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END WPURES DETAILS FOR INUA"TJON, IN POURED CONCRETE, <br />CONCRETE SLQCK OR W_Q0Q STRUCTURF.A: YAUD EQR R GUIAR. - LIFE <br />$AFM & E—Z HANG SM M PANEL Tj 5YSTEMS <br />OR '%= <br />r�, wow Fwjx Apr 3105 <br />& bowle ALLM COW, AULU <br />.I. ANGLE 1 3/e <br />00110"m <br />0= OR r� WOOD POURED COK I f4*. . 1 3/e VAPOW <br />REQUOU Coseftn BLOCK <br />21.e WOOD mv- .(4 <br />INVAM <br />IV CAP <br />I <br />, <br />Ciff AWa' <br />DA VARIES 2, 10 Ito tDcAnOw <br />r aw odw.- <br />V, 16b. W< L LIN. AME OR <br />AL 4 <br />AM*.=o <br />!3 154 = <br />Mm PLAIT: PouRm CNICRML cm4mm <br />3;05 SIM CA 21w WOOD FRkW <br />21/2, REOLVIED <br />10 <br />__j ww. GAP <br />w . wid, �f, . 4--tor <br />0 Ir Q�iL 05­"1# 09 405�115 ALLU, <br />W1Ac*w C.L m- Ahat <br />QASE A (P CASE 0 (PLAN) CASE C (PLAN) CASE D (P <br />SCALE SCALE 1/4--l' SCALE I/e-1' SCALE 1/4--1- <br />SOUD-Wr OR <br />IM EM PA§11MKTE <br />lu" D Am <br />­4 a OR tharm <br />.Ax ROOM OR <br />1 e I'D,, <br />(MH PANEL OR 2, i som of Me" SCNMYAE <br />(MIN! pu RMUMD AS *"JWW IQ* 11) <br />T & 0 <br />2U* WOOD MMW <br />OVERLAP REMO 61 1 <br />OPENINO WID" ROOLmm 1 <br />VARIES <br />XT= <br />61 MU& <br />wu (w" cur END PAK* <br />x mo, DISTANCE <br />CASE G (PLAN) <br />.1 . SCALE 1/4--l- <br />WOOK <br />VALID FOR DOW MOUNT INSTALLATION ONLY <br />CERTIFIED PM41 INSTALLATION AT WALLS W1 <br />NO-44167 SURFACE LEVEL VARIATIONS wamw 1/4- <br />FLORIDA BUILD4MG CODE (Non Wgh Velocity Hu no Zone) <br />CASE E (PLAN) CASE F (PLAN) tp. <br />SCALE 1/4'-1' SCALE I/e_I. 24 SAGE CkVARM STEEL STORM PANEL DON. Im <br />I L E C 0 GLOBAL PROTECTIDN PRODUCTS, LLC. <br />w, <br />pm __,NK v Lmm!".ir MOND M4)60-7546. FAIL 20-175 <br />� 0144).10-am <br />to DAW" N. <br />Nun 8 OF is <br />(VAUD ONLY FOR PANELQINSTALtAj1DNS AS PER ALTERNATM�S JW THRU 4W, ON SHEETS 5 & 7) <br />Mw ksX <br />DESIGN <br />PRESSURE <br />RA`nNO <br />(P.J.) <br />"WIN ANCHORS SPACING FOR ED. - AS %IOWN ON SHEETS 6 & 7 <br />APPLICABLE <br />To <br />AVEWNATM <br />jj= <br />OF T�IEN <br />MAXIMUM <br />PANEL <br />LENCIII <br />-L <br />TAPODN <br />LAG SCREW <br />PANEU*1`E <br />FEMALE IQ, <br />PAN=14 <br />WQQQ <br />IT <br />13, <br />Is" <br />Ir <br />W <br />IT <br />is' <br />Is, <br />is, <br />13' <br />(WT04 <br />61/2- <br />6 1/2" <br />6 1/2" <br />6 I/v <br />6 Ilr <br />(TOP) <br />a Ile <br />12 1/2* <br />6 1147- <br />----- <br />Lt. <br />Oft <br />LESS <br />----- <br />13" <br />+43, -45 <br />OR <br />LESS <br />Is* <br />13' <br />13' <br />Ir <br />Ir <br />(am -)- <br />_113 <br />IT <br />13, <br />13, <br />1/2, <br />W (lop) <br />13" <br />13, <br />Is' <br />13, <br />r <br />1/2* <br />6 Ile <br />6 1/2* <br />5 I/v <br />a Ilr <br />frop� <br />- <br />ill 1/4' <br />1 2 1/2' <br />a Y4 <br />>5*-v <br />4 j1r <br />e <br />To <br />1 <br />4 <br />4 <br />7' <br />YN <br />12" <br />12' <br />is. <br />--i-Sff —TAffa#1 FOR "C A.SD, DESIGN LOWS MAX PANEL LIENGTHS VOIEN SPAM is <br />USED, DDIRFIESPONDING ONLY TD ALTERNATE Zff ON SHEET 6 <br />ANCHOR <br />t/4-0 FANSMATE <br />ANC�W 0 11 1, <br />MAX A.S.01 <br />OES1014 <br />PRESSURE <br />Raw <br />MAMMUM ANCHORS SPAM FOR CID. AS SHOWN ON SHEETS 5 7 <br />APP� <br />TO <br />ALTERNYAM <br />A" <br />OF THEM <br />M."L, <br />PANEL <br />LEmm <br />v <br />(0-) <br />TAPCON <br />LAO SCREW <br />PANEUMATE <br />FEMALE To <br />PA4ELMAXE <br />PLUS <br />WOW BUSHING <br />IT <br />Ir <br />Ir <br />13' <br />Is" <br />sw Cmm <br />Ir <br />ir <br />is, <br />IT <br />1W omw <br />a t1r <br />01/2. <br />a 1/2- <br />a 117' <br />Fir Pop) <br />61/4- <br />12 i/r <br />6 1/4' <br />12W <br />7' <br />(MP) <br />OR <br />LESS <br />3W (901m) <br />is, <br />Is* <br />13, <br />IT <br />13, <br />4w M <br />>+45, -45 <br />To <br />+M -73 <br />13, <br />15* <br />IT <br />is' <br />13' <br />4w cwtm) <br />IT <br />Ir <br />13" <br />13' <br />ir <br />1W mp) <br />IT <br />Ir <br />—Ir <br />91/2- <br />. 4 11:r <br />5 1/2" <br />1 6 1/2' <br />211 (w) <br />6 Ile <br />12 1/2' <br />1 6 Ile <br />JZI OMM <br />7 t/2. <br />7 1/2' <br />__1YW <br />(TOP) <br />6 1/2- <br />IT <br />5 11r <br />---SEE TAM f I FOR W A-1.1) DESIGN LOAM & NA;X� R%M:I- LENGTHS WHEN SPACER 10 IS <br />L"M, COWdSPO1\9NG: ONLY TO ALTERNATE 2W ON SHEET 6 <br />1MILAI <br />A <br />KSA OEM LOAD <br />MAXIMIUM PANM <br />LENQTH <br />40 PSF OR LESS <br />W-0- <br />> 40 PSF TO 50 PSF <br />6,-r <br />> 50 PSF TO 60 PSF <br />W-10' <br />6 MAX� PANEL LENGTHS ARE ONLY MO FOR INSTALLATIONS <br />FDOALE ID OR PANEL MATE PLUS <br />W/ PANEL MATE <br />ANCHORS W/"S_P*A& <br />�Q!4Z 1/2' O,C. <br />_7 C <br />pma <br />(SEE ELEVATION <br />ON S�W t2) <br />SIX Perm is a to MR ANCHORS ZE SKa"c MR <br />Wa VD00 ROW <br />MAKNIN AND <br />ARC 00 ON T.S Me 001 015TANCE <br />D, ED UcZ THW <br />ON ffy Tw By <br />THE To K <br />SFIALL HOT aE <br />,CCA70 FOR CA04 <br />TfpE ON <br />INCH" Tat <br />Ile. <br />vom <br />__W� <br />A40M wvgm 00 <br />3 <br />Imbodueopg <br />3 <br />3 <br />aeew. X� N <br />3 <br />3 1/1 <br />I'M MK MOM W <br />ir <br />mo <br />parm POU <br />CONCRETE OR <br />CONCRETE 81 <br />REMPED. <br />1/4-0 FANELWt <br />ANCHOR (wirow <br />WAILL MOWNQ <br />SCALE 3/6-1- <br />(MD ONLY FOR PANELO INSTALLATIONS AS PER SECTIONS I THRU C ON SHEETS 4 5) <br />MAIL A.S.D. <br />DESION <br />PF439JRE <br />RATING <br />kMIUM ANCHORS SPACIW FOR MIN ED POR SCHEDULE SELM <br />A1 PLICABLE <br />SOCno"S <br />M,*MW <br />PANEL <br />11! <br />00 <br />MAX ASIM <br />um" <br />RATING <br />(P�v,) <br />MAXIMUM ANCHORS SPAM FOR MIN ED, PER SCHEDULE KLOW <br />APPUCA" <br />"A"o' <br />PAREL <br />tio"ID-S" <br />I FEMAILE ID <br />PLUS <br />IA <br />OF THEM <br />F01ALE <br />0 <br />Ima <br />coam <br />va <br />w <br />Am <br />10 <br />owcwm <br />3k <br />3k <br />10 <br />3k <br />414 <br />;96j�� <br />. <br />— <br />'o <br />= <br />70 <br />— <br />3k <br />10 <br />10 <br />OLD. <br />66 <br />+45-45 <br />OR <br />Ir <br />is, <br />I <br />IT <br />is. <br />IT <br />13 <br />Ir <br />IT <br />13" <br />IT <br />IT <br />11 00p) <br />w_r <br />OIL <br />+go, -ft <br />13" <br />1 13, <br />IT <br />is^ <br />IT <br />IT <br />13, <br />is" <br />is* <br />13, <br />IT <br />—ir <br />11 1/2' <br />1 (w) <br />s*-r <br />OR <br />ulls <br />IT <br />IT <br />IT <br />Is' <br />is, <br />IY <br />Ir <br />is* <br />43, <br />__jr <br />is' <br />__Lr <br />ir <br />Is,- <br />13" <br />is' <br />I 1 (111011104) <br />13, <br />IT <br />13" <br />13' <br />IT <br />13, <br />IT <br />ir <br />ir <br />IT <br />it I/v <br />I (wrmm) <br />IT <br />Ir <br />IY <br />IT <br />13' <br />is, <br />IT- <br />1Y <br />jar <br />IT <br />12 V-) <br />IT <br />Ir <br />IT <br />Ir <br />IT <br />IT <br />ir <br />Is' <br />jr- <br />IT <br />Is- <br />11 1/2' <br />2 CTOPI <br />IT <br />$r <br />Ir <br />Is- <br />IT <br />Is- <br />IT <br />Ir <br />Ir <br />IT <br />Ir <br />is* :2 <br />(am"u) <br />13, <br />13" <br />IT <br />IT <br />1 Is- <br />1 <br />Ir <br />1.31 <br />IT <br />13, <br />ir <br />13, <br />IT <br />IT <br />IT <br />Ir <br />;3 <br />1. <br />IT <br />13, <br />13" <br />IT <br />IT <br />IT <br />is, <br />11 <br />12 I/r.12 <br />11r. <br />a Ile <br />5 I/e <br />12 1/2' <br />12 112- <br />1/4- <br />6 1 <br />L(gonnow <br />12 1/2,12 <br />i/V <br />6 1/4' <br />4 lie <br />12 1/2'12 <br />I/V <br />6 1/4' <br />6 114V <br />3 (WTW <br />r <br />Ir <br />Ir <br />a, <br />r <br />ar <br />6: <br />-Ir <br />8* <br />4 (w) <br />B <br />1 <br />(TOP) <br />or, <br />4 ZBOTW <br />IT <br />IT <br />IT <br />Is, <br />Is, <br />-Ir <br />_�V_ <br />_Ti�_ <br />FvwT_ <br />13" <br />IT <br />is* <br />is* <br />13, <br />IT <br />r <br />ir <br />IT <br />IT <br />Is, <br />iLYM__(wP) <br />is' <br />ir <br />isr <br />Ir <br />IT <br />IT <br />137 <br />IF <br />12F <br />14, <br />IT <br />Ir <br />6 <br />Ir <br />Is,- <br />IT <br />IT <br />ir <br />IT __IT <br />tr <br />11 <br />-Ir <br />—Crop) <br />Is" <br />Ir <br />IT <br />IS" <br />IT <br />tr <br />is- <br />--v3z- <br />IT <br />IT <br />13, <br />[a tw) <br />13, <br />13, <br />13. <br />Ir <br />IT <br />is, <br />Ir <br />tr <br />IT <br />Ir <br />Is, <br />F, I <br />i- <br />5 1/4' <br />1/4' <br />0 Ile <br />Bile <br />0 Ile <br />0 <br />IT <br />5, <br />IT <br />10 1/2' <br />IT <br />7' <br />13' <br />1" <br />7 1A <br />It 1/2 <br />13, <br />v_e <br />TO <br />IC-4' <br />is' <br />13, <br />Ir <br />I is' <br />a 11r <br />IT <br />a L/2- <br />v 1/2- <br />8 Ile <br />IT <br />5 t/r <br />I POP) <br />TO <br />w-r <br />13' <br />1 13' <br />is. <br />g 1/2 <br />IT <br />LLA <br />IQ 1/2 <br />1 1/2 <br />IT <br />Ir <br />I (wmw) <br />13, <br />7 fIr <br />IT <br />13, <br />ik <br />to, <br />IT <br />To, <br />ill <br />Ir <br />IT <br />6-w <br />1 (WITON) <br />IT <br />ar <br />Tr <br />ID 1,12" <br />is" <br />7' <br />IY <br />7- <br />7112 <br />3 1/2 <br />13, <br />4 1/2' <br />2 VOP) <br />13, <br />1. <br />IT <br />IT <br />Ir <br />T i/F <br />ir <br />T; i/.r <br />9 1/2' <br />o 1/2' <br />IT <br />5 1/2" <br />2 (TOP) <br />Ir <br />r <br />13, <br />13' <br />IT <br />T;I/11 <br />Ir <br />11/2 <br />10 1/2 <br />1 1/2 <br />- <br />5 11r <br />I (BOTION) <br />ill <br />7 Ilr <br />13, <br />1 r- <br />L <br />IT <br />lo- <br />IT <br />IQ" <br />if- <br />Ir <br />IT <br />6 1/2- <br />2 WTfw <br />Ir <br />r <br />IT <br />IT <br />13" <br />9 1/21 <br />Ir <br />01/2 <br />101/2 <br />7 1/2 <br />IT <br />F—MV) <br />IT <br />7 11r <br />13' <br />1 IT <br />Ir <br />IQ, <br />IT <br />_10' <br />III- <br />a, <br />IT <br />a I1r <br />3 (TOP) <br />12 1/2-12 <br />Ilr <br />5 1!�4* <br />ye <br />i2 1/2, <br />a I/* <br />- <br />- <br />5 1/4' <br />6 1/4' <br />3 (MYTTOM) <br />- <br />- <br />12 1/2-12 <br />1/2' <br />0 I/e <br />6 Ile <br />12 1 <br />12 Ilr <br />- <br />51/4- <br />6 Ile <br />3 (BOVON) <br />is <br />Ilr <br />1/2' <br />_r <br />4_(TOP) <br />71/2- <br />r <br />9* <br />v <br />r <br />C <br />,r <br />e <br />4 1/2� <br />3 1/7' <br />6 1/2' <br />3;- <br />Ir <br />5. <br />5 IIV <br />- <br />7 1/2' <br />- <br />4 (WITM <br />e <br />- <br />w <br />w <br />- <br />Ir <br />- <br />a 11r] <br />- <br />7 Ile, <br />- _ <br />4 MUMW <br />is, <br />7. <br />IT <br />Ir <br />IT <br />9 1/9' <br />IT <br />9 11r <br />10 1/2' <br />7 1/2* <br />IT <br />W <br />5 (TOP) <br />is' <br />a Ilr <br />is" <br />13" <br />111 <br />1 o" <br />I r <br />Icr <br />11 <br />e <br />IT <br />1/2*� <br />5 (TOP) <br />I <br />is, <br />9 <br />13, <br />9 1/2' <br />ja 1/21 <br />7 j1r <br />13, <br />a i/V <br />s oWnum) <br />Ir <br />8 I/r <br />IT <br />113, <br />Ir <br />10, <br />1 r <br />IQ* <br />Is <br />i2w <br />II6_i12f_jY <br />7' <br />5 1 �1' <br />IT <br />!,!a: <br />6 (w) <br />11 <br />IT <br />a 1/9 <br />Is- 151/2 <br />1 16114 <br />'16114 <br />-10 <br />Ile <br />61/4- <br />8 Ile <br />0 1/4' <br />6 <br />Ile <br />0 174 <br />- <br />16,1/ <br />4 '16 <br />I/V <br />SIM wo A$ MR AN040"11w m w0luxiONS wm WOOD fww mumm <br />M"m Mo." sppa" Aw ammum WOE mmm Am woloAm ON " Soaom roo to, <br />U015 TWA WIXOM ON 8000LE INDUCE AWKR VAOM Rt A&MYM Sid" ON <br />SCHEDULE IN Pf POLU)NING FACTOM FOR rM OPERATION70 K POSINkf. = SAC" <br />nii.iAM <br />OVIDs" LaM Ah" *Vjl NOT W = INW ~0 $PAC04 INDOM AmwDR Im <br />ON no SCHEOLM <br />ANCHOR TIPE <br />I/e. <br />110k <br />1/4-6 <br />/VA , <br />upcom <br />mcu�w <br />m0w_ <br />_1 <br />Lumo-NNUm <br />&A�w <br />momm VACK 0.) <br />1 <br />3 <br />2 Itr <br />2 V; <br />fm <br />11ir <br />3 <br />F.D.) <br />I/r <br />4 <br />ACRIN. gm <br />I vr <br />2 'Ir <br />r <br />I <br />DAM <br />3 Vr <br />- <br />1. 1. <br />IAG <br />I IAG <br />1 <br />SPACOM 5 USED� SEE- TAMILE 13 FOR MAX A.&M I <br />DESIGN L0A0DWSY&YAWJX0. rMELS1pjWWHM SPACER " IS OSED, <br />(SEE SECTIONS & ALTERNKM ON SHEETS is. 14, <br />r WY. R,-IIA/13. R­2A/13, R-3A/14, R-IIII/M R-28/13, R-39/14. <br />+R-IAW/15� R-20/15. R-3AW/16, *R­tBW`/15. R-2W/15. R-38W <br />4) 0 0 0 0 0 <br />A&D. D1E!Im LOAD <br />mamm Pma <br />40 PSF OR UESS <br />> 4a Pst, To 5o PsF <br />6'-2* <br />> so PSF TO so PSF <br />5,-Io* <br />A MAX. PANEL LDWHS ARE ON VAUD FDA INSTALLATIONS <br />O.C. <br />W/ SOUD SET� SPACER AT 12 1/2 <br />/16. <br />I <br />I it <br />I <br />I <br />I <br />I <br />I (Di I <br />1 4'0-20X 1`54. SOLIS <br />(USE FOR PANEL �EN" <br />OYER 7'-5') 1 <br />I I <br />f i I <br />i6W P .,,EL <br />I i 1 1 : ! , <br />UK SAFETY STORM PANEL N <br />REGUILAR STORM PANEL <br />, <br />P'l <br />I/4-o-2w- <br />AT muffl, <br />-- ---- <br />--- --- <br />L <br />7 <br />TION 0 LIFE S0%r,­+ <br />PANEL SOTTO CORNERS 0 <br />D.M.. <br />WING. NUT AL-1 EXTERIOR L__j"G NUT AT 3. <br />LEFT PANEL RISHT PANEL <br />11 WIN. R-IA/m R-2A/13, R-3A/14, R-18/113. R-20/13. R-30/14. 1 <br />*R-lAW/15. R-2AW/M R­3AW/l� R-w#/16. <br />- - ----- -ANCHORS (SEE 98CIONS & ALTERNATM3 ON SHUTS is, 14, 15 <br />Ij <br />UEE SAFETY STORM PANEL CI) ELEVATION (t) <br />;-(DRErULAR 2AW- SCALE i/C.i' <br />%1nRM PANEL Oft avuom .1 'ANDIE VALLEY) SIM PA <br />VAX. G <br />Ile <br />In SAP M�j PANEL <br />fjo <br />EXIERIOR DK <br />N1­*,-., Opf <br />�q <br />$1 ...... <br />SECrION A —A <br />SCALE 1/4--1- <br />m <br />R_Jaw <br />&OURIMMAR A a LIF1 NEW PA <br />AWAA <br />WALL MOUNTINGS <br />SCALE 3/8-1- <br />I INSTALLATION ME MY VALID FOR &S.D. DESIGN <br />PRESSURE RAT44GS Wj AND PANEL LENGTHS AS <br />PER ELEVATIDN ON It <br />2, FOR NEW WOOD FROM CONSTIRUCTION� WOW <br />MEMBERS TO 9E swomm PINE No 2, w/ spmnc <br />DENS" OF 045 OR EOUAL <br />TAPCON <br />R 0 9* O.0 <br />MAX <br />PANEL LOWTH <br />Ir_r <br />ov 41=-&-T) <br />+60,14 <br />(W/O "IIAP MID PANEI UINM DOM <br />USE 21-4" w PAREL LENSTI1 <br />t INSTALLATIONS ONLY V&Q FOR WIND <br />SPEW UP 70 170 mp.h. <br />`4 <br />5 <br />MAX. GAP <br />vlmo� W_ <br />24 GAGE "ILVANIZED STEEL STORM PAWL <br />"SAL MTECTION PRODUCTS, LLC, <br />ILIV. 51 <br />DOC n. 3w <br />Roe (04)M-754 f/m 054)mm�m <br />20-175 <br />Dow** N. <br />to <br />TAKT ;114- <br />R 0 9 04 PLATE <br />(VAILID ONLY FOR PANEL INSTALLATIONS AS PER SECTIONS I THRU S. 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I&IEPR W. 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INSTALLATION ARE MY VALID FOR MAX. XS,D. % <br />DMCN PRESSURE RATINGS (p.oj) AND PANEL �R /T1 ME C —0,.. CLOW PROTECTION PRODUCTS. LW. a-L. <br />LENGTHS AS PER ELEVATION ON SHEET It SAL 5 <br />2. FOR NEV VAM FRAME CONSTRUCTION: WOOD 8664kkk v '44 20-175 <br />MEMM, S To BE SOUTHERN PINE No 2, W/ SPECIFIC <br />OENSPY Of 04" OR EOUAL <br />LIM t" 27 <br />—00 <br />> <br />0 <br />(D <br />CL <br />CL <br />0 <br />0 <br />0 <br />—0 <br />(3) <br />— <br />U) <br />(D <br />-t-- <br />= <br />0 <br />M <br />0 <br />-cu <br />-0 <br />C/5 <br />_a <br />— <br />(D <br />LU <br />0 <br />0 <br />-1-1 <br />U- <br />Lit.- <br />0 <br />> <br />U) <br />U) <br />a) <br />E <br />-It, <br />CU <br />CL <br />cu) <br />U) <br />0_ <br />< <br />z <br />CD <br />uj <br />CD <br />qp- J=L C=2 <br />= r� = <br />CO C-) cll� <br />014 <br />on <br />>C <br />C= <br />414 <br />C:1 <br />C�`! <br />xZ <br />Cu - <br />Cu CL Cu <br />m <br />CL <br />Cj <br />-6-8 <br />U) <br />Cu <br />> <br />0 <br />CL <br />C- <br />0 <br />U) <br />CIO <br />Cn <br />LLJ <br />< <br />z <br />I 1 11 IiIII I I I 1 11 i�, Al 1111 11 11 .1 1 —1 TI—F-1 <br />SHEET NO. <br />SH 1.4 <br />