|
+0&0. -7511
<br />70* OR I=
<br />2 S/Iv
<br />ROLTM.
<br />2'W A, SIR
<br />+0"1 -7t3
<br />70* OR LESS
<br />2 1/0'
<br />Dam
<br />M.% 4r WWATT AT OUMAP It 4CX OF PANEL LENGTH
<br />PANEL
<br />Iti Z-13-1-14 ��m 7 rxi I � Or wxr.ml
<br />A... ACH
<br />MAX" ANaM SPACM MR I- t 3 Ilr
<br />APPUCA" 70
<br />SEC"aft # a
<br />0, D"
<br />MAX" ".1m
<br />Pw
<br />4? �11
<br />- -
<br />I
<br />I
<br />P"
<br />v ootoo;ri
<br />TO ox"m
<br />-m mmmuz
<br />I- =-
<br />JIG coo"
<br />TO
<br />TO wmm
<br />ITO -
<br />Abu
<br />Ir
<br />MIA
<br />12'
<br />N/A
<br />1 12*
<br />N/A
<br />N/A
<br />I, & 21 (TOP)
<br />1w
<br />41
<br />V
<br />20M
<br />Ir
<br />3'
<br />12"
<br />3.
<br />1 0.
<br />1 BOTTOM)
<br />S low ++
<br />f-G&O, -7t3
<br />_
<br />N/A
<br />N/A
<br />NIA
<br />N/A
<br />N/A
<br />12 1/2'
<br />11,
<br />r (8011014)
<br />7(r OR I=
<br />71
<br />N/A
<br />6 1/2'
<br />N/A
<br />4 1/2'
<br />N/A
<br />4 1/2'
<br />N/A
<br />3. (TOP)
<br />ur
<br />N/A
<br />12,
<br />N/A
<br />I 11r
<br />NIA
<br />9 1/2-
<br />(Borrom)
<br />12*
<br />N/A
<br />12,
<br />N/A
<br />Ir
<br />N/A
<br />Ir
<br />N/X
<br />4' (NIP)
<br />I;r
<br />9 1/2-
<br />12'
<br />L 111 1
<br />12'
<br />It-
<br />4-
<br />* UNITED TO Sea p^l, A.S.D. OEM PRESSLM RATING.
<br />AKCHOASS WPE A SPACING MR 0WALIATIONIT PRO WOOD
<br />AM" ROM SAACINGS AND MINVIA1 MCC DISTOICIE AN 000MED ON TINS
<br />=,I" 90. LMS THIN INDICATED ON = "REDUCE =&5P=*
<br />ING SAmme; SHOWN ON Sato"
<br />r
<br />'a o0metem 'to M PO%9MR6W,= 001AWS) USM FACTOR SHAJ
<br />M"WM Ma NPGXM
<br />NOT Be LESS Imw 04 ECK ANCHOR M AT
<br />-A&C"On tra4m,
<br />N1101" Ift
<br />Ilek
<br />I/V�
<br />1/4"
<br />I/r,
<br />W. mmm wmew
<br />A
<br />3
<br />21/2
<br />w smmm"
<br />3
<br />3
<br />3
<br />3
<br />00* W
<br />3
<br />$ iA
<br />10
<br />4
<br />ANA rA ow !mm
<br />I
<br />I a
<br />mms SHALL a mwmu3) ALmlys
<br />FROM LEFF TO RIGHT W/ I/-r ISO
<br />AT 00 AT LEFT ME OF SAM
<br />P**L�s END LIP
<br />W/ HONED ZvC -,I
<br />ISOMOM MIX OETAL A
<br />ROUNDED CORNER 0 ENDS OF PANEVS
<br />-2.378,- END UP W/ HEINED EDGE
<br />091,
<br />'S
<br />.091*
<br />1, 4 1 07 . 0,625'
<br />f - AOL aw
<br />KEY 14OLE MHER
<br />310"t54 ALUM. ALLOY
<br />ux 11
<br />"u" Hmn
<br />MIN, 70 V M--
<br />@ ANGLE
<br />E
<br />if i No. 4416
<br />-e .123* N.
<br />L
<br />STATE OF
<br />mp.) 17 .2W
<br />t-A-:- SEE SECTIONS MIN,
<br />@ WA @ & 4N� WASHERED M02MUT
<br />IMOLAMML (ZAMAC 3 ALLOY)
<br />(�) -14- HUMIR
<br />+ MUM Max DISTANCE BETWEEN BOTTOM OF PAM!
<br />No 4) TO a., i/g.
<br />++ REQUIRES, Mm OISPIN" BETWEEN BOTTOM OF PANEL
<br />Am (1) To BE., 3/ir
<br />;11*-r
<br />X41 xwm 1, s I/*-
<br />Aw- owl OR 0 12 llr aa
<br />WAY BE RDOW-0)
<br />L .12r l
<br />AMU Wn SO
<br />G-fl 0250*#
<br />I OR
<br />.12W
<br />WAA
<br />W HM
<br />AT -PANEL -n3w
<br />SEE 9w 5 Fm ADW04X
<br />air
<br />UMffAMS IF SIME LENGTH IS I
<br />_12V
<br />L
<br />ONLY VALID FOR INSTALLATIONS an*
<br />wow SmIctullm
<br />or RM
<br />@ PAN&L HANW
<br />kk
<br />(M ONLY FOR E-Z HVIC STORM PANEL
<br />WSIOM) 6063-TS ALUM. ALLOY
<br />INSIALLARON DETAU FOR SERIES 2000 & I QQQ, E-Z HANQ ST.08M _PANfdl
<br />INIQ EX[Ob[G W000 SIRUCTURES
<br />'14
<br />e "Wk. 2*X4' wm
<br />A�4 1/4'0
<br />0=0 6
<br />1;5:W Roxv"
<br />OR (W FIT" I
<br />-70 COMM WOW HEADER, To ORSTAO Wm KAM
<br />&A. END of
<br />r
<br />LAO ScAlift 0 3- aC. V/ SAIS
<br />/4'0-"4* IBM sk Ew of
<br />I= 1HRIAM POICIRM
<br />r (SEE OVAIL Im A, m3l I AM, wow WEADOL
<br />T IA SIX"
<br />1.1F DUAL I"Im, 0
<br />pi� gAv 4 Cont p4.1- SS, IA
<br />or 0 1A DO OF ID
<br />Mam
<br />Too HEADER ROARED
<br />Spr w�
<br />spoRkTION - IV SLAM 7/9
<br />I at_ 2 Tye w,
<br />TO OL"Sr WIN, Cqw.1
<br />10" TO Dom
<br />-A-
<br />f/w w, M. SO"
<br />70 DAW OVM--p 7
<br />IK
<br />C-L
<br />ve* 20"4 UZ
<br />j :4
<br />N1,
<br />I PANEUMIT a
<br />2 PRIELAVE PLUS W
<br />NOTIF 1A BIT* kft THRIADED
<br />P N" 12 1/2- at L
<br />V 1w.-
<br />1/4-0 V4 =NEW 0 Ir ar- IN YA`-
<br />L
<br />-ip W/ 7/Irw/321
<br />I PwTY igg PAT OR on WK
<br />NOTE 11 GSLO�) HkIr a at,
<br />MIT A -I,/4kIAA SONE" 0 or at wI /4* LAO SCRON5 0 It" O.C� W/
<br />PO4MTON
<br />wa woul .000 It Owm 0
<br />Pw OR *4 Ath 2 am Em
<br />PLATE=nAT
<br />AMRIAM
<br />sme I/ew V\
<br />NOTES, -Elu"s. Maus= RRATW eW
<br />1, IMIULIAMOMS AM MY VAUD Lava et"Offt INUA DVE .4
<br />UP TO +m(L -n,3 00 AND Z1=41.11"p l"01 11PON 1w
<br />z FOR HIM UTHER14 IE
<br />, Mew
<br />PK M. c"em 15 Caw TO RE so
<br />FLORIDA RUILDING CODE ingh Velactly Hu one Zone)
<br />'s -am 1%m(L ma 20 GAGE "IVAN= SIM. STORM PANEL
<br />am smmrp% %FPXWA g*.
<br />saw ON
<br />IDWOR -I"WiEV-1415A. 41A OF
<br />WELL AS GO&AT Top As Sam ft
<br />OT2 GWBAL PROTECTION PRODUCTS, LM
<br />ALUSIMME TOP RKLAAMM AZO Ik /-r1LT1E-00-1--\ 4W 5I.M.61 bm�
<br />TILUT l2sr" a wilaim" Udiiiw FL
<br />top & Bir Mm I fmw (SIONS-1se w OU)M-4m 20-176
<br />=. & AMM LWAM
<br />VAY To m4l= sm
<br />NOT z MIUM MM Nor %10ft FIA 11"11441-
<br />if _9
<br />NUMN ttt it- ALNQ CORRILsemma b� 1/4, 3/4i 4/5, 5/5 & 6/5
<br />momm slum PANEL 1 Lam o, gmgol 119 fm x me a 2/4 1 W/6. 2W/S. 3W/7 & 4W/7
<br />-9 r Ism SCHEDULE ON
<br />PAMA I ------- -- - URFA cam J)W= AMK a no 00, f-i* TL SHOETI; S. 10 'kill
<br />SJR= PAHUSCD UN0=00 2WLLftAEIS48Z=6= AT U99 �� ' I a 6
<br />AT IM OR BMW film WITH OR rT7'
<br />mm
<br />MAXIMUM PANEI-L-ENM MAXIMUM PANEL LENGTH
<br />L+- OR -L-- (m) 11 'L+' OR L-* (ft.) a
<br />MAXIMUM A-S.O.
<br />M"IMUM ".01 CONCRETE & WOOD CONCRETE & WDOO A
<br />DESIGN
<br />PRESSURE ROM mrAuArmos t PRSM0E.E'cN1TM INSTALLATIONS t
<br />(Pxfj (+ L+ --,a- (p4o4 (+ w -) I.+-- - I-
<br />2" W-01 Ir-1. 20.0 141-41 rx-o'
<br />2SO 12,-0^ W-r 2:40 W-10" III-?*
<br />jv. 0 W-9, Sao it, 4* fo*_r T T- -1,
<br />oo W-le W-ral J&01 W-101 91-0* UNS PANELS r= PANELS W/ V4*-2091*
<br />(SEE SECTIONS AS S. %IS , GMT W/ 40 0 m wmAp
<br />4aD V-41 4&0 1 r-r st-21 ($m SECTIONS AS APPLICABLE)
<br />4&0 - Ar-I, w-7-
<br />San 9*-1* 81-41 me W-7* Or-2,
<br />v
<br />$&a
<br />Sao 8'-J* r-71 690 81-01 r�'.
<br />610 #'-a* - r-4*
<br />yao 71-fi*
<br />?ao
<br />Sao 1-1. 61-r soo 7*-ol 614, @aroS 7TMAX
<br />�So me 7,,F- -7--j-- mwl-� /4. 3/4. 4/5, 5/5 & 6/5 1. NaL
<br />-WO v%-S- w-I- I Lb,2/4 L*11W16. 2W/S, 3W/7 & 4W/7
<br />SEO 61-7" 51-10, L--moms (SEE SCHEDULE ON SHEETS 0. 10
<br />tome ir-s- 41-11, Ioao 61-3* S'-7*
<br />lose 61-31 1-1. Ima 4r-r 5,-4* REQULAR MEM FANFIM&LEYATION
<br />zur
<br />1 110.0 W OVERLAP -1
<br />FaLe M&O
<br />Its's Ims -ju 1-
<br />t/,;W\ /14p\ 1 r v"W"N'
<br />114 %r,/
<br />MINIMUM summmom To MASS scHmu a7
<br />VA"Mm WIND SPEED 4; 170 �*A WIND S"" > 170 MMA
<br />PANEL UNOTH
<br />U(%) L+-. MkVAN "ONAME P*U LENGTH FOR A WAR POSITW IMM OMM LOAD,
<br />30 OR LOS V 61/4- L UNM FOR A OVEN MOK A&D, DES" LOAD,
<br />>33 TO @a 7 lIr 7 11r wjawm pmm Lmft
<br />ONO A POSITIVE ASM. =1101 LOAD. OVERIANE MA*" PANEL LENOTH 'L+* FROM SCIIEDL106-
<br />>90 To 145 1. 1. 7 Ilr 7 vr A .00ME 11" 69W. LOAD, 0131B." IMA" =rTH
<br />MOMM ALLOWABLE PANEL LENGTH IS EQUAL TO THE
<br />>145 to 16&1 i V 1. BETWEEN L+* - L-1�
<br />(a) Sm swmu Sam no WN PMEL tmm POROSTIN, 40400TION,
<br />t INVONUAT0ONS INTO WOCIO ARE UNITED TO * 10 p�&L MAX� ASA= MM PRCISURE RAT"
<br />0. 10 & 11 FOR wx. k"� Dam LOAm a
<br />SPAM IS OPEC,
<br />FLORIDA BUILDING CODE Lt�gn, High t�!m N one Zone)
<br />4m lvem wa 24 OW G&VANIZED STEEL STORM PANEL
<br />D. 44167 DAMON w,
<br />fyt?lo`�
<br />A, GLOSAL PROTECTION PRODUCIS. UJ-- imm
<br />m TIME C -0. -1 -
<br />RIOPI .-I - own!"Ar
<br />Now (w)m-?sw m DmIlaw-sm 20-175
<br />4�EMWXUA W-FIVA
<br />GENM HIM
<br />ON in ma (C)
<br />1, SIHIRN PAHM SHOWN ON THIS P?4DUGY SVALUAOON DOCUMENT (PEO.) To$ SEEN VMPOT FOR COMPLIANCE 94 ACDORIOARM ANCHORS, AS VAKFACTURED By LT-W BUILDEX "IC,
<br />WITNTHE 2M (7tn E FLOP" BUILDING Com THIS STORM PANEL W4LL HOT w #W^jxo AT HIGH #14-10 PAR11MATE FDA" 10 AND PANIUWE PLUS ANCUNCHIL AS MANUFACTURED By ELCO CONSTRUCTION PRODUCTS.
<br />=!0
<br />jNNr
<br />VELOCITY HURAX _ AM / ORMARD COMM). I/ro LAC %F"s PER 0,04,
<br />DESIGN WV0 La" SH41, UL DEMRM94ED AS PM S&CWN 1609 OF THE ABOVE MENTIONED CODE, MR A BASIC Wel, 7/16*0 * 51e WOW SLIMING, As DISTRIBUTED BY ALL POINT SCREV. SOLT & SPECIALTY CO,
<br />SPEW AS MQIM BY THE A)RISINCTION WHERE STORM PANEL "U BE INSTALLED. AM FOR A FACtOR
<br />90�0.0, 05M ASCE 7-16 AND $HALL NO EXCEED THE M"IMUM (A",) DESION WSBIURt RAMOS INW-ATED ON SHEETS CA) MINIMUM THIREADED PENSTROTON Wo WOW Di''TAPCON ANCHM SHAU BE 1 1/2' AND 2' MR ELM PANEXAM PLUS
<br />31 0 r1m 12 & 17. It AND FANCLiKE FEMALE M
<br />IN ORDER In VERIRY THE ABOVE CONIMM, ULTIMATE DESIGN WIND LOANS DIETOWKED PEA ASM 7-16 SMALL, M FIRST
<br />REDUCED to A.S.D. OE" PMSURE RATING BY MULTIPLYOKI THU BY 0.4 IN ORDER TO COWARK THOSE W/ MW (AS-04 C.2) MINIMUM THRIODED PENETRATION Of LAG SCREW, WID THE WOW FRAME UNIT SIMIJ, BE 1 1/2-- NO THRfAm
<br />OEM PMWM WIRM INDICATED ON SHEETS, 3� 9 THRU IZ & 17, It. PENETRATION INTO M= $KALL BE CONSIME) AS PART OFTKr REQUIRED THREADED PENETRATION
<br />IN ORDER to VEWY THIT ANCHM ON THIS P.E.O, AS TESTED WERE HOT OVER STVMCO, A $3% "M 94 ALLOWABLE
<br />SIR= POR WINO LOAD$ WAS = UM IN THOR ANALYSM FASTENERS SPACM 10 WOOD HAS BEEN DETERMINED IN 0,3) U941MUM EDGE DISIANCE OF LAO SCREWS. INTO WOOD VOLL BE AS INDICATO) IN THIS ORAWNG
<br />ACCORDANCE WITH ILOS� 201a
<br />STORM PANWS AbEQUAV,FM IMPACT AND WIND RESISTANCE WAS KEN VERIFIED IN ACCORDANCE W)i SECTION igW.1-2 OF CA) MINtMUM PENEMIRM OF WOW 9USHNO StUL.L BE Ole 1/+* 0-20 SCREWS USED VAIL BE 1 1/2- LOW M"MOU
<br />THE ASM MENTIONED Coal AS PER AMMCW TEST LOS Or WAN FLORIDA ROPORM PS14AI-01 ABC #021OW-05, AS SHOULD SWCOO 00ST, AND I' MINIMUM MR WAUS W14 No STUCCO.
<br />PER SSM 12-0 A AVW E 3310-02 STANDARDII, AND AMERICAN TESTING IAB SOUTH FLORIDA REPORT #1123-01-10 AS POR
<br />TAS-201 AND TAS-203 PROTOCOLS, AND AS PER MCULATIDNS PERFORMED IN ACCORDANCE *1 SECTION 1000 OF THE C51 IN CASE THAT PRECAST CONCRETE AMOS, STOOCO OR WOOD SCAIM W FOU ON THE OWING
<br />FLOR" OLKOM to". Wk� ANCHOR$ SHM4. 2= WCH THE MAN STRUCTURE BEHIND SUCH Pmms�
<br />ANCHORAZE $HALL BE AS MENTIONED IN CJ)� a2) & M4)
<br />Z ALL ALUMINUM EATTIMIGNS 10 at ODW-18 ALLOY No TEMPER, (UNU!W MHERMSE NMO), SEE SIM 2 (0) ANCHM "LL BE PWALLED FOLLOWING ALL OF THE AND SPECAFWAMNS OF THE ANCHOR'S MhWFACTURM
<br />,1. ALL ALUMINUM SHEET METAL USED *7 CLOWKS SKALL AMIE JiOS-404 AUJDY & PANELS MAY ALSO BE INSTALLED HORIZONIALLY FOLLOWING INSTALLATION DETAILS SHOWN ON SECTION 1 TWRWW 6 (SHEETS 4
<br />4. ALL STEEL SHEET METAL PANELS SHALL HAW STRUCTURAL QUALITY STES, AMU A-053 OPADE 80 MINIMUM. C-60 GALVMTZED THROUCHi 5) EXCER TmAr WAmm 0 a (b WALL NOT K usm
<br />STEEL OE=NAAON W/PY- 92.2 k* 00TIlt ROLLED), 9. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY TWE SOUNDNESS OF THE STRUCTURE SHERE SHUTTER IS 10 BE
<br />ATTACHED TO WSW PROPER ANCHORAGE THIS SHUTTER SHALL ONLY BE ATIACKED, TO CONIMTC� SLOOK OR WOW MAW
<br />5. ALL SCKVS TO BE STAINLESS STEOL JAGA 09 316 AISf SCRIM OR WRRO90M RESISTANT CONIM CARSON STEEL AS PER ON K"Ncs.
<br />50CIB W/ 50 "�YIMD STRENGTH AND W kr4 TENSILE STRENGTH AND SHALL COMPLY W/ FLORIDA BUILDING CODE SEMON
<br />2411,13.4, IM EACH REGULAR SIORM PANEL WITH 104GTHS OVER 90`� AS PER SOCTIONIS 1, ;L 4, 5, 6 AND ALTERNATNTS tW. 3W & 4W 00
<br />SUMS 4. IS, 6 A 7 TIESPOCTAIM.Y. SKA.1. NXVE A LEGIBLE Ago UNDLY YMAX WANING INSTRUCTING MNEA OR TVANT TO
<br />S. SOLM 10 SE ASTM A-307 OALVANIZED STEEL OR AM 304 WO STAINLESS, STEM. WITH 36 W MINIMUM InEW STRENGTH. SECURE PANELS WITH APPLICABLE REINFORCEMENT DURING FOOODS OF HURRICANE WARNING-
<br />7, ANCHORS, TO AVALL $HALL BE AS FOLLOWS, it. THE INSTALLATION cowwraa is To sm/oaxx ALL smurrm COMPONENT EDGEs WRW REMAIN IN o=Nm* CONTACT WH4
<br />TH.- ftuo*� TO PRDW Ww/RMN WRUWN.
<br />ANCHORS AS MANUFACTURED BY IXW. BVILDEX, INC, (Min� rt-3192 p3j.) 12� STOW ma WVALWM SmALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONNG REGULAZONS
<br />1/4 . S' CALK-414 ANCHOft, AS MANUFACTURED BY DENALT Wt-' PROMW BY WHERE PERMIT IS APPLIED to
<br />- 1/4`4 . 3/4' SGUO-SET ANCHORS, AS DISTRIBUTED BY ALL POW SCREW, BOLT* SPECXTY M 13, C.) THIS PRODUCT VALUATI(TH COMMENT (P,ea) PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVM INFORMATION
<br />(Mfn� rt-30oa P�sjl)
<br />- 174-10 PAMILMATE FEMALE 0) & PANELMATE PUIS ANCHORS, AS MANUFACTURED BY OC* CONSTRUCTION PRODUM. FOR A SITE $PE0"C PR=CT4, Lo� WHIME THE SITE CONDITIONS MATE FROM THE P-E,a
<br />- 1/4'0 ZAMAC NAIUN ANCHOK AS MANUFACTURED BY DON&T, INC, (b) CONTRACTOR TO 13E F45PONSOLE FOR THE SELECTION, PURCFASE AND WSTXLAtON INCLUDING LIFE SAFETY OF THIS PRODUCT
<br />EASED ON INS $11a, PROWDED, HE/SHE DOM NOT WMTE FROM THE CONOTIONS DETAILED ON THIS DOCUMENT.
<br />A. i) MINIMUM EMBEDMENT OF TAPCDN ANCHOAS INTO POURED CONCRETE SHAII W 1 3/4% r FOR EUCO PANUALITE AND CONSTRUCTION SAFM AT SITE IS THE CONIRACTOWS RESPONSIBILITY.
<br />1 3/4* FOR ZAMAC HAIM ANCHM,
<br />I.) THIS PRODUCT EY"TION DOCUMENT WILL BE CONSIDERED MXJO f Mown.
<br />&2) QAX-IN * SOUG-SET ANCHORS SHALL BE EMDEDDED 7fr INTO THE POURED CONCIRM NO OANCOMEW INTO
<br />STUCW SHtkU, BE PERM(FTED. t/4' 0-20 SCRONS USED SHALL M 1 1/2' ILONG MINIMUM SHOULD STUCOD EXIST, (d) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH MU. BECOME THE
<br />AND I' MINIMUM FOR WALL$ WITH NO STUCCO, AND MAY BE HEADED SCREWS OR ALL, THRMED SCROVS WIO HEAD, ENGINEER OF RECOROpj06RjWPO PftWCT AND WHO VAL BE FOR THE
<br />MOE
<br />BUT INTH "NO Nm PROM USE OF THE 13F RECORD, ACT" AS A MEWED ENGINEER TO THE
<br />P11a ENCINEIR, $KILL WSNO To THIS LATTER THE SITE SPECIFIC DROMS FOR RNLV
<br />A,3) IN CASE THAT PRECAST STONE PRECAST CONCRETE PANEIS� PAVERS. STUCCO OR WOOD BOARDS SE FOUND ON THE
<br />OGSTING WALL OR FLOW, ANCHORS SHALL BE LONG MOO" TO REACH THE MAN STRUCTURE SEWHO sIuCK PANELS. THIS PX 0. SHALL BEAR THE DATE AND OWNAL SM AND SIGNATURE Of THE PROFESSIONAL
<br />#4340SAGE SHN.4- ff AS; MENTIONED IN 00) AND IN A,2), ENGINEER OF RECORD TMT PREPARED Fr.
<br />14, SHUTTER MANUFACTURER'S LABEL $KAU BE LOCATED ON A REAMY VG1=,LOCA1" AT STOM
<br />PANEL SHUTTER IN ACCORDANCE WITH StMON 1 -V1 OF FLORIDA E
<br />Ur StHAL. BE PLACED FOR EWJ?Y OPENRa LABELING !to COMPLY ARTH SECDONI 17W.2,3 OF THE
<br />7 IN V 0"' FLORIDA BUILDING CODE,
<br />1M L
<br />/4t* X:3/4/�-W GMT & SPE TY Ca
<br />#11-tO PANELM&TE FEMALE to AND PANELMATE PLUS ANCHORS, AS MANUFACTURED By tLoo CONSTRUCTION MUNI
<br />Ile 0 ZAMAC MAKIN MCHEIR% AS IMIKOFACTUM BY DOVALT, INC
<br />I ) MTWWUM UMMENT OF TAPOON ANCHORS. aCO PANELWES AND ZAMAC IMIUN ANCHOR, IWO THE
<br />FLORIDA BUILDING CODE jt&n Ifth Wocity Ru one Zone)
<br />MGM( UNIT SHALL, BE 1 1/4�,
<br />02M TILWJA M
<br />F0,41 6 24 CAGE WVANIZED SrM STORV PANEL
<br />62) CMX-IN & SOLKI-SET ANCHORS SHALL. BE EMBEDDED 7/8- INTO THE CONCRETE BLOCK UNIT, NO
<br />STUCCO SMALL K fERMIM� I/W'0-20 SCREWS USED SMALL BE I Ilr LOW MibWFJM SHOULD IT DIST- *
<br />AM I' MINIMUM Fm WALLS WMI NO smCca STATE p /117LE 0---,\(;L0mPR0=t"Pm=mu4.
<br />03) IN CASE IIAT PRECAST MNE. OR PREXAST CONCRETE PANES, MCCO OR WOOD BOARDS, FOV A 4=*h.113=
<br />1ORt ....
<br />EXISTING WALL ANCHORS SHALL BE LOW ENOUGH TO REACH THE MNN STRUCTURE OWING 1. PHW-� DOOMM-700. FM (204)SMI-SM
<br />...
<br />wtom W.
<br />ANCHORAGE SHALL BE AS MENTIONED IN S, 1) AND IN 112), NA
<br />I-
<br />r__gV$*
<br />INSIALLAII
<br />jNM--.2"8EQ
<br />POURED CONCRETE
<br />FOR REGULAR EANEL
<br />re NGREJE 98 CQNGRETE BLQGK
<br />___rma POURED CONCRETE
<br />CON COX
<br />OR Go M
<br />n1
<br />STRUCTURES
<br />CONCRETE ANCHORS
<br />CON
<br />RECKWETE
<br />CONCRETE ARCHOMS
<br />(SEE SCHEME 014
<br />94WS 0 THROUGH 0)
<br />RKMWRM. I I
<br />CONCRETE ANCHORS
<br />(SIX SCHEDULE ON
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