Laserfiche WebLink
I'll I j- <br />T_ wvm <br />I <br />rotom oumemm Cal <br />KCIA ON 21.4'WOOD <br />4* <br />0"1: 0 <br />$03-16 AUfff <br />0". ALIAL A14" <br />J_ OR <br />f <br />r.4' 10100 FWAK <br />& <br />s, am, <br />1/410 1 <br />memo 0 <br />TR?" -_ - I <br />L <br />I - L <br />_(Z OR(3 <br />WINIES 2' 1 <br />V <br />tyw I <br />2* - <br />- - - - - - <br />1/4* 0 -41. 41 .,Q?r <br />'r 3105�1. OR sm TO ,Am <br />C.K Ah- <br />CASE A (PLAbi) CASE I (P <br />SCALE 1/4*-1' SCALf 1/4'.1, <br />ANIIEL <br />BEYOND <br />OPEN" oommm eamel" <br />No" -=ON I%or mm mmE <br />I <br />n "'A" PN"Lj <br />CASE E (PLANI <br />WALE 1/4--1 <br />LAIMMAE Us <br />re z.: 0-4 <br />40'310-Wi§4 . I <br />IRTAL MAN WIT PLM <br />CASE C (PLAN) <br />WALE 1/0- 1' <br />31100 N-14 <br />r a, _qp <br />mr <br />8013-111 AM OW AUK <br />ANQUI MITH 1(4*0 1 3/.* <br />TAPODN 0 12 <br />pwr Mtn <br />FOATC CoNCHM <br />2'.4' waoD nvAc <br />CASE 0 (PLAN) <br />SCALE 1/4*-1" <br />jMa-ZT OR CALA- <br />1= PAnn <br />mumc tmm AT <br />t 19 OR =M2.01- V A.I., 0. <br />Am 001c; an 2%4* MD <br />:-$PpzIm!IG to& 'q <br />*am am I'luat xoamw <br />". "m IAT T& 0 <br />nm <br />r V-41 <br />I& <br />VAMES OR(& <br />Am pwv4m to <br />r a. Wu lWynt CUT DID "WEL), <br />CASE G (PLMft <br />SCALE 1/4--l- <br />VALID " DIRECT MOUNT INSTALLAAM ONLY <br />CEMITIFIED PANEL INSTALLATION AT WALLS W/ <br />SURFACE LEVEL WAVIONS WMON 3le <br />CASE E (PLW <br />SCALE 1/0-1, <br />(VAUD ONLY FOR PANm(j)ttw&LAnoNs As PER Ammmm 1w THRU 4W, ON SHEETS 6 & 7) <br />MAX. ASD_ <br />DESIGN <br />PRESSURE <br />RATING <br />MAXIMUM ANCIHM SPACING no CA . AS SHOWN ON 11111101111 0 b 7 <br />A'PLjrSUT <br />ALTIDINIINM <br />or TWO <br />MAW" <br />PANEL <br />LERM <br />7APCON <br />LAS am <br />PANCUMVE <br />ftMALE 0 <br />PANEUMATE <br />PLUS <br />Vi" sus"m <br />I <br />IT <br />IT <br />1W v0p) <br />IT <br />IT <br />13' <br />IT <br />IV <br />5172- <br />mm <br />LESS <br />------ <br />+45, -45 <br />OR <br />LESS <br />IT <br />13, <br />IT <br />13 <br />Ir <br />Ir <br />13, <br />Ir <br />13, <br />6 I/r <br />a 1/2- <br />a 1 <br />1/2* <br />(lop) <br />6 1/4* <br />- <br />TO <br />4 W. <br />4 <br />1/2 <br />14 .-e <br />4 <br />10 <br />9 71:r <br />12 <br />mn <br />IT <br />IT <br />I IT <br />IT <br />SEE T#AE #i MR WX A.S.D. OEM LOADS S; IMAIL PANEL LEWHS WHEN 5PAQA 15 <br />USED, comimpaNDW ONLY To ALTERNATE 2W ON SHEET 5 <br />I <br />CONCRETE BLOCK <br />D. Nix" <br />MAX. A. SA <br />DESIGN <br />PRISSUIRE <br />RATING <br />MAXIMIJU AMICHORS SPACING FOR LD - AS SHOWN ON SHUTS 4 7 <br />APPLICABLE <br />To <br />alev#OM <br />o"M <br />OF THEM <br />I~ <br />LAG 11CREN <br />PARBAKIE <br />FEMALE ID <br />PAW <br />Wcoo <br />IT <br />Ir <br />IT <br />IT <br />IT <br />mm <br />IT <br />IT <br />13" <br />Ir <br />IV "Too <br />lIr <br />$1/2, <br />6 1/2' <br />s <br />xw c* <br />61/4' <br />12 i/r <br />6 1/4' <br />owl <br />r <br />OR <br />9" <br />e <br />LESS <br />I/r <br />r <br />Ir <br />lk <br />IT <br />13 - - <br />IT <br />(MM <br />-4 <br />To <br />+71L -73 <br />IT <br />r <br />3 <br />IT <br />IT <br />13' <br />IT <br />to* <br />IT <br />13, <br />IT <br />IT <br />I/r <br />6 <br />61/2- <br />9 1/2* <br />6 1/2* <br />0 <br />41/r <br />7 1 <br />_V <br />13, <br />IS' <br />I <br />r <br />I or <br />SEE TASLZ #1 FOR WX A.S.O. DESIGN LOAN III MAX. PAIWEL LID401115 WHEN PAM IS <br />USEO, CORRUPOONG ONLY TO ALTERNATE 2W ON SHIEET 6 <br />TABLE <br />J1 A <br />A.SA OEM Low <br />PAM <br />LDWTH <br />40 PSF OR LESS <br />51-0, <br />> 40 PSF TO 50 PSJ` <br />G.-2. <br />> 50 PSF TO 60 PSF <br />W-101 <br />A MAX. PANEL LENGTHS ARE ONLY VAUD FOR INSTALLATIONS <br />W/ PANEL MATE jp0ALE ID OR PANEI. MATE PLUS <br />O.C. <br />ANCHM a W/ <br />Z AM" <br />%Wk LENGTH <br />(SEIT <br />at 94113111; Is a III FOR Tft a vivicom Fm <br />ONWAL47M WID Wm ADM <br />I AMD 40011M 13101 IMITANCE <br />AW 6dD*GIV ON THIS SCIADL" MR LM MISS THIIN <br />AMATIC Oil SPOW MVAM NCHM V000 11Y <br />"ML"Iaspm" 10111 Chmemagrim <br />FOUAWN FACNW poll Ims OPMTM IQ Im Polo" <br />nmuotD wvxmo an"= mm FWM Wvu "or K <br />us TWA 10"Al room mewc FOR IAOH ANCHOR <br />rot 00 In gcpntxL <br />'Pus <br />AD= <br />momm. Amm own ftj <br />3 <br />- <br />+_31 <br />- <br />�om <br />Now <br />-,W- <br />6ii- <br />1 70 CLASS, <br />MAIL <br />PANEL LENGTH <br />I <br />(Sm arAv" <br />04 *w 12) <br />t--j <br />-0 <br />Eij- <br />Claim pmmq�� <br />CONCRETE GO <br />COMIAM BLOM '.4, <br />REQUIRED, I <br />game <br />SECnMLJL-m <br />"141 <br />(VAUD ONLY FOR PANM(D INSTALLATIONS AS PER SECTIONS I THAU S. ON SHEETS 4 k 5) <br />MAIL A.&D. <br />DESIGN <br />PRESSM <br />MIND <br />(0-7) <br />k#X" ANCHORS SPACING FOR up CIIL PER SCHIMILE Onm <br />APPLICAILE <br />v <br />, I <br />VAX. A.&O <br />DESIGN <br />PRESSURE <br />RKVN <br />(0.4.C) <br />MAKIMUM ANCHORS SPACING FOR MIN E.D. AM SCHEDULE 1111mm <br />APALKIANUE <br />'to I.C. <br />JW <br />Pon <br />LOTH <br />(it) <br />upoo" <br />SOLD-KT <br />.0 <br />1 <br />'plus <br />TAPCON <br />11CUD-SIST <br />PANELMATE <br />FRIMILE <br />0) <br />PANDAWR <br />PLUS <br />ZAMAC_MNUN <br />CAU(-IN <br />a; <br />iE <br />hL. <br />3k__ <br />Mir <br />To <br />otir <br />or it" <br />- 10 <br />. <br />9L6 <br />A. <br />M%. <br />.116 <br />To <br />CO� <br />3k <br />HAIr <br />GO= <br />or THEM <br />+45. -45 <br />OR <br />LESS <br />IT <br />Ir <br />13. <br />Ir <br />IT <br />IT <br />13' <br />Ir <br />IT <br />IT <br />IT <br />IT <br />IT <br />I tmp) <br />Iv_r <br />an <br />.46, -48 <br />To <br />4m, -a <br />IT <br />IT <br />IT <br />IT <br />IT - <br />IT <br />IT <br />IT <br />I <br />IT <br />ir It, <br />1/2 <br />1 MP) <br />OR <br />ums <br />IT <br />--ii <br />IT <br />IT <br />IT <br />IT <br />13, <br />13, <br />IT <br />IT <br />13, <br />13" <br />IT <br />I opunom) <br />ir <br />IT <br />Ir <br />IT <br />IT <br />13, <br />Ir <br />IT <br />IT <br />IT <br />IT <br />Pt Ift <br />I omvw <br />IT <br />IT <br />IT <br />I r <br />Ir <br />IT <br />Ir <br />IT <br />Ir <br />IT <br />IT <br />IT <br />IT <br />13 . - <br />2 <br />Ir <br />Ir <br />13' <br />� 13' <br />tr <br />IT <br />IT <br />IT <br />IT <br />if <br />13' <br />11 1/2 <br />3 <br />IT <br />IT <br />IT <br />IT <br />IT <br />13 <br />IT <br />IT <br />1-r <br />I_ <br />IT <br />Ir <br />2 (m9am"0110 <br />IT <br />IF <br />IF <br />13' <br />IT <br />IT <br />IT <br />13' <br />IT <br />13' <br />IT <br />11 1/2.2 <br />(WrIM4 <br />IT <br />Ir <br />a, <br />IT <br />IV <br />a. <br />13" <br />IT <br />IT <br />IT <br />I r <br />IV <br />IT <br />IL <br />3 (TOP) <br />13' <br />is' <br />IT <br />- <br />IT <br />IT <br />IT <br />13, <br />is" <br />IT <br />IT <br />IT <br />I I I !Lr <br />a aw) <br />--mve <br />a 1/4* <br />2 vo-112 <br />1/21 <br />- <br />- <br />6 1/4- <br />- <br />6 1/4- <br />3 0110 <br />12 1/2-12 <br />1/2' <br />6 1/4- <br />6 Ile <br />12 17912 <br />l/ <br />6 1/4 <br />3 (11101700 <br />a. <br />r <br />r <br />r <br />r <br />r <br />r <br />I r <br />1 To. <br />11- <br />7 1/2* <br />4 MM <br />r <br />5 112' <br />r <br />a- - <br />r <br />i vv <br />Ir .7 <br />1/2' <br />Ir <br />a- <br />4 (TOP) <br />3 <br />r <br />4 twnoo, <br />6 <br />r <br />-6F- <br />-Ti <br />it 1/2' <br />A oic"" <br />5 mr) <br />IT <br />ir <br />i, <br />��­! <br />13, <br />IT <br />13' <br />V <br />IT <br />IT <br />-!-r- <br />IT <br />.-Ir <br />IF- <br />IT <br />IT <br />IT <br />IT <br />_f <br />IT <br />IT <br />IT <br />13, <br />IT <br />IT <br />IT <br />a 011011110M) <br />IT <br />IT <br />IT <br />IT <br />Ir <br />IT <br />IT <br />r <br />IT <br />IT <br />11 1/2' <br />5 (BOTTM) <br />s mn <br />IT <br />IL <br />li=13 <br />r- <br />IT <br />or <br />IT <br />Is, <br />I r <br />_131 <br />IT <br />IT <br />IS, <br />a cmp) <br />tr <br />IT <br />'i-iW <br />IT <br />IT <br />_i' <br />IT <br />IT <br />IT <br />li� <br />IT <br />IT <br />it t/2- <br />1 11,V <br />IS 1/4' <br />5 174� <br />4 Ile <br />61/4 <br />6 Ile <br />i (W.") <br />1/40- <br />i- I/- <br />1 1/4* <br />IT <br />III- <br />IT <br />to 1/2. <br />Ir <br />r <br />IT <br />r <br />71/2 <br />5 1/2 <br />13, <br />4 lIr <br />I (W) <br />W <br />13' <br />'. <br />I r <br />I r <br />13' <br />& 1/3-1 <br />IT <br />6 1,(:r <br />0 WIG <br />Ve <br />IT <br />0 I1:r <br />-s-W <br />I <br />W_r <br />TO <br />ir <br />- <br />7* <br />IT <br />13 <br />tr <br />v vi <br />l_r <br />IT 1/2 <br />to i/v <br />1 1/2 <br />IT <br />r <br />I C110110m) <br />Ir- <br />7 lir <br />IT <br />- -1-7 <br />13, <br />11. <br />.-IF <br />10, <br />tr <br />to, <br />t <br />r <br />T_m-ni-m) <br />IT <br />s <br />IT <br />101/2 <br />Ir <br />r <br />IT <br />7* <br />71/2 <br />a 1/2 <br />IT <br />- . <br />41/2 <br />, c"I'm <br />2116-) <br />IT <br />r <br />T IT <br />8 11r <br />I r <br />a 1/ <br />9 1/2- <br />6 yr <br />Ir <br />S 1/2 . <br />, vm <br />IT <br />r <br />IT <br />3 <br />V <br />g 1/2 <br />-IT- <br />-0 vi <br />to 0� <br />7 1/1 <br />-_ <br />0 llr <br />or <br />I? i/r <br />ir <br />13, <br />Ir <br />lo' <br />IT <br />to" <br />-I V - <br />_E_ <br />IT <br />1!0: <br />2 000"00) <br />ir <br />IT <br />IT <br />IT <br />0 1/2 <br />IT <br />9 1/2 <br />101/2 <br />7 1/? <br />r <br />6 1/2' <br />3 Mn <br />IT <br />IT <br />I <br />IT <br />to' <br />IT <br />­1111P <br />to' <br />III <br />r <br />IT <br />6 lIr <br />3 (top) <br />11 1/2'12 <br />Iff <br />0 1140 <br />6 Ile <br />IS! llr <br />6 1/4' <br />6 1/0 <br />6 i/4- <br />3 (00TIOM) <br />I/r <br />7,71V <br />�3_ <br />12 1 <br />1/4' <br />6 1/4' <br />_r <br />3 (01011011) <br />r <br />r <br />r <br />a 1/2- <br />r <br />3 lIr <br />r <br />1- <br />4 1/2* <br />3' <br />! <br />1 <br />o- <br />r <br />0, <br />_r <br />4 1/2' <br />3 I1r <br />-_ <br />6 T/Y <br />e <br />Ir <br />- <br />1 1/2* <br />__4 <br />_. <br />r <br />S i�i; <br />71/2. <br />4 0XVIOM) <br />13, <br />Ir <br />IT <br />IT <br />0 vIr <br />IT <br />1 1/.2- <br />10 1/2- <br />7 1/2- <br />IT <br />r <br />5 (TOP) <br />13, <br />a lIr <br />IT <br />-IF' <br />13, <br />1. <br />lo' <br />I IT <br />I <br />it' <br />r <br />IT <br />10 <br />IT <br />7- <br />ir <br />Ir <br />IT <br />I I/r <br />IT <br />9 1, <br />4 =11/11E <br />5 (9011m) <br />TO-MA-1 <br />IT <br />0 la <br />_57- <br />ir <br />_Tr_T <br />I <br />I <br />IT <br />�00"L) <br />IT <br />3. <br />IT <br />10VI <br />IT <br />I r <br />L <br />r <br />71 <br />IT <br />r <br />- __ <br />IT <br />0 1 4- <br />6 I/v <br />a Ileill <br />1/4-1 <br />is 1/4,16 <br />1/4* <br />16 toorn <br />___ <br />10 1 <br />I I/i% <br />1 `4 -16 <br />114-1 <br />6 Ile <br />6 1/4* <br />A (WIT <br />am 14W 11 MR AUMN Tim a wpm FOR 041^11ATIONS WIC am MAE IULMM <br />m"Mal AMmm SKIOM Am momm ma Damn AK PIND"m No INS 20MLIL IN ILD <br />an TWA ICKAM on KHM" mWim Ammot woos v "Ietym Oman wm ON <br />SCHMLILL V THE POLLOVING fACTOOL Pat TOM - W 70 K POSE" 14011JIMIC WVZM <br />groo Law VA" DOLL NOT IN MISS "m MAN" WIVAING #own Im IIAW AM" I'm <br />ON INS XMINIAL <br />1/4 <br />vft <br />jWA411A�X <br />016�0 <br />Waa <br />I <br />Amm" ommem <br />3 <br />3 <br />JI <br />a <br />I 'tr <br />1 1/1 <br />:4+I <br />I/r <br />r <br />3 <br />3 Iff <br />A <br />1 I/r <br />J yr <br />1 1/3 <br />j vr <br />APJL M <br />- <br />1511 <br />AL <br />SPACINGS ONLY VALID Is <br />DCM LOADS Sc MAX =w2:0 <br />maLft <br />A <br />AJILOL Inm LOW <br />mkvm Pon <br />umm <br />40 PSF OR LESS <br />V -a* <br />> 40 PSF TO 50 PSF <br />C-2- <br />> 50 PSF TO 50 PSF <br />V-110" <br />MAX. PANEL LENGTHS ARE ONJX VAUD MR INSTALLATIONS <br />W/ SOILID SET ANC -HORS k W1 0 SPACER AT 12 1/2' D.C. <br />----- - (SEE SECTIONS k ALTIDINAIM ON IFHEETS 13,14. <br />3' Mm R.-IA/13, R-2A/13. &-U/14. kh,,111-1111/13. 11-211/113. 9-38/14. r MAIL <br />1- VA. I' <br />*111-10/15. 0-2AW/15. R-3AW/16. + R-tgW/i5. R­=W11S. R-38W/16. <br />0 0 0 0 0 6 <br />1 <br />9OLrs <br />MAX, <br />1"r.V4 USE FOR PANEL LOCI" <br />PANEL LEMSTH <br />OVER r-81) <br />T <br />RECIAM SYM PANEL IWO" IIAMEL <br />(W/ 0~ <br />LIFE- ;I; --------------- r-4' 9 +SCA -44.0 PAT, <br />(w/o <br />-4- "40 me Pam LENGTH smi) <br />UK 2*-4r MIN. IMNOL LENGTH <br />AT ALL MOUNTINGIS <br />i <br />) % <br />ILILEMYSERWWA <br />I <br />i. <br />A <br />0 LIFE <br />PANEL BOTTOM CORNERS <br />0 <br />L <br />woo mm AT -NUTVr t 0WALLATIONS ONLIP WLIO FOR WOO <br />I' MIN. R-WI3. R-W113I 11-304. R-Il/ 13. It-29/1& 2-311/14, 1 SPEED UP 10 170 m.p.h. <br />A-IAW/15, A-2AW/115. R-3AW/16. 11-10-IN/15. 111-2111IN/115. M-39W/16. <br />LErT PANEC RIGHT PANEL 3: <br />1.100 <br />-ANCHM (SEE Wa"ONS a ALTERINITIVES ON SHEETS 13. 114. <br />1/4' ;AX CAP <br />LjrE S rETY sTogm PANEL (1) ELEynom (t) -7 <br />AREA <br />_(D RES" SCALE i/0-1* Rm%AW <br />'mmoomi "I STORM PANEL WkU-" STOW PAMNEL <br />N. <br />MAIL <br />\ - Zm� -V <br />------------- <br />LIFE PANEL FLORIDA BUILDING CODE (Non High Woolly Hurricane Zonj <br />rp. <br />Int 24 GAME GALVANZED STEEL STORM PANEL <br />OMMOR ..!folk MIAMI W. <br />GLOBAL PROTECTION PRmucm Lm <br />4m II.N. $1 ow <br />SECTION A -A 001114 11. n3H4 <br />m - mm <br />SCALE Ile -I* am OHM am)M-Vb-k "a 20-175 <br />OWN" ft <br />in! -1 - 1� <br />fmm9 A I I <br />"AW OHM 12 or Is <br />Ir ac. <br />i <br />EL UNM <br />(SEE DAW1101111 <br />.0N ST 12) <br />L/2 <br />A; <br />IV" Psi <br />WALL, Nas <br />am <br />I� IWALLAIION ARE ONLY VALID MR A.S.D. DES" <br />PRESSM OT040 g.rsa AND PANEL LOW" AS <br />PER E"TION ON IL <br />2. FOR NEW WOOD FRAME CONSTRUCTIOW WOW <br />MWERS 70 SE SOUTHERN PINE No 2. W/ SPECIFIC <br />DENSITY OF 0.55 OR EQUAL <br />v Mu <br />Pmm LDWH <br />(W UWAr" <br />ON SHMET III) <br />I <br />i <br />_j <br />2.4" Wm <br />. <br />PLATE <br />REOWNED <br />9 111, D.C. <br />V0 TOCON <br />1/2' 1 1/4* <br />(D <br />IV PAWL Laim <br />- <br />(in <br />ON SOW I) <br />V 6 <br />0 13 <br />MAIN W <br />1 <br />/4-OWTAFICUR <br />A"" 0 <br />1 4"111 TAPCON <br />r <br />....... . . . 7 1 <br />1 <br />Ox <br />1/4' <br />MAL ------ <br />r <br />umm sim 7-4) <br />I <br />MI. <br />i <br />:� ­r-,k-­ �� - <br />I popm LENGTH <br />TO CLASS. <br />30 <br />Mm. <br />, I i <br />0--­110PARAW14 <br />2 <br />I TO QASS. <br />7t <br />4- <br />90 <br />�� ., I' <br />_=APOON Z.. <br />Lz Wm <br />1 .. . : I i <br />'Woum <br />ANISENEWY MPA. <br />WALL UOUtMNW <br />se" <br />PIEL <br />MMIMI)M A.S-0, 13ESION PRESSUK RATING (R.sf.) AND 9MESPONDING WIMUM ANCHOR SPACING <br />SCHEpULE Fog KGULAg STOgm PANEL M iNSTAUATIONS INTO CONCRETE k CONCRETE BLOCK STRUCTURES <br />(VAUD ONLY FOR PANEL (1) INSTALLATIONS AS PER SECTIONS I THRUI 5, ON SHEM 4 & 5) <br />MAX A.&D, <br />DESIGN <br />PRISWRE <br />PATTING <br />1p.-f) <br />MAX" <br />ANCHORS <br />SPACING <br />no MIN <br />LO. <br />PER immu <br />Elm <br />APPIKASU <br />. 1. <br />0` ?NEW <br />MARMUM <br />m <br />MAX, A.S.D. <br />DESIGN <br />PRESSURE <br />PAinme <br />Mk"km <br />AMONG" <br />SPACING <br />FOR WIN <br />1.0 <br />m so=" <br />APPLICABLE <br />TO Nam <br />a <br />In <br />LENGTH <br />v <br />W) I <br />TAPOOM <br />SOUD-or <br />PANDAWIT <br />FSMAUE <br />0 I <br />Z#AVZ-%" <br />CALK <br />-IN <br />I~ <br />SOUD-SET <br />AMA <br />MW <br />is <br />ZMIAC-NMUN <br />CALK-W <br />10 <br />- <br />owsm <br />amsm <br />to <br />to <br />- <br />3k <br />10 <br />12' <br />;,-.*I <br />Ir 1 <br />A <br />10' <br />* <br />to <br />-a-$ <br />Z=kb <br />W THEM <br />1 IMF) <br />W_r <br />on <br />LESS <br />>+n. <br />70 <br />.111-111116 <br />13, <br />r <br />_T1 <br />.1 <br />Ir <br />I <br />I ll:r <br />51 <br />IT <br />A 1/2' <br />1 M <br />W-61 <br />OR <br />un <br />445 _40 <br />-73 <br />Ir <br />It* <br />IT <br />Ir <br />IT <br />IT <br />IT <br />IT <br />IT <br />IT <br />III <br />IV <br />IT <br />Ir <br />IT <br />13, <br />Ir <br />_727- <br />IT <br />1W <br />I mondii) <br />IT <br />s yr <br />IT <br />IT <br />IT <br />F_ <br />IT <br />Ir <br />ir <br />7 vr <br />IT <br />r <br />I (NOTION) <br />IT <br />r <br />IT <br />to i/r <br />ir <br />s i/F <br />IT <br />s i/r <br />7 1/2' <br />S 1/2" <br />IT <br />IS <br />4 1/3' <br />1 M <br />ir <br />It* <br />IT <br />IV <br />13, <br />IT <br />13, <br />lV-2 <br />IT <br />it* <br />IT <br />IT <br />r <br />I r <br />to <br />2 (Wrmm) <br />IT <br />Ir <br />IT <br />IT <br />IT <br />i'T/ <br />37 <br />9 I/r <br />to lIr <br />I I/r <br />13" <br />6 I/r <br />a 01011014 <br />13' <br />it' <br />IT <br />13, <br />IT <br />IT <br />IT <br />IT <br />IT <br />-7F_ <br />7-F- <br />Iv <br />I (Yom <br />IT <br />r <br />IT <br />Ir <br />Y' <br />ir <br />Ir <br />v i7r <br />13' <br />0 llr <br />10 1 ,; <br />7 1/2, <br />IT <br />r <br />3 mn <br />- <br />- <br />12 llr <br />it 1/2'. <br />6 11C <br />6 1/4- <br />12 llr <br />12 113' <br />-i We <br />i We <br />i5offm <br />- <br />it 1/2* <br />12 I/V <br />6 I/e <br />61/4 <br />/3, <br />it y- <br />6 Ile <br />1/4- <br />$ 1/4* <br />3 (sulTOM) <br />7 i/F <br />4 tion <br />3' <br />5 I/V <br />r <br />3 I1r <br />r <br />4' <br />4 In, <br />r <br />F. <br />6 I/r <br />2 113' <br />4 (1010 <br />- <br />a qIr <br />ir <br />-jr <br />4 (Bottom) <br />r <br />4 <br />IT <br />Ir- <br />_5� <br />IT <br />13 <br />L3:- <br />ir <br />I 3. <br />to, <br />pum <br />i­ <br />i_Tifi� <br />I` <br />W <br />ir <br />Ir <br />IT <br />s- <br />IT <br />r <br />10, <br />Ilr <br />3. <br />5 <br />IT <br />r <br />13, <br />r <br />Ir <br />-IS <br />IT <br />9 1/2' <br />Ir <br />-VF- <br />1 112' <br />10 1/?- <br />F 1/2' <br />F <br />li� <br />% wym) <br />- - <br />IS- <br />13 <br />__�_ <br />13 <br />--i-37- <br />-Ir- <br />if <br />IT <br />ir <br />IT <br />to, <br />(wrm* <br />-;37- <br />Ir <br />1 <br />_ii� <br />IT <br />-ir <br />-13: <br />Ir <br />37 <br />IV <br />Pon <br />IT <br />5r <br />I <br />Ir <br />io I., <br />IT <br />TVA' <br />F�- <br />ff <br />i yr <br />ltr <br />6 <br />4 1 <br />a cmm <br />a _1/4F <br />I/*' <br />ij4 <br />i '�VI/4' <br />0 1/4'16 <br />1/4'14 <br />I. <br />1/4, <br />4* <br />1/4- <br />a Ile <br />a MIT.-) <br />IT <br />71/2' <br />IT <br />Ir <br />Ir <br />IV <br />IT <br />IV <br />r <br />IT <br />to Ils'll <br />VGPI <br />>6'_r <br />70 <br />IT <br />3, <br />IT <br />to 77"1 <br />617 <br />1 <br />7 1'. <br />­j <br />10 <br />13, <br />1 I/Ir <br />IT <br />13' <br />1 <br />to 1/2' <br />IT <br />to 11rij <br />-ir <br />lIr <br />a- <br />13" <br />71 <br />1 (sorrom) <br />IT <br />UP <br />- <br />IT <br />-IT <br />IT <br />ir <br />1. <br />IT <br />01 <br />SV <br />7 lie <br />tr <br />r <br />I MOTION) <br />la- <br />71, Ir <br />- Ir <br />IT <br />IT <br />tV <br />1 ;-3:-- <br />_ <br />it* <br />_ <br />r <br />IS' <br />0 1/2* <br />9 (W) <br />IT <br />V <br />10 Iff <br />IT <br />a 1/21 <br />IT <br />o ilr <br />ir 1/21 <br />s ilr <br />IT <br />4 1/3'1 <br />(10n <br />IT <br />r <br />or <br />I IT <br />'S. <br />121/2, <br />Ir <br />t Ilrbo, <br />1/217 <br />1/2' <br />IT <br />1 1/2* <br />2 (SCITTOM) <br />13, <br />71/3' <br />tr <br />IT <br />is, <br />10 "Ir <br />13, <br />to 1/2. <br />11 lIr <br />a- <br />tr <br />71 <br />2 5iFm <br />-f-l-/27 <br />-;-3- <br />_13' <br />-13- <br />10 'IT <br />13� <br />r-L/2-: <br />r <br />- 13' <br />r <br />3 (TCP) <br />IT <br />IT <br />IT <br />9 yr <br />IT <br />A In' <br />to llr <br />7 llr <br />or <br />I' <br />3 <br />_y_ <br />_r <br />12 llr <br />�g iff <br />6 1/4- <br />! 1/$' <br />12 lln2' <br />I I <br />- <br />61/4, <br />4 1/v <br />3 <br />4 <br />Tv__1/_2W <br />jT/4 <br />i I/e <br />12 1�3` <br />S 1/4'. <br />0 Ile <br />6 t74' <br />A wn6m) <br />r <br />r <br />5 1/'. <br />r <br />3 1/2' <br />r <br />4. <br />41/2, <br />31 <br />6 Iff <br />2 1/2" <br />11/2 <br />31/2 <br />T1W <br />4' <br />111. <br />1 <br />r <br />pIr <br />4 (NOTTOM) <br />r <br />- <br />-jr <br />';- <br />-73 <br />-_ <br />- <br />r <br />- <br />4 <br />IT <br />a i7t, <br />IT <br />IT <br />IT <br />1. <br />r <br />r <br />Ir <br />7 11r <br />IT <br />0, <br />IT <br />7 1/2' <br />IT <br />Ir <br />To <br />to 1/37 <br />11 1 <br />r <br />I IT <br />7' <br />4 POP) <br />tr <br />71 <br />Ir <br />11. <br />Ir_ <br />i-mr- <br />IT <br />_11r <br />!UE.Li <br />v <br />111. <br />punm)l <br />13' <br />17 Ilr <br />I IT <br />IT <br />_i­/2�F_ <br />r -1 <br />IT <br />7" <br />5 (W"OM) <br />r <br />17 im <br />IT <br />10 1/2' <br />IT <br />1/21 <br />r <br />_-7- <br />I Ir <br />0 POP) <br />st1r <br />IT <br />9 Its- <br />7 11;r <br />1 112" <br />V <br />0 (90" <br />I/e <br />I/CIS <br />DIOIT�,)[ <br />in am I I MR &MMM "m 81 1PAcm no 06%Via" on "M Mtn ouLma <br />0 UgaW A"am" wvgmn me amum sm aiama An momoso CW TWA 1040RAL 10 LIL <br />Los TH01=01, 0 MULIPLY" IWANK ON <br />socku 0= 10 K RMWWX 4=90vog"m <br />QVIAmn ~ PAM SHAU Not IT LOW 140 MWA VACM VCIWW Na LICH ANOW rot <br />Do Two smomiku <br />M <br />9~0 <br />. . . . . . <br />Alf <br />vmm <br />a"-011 <br />wmu mom Tamom OL) <br />3 <br />3 <br />3 <br />1I/r__ <br />DIA <br />wimompom <br />3 <br />3 11r <br />s <br />3 1/r <br />1110TANCIOUL) =ia <br />3 <br />3 'Ir <br />3,te <br />1 ltv <br />3 'Ir <br />Am^ m: poommooe; am) <br />IAW <br />SPACHN VALID <br />IWSHEU145 MSPAZ &I r �"7� <br />DESIGN LOADS AT VAX. =SW IN <br />IMLLU <br />4L <br />A.S.D. DOW LW <br />MAXMN P449L <br />Loom <br />40 PSF ON LESS <br />6,-S* <br />> 40 PSF TO 50 PSF <br />8'-2' <br />> 50 PSF TO 60 PSF <br />51-10" <br />A MAX. PANEL LENGTHS ARE ONJy VALID MR ;FNIATIONS <br />W1 SOLID SET ANCHORS & W1 SPACER AT 12 1/2- O.C. <br />'All 101k, m 0131 V I Ik_v 101 A 4 19 Awtl 1:4 M121 14 194 <br />1.1 OKSA161611,10374 i A Trf H IF-11:11IN 1111:4 <br />I, min. <br />I EK TO GLASS. <br />To CLAW. <br />onywAi <br />CLASS <br />I v <br />It <br />1 MAIL <br />, 1 4 <br />I* MK <br />FANEL U[NOT11 <br />(SIUL ELEVATION <br />ON 07 12) <br />PANEL LENGTH <br />(SEE CLEIIATION <br />ON SHEET 12) <br />_119PAIMIKIN- <br />70 CLASS. <br />I <br />LUD.0 <br />01 <br />E.D. <br />i'L L. <br />f a � <br />0 a wag, <br />Dc <br />3/4 <br />_(�) <br />1/4*0 IA:j <br />CON <br />4:1:pe <br />D.C. <br />r D.C. <br />CONCRETE OR <br />RECUIRED. <br />tm <br />tj CONCRETE Olt <br />_CV0 REQUIRED <br />Ok LK99AHLIEL <br />WALL MOUNTINGS <br />WALE 3/5-1- <br />PLATE <br />PEOM <br />in omm Is a I 1 1100 ANCHORS <br />/4, <br />TYK a SPACNIS FOR INSIALLAY" KID <br />mimme waamma. <br />ANCHOR 011911,10111 me <br />a" ART INDICATED 01= <br />SCHOUL no Lo. LOW 11111010 toollb <br />ON SCHECIM MUCE MCHN WACO <br />ANK M <br />or "Tnym Small mcm ON <br />somnom ff IK FoLuDWIM: "C"m <br />11111 to$ OPWAWW'M N PONGEE. <br />Paucto 1011011011 orwa t*w <br />=1=,Nuw THAN <br />fan EACH <br />memo Tm an THIS 101,11111"t <br />SlLr <br />_r <br />3 <br />CONCREIT ISLOOK <br />REOUIRED. <br />-4) <br />CLASS <br />10 <br />v MAIL <br />PANEL U34M <br />v MAX <br />I� PAWL UNCIN <br />(SEE UMATION <br />I <br />I (SEE ummm <br />IIA <br />ON Imm 12) <br />x <br />ON Sm 12) <br />--I!r ACM <br />or Ok <br />1. <br />6. <br />E <br />EO.0 <br />00 <br />'ED <br />NXIS <br />* <br />oil <br />TAPCON <br />ANCHOR �� <br />9 D.C. <br />ANCHOR a r Cc <br />SECnMLA--2A <br />WAIVED. <br />11LOCK Rvvumm� <br />10 TAPOON <br />K. <br />0 01C. <br />1/2' -1/4* <br />. ... ..... <br />mi <br />990mid, <br />/ <br />- <br />am ?_0 <br />i <br />1 <br />. <br />'. . <br />V MAX. <br />a <br />FAND. LENGTH <br />Pimm LENGTH <br />(SEE umrm <br />(SEE kmim <br />ON S"W 12) <br />ON SHUT 12) <br />(D <br />CLASS, <br />1 <br />ow= I <br />------ <br />PAMMMAIt PLIA <br />R 111 12 I/r mc <br />WAI I mml NOS <br />g! <br />SC-1 1 3/8-1 - <br />I. mgmuATM ARE ONLY VAUD FOR MAX. A.S.D. <br />DESIGN PRESSURE RATINM (p,s.f 0 PANEL <br />UNGIHS As PER ELEVATION ON V, <br />W: IL <br />2. FOR NEW WOOD FRAME CCIIIIISTRUCTION WOOD <br />MEMBERS 70 K SOUTHERN PINE No 2. W/ SPECIFIC <br />DENSITY OF 035 OR EQUAL <br />PLATE <br />21.4' WOGR_ <br />1/4'0 PANIELMATE PLUS <br />T- 'ANCHOR st iz t/2, oC. <br />. .' 4 <br />$FJJ . <br />No- 44167 FLORIDA BUILDING CODE (Von High Velocify Hurvicalwe Zone) <br />7 <br />24 OAK "IVAUM STEEL 9011IM PANEL <br />57ATE OF <br />11LIECOome, <br />GLOBAL PROTECTION PROMM Lm <br />-.� ....... <br />Sim. <br />NWFLGI $am <br />33314 <br />IC-7A.M <br />ithilluo <br />agrv_ <br />_7M <br />PIR& O"WIM eft 04)=-Ww <br />20-175 <br />0110" ft <br />1- <br />ps. <br />f 9 <br />&am is W is <br />CD <br />cn <br />-cu <br />> <br />a) <br />= <br />0 <br />CD <br />2 <br />cD_ <br />0 <br />-0=3 <br />0 <br />0 <br />C_ <br />CU <br />-0 <br />0)0 <br />-1-- <br />(1) <br />-b-, <br />cn <br />(D <br />:t::! <br />a <br />0 <br />M <br />0 C <br />-cu <br />(n <br />0 <br />cu <br />0 <br />0 <br />- <br />cu <br />U- <br />> <br />m <br />cn <br />-0 <br />cn <br />E <br />0 <br />c:j_ <br />C�L <br />1E <br />cu <br />,O_ <br />-6-0 <br />W <br />a7 <br />4714 <br />C..., <br />c0f <br />ALI <br />-I= <br />--cc <br />W 311; <br />C3. <br />cz <br />ZW W Am <br />sp <br />ic: <br />0 <br />cn-0-0 <br />(D <br />Jc_ <br />_11SRISSIRRIN <br />U) <br />cz <br />> <br />=3 <br />cf) <br />cu <br />m <br />uj <br />2 <br />z <br />z <br />SHEET NO. <br />SH 1.4 <br />