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HomeMy WebLinkAboutProduct Approval — 4/7/21,4:48 PM - J' ,r ::t•`.'... ..�. fI��SS�:_��R"�f.l?J��S°lY„�,'/�i:�:,(ed„�.�p-fc�.(r r lei. .'1:�;: BCIS Home Log In user Registration Hot Topic Submit Surcharge i Stats&Facts 1 Publications 1 co to us copy IS Site Map 1 Links Search I F[olicl� 1 copy = M Product Approval l � � ,., USER:Public User ' _ r' EWED Product Approval Menu>Product or ADDlication•Search>Application List>Application Detail OD COM fib`��� fi�`d C FL# FL11398-R5 Y-T , r. ��� � Application Type A Revision LUCOE L L' Y� Gi Code Version 2020 n•�0R® 2021 r' .� • p�plicptioO�St�tn�s4�; Approved Parmittkig Department St. Lucia Count/ {iiCorrm�4its � �:. Archiveif 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 John W. Knezevich the Evaluation Report Florida License PE-41961 Quatity Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2021 Validated By ORLANDO L. BLANCO, P.E. Validation Checklist-Hardcopy Received Certificate of Independence FL11398 R5 COI KC Certificate.of Independence 2020 DSS.pdf Referenced Standard and Year(of Standard) Standard Year TAS 201 1994 TAS 202 •1994 https://floridabuilding.org/pripr_app dtt.aspx?param=wGEVXQwtDgvIL5Kl5SWIdSLSNgFguofa%2fVBYMwoc%2bfQZnvostumhxg%3d%3d Page 1 of 2 —— 4/7121,4:48 PM TAS 203 1994 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 08/11/2020 Date Validated 08/12/2020 Date Pending FBC Approval 08/19/2020 Date Approved 10/13/2020 Summary of Products FL# Model,Number or Name Description 11398.1 050&0615 STORMLOCS PANEL 2"X 12"ALUMINUM STORM PANEL Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL11398 R5_II KC PED TandC 050 061 Panels Drwg 20-014 Approved for use outside HVHZ:Yes SS.Rdf Impact Resistant:Yes Verified By: John W. Knezevich PE 41961 Design Pressure: N/A Created by Independent Third Party:Yes other:See Span Schedule Sheet 2 of installation drawings. Evaluation Reports FL11398 R5 6E—KC Evaluation Report 200414 SS.pdf 1 Created by Independent Third Party:Yes Eack 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- mall to this entity.Instead,contact the office by phone or by tradltionai mall.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 emalls 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:. Lam' eChseY. Fa Credit Card Safe 6' i https://flaridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDgvIL5Kl5SWId8LBNgFguofa%2fVBYMWOc%2bfQznvostumhxg%a3d%3d Page 2 of 2 I ' LIMIT ONE HALF PANEL PER OPENING 2.02" r 2.02" o MIN. 2 02 0 opo2,. 2.250" 2.250" `0600•• = �LV lL 3.00"MAX. 2.250" { Los" I I I I - �� r ^o e° (TYP.) 094"T P. .a .10' .094•' o 1.0" 1.07" 0 7.17" 1-0T o � m M. .094 T P. � - �x�•� SEE NOTE '' I r-i SEE NOTE I ' N .094- N ; .p94'• in t20•• •094'• `o c� U `ou•B" 1Z O P N P N O b S i-n(` .'• 12.1) COVERAGE L-�00".COVERAGE N.062' m'062' ry� 0062" ^ .125 N �2.020- ±2-.0-30" 062",� © j Qoe O Iu 3 dm 14.375" 8.332" .375'• .375 .250" ` z 2.000" ®'� ~ 'T a O STORE PANEL I-p is HALFSTORM PANEL O'h•HEADER 3Os HEED 9R-1, p,. 3a SCAD--E UT°U°HEADER ® � 8 SCALE:3"=1'-0' SCALE:3' _,'-0' 1/4-20 MACHINE J /4-20 MACHINE CREW fd12" 1/4-20 MACHINE 1.525" uJ SERE (D12"O.C.(STUD O-C.ISTUU SCREW 12"D.C.ISTUD 3.385"MAX. Z S DIRECTION 141A DIRECTIOMI FiAY S° BE REVERSED) BE REVERSEDI° DIRECT ON MAY -886" .B86" B a 0o c BE REV ERSEDI .375"R 5�_24;' p92• .177" k .12S-TYP. of 1" .091"TYP. ri 77--II11 //77 125"TYP. 1� .090" .090•' TYP. 2•Jo .t- in i� ,j .,SD•• ; 5 .215" 65...55.. ~. r : .275 215" .097" o v!.275" _ :n 215 Z.oO"AIM. 2.00" p � .060" ,oN 313" 2.0••MAX. 632" N .090'• 090" YM 377" - $ OSTUDANGLE 4a STUD ANGLE STUD ANGLE SYl-1 .315"R .700 SCALE:3"=T-O" SCALE.3"=1'-0" qb 1.00"MIN. A 3 t 5.00"MX. GENERAL NOTES- ANGLE ANGLE OC-TRACK(FINISH) Ba C-TRACK O BUILD•OUT F-TRACK a o 1. THIS PRODUCT EVALUATION DOCUMENT(PED)REPRESENTS A SHUTTER SYSTEM ANALYZED AND TESTED IN SCALE:3"=1'-0" SCALE,HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE r ACCORDANCE WITH THE FLORIDA BUILDING CODE,7TH EDITION(2020)FOR USE WITHIN AND OUTSIDE OF p THE HIGHVELOCITY HURRICAIIE 20HE(HVHZ). .376- .376" 2. PRODUCT PERFORMANCE TESTING WAS CONDUCTED IN ACCORDANCE YAM TAS 201,TAS 202,&TAS 203 tr � .190" AND THE SYSTEM iS LARGE AfI551LE IMPACFRE515TANi.3. DETERMINE THE POSITNEAVO NEGATIVE DESIGN LOADS TO USE WHEN REFERENCING THESE DOCUMENTS IN .440ACCORDANCE WITH ASCE 7.16 URLZING ALLOWABLE STRESS DESIGN(ASO)LOAD FACTORS. CALCULATED 6S-9" 373" 465" :655'•WINDLOADSSHALLSEMULTIPLIEDBYTHELOADFACTOR 0.6.BEFORE REFERENCING THESE DOCUMENTS4. FOR WIND LOAD CALCULATION IN ACCORDANCE WITH ASCE 7-16,A DIRECRONAUTY FACTOR OF XD=0.85 MAY BE USED. 0.090"IT S. NO ALLOWABLE STRESS INCREASE IS UTILIZED IN THE DESIGN OF THIS SYSTEM;HOWEVER,A WIND LOAD - 30" DURATION FACTOROFCd=1.3315 USED FOR SCREWS DESIGNED PER NDS. o (20 GA.GALV.STEEL OR 40 6. THESE EVALUATION DOCUMENTS ARE GENERIC AND DO NOT INCLUDE INFORMATION PREPARED FOR BB N OR 0.050"6063-T6 ALUM) 2.DO- APPLICATION OF THIS SYSTEM TO A SPEOFIC SITE. LEG H o' 7. THESE EVALUATION DOCUMENTS ARE THE INSTALLATION INSTRUCTIONS PORTION OF A PRODUCT DIRECTION (lARL4C3ALL� KEYHOLE 4 EVALUATION ANDSIIALL ONLY BE USED WITH THE CORRESPONDING PRODUCT EVALUATION REPORT. F"TRACK 8a •P'ANGLE-TRACK OWING NUT 10 WASHER Ir ` B. THESE EVALUATION DOCUMENTS ARE SUITABLE TO BE APPLIED BY THE CONTRACTOR PROVIDED THE R SCALE:HALF SIZE SCALE,HALF SIZE SCALE:HALF SIZE SCALE•HALF S1ZE CONTRACTOR DOES NOT DEVIATE FROM THE CONDITIONS DETAILED HEREIN AND THE CONTRACTOR VERIFIES. "c THAT THE EXISTING STRUCTURE DOES NOT DEVIATE IN EITHER FORM OR MATERIAL FROM THE STRUCTURAL WIDTH UNLIMITED y SUBSTRATES DETAILED HEREIN. (PERPENDICULAR TO9. ANY MODIFICATIONS OR ADDITIONS TO THESE EVALUATION DOCUMENTS WALL VOID THE EVALUATION PANEL SPAN)DOCUMENTS. TYPICALTYPICAL SECTIONS�TOP MOUNT a o 30.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 o:Z SEALED BYA LICENSED ENGINEER ORREGISTEREDABCHITECT. ,315"0 <Q 11:EACH PANEL OF THE ASSEMBLY SHALL BE PERMANENTLY LABELED AT A SPACING NO GREATER THAN 36.ON uth Stale: AS NOTED THE EXTERIOR FACE TVIII THE FOLLOWING MINIMUM INFORMATION: SIDE TOWN&COUNNLYUND. Z-Wi \ �1.00'• 1 HOUNT zw Drawn by: 1WK PLAN Date:- 08/11 2020 FORT TAS201UDERDALE,H. p F VIEW\ , 6500 / V VIEW as raszDl,zot,&2D3 9LB IARGEMISSILE { v KEYHOLE ® m- I,W.ICnlEngTnh n Professional En Ineer FBC APPROVAL NUMBER F.wi FL Llteme No.:PE 41961 12.ALUMINUM STORM PANELS SHALL BE 3004-H34 OR 5052-H34 ALUMINUM ALLOY WITH MINIMUM THICKNESS a o �Lmax..SEE STORM PANEL SPAN STORM PANEL SPAN AS SPECIFIED IN THE APPLICABLE SPAN TABLES. In w SCHEDULE-TABLE 1 13.ALLEXFRUSIONSHOWNSHALLBE6063•T6 ALUMINUM ALLOY,U.O.N. y •�N E2Ej%;••• 14.ALL BOLTS,STUDS,AND WASHERS,EXCLUDING INSTALLATION FASTENERS,SHALL BE STAINLESS STEEL WITH A w 375'0 TYPICAL HORIZONTAL ELEVATION ••�.'��ENS' C MINIMUM TENSILE STRENGTH OF 60 KS1,U.O.N. a Z / SCALE,1/4"=1'-0" �••'•Y' F••,y: 15.TOP AND BOTTOM DETAILS MAY BE INTERCHANGED AS FIELD CONDITIONS REQUIRE. PANELS MAY BE E a / 1• p• • NO.41961 MOUNTED HORIZONTALLY VIHERE APPLICABLE. H&U HEADERS MAY NOT BE USED FOR HORIZONTAL N 5- MOUNTING CONDITIONS. 650' 16.TRACKS MAY BE REMOVABLE PROVIDED REMOVABLE ANCHORSAHE USED. \ U a •�T ry//IZ(1ZO 17.IF PANEL OVERLAPS OPENING BY IS TIMES THE GAP BETWEEN THE WALL AND PANEL,NO SIDE CLOSURES ARE ^ p ` �'Q 17y%FTyt QB REQUIRED. 12- _ - - KEYHOLE SLOT v O V }]1I/j((�r,U(1111y •A STATED 18.PROVIDE SEALANT AROUND PERIMETER OF COMPONENTS IN CONTACT IVRH STRUCTURE TO PREVENT TYP.) BOTTOM MOUNT :�SS LL'125sLf/S •:�Q••., F `24. LVATER 114TRUSION BEHIND COMPONENTS. ••��.•,�ORID.•✓�\\•� n.+ia,e. TYPICAL VERTICAL ELEVATION' HURRICANE PROTECTION ••'•SS/O►yA4E�•' ICC20-0414 SCALE:1/4"=V-0" sheet 1 of 8 I f 1E j h�40 Vu TABLE 1:PANEL SPAN SCHEDULES TABLE 2.MWIMUM SEPARATION FROM GLASS SCHEDULES �e uviE^• � 0.050 ALUMINUM PANELS 0.0615 ALUMINU14 PANELS 0.050 ALUMINUM PANELS 0.0615 ALUMINUM PANELS L•� Us�aF s POSITIVE OR L-max, L max. ii L max. L max. POSITIVE MINIMUM SEPARATION POSITIVE MINIMUM SEPARATION cs`a �N A NEGATIVE ASO SHUTTER FROM GLASS ASD SHUTTER FROM GLASS ® 2 FOR FOR FOR FOR Y 3 ASD POSITIVE NEGATIVEPOSITIVE NEGATIVE WINDLOAD SPAN INSTALLATIONS INSTALLATIONS WINDLOAD SPAN INSTALLATIONS INSTALLATIONS WINDLOAD ASD ASD ASD ASD 'W' 'L' S 30' >30' 'W' 'L' S 30' >90' .W. 4/INOLOAD WINDLOADWINDLOAD WINDLOAiD (PSFI ABOVE GRADE ABOVE GRADE (PSF) ABOVE GRADE ABOVE GRADE IPSF) 72" 3" 1-3/8" 72" 3" 1-1/2" Lj 23 144" 144" 144" 144" 30 104" 3" 2" 27,S 1041, 25 141" 144" 143" 144" 135" 5" 3-1/4" 144" 4-1/8" 3-1/8" m 30 135" 14r;• 5 138" 144'• 72" 3" 1-1l2" 72'• 3" 1-1l2" 35 130" 744" 40 133'• 144" 40 104" 3" 2-1/8" 40 104" 3" 2" 9, 126" 5" 3-114" 133" 4-1/8" 3-1/4" O (��s -'a-1 40 126" 743 45 129" 144" 72•• 3'• 1-1/2" 72'• 3" 1-1/2" sJ� .'x 45 122" 135" 50 126" 1391• 50 104" 3" 2-3/8" 50 104" 3" 2-1/4" " 2 '123.' 132" 1191, 5" 3-1/4" 126" 4-1/8" 3-1/4" so 1191, —12B" 55 55 116" 122" 60 120" 127" 72" 3" 1-5/8" 72" 3" 1-5"/8" h'8 " 117" 65 118" 122" 60 104" 3" 2-5/8" 60 104'• 3" 2-3/e" 60 111 K^ 711" 5" 3" 120'• 4-1/8" 3-1/4" ' 65 107" 112" 70 116" 117" 72' 1-5/8" 72" 3" rana'£u$u 70 3" 70 103" 108" 75 173" 113" 103" 3" 2-3/4' 70 104" 3" 2-5/81• LO 75 96" 104" 80 109" 109" B0 72" 3" 1-5/8" 116" 4-1/8" 3-1/4" cd 80 901• 191• 85 106" 1061• 901, 3" 2-1/4" 72" 3" 1-5/81, E , 601, 3" 1-7%2" 80 164" 31• 2-3141, 85 84" 93" 90 t02" 102'• 90 c 90 BO" BO" 95 02 96" 80' 3" 2" 109" 4-1/B" 3-1/81, 95 75" 83" 100 91" 91" 60' 3" 1-1/2" 90 60" 3" 7-7/2" 700 72" 3" 1-3/4" 102" 3" 2-7/8" 100 12" 79" 110 83" 83" 710 48" 3" 1-3/8" 100 60 3 1-112" 110 65" 72" 120 76" 76" 65" 3" 91" 3" 2-3/8" g 720 60" 66" 130 N.A. 70" 120 48'• 3" 1-3/8" 110 40" 3" 1-3/8', o 130 N.A. 61" 140 N.A. 65'. 60" 3" 1-7/2" 83" 3" 2-1/8" .N v 140 N.A. 56" 150 N.A. 611, 120 48 3" 1-3/8" •� 76" 3" 2" it 1 ISO N.A. Sr. I s fi€ TABLE 1 B-2 NOTES, I L SEE SECTIONS FOR SHUTTER SPAN DEFINITION. g" 2.FOR TABLE 1,DETERIME BOTH THE POSITIVE AND NEGATIVE ASD WIND LOAD. scale: AS NOTED CHECK THEHAX SPA)(FOREACH AND USE THELESSER OFTHE TWO VALUES. Drawn by: JWK 3.FOR DESIGN LOADS BETWEEN TABULATED VALUES,USE NEXT HIGHER LOAD TO Date: 08/11/2020 DEIESKNE ALLOWABLE SPAN. 1.W.KnezeVlch 4.FOR TABLE 2,ENTER AT A POSITIVE LOAD 2 PRDIECT POSITIVE LOAD AND SPAN 2: LUess(aNi196 PROJECT SPAN TO DETER)GIIE WHIKUH SHUTTER SEPARATION F80)l GLASS. FLUcense No.::P PEE 41961 No.4.961 ` 0� STATE 0 r 42: d� HURRICANE PROTECTION %��SS��NA1 ��: KC20-0414 sheet 2 of 9 i i 1 I EXISTING CONCRETE, EXISTING CONCRETE, HOLLOW CONCRETE BLOCK OR HOLLOW CONCRETE BLOCK OR EXISTING CONCRETE, OPTIONAL LEG,DIRECTION tt{I ! WOOD FRAMING WOOD FRAMING HOLLOW CONCRETE BLOCK OR 3 CONNECTION TYPE lJ C3 CONNECTION TYPE C3 CONNECTION TYPE WOOD FRAMING REFERENCE ANCHOR (TYP.TOP AND BOTTON) C7 CONNECTION TYPE h 9 REFERENCE ANCHOR g SCHEDULE FOR MAX. • SCHEDUREFERELE FOR MAX. •' .3 ~.r.k o MB. SCHEDULE FOR MAX. ?,C SPACING pI LL =u I SPACING t, SPACING 2 1/t."MAX. w :j 1/4"MAX. iv 0. ED. 9 1/4"MAX. y^eAnSl p) O pmr�x MB. lsrl u wo q4 ww tiii z� � � _V N.Er� n '•:{j;•vI. zm \N'• am F 3 ww EXISTING a Q a ra.. - o w i 't GLAZING � F I-' .EXISTING 7 r w o. t a s ® 2 S SEE MIN. / v �,r GLAZING o 1 Ye o-� 1.. © Y s STORM PANEL o w ir SEE MIN. N 1=x'i," SEPARATION 'f~jl 7 STORM PANEL w w o w FROM GLASS ❑ SEPARATION N EXISTING r•-� TABLE 2 w= FROM GLASS w GLAZING SEE MIN. V!p W N v TABL):'2 "z STORM PANEL w= Z r g w a SEPARATION n z '^' FROM GLASS �• "2 E Q TABLE 2 m Z .�N EQ 0.• - `�� i ®WALL MOUNT SECTION OPTIONAL TOP MOUNTING BUILD-OUTh10UNTSECTION 0 SCALE:Y'=T-0" ©SCALE:3"0 1'-0" O SCALE:3"=T-0" 1; EXISTING n SEE MIN. GLAZING w w _� E•8 STORM PANEL SEE MIN. ' SEPARATION ¢ J EXISTING STORI•{PANEL Z m FROM GLASS Z .GLAZING a Fina, SEPARATION a yQ.. Q TABLE 2 Q m r FROM GLASS TABLE 2. Q a 0: N o 6 ow r .i y 4 4 MAY BE o 00 EVERSE w= ., 9 to o • :y, w w - �1- � pg� yr z 3s o Nl. s- 4 L Lb y Xvi 8. T wo Ea 6�,a J Val 'C1 CONNECTION TYPE C1 CONNECTION TYPE 'R• �M/4"MAX. MHEDULE FEFERENCE OR MAX. SCHEDULE FCE ANCHOR R M . 4 1 7 3 0 3 1'- 1/4"MAX.t4AX ] ` 1/4-20 MACHINE BOLT W/1 CONNECTION TYPE SPACING -SPACING REFERENCE ANCHOR ''' - LOCK NUT @ O.C. >BOTTOM) SCHEDULE FOR MAX. EXISTING CONCRETE, OPTIONAL (TYP.TOP&BOTTOM) m SPACING HOLLOW CONCRETE BLOCK OR, C1 CONNECTION TYPE �LEG DIRECTION 0 WOOD FRAMING.SEE DETAIL E REFERENCE ANCHOR WALL OD SCALE,3"= E-0" BUILD OUT SECTION SCHEDULE FOR MAX. BUILD-OUTMOUNTSECTION P SB O SCALE,3"=1'-0" �SEALS:3"=1'-0" P EXISTING CONCRETE,EXISTING SEE MIN. HOLLOW CONCRETE GLAZING ASTORM.PANEL BLOCK OR WOOD SEPARATION FRAMING EXISTING FASTENER Col T O.C.OR FROM GLASS GLAZING p _,v,� d. 12"O.C.,BUT 00.NOT .EDGE • CS CONNECTION TYPE ( Scale: AS NOTED �XCEED ANCHOR TABLE 2 1ST. -t REFERENCE ANCHOR z - O- �nl!(�� Dra�'m b: IWK SCHEDULE SPACING. m D h .S SCHEDULE FOR MAX. a C ~' �7S'Sr1l� Date: 08 1112020 USE REMOVABLE ANCHOR R S SPACING 4 'rS1v9 WITH KEYHOLE WASHER w w E J.W.Kgelevlch OR ANCHOR WITH WINGNUT z-i 3 1/4" ¢ r HURRICANE PROTECTION m an��•ti_{. ,',4'i,W MAX. SEE I11L7. O w Profrufonal Engineer WASHER.LOCATE FASTEN ER Q STORM PANEL IN NARROW PORTION OF n Q 1 F-+ FLUcensollo.:PE41961 KEYHOLE WASHER }' EXISTING SEPARATION vl 7 Cl CONNECTION TYPE 1 GLAZING 3 z FROM GLASS w w ., TABLE 2 REFERENCE ANCHOR w Q ro 4 4 u .••=`,�CiS EZ4t•••.• SCHEDULE FOR MAX. w o a s 9 ul V LAC• SPACING dY1y��: w� LF ,K,z l�l..,.•"%CENSIF.'•.�'.: H SEE MIN. Y N NO.41961 w o J, z STORM PANEL O7 w o - rob, w �-1/4"MAX.E¢ 'SEPARATION w w FROF1 GLASS 'N Z TABLE 2 w C4 CONNECTION TYPE q; •,:��; B/ E Q - F 1„ 1 I SCHEDULE FENCE OR MAX. �:��:,• ATE OF ��•• q� SPACING X' '••.�ORI \ • di a'a ©DIRECT MOUNTSECTION fl CEILING MOUNT SECTION J " ©FLOOR MOUNT SECTION ••�:c`sS/� A�ENG•� ICC20-0414 SCALE:3"=1'-0" SCALE:3"=1'-0" SCALE:3"=1'-0" ••••.....• sheet3of8 i Cl CONNECTION TYPE REFERENCE ANCHOR w w V SCHEDULE FOR MAX. Q W n o �` mNm SPACING O n 4 2"x S"x 118"CONT. �� Z m�N ER w r ALUM.STUDDED ANGLE o w p�p F-'m¢o 8 S W/1/4-20 STUDS w-' I�d ",�LLutu . r EXISTING ow @ 12"O.C. 9 w gy m+ N jrt •g EXISTING CONCRETE, �y GLAZING— v__j 'N �� =.a�` HOLLOW CONCRETE BLOCK OR CS r m w o A U `oN.§. WOOD FRAMING in i;� z J SEE MIN 1 w= E� �'�' y d" ITYP.TOP AND BOTTON) — .m :i+ f m STORM PANEL 9 rn u S7 V•� FMB.: 9 0.< SEPARATION g ut L--: o;EN B o } E r- FROM GLASS 1 �n I if 0: 1 TABLE 2 E 4 v F j u ' EXISTING .t"•� w w —1/4"MAX. REFERENCETANCHORION E ® Z u GLAZING. °1= -1/2' 2" SCHEDULE FOR MAX. 1 u C CONNECTION TYPE MIN. IN SEE MIN. m m - 1• 1" REFERENCE ANCHOR SPACING ..J I STORM PANEL 4 E SCHEDULE FOR MAX. W o SEPARATION E a w\ SPACING Z R FROM GLASS J w EXISTING CONCRETE, EXISTING CONCRETE, a TABLE 2 HOLLOW CONCRETE BLOCK OR HOLLOW CONCRETE BLOCK OR �p J • WOOD FRAMING IJDDD FRAMING BUILD•OUTSECTION 0 � 4 O F"TRACK MOUNT SECTION O SCALE: h10UNTSEC 0" @ SCALE.3"=P-O" 07 " SCALE:3"=1'-0" b d SCALE:3"=1'-0" L � f" EXISTING wJ 2 x 2 x 0065"6063-T6 Z J GLAZING oZ m = - '?"�• STORM PANEL EXISTING CONCRETE, 2""4" ALUM.TUBE SEPARATION 4 Q 1"4 C R� HOLLOW CONCRETE BLOCK OR 2"x 5'• 1 0: SEE MIN. U10. WOOD FRAMING b -FROM GLASS r' STORM PANEL ww : EMB C3 CONNECTION TYPE - REFERENCE ANCHOR TABLE 2 tt SEPARATION wJ w.w -3 a saw SCHEDULE FOR MAX. N j TABLE LASS {4a 9 `-z J y 4JA ' SPACING .x4 ci w w ` rA 4 w y 1 E a x o /2" 4"MAX. o m 4a 4b y u J u 1/4" mN -1/ xZ MAX. m o t w w w E a 1/4-20 S.S.BOLT o v Z J 9 - J 0. '3x.'Ti:i/%+'J:�YSc>1ir: -. ii D.C. x 1/8" 3s EXISTING n r -�-1/4"MAX. o :'' CONT.ALUM.ANGLE GLAZIN 1 : EM C1.CONNECTION TYPE w i o. C2 CONNECTION'TYPE REFERENCE ANCHOR SEE MIN. REFERENCE ANCHOR STORM PANEL J b SCHEDULE FOR MAX. n SCHEDULE FOR MAX. m SPACING SP SEPARATION ACING o h . z m 3= FROM GLASS N Q ,2"x 1 x 2'I y ETABLE 2 u@2"x 2"rn2.,x4,• 0.055"6063-T6 gLUN.TUBE 5'• EXISTING CONCRETE, m E INSIDE h90UNT SECTION HOLLOW CONCRETE BLOCK Of w WALL MOUNT SECTION OR WOOD FRAMING @ WALL MOUNT SECTION N@ SCALE:3 =r-O M SCALE:3"=1'-0" SCALE:3"=1'-0" ONE 1/4"fix MIN.S"LONG lJOOD ROOF TRUSS a F TW01l4"0x MINA'LONG STAINLESS STEEL THREE 1/4"Ox MIN.4'• OR FRAMING MEMBER WOOD LAG SCREWS EXISTING WOOD LAG SCREWS @ 24'O.C.MAX.WITH (Lo'lONG WOOD LAG"SCREWS 1-7/2"1-1/2" @ 24"O.C.MAX.WITH o WOOD FRAMIN 1-3/4"MIN.EMBEDMENT INTO EXISTING STUDS EMBEDMENTA NTDI W 010D 4 ORIPLYWOOD SSTING OFOFISINISH 2-1/2"EMBEDMENT 1"x 4"x 1/8"x CONT.ALUM. -� W q, Eq INTO WOOD MEMBER $ TUBE MEMBER WOOD ROOF TRUSS 1 2" E WO 1/4"0x MIN.4"LONG " • TYP if14 x 3/4" 1-1/2"1-1/2'• OR FRAMING MEMBER w I I ODD LAG SCREWS Scale: AS NOTED �'r TEK SCREW HALL BE PERPENDICULAR EXISTING m 24"O.C.MAX.WITH St 4 4 4b @ B"D.C. TO THE PANEL FACE GLAZIN s -1/2"EMBEDMENT Drawn by: )WK Y{ w � 114"MAX, il EMBED. O. E TO WOOD MEMBER Date: 08/11/2020 EXISTING STUCCO J.W.Xnexevicfi w w SOFFIT OR PLYWOOD 1/4 4 m SOFFIT P'x 4"OR 1"x 6" MAX, UusseN..Engineer p¢ t/4'• 062"CDNT.ALUM. FL Ucenre No.:PEA3963 ,y 9 F f- „'tiS:h,' ri jd,•- •! MAX. TUBE 16063-T6) 3 014x3/ �• NEz ......... IO- SEE MIN.STORM @ 12"O.C. /,••. ry ' .S; 1 BI J 3 014x 3/4" J u: PANEL SEP.FROpI BETWEEN •��GEfVsF•;�,y�• E14BEDMENT �` w o 2"x 5"x 118" TEK SCREW w TRUSSES w GLASS TABLE 2 w= x CONT.ALUM. 1p 1z"D.C. I d NO.41961 2 u ANGLE OR 4" € BETWEEN m N yZ ' x 1/4"x CONT. TRUSSES ' EXISTING �z ALUM.FLAT 1 0 Q ��o.71�C Yt• 1Y (.�I�I�UZO E Q EE t41N.STORM o O 0 row GLAZING N EXISTING PANEL SEP.FROt E Q a Q �(�j f rI'{ BUILD-DOWN SECTION SEE MIN.STORM PANEL GLAZING GLASS TABLE 2 J O 11 f'et jCi(J 11Y ®SCALE:3"=1'-0" xX° 1,, STATE SEPARATION FROM GLASS.TABLE 2 CEILING MOUNT SECTION `U n �L%L1 0 •'�+1�ty'F....... .•''�\��' oo.ax� BUILD SECTION © HURRICANE PROTECTION •.,,5/ fc�.• KC20-0414 P SCALE:3"v'1'-0" SCALE:3"=1'-0" , OVAL sheet 4 of 8 4 z o u bEE C /� �J 1, /-LOCK SYSTEM IN PLACE USE©OR 6a ORTH / WITH A THUMB SCREW 1/4-20 x 3/4" � N GLASS OR OR TRUSS HEAD BOLT. MACHINE SCREW DOOR - _ w J WITH.675"x.675" SEE MIN. O Z o1 1 x.125"SQUARE STORM PANEL a} SCREW HEAD h .'v SEPARATION 1/2"O.D.x 1/4"I.D.z 3/16" �gq D FROM GLASS 6 ba 9 NYLON BUSHING o w u OR 114-20 S.S.NUS)TYP. ti TABLE 2 1/4-20 x 3/4" ' �� ' m MACHINE SCREW o WJ I� o bd WITH.675"x.675" uJJ 1 -0EfAlll w o' x.125"SQUARE `gym VV tl1 V SCREW HEAD zo IA /16"I.D.AND g Lu a o J n 1/2"D.D.x 3/16" Z N MINIMUM NYLON a ¢ BUSHING OR 1/4-20 4+c 1/16" NUT(GALVANIZED) .gip Cl CONNECTION TYPE MIN. �!% MB. SCHEDULE FOR MAX. 52REFERENCE ANCHOR .- C-TRACK BLOWY UP \ e c EXISTING CONCRETE, SPACING SCALE:HALF SIZE - 7 HOLLOW CONCRETE BLOCK OR C-TRACK ASSEMBLY WOOD FRAMING (ISOMETRIC VIEVA FINAL z OCTRACKASSEMRLY-INSIOEtdOUNT NOTE:USEOFDErnLSMLBEIHCO"JjLgjDTIONVKMMI 53 N.T.S. LOCATION Z. $1 SCALE:3"=1'-O" 'h•HEADER OR U'HEADER70Pl.IOUNT OF STUD = - J {o�R y ss N �` Ra3o c! p8 = SHUTTER OVERLAP SHALL BE A MINMUII od OF IS TIMES'THE SIDE CLEARANCE FASTENER(�12'O.C.FOR DESIGN LOADS LESS THAN OR o � -• BETWEEN THE SHUTTER AND WALL EQUAL TO 110 P.S.F.& 0'O.C.FOR DESIGN LOADS GREATER THAN 110 P. F.ISEE ANCHOR SCHEDULE FOR /� �1/4'• ANY ACCEPTABLE ANCHOR - -� 1/4" MAX. 1/4"MAX. MAX J 1 ALUM.ANGLE 1 FASTENER @ 12"O.C.FOR "MAX z = BUILD-OUT CLOSURE PIECE DESIGN LOADS LESS THAN OR _ DISTANCE 1'x 2"x 0.125•MIN.TOfill EQUAL TO 110 P.S.F.&@ O"OX. 1 ALUM.ANGLE H EXISTING CONCRETE. 2'x S'x 0.125"MAX. FOR DESIGN LOADS GREATER CLOSURE PIECE o S HOLLOW CONCRETE BLOCK THAN 110 P.S.F.(SEE ANCHOR 1"x 2"x 0.125"MIN.TO ZOR WOOD FRAMING. EXISTING CONCRETE, SCHED.FOR ANY ACCEPTABLE 2"x 5"x 0.125"MAX. XISTING CONCRETE, HOLLOW CONCRETE BLOCKANCHOR) HOLLOW CONCRETE BLOCK OR WOOD FRAMING.SEE "MI OR WOOD FRAMING.SEE ANCHOR SCHED,BASED_, ANCHOR SCHED.BASED ON TYPE OF S'iRIJC. ON TYPE OF STRUCTURE WALL MOUNT CLOSURE DETAIL T2 BUILD-OUT MOUNT CLOSURE DETAIL T3 SCALE TRAP MOUNT CLOSURE DETAIL '€ Tt SCALE:1-1/2"=1'-0' SCALE:1-1/2"=V-0' 1-1/2"c 1'-0" v 5 B •�' Scale: . AS NOTED �O �V 1ST D Drawo b: 1WK �000��� 6 Tlf/ UUU Date: 09/11/2020 Wo ° JX Knezev)ch 1 TING � EXISTING Pmfesslonat Engineu 1/4-20 S.S.BOLT .1 W L/- BAY WINDOW HURRICANE PROTECTION FL Ucense No.:PE41961 &BOLT&WINGNUT 1/4-20 S.S.BOLT 1 @ 24"O.C.(TYP.) &BOLT&WINGNUT @ 24'O.C.(TYP.) 1/4-20 S.S.BOLT .=`•KNEZF�% 20 GAGE STEEL &BOLT&WINGNU .••.• CEAfS�:•,Cis.% BENT PLATE Ca 24"O.C.(TYP. 1 OR 2"x 2"x 1/0" A 20 GAGE STEEL N0.41961 i 6063-T6 ALUM. BENT PLATE 1"OVERLAP t _ ANGLE .. 1"O 2"x 2"x 1/B" 1 6063-T6 ALUM. BENT PLATE 4,. = ✓( MAX. MAX. •:P'• STATE OF .��ty�.• UT CORNER CLOSURE DETAIL U2 CORNER CLOSURE DETAIL U3 CORNER CLOSURE DETAIL �FSF10RID.••''GX SCALE:1-1/2"=1'-D'• SCALE:1-1/2"=V-O" SCALE:1-1/2"=T-0" •�S/Q�A�E�•• KC20-0414 sheet 5 of 8 ANCHOR SCHEDULE S"LONG HANDLE RIVETED TO PANEL 3/8"0 HOLE FOR U FASTRERRFAMI81R,1 SPACII'G(INCHES)REQUREDFORVAMOtS DESIGN LOADS ANDSPANS CI CONNECTION TYPE FASTENING PANEL REFERENCE ANCHOR 1,-2, o d V•-m sJ SCHEDULE FOR MAX. "' - M MAX SPATS LPTO SPANSLPTO SPANS LPTO 4,N SPACING 7• t• Gl k' f-`maE- o�t ~ ANCHOR TYPE �PSF 5'-D' B'-0• T2'•0• _ .R- LL• N PUNCH 1/2"x S IN H SFP (SEENOTEIi (SG:HOTE7) (SEENOTE7) ADJACENT PA RECEIVEz5o u m ' - THIS BOLT W/ .PLACE Bti7 X NOTE1 CON•M MNTYFE COWEcTIONTYFE CQ D4V7YFE PANEL OVER EJACENT �N 8 U.9 to (SE£N'OTE3) (SEENOTE3) (SEEh'QTE3) PANEL AND FlINGNUTS \ _ `i' rJ Z u LL R FROM THE INS vl Ea 0.75"Edge Distance �EH D. 0 p6m 8 ti�wsb a �h` CI C2 tl G C5 Ct C2 C9 CI C5 C1 C2 C8 C4 C5. \\\ :iEE FI w F 2 9OiYP. CO�CRE7E BLOCK Z a WW 48.0 16 18 16 11 9 Ill U 9 6 5 18 11 7 4 4 �02.0 18 16 13 8 7 16 11 7 4 4 18 8 5- 3 376.0 18 18 10 7 6 16 9 8 4 3 i6 0 5 3 3 1/4.0 Lag Suety arFlonger BoR 1/4-20 x 1"MA OINTERIOR FASTENING ANGLE ASSEMBLY W90.6 16I49 fi5 IB 8 5 3 3 180 5 3 3 Y2g SCRE151 STUD SCALE:1-1/2"=7-0"hNbodtvihGx0.55 120.0 16 f0 6 4 3 18 8 5 3 3 16 a b 3 3 WASHERED WIl - w12 O.C.(CONNE0.76'Edgo Distance TO ADJACENT W DETAILSn&n NOTE: EL' aauu t. C1 C2 C3 C4 C5 Cl C2 tl C4 C5 CI C2 C3 C4 C5 THESE DETAILS DEPICT THE 48.0 18 1B 11 9 7 16 8 6 5 4 15 7 4 3 3 11f777 CONNECTION OF THE LAST PANEL (rye bg� i e FOR AN OPENING WITH PANELS - �y 3 62.0 16 13 8 7 b 15 7 4 4 3 1115 3 3 WALL MOUNTED INSTALLED FROM INSIDE.USE ' ®= V u,g. 5"x 2"x 1/8"x CONT. WIDE N x NOTCHES OF THESE DETAILS SHALL BE IN 76.0 18 If 7 5 4 12 6 3 3 11 5 3 STUDDED ANGLE. ITYP NOTCHES CONJUNCTION WITH AN T z � 1/•1.OLag Sere'ri or Fenger Boa (SEE SECTION T) lTYP.BOTH SIDES) HEADER OR"U"HEADER TOP � �3•S - vNnin(.750pene0aron 90.0 i6 8 6 5 4 f1 6 3 1f 5 3 MOUNT. 7 a g e h Nbodwilh G20.42 120.0 14 7 4 3 3 11 5 3 n 5 3 {� NOTE:NOT FOR USE AS EMERGENCY EGRESS �= O OPTIONAL INTERIOR FASTENING DETAIL(ISOMETRIC) IV 0,76"EdgeDlStance �) N.T.S. - t� C1 CL C3G1SCI N-5- Of C2 C)G C5 k • _0 40.0 18 a 5 �' 9 -0 7 62.0 13 6 4 7 3 S r k10DRtATES: p 93 7/16.0 Brass WaW Bushing 76.0 f0 5 3 fi 5 9 w/7/8•enL`ed SEE S8EET8FORANCBOR NOTE5. h Nbodw1h Ga0.55 90.0 0 4 !� 5 5 r p 5f16'Opre-&l dhols 120.0 6 3 5 6 ANCHOR SCHEDULE O 0.75"Ede Distance 3 � Y! 8 FASTET$iMAXIM11lA15PACING(INCFT3)FiEgURFD E-0RVAR]OUS DESIGN LOADS AND SPANS y I C1C2tl C4CS CI c2 C3 G C5 G C2 C3 G rs V U Y 48.0 18 18 16 18 18 16 10111 131101161131 B 10 7 cc cc MAX SPANS LPTO SPANSLPTO SEd12SLPTO y o 620 16 TB 15 18 14 16 13 8 10 7 18 10 8 7 5 N ANCFpRTY('E LOAD 5,-0. g•,0• 12'-0' o K 114"06co Panehate Fro or Fenefe D 78.0 10 IS 12 15 11 16 11 7 81611619 0 7 5 F• .(SEE (SI£NOTEi) (SEENOTEI)- (SE3 NOTE7) s wl Slatard Fai'sh or Staidess Steel W tX17E1 CGVM1�TIQVTYFE COPISI;I�D.YTYF� COtd\ECIIDNTYPc y w71.7,Vedxd 90.0 16 16 10 12 9 16 0 6 7 5 18 8 8 7 5 h thbodwlh Gt0.65 120.0 18 12 8 9 7 16 8 B 7 5 11619 8 7 5 (Sff NDTE3) (S[3:NOTE 3) (SF]2NOTE3) - BE 2"Edge Distance s i 0.7ti Edge Distance W �IIIIii1HlAlIfUpUv w CI CZ C3 C4 C5 CI C2 Cl C4 C5 CI C2 C3 C4 C5 € CI C2 C3 C4 CS CI C2 Q G Ca CI Q tl G C5 48.0 18 18 it 16 it 18 10 6 0 6 151714 6 4 " 48.0 10 18 12 12 91161111117 5 16 8 5 5 4 62.0 16 14 0 12 9 I6 7 5 7 5 12 5 3 5 3 Q GS �1{� Scalec AS NOTED IHIiTiiiUilfUlllin 62.0 18 15 9 B 7 i6 8 5 5 4 g64 4- 3 K0 �rTjy151i+ Drawn b: )WK 914 S1ahle's Steellhbod Screw or 76.0 18 12 8 7 6 14 7 4 4 3 3 3 51251ain'."ss Stee151ti 76.0 T6 ti 7 10 7 13 6 4 5 4 11 6 3 5 3 tv/2'4ma7Arrmrhser1 w Date: 03/11/2020 _ 814.10SIan1-5s Steel S%IS 90.0 I6 9 G 8 6 11 5 3 5 3 fI 6 3 5 3 (h,� w/I.Weabed 80.0 1610 6 0 5 t3 8 4 3 3 3 3 w/20"suety e0bed y ,1"� J.W.Kne2evit6 h Grouted Bloch 120.0 15 7 4 6 4 It 5 3 5 3 11 5 3 5' 3 V.v Pratessional Engineer isllbodwlhOx0.55 120.0 18 7 5 b 3 13 8 4 3 3 3 3 p HURRICANE PROTECTION FLLlcense No.:PE 41961 IN0.7V'Edge Distance 1V 2.5"Edge Distance 7 .! NEZ aU11f111UU11RgU[v tl G CI C2 cs CI c2 C3 G C5 CI C2 tl G C5 ...- CI C2 C3 G CS C1C2C3C4 C6 GC2CJ04CS :••1-`.�( ..•'••• �- 48.0 16 t3 10 7 5113 7 f2 6 3 10 5 �V d,n�1U1111111 48.0 16 1I 7 B 6 13 6 4 5 3 f0 4 3 3 11:M ,.•��OEfVSF.��',S;•�• 620 IB ti 5 7 6 10 4 3 4 3 7 3 3, 82.0 10 10 12 8 3 f0 5 9 4 7 -0 Q N0.41g61 414 SIanL+ss StedV&A Screw or 76.0 15 7 4 6 4 6 4 3 7 3 SIIS•OBco or[AvaX 76.0 15 181101113 8 4 9 4 7 -0 •� , 914-IOStanleas Steel MIS Wracon 90.0 1114 12 7 0 4 7 4 9 .4 .. 7 4 :>'`(• 1r4 vr115'erthed 90.0 72 6 3 5 3 7 3 7 3 w/22S ertUed T h Nbod wlh0a0A2 12D.0 9 4 3 ' 7 3 7 3 hCrouted flock 12Q.0 8 5 9 4 � 7 4 9 4 w 7 4 :,OC 7 /d zDz� % STATE 01. f ass IVA���'•••' iCC20-0414 sheetfi0t8 I I L9 u R mA � H�`E ANCHOR SCHEDULE ANCHOR SCHEDULE � a ,.6t 8fr FASTEN3131PXML7'4 SPACING(INCHES)R81DREDFORVAMOUS DESIGN LOADS AIDSPAIS FASTMERMAXIMU5I SPACING(IMM)REOIAREOFORVAMOU9 DESIGN LOADS AIM SPANS sa'L� (� MAX SHINS UPTO SPANS UP SAYS t1PT0 SRLtS IA'TO SFAlS IA'TO SPASI1PTO = MAX S1b116 UPTO SPANS UPTO SPANS UPTO �i uLL'�'� F LOAD V-W Y-0' S`A• Y-0' 170' a' V f7 ANCti0R73PE LOAD 5'•D' Y•0' I7•D' © '' O F S� (5�ND7E f) (b�lX)TE1) (Sfflx)TEi) (SEENOTEII ISEWTEI) (SENOTEI) N ANCNORTWE (PSF) N 1 kOTE1 COtOJ&I1QY7YPE (X)S0,Ec11D:S1YPE CO,\'�DOIS7YIE COhTFGSpE1TYFE CO\LCEION Nf CONA8:110.VTYPE U�j S� (S�NOTE t3 (6EENOSE7) (SFENOTEI) to _ X ® o I W (5t£IX3TEJ) (SEENOTE3) (5fftx)TEJ) ISff1ATEJ) (SE1tDTEJ) {Sl£It07EJ) W tX1TE1 COM✓�Igt7TYFE COt,NECOpVNPE CONht�T/0t4TYPE .14 1.5"Edge DIStanw 3"Edge Distance (SEENOTE3) (w=-nOTE3) (SEENOTE3) 1� 26 Edge Distance G Cip GR C1 QpGCS CI Qp G(S Ct C2pGRG C2pGR G QpG CS �,.�h- VI J 49.0 1018141018 IB f2 7 781218 e b f2 9 16161510161013 0 16 15 10 ID a 1611 �( {-- r�-- CI C2pG csc1 Qca GCS C1 QpGR 0 a 620 18 18 11 18 IB 18 9 B 12 9 14 7 4 A 7 18 16 12 IB 1B 18 10 $ 18 it 16 7 b 13 8 L�,C-ri_. �y qB.O iB 18 18 16 i6 18 fq 9 16 it 18 f0 7 12 B C� t/4'Offviol ItlexTe fa0 _ 620 t0 1B i3 16 15.18 11 7 13 a 'fa 8 5 a 6 P 78.0' Is 14 9 18 1J 18 7 5 10 7 1/ e 4 9 0 18 15 9 to 16 f8 8 5 14 9 15 7 4 12 8 d W ellmasealC...o 00.0 fe 11 7 10 ti 14 0 4 9 B 14 8 4 9 6 18 1T 8 IB f4 15 7 4 12 9 15 7 -0 12 8 114'OEcsP4ns11e1apo 78.0 18 t0 f0 18 12 iB 9 5 10 7 10 a 5 9 6 I W/1.75'0mbed of FaMIS DW/S".1d WIh g0.0 19 73 a t6 f0 18 B 6 9 6 ie a 5 9 8 In 3 ksl C4naeD 120.0 16 B S 12 B 14 G 4 0 6 14 6 4 9 8 1a 9 8 l010 15 7 4 12 8 tb 7 4 12 8 WIi-214'wbod g"Yo 1.5'Edge Dlatanee 16"Edge Distance In 3.351al Dowel. 120.0 fe tD 6 tz a 1s a 6 9 a In a e a = o WN VJ ZW Edge Distance Ct Qp GCS Cl QC3CA CS CI C2pG RGI C2pG Rp C2pG CS Ci Q pG C5 F �1 - Of C2C3 G(5 C7 QpG C5C1 QpG C5 480 10 18 to IB 15 ie 9 5 it a 1,4 'e 4 8 6 18 18 14 16 i6 16 12 B. 18 15 i6 9 6 18 11 k--�C 46A I6 10 f4 I6 t6 1B 12 a 15 t0 1B 9 a 11 7 gy 820 16 12 8 t5 1I 14 7 A 8 8 11 3 '-• 8 4110115111 18 16 18 9 6 19 11 15'7 4 1418 J Orico 1/4'OMYSL 1d9xTapcon 78.0 IB f0 8 12 9 12 5 -.��••) 7 5 10 5 8 4' 18 14 9 18 19 18 7 5 15 9 .14 7 4 74 a 620 to 13 it 11111111. 9 e 12 7 15 7 4 9 5 s4n v5u bteinigSS$feel op0 18 a 5 10 8 10 5 !1 8 4 10 6 0 4 16 12 7 1B 14 14 7 4 14 a 14 7 .4 14 a Ot2 SlahL SleeI SPAS 76.0 18 14 0 18 it 16 7 5 B 8 14 7 4 8 5 w/1.75'embed viJ20'e/cWalAtmx Yuafl 80.0 19 12 7 15 9 14 7 4 8 5 14 7 4 8 5 0 ¢; Ina ksl Conaels 120.0 to 8 4 8 fl 10 3 `� 6 4. t0 5 �_; 0 4 fa 9 6 ie 10 14 7 4 14 0 1M1 7 4 14 6 w12.0'stteW-bat!-I 1.25'E-0gB Distance 26"Edge Distance h20 ksl COxf� 120.0 I6 B 6 11 7 14 7 -0 8 5 14 7 4 8 5 °t3 W - /j- 2V'Edge Distance o 7 - 6Tf7pGR CI C2pG R is C2pGR 16 Ct14to RG Q(a GCSG L2pGR --�Ir--- I% w I� Of CZpfA C6C/ QpG RCi QC3 C4 C5 33 \'1'1r7 48.0 IB 7B i4 16 iB 76'127 11 9 i6 9 S 8 7 16 iB 14 f0 1fi 1B 12 8 IB 1A18 9 8 18 f062.0 I6 19 ti t8 13 t8 9 7 14 7 4 B 5 i6 16 11 1fi t1.ffj5 7 4. 12 8 48.0 16 10 19 18 i6 18 t5 9 IA 11 18 ii 7 121,1 z1/4.OEIW UE=. 76.0 to fJ 9 f1 n 4a 7 6 t4 O 6T-0 t6 to 1J ifi is fe n 7 f2 a to a 5'w/SfalAafd CaaSng @ 4 6 5 16 14 9 tB q 7 4 72 B =. 1a 11 7 11 9 N 0 5 14 B 4 0 6 1G 12 7 16 4 7 4 12 e U 0f25ts'nvs Steei St.1S 70'.0 IB 18 11 18 12 1B 9 8 10 7 18 8 51v/1.75'emhed vrJ276'EyeriBtAmor hsM 0IB 14 0 IS 10 iB 0 5 9 B 18 8 5120.0 50 8 5 0 7 14 0 5 14 6 4 0 5 18 9 5 15 4 7 d 11218 vr125'suex eaM7nen1 1° h 20 fatC at. 12SO 10 11 7 I1 8 18 3 5 9 a 18 8 5 D w 1"Edge Distance 2.5'Edge D)stancs - 1.17'Edge Distance y T IV7,II12=]`Itmm�'_'EI1"II Cf C2pGR CI QpG I R CI ppG R Ct C2p G G5c1 QpG CSCt C2pG cs VJ of ' C7 Qp GCScI ppGRCi C7 pG FS E.K. 'Se 18 i5 10 15 to is a 5 6 5 13 0 '4 6 4 16 16 I6 iB 18 i6 IS 9 1a 13 i6 101711819 � R 48.0 16 14 9 iB 12 16 8 5 11 7 12 6 3 'B 5 11VO Min Gaup 820 18 12 7 t1 0 14 8 4 0 4 10 6 3 4 J IS I6 13 ifi 10 18 11 7 16 t0 t° B 5 12 7 62.0 10 11 7 16 10 13 0 4 9 5 9 4 3 8 4 ' Sofia-SelAnchsr 7d.0 t6 9 8 9 a 11 6 3 5 3 10 4 1 4 1 18 18 f0 f6 41 fe 9 5 13 0 16 0 5 12 7 W/7I8'embed 76.0 16 9 5 13 a t0 5 3 7 4 9 41 0 4 R I a0.0 18 8 5 6 5 10 4 J 4 J 10 g J q 1 IB I3 9 18 I2 16 8 6 I2 7 IB B 5 12 7 114.0410 SSPoness Tapper P00 i6 7 5 11 e 9 4 0 4 9 4 6 4 In3A lul Canasta v+11.7S eol�ad - 7 8114.20 S.S.Ihddns Sfrem 120.0 10 6 4 0 4 10 4 3 4 3 10 4 3 4 J 16 10 8 15 B to e b 12 7 18 0 5 12 7 h3.0 W Oxlcrelo 120.0 12 5 3 0 3 0 4 :j B 4 9 4 C 0 4 1.25"Edge Distance 3"Edge Distance 3.0"Edge Distance _ YJ CIQpGR G C2pGRLy C2pG RCI C2p GC5 CI G2pG RCI QpGR W $[glace AS NOTED CI C2pG R GI QpG RC1 Qp GCS 48.0 18 15 10 16 10 tfi 8 5 a 6 13 B 4 B d IB 16 Id 18 t6 l6 td 9 18 t1 IB 70 7 i6 9 Et-�f�_ q8.0 18 16 16 18 16 18 78 f0 18 14 16 12 7 18 10 Drawn by: )WK 620 10 12 7 11 8 14 a 4 6 4 10 5 3 4 3 16 16 13 10 18 IB 11 7 IB 10 IB L. 5 12 7 620 16 16 14 18 16 18 12 B IB 11 tE 9 6 13 a Date: 08/1]/Z020 1(4'OMOenntam Fasteners 78.0 16 9 0 0 B it 5 3 5 J 10 4 3 d J 1B 16 10 18 14 10 9 5. 13 B Ill 8 5 12 7 LIN.Knexevich NA0fO Meant ConeSaew 7so 16 i6 It 16 le f6 10 6 14 9 i6 9 5 13 8 Professional Engineer Me Is 8 5 0 6 10 4 3 4 3 10 4 3 4 3 18 13 9 16 t2 lf: il 5 12 7 10�8 5 12 7 ilb•6410 SS"am Tapper 900 76 15 10 10 11 to 9 5 13 8 i6 0 5 1J B FLUcense NO.:PE41961 s1/(.76'embed W)1J5'emtted In 3.5 ksi Corimle 120.0 11 0 4 B 4 10 4 3 4, J 70 4 3 4 3 18 f0 fi 15 9 18 B 5 12 7 10 8 5 i2 7 In 3.0 W C-19 120.0 18 it 7 10 10 16 9 5 13 a 18 9 5 13 8 �cNE Fe* �;�... AKaAk1aTE6: �'�� ........... SEESHEET8 FOAANCHORNATEs. NO.41961 v q 'L liVVlGGlY :�1. 57ATE r4sr�t �(//rZo1d HURRICANE FTECTICN `,••''S�ONAIE� W RO KC20-0414 Sheet 7 of 8 i ANCHOR SCHEDULE ANCHOR SCHEDULE 2 FASTBni(MARDIIFA SPACIlA(L'1Cl0.il it®C1P®FORVANOVSCBIQ7LO4DS AhOSPAlS FASTEMIMAIGULPA SPACING(IN0113)REQUF®FORVAMU9 DMONLOADSANDSPANS 9 V 1' .3 urnE i MAR 5PAWLPTO SPA!SLPTO SPA!SLP SPATS LP TO SAWSLPTO SPA!SLPTO ES MAX G��Lu v°,S LOAD - K. �!;il PA15UPTO SPAtStPTO'SQ• S•0• Mo. S0' 91 77-• F- LOADA1ICIgRTYFE (PSF) B'•0• 17-ff r� N 5-rS@ (SFElATE 1) ryff11DTE1I ISEEtATE II '.ISENDTE II ISEEtR)fEtl (Sl£11DTE1) AHCHORIVPE jPSF) _ I� Z xNOTEI ��?ITYT CG7.9,MITY1E =&,Zi0rfTYPe Mt-ECTIONTYPE GUNSNCNTYPE OON1 DDNTYFEysff ffNOTE11 IS[Si1JOfEt1 (f) Uu �W - ISEElATEJ) 15ff1IITE71 151EtD7E]) (Sff1A7TE]j (StENOlE71 (SIEFVTE]J. lATE1 CIXIMIICNTYIE CC4i73CT1RITY 0 . EEluIE7) {SffHJTE7J 20 y'A Y Edge Dtstanco 4"Edge nl6anco U Y! CI Q O C4 CS CI Q C3 C4 Ca CI Q O G O CI O O G CS C1 Q g G 0 CI Q O G O n, 3"Edgo DISfaDCe ',r j e m 2 48.0 B A 0 4 6 7 6 �,y q, It 5 11 s. e 6 4 ;ij 4 .ter^}�v1 C1 C2 c3(A G C1 C2 C3 C4 CS CI C2 C3 G C5 IL t PF TJ 1 Id l Ja 1 FE 3-_a :S } 1�4"'' 4Ba 16 to e u e n s 't 7 a e A ;,I s Lu B2a 7 ;j _I 7 ,.� 4 4 ( ,$ B 4 B 4 6 `� 6 ,� a 7.T 820 16 7 b 11 6 9 4 ,f.i B 6 ]'�•s' 4 ® ad u Ise o h s ,i�4� iiG7t��lw:3 7 ?' 1 14 ,g 4 s;�� 1P4sol�r9�eRa v v/°1�a aT Pu" BOA s `<1 ! 5 +i��i ' o TA.r.3 9 x s i? s s A N M!3 41�E�''�T�J� «FmrceP 7s.o t7 e d s s 7 �:y s �j s �gJ A -� vdRalaardCuriv 90.0 11 5 7 4 6 �•'4 6 A rdl.ff ee6cdhtbber.Elxh 120.0 rf%PE t4 .1?H it MI NJ R4•":3 :Lr3 3!6 4 ?3+ :� +f 3 !"�S.'G?6 wrt•1r4'eema - .ia ;57 �1 "'i W 1•Edge Dlstaneo 2.5•Edge DIEWFICE) In FWWi ITaek 120.0 5 4 „:� 6 'j 6 .M Wj 4 >rJ 6 � � 4 '( � CI c2 c3 G CS CI c2 c3 G Ct CI Q O G CS Cf(2 0 G G CI Q c3 GCS CI Q O G CA x, 2"Edge Distanco ¢, z [I- ':a'..•.t'"ir 43.0 14 a 4j B 0 7 WAIN N M w Iq Ill IA 6 y1 13 7 7 4j :� e ����9 �`T CI Q q C4 CS G Q C3 GCS ci Q q u , � 620. 10 y T 6 }� il?ID ,�Ij a .`� 6 ,� F(;?3Z [[_� 49.0 10 11 7 14 9 12 6 J 6 5 0 4 t:i 6 a !/o bzo Ise s tt 7 9 4 a s s 7 a j 4 vq•0 3w ur:on 3*�iF 3i°�J F 116. 1 e . Y O B00 7 y,�' s'g Al2S1ei n%&e*IS55 76.0 14 fi 4 9 b e J i� 6 J 7 D ,3 4 w/i.2sa eod'Few n eftt 1200 *' a sq y py�9 ,F?54 a IR 1 a v E?:`•.�v 14 00 wf2LyexalAr mr hsed 90,0 12 5 J 7 4 7 J' 4 7 3 wP 1-w serex eBOed �� 4 ] z g O w - 1,26"Edpe Distance 3"Ed}je D751anco m In HY..V Pock 120.0 9 4 5 7 7 7 :" 4 �, 7 J �T 4 O 6 CIJulg G G CI Q q G CS CI Q O G q CI Q q G CS C1 Q MIDI CS CI Q O G G O 3"Fltp9 nl5anw ,�j aY 3 p 10 7 5 9 B B 4 5 J B a J '*I IB fi 0 IB 13 10 8 '6 12 7 IJ 0 4 9 5 p �]-•• y YI G Q g G CalC1 Q O G 6 Ct Q g G O 020 12 8 a 7 g 7 J 1 � 6 y}1F a I�I5 fi 7 IS 10 la 0 4 111, 1D 4 0 7 A = q0A it b Il S a 6 JAL'S, -„ f 3"..{"+��!?IB O B 14 B 11' 6 a 9 A J 7 4 rN•9 JM«AtO SS _ }p t/q'OPY.m.,GrwP SeT6541AnN« 740 10 S J 6 a b i'1 a i 6 62.0 w/7/6•-tea a 1tRIe:I Pock WHue Tepper' 61/4.20SIakku 3e.11M Nu 9D.0 B q 4131 b b ;y !�16 8 6 It 7 0 4 J 9 4 0 7 4 «FLIm,Seal CealN 7oA 7 aiA a-ir 7 I`i 4 �,,f; -y •'•,,,� ` .l'� S.- 120.0 6 J �J t2i 5 F�'jj tgjJ S ?,�i{12 6 a 5 S B 4 J B 4 J ] A w/SS trtbLd W.0 8 W Ito Edge Distance 25"Edge D d letanee CI Q O G O CI Q 0 GCS G Q O C<CIS Cl Q O G G CI Q Q CACE CI Q O G LS nFk eB 6xk 120.00 18 8 5 9 5 E 4. 5 ! 7 @ 4 ;1 16 B 5 16 9 10 4 IAe 9 S 620 la e 4 7 4 7 ;'AI 4 T' S ;f d al l4 6 4 12 7 1 .4 7 �) 5 2�1 S "t . 1r4•DLTi,nlanfastaiml.Flu1 78.0 in S :•()0 ;a 6 'j y 5 45�7 11 S ,�10 9 e S$ 5 y^+ 5 'A 6 1j AnNw GAbeh SaPw 80.0 e 4 .:J 5 `7[ 5 Z `.t"�`t. 5 (� 9 4 e 4 5 SJ S d 6 R•j� b ei o w/Ri-l«Qrzninxl ,co ,e7115•<65m1,1t2«e e«k 12aO a .:1 Y'3 .f s -,:S!!sl• .i 5 ;� a'iiJ 7 ;A ' s :J 5 :aT'.3 0 3 s zI_y 5 :i .N XXWA WTES: a ' m I. SPANS AND LOADS SHORT)HERE ARE FOR DETERMINING AK ORSPACVIGONLY.ALLOWABIESHUFFER SPANS FOR SPECIFIC LOADS � k MUST BE LIMCIED TOTHBSESHOWN IN TABLE 1 ON SHEET2. - "e A. AN EfFECTIYEYlIHDAROt OF 10 So.FT.SIfAILBE USED FOR DETERMINING WINO LOADS FOR ANCHORS. n€ 3, ENTER AlICHORSCHEOUfE845EDOTIMEEI(1S71NG STRUCTURE hWTERW,ANCHORTYPi,AND EDGE DISTANCE SELECT DESIGN LOAD GREATERTtUV1 OR EQUAL LTD NEGA1LVE DESIGN LOA00HSNURERAHDSEIFCISP.IN GRFATER1NAfl OR EQUALTOSHURER SPAN. g 4. SEE MOUNTINGSECILONDETARSFOR IDERnFIG710NOFCONOIECTIDtITYPE S. EI(SIUIG STRUCfUFEIAAYBECONCRETE IC-90HOILOVICOSCRETEBIOCK GROtfTED fdASONR$ORWOODFRAAIING. - o ADFRDI[EANCHORSCHIOULEfOA PAOPfRAHCHOR TYPE EASED ONTYPE OFE1fISTINGSTRUCTURE ., ale " 6. ARUIORSSHALLBEULSTAIUDLYACCORDANCEVF1TNflJdIUTACEURERYRECOMh1ENDAH Scale: AS NOTED DNS, _ Sc 7. MIIIg1Uh1 EMBEDhWfAIID EDGE DISTANCE EXCLUOSW Drawn: : 1TE AIL,IWISHORSIUCCO. - Date: 08111/2020 S. YIHERE gal,'G STRIKDIRE S POSFTEBSIOHEO COt.YAETE CONTRACTOR SHALL LOCATE CA6LES PRIOR TO ANCHORING AND - 1.W.Kne2evlch COOADUUITEAN[NO3AGESUOITNATCABIfSAR NDTDAhLIGED. PI.W.Kn EngTnear ezavich 9. WHERE 00STING STRUCTURE 1S VIOOD FRAhIRIG,WOOD FWAING CONDITIONS VARY. FIELD VERIFY THAT FASTENERS ARE INTO FL Ucense No.:PE 41961 ADEQUATEI'/000FRAAIiNGMDA8ERS,I,OTFLY%V00D.FASTININGTO PLII'IOOD 15 ACCEPTABLE 0HLYFORSIDECLOSURE PIECES. 10. V.'HERE LAG SCREVIS ANOWDDD SCREIVS FASTEN TO NARROW FACE OFSTUD FRMII?n FASTENER SMALL BE LOCATED IN CENTER OF ..•,.•; ......... .... •. N(NAQIAL2-X4'(MINI•JOOD STUD.314'EDGE ISTANCESACCEPTABL FORVIDOD FRAhIING.WOOD STUD SNAIL HAVEA MJN �1 C. DDIg1YASNOTEDD) ICHORSCHEDUIE SCrID'ISSbALL HAVE PHILLIPS PAN HEAD ORHEX HEAD. ......,L. , 11. NAACRINESCR INS SHAI HAVEAUNDdUMOF I/2.ENGAGEFANT OF THREADS IN BASEANCHOR AND h1AY HAVE EITHER A PAN HEAD, - _ '•��'�' 'F••••y TRUSSHEAD,ORWAFFRHFAD[SIDELAIX OLTI,u.o.tl. Na.41961 ' 12. EIDES!G.YATESANCHORCONDMONSTHATARENOTACCEPTABIE USES. _ 13. •DES!GIWTSRICHORSTHATARERDAOVABLEBYREMOVIIIGhlACHItIESCREW,NUr ORWASHEREDLYINGNUL I a. ACONDITEANEO5 SMILE BEVLIED IN UNCACKEDCONCAIE ONLY VAIN COhfESENIHI ND IN OSCHEOU OQ SP/�20Z0 STATE of IS. VMEHANCHORIHGTOCORCRETEBIDCK,SDS AND IMPACTDRR6 SHALL NOT BE USED TODRILLIWOIAOCKORTOJNSTAIL O �l'.� .,++1VJvV ••O ••,•ScCORI ••���• «..r,6,,�. CO!iCAETESCREI'rS. �%�FSS�pNA�Ec��'� ICC20-0414 HURRICANE PROTECTION sheet 8 of 8