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SHUTTERSNOTICE OF ACCEPTANCE: 1. Renewal at Acceptance (approval) shall be considered after a renewal application has been'filed and the original submitted documents, including test supporting data, enginee:in, d ocuments, are no older than eight (3) years. Any and all approved products shall be permanently labeled with the manufacturer's name, cir>, state, and the following statement: "Miami -Dade County Product Control Approved ", or as specit caliy stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a. There has been a change in the South Florida Building Code affecting the evaluatio of this product and the product is nor in compliance with the code changes; b. The product is no longer the same product (identical) as the one originally approved; C. If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product; d. The engineer who originally prepared, signed and sealed the required documentation initially submitted, is no practicing the engineering profession. 4. Any revision or change in the materials, use, and /or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a. Unsatisfactory performance of this product or process; b. Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purposes. 6. The Notice of Acceptance number preceded by the words Miami -Dade County, Florida, and followed by the expiration, date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. i. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection ac the job site at all time. The engineer needs not reseal the copies. t - 3 - A.PPRO VED : APR 3 0 19 93 EXPIRES 0 !/O,.3/100 f STANDARD CONDITIONS. 3. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Notice of Acceptance consists ofpages 1, 2 and this last page 3. END OF THIS ACCEPTANCE ei .rny.Aqakar, ?.c. -?_od Control = ,..plc: examiner Product Control Division aft 4 PCL CZ."4CRETE ,RECL A CR G:NCATE eLCGt ;vKL RECUIRQ S CULE FCR FIL. SC: nc.4 � ro C.4ss cf EXIS7714 MNCC•4• ca s C. 0. /10, J / S. S. X S. CR J/15 I Num. PCP Rfi.71012'0.C. TE LCC47 C.v FOR rcP LP F, !_s_ - SECTION C cC.`rC4E'E NNC'+CQS (SEc SaiEDULE CH SHEET d d Ncrr 7 CN gear 1) 1/4' 1 -11 11 1 1/* PM sW PNILL:PS actrs / O 12' C. C El El coNc. . a R C cis (Sc= SCi EUL.: s;•E:i d d NC1E 7 C.V STEcT 1) 1 • Llirt. 1 2.7/ old' 1 S vs' LGNC ; PITER1CR) 1 1 BGSrC (7 !W '�p. 11 1 11 1 11 1 u 1 u WALL MOUNTING INSTALLATION (BUILD-OUT) SCALE : J /3 _ 7. if? ,s' 1;r/ 7 /re , , 7/a' vrt014 g is 1 C ( Y y p , rC dl acrrcx ExrE c ) :CTiC.v, ,� ) /1? , J /4' 5 11 !/ S CR J/1 dr I Num. PCP & ETS O 12'0. G 1/4' 1-20 SS , 2,/4' PAN HC AO PkILL:FS E- LjS ;Y/ NUT O 12'0. 0. • TYPICAL ELEVATION N. r. 5 E O. - E: E Cr: r.1NC: (_ SC -EJUtE CN S•e d Cf 10) 1 N E FCR CC, dE1ru r !CN Cif sE'.. CNS : C. EE ill ANY YA ro r MY G iHSTA:A770 4 . AMINO AS CCV.YING 'NTd IliE S .11% ^ .CAIDA 9UILDING CCCE OAT' 11 3-o 14 8T P°COliCS CC iaa oincin 9UI1.0a'IG CODE CCUPL:ANCE UM 'S c:'?c tANC; NC 4 ' CAGE CcuNrr iILlE .;1117 rr.77 NC 1t E,VC:lE_?1J46 C1:410AR LIAO 4f :41.1. It. 2. J1 /, . x •LG•a :Jt $• : (11)/71. ab . f/ : (-1:11.41? .12:7 NAL,T1 A. rn.ur :r_ ➢. C Ftc Lc / RSSICEYP�AL s r i ER ACCCRClCN SHUT sc,a ZqY ' ./.r h CZ4. 1 AC. UM . h'GW1 O nCCNPANY 1ca11 1MtJ SRE9. w d, PLCAIC ill 17 A - } YT 1 .16 I ▪ J 1 , I r I 1/24/19 . r7 99 -3.: L+t ht ;+. Sr+t? J Cr : cc G?t7£ ANC,CRS '09 * r• 7 C.4 -ET 1 \ Pct -qc c?eF CR zrocIfir atccat ;wcL Rev 2's2',.121'CR 1'r r r.C9o • ALL11742.11 140 (5461 ALL:7) J /d' 1 hCLC Fc ' LCc?Q c; P74 J /r1' • Num PCP Rlefil CR 114 r 1/4' 1114.1 0S'C. C (7o) r' CR 0 (EErC C) CASE 1 2 .1'r .rr .090' ALLxdL t 1 1L (5C : -1: ACLCY) RCM 1' r 1' r .121' C.:nG Nurr,~ ,WCs (5C6.1 -r1 ALLCY) CR� (_Ercvc) (3E`C1vc) (3EYG14) REAR CR (ae cNo) (3r. .vc) 1' 1 Num ANGL (5C41-41 ALLOY) : /rs , Aar.. ra Rlti£? CR / t4 r J /4' SSS✓LS 0 5' a a (-, C Z cn SECTIONS E scALE: J/8 1 1/4' 0-20 r 1' LCNC S. .1 1. S 0 L1Ci+EC•Tt CF (o O rC.vt CR REAR (r,.) 2'r 2'r.121'CR 1' z 1' r .090' ALL'14NLA1 TUBE (5C1"-- TS ALLCV (4) :M , Ntart x• RIVETS CR 1 KS J 0»P») 2 ANG -CRS jC4 AMCL: dr0CRO CR � (c'E7GV0) SECTION D Sc4LE• .3 /8' = r' CASE 3 :/ J' I Alum PCP RIVETS CR/14r J /4'SS1 S. 0 5' a C. (77p.) (a£rCA∎0 SECTIONS D, D' & E ?( /O ® ** . .SCALE: 3 /a ' _ l • o 2' a r: J' aso• —. E P.: r I 2' r . r 7vEer Sz_ ' • ' (1 RECL1Ru ) 0101-11 s ALLOY) cc( cF ISOMETRIC Ar r C P rya. ,u �U &s (CORNER POST) & 5C , J/3" , HCt. -C FCA L CC.r 74 1/4' 4-20 z 1' LCvC PCLAEJ CacC.q - E CR Cc c rr BC W RECLrR£J CC � E A,C+CAS / 4 09'aa Ncr7: 7 cry s( ��: !) C.:NC.r: c ANC 0 3' aa (.z .407$ 7 ON Sr'E:r 1) e OO C R O C R (Ser.lkrC) •• ACTFJ a LCoct Apo r r>? Loa Ge-44.S Side./ GV 17‹ 9 WI; aura iC t .c .LZ4 3 3f' (CC 3Y LZAC LCCr CL'P r457 U:7 r 7+f +[St( Cr £ w/ 1/4' ,-M t 1 • S S StC(ri_( 3CtP 4S 9-4c Gm SE_. 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A4 £ CASE' 2 r 6.1 SECTIONS E • J /3 • - 1 1 1111,04 SVC 1-1f.10 -1n I U fRCNr CR'® (PErCNC) fRGYT SECTION .D SG!: J/r = 1 (•) J /16 Alum PCP RAITTS CR S r u t., I J rral S. 2 ANC CPS _ ANC.L: - - - - - ••••,.., ---- -- ----- --------- rr2•r .125 CR r r • .090• ALLxdlNU'tl 17.,'8E (SCsj -TS ALLOY) CASE 3 ISOMETRIC ' RNUrt (rri) .1/15 1 Am. PCP R15'Eis' CR / t4 J / s s s Z s O r• O.G(rrp.) 2 " r 2'x.123' CR 3 r J r .090' gy m. TUBE PCST 2 • r 2' r .123' r TUBE; iI5 (JC:, AN (2 RfitaR:J) ' rs ALLOY) • /r. ,`7-rcP (CORNER POST) It eC 1 c4 31 -AaS) / -, 1/r 7,tc fCR LCC,VOC PltG r�t,.n ^J Ct.rt -Ri c / CR cCNGqEm REV.: MALL R£cL,'A� C: vcv� A.vC 1CRS 0 9' C. G Mi I c i 7 C.v sWT 7) (3E :'NC) FRGYr ONE SIDED SHUTTER : END CONNECTION DETAIL J/a • f1LtEco1. TZLLIT TLYT V ! L`.G1vfL.7:l41 C^.a/P VY Law 4t. 7A ]t.. }a 7t7, 4. '/.GP6 RC.••:• ::rt1 A..r : pat41t -11:4 . t : P21A7t 2.4'E7 A. %'LL.? i, P. E FL:A1G L c. / N /1T C CP.('i c AMC,CRS 09'C. C NCrc 7 Ct4 Sr'C• 1) Ntt:N Si E.l 1ff. 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F • S}+ur'E?S 7rsr<C+r7 A2C.£ :0•-0• P 'i.Ar7C.V cf 3C;rt: ;& LE Ar 3c7-CL CF AIAX /AI UAI DESIGN PRESSURE RA T1NG 'W". ANO C MI,,/ AX UAI SPAN ' SCHEDULE. (Z FOR Sc'C77CNS A, A, - S 2 & 3 Cr 10). CEaGV PRESSURE RAnkoC CCRRE. PCNCS C1 rC se.--4771, P,RES:R (SUCr1C, & C C h9 A £ 7 -68 CR:r .4 FCR A C: ^ REV CFEvrNG. !F NECAT7VE PRESSURE VALES CC�NFCY 'Mrrr rrie RECUtRED PRESSURE FCR plc r � � FR MC. AU7Cx?GII � Y CLAL'Ft MO N£O NCI' TO EE CNECXE;J ` 1'L.T rssrxc a CrG'1rLC uC =4110.4117 ..w 44 4% :L Aft Z1 . '.P^JY :. ,1Se01 :J7 MI r••• : pn;.n -,yy . Asp ; lxa:o+ x4. E? A. rt.11r .e. ?. C F! CR,U C.'e. / •4157 TABLE 1: 40041,74 SF'MAnV4 r 3CloCY 2.4$3 AID Sur,Et nit A arrel Sritrrra S?AN t' FCR S9 77E?S xS +cJ ',NrrDV FAST Ja•-(r MOW' Gt1CF C. A :.c' 4: r+.7 a -r ..Co V S 4.t. 3E uf,4.5VC Ar 3CrCL CF Sn111,Et SL m.. .v 'S' ra 3r Yt.1SLRE7 AS :CUM Gv SF:.7GV q S/Fe7 4 CF !a asa / REErcEvr,4L E ACCCRCICN re+unv? ' s X+eK LAW ,.a1072 K r XGWar ?� .? 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S <*? CM SC'+E?uC .. rcp r _ S.nl7 ?S .16"7.4.:_; ABC),E JO' • afiAr.CN :f Bt /t iNC rIC4SL AE? AT 3CTT d ;f STN.,77 7 MAXIMUM DESIGN PRESSURE RAT ING "W (p.s,f AN0 CORpcSPONO/NG AlAXIMUlf SPAN "L' SCHEDULE. (VALID FOR SECi70N S & 8T 2 OF JO). CcS /GV PRESSURE R.4 NC CCRRESPGNCS GAILY TO NEGATIVE PRESSURE (SUC77CN) L in � � r ;y> c A c 7 -88 G?!Tc?.t FCR A GAIN CP ZINC. 7F NEG4r?VE PRESSURE VALUES CCMPLY Mrrl 7r!E R_GU!REC PRESSURE FCR T'riE cp PR.- TC L'R. iV/L AUUA77CAL. CUA tit ANC NEB NCT r0 EE CNE..<EC. 11LIECO11(C. T7LLIT T:5770oG t EhCNCERING Ct iP Y? owl t t . h IT 7. 1401 Gnf.1tM 44.04 JIM 190.0 : PC/A7t •11;4. Tee : C. A" - 13.47 4 ETA A. 71117? P. G P.Cnc.4 L 4 4 1 37 11 - TABLE 1: NDVnrW WW1AnGN r BETA•EEN 2.I.S AA0 s r7E7 PCP A ascv SALT E7 VAX t FCR S}rti7 vs ?VSUL L£7 41774,1 74,E RRSS 30" AaCNE CRAGS Cf A Z.CV 3t4;04 .0'-0' ELNA7ICN 57.4,41. 3C J C45 C At 3C7TG/ Cf reltiTIV SF'MA;;QY r 70 3C YEk57.4 O AS iVC.447E1 GN 5E.777CN R ShaT 4 Cr 10. swr S. 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TO PANEL SPAN) AMENS t= 0.063" TYPICAL — 0 0 N SECTION ) I TOP MOUNT } ANGLE BOTTOM MOUNT FOR ALL INSTALLATIONS SEE TABLE 2, PAGE 5 OF 6 , FOR REQUIRED SEPARATION FROM GLASS. 1.00" Ns 1.00" (TYP.) STORM PANEL SCALE : 3" = 1' -0" SCALE : 3" = 1' -0" SERRATED PANEL EDGE, OPTIONAL i .� 1.00" t) \1- � ;� s � `c \`. 1.00" 2.00'1 (HALF PANEL) ONE HALF PANEL PER OPENING MAY BE USED AS REQUIRED TO COVER OPENING. 0 4 6.50" 11/32 "m .900" t = MIN..085" "KEYHOLE" WASHER 1.39' , 5/8 "1A SCALE . 3" = 1' -0" 3003 -1114 ALUMINUM ALLOY 39' f � GENERAL NOTES: 1. THIS STORM PANEL SYSTEM IS DESIGNED IN'ACCORDANCE WITH THE SOUTH FLORIDA BUILDING CODE, 1994 EDITION. 2. POSITIVE AND NEGATIVE DESIGN PRESSURE CALCULATIONS SHALL BE PERFORMED FOR SPECIFIC JOBS IN ACCORDANCE WITH ASCE 7 -88 "MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES." TABLES SHALL BE REFERENCED AT APPROPRIATE DESIGN LOADS. 3. STORM PANELS SHALL BE 5052 -H32 AL'UMIN'JM ALLOY, 0.063" THICK WITH A MIN. Fy (BEFORE ROLLING) OF 23 KSI. ALL EXTRUSIONS SHOWN SHALL BE 6063 -T6 ALUMINUM ALLOY, U.O.N. rs- 4. PRODUCT MARKINGS SHALL BE WITHIN 12" OF ONE END OF THE PANEL WITH A MINIMUM OF ONE MARKING PER PANEL AND SHALL BE LABELED AS FOLLOWS: BHPCO FT. LAUDERDALE, FL DADE COUNTY PROD. APPR'D. 5. ALL BOLTS AND WASHERS SHALL BE GALVANIZO OR STAINLESS STEEL WITH A MINIMUM TENSILE STRENGTH OF 60 K51. 6. TOP AND BOTTOM DETAILS SHOWN MAYBE INTERCHANGED AS FIELD CONDITIONS DICTATE. PANELS MAY BE MOUNTED HORIZONTALLY WHERE APPLICABLE. 7. THE DETAILS AND SPECIFICATIONS SHOWN HE:tEIN REPRESENT THE PRODUCTS TESTED FOR IMPACT, CYCLIC AND UNIFORM STATIC AIR PRESSURE LOADING IN CONFORMANCE WITH DADE COUNTY PROTOCOLS PA 201. 202 AND 203. 8. DESIGN IS BASED ON CONSTRUCTION TESTING CORPORATION (CTC) TEST REPORTS No. 96 -047 AND 97 -032. 2.220" T ► p .091" .085" I .100" o: 0t uij ri1 .054" .055"- . 11.939 "1 2.40' "h' HEADER SCALE : 3" = 1' -0" WINGNUT SCALE : 3" = 1' -0" ZAMAC 3 ALLOY BY .062" "U" HEADER SCALE : 3" = 1' -0" .188" -I 3 .1 090" (TYP.) "F" TRACK SCALE : HALF SIZE .290" .648' APPROVED AS COMPLYI+`13 'M TH THE SOUTH FLORIDA BUILDING CODE DRT ii L 30 , V. �.. PROD +UCT G iOI DiV S ON BUILDINu CODE COMFL iA"iCE OFFICE ACCEPTANCE No,`x$15225. 6 ) iZ i - I Iw I y commisisimmi < N } tie prawn by aLf NOM I MC (chocked byl VMJ dr•w,nI me. 96 -538 l *Melt 1.1 I 0 w I- v) 0 v) 0 03 /27798 09t 79 W to a w 0 /- ® SEPARATION FROM GLASS I SCHEDULE EMBED. (TYP.) �, �, EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING (SEE ANCHOR SCHEDULE BASED ON TYPE OF STRUCTURE) FASTENER, SEE ANCHOR SCHEDULE. REFERENCE CONNECTION 'TYPE 2' O GLASS OR DOOR 4O CONT. 1 OPTIONAL LEG FASTENER, SEE ANCHOR SCHEDULE. REFERENCE CONNECTION "TYPE 1" EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING (SEE ANCHOR SCHEDULE BASED ON TYPE OF STRUCTURE) (ANGLE TO WALL DETAIL) WALL MOUNT SECTION SCALE : 3" = 1' -0" EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING (SEE ANCHOR SCHEDULE BASED ON TYPE OF STRUCTURE) l L 1/4 -20 MACHINE BOLT & WINGNUT t 6 -1/2" O.C. (PANEL TO ANGLE DETAIL) 1/4" OR 3/4" MAX. SEE STORM PANEL SCHED. BASED ON GAP AT TOP OF PANEL FASTENER, SEE ANCHOR SCHEDULE. REFERENCE CONNECTION 'TYPE 5' SOCONT. #14 TEK SCREW OR 1/4 -20 MACHINE SCREW & NUT p 13" O.C. SEE MIN. SEPARATION FROM GLASS SCHEDULE GLASS OR DOOR — ® CONT. — "U" HEADER ® CONT. CONT, 1/4 -20 MACHINE r BOLT & WINGNUT I - Z 6 -1/2" O.C. SCALE : 3" = 1' -0" (SIDE CLOSURE REQUIRED, SEE PLAN VIEWS) ANGLE BUILD -OUT SECTION _ r 3/4" T _ #14 TEK SCREW OR 1/4 -20 MACHINE SCREW & NUT p 13 "D.C, \_-- FASTENER, SEE ANCHOR SCHEDULE. REFERENCE CONNECTION "TYPE 5" \_-- 2" x 2" x 1/8" MIN. - ALUM, ANG (6063 T6T ) . FASTENER, SEE ANCHOR SCHEDULE. REFERENCE CONNECTION `TYPE 3' — EMBED. ' OG D / CT Y is. V- � I SEE STORM PANEL SCHED. BASED ON GAP AT TOP OF PANEL SCALE : 3" = I -0" GLASSOR DOOR FASTENER, SEE ANCHOR SCHEDULE. REFERENCE CONNECTION "TYPE 4" EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING (SEE ANCHOR SCHEDULE BASED ON TYPE OF STRUCTURE) J p = w I u O N Z J W J Z a w a Q E CL O 1/4=20 MACHINE Q vv) BOLT & WINGNUT E W @ 6-1/2" O.C. EDGE DIST., EXISTING CONCRETE, HOLLOW BLOCK OR WOOD JRAMING (SEE ANCHOR SCHEDULE BASED ON TYPE OF STRUCTURE) CEILING/INSIDE MOUNT SECTION EDGE` DIST: EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING (SEE ANCHOR SCHEDULE BASED ON TYPE OF STRUCTURE) FASTENER, SEE ANCHOR SCHEDULE. REFERENCE CONNECTION "TYPE 3' 1/4" OR 3/4" MAX. FASTENER, SEE ANCHOR SCHEDULE. REFERENCE 'CONNECTION "TYPE 4" — / EXISTING CONCRETE, HOLLOW i BLOCK OR WOOD FRAMING (SEE ANCHOR SCHEDULE s BASED ON TYPE OF STRUCTURE) 1/4" OR 3/4" MAX. SCALE : 3" = 1' -0" I SEE STORM PANEL SCHED. BASED ON GAP AT TOP OF PANEL EDGE \ DIST SEE MIN. SEPARATION FROM GLASS SCHEDULE GLASS OR DOOR — w 0 W O EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING (SEE ANCHOR SCHEDULE BASED ON TYPE OF STRUCTURE) ()CONT. EMBED (TYP.) 1 A DIRECT MOUNT SECTIONPROvED AS COMPLYING WITH Di: OH FLORIDA BUILDING CODE DATE P&I L 56 19 BY C 1 PRODUCT CO DIV!S;ON BUILDING CODE COMPLIANCE OfFI ACCEPTANCE NO. 6ZZ5.AI SCALE : 3" = 1' -0" #14 TEK SCREW OR 1/4 -20 MACHINE SCREW & NUT @13 "O.C. FROM ( GLASS SCHEDULE O 1/4 -20 MACHINE BOLT & WINGNUT p 6 -1/2" O.C. #14 TEK SCREW OR 1/4 -20 MACHINE SCREW & NUT p 13" O.C. FASTENER, SEE ANCHOR SCHEDULE. REFERENCE CONNECTION "TYPE 4' 1/4 -20 MACHINE BOLT & WING NUT dal 6 -1/2" O.C. FASTENER @ 6 -1/2" O.C. MAX., BUT DO NOT EXCEED ANCHOR SCHED., P6, SPACING. USE REMOVABLE ANCHORS ONLY, REFERENCE CONNECTION "TYPE 1' USE 1/4 -20 S.S. TRUSS HEAD BOLTS W/ KEYHOLE WASHER. ENGAGE BOLT HEAD IN NARROW PORTION OF KEYHOLE WASHER J I•- z W J w z 0. 4 1/4" OR 3/4" MAX. I I SEE STORM PANEL SCHED. BASED ON GAP AT TOP OF PANEL w J a w x U J W z 4 CC 0 I- ut w w N OS CONT. (SIDE CLOSURE REQUIRED, SEE PLAN VIEWS) ANGLE BUILD -OUT SECTION a o U r z on r . 4 r a N „ a a I-- 1 u P < O a -. r < Uo of a lA VI 0 o a C4 } J N £ O s t ~ 4c LtL I W m > N U o e l > N 4 ° w N o0 z E L a seimmemirm c z z 3 z W 4 0 N 4 X v W N W z P I- O. 0 V O 0,'",,, . ( I d'c.rn b rai .ljn by '(theca bri nrxns I Vitt J dt I V'0 n.. 96-538 sheet I l7 3 IQ z a " j � J z J J F-• W'A Li Q JJ� l a a < z F az A. 1O • J - K ".- < �Z y Z 'Iw U.1 U. r-• X I� r- CC 0 U 03/27/93 09:23 13 00 ,. 15 00 (FL1LL PANEL) 2 ' 0 —. 3 1_ —r. I :PI 1.00 I - ''''''I .. 5__ ,___ . .c 7. . A I 17 5 OPTIONAL L EC1 "SEA" ANGLE SCALE : 3' = 1'-0'' PRC MARK r+G ICcNTIF!CA TION WIOTii UNLIMITED (PERP, TO PANEL SPAN) SECTION TYPICAL ELEVATION FOP ALL INS TALLATI - PACE 7 OF ONS S FROM TA 91 "OR REJUIRE'J SE �r� -LASS r = 0 Oo 3" TYPICAL — �— TOP MOUNT / I- 3CT'CM M �CL,' N T 1.00•' ' STORM PANEL. SCALE 3.. = 1' -:0.. i1 .125" rYP VI 500•' ANGLE SCALE 3' = 1' -0" SEPRA r ='J PANEL EDGE, GPrICNAL 5510 - (HALF PANEL) CNE HALF PANEL P ER OPENING `^A( 3E USED AS , REDUIREJ TO CJ ✓_R Cam_ lNG. 2 •— 5 - 11/32 "' 900 r = MIN .035 "KEYHOLE" W,L.SHER SCALE 3' = 1• -0" 3003 -H14 ALUMINUM ALLOY CENERAIL :NOTES ,. THIS STORM PANEL SYST :TH IS O=,IGNEO IN "i,CCGROANC= 'r/ITH THE SOUTH FLORIDA auILCING CODE, 1 394 EDITION. 2 POSITIVE AND NEGATIVE DESIGN PPESSURE CALCULArlONS SHALL 3E PE:RF'ORMED FOR SPECIFIC Jcas ;N ACCORDANCE WITH ASCE 7 -33 "IMINIIMUM DESIGN LOADS FOR 3UILOINGS AND OTHER STRUCTURES." TA3L'S SHALL 3E REFERENCED AT APPROPRIATE DESIGN LOADS. 3. STORM PANELS SHALL 3E 50 52 -H32 AL'JMIN'_:M ALLOY, 0.053" THICK w1NH A MIN, Fy (3EFORE ROLLING) CF 23 KSI. ALL EXTRUSIONS SHOWN SHALL 3E 5053 -r5 ALUMINUM ALLOY, U.G.N. ALOY, - ' 4 PRODUCT MARKINGS SHALL 3E WITHIN 12" CF ONE ENO CF THE PANEL wITH A MINIMUM CF ONE MARKING PER PANEL AND SHALL 3E LAaEL= ASFCLLO' D _ BHPCO FT. LAUDERDALE, FL DADE COUNTY PROD. APPR'D. 5 A LL 3CL ANC wASHERS SHALL 3E CALVA, \,I_D OR STAINLESS Src=! ',.'ITH A MINIMUM T_NSLE T , S RENGT CF 50 Ksl. 5. TOP ANC aCTroM CETA; w LS SHOwN � AY 9E Ir.TE.RCHAIvGEO AS FIEL CONDITIONS OIC7-1TE PANELS I`9A'," 3E MOUNT' D HORIZONTALLY ', AP?L :C -- 7 THE DE TAI! 5 ANC SP__IF �. 'CAT +S 3r PRODUCTS TESTED 'HE -EIN .RE ?RESENT THE _D FOR IMPACT C'' - L PRES31,Pa I OAR r_n - IC ANC uNIFOR,M STATIC AIR N NFC?MANC E. WITH O n P a 201 202 ANC 203. CE C'JV',IrY PROTOCOLS 3 DESIGN IS 3ASEO ON CON; TRUCT N '- ELT :NC e�;ING _CR ?ORATION (r 7:1 T_Sr RE ?ORT3 Na. 35 -0.L7 AND' ;7-032. 7 7 :,J• "h" HEADER SCALE 3.. = - WINGNUT SCALE : 3'' ZAN1AC 3 ALLOY 2 i 3 3 ' .090" 100' "U" HEADER SCALE . 3 • = 1'-0 co: 'd1 090" f(TYP "F" TRACK SCALE HALF SIZE ; ? 1:_ r C �I � ril 7 ZOUTA J_TC PQ 1 J 1CC;2r :4NCE ' ;0.Q 11.3•1• ) •C.1. Il of • - n )/ .s Norio: -cI a. u get ay ,(cn •cn •t �� ,4K /,► I J.4 a.••••nz '.. 96 -538 EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING (SEE ANCHOR SCHEDULE BASED ON TYPE OF•STRUCTURE) 03 27 98 09:30 EDGE DIST GLASS OR DOOR FASTENER, SEE ANCHOR SCHEDULE. REFERENCE CONNECTION "TYPE 4" w1 O- EXISTING CONCRETE, HOLLOW ; BLOCK OR WOOD FRAMING (SEE ANCHOR SCHEDULE BASED ON TYPE OF STRUCTURE) CONT, \ _ #14 TEK SCREW OR (SIDE CLOSURE REQUIRED, SEE PLAN VIEWS) 1/4 -20 MACHINE SCREW & NUT @13 "O.C. FASTENER, SEE ANCHOR SCHEDULE. REFERENCE CONNECTION "TYPE 4" ANGLE BUILD -OUT SECTION SCALE : 3" = 1' -0" GLASS OR DOOR "SEA" ANGLE N F-- E N 2" x 2' x 1/8" CONT. ALUM. ANGLE 6063 -T6 SCALE : 3" = 1' -0" T l!o 1 J N w z n Q J CI- = O E Z i •�• 1/4 -20 . MACHINE I • MAX. 1/8" TILE BOLT & WING NUT 6 -1/2" O.C. 1 I FINISH MATERIAL Y l— OS CONT. SEE MIN. SEPARATION FROM GLASS SCHEDULE (MAX. DESIGN LOAD * 72 PSF) "PASS THRU" SECTION (IN CONCRETE ) 014 TEK SCREW OR 1/4 -20 MACHINE SCREW & NUT @13 "O.C. SEE MIN. SEPARATION FROM GLASS SCHEDULE J r I— l7 Z w J J w z Q X 1/4 -20 MACHINE BOLT & 4 WINGNUT © 6 -1/2" O.C. (TYP, TOP & BOTTOM) 3/4" PLYWOOD 2" x 4" x 1/8" CONT. ALUM. TUBE (6063 -T6) 1/4 "ca RAWL CALK -IN � 7" O.C. WITH 7/8" MIN. EMB. I CONC. OR HOLLOW BLOCK OR 1/4'0 LAG SCREW @ 12" O.C. W/ 1 -1/2" MIN. EMB. IN WOOD. WOOD SHALL BE OF SPECIFIC GRAVITY G OR 0.55 OR GREATER — 1 / 2 " 0 /2 "0 THRU BOLT (� 12" O.C. EMB. WITH /B" MIN, EMB. N CON C. OR HOLLOW BLOCK OR 1/4 "0 LAG SCREW \ L 24" O.C. W/ 1 -1/2" MIN. EMB. IN WOOD. WOOD SHALL BE OF SPECIFIC GRAVITY G OR 0.55 OR GREATER w J w v 0 J L./ z 4 a E a 0 W w THREE 1 / 4 " 0 WOOD LAG SCREWS W/ 3" MIN. EMBED. @ 24" O.C. MAX. t SEE MIN. SEPARATION ( FROM GLASS SCHEDULE EXISTING GLASS SCALE : 3" = 1' -0" SEE MIN. SEPARATION FROM GLASS SCHEDULE . 1/4 -20 STUD & WINGNUT, PANEL TO ANGLE CONNECTION Ca 6 -1/2" O.C. \--- 1-1/4" MIN 2 -1/4" MA EXISTING STRUCTURE (MAX DESIGN LOAD ± 82 PSF) SOFFIT CONNECTION SECTION (MAX DESIGN LOAD ± 72 PSF) FLOOR MOUNT SECTION SCALE : 3" = T' -0" .3" ANGLE WOOD ROOF TRUSS OR FRAMING MEMBER SHALL BE PERPENDICULAR TO PANEL FACE PLYWOOD SOFF IT L- 5" x 1/4" OR TWO 5" x 1/8" CONT. ALUM. PLATE. EXTEND PLATE TO NEXT TRUSS IF HEADER ENDS MORE THAN 12" BEYOND LAST TRUSS. 014 SMS BETWEEN TRUSSES ® 12" O.C. 1/4 "0 RAWL CALK -IN @ 7" O.C. W/ MIN. 7/8" EMBEDMENT IN CONCRETE AND 3" EDGE DISTANCE 1/4" OR 3/4" MAX. SEE STORM PANEL SCHED. BASED ON GAP AT TOP OF PANEL APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DAT i 'iI _ • 149 BY PRODUCT CON .4 DIVS BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO,q • ?-2g. 1 0 z col; F- < j 0 8 O i V) O a < ad I N U) Z N W z mosimasmowo 2 0 I- N 2 2 m 0 A C 0 0 YJ. PROFESS I I 96 -538 .n••r 3 of • CH ENGKER � t• No. 09V3 BEAM SCHEDULE DESCRIPTION PANEL SPAN BEAM SPAN 2" x S" S' -0" 9' -5 Tw = .125" 8' -2" 8' -0" Tf = .125" 2" x 9" 5' -0" 15' -11" Tw = .072" Tf = .224" 8' -2" 13' -6" T m ti y EXISTING C.B.S. ALT. LEG DIRECTION nt /77 Zoo ne. to r THREE 5/16"0 CALK -IN ANCHORS p 3 -1/8" O.C. W/ 1 MIN. EMBED. IN CONC. OR HOLLOW BLOCK W/ 3 -3/4" MIN. EDGE DIST. USE TWO ANCHORS FOR 2" x 5" x 1/8" BEAMS (SIDE CLOSURE REQUIRED, SEE PLAN VIEWS) (MAX. DESIGN LOAD ± 72 PSF) O TOP BEAM SUPPORT SECTION SCALE : 3" = 1 - 0 " THREE 5/16 "0 CALK -IN ANCHORS L 3 -1/8" O.C. W/ 1 MIN. EMBED. IN CONC. OR HOLLOW BLOCK W/ 3 -3/4" MIN. EDGE DIST, USE TWO ANCHORS FOR 2" x 5" x 1/8" BEAMS SCALE : 3" = 1' -0" THREE -1/4 "0 THRU BOLTS $414 TEK SCREW (la 13" O.C. O SEA" ANGLE- b0 ' T /lit M NILE EQ. EQ 2" x 3" x 1/4" x 0' -8" 6063 -T6 ALUM. ANGLE EXISTING C B S. 1 NOTE THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANEL ALUM. BEAM (SEE BEAM SCHEDULE BELOW FOR BEAM DESCRIPTION & MAX. HORIZONTAL SPANS) Tf 1/4" OR 3/4" MAX. GAP 41,SEE STORM PANEL SCHED. BASED ON GAP AT TOP OF PANEL. - 1/4 -20 MACHINE BOLT & WING NUT (al 6 -1/2" O.C. (a�113TEK SCREW C Tf ALUM. BEAM (SEE BEAM / SCHEDULE BELOW FOR BEAM DESCRIPTION & MAX, HORIZONTAL SPANS) THREE 1/4 "11) THRU BOLTS ALT. LEG DIRECTION (SIDE CLOSURE REQUIRED, SEE PLAN VIEWS) (MAX DESIGN LOAD ± 72 PSF) :.D BOTTOM BEAM SUPPORT SECTION T I ao I— z W -J EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING (SEE ANCHOR SCHEDULE BASED L/' ON TYPE OF STRUCTURE) EXISTING GLASS —.. EXISTING GLASS -- a W l7 0 W EXISTING CONCRETE, HOLLOW BLOCK OR W000 FRAMING (SEE ANCHOR SCHEDULE BASED ON TYPE OF STRUCTURE) EMBED i1 i SEE MIN. SEPARATION FROM GLASS SCHED 4" MAX ,— MATERIAL (BRICK OR FINISH WOOD BANDING) FASTENER, SEE ANCHOR SCHEDULE. REFERENCE CONNECTION 'TYPE 2• O WALL MOUNT SECTION SCALE : 3" = 1 SEE MIN. SE ?ARATION FROM GLASS SCHED. 1/2" ,—"h" HEADER 1/4" OR 3/4" MAX. GAP SEE STURM PANEL SCHED, BASED ON GAP AT TOP OF PANEL. J J = W f Z W J J W J Q W a Z ace 0 X I- c Q to L W W (ANGLE TO WALL DETAIL) OPTIONAL LEG = w F J Z cc CI J � J V N Z w J 4 W adz X 0. 4 4. -FASTENER, SEE ANCHOR SCHEDULE. REFERENCE CONNECTION 'TYPE 1i -"SEA" ANGLE ." MAX. . \ \-_NON- STRUCTURAL FINISH MATERIAL (BRICK OR WOOD BANDING) WALL MOUNT SECTION SCALE : 3" 3.1' -0" 1/4 -20 MACHINE BOLT & WING NUT @ 6 -1/2" O.C. "SEA" ANGLE (PANEL TO ANGLE DETAIL) APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DAT BY PRODUCT CON ROL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO, gg —O2ZS• DI N c 0 9 N z z 0 V I• a V a dif• *6:0-371], r • - i df Wn br r tri.Iw by (ch b i l JMR /J• l Vck.d M 1 '^ drw4n9 no. 96-538 .n..► of 6 TABLE 2 SEPARATION FROM GLASS SCHEDULE POSITIVE DESIGN LOAD W (PSF) ACTUAL STORM PANEL SPAN (FT. - IN.) MINIMUM SEPARATION FOR NSTALLATIONS LESS THAN 30' ABOVE GRADE (INCHES) MINIMUM SEPARATION FOR NSTALLATIONS GREATER THAN 30' ABOVE GRADE (INCHES) 35.0 6 - 0 3 1 -1/2 8 -8 2 10 - 10 3 40.0 6 - 0 3 1 -1/2 e - e 2 -1/8 10 -5 3 50.0 6 -0 3 1 -5/8 8 - 8 2 -1/4 9 -11 3 60.0 6 - 0 3 1 -5/8 8 - 8 2 -1/2 9 -5 3 70.0 6 - 0 3 1 -5/8 8 - 8 2 -3/4 9 -1 3 80.0 6 - 0 3 1 -3/4 8 - 8 2 -7/8 8 -9 3 90.0 6 - 0 3 1 -3/4 8 - 0 2 -5/8 100.0 6 - 0 3 1 -3/4 7 - 2 2 -1/4 TABLE 1 STORM PANEL SCHEDULE NEGATIVE DESIGN LOAD W (PSF) ALL MOUNTING CONDITIONS (MAX. 1/4" SPACE BETWEEN PANEL & HEADER) ALL MOUNTING CONDITIONS (MAX. 3/4" SPACE BETWEEN PANEL & HEADER) AO L max. (FT - IN) © L max. (FT - IN) 30.0 10 - 10 10 - 10 40.0 10 - 5 10 - 5 45.0 10 - 2 10 - 2 50.0 9 -11 9 -11 55.0 9 -8 9 -8 60.0 9 -5 9 -5 62.0 9 -4 9 -4 65.0 9 -3 9 -2 70.0 9 -1 8 -6 72.0 9 -0 8 -4 75.0 8 -11 8 -0 80.0 8 -9 7 -6 90.0 8 -0 6 -8 100.0 7 -2 6 -0 110.0 6 - 6 5 - 5 120.0 6 -0 5 -0 130.0 5 -6 4 -7 140,0 5 -1 4 -3 150.0 4 -9 4 -0 160.0 4 - 3 -9 170.0 4 -2 3 -6 180.0 4 -0 3 -4 190.0 3 -9 3 -1 200.0 3 -7 3-0 nit 111 Ton no. la TWO 1/4 -20 BOLTS & NUTS (la 24" O.C. 2" x 5" x .1Z5" ALUM, ANGLE CLOSURE PIECE: LOADS LESS THAN OR QUAL EQUAL TO P.S.F. & 6' O.C. FOR DESIGN LOADS GREATER THAN 110 P.S.F. (SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR) EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING. (SEE ANCHOR SCHEDULE BASED ON TYPE OF STRUCTURE) MAX. 1/4" GAP - EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING. (SEE ANCHOR SCHEDULE BASED ON TYPE OF STRUCTURE) MAX. 1/4" GAP SCALE: 1 -1/2" = 1' -0" • NOTES: 1. ENTER TABLE 1 WITH NEGATIVE DESIGN LOAD TO DETERMINE MAX. PANEL SPAN. POSITIVE LOADS LESS THAN OR EQUAL TO THE NEGATIVE LOAD ARE ACCEPTABLE. 2. REFERENCE APPROPRIATE COLUMN IN SPA!: TABLE BASED ON MOUNTING CONDITION IN FIELD. 3. ENTER TABLE 2 WITH POSITIVE DESIGN LOAD TO DETERMINE MIN. SEPARATION FROM GLASS. 4. FOR DESIGN LOADS BETWEEN TABULATED /ALOES, USE NEXT HIGHER LOAD OR LINEAR INTERPOLATION MAY BE USED TO DETERMINE ALLOWABLE SPANS. EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING. (SEE ANCHOR SCHEDULE BASED ON TYPE OF STRUCTURE) EXISTING CONCRETE. HOLLOW BLOCK OR WOOD FRAMING. (SEE ANCHOR SCHEDULE BASED ON TYPE OF STRUCTURE) ) ALUM. ANGLE CLOSURE PIECE: / 1" x 2" x .125" MIN. TO 2" x 5" x .125" MAX. "11 -1/ 'MIN. 1/2" OVERLAP FASTENER [la 12" O.C. FOR DESIGN LOADS LESS' THAN OR EQUAL TO 110 P.S.F. & 6" O.C. FOR DESIGN LOADS SCHEDULE FOR ADS GREATER ANY ACCEPTABLE CLOSURE DETAILS (PLAN VIEWS) 1/4 -20 S.S. BOLT & BOLT & WINGNUV @ 24" O.C. (TYP) BEN GAGE ATE EL 0 ALUM. ANGLE CLOSURE PIECE: 1 "xz x0.125" MIN. TO 2"x "MAX. BAIYTWINDOW FAS ENER ( 12" O.C. FOR DESIGN LOA S LESS THAN OR EQUAL TO 110 P.S.F. T HA4 110 P.S F. (SEEIANCHOR LOADS SCHEDULE FOR AN - ACCEPTABLE ANCHOR) \ EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING. (SEE ANCHOR SCHEDULE BASED ON TYPE OF STRUCTURE) 0 1" OVERLAP 0 1/4 -20 S.S. BOLT & BOLT & WINGNUT @ 24" O.C. (TYP) 20 GAGE STEEL BENT PLATE WxN00WG 1" OVERLAP APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DAT . 10 19 BY ,Z - -- PRODUCT COI''OL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO C IS -6 226. Q 1 v 4 o i Z in 0 6 4 C N D: 4 F ` J?' t W N is 0c i C a O I a 1 o N M N O N J t < v d • ' : = C > N < O / a to I. _ 0 1 1 > > < o 0 W ' z N Y . z ,� o W o d f O N Z 0 0 c a I d. ■ . • 3 g I I z PROfESSIOi Ft. Li • en S Nou PE 10 Alga mas 011/0) /,1 ( A3I O1tO,Idrorn by dut i tt d ,y ch.ck. „WK /�. )I VAC 3rsvr a no. 96 -538 shut S s► • FASTENER ANCHOR SCHEDULE FASTENER LOAD (W) pSF MAX. (SEE NOTE 1) SPACING (INCHES) 2 DESIGN LOADS AND SPANS SPACING (INCHES) REQUIRED FOR VARIOUS EXISTING STRUCTURE ANCHOR TYPE LOAb (WI PSF MAX. (SEE NOTE 1) 3/4" EDGE DISTANCE SPANS UP TO (SEE NOTE 1) SPANS UP TO (SEE NOTE 1) SPANS UP TO (SEE NOTE 1) CONNECTION 1 2 TYPE 3 4 5 CONNECTION 1 2 TYPE 3 4 5 CONNECTION 1 2 TYPE 3 4 5 5 CONNECTION 1 56 13 13 10 13 11 13 10 7 10 7 13 6 5 8 6 62 13 13 9 13 10 13 8 6.5 9 7 13 5 5 7 5 11111111111111111111111111110- 1 /4"o S.S. LAG SCREW W/ 1 -3 /4" MIN. THREAD EMBEDMENT SHEAR PARALLEL TO WOOD GRAIN 72 13 13 8 11 8 13 5 5 8 6 13 4 4 7 5 105 13 5 5 8 6 13 4 4 7 5 13 4 4 7 5 200 13 4 4 7 S 13 4 4 7 5 13 4 4 7 5 13 56 13 13 8.5 13 11 13 10 5 10 7 13 6 4 8 6 62 13 13 7 13 10 13 8 5 9 7 13 5 4 7 5 1111111111111111111111111111). 1/4"0 S.S. LAG SCREW W/ 1 -3/6" MIN. THREAD EMBEDMENT SHEAR PERPENDICULAR TO WOOD GRAIN 72 13 13 6.5 11 8 13 5 4 8 6 13 4 3 7 5 105 13 5 4 8 6 13 4 3 7 5 13 4 3 7 5 200 13 4 3 7 5 13 4 3 7 5 13 4 3 7 5 IN I X 1,i]uumu,,n, 1 /4'1 ELCO "PANELMATE MIN. EMBED. MACHINE me,ammuun S 6 13 13 13 13 13 13 13 13 13 11 13 9 10 12 9 8 62 13 13 13 13 13 13 12 11 13 10 13 7 9 11 8 MALE /FEMALE W/ 1 72 13 13 13 13 13 13 8 10 12 9 13 6.5 8 110 5 7 -7 /8 L 1/4 -20 / 105 13 8 10 11 9 13 6,5 8 10 7 13 6.5 8 - 10 __. SCREW NUT 200 13 6,5 8 10 7 13 6.5 8 10 7 13 6.5 8 10 13 13 x S/16 - 0 BRASS W/ S/8" MIN. • 1/6 -20 11 56 13 13 7 5 4 10 3 5 t 3 8 6,5 4 3; All 62 13 9 6.5 5 3 9 3 4: 13 r 7 10 3 13 BUSHING 72 11 5 5 4 3 3 9 4 3/ 200 7 f 3 < EMBEDMENT MACHINE SCREW 105 8 K 7 4 3 �j 3/ 7 / 7 X 3 3/ j/ 7 7 7 / 3 3/// � / 8 200 ANCHOR NOTES: SPANS & LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING ONLY. ALLOWABLE SHUTTER SPANS FOR SPECIFIC LOADS MUST BE LIMITED TO THOSE SHOWN IN TABLE 1, SHEET 5 OF 8. 2. ENTER TABLE BASED ON THE EXISTING STRUCTURE MATERIAL, ANCHOR TYPE AND EDGE DISTANCE. SELECT DESIGN LOAD GREATER THAN OR EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER THAN OR EQUAL TO SHUTTER SPAN. 3. EXISTING STRUCTURE MAY BE CONCRETE, HOLLOW BLOCK OR WOOD FRAMING. REFERENCE ANCHOR SCHEDULE FOR PROPER ANCHOR TYPE BASED ON TYPE OF EXISTING STRUCTURE AND APPROPRIATE CONNECTION TYPE. SEE CONNECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. 4, ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS. 5. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES WALL FINISH OR STUCCO, 6. WHERE EXISTING STRUCTURE IS WOOD FRAMING, WOOD FRAMING CONDITIONS VARY, FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD FRAMING MEMBERS, NOT PLYWOOD. 7. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING, FASTENER SHALL BE LOCATED IN CENTER OF NOMINAL 2 "x4" (MIN,) WOOD STUD. 3/4' EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMING. WOOD STUD SHALL BE "SOUTHERN PINE" G•0.55 OR GREATER DENSITY. LAG SCREWS SHALL HAVE PHILLIPS PAN HEAD OR HEX HEAD. 8. MACHINE SCREWS SHALL HAVE MINIMUM OF 1/2" ENGAGEMENT OF THREADS IN BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD, TRUSS HEAD, OR WAFER HEAD (SIDEWALK BOLT), U.O.N, 1. 9. DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. 10. " DESIGNATES ANCHOR CONDITIONS WHICH ARE REMOVABLE BY REMOVING MACHINE SCREW, NUT OR WASHERED WINGNUT. REMOVABLE ANCHORS ARE REQUIRED FOR DIRECT MOUNT all 6 -1/2" OR 13" O.C. MAX, SPACING ONLY. SPACINGS SHALL NOT EXCEED VALUE SPECIFIED IN ANCHOR SCHEDULE. LOCATE FASTENER IN NARROW PORTION OF KEYHOLE SLOT. 03/27/98 09:36 APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE CAT BY r• PRODUCT COI!1'tOL DIVISION 'BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO C3 )K - 6225.0.1 (z I 0; W I- I 0 O 0) N x U_ LU N W z a O ti z a 0 C 0 1 • det• A m < 2 7 a z EE 0 4 a W i- > N C O 0 , < z ot X 0 VI r J I- I Y.J. .PROrES • AL N 0 V z 0 0 FL co • tit No+ PE • 01 983 Sheer • of • CH IKEA AR 2 7 199$ 011/0)/,7 Rut, drew/, •y AS MOT JI MC � d 3n by checked b JMK /JP VJ, drawing n•. l 96 -538 J COPYRIGHT 1996 KNEZEVICH i ASSOCIATES. FAX= COSI 003-9572 FASTENER LOAD (W) pSF MAX. (SEE NOTE 1) SPACING (INCHES) 2 ANCHOR SCHEDULE LOADS AND SPANS 3" EDGE DISTANCE REQUIRED F OR VARIOUS DESIGN EDGE DISTANCE EXISTING STRUCTURE ANCHOR TYPE SPANS UP TO (SEE NOTE 1) SPANS UP TO (SEE NOTE 1) SPANS UP TO (SEE NOTE 1) SPANS UP TO (SEE NOTE 1) ) SPANS UP TO (SEE NOTE 1) S NOT SPANS UP TO 10 NOTE (SEE NOTE 1) CONNECTION 1 2 TYPE 3 4 5 CONNECTION 1 2 TYPE 3 4 5 CONNECTION 1 2 TYPE 3 4 5 CONNECTION 1 2 TYPE 3 4 5 CONNECTION 1 2 TYPE 3 4 5 CONNECTION 1 2 TYPE 3 4 5 MIN. 3,000 PSI CONCRETE 56 13 13 13 13 n 13 10 10 10 8 13 6.5 8 8 6.5 13 13 13 13 12 13 11 12 11 8 13 7 9 9 7 62 11 13 13 13 10 13 8 9 9 7 13 5 7 7 5 13 13 13 13 11 13 9 10 10 7 13 5 8 8 6 , 111111111111111111111111111U111- 1/6 - m ITW TAPCON W/ 1 -3/6" MIN. EMBEDMENT W/ ANY APPROVED TAPCON HEAD 72 13 13 11 12 9 13 6 8 8 6 13 4 6.5 7 5 13 13 13 13 9 13 6.5 9 9 6.5 13 5 8 7 5 105 13 6 7 8 6 13 4 6.5 7 5 13 4 6.5 7 S 13 6.5 9 9 6.5 13 5 8 7 5 13 5 8 7 5 200 13 4 6.5 7 5 13 4. 6.5 7 5 13 4 6.5 7 5 13 5 8 7 5 13 5 8 7 5 13 5 8 7 5 31E 1/4"• W/ 7/0" 1/6 -20 S.S. -� "AWL CALK-IN EMBEDMENT I. MACHINE SCREW 56 13 13 12 13 11 13 10 8 10 8 13 6 6.5 8 6 13 13 13 13 13 13 13 13 13 10 13 8 10 10 8 62 13 13 10 13 10 13 8 7 9 7 13 5 6 7 5 13 13 13 13 13 13 10 12 11 9 13 6.5 9 9 7 72 13 13 9 11 9 13 6 6.5 8 6 13 4 S 7 5 13 13 13 13 11 13 7 10 10 7 13 5 9 8 6.5 105 ' 13 5 6,5 8 6 13 4 5 7 5 13 4 5 7 5 13 7 10 10 7 13 5 9 8 6.5 13 5 9 8 6.5 200 13 4 5 7 5 13 4 5 7 5 13 4 5 7 5 13 5 9 8 6.5 13 5 9 8 6.5 13 5 9 8 6.5 3 u'nSrmuti it- II ,u,u,,,,u,uu, 1/6 "• ELCO MALE /FEMALE "PANELMATE W/ 1 -1/6 MIN. EMSEO. b 1/4 -20 MACHINE SCREW / NUT 56 13 13 7 7 5 13 5 5 5 3 10 3 4 4 3 13 13 9 7.5 5 13 5 6 5 3 11 3 5 4 62 13 12 7 6.5 5 12 3 5 4 3 9' 4 3 / A 13 12 8 6.5 5 12 4 5 4 3 9 % 4 3 / 72 13 6.5 6 5 4 10 7' 4 3 3 8 / 3 3 13 7 7 5 4 10 3 4 4 3 /9i4 9 A1111V 7/ % 4 3 3( 3 105 10 4 3 8 3 3 A 3 3 10 4 4 3 9 4 3 200 8%3 3 /8 X3 3d, 8%/ %'9 /4 3 /' 9 X4 3 Y 0 0 CO - 56 13 13 6.5 5 3 9 3 4 3 7 A d ' 13 13 7 5 4 10 3 5 3 7 8 %/ 4 62 1 2 8 5 4 3 8 4 3 6.5% A � 1 3 9 6.5 5 3 9 3 4 3 7 /Er /i/✓� I � � / % 5 / � / � W. 4 3 i d1111111111111111111114111111111► y 1/4. M W T MBED N 1-3/4" ANY EMBEDMENT w/ ANY TAPCON HEAD 72 10 4 5 4 3 7 JAM / 7 11 5 5 4 3 7 /�� I �� / ��/ �% //Ii/AlfiEil i/A:1I 5 4 E%I 11 10 ° 7 MOW I �� A 200 56, 6 % 13 13 6,5 /�� 6 4 11 4 4 4 All 3 . 9 3 AVAI/�i��illYI�%/ 3/ 13 13 10 8 6 13 5 7 F.. W CC Z V 7 X( 1/ 7/ RAWL W/ - /s 1/4 -20 S.S. 62 13 10 6 5 4 10 3 4 4 3 3 3 3 3 3 3 3 13 13 9 7 5 13 4 6 5 3 10A 9 5 4 4 3 3 7 2 13 6 f 5 3 5 3 3 9 7 %%/ 3 3 AIWA AMIE V 13 7 7 6 4 11 3 5 4 3 N EMBEOMENTDMENT & 105 8 11 3 5 4 3 9 4 3 l 9 f 4 3 MACHINE SCREW 20G 56 7 % 13 13 7 7 5 13 � �,��/ 5 5 5 3 10 � 3 3 4 3 4 � ��� 3 13 13 9 7 5 13 5 6 S 3 E 11 .iiir 3 5 4 3 J O JO I umlemmmu X =, •0 u , mu „ 11U11 - 1/1. - 0 ELCO "PANELMATE MIN. EMBED. MACHINE u 62 13 12 7 6,5 5 12 4 3 V 13 12 8 6.5 5 12 4 5 4 3 9 JEW 4 3 MALE /FEMALE w/ 1 -1/4" 72 13 6.5 6 5 4 10 fr 3 3 V 13 7 7 5 4 10 3 4 4 3 9% L 1/6 -20 SCREW / NUT 105 10 E 3 3 � / 1 Amen � � Di,/� /� 2C0 8 ��� it E // //�M•i %I %i�/AIE VA ANCHOR NOTES: SPANS & LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING ONLY. ALLOWABLE SHUTTER SPANS FOR SPECIFIC LOADS MUST BE LIMITED TO THOSE SHOWN IN TABLE 1, SHEET 5 OF 8. 2. ENTER TABLE BASED ON THE EXISTING STRUCTURE MATERIAL, ANCHOR TYPE AND EDGE DISTANCE. SELECT DESIGN LOAD GREATER THAN OR EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER THAN OR EQUAL TO SHUTTER SPAN. 3. EXISTING STRUCTURE MAY BE CONCRETE, HOLLOW BLOCK OR WOOD FRAMING. REFERENCE ANCHOR SCHEDULE FOR PROPER ANCHOR TYPE BASED ON TYPE OF EXISTING STRUCTURE AND APPROPRIATE CONNECTION TYPE. SEE CONNECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. 4, ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS. 5. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES WALL FINISH OR STUCCO, 6. WHERE EXISTING STRUCTURE IS WOOD FRAMING, WOOD FRAMING CONDITIONS VARY, FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD FRAMING MEMBERS, NOT PLYWOOD. 7. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING, FASTENER SHALL BE LOCATED IN CENTER OF NOMINAL 2 "x4" (MIN,) WOOD STUD. 3/4' EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMING. WOOD STUD SHALL BE "SOUTHERN PINE" G•0.55 OR GREATER DENSITY. LAG SCREWS SHALL HAVE PHILLIPS PAN HEAD OR HEX HEAD. 8. MACHINE SCREWS SHALL HAVE MINIMUM OF 1/2" ENGAGEMENT OF THREADS IN BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD, TRUSS HEAD, OR WAFER HEAD (SIDEWALK BOLT), U.O.N, 1. 9. DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. 10. " DESIGNATES ANCHOR CONDITIONS WHICH ARE REMOVABLE BY REMOVING MACHINE SCREW, NUT OR WASHERED WINGNUT. REMOVABLE ANCHORS ARE REQUIRED FOR DIRECT MOUNT all 6 -1/2" OR 13" O.C. MAX, SPACING ONLY. SPACINGS SHALL NOT EXCEED VALUE SPECIFIED IN ANCHOR SCHEDULE. LOCATE FASTENER IN NARROW PORTION OF KEYHOLE SLOT. 03/27/98 09:36 APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE CAT BY r• PRODUCT COI!1'tOL DIVISION 'BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO C3 )K - 6225.0.1 (z I 0; W I- I 0 O 0) N x U_ LU N W z a O ti z a 0 C 0 1 • det• A m < 2 7 a z EE 0 4 a W i- > N C O 0 , < z ot X 0 VI r J I- I Y.J. .PROrES • AL N 0 V z 0 0 FL co • tit No+ PE • 01 983 Sheer • of • CH IKEA AR 2 7 199$ 011/0)/,7 Rut, drew/, •y AS MOT JI MC � d 3n by checked b JMK /JP VJ, drawing n•. l 96 -538 J COPYRIGHT 1996 KNEZEVICH i ASSOCIATES. FAX= COSI 003-9572 PRODUCT CONTROL NOTICE OF ACCEPTANCE All Broward Hurricane Panel Company 450 West McNab Road Ft. Lauderdale FL 33309 METROPOLITAN DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130.1563 (305) 375 -2901 FAX (305) 375-2908 PRODUCT CONTROL DIVISION (305) 375 -2902 FAX (305) 372-6339 Your application for Product Approval of: 0.063 Aluminum Storm Panel (5052 -H32 Alloy) under Chapter 8 of the Metropolitan Dade County Code governing the use of Alternate Materials and Types of Construction, and completely described in the plans, specifications and calculations as submitted by: Applicant, along with drawings prepared by V. J Knezevich, P.E., and test repoits prepared by Certified Testing Laboratories and Construction Testing Corporation. has been recommended for acceptance by the Building Code Compliance office to be used in Dade County, Florida under the specific conditions set forth on pages 2 et. seq. and the Standard Conditions on page 3. This approval shall not be valid after the expiration date stated below. The Office. of Code Compliance reserves the right to secure this product or material at anytime from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, the Code pliance Office may revoke, modify, or suspend the use of such product or material immediately. The ::licant shall re- evaluate this product or material should any ammendments to the South Florida Building Code be enacted affecting this product or material. The Building Code Compliance Office reserves the the right to revoke this approval, if it is determined by the Building Code Compliance Office that this product or material fails to meet the requirements of the South Florida Building Code. The expense of such testing will be incurred by the manufacturer.' Acceptance No.:98- 0225.01 (Revises No.: 97- 0910.01) Expires:01 /08/01 "Raul Rodriguez Product Control Supervisor THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE COMMITTEE This application for Product Approval has been reviewed by the Metropolitan Dade County Building Code Compliance Department and approved by the Building Code Committee to be used in Dade County, Florida under the conditions set forth above. Approved: 04/30/98 - I - Internet mail address: postmaster ©buitdingcodeonline.com Director Building Code Compliance Dept. Metropolitan Dade County Homepage: . http : / /www.buildtngcodeonline.com 'Al1;13roward•}Iurricane Panel Co. ACCEifl ,iv O.: V6- v!L,.vi APPROVED : APR 3 0 1998 • • EXPIRES 01/08/2001 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 4. 1. SCOPE This revises the Notice of Acceptance No. 97- 0910.01, which was issued on 01/08/98. It approves an aluminum storm panels, as described in Section2 of this Notice of Acceptance, designed to comply with the South Florida Building Code, 1994 Edition for Miami -dade County, for the locations where the pressure requirements, as determined by SFBC Chapter 23, do not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION The aluminum storm panels and its components shall be constructed in strict compliance with the following documents: Drawing No.96 -538, titled "0.063" Aluminum Storm Panel ", prepared by Knezevich & Associates, Inc., dated 09/03/97, revised 03/25/98, sheets 1 through 6 of 6, bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. These documents shall hereinafter be referred to as the approved drawings. 3. LIMITATIONS All permanent set components, included but limited to embedded anchor bolts, threaded cones, metal shields, headers and sills, must be protected against corrosion, contamination and damage at all time. 4. INSTALLATION 4.1 The aluminum storm panels and its components shall be installed in strict compliance with the approved drawings. 5. LABELING Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and the following statement: "Miami -Dade County Product Control Approved ". 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Duplicate copies of the approved drawings, as identified in Section 2 of this Notice of Acceptance, clearly marked to show the components selected for the proposed installation. 6.1.3 Any other documents required by the Building Official or the South Florida Building Code (SFBC) in order to properly evaluate the installation of this system. Helmy A. Makar, P.E.- Product Control Examiner Product Control Division -2- . •AI•I3roward Hurricane Panel Co. • ACCEPTANCE NO.: 9s APR 3 0 1998 APPROVED EXPIRES 01/08/2001 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 1. Renewal of this Acceptance (approval) shall be considered after a renewal application has been and the original submitted documents, including test supporting data, engineering documents, are no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approved ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a. There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes; b. The product is no longer the same product (identical) as the one originally approved; c. If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product; d. The engineer who originally prepared, signed and sealed the required documentation initially submitted, is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and/or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. Any of the following shall also be grounds for removal of this Acceptance: a. Unsatisfactory performance of this product or process; b. Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purposes. 6. The Notice of Acceptance number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer needs not reseal the copies. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Notice of Acceptance consists of pages 1, 2 and this last page 3. END OF THIS ACCEPTANCE Helmy P.E. - Product Control Examiner Product Control Division 3 03 j2 7 /33 09:20 E.(ISrNG CCNC?ErE. HCLLO i 3LCC,< A400C FRA,- (SEE AC-,CR SCHECt.LE 3ASED ON r'(RE OF STRUCTI'RE; ECCE CIS' CLASS CR DOOR F ' 3 S EP SEE A.Nc oR SCH Ot,LE R-= =RE`ICE ON E_ ,GN 'TYPE 4 - <�s rING CJNCRETE. - CLLO'q 3LOC< CR '4000 FRAMING (SEE ANCHCR SCHEDULE 3ASE'O ON r YPE CF S r RucruIRE1 SC REFERENCE CONNECTION 'T/PE 1 / / 1 ,// j' - C (SHOE CLOSURE RE'OUIREO (TY? / 3 ^ 3 0 I '(J IM I — I � CONT . . t/ C 2 OR. 5EE ?' AAN vIE��SI . 0 �C ?EW 3 Nu T 13 "• O C ANGLE BUILD -OUT SECTION S - L: 3" _ 1' -0' CLASS CRDCOR —j . SEA , ANGLE 2 • , ., < < 1/31 CN �_ ANJI_E 5:53 -75- 3/:. I I (MAX OESIGGN LOAD s 72 RSF) "PASS THRU" SECTION (IN ccNCREr SCA,LC 3 , 3 . 1J - ?: L - SDP=,_ C? t?' 0 k.- z. J.A rl •"J i < L a (_ ' . ' � '" ', 7 5 -1 /2 Q.0 , .. . 3 301-7C-1) ` 'W S EE MIN, —; Sc ?ARA ICl ^J ' FROM - ;•, CLASS Z ' S'- REDUC <C- a. X '� ' C L z 1/2-20 MA,_r!II`E 'u aCL T 3, WI N r ; J - `'tNX. 1/3•' TILE - 1NISH ,MA rERIAL 2 x PL Y'.�000 X 1/ CONT. ALUM. ruse: (5053 -r5) 1 /L•'R RAWL C .KITH 7/3'' CALK -;N '� 0 -O HOLI04 BLOCK �R / SCR_.J 12 0 C A j 7M3 IN '...COD �� 1 I 3E OF SPEC CPA.i,TY C R 0 5 53 CR GREA r E7 > S 1/2.a rHRU 3CL- Ia 12 C RA WI_ CALK -,N 7 12.• 0 WITH 7/3' MIN " SCI10 O/ . �R 1/ C L.� ':L. CR 2." 0.0 1 / L 1_.' �.�/ 1 - 1 /Z' MIN EM S� W000 L 3 SHAL '.N B� OF SPEr;p,C GRA GCR SEE j S_PA?AC - N SASS SCHEDULE ?E WC00. , / • 'r' THREE 1/L •a "CCD LAC SCR=''S '.J/ 3" MIN. EMBED ZL C.:. EXISTING CLASS - SOFFIT CONNECTION SECTION 1 j_ 37.'CN • A SS SC !EOUL_i jl SCALE 3 "• 1 •_ 0 .. SEE MIN. SEPARATION FROM GLASS SCHEDULE 1 /. -CO STUD 3 ' PANE' to ANGLE CCNNECTiON 7a 5 -1 / 2 0 . C. - ----_— ,MIN n �I r �� !II • �II ( ; � `i i I _,, 1 /. !IN 2 "nA<: (:MAX DESIGN LOAD = d2 PSF) (MAX. CE LOAD r 72 PSF) CD FLOOR MOUNT SECTION SCALE 3' 1. -0., 2" � / '.ICC, ROOF TRUSS r - CR = Ra u(NG uE -, _ S H 3E R=.RD ,NC 5'' x 1/4 CR 7',4"c 5 x t/3 CONY AL.: PLATE. ER I ''D P_AT= TO NEXT US HEADER = NOS MORE THAN 12' aE'r'CNC LAST TR;,'SS - it SMS 3E7.gE=N TRUSSES 12.• 0: C 2 • x 3 • ; G . /3 . ALUM. .NL_ , = XIS7,NG S rRU'CTI,R`\ 7•• 'D R. '•!I_ CA LK -'. O.C. '.4/ , MIN. 7/3 3" EMBECMEN- IN 'CNCREr: ANC 3" EDGE 'CISrA.NC_ _ S-UC NIS_ AS _..1 f r!iC v r _ '1� THE � s c u I i- .3?:, 2..� 3 i� �� �(,��- " F L' / V . V '/L CR 3/ . •.>X SCHEO.. 3 ASE0 ON GAR : A r TOP OF PANE'- F _ I � i arsionwrwir • 0 1 ,r I cn•c.•d ) y• • ^a G6-538 r••.7•rf ,,K 03/27/9: 03735 TH E / 3 - • /15 z CAL, ;N ANCHORS IN CO r 0 C. W/ t IN EMBED r OR HCLLOw 3LCCi< W/ 3 -3/4.•• MIN EDGE GIST. USE TWO ANCHORS FOR 2" x 5" x 1/3•• 3EAMS — i EXlSTtNG C 3 S. 1 N - AIL'� ?=Au (SEE 3'EAM SCH:�I:LE 3ELO'•� BEAM D ?'? - ICN _ R R rl3 /AL < 7.42 /I- L t 0,3m • a '� 34S- CA? 'HRE= 7 3-17 /'5 - CALK - ANCHORS � 3 -1 w HCLLOW 3LOCK ` W/ 1 MIN. 1 EMBED. 3 CONC.� R / 4NCHCRSl =,OR 2x 1%'3^ 1c (S;CE CLOSURE RECL'!RE'D. SEE ? '/IE',./S) (MA;(. DESIGN LOAD = 72 ?SF) TOP BEAM SUPPORT SECTiOIN SCALE : 3 • 1 • -0 " SEA" ANG lE- ^ LEG C.P,EC ICN IHREE -1/. •',z THRU 3CLTS 7. 3' ( 1/, ' x 0' - �- A L 1. ANOL: c /,- 1 /C -20 MACHINE Ji 3 3, WINO NUT ''L,' I / eD 5 - 0.C, Z, H O x - � / - G I LJ 1/ J 1 @ 13 D.C, I T. ALUM. 3EA,' (SEE 3EaM SCHEDULE. 3ELO4 3EAM CESCR.'? T I CN L MAX. HORIZONTAL S ?a,NS) — 2 "x 3'x 1/:..' -3.. 5053 - T5 ALIL /NI. ANGLE I 'N THR'U 3DLT3 AL LE= DIRE'CTICN ' 7C? CR 30 T T CM P =, A T ISICE CLOSURE RE:L;IRED (MAX DESIGN OAO ; 7 2 ?Sr L BOTTOM B EAN1 SUPPORT SE:: T ;ON sCAI -= 3. 1 • �.. - ; <^ST;NG ^.NCR= H CI 3 C:< CR � - �OOO RA,^ii 1C Cw (SE _ ANC_HOR. SC 3 O ' N Y?_ C= STRUCTURE) ^ s o C L .. ,IN j = x :s T I CLASS _ E ST NC: CCNC.RE_= 5 L =C� R N000 =RA �IN'— C CR S; H_DI A SE0 ON , Y ? CF STRLCTURI� Lit II O MA SEE ''IN, SE?ARA _CN �CiM CLASS SCHEO `'"%'ALL MOUNT SECTION SCALE 3 t • - , 0 , SEE I`^ I N. SE?ARATICN =RCM GLASS S'C;-tED _MBED O I � - - I Illiiiil T- J� - / / 11 i l Ii I ! I ( // / I I �- - - - - — - ---t I I ;II \ \ - s A ' TEN R, SEE ANC'HCR REF_ CONNECT 'T'fPE 1' SEA° ANGLE •— N CN - STRUCTURAL PINISH MA TERIAL (BRIC:< OR WOCC 3ANCING) (ANGLE TO WALL CETAIL) NCN- STRUCTURAL =!NISH M A TERIAL (3RIC:< CR W0. 3AN01NG) NCO FASET N R, SEE ANCHOR SCHEDULE C_ CCNNE TICN • '7pE 2' 1/ 2 - CP 1ICNAL LEG WALL MOUNT SECTION SCALE 3' - 1' -0• ti HEAOER 1 / 4 . • OR 3/." 'MAX P GA. I nM raCtL SC _`'ED. 3 ASED CN GA? ' :? Cr C _• •J I 0 VI W < � y I U x r < '� I -L • 3CLT i W NC NUT 5 -1/2 — "SEA" ANGL_ ( ? -NEL TO ANGLE DET,:;L) n? ? EJ A.i CCI\PLYI `t, 'i IT! rHE CC1JrH LCr",ICA 3LI!LOu`IO CDC3 ,Z 1� ? "COUCT "'P ?.OL CI.' Cv II 3UILOI'I13 COLE OCMP' IIC- OFFICE A.CCE ?r,acE = I n 1I I 1 I I J I ^I • <; I J I i _ 4 I 1 • a ' • >• '; • 3i ti • of I J I •r U U j i LL7 I ! _ -J I� P :•: • d. 33 I j a•• �Cn 'r Ccn•cn•o 2n J: 1r ■■v.ng no. I 96 -538 i _i o � o � a r D - • z - �. z r . < u i o i - z J < C i a fr14 1,"..." :1;<;31-1,NG CONCRETE HO; Co ',./003 mi,N; C o 3 C - '. F .CULE 3A SE.'_3 7',:11E 7- RuC7 1 1,;RE1 3/2 "93 r3g: L SGN LO4C (PSFi 30 55 0 2" x 5 • x .125" ALUM. ANGLE CLOSURE PLECE; ;AS rENER 12' C.: FOR CF LOAOS F S'S THAN CR EauAL To ?s!=. ' 0 C. ;CR C LOAOS 11 SPEA TER -7 H - AN 0 P 3 F (SF: ANr,-10.P. SCHECULE FOR ANY ACCFR7A3L: ANCHCRj - =XIS 7"NG CONORF7F HC' CR C C 0 (S=":" ANC.-;CP SCHECULE 34 SEC' ON 7ME CF: STRUC STORM PANEL SCHEDULE AL! MOr: :0NCITICNS (m V...." SPACE 3 2 . 4, `=- , HEADER( AL, m cuN7ING rONCI7jONS (MAX 3/L" SPACE 1 P ANEL .H.:.A2ER1 MAX 1/1.• r:R; NE2i,kri'/E OES:CN LOAD mAX. SPAN, RCSITI'/=- L3R_CS LES3 7HAN CR Eau4i 73 THE NEr.-471vE L.0- AR: I A3LE. -='-'7EOJThCF AP 7E COLUMN 4 SPAN 7A3LE 345 ON ` :CNC17,0,,4 LJ 3 7R 3LE oOSITIvE OESIGN ;_c;),.\0 70 2 MN SEPARAT;ON PROM ;OP CFS;ON LOADS 37E' 7 A3ULA 7PC VALUES, Sc L •':F• L. - 1, 2; CR L;NEAR ,N7E1p2,t_RriON M 4, ( 3E !...53 r -1,NE SPAN'S - EX1S r NG CON'CRiE75„ 'CLOW 3LOC,-C OR '"/CCO FRAMING (SEE ANCHOR SC:HE:ULF. 3ASEC ON TYPE OF STRUCTUR::') a 7.NG CONT_',R•FrE. HCL' 3LC- CR, 'WOCO FRAM1NC 'SE: ANCHCP 3( ':ECULE 3A3,EC o 7YPE C; S ALUM. ANGLE CLOSURE: P1E:E. 1• 4 2" x 125" 2" 5' X 12S mA X - ;'-^7 ./r -0 /2" OvEoL.4,RL 1:4 3 7 E•■E_R .71N 12" C FOR , 10 ,F S'ir,`: .3.'01_,'4L 1 0 .D C C FOP CES LCACS ORFA ER N 110 3 .S.. (SEE ANCHOR 5.:..-•J7E 3,LE CLOSURE DETAILS (PLain4 SCAL-Z 1-1/2 5 - 0 3 - 3 mr3-1 3 - 3 1111111•10- ENNINEENNI CES;GN LOAC 30.0 3 5 0 - 4cTrjAL S7ORM PANEL SPAN 5 - SEPARATION FROM GLASS SCHEDULE MINIMUM SEPR 7;ON FOR N(3's LESS THAN 30 A31,) C.ACE (INCHEs; 3 3 ON OPE 7-1N 3.0• -130.vE "1:RA,2: 2-7/3 1 -3/ 1/ 4 .-20 S,S, 3CL 3. 30L7 3., 91 NONUT / 24." 0 C. fl''?)- 2 GAGE 37E- 3EN7 L A Ex:57;N°' idAY '41N00.4 - 0 CV:RLA? " — FASTENER r 12" 0.C. FOR OES113, LO LESS THAN CR ECURL 70 1 10 ? 1 1 (..' ;11(3i ( E E ;C.,A1'‘,N4 C LH,C713.A43 1: - . R E E 0 1A UT, E R ANY 4 CCE? rAaLE A,NC;HOR) ALUM ANGLE CLOSURE P1E:E. < 2• x a 25" NIIN. 70 2" x 5" x 125" ;MAX E:csr;NG cc:Ncpi: 7E, kcLc 3L(.0C< OR 'HOC° FRA,m1NO, (S-Fo ANCHOR SCHECL.LE 3RSEC CN CIF S TRUCTLREi 3 0 1/.-20 S 3 3C1 301.7 ?. 1,4INGNU7 O.C. (TY?) -- 20 3EN7 PLATE 1 2-1/ .30,..;7 E 2 2,4 7%7 ^ )17 EXI37'NG Ca/ C > 5 : N 3 z 4WittaThaffaiwyjm 96-538 •r•■••■ I al 32 airrrnigu J. /1-cfZC' G/-€E 4 jr sc.. 1Y -.c :Jr cr • Q C C ANCHOR NOTES: 0 - /_7/93 C9: ;5 _ CHE - 1) `•C .P a 3 1 I ° ?E'a 4/ 9 JrE,'- .EAR RARA_LE_ I 71 7' -o.0 -1Ra Y I '/ ° _aE'. ./ I 1- I/ t. • r•IY GEaO `�3E Ev :�EaR E?? r'JL.R 1 - J ....coo , ?. N r _ 3 .. tie : t. /A _2J ,1 \ i /•, -� 3P ASS 31 ▪ ,nIY, / S /9' `^IY I - _ (SEE NOTE I) < (SEE NC7E '11 7 2 3 / 4 " EDGE DIS'A.I`IC.E 3'_3 ;SEE NOTE 1} _ 31 - 1 3 -3 S.: I;? 70 I (SEE NOTE t) T''r= I 3 5 I 173 '31'0 13 3 7 7 - I,, I j I 5 1 5 3 5 . 3 i 3 1 1 3.; 10 1 1 3 i 3 15 Ej 9 7 1 1 3 5 1 5 7 1 3 :3 3 1 7 1 I ,- 7 5 5 1 I I 3 ;3 7 1 7 1 : 1 5 7 � - 1'3 = 1 7 1 9 I I 1'31',0 5 701 " 7 3 - I 3 ! ' 7 I 1 3 3 3 1, 1 Y 1 5 _ 3 ' 5 I ' 5 173 - ' r - 3 131 3;'3; I,, 3 � ! - t 3I 1' 3 07112/7 1 9 17 3 1 ;3:5.5; 3 3 i5 5 I 1 1 3 113 7 7 5 1.3 5 3 I 1 5 '3 3 I r )) 1 7 3 I 1 3 1 I 51'3 I? 3 55 1 731131131, 3 1. 3 52 1131 3!13 31' 31;21 1131 01 7 '- 1'31,31731131'311'31 3 � , 2 1 '05 1.3! 3 1 1 3 I's 5 51 3 1 101 7 5 1 �0 t 2'70 - 3 7i 3 0 7 3 5 5I 3 1 7 1 13 1 5 - 51 3 I 'O i ' 7 7 - 5_-i 3 j h3 5 1 3 3 15 1-1 13 I 171 i313 52 72 207 1 3 7 9 5Ei5 • 3 3 � /1 7% 3 1 7 1 5 i 3 1 3 /).t / 1 3 /- 17:3'7 3 /^ ▪ / / , /) 3 1 . SPANS & LOADS SHOWN HERE APE =CR DETERMINING ANCHOR SPACING ONLY ALLOWABLE SHUTTER SPINS FOR Sr =C;F!G LOADS r1.1UST 3E Li IIT` SHOv/N IN TABLE 1, SHEET OF 3. ? 'ENTER T'darC= D TO THOSE ANC A NT =D GE , sAsa•'C ON THE EXIS E I DI STGN E. "S p;N`' DE. , �GN � iiko r ; RE A 7_R THAN OL .>rrChC2 _ � OR E.1UAL TO SHUT _ ▪ SPAN. Sr!j T-`? ..ND Sc_ -_ SR.1 `! GRE.a '?R T .1a THAN Ca 3. EXISTING sr.RUCT 'R^ to EXIS R ENCE N ��C R SC: U L CO, , - • . P _ �OA _ Cy: fi_C_ :_OR ' N 7 : C ad CETAILs FOR 1 R O CN, --- 3a S_ ON - '� %_ �F Ci`Ji.riC,�'IOrr OF a ▪ V.�? =, � I ION T YF_� SECS - ONr.E - 'CN ... aNCHCRS Si 35 ;NSi.iLl:'` _ CN T �R - IM; N A C :. Nr WITH ,wq. T R _ „� ___ .,.. ;I,FaC � 5 35:2.`77 :. `^LV c" 6 cC`•'E,'Ji ENO EDrE ,, S_ ER a r;GNS. THERE =X15T,N ,Cc - , <C;UCES ,v:L- = ',NISH CRS _r` NOT RL'r'.� o0`R(F Sr ` .rq � F �S S c i ERS aR= ,N G WOO' ? s",NG CCNCIT.C, S J, OUA, _ '4 F,�,.!1,NG nEH3 7 wr, E _RS. SHALL A,: S C 7 E:3 .'N �S.TE,N T] F ` � N C Po',.. FCC_ ^= S7V0 FRSI�!Irlr, F 3S- - .,. - C ' S C C ..15 5 op rR 3� `C C ?.ar- N: ',/COO 5 T'JO 5 3E 3 1, `r: E.< nEaC _ 5�.7_'H3 SHALL HavE R ill � � N 3. MA HI CN - CE'.rS ' SC .. '�RS AN 3A SE N E SC arJC 7,,y a - Hip E• .'Irilr ;c V2 _r4 TRUSS H: AC, (S;OE'�aL- 3C! - _'T' A S AN -,a, OF rH.R =a: S N. .. , >C. OR '.J = : 5 N Ly ??: N07 a C_3?r .43L` VSES I) SAC NE a N�C. ? R ���OI� r = r_ .C' rJ t /0 c7 J '3 - Z : ii3L_ a . JR a_ - _ Lc _ :�' ` ri_ l 'PA NrS jji _ I x I 7 '' 7 E I • '/. - 3 ?.1 ../L :AL( _ / -/3 --'eE :nE`,T 5,1-333Z, - s "' -E SC. ?_ J US I 220 _ , 7•3?7 N 'a/ ANY a ?oR �vEO r.+ ?C:.N HE.J C:NNEC7'Cr. :2131 -15 1I 2131L.,15 I 1 55 t3 '' 1 ' 5 1 _ I 1 101 ? 1 3 1 3 16 5 131131131'3112113 131 31 31 > 1 7 1 1 1 7 1 I y 1jI 3 :I131 �1 'I 3 13l I 91 9 72 7 _'I'1 gI73151313� <_1.3I 1 5 c1 1 ' 3 13 1 13 13 1 - I 171•_ ,I )1 17 1 i s 5i3i3 0 - 5 13, 1 7 19 I 5 1 1 731 _ 15.51 7 1- 1. I 1 3 I -' S 51 3 1 715 131 5 :20 3 ,, '6 Si 7 I 5 1'31 i 5i 7 1 I 5 71 7 1 5 1 '3 .5.51 7 1 7 j :1 1 3 5 j � I 3 ■ 7 - '1 1 = 6 ; j - 13 1 I I 3 ' i 3 7 35 �' ill, 11 1 101 3 I � � _ 5 " 5'5 -I -31 > i 3 i 1 3 j 7 I 5 I � 1 3 i i2 113 i1 7i13I10 1313171 91 1 7 1.315 51 1 7 315 1 1331113' 131131 1133 173 I 1�3 3:3113110 13j 3I 101:31:35: , 1 7 2 13 73191,19 131 51651 35 I ' 1 7 1 •� I I 113 t (t3 t 1 1'211'1 9 73�'S51 705 :71 70 I 131 3 1 3 I 5 3 1 1 13 1 13 1 '3 1 j 1- I' I C 7 31 7 I 7 1 1 3 5 5 ZOO 3 I I I 16.7 I MIRIMMIEW 1 ' 1 3 131731 9 i ^.51 5 -I3 4 3 1�1 3131 AIM I / t 3 1 1 55 1 5 6 175 270 55 ANCHOR SCHEDULE S ?A :rIG hr A ECU1RCC J? va?ICus C °SIGN C^LCS 2" EDGE DISTANCE S > SS,,? , 7 5 ?,�N5 SPANS 72 i SRNS ;? 70 (SEC NOT_ 1) (SEE NOTE 7; (SEE N NOTE 1) _NNEC 7;C,N TYP 52 13:'31131'3110 CONNE TiCN 7 ? 1 I 23 1 =I5 3" EDGE 0 /STA S?-�NS ',R T NCE 5 `' P (SEE NOT_ 1) '3 CONNE T RCN ?E .`107-7.E ;SEE .`107 1} • 2 I 3 i ' I � I i _ �? Q2 l 3 / 3..IL :174, '13 2,5 ,7o, ..i;11._ u _ . ti-- — I S ;SE 0 - 3 � F T" CAL.( -,N '.l; 7/3 = ^•9E:�E :4' -.7 s i. ' CI- xu iCRE'+ 11 72 230 52 72 ?� _. _1 e ' 2 t/. -27 SC?Ea / NUT 7G5 2C0 '33 i2 72 10 1 731 12 1315.5 1 = 1 5 17 Si 515 5 131.151715113 7 15 1317 =1 7 6 - , 10 10 / GI33 4 ��I�II�IIy�VL/ ! �� n! �� � 131 t 015151. 101 3 1 = 3 li��!/��'�Iii�� %G!� tt13151 =1 EINEMONIMENEWEI 111 3 1 5 1 13 M � �� Elrale inlimeguraamm WARM - 1 51 3 = 1 /-I=I3 5 515 3 3 3 3 7 5 33 15.5 1 _ / :S�1 .2 1 I _ - 3 717151 =I1Gi3 A C 3 9 / /� 3 1 !/ 9 1 3 % 3 %// 13 1 = 1 3 .1 / 7 '/) 3/ � 7 31131713 - +013 � 31 3 15 1 1 3 1 0�� /i 3 3 5 (715 '0 13 5 I 9 9 3 5 1 5 1 3 3 31, I1 70 '- 1 3 � � �� 3 7 7 7 1 .p1 3 I � 3 9 3 1 3 9 EGG ' 5 91 3': 3 1 11' 3, 5 I I I 3 7 5 ' 131 5 1 9 1 3 15 5 //4 A 3 3 1 13 3 i =13 //) I3�jr I �I 3 1 3 V�2/ ( 3 1 3 / 3 ± = 3 I3' /% 3 '1 % n o I, I 1 • / 1 7 :•:.,n 7 7 .. J� 96 -538 J `I L C , a 0 i 'WALL HEADERS WALL HEADERS saki': J /8' = 1 ' �SDJ1' O n r. -ace ro. 7 0 SILL. ADAPTER SUL: • J/8 • = f' 1/4 , - to s -- tctRrES SAT NOTE s' Q LOCKING PIN SCALE: 4/8'a 1 • .67s' © MALE LOCK SLAT SALT . = I --: -- -Lxo (M re; usi) - 2.2 1' -- I L19J' -= r ---- - 7:1 5 • Y.. nag L? 7a 9'-0' :r•£rrI R RACE Lr'•C'NS • 12' it". FCR S Irt2:2 3.AX LENCTNI C.V.A4;ER UP TO tr-o sonom BUILT -OUT . SGL� J /C = 1' 99s' ! 7J44. r/.233 I • 69' @ FEMALE LOCK SLAT SALE: J /8' = 1" 8 WALL HEADER WALL HEADER (uvvvtT us() SAL J /8' = 1' 1/4' I - 20 S S n4L4485C?£,S / wRTES. SE , crr sac* I I I.5s5 - I.-Jr ,.477' L FEMALE ENO SLAT © STARTER" STRIP SAL C J /8' = 1 • PLAN COMPONENTS �\ 1.G00• „ I 1 j *.zot • �L750 Q LOCKER SAL E• J/8 • = 1' 1 .7571" ® CEILING NAGER SCALE: J/8 • „ 1 • ALTERNATE LOCKING PIN SALE: 3/8' = 1 • ® MALE LOCK SLAT SAL J /8' = 1' SCALE: 3 /3' = 1' n 0.477' • FEMALE RESIDENTIAL BLADE SCA!: 3/8' = 1' FEMALE LOCK SLAT SCALE: J/8 • = 1' L © SILL SALE: J /8' = 1' 17C9 r' 1 1.2 t' © RESIDENTIAL ELADE SULr• J /8' = 1' _J_ C 1-- r.sc°• --4 0 LOCK CLIP 4' LONG SUL•J /8 =1' L CCeLa,. t !./ © ALUMINUM ANGLE,... _ SALE:• J /8" = 1' f L 9 . l2 ;.AC TER A MO' Jr.. P. G ftCRICA Lk. 1 4 4x67 GENERAL NO TM S Acc.cc4 9+IT r, µ1S BEEN GCSJCNC: w ACr ^1rGWC£ ION 7+E LACY COWwTY. 1994 ECmCio OF 7140 SARAN R :A'CA Bt.ALC4 C COOL GfS•1/ 01140 LGGS Swot BC CCTRUwEO AS PER st:X.V 6 OF ASGL 7 -64 wrrN l tO m. . AC=RCr1w 9+ irr ACEVl r FGA 114P Kr A'O fAnCJE Risla 4CF fiAS BE�V �£Rn AI .ic :. 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PLC C^••WANY Al) 14N8 L3/ edfe:110vr Cj LAP+..d4 maul N1'0 P'OL'RL7 C:74CRCE b J .2/4'. J,eIuLN c1Bc4L?/T OF R43#1. ZAhA MLA S 1 J/Y A2) 1/4' I , 7/1' £Ant GALX -N .v acts 9,ALL Df Grotty trltXEJ 1 lot P24a1t7 mad. 7t lA0 CarClevr Nr0 S7t/CLy 9+ 9C PLO. 1 /4' -25 =PCPS USED SHALL X 11/= LChS LAWN S 401.L2 STLt,^.0 c A J) N CASE NAT PRV.t5 • $ CNC Prtr4$r G:t' 7r ?mat Gt PA .CT P£ FCLNO :v ;NC CaS'AC *ALL OR floc.*. molcos STALL 9E L.^.r.0 E'.CVG/ 70 RCACN rN£ JLAas $ Al A 0f E SL'G4 PAriCS A.CiG•AC MA E SL L 9£ AS M�C.r.4; E2 C.N N A OTES l fz (3) 70 7? T 9t oCC WALL; - 1/4' 0 TAPC:N MCNcRS AS 1LAMAfACri01f0 or cr.1. RAYxI CA El= 1' 71 9 . - r /4 6 RAUt zurAc mu ANC+CRS AS 144+£$A(:1L'RE7 r•E Root PWC C WPmY 7•C - 1/4' I , 7/1' UK t:A1X -;N AS 4414.2 v4V 3Y NC RANI PLUS C.^.WANZ AK NOTE :• at) Y r N t w t V E L I I L Y E Y T GP ' A A _ . N A + 4 G , Y 1 ANO Rt+ t z i c w MC'eCRS left }E Cseir.. £!£ ocxx trot 9sAtt 5C 7 1/4: i2) 1 /4• I 1 7/Y RAnt CALX -x AArJ4(,R5' PALL BE D'RLY ES/8VXE7 A/TG NC 3 X.( NO ESi5 WO T ARi1 S:LC:.7 9tALL ?£ P�3YTrE1 T/4 -2O SCRC,S USEO SiAL.L 9£ 11/2' L.1.0 4arrnnnr SNOLtO SrU=1 ENS: 87) lV !.ASE NO PRECAST =NE CR PRE',.tsr C / CPCE • fiRiaS 8f F2(.240 CN 74f CSr7,G xK . A NCRS STALL BE LG4 1 ro PCACN NC s4N SRLCT. 3C-ANC S.4 PANE'S JAC.e.A.AC£ STALL B£ 1 1/4' 104111.14 FCR A`40,O4S YC' 7? aL L 1.), t 7/1• frt ,VKJ,IGrs J etTxi4E7 N 3.2.). ANC -CPS SAN: 9C AVAL:O FOtLCwv4O ALL Of rtrf REC1re4C.471C4S AA? SPV.17 47CNS Cf NC N.r14G41 tonuf MPR BLADE ANO NE cvo/t.�s FCR c uArrsa C. Q r �. r r:4£ rA.Ri•ERS ©r 0 AR£ uN n+f PArta OF CAVERN =CALS !l SNLL 9£ 711E aa?J4S8JLrrr Cr 17 =ATRACTC.t IU KERrY NC $00401/4ESi Cie 'ate S PLI RC NP•R£ 94tirra $ TO 3C ArACNi 0 r0 NSURE P? .4hC•CPAGE £ACN WPT LUST 3C R A PC /ENT LABEL At .1 k5d' -° FLAX orN A lu rat C MGT A5'fi.C774 TNf 7l7wtN7 !if r :swot THAT ALL LC0a41 Pt.. AS ' r£1. AS 3CT?/ LOC.t` -S AZT SE PPCPVlr Wr,ALLEo t 3CL'E0 Ot:RINO P E�O C$ X NLAVCANE 4...N " 1 . (c) / iILtEco: \ Dm TTLUT TLT7f4Q r £ NEE'R1NG CCUPANT cal 4 t Jen SC S,. 711. ivrA G .00 R.?0.74 11 4 /ww : (-)G4.471. /1-Vi . P.■ : 1.X2.471 -?1Jt r 1. SNVTT£R S 11.4NVAC7LPV S AUP Srs4l1 9£ P.ACE2 CN 74E £Z • .'.F'D 5 PACt Cf T kC LCCC ST.AT ) oNe LABf. STALL SE P .R f+ER• GPI (,,Aer. STALL REAO AS FCLL:wS' 1IC•ARJ SNi' LR C.+'Pm' AAA FL CAGE c'xitrr PRC.OLCT C.N7RC4- APPPC1,1E1 APPROVED AS CCM?;YI.VG WtT}! ME SOUTH FLCRICA RUILDL4G COOE DAT PR L 3 i 4; BY IL PRODUCT ROL DtVIs;Orl BUILDING CO JE CNCE OFFICE Acs,: t,;r+c; C6(P1:A - I a - 1 SL :.d .v.C'141 X :.M HOWARD SHUTTER CC>UPARY UC.ISE.RSr4Lp: /14 :CPS SA' 16&h s:pfc'' ULAW, f::RIC.A .1.11S7 CAC( CCUNPY SHCAN AS& / RESJGENr,AL 8EI?r7A ACC :I?D1ON SHUTTER s ul£ !/71/99 CA rt 99 - 3_`• CRAW7NC N, S:4£ET I of to t1LtEcoi:. 171.117 TEST t CoGNEL.71P01 C,+41 4.110 It :M 7C 7a If ) '.�jr : cc 44.0,34 �JMI . ry : 0.1 4't A. 111;lT y P. c Ft :a'■ l G 44 t57 ASS4 / RSJiCE.vT'AC EEtr- ACCCRCiC4 S»'UTEg 1 AS : +CMV 1 -MILE x c( :.t P cam K Jim SC :Wei.i 7 .; S;-111177.? CCWAld,' YE1 71/P• /. IC815 SV t Stn 5;7:7' fI C.M 4 2.112:1 1/29/79 :Art C9 — j5 CRAIr7N4 No r • I I a=C...vr I s? I ark . f we i Srt:T2 Cr II /t4 s 1 /4' 1 .SU 03' G 1 C :vcv CR C.. at acx Aga ,WCL1REJ Pa , J' .S: S S ,IL S iv/ 7/18' I r 7 /3' NTLCN atSr(UVa KURE) C.:WC? RS'.^U1PE'1 t 4»t UL.Y -rN ANG4CRS (Sea SC�f:ut: C.V s f. NC 7 CN -W 1) 1 } --- SG4CL.t -t Fr"? 1 S CF E .1HC • r0 1 il7NCC'N CR S: a a CCNG9eE ANC 1CRS (SEE SG4ECULE cN S•ieff $ NCrc 7 CN ,1EET 1) C:NG•7E ee ANC-CPS (SE: S E L/L: CN S:1E7 3 Jr .VCrE 7 CN .T 1) 7trALL MOUNTLVG LYSTALLATION -- SECTTON A sc.ALE : J /a' = 1' S'- NCT• rV s J J. • - S x S. v/ 7/15' 1 1 5/8 LCNC .VYCCN Sur.-'104 (T 7C'P ;NM CR fJ I z. £ S • id. 49/ 7 /t5'/, 7/8 vx:N surrrlNc r t. h 8CTTGV (r..471. 'CR) • 3C1Tc I C,NTER/CR) °:., [ //7 1 // r--1"--741 1 1.-Ca' -+ /� >K C.+ x -�7V ANC-!CRS (SE: SC-S24.1.: .V �a S * NC17 7 Gv :rte t) • R MO VABLE FLOOR .410 JNTLVG INSTALLATION — SECTION E1 Sc ic:. J/43 = t * AC ,W ?V£:Y r0 I' r 1 • Alum. mar w/ ,wG -SCR. CRIC L HC". A ro rN 7.414 cwt 4L( -N AT©. c: ACC: Mrri NYt N CAPS R£CUWED -7 ! C // C � PCGRo C:,.eE C'.C14C7 aLCC( '14.4L_ RECURE7 /11 r J'S S. S x S •/ 7/13' I r 7/3' .YZ(CN etre1NC (Tip. acrC ) /la , ./+' S £ S Al. S O 12' C. a rrP EAL SVC 1 • r 2' s .125' Cant. AL:'V1Nt.W ANC.: (E -17 - :ce CF SUa f APPL'U2L: � 14 4.15S S � 0 a`>G� r � M I r , Nccw al A , y GiCAS c.: NGS hu t! C14 5 r 1J 1 - SECTION Al I f =NCA ANC-C S .(-cc sC+E:UC.: CN s eer 1 f .YCrr 7 ay ;ner 1) ?TALL MOUNTING IYSTALL,.4TION SUCE : J/3' = 1' .72 S K A� 7/15' I r .//3' i L 9 U h (r TCP NTERICR) 1 G /t? zrS. S S. M. 1 if/ 7/18' I r 7/3' Nr.:N atAr.rtINC ry.. rcP t aCrw ECTTCU ( G'GR) E a . ECCF ^ASrANC£ l sGtiExtz CN Srfw 3 Cf 10) (rtreg 1CR) NCIT � Cru8r4477C.V C S C 7CNs : NAC./F:CCRIM1..N0 uCtxrNt S :770.45 CM 3E C:? c N ANY [AY r St9r ANY 1NS.+Ci;.C`t R,CUrRE? 1-- sc rCULE Fr••R --j un. SEPARAT7C141' ra cuss c, O''S14 W7NCC•N CR S a 0. r its /cq S. S' Alum. PCP RAVI 0 12 C AL7c4NAtc CCGi/GV F;R ;CP LP F.i- J�LVE? - SECTION B 4 i . ,vCTE 7 0.4 . i(fl t) rl 1 E 0. n 11 I I 11 1t II CCNC;Erc mc-rCRs -' L I r PaRE7 CSNVSrc (SE. SC-1£w ON }.--__ 0. RECU7REJ.' 7 � 1 ) /10 , J • S S Sx 7/1Q• I , 5/3 LCNc 147tCY :Mitt ( TCP PTV, 1CR III 1 v. 1 � SxSw/ 1 I r. Ii 7/;8' 8• . � .mcN 1 s s c , � 7 /c d r rca t act , C.v (ErEtM.a) aarCL ) /70 r 1/4' t S S x S CR1 /15'0 A1uert P', RNErS 0 CEILLYG & FLOOR MOUNT. DISTAJLAT SUC_ :J /a • = 1' APPRCY0 AS CCM? r1NG WITH T ( SCUTrt RCRICA 9Uft NG COCE / CAi I� ` p oo „ 31 Pa. ilt PRCOUCT CON O4V!S09 9u1LO;:4 COcc COMPt.A.CE QFFiCZ +C :v rA:;c; YO °4 •01Z 0 CAGE CGC'rvrr C.3,27/98 09:29 ' �/ — 1 SE= ANCHOR SCHEDULE. REFERENCE I I I I_ L r \ I \ I C� LA JCCR 12' / i Ii J / / /I 2.-17-fir l • v CRi . / FASTENER, SEE ANCHOR SCHEDULE.. REFERENCE / CONNECTION "TYPE 1 EX!S TANG 3LCC CONCRETE, HOLLC'.� X CR '4' COO = RA,HING (SEE ANCHOR SCHECULE EASED ON Ty: ��, p _ _ S LCTIJRE (A'�/GLE TO'NALL DETAIL) (PANEL TO ANGLE DETAIL) WALL MOUNT SECTION SCALE 3., EXISTING CON CRETE, HOLLOW 3LCCK CR ' F,RaMINr, (SEE ANCHOR SCHEDULE 0ASED ON TYRE OF STRUCTURE/ _ I JRE; (" /- __- CONNECTION 'TYPE 2• 1 .' 3LCC< OR '.v:DC FRA' NC. (SEE ANC -CR SC:HcOULE 3ASE0 ON T'(PE OF S T RL'C -URE n SEE SEE R�yC `^IN _ _ 3ERARAT i. SC . EASED O :A? -RC ^ O L ASS • U.. HEADER CONY --- C N - -� - ^, p `s E Z 1] / ----- - ' -- - -mot J < • 1/A -20 MACHINE 30L7 3 'w!NDN'iUT ca 5 -1/2. C S== SCHEh 'NE.R ANC -C SCHEDULE. REEERENC_ CONNECTION `TYPE 5' - �C'DNT :74. EK SC.RE'W L CR 1 /� -20 : INC SCREW 3, r1UT (] 13 C 2. 1/!. 3/=-"•k-1,-%,< 1/4 CR ' /J- ?0 yACHIriE 30L7 ; '../I,NCNU; 'p• 5 -1/2 0 C. 3 /r• 4 ' = T=.< SCR = a 2C M C -1NE =A5 �Ea SEE. 13- 0 2. SC -E01 ' _ RE RENCE CoNNE RCN TYPE 5" •_. .2 • X 2•' S I /3 - MIN 2" t 5 '/ 3' M-X -ALCM ANC•_E ,5253 -75 (S:OE CLOSURE ?_OUIRED SEE !"E,qs; ANGLE BUILD -CUT SECTION SC 3 • = 1 . FASTENER, SE= ANCHOR SC CDLLE ?E?ERENCE CONNECTION -TYPE 3' —` �i / �I �I I S.ERAR-. ?=,'^ =LASS SCHEDULE DL A SS OR DOOR J CENT, SEE S70RM PANEL SD-E EASED CN GA? A T -CP OF ?ANEL 1 SCALE . 3- = 1' -0" EXISTNG CCNCR =T- 3LCC:< CR ' -coo F ?AMING (SE= ANCHOR SC -EO•L= 3AS CN T !RE C? ST.RLC7UR_1 • 0 •XIS TING CONCRETE, HCLLO'., 3LOC:< CR './C00 FRAMING (SEE ANCHOR SCHEDULE 3A SEC CN TYPE CF STRUCT MAX . 1/: -_7) MACHINE 3CL ! `.JINCNUT ,c 5 -1/2 C.C. -� – • / STENER _ t Lc� / ; � �' / /I SC RE ANCHOR I/ /f -/ / c,RENC / I - OGC CI'S i / EXISTING CONCRETE, HOLLOW 3LOC:< OR 'r/ °CO FRA MING (SEE ANCHOR SCHEDULE 3ASED ON TYPE OF STRUCTURE; CEILING /INSIDE MOUNT SECTION CONNECTION'T(PE 3' FASTENER, SEE ANCHOR SCHEDULE. RE; ;,RF',NC: CONNECTION 'TYPE 4' // EDGE I I CIS T'II. CLASS OR I ?' II / occR I -r V F E,N, SEE ANCHOR f / R ' C:NN=_TICN 'TYPE y•�_ — ~� I I �1 CONCRETE, TING N C.RETE, HILL O'.✓ ■ I 3LOCK CR ",-,CCD F.RAMINC ■SEE ANCHOR SCHEDULE 3ASEO ON T (RE OF STRUCTURE) - ■ / 7/.:. • CR 3/_ uAX / i f SR� :; SC / /� H 3A S c. GA? N- l .� , I - Sc_ :? Ti JF / C ,�,..- ' I , • J I I / , J J S- �ARA71 l� ' .'-. z ,I - • <' Z VI a Xi I-- <1 A zj 'L I ". 1 i1 CONT ANGLE BUILD -CUT SECTION SCALE : 3- = 1 ._ 0 .. ED,C SEE MITI CN I FROM GLAS SCHEDULE CL ASS CR DOOR J- I LIN ®CCNT 0 EmE / /,� r FASTENE l 5 -1/2.. C MAX CO NOT EXCEED ANCHOR EXISTING CONCRETE. HOL ! 0'J \ HED , 5, N USc ELOCK CR WOOD FRAMING ��, R S EC ? 3LE S AC ANC R S OINI Y (SEE ANCHOR SCHEOUL= REFERENCE C'ONNECTICN 'TYPE 1' EASED ON TYRE OF STRUCTURE) USE � RS HE 30L TS 1/ '�// 20 KES 'fS HCTLE US WASHE ?, AR ENGAGE 3CLT HEAD IN NAR.ROw ?ORC ;CN C= ;KEYHOLE BASHER DIRECT MOUNT SECTIONFrko' /E) AS CCr. ; ?LYIrIr, SCALE 3 ' 1' -0 - ;1. TEK SCREW CR 1-20 MACHINE S-REw L NUT 13'• C.C. SEE NUN. SE?ARA TICN EACM GLASS SCHEDUL 4 NCZ U T :'S v1 / D.C. - -_ S;RE'r/ CR 1/•-20 SCR= 4 3 NUT 13" C -FASTENER, SEE ANCHOR SCHEDULE REFERENCE CONNECTION 'TYPE y. - 1/A-22 MACHINE 3CL = SEE STORM RA•NEI I A CC cFSPANJE CAR 110 . Imo' V1 'z 1/4. CR 3/... MAX. SCE CL ,SURE - 'R- DIP,_:. SE_ ?'_AN /'E -B SI .� *•:;; LCRICA 3UILJIiJC CCCE 7A P IL 36 , 'RCCUCi CCD ) I. Dr!.S:C�r 3U;lCI'1 CCOE OCL1P!•ANCE OFFICE^'( (11: I t I I 1 i J a a PecF!S;414• 1c .„t , s e iCH ThrWE:A 1 • :;,•vn 31 • i 7. ,,N,, C,•,^" .1 t /.0 J.R 96-538 •n.•r - sr 4