 6 x fl Qq - - - R A - - A - A a - - Q�' m m m ^n flo - fl o fl o fl o p II o o a o q ig A 9 o - D fl fl fl fl b - 6 zr, g 0 3 � - R Q Q CONCRETE EXIST.STRIIC. 43 4 p '. �o yep o P- Q � (j1 ON P nn © O _ /p �•�\ - m A 6 R a R 8 1;; to o u rn on mm �e m AaaIACr- flog.";:.\;WQoN flo ^ floes floe � 3 " � oC� - Sx 1 z14 Q Q Q N Q G A w - R R p R m m _ a O\:g, S o0 efl - R mQ � R mQ THE SEAL APPEARING ON THIS 0911CMENT WAS AUTHORIZED BY JOHN W.KNEZEVICH,PE 41961 ON 4-26-I5.THIS ORES NIT CONSTITUTE AN ELECTRONIC SIGNAORE:ORIGINAL SIGNED 6 SEALED HARD COPIES TO THE APPROPRIATE AGENCY WILL FOLLO . E Y 1 a z a Revisions_ .050&.0615 ALUMINUM STORM PANEL 11KNEZEVICH CONSULTING ,o gyp= >'� ToWfU7C untr J KNEZEViCH CONSULTING,LLC _­­_.1=C earmAL�mmae&manq Ranwa 16005.Federal Hw .S,i[e961 Pompano Beach,FL33062 oO •'D -—• A Onrunl a A8C 5u 1 ell. T'954.772.6224•F 954.320.6451•COA 27988 101 114Tfiil icP Ile 1l+luEP:,e:G FL'338u wehsite:www.W4ievichmni Copyright @ 2015 Xa ,t ch C—Iliel,LLC