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OEM PRIMMUK W". <br />ARM 211111126 M AMMONS YVPE & VOM MR VSTAAAM I= NO <br />FRAME WAAM <br />iakuftm AM" OVAN" no �um ONE: Now= AN <br />OCIAMIL41- MR ILM UM THAN swim - J:NFw= zzomo <br />ON WAIKVNG SPACING WOW we mcxu MY *K MLOWID "lom I" <br />no apotam To IS poem& am= VACM OWAM kow FA" swu <br />LOX MINIMUM WROM *$DO= 00 10101 NOW "FIT AT <br />�"KUOIS <br />Joao Toe <br />wom <br />I 1/4-a <br />1/4% . <br />IF <br />"a.41 <br />NO, Apol"011 O.Ow <br />"N's <br />* <br />3 <br />4 <br />I " <br />3 <br />i/a <br />0-04 <br />3 <br />$Ip <br />9 <br />3 1 <br />+ INAUIRDS Mo& INSIANCE SE111424 BOTTOM OF PANEL <br />me (D in m. 1/2, <br />++ RWAVS W_ mma W*M wrmm Of PANEL <br />TO BE, 31ir <br />9.vmr <br />COMPONENTS FOR REGULAR, LIFE SAFETY & E-Z HANG STORM PANEL SYSTEMS <br />(SCALE 1/2-l) <br />(MAL zlw--- <br />cu"Cm wu"- - -- t- -.1or wr <br />8 1/4" (TO.) - ------ X4 _VQ AM= 0 6 lle <br />ON * 12 lIr aa <br />10, aw a womomw <br />AM' f I I I_ I <br />Owl <br />me <br />ASM *4" <br />SIM is, <br />am" so MNUM .2w <br />0-50 Oftv. im_� <br />--MAIL <br />ar <br />-.-- - - - ­ - L_ L_ <br />STOW Ir ---------- <br />A SAW- <br />PA-40A ova ME tolmLXD ALULTS <br />mm LEFT IQ mold W/ I/e IN <br />a Do AT LEFT WE OF PANEL 2 *H* HEADER q) W= ANGLE wffH SIM <br />''Ok TV Ilact <br />YANA OAMO (Wj <br />ry <br />F&M 0 <br />.11ri #2m-j <br />PANEL 1 00 Lp GALVANIZED Sna <br />I 4irr 0.625- oc� <br />INIAIDt,�. �' I <br />'"moo. Olt <br />.'iip- <br />SOMMM !fi[W DETAIL A <br />WAM MINOR 0 ENDS OF PANELS <br />END UP w/ "to" TO". <br />L _i. USSi <br />TIP. <br />MY HOM WAMEN <br />.067, <br />(TV.) 3105-MI54 ALUM, ALLOY M EAM <br />I <br />I" I Sa SHEET G <br />13;4- fit A no <br />13* <br />its, LIMITATIONS RAW LDST" 10 1 1'. <br />MY wm I= onvUA7jm on <br />2 IN! o= W"KCPA" <br />1.2 w It 4ur-� <br />uadm i <br />3.7iW <br />2.OW <br />TISA, ii�� i <br />LL_ 5 7w <br />mv� Olmol wApat -u- munu 10 v mul�--- - L <br />SLMM J* MAX, <br />"J" I=K <br />@ mail <br />Xf <br />W OWY FOR E-Z WOO STORM PANEL <br />.479' SYSTEM) em-To ALUM. ALLOY <br />t.1n, BUILDING CODE ("Oft mob voloctly Hu zonold <br />123' VAT= Pic. F.F. <br />24 CAGE CALVAMM MEL VORM PANEL WAM <br />6 OF . <br />11LIECOome. <br />76a SECTIONS - iff/w/on <br />MIN CLOW PROTECTON PROmm U.C. WL- <br />L <br />OWL n. =14 <br />smw <br />0w,N,.v" 20-175 <br />MAY P"OW "Kpoo-vow m <br />�­ m <br />@ 11U1Lj)--OW wr* TPACK Hrmn YMONUT IN* <br />MANIAC 3 ALLOY) K4.'WAtWWW- Imm 0. m mart 2 OF is <br />=AM AM= <br />INAt <br />rt <br />1�lw <br />SINETS 9 rm <br />GLAN <br />SEPARAT11 <br />W. - <br />To <br />SK <br />04 SHEET <br />Palma. uwm <br />(SEE SCHMAE <br />ON MW 3) <br />T. <br />B.C. <br />is <br />CONDITION) <br />or WALL on um <br />sm <br />S"Cm 9 THNOUOH 10) <br />CELM AM <br />n-Ope Mpufmma <br />mi mm 4 <br />SCALE 3/4-,. <br />Tiolough 10) <br />CONCRETE <br />m" ON <br />LOCKDOM <br />TwouaN 10) <br />UPS <br />OUL <br />F, <br />mkx <br />Is ::i=., <br />v 6.. <br />PANEL LENGTH <br />(sa SCHEDULE <br />ON <br />a:)o <br />-(D <br />SEP&UTM <br />- T <br />"I <br />4 TO 01.1111 <br />at ON <br />GLML <br />TO SCHEDULE <br />Olm <br />041 SHEET 3) <br />Rao <br />ON sum <br />so Io MR <br />TIPACEIt <br />3) A, <br />v 60, <br />I_ <br />omm <br />um, Not ?-An <br />PANEL UNM <br />ON SWEET 3) <br />or <br />MAX. <br />OF 'V <br />MAX <br />waft <br />o1c. CONCRETE AN04M <br />j <br />", "Im.: <br />'it) �* <br />2 IIW LONG <br />AM. ALUMINUM <br />@ULU_atff Ma"KnNG <br />wm,p <br />STATE <br />SANCIDIIIS 0 D.C. VALE) FOR <br />ALL DCM AND PANEL <br />EXISTING POURED i <br />on CONCRETE LENCTHS PER SHEET 31 <br />T; VA, LOW &%*AM SPACERS 0 <br />T/2- at (m TNU Ill 04 <br />seem I a IOj <br />WALL MOLMMIS IME APACERS j2) Olt <br />w <br />Iwo <br />24 ON GALVANIZED STEEL StOkm Pmm WAIN <br />PROW" Poomm LLC. <br />INSTALLATION <br />DETAILS <br />INTO <br />EQR SERIES 2000 jk 1000 <br />E-Z MANG <br />ST08M PANEL 0) <br />(3) Mic Ow <br />EXISTING WOOD STRUCTURES <br />;/410 LAD SOMM 0 a <br />Mm, "dammic <br />q/4 L46 SM 0 D.0 W/ <br />-70 omr" wm MOM <br />HSOPER " <br />i I= THPIFADW PDWMIM <br />WADIAL <br />N , <br />4 C� <br />---@ "'11-re <br />FLOY OR rm <br />-@*.L 1140- SOL& <br />0 FA wo OF 0 <br />/,.q <br />M, a. <br />__7/4** LM 9CRM 0 0' D.C. W/ <br />THRIAND <br />T <br />11r W"4 PUSTWOON <br />(in <br />fam 1A <br />. a <br />or vwms Vw <br />POP AMP 4D <br />OF raw <br />C.L #lftI'LMX <br />0 Ek END CF 4) <br />a <br />Nmw <br />IAW <br />2 iips- W. <br />1111111MITION - <br />4' <br />TO dulsm. <br />0 <br />2, D.0 <br />Is <br />V4" 0~ <br />(f <br />1/4's-aw/4, <br />M. cr, ?v <br />_2= <br />Em <br />P <br />OWDRUP I <br />j_1 <br />1 <br />4 <br />It <br />4 <br />\1 <br />I I.A. <br />A scLum) <br />f. Ittom J%Lowv w I" INAmmos wm A.&D, DESIGN LOADS <br />300 Poe's LOOM UP To r-tv. <br />21 MR Nm WOOD mm"m <br />POST NO, L W/ =rwAm Or wm oamn 70 BE "nmN <br />046 OR EOUAL <br />AM owaouNim MR as <br />off <br />-M" TV- IS 1wrAW. 0. <br />K MAXIMO IN ANY <br />011, <br />4KYL WEB <br />Wi� " . 11 <br />�%Wy <br />Wit IA IUOW) <br />114" <br />. /, = <br />W, rm, WOW <br />Puln RIMMED PAT <br />v <br />To <br />0 <br />; = <br />12 PAL <br />-f�T. #1411, SOLL <br />0 OL 00 of W <br />'IMPT DEIS OTIAL 1/;4 <br />it <br />1 <br />p <br />6y,-. \� gg <br />_ <br />, RK <br />/4-0 ula Sm <br />lie <br />0;9 TH <br />lki n, or PLAIT <br />wur, <br />AF 00 ON 040 <br />laul <br />iff IRIFINO <br />ZU <br />ALTERNMIML-EV <br />"T <br />A.S.D. DESIGN mar "Tina (M."i AND CMUMOIND 2/4 bj/4. 3/4, 4/5. 5/5 A 6/5 <br />lum SOM r PAN (n Oyu `50, SeMmuir ONLY ran NKOMO STaft 71W/g. 2W/6, 3W/7 & 4W/7 <br />Dw1i r MAX ANCHORS (BE loom as r wx- <br />INStAL ED camcam. Comm= KMK A VA= W SHEET$ 9, to all) WON. � <br />Mut (n Myof&Ad" At EACH 0 -7 r- 6 <br />VA wft TRAM 4 <br />MAXIMUM PANEL LENGTH <br />-L+- OR -L-- ("ja <br />093EN <br />PROWUNK PATING <br />(+ <br />00"011m a WOOD <br />OWAUATOW t <br />It,-V <br />no <br />Tr_r <br />tp,-r <br />no <br />Il'-r <br />fer-ji, <br />JLO <br />to,- TO, <br />101-01 <br />4&0 <br />It' 41 <br />1 <br />Sao <br />no <br />a,-Ir <br />#AD <br />no ___ <br />mi <br />i <br />M.0 <br />0-101 <br />Sao <br />rw <br />r-r­ <br />r-r <br />_jwa___ <br />- <br />#.-r <br />FIAD <br />51-81 <br />14.0 <br />-3;7- <br />MAXIMUM PANEL LENGTH <br />*L+" OR *L-" (ft.) a <br />LIM 43.0. <br />"Imam *"a <br />CONCRETE III WOO) <br />OWN.Limoms, t <br />Mo <br />is <br />no <br />_,.L4 <br />lz*-Ir <br />111-r <br />MO <br />11�41 <br />to*-r <br />iso <br />ro�rol <br />P.-P <br />40.0 <br />SI-Olo <br />*,-so <br />"0 <br />r- 1" <br />01-1 <br />- <br />Sao <br />81-71 <br />V-J, <br />Sao <br />4r--r <br />-1. <br />Sao <br />81-01 <br />r�. <br />.11-e <br />?*-a, <br />--- <br />no <br />11-4* <br />8�1 <br />Ma <br />r-r <br />61-81 <br />Sao <br />rl. <br />01-31 <br />a&* <br />INSO <br />61-01 <br />f-11 <br />too <br />V-7" <br />51-10' <br />road <br />4T_J1 <br />S, r I <br />MAD <br />81-31 <br />31-e <br />t wx <br />WOW" SEPARATION TO GLASS SCOW" <br />NAM <br />WIND SPEED 170 "A <br />W-M ill= > 170 MOM <br />nctrw-Alu <br />UNIR1311MONVID <br />30 OR LESS <br />11 Ile <br />�33 -TO 90 <br />7, 7/r <br />7 11r <br />3,10 TO 145 <br />1. <br />7 lIr <br />7 1/2- <br />1-1415 To <br />I0 <br />17-411-ifill lklAu <br />[alllL <br />a ­ TIALOILLI.Lj: �R <br />JAK'-��­ <br />2"XA' <br />PLATE <br />ON, <br />stpollia" <br />. to OLASIL <br />(KE $aqua <br />am SHEET 0) <br />(SE <br />SCALE 3/9-1- <br />SEE SCHEDULE 04 <br />WOOD ANCHORS <br />(SEE SCHEDULE <br />MAIL <br />SHEET it) <br />WOOD M <br />_(D <br />PANEL uwm <br />(Sm SCHEDULE <br />ON SHEET 3) <br /># <br />Zmum� <br />sax <br />MON <br />B 91 /1. D.0 <br />ON <br />oo*Oom 70 <br />'a " <br />WICIUM � AWS <br />0) wamom OOM <br />0-1. <br />*VOW om POW UPM a <br />w <br />4.) =� <br />01 up PANELS 9 1/40-2oxi <br />(SICE SECTIONS AS -ft"TIM's W// I* <br />ISM Smnow As aurr <br />1- .1 1 '1 _4 I-- IA. I <br />D.M., 3). 01 <br />- 1-. oi � - , I <br />1 MIN <br />@.-@ <br />2/4 411/4, 3/4, 4/5, 515 6/5 <br />WIS. 2W/S. 3W/7 4W/7 <br />(SITE SCHEDULE ON SHEM 0, 10 hll�- <br />REGULAR STORM g"EL In ELEVATION <br />"k Dow .1 WHOUE %um <br />to MOM <br />VAN A <br />- SECTION A-_4 <br />N.T.S. <br />RIM W= AN UMM 70 95 0.84, MAIL "0. COW VMXWK RATING <br />6. to a, I FOR wx "A Cam LOOM & MAIL Zz=w,0w=S IN <br />* <br />1 1. <br />44167 <br />TATE - <br />- - <br />mm TV= at <br />11LIECOING, <br />24 UK GALVARM STEEL SVORM PANEL <br />OWN W. <br />MOM PROMOM FRODUM LL.C. <br />4 ~ <br />OWFL% &V I - <br />MOM Bm%)m­N^ rm p"Tow-m <br />"IPWAL."I <br />V-6 I ME - -LAmr- <br />CA-""710 <br />210-115 <br />ow j IV 1111 <br />. ".. now. , <br />, <br />I 77 <br />"A <br />"V Mm <br />LENGTH <br />GLASS <br />($a XK%u <br />ON SWEET 11 FOR <br />11, <br />or <br />0 <br />E5_ <br />1 \ <br />EOF <br />". <br />r <br />I <br />ED <br />F <br />'J7, � -, I <br />,, <br />. I - <br />I <br />I <br />I- MA)L LONG <br />__.____J ____j <br />ALUMINUM SPACERS 6 12 1/2 <br />"SU 14SINA <br />4 <br />I <br />IV OX. <br />SORC� <br />I I/I* Low SLIM, <br />LIM" <br />(SEE SCHEOU11 <br />ON SHEET 4) <br />Ma WAVE P154" to OR PANEL MATE <br />PLUS (WE SCHEDULE ON SHEET 11) <br />Will. <br />SEPARATION <br />a <br />i WOOD <br />KATE FAXKK" <br />ON *w 3) <br />puwm MOUNT <br />W1 SP&CER gh <br />An <br />2W <br />I <br />0 12 1/2 <br />SEE TA EAJI ON 11 <br />O0%PANEL LINCTIN111 Ar <br />MAX� .0 Ot!=iS ImALIAT". <br />to <br />WOODANCHUM <br />STAOMM W/ VW <br />(Sm SCHEDULE ON <br />6 <br />IL MEET IT) <br />_" * . PMUM <br />WALL M MOM <br />IffluAF <br />WA 44.1- <br />RIM. <br />Ill SA WiV K I t1r LOW In <br />11) ONNAM" a UW= 10 A SK gram V^MM on W-W <br />wm Mo Flow <br />OUSIROX Won <br />AM <br />Mr <br />011 WAL 24 IIAK Poft LMM 5 &NOTES To W a AM wwm <br />mm VA= FA*CL toom ^Lam ON <br />Ill <br />(4) <br />No <br />1 <br />cm 0"" IV INS now <br />OW <br />GMERAL NOTES <br />a " INTO& <br />ME <br />SPF(WIC no <br />JMTY <br />I sym FAWCLII04!%M" DOCUMENT (P.Lo.) K45 KEN VOWU FOR OWKWa IN ACCORDANCE <br />'RIA <br />ANCMOrdk AS MANUFACIUMAE5,621 FOG <br />WITH THE 2= (Ith EGrVQN) or TW[ FLORIDA BUILDING CODE THIS STORM PANEL MOLL NOT BE INSTALLED AT 14CH <br />PANO.MNIX FXMALE 10 NO PANELMATE PLUS ANCHORS, AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS. <br />VELOCITY HURRICANE 20MM (MIAMI-DADE / BROWARD COUNTIES) <br />If/14-10 <br />4*0 LAD SCRIDIS PER NID.S, <br />DESIGN TOXHO Laxos mou. RE omwm As PER stictio" I go or TH AwA moavoleD cm, FOR A %Amc wm <br />ENPALAO <br />i/la"o . 5/v wm amma. As mmww By #u mw SCREW. axi & spaom m. <br />SPEDIC AS REQUIRED BY ?HE JURSDICT10001 WAM STORM PAKIL WIA 91 AND FOR A O1R[CTVk%Jr( FACTOR <br />KD-*A.% USING ASM 7-15 AND SMALL NO EXCEED THE MAXIMUM MD.) OMGN PRCSWK FAIINGS NWATED ON SHEETS <br />C 1) MINIMUM WPM PENIM11041 INTO WOOD OF JAPCON AN04M SMALL BE 1 1/2* AND 2' POR NZO POWLIATE PLUS <br />3. 9 TMRU 12 & 17. 14. <br />AMC PANELM" FEMALE 0 <br />IN ORDER 70 momy THE Flow Commannew, Lumv amm wm La" BE, NED PER ASCE 7-16 SHAUL K FIRST <br />REDUCED To A.341)' DENGN PXESMM RATING BY MULTIPLYWIT"EM By 0-6 1" ORDER To COMPAK "M Stj MAX (A�SDJ <br />MINIMUM THINADED PO&TINATION OF LAG SCft*. INTO THE WOOD FRAME UNIT SHALL K 1 1/2 MO IMPEADED <br />IN ORDER TO VVW TW ANCHORS ON VMS P.I.P. AS IETI WERE HOT OVER STRESSED, A 331t INCREASE IN AU-00" <br />P44al ADEQUACY MR IMPACT " WIND RESISTAINM HAS SEEN VMrIED PH ACCORDANCE WITH SECTION 1009.1-2 Of <br />C4) MWAKIM PENETRATION OF WOOD OUSHING SHAILL K 5/6' 1/4 0-20 SOVO USED %IALL IN 1 1/2' LOW MINIMUM <br />THE ADM MENTMED COIDE AS PER AMERICAN TEST LAII Of SOUTH FLORIDA R=r=14-01-01 Amo 02$9.02-0, As <br />SHWLD SIUCCO EXIST, AM I' MINOAAW FOR WALLS WITH K SITUDCO, <br />Sm t -1111 S, ASTM t 3"-W SIAMOAROS. AND AMERICAN TISVING LAM REPORT 11 23.01-10 ASPER <br />YAS-201 AZ TAS-203 PROTOCOLS. AND AS PON CALCULAra"S PERFORMED #4 ACcommomm W/ SECTION IBM OF 119 <br />C.5) IN CASE THAT PRECAST STOW ON PRECAST Comicam PAM", STUCCO OR WOW NOW$ RE FOUND ON THE EDSTM <br />FLORIDA BUILDING CODE <br />WMA. ANGOORS, SHALL BE LONG ENOUGH TO REACH THE MAN STRUCTURE BENNO SUCH PANELS. <br />ANGROAM SHALL BE AS MENTIONED IN C, 1). C 2) A, CA) <br />ALL ALUMINUM Ex"llow 10 HE em 6 ALUN QO TEMPER (IMfS5 GTKROTSE NOITD). SEC SWEET 2 <br />(0) MCHOAS "U 11 INSTALLED FOLLOWING ALL Of lK 1111001,11140"TIONTS MO SPITICIF"T"S OF THE ANCHOR'S M&WFAC� <br />ALL ALUMINUM SHEET METAL USIND AT CLOSURES SHAILL MOVIE 3105-MI4 ALLOY. <br />0 PANELS MAY ALSO K PWAIULEO HORIZONTALLY FOLLOWING INSTALLATION DETAILS SHOWN ON SECTION I THROUGH 6 (SHFrrS 4 <br />4. ALL STEEL SWEET WEIAL PANELS SMALL HAVE STANICTUM OUALrrf 111100- ASTIA "53 GRADE 80 MINIMUM, 0-80 GALVAIN ZED <br />THROUGH 5) UCEP1 THAT NEWASO Or 3 SMALL NOT RE USED. <br />STEEL DEP"YCM W/FY. 02.2 ka (AMR FINCLUID), <br />0. IT SMALL RE THE RESPONSIRLITY 01 THE CONTRACTOR TO VERIFY 7K SOUNDNESS Or YWK STROCKIRE WHERE SHUTTEA IS TO K <br />5, ALL SCREW 10 BE STAMM STEEL 306 Olt 314 kill KIM OR CORROSION RMSW C(M= CARBON SIM AS PER INN <br />ATTACHED TO OM111 "" ANCHORAGE, THIS SHLW" POLL ONLY K ATTACHED TO CONCREVIL SLOCK ON WOOD FRAW <br />IRMINGS. <br />500111 W1 50 k2l YW SM[MGT4 AND SO ki M43U $11104014 AIV SKAUL COMKV W/ FLORIDA WADING CODE SECTION <br />24M.31.5.4. <br />10 EACH WOULAR STORM PANIEL WITH LEND" M SECTIONS 1. 2. 4, 5, G AND ALIEWAIA0 I% 3W A, " ON <br />SKETS 4, L 6 A. 7 RESPECTIVELY. SHALL HAVE A= AND READILY MKE WARNING 06TRUCING OWNER OR TDONT TO <br />6 DOLTS TO BE ASTWI A-307 GALVANIZED SITEL Olt AIT 304 SEXES STAMM STEEL WIT" 33 k.1 MINIMUM YIELD 11111DOM <br />SECURE PANELS WON APKJCWU ROWORCCItW DURING POrocos OF WUNW.OM WARNING <br />7. ANCHORS 10 WALL SHAL1, K #3 FMOWS: <br />11. THE INSTALLATION CONTRACTOR IS IQ SEk/CAUK ALL SWMA COMPONENT EMS VIHICH REMAIN IN CONTINUOUS CONIACT WITH <br />HE VJWM M PRE" WIMO/RMN INTRUSION <br />1/4-0 TAPCON ANCHORS AS MANUFACTURED By IJN. BUILK0L NC. NIA. OC-3102 P34,) <br />12, STOON PANEL NSIXAAIVOM SHALL COMPLY WIN SKOS INDICATED 04 THIS ORMONG PLUS ANY OVUM AND ZONW, <br />1/4' 0 . 7/6' CAIX-IN ANCHORS, AS MANUFACTURED BY OFIALT NC <br />PROVIDED BY THE AMISOOCTIO" 'WHERE POW 6 APPLU TO. <br />1/4'0 w 3/4" SOUD-SET ANCHOR& AS DISTRIBUTED BY Au. POINT SORM NOLT St SPECIALTY CO. <br />13. (9) D11% PRODUCT EVALUATION DOCUMENT (PLO.) PREPAR016 NY Mo ONCINEER IS BOOM AND OM 1= PROMIDE INFORNIAtION <br />re-Vot "JL) <br />14-10 PAMEUATI FDA" 0 & PANCLMATI PLUS ANCHORS. AS ~AC"CD By ILCO COMS`oUC"OW PRODUCT& <br />FOR A $ff SPECIFIC PAWWr. f.s. WHERE THE Sn CONDITIONS DEME FROM THE P40 <br />/4*0 ZkW NO" ANCHORS. 06 MANUFACTURED By Crow. INC, <br />(b) CONTRACTOOR 10 K "M-COUGILE FOR THE 3MECTION, PURCHASE AND INTIAWION INCILUDING LIFE SAFM 01 TM PAOO= <br />A 1) WORMUN EMBEDMENT OF IAKICIN 00C.00015 INTO PWIED C*OCWE SMALL OF 1 3/4"; 1' MR ELCO PANUJAM AND <br />BASED ON THIS P,E.D� PROYMED HE/SHE DOES NOT MWIE FROM THE CONOrnONS WAILED ON THIS DOCUMENT <br />CONSIMUCTION SAIVY AT SITE is THE Co"TIACIVRIS RESP"OUTT <br />4 3/4, MR ZANAC NAILIN JINCROKS. <br />(z) Tft PRODUCT EVALUATION OCCUMEW WILL K OONSIERED IWAUO IF MODIFIED <br />42) CAUK-44 At SCKX­S(1 *C.Wft SHALL K EMBEDDED 7/8* INTO THE POURED CONCRETE NO EMBEDMENT NTO <br />STLIOC SWALL BE PERMITTED. I/e 0-21) SCREWS USED SHA11 K 1 1/2- LONG W SHOULD I=, <br />? <br />(d) SIM SPECIFIC PROJECIS WALL BE PREPARED MY A rLOWJA REGISTERED ENGINEER OR ANIC IECI WHID4 WILL BECOME TK <br />AND I WNIMUM FOR WALLS WITH NO STUCCO, AND MON RE HEADED SCK" OR ALL T"AMED SCRM W/O HEAD, <br />V40NEER OF FKCO1iDFjO.R=E RE RESPONSIBLE FOR THE <br />PROW AND WHO WILL <br />BUT ill" wtmC form <br />CaMTED 90NUR 10 <br />PROPER USE OF THE .0 OF KMMX ACTING AS A I <br />P E.0 ENGINICK SHIALL SUMMIT TO 1*9 LATITO THE SITE SMM W"V4S FOR ftWIF. <br />I&CASE THAI PRECAST STOW- PRECAST CONCFM PAIMILS PAVEN STUCCO OR MOO SOARDII ff FOM ON TNE <br />& TK MON STRIUC BEHIND SUCH PANELS <br />STINC WALL OR FLOM. ANCHORS SHALL K LOW RCU6�i TO i4 Tm <br />(0) THIS P1.0. 04ALL BEAR INE DATE AND ORIGINAL *A AMP WGRAWK OF THE PROFam" <br />ANCHORAGE SK4LL BE AS MENTIONED IN KI) AND N JL2). <br />ENGINEER OF RECORD THAT PREPARED ry <br />14. SHUT101 ~AMWS LABEL WALL K LOCA11M ON A READILY 'A"U LOCATION AT 51OW <br />PANEL 94MM IN ACCORDANCE WITH =11ONI 170111.2 Of FLORIDA 8=140 CODE, ONE LABEL <br />1/4' 0 TAPOON ANCHORS AS MANUFACTURED Of i I W WALM. INC, <br />94AU BE PLACED MR EVERY OPININC, WINKLING TO COMPLY WITH SECTION 1701141 OF THE <br />I/e SX. 77/8' CAL11-IN ANCHORS, AS I&AMNACTURID) BY DIFWALT, INC, <br />"IDA BUILDING COOL <br />I /4-0 3/0. SOUD-SE, AMCWW AS WMWM BY ALL POINT SCREW. SOLIT A SK04LTY CC <br />TOT <br />014-10 AMELM471 Ftm" ID AMC PANILIJI&TIL PLUS ANCHORS, AS MANUFACTURED by FLOO CONSTRUCTION P "to <br />IIV 0 ?AMAC NUUM ANCHORIL, AS ~ACTIM BY DIEWALT. ftC <br />9.1) MINALM EMOMENY OF TAPOOR ANCHONS, ELCO PANELMATM AND Z"C NNUN OKRM. WW THE <br />at % FLORIDA BUILDING CODE (lion 10211 VO" cons zono)l <br />BLOCK UNIT &M.L. OF 1 1/4". . <br />I <br />` <br />8.2) CALX-IN & SOLO -SET ANCHORS SMALL BE EMKOOEO 112r INTO THE CONCRETE SLOOK UNIT- NO P%k644 <br />7 % <br />mmo. vc <br />34 SAGE GALVANIZED Snn STORM PANEL <br />ro. <br />DAMON ft <br />STUCCO SHALL K PIDIUMID. 1/4 0-20 SCREW& USED SWLL BE 0 1/2' LONG MMINUM SHM" nw, <br />AM I' MINIMUM MR WALLS WIN NO STUML STATE <br />L <br />/1111t c 0 �. <br />GLOW PROTEC" PRODUM uc. <br />e.3) IN CAU THAT PRECAST STONIL OR PRET" CONCRETE PANELS, STUCCO OR WOOD NAM* RE N <br />FL UH. <br />EXISTING *ALI- ANCHORS SNALL BE Low ENI)LIGH TO REACH THE MAIN STWJMUNE K"M 5UCH <br />AW-4WACE smALL BE AS WNTIONED IN ILO 00 IN IL2) A <br />Ame, MO, PAM 000110-40417 <br />GROW ft <br />NeMou <br />Is <br />INSTALLATION <br />INTO POURED <br />DETAILS FOR REGULAR PANEL <br />CONCRETE OR CONCRETE BUCK <br />-OWN$ Pau= CONCRETE; <br />got CONCRETE ILM <br />STRUCTURES <br />Aroup", <br />CONCRETE A404M <br />(SIM SCHEDULE ON <br />SHESTS 9 rmRoUON 10) <br />CONCRETE ANCHORS <br />(Set so"" am <br />lo' <br />SHEETS a THROUGH 10) F 4) <br />rxwm ramu <br />CONCRETE OR <br />r <br />= .0- <br />5F. I'll. <br />114- <br />74Y <br />Rs <br />CONCRETE ANCHORS <br />(m $01HIMULE OIL__ <br />&KEYS 0 1m"OUQ" I <br />-(D <br />q <br />M CLASS <br />(Sa SCH09" <br />M-4 <br />v Ma. <br />WARM= <br />70 GUIAS. .1) u.wN INN, r-,n <br />SHW 3) <br />ON S"V17 3) <br />PANEL UNCTH <br />(WE SCHEDULE <br />ON 04M 3) <br />I <br />pmm <br />14% SEPARATION <br />"Ll Mel, id GLASS. PANEL LEMCIH <br />umm - <br />CONCRETE ANCHORS <br />(SEE SCHEDULE ON <br />904OLU I <br />(SM SCHEDULE (off Smauut <br />ON S"m 3) ON SHEET 3) <br />BMWs a t"Much I <br />OF <br />LO <br />wx. <br />ft. <br />fift <br />V <br />M�xl <br />60. <br />Lo. <br />i <br />f <br />"am Mo <br />INN Sam Oa <br />0: <br />CONCRETE KOCK <br />S'L "0 <br />"m 9 <br />j. Mill, <br />SOLO <br />WAM-70 hm <br />ARE :111 <br />USED a w"m <br />ALTERNATE CC1NGRVTt2 <br />ANCHORS <br />FOOCLWUS <br />ARE USED. <br />Som" ON <br />S"It, 9 THROW" 10) <br />SCHEDULE ON <br />Swim 9 rtolouw 10) <br />mul KMING <br />Lam <br />SIELTM I'L <br />SCALE 3/6- <br />WALLAWNDO <br />WALL MwKm Dm AdOuvT <br />'1111114ANNA, <br />'Lon" aumam CODE (N" wph vddowty <br />no 20")1 <br />E.D. - EM DISIANOE <br />(SEE SCHEDULE ON <br />SHEET$ 9 10) <br />NETTIE FOR W OF <br />TOP & BOTTOM MOUNTINGIS CAN RE <br />COMBINED IN AW WAY TO SUrF ANY <br />I <br />0. 44167 <br />um amm W. 24 GM SALVANW Stm am ftin <br />we LLc. <br />IL KC0 MOM MKCTM MOMM <br />NO <br />V.P. <br />20-175 <br />IMALLATION. <br />Tomomme-am <br />ft-! <br />owmm ft <br />Om J"M '441 8'?L'-A <br />or. <br />(4 <br />ANCHORS <br />ON <br />INSTALLATION DETAILS FOR REGULAR PANEL INTO WOOD <br />X" <br />ON <br />v MAIL <br />PANEL LOWN <br />(SEE Soto" <br />ON SHEET 3) <br />six <br />OF ILI <br />M�x- <br />9 12 1/2* O.C� <br />ocam" <br />WOW <br />rim FOR MMBMTM CIE SECnONS, 1. INSTALLATTOW An ONLY VAUD FOR MAX. ASOL <br />TOP III eOTrOM MOUNTINM CAN BE DESIGN PRESSURE PAT04 (PiLf) AND PANEL LENGTHS <br />COMBINED IN ANY WAY TO SUIT ANY AS PER SCHEDULES ON SWEET 3 <br />INSTALLATION. 2 FOR NEW WOOD FRAME CONSTRUCTION: WOOD <br />MEMKRS TO BE SOUTHERN PINE No 2. W/ SMIFIC <br />DENSITY OF 0-ft OR EQUAL- <br />N.TEMAIE WOOD <br />(SS S" <br />% <br />lag ED n <br />1 <br />or Ft. <br />;T� is MA <br />IV Mo <br />won ANCHORS <br />:& SCHEDULE da- <br />ft. SEPARATION TO 0 ASS. <br />la" SCHEDULE ON ow 3y I <br />r <br />v MAX <br />PANEL LIAM <br />(m SCHEDULE <br />ok SHEET 3) <br />Of <br />44 <br />I <br />2w WOOD FLOM- �4 <br />REQUIRED <br />ANCHORS <br />SCHEDULE ON <br />-MERMAW <br />n <br />J__ <br />cn <br />> <br />U <br />0 <br />LL <br />E <br />0 <br />2 <br />co <br />7 <br />g <br />(D <br />Co <br />cu <br />-a <br />0 <br />2 <br />CL <br />c <br />0 <br />(D <br />cu <br />0 <br />> <br />An <br />-0 <br />cn <br />E <br />cu <br />0 <br />0_ <br />cu <br />"o <br />-1..- <br />< <br />4 <br />z <br />z <br />- <br />C111 <br />C= <br />LAJ <br />r- C= <br />CIA <br />C= <br />.1< <br />LA- <br />1`4 <br />CC <br />W <br />:N. <br />C <br />ap <br />E <br />cn <br />-6-0 <br />(D <br />(1) <br />CIO <br />> <br />CRISIS <br />1.0.0. <br />U) <br />cn <br />cu <br />m <br />LU <br />z <br />z <br />< <br />Q_ <br />SHEET NO. <br />SH 1.3 <br />