Laserfiche WebLink
�1« q <br />i MISALM ABA. <br />p� <br />1Wt. - . <br />pARA— <br />�T <br />- <br />CDI1pIf <br />APpL@FA - <br />RAiRMr <br />(SEEflLN'.�� <br />&AB9 <br />ON <br />$�CYtWAS <br />i60: -r8J <br />_. <br />D DR LPSS <br />219 16' <br />, ./ <br />�I.T@ <br />V ` t'w <br />. >Z <br />VAX 'lA <br />•t4..4. -yg•3 <br />7a" DR <br />2 7 " <br />Ja <br />IweTeO • <br />.` A <br />to `R <br />` YVLR:V W! 1 11; 5.5. 145. t WWD Wr AT OVERLAP d AUX OF PANEL L,ENO H. <br />ND451alED � OF PANEL <br />REV, "No HWER <br />"Am LOT <br />I BE plSfW/ I AUWTs <br />To I10NI E t A M rTNIM LEFT J JUS <br />A END AT 1@T RR1E OF PANEL <br />t <br />1: F <br />aT- <br />�'71.f <br />.a- <br />MAIN" ANr*M <br />SAAW FOR t: D, 3 1/g` AA .. <br />-.. <br />tPP11C+rBLf YQ:. - <br />ANY ETgN <br />a nmI <br />AMI®IW k5U>£t. <br />1df91N 1 ' <br />DRE <br />RATW0 <br />} <br />UPOWYB <br />*"L_w <br />PAWW1E FEMME 0 <br />PANFLYATE PLUS <br />TD tONCRErE <br />LW <br />m . GCNQIIRf£ <br />TO XAI/ORETE <br />t4 COIIORGTE <br />�'. <br />12" <br />. N/A <br />: 12» <br />N/A <br />" <br />IV <br />N/A <br />12' <br />N/A <br />t f..8" (TOP) <br />70' OR 1:E5S< ' <br />,t' <br />3s A, <br />To' <br />3: <br />r <br />41 <br />5• <br />'r <br />1` BD DOM7 <br />t2" <br />3" <br />12".. <br />a. <br />0. <br />1. <br />B. <br />g. <br />Y'. BOTTOM) <br />N/A <br />N/A <br />:,N/A <br />WA <br />NvA <br />_.. <br />'NfA <br />12 �ilr <br />it" <br />�21. trom) <br />r <br />N/A <br />6, TIr <br />N/A <br />4 1/2' <br />N/A <br />4 1/2' <br />N/A <br />3' (Tap) <br />12' 1 <br />N/A <br />Ir <br />N/A <br />9 1/2, <br />N/A <br />9 1/2- <br />N/A <br />T (Bormm) <br />12" <br />R/A <br />Ir <br />JN/A <br />T2" <br />N/A <br />12` <br />N/A <br />4« {iqp) <br />T2` .. <br />B" <br />t2" <br />9.. " <br />✓ 2 <br />7 " <br />2 <br />1t" <br />12" <br />1 t <br />4" (BOTTOM) <br />XUiOb At OLD <br />P.J.•en VISION PRESSURE AATK <br />SSW as E7IIA k ,EPAORY ' S � N TYP£ P4A daBGM,tAtttit6 on Naga. <br />'Aw"m sw*m SpAONOE AND BRAINLINSIME AWmON no <br />2b1lRETR EQ. 1£s4 THAN ROCdaf2Room momSPACING <br />'"WStQ stKattt 4R SCtQ$f&£' BA FaLOlutc rADlorc;, tm <br />..nS OPOLU0 to aE8IQUD ' OBTAINED ibM. FACTOR. STtAM 011A1s,wm 40BEO FiWEACH AIIH0R LIPS AT <br />ANCHOR tY7E. <br />. <br />?J4"A• <br />i/A?i <br />tA1Ca1 <br />tAWhYI <br />M,. A MOR SRAQ A 04a <br />3 <br />3 <br />3 <br />9 *A <br />WOW Omwo fit} <br />O*W t aadt 1M1, <br />3 <br />A <br />x <br />3 <br />3 <br />3 A/$ <br />3-;fA <br />4 <br />A4BW, La mammagFAlagk <br />46 _. <br />Y <br />IdXt <br />- <br />1A14 <br />.Nf <br />AAMWS ONO UP <br />a <br />AIpIAI/EO. kSBE -- <br />N/ <br />m.fu" <br />AMr <br />j� 1WL <br />IRfSLR'lQI�', YIJEW hETAN A <br />:ROUCEO CI'NENER a ENDS Of PAOWS <br />a, ENO UP W/ HEMMED EDGE.. <br />(rLt.S) <br />iwt" TaD° <br />1-A47" t.925 <br />, <br />7 33*� <br />Is�i I wLL01 M <br />3ta5-Ni54`ALUM. ALLhY <br />$ SLEEVE 2 1 /8a <br />ma Lum <br />a•--.!; <br />B` 1 t23" <br />Tt»n. L m } <br />�$ �' HEAOEFT 1....__._.-r MIN, To s' Mu.. <br />-i.arr• I ICE."' <br />25 <br />Dw <br />i ' T• <br />�a <br />asa <br />aLsa <br />SEE .,.. <br />2ADO <br />sEDngNs...-.- <br />1 Uui�-nua F" a Ull D=W "FP rxfili^#E t a WAS=p MONUT <br />TRACE: AN CZAMAIC 3 ALLOY) <br />i <br />REOURE9 MQA EA51'ArA7E'liEtWEssla RJittlM,'.4F L k PAIC t (, <br />ANQ 10 - BG 1/9' <br />Yaw <br />pulff <br />f')' *MUMNA". DIBYANt�9E,WFEE1 BOTTOM OF PAWAm (D TO BE: 3/i8` <br />1 <br />a 12 U"t` P.C. <br />to' SAY we.RLIWASEn) <br />BBB" <br />57. fAir -- 1 <br />.DB{• t,3O0'...1 tar <br />a a ■ <br />N HEADER �3 E" TRACK <br />a" 4YRN STUB <br />oaALAn2At <br />-1' OR ONO <br />.trs" <br />�B rAff. I <br />Air <br />>'Sit: SHM 6 FOR ADM10INK <br />Sit <br />-,.-.145' <br />ONLY Witco FOR 0MUC ATICK INTO <br />€ '•) <br />'. <br />WOOD STROOMARLR, <br />} <br />R .utr-•. <br />�. <br />2.. <br />R: nm+', <br />t <br />Tio' tttP♦7 <br />E <br />d mm, <br />0 <br />1 1I mno <br />PAWEL <br />sX+L FOR E-2 G STaRAr L'L <br />ONLY [LAN <br />,. <br />SYSTEM) $D63 T$ ✓Jd1M, lSL4kX <br />2imm INC. <br />V PAW <br />OW0A1. ANIZEO St€d. STORM P <br />Mr, ctii � rGLOBA, <br />PRDTE P mu CTSA <br />1L <br />20-175 <br />NSIALLATION DETAILS FOR REGULAR PANEL [1) <br />INTO POURED CONCRETE Q, CIS ON ET BLOOIf 51411CTUR€S <br />ANCHORS ""IQNCONCRETE AICHOPIS . <br />�WSHEETSS <br />EptR£ Ot3"--6 music AG PDI W 1'�NCm 9 THROUGH to) OR OONCRmBLOCK 0`Cft � <br />SHFEYS B THiWtR.Ff 14 0R CONCRETE BLOCK I � Rmt <br />REQUIRED. LEG. <br />- TET$OVTE.: <br />. CONCRETE ;« <br />�COriOYE1. EREpUN#E'6" , <br />�" �Y �x4 �/j�r', �• �: <br />r�/f <br />i',rOt ttKNW NkI�b <br />.+' {+ f ;,%• , 1J4` f 'lam ! 7" ej" -vaw x, ScaOr.ON t/i tom/%- <br />r r.-YO.r s6, ws wT <br />W i <br />. <br />CONCRETE ANCHORS - - - <br />i SG arE <br />- t : 8 (SEA NEDte,E <br />Tfr1N <br />• -SHEETS 9 .14 ) <br />e L.• T as: f t 1 MOT: <br />A•ac. <br />i' PANEL ICIA <br />s (st£: <br />rA.ASS` i ... <br />3 artSHM <br />t � t � i <br />1 -2DW % �' T FOR SPAC R <br />E <br />i t % d <br />v"'....-irc TO GdASa .,. X SCN ET <br />�.._,....._.....__._ I;,.._, - '. SHETS <br />SCHEDULE ON 1 AS/.t4 t/t4-•7iarr' <br />"L MeA- t A o�w <br />..�. ..---».�..e <br />... _ OE tar A46 1" Mm,, 1===--, "= -- Af <br />PANE. I.D. 5 LENM PANE <br />(SEE SCHEDULE T--" _ `-".._ ,) learn QIOr r"67 L. t: I f 1 <br />v '""j "".,,,, _ j ON ?t) FIRISn 1:......... ,.. {SEE SCNEatKF. <br />,......a._....,....... <br />A SEPAAaN` . , ON <br />i D1A5S. l: <br />^ry xKu f i ➢ 1. <br />i(SEE <br />3 ON SHF€i 3) j 9F 1 OF 1` I I <br />dr <br />it } <br />E, _ _ _fir 1 <br />3 e t t/z` ae <br />r MAX <br />I, <br />:CDNd1ETE ANCH CONCRETE ANON <br />ESOSTBM. PO' (SET SCHEONLE.:04•^ { SDh2DVlE DN--.--...-...,...,_.__.....,_,; <br />DorrcAE€E OF WALL« OR 'SU19. SHEETS B T11RW0N t0)'' """. BNEETS'R THRtlUON ...,: g 2.tya°;'LOIRi MAX <br />VALI <br />1/4- C. <br />REaUIRE4. T. Ca1DrT10N) b L ADS AND AMEI. Fat <br />PANEL <br />IaHE <br />URFQ QKNf fE j ALL 0NS <br />HP E1ritAAG.P0U1dD COrkRETE ; I.FLM:lF6 PER SHEET 3; <br />P T61 <br />CONCRIETIE OR VIRED,CONCRETE &.00at <br />: IN,EO�N ? � REQ1AREa: I, WY, LONG ALL1At�r, SPACE7ffi- <br />•-.--. <br />SHEE(S 9 THROUGH 10) t.: , - 12 t12"`.,4C. {SEE ON'. <br />SHEETS S AL 104 <br />A � ��� <br />y t <br />8EEe1LING. ANID .NG ABAiu— . <br />S[�.E-]./a•.t' SEOuE 3(8-1" 5C4LE �/$"1' <br />_ MppINHNAN - <br />A R Fit <br />ti <br />GEM <br />• r� FLORIDA NWLDiNG CODE Non Velocity NuAZonB <br />it cum em TX <br />_ 4416% s :r <br />0.- <br />24 GAGE Y STEEL ST P OAL RIVALED ORM PANEL - #ice LW: <br />aYtr :*- - <br />A r S .,ten. <br />Ira O <br />N FOR txaL3 N . N O ra("31 NS , E�, a1=' <br />. ,. r ANCE � , STATE i7 q. I:.D S E DISH' c GLOBAL PR4TECTRN# FMtOO�JCfS il,C. <br />-SEE SCHEDULE ON •� •, At• , . AMq SAn r SfAR1 <br />( -roP A BE}TroEa MouNT4lcs CAN a€ D,c LOR10T`.. « A]iX,4 <br />, tMln6ilAM1 OAVIC.R. 20-175 <br />SHEETS. 9 & 10): COMBINED IN ANY WAY TO SUIT ANt 4f. j•'' -•.. 6 Ws t.Vt41A0. <br />� <br />...• - <br />••»• M,+.ra79 N+-1aF: A:01N p,-trrt 1Ra<AE-{t6iJBW-%kC 1•AIL NBAJ!�A"ahTT <br />IwSTAILAnoN, /Q�F """1®•••••, <br />Al a Www NarNaa4 <br />_ AhRIltflPl._4AAaOdBittk. PR.. s . YAAYR'-14 Or IB'. <br />INSTALLATION DUALS FOR SERIES ZQOO A 1090 E—Z HANG MRM PANELM <br />INTO FA311NG )MQ0 ? SIRUCURES <br />114%x.If s a'. r,1, Wd ... -z-.' <br />t D ' R Rawvvv LAG BWT4 FAAAMED t/#t LAD 3cs b a` oe W/1,2RRMPDIE1RAn8N <br />_' - •,. <br />FLAT OR ON £Dm1 rtlY71 : 7RVgq <br />10 D14ni0WOODHFJOraWOOD W-40L Atl` <br />Oa,tL. SArs, <br />"r a <br />FA. E710 � <br />' t <br />fAMp, 7 <br />AF;t;o+,t, A11A41 3 8 f3%"VNtG <br />e. NG S O.O. <br />EA ENa OF' <br />$ s ....,. . - <br />a <br />csrA. "1 4A e x UtG.. - W /A,n- 0 O . sC1EWs a B its. + <br />t <br />'MAk TNR£ADEO -.- 4 DA. t3C DF <br />j J2` P€NEaaRA11W / <br />cm DEMO 1 a #rEAFt IF:S. W/ f -. Isi 10 F.%67aIQ +roa0 f6�1O£R. <br />DF #1'£N'1 <br />mn,) <br />: QETNC ( 1144 <br />t..,a <br />., .fpu". --A Corn. :.. <br />� rNaP i. <br />i AA1 NDLo, <br />J <br />a'EA 10111014 or EVENT <br />rAm or9 <br />_t1E <br />. fAa <br />. 112. - <br />Ax <br />a <br />NOTE IA BELM, <br />'t. <br />'. WOitt FKtOER AEQUMOD <br />1 tl/16° IW4. A'4-2�3,t4' <br />2OtA <br />r BFJ�M1ATAN ! M�sGREAtrJ <br />TO GLASS- 10 WAG EVERY SWAP i2'.QA 1.. 2 Tfe" MA, T <br />EVERY O+E+OAP SFPWWD N <br />/Ir IRA, SaWf G <br />;'BfPARf.1IDtA 4wa A4t ' NNA� N <br />�. m 1XASi EVERT DuEw1P EVERY ovEmFP <br />a , <br />fill <br />r <br />Ar <br />1 ,A <br />� ffi r <br />gg <br />;� Et <br />:. JQ fxTt <br />r' yT pp t� <br />F V <br />u <br />•::.: O.C. :.IL-1 <br />r' <br />s ( J <br />P <br />n <br />M <br />.c"j €{ + +PAh'£1MtAfEMiE t'EMxAd/£' SKr . , .. <br />r... t 4 •tOTE eF <br />IA Bbaw) rPiDamwiome 12 TIr ac • € _ „j T 2 e] 4'»RT.S�B.t G*. <br />gy", <br />TepEpy,tAFORT Tb tiN4 EDGE 1 ,LNOt£... BELOW)VI <br />A NUT'1R`O.C,��W ' Gott`IRn..��y µyH* pa� i ' l 1 itt%2`i rt. �REAkYRA ':.. 'Ole? rPEtEm% <br />bR iX E laMtEWfSttir��..Jlt.�ii i j tNn, t5s4" 70 0 a a4EA Ri-OF P1ATE <br />SCALE ff4.,•i• ' F PUT rr 0 <br />TER E 1 `Ii! i <br />^ " Id ailma <br />Mfrsus. maw=asuWaam ALTERNATIVE E4 V#w <br />T. WSfN1Al+gIS ARE RV.Y VAiAD TiNI BtMtfI11tO5 !A9T11 ASO, LOADS AAHtNrtHlrrAT SCALE <br />UP 14 +1MtV. ••M:3 W1 A� PANEL'S LERNfl# UP' TO 'S-to. § _ , . <br />2 "aR NEw WODO t 7n m SOUTHER'N 8 ���,.• �1Jj ^ WALE 4/4!- 1' <br />PNE Pro. 2, wJ DEEaia ass aW <br />tr FLORIDA BUILDING CODE_(Wo VelocityNuMccno 2Ana <br />Nmr _. <br />Na, t QL1T 0 0 GAME 04 AWIZED STEEL STORY! PANEL 3fE N,Rt. RERIABIflaS lTkt : 9w '( AT 1rsP AS it•.+ ; it B _ _ QRAN Mr: <br />icRO OR 2aA w iN1 AT R RSN, .Am QN <br />�. 5TA F SW�U. FIRMOMN PRf�i M, I= Bt/AA/aow <br />.L ECaENe. <br />trn eaMN>,b,tw nF �i i171YE 1'6fA k 1Y8t Cta•,T• F1(7 SAGA A,tr, a+ A1NEri <br />}� t `;iCAAfIR t W M LrS ,: ' f'! « ANY tVRK. FL 3331A <br />topk B6TroM FW W*M OAN at COMPIRM O! At�c r " -.--•tctu{ iS/0'�i'�" „4t Ka YfA : a. a +wYrc.�pE R Ara t+wNc ios.�lte-Tsa fft OW)"p-w" 20-178 <br />,t, A . w, , WIAI •fit-tA1 <br />WAT Tt",ART ANt> rrM+tOIDN. EWir ,f4` ANtNM A t+ tit® sus awtrr cow",16 <br />ND'O x: SNUTY „MDKS .; IT, Fi' OtAiCrIY Pd sr+'U MI.•/Az aE WlLraw:,y Pl _. _- MKT "A a a, <br />.. <br />atci aruuE2L Atc aLa tNEOU F a_aR crngu 3/4 T/4, 3/4, 4/5, 5 5 & 6/5 <br />ZM I lli U bF i #LDS maANCHORSita t W/6, 2W/B, 3W/77 & 4W/7 <br />MULE 1NSTi�!TiOii = EaREl1 t�l�l#IIE: GRham mm k lO1} W 1. �w - - 5raels t4 SCHEDULE: �-- � K! <br />Saw "Wrinn imamm tun 'AT tam <br />AlTDP OR amm AM ON imcm QD W la rk 5% VA ° r a <br />W1TlA. men � � MREICT iAWLNTEO AY�ars,. ENOb t),M.,Q. O'. d . p--r'l!`1-r r'�--t-r-r-i--r-r-1-'�-� ?o';- fi'-r-'�'-1.--r-r--i -r-' -r'f <br />� d 1 <br />/ JOEM <br />a 1 <br />."•w• 8 <br />_WLTED PANELS W/ 1140 -2O11'- <br />iRtB01'iWQNJidS t¢¢.. <br />(SEE SECtiDNs As ,/YYXYYX"''''/'''••• `- sa Ms. -Ba.T SE/(e. EA. $AERtAP <br />5Ecat�as AS <br />(s>WE <br />AIPPUC#BTE� r j ` } <br />304 y <br />a1 i <br />°f@ <br />'• ARM.- 2 4 1/4, 3/4, 4/s, 5 S&$/s, T t <br />W/o 2�I/B 31MI/ tE 4Wj <br />_ (SEE 5A2iEAA1LE ON SH:.FTS _: ♦k }•- <br />I OULAg, 90M PANEL >41) ELEVATION I GAP <br />N,T.S <br />WOW RAW +AHIFI) <br />d <br />1/# -,- <br />' SECT &-A <br />Nt$. <br />tWn¢9 <br />D(t) L#: tAAIOMIAA WRITABLE PANES. MOM MR A CIVIN POSITIVE ASS WON LOAD. <br />L-. MYt- ALLOOMBLE PAM UI WWr FOR A OWN NEBA,NE ASA OEM UYD. <br />(1) DARE TO YAx mmm PANEL Limit <br />OMW A PAHnIVE .ASA: DOW U1AA� UCFZ'NE'rE IMIOMLW PANEL ENOM lr' IBM 9DIE:DIA.L <br />[LIVEN A owl" 'A", 0Ea14N L44 w0 we ru1NIA& PANEL LEwm •1.- r'Rau SCHEDULE <br />F'NAAL tMIlI1QdARA !}LLQ1aHi:E PNAaL. imm is E9U,U. TO TIa W"M OflETBAm PANEL LENm <br />t 14` AND lu'. <br />{A) SEE WHEOIaE {RI,OW MR MN. PM[iE UNOD, FDA •PORDSRY WAIVIOXTNNt. <br />t Twanow INTO v000 AFC umam TO s iw PAIL, ALa Asa, msm Pmaft M-04 <br />El .. 0, 10 At,,') FAR MMr, ABA. ?.'.[rMGS R VAX, PANEL Lfl'IfeRN$ FNt <br />SPARER 4 UBEO1 <br />NMeticum Zo <br />n YHltw s FLORIDA B(11LAING BiM7E No <br />St •. <br />O <br />a M,t�. AIC fN <br />Y4 9ALYANIZEO'STEEL M PANEL s • � GAGE STigt <br />1 � <br />7 DAtNt # " 9n <br />�E,/B M/1f6A6 <br />CAT {}F �I<A �it\A1tirKe. PRDi�CfiifN F1 I UMSA U.C. <br />:�"'»• f?iilUa ,: •f r, ; <br />y,A�,r'• ti / uAR�.r,1,x mr 2O-t75 <br />yy �/ •.......• •�� � � A..aa"9�£tw�:w,a4Q Wf-i1m ENOM6 c9S+�w 7bi6, EAc �+7AI6-676t. <br />..Nye htA 7GV,le.r ANLnTI PLC;. sta ," r aRWRq Ne: <br />« t N+Ar 34 to <br />NOTES <br />ummis In MAX7h1UA( PANEL LENGTH <br />fAA7tAM%M RSA, faOrildEtE k WOW <br />1#i�IRE RAitA6 R6TAlLttlTlaS t <br />a <br />cart 1T ra• TD'-s' <br />#Ra TO-f" 9-�"' <br />a �T` r-r• AR a` <br />a• -a' r-ai° <br />rso ra' a•-ra' <br />ea4 r-s' a=r ' <br />ma r-D' a' -a' <br />saa a atl, a• <br />FOLD aes' a=Tf' <br />rtALO. S=r' : <br />rasa 3`-6" <br />FACTOR <br />MINIMUM <br />AS PER <br />bIAXIMU(t1 PANEL LENGTH <br />PLC" DR "L-" f.) D <br />MAtAIUM AS.O. OtX3E « WQyQD.:. <br />PRF RATNq R,6#7tdA:T1ON5 1 <br />Zaa. f2'-fa t1°+rr' <br />�.... TT•-T` ra-r` <br />.ua fa'- a a-s` T <br />4G-0 9'-6' P'-2` <br />#sa a'-1 a-rt` <br />a1r.0 a�-r• a=:- <br />sEs4 a' -a'` ra' <br />tR0 r - <br />a'-o" <br />FARO' r..�" a,-tr• <br />'tea <br />MRa a"9" a-1" <br />itlua a` -a' a=�` <br />1REO 6'�' a'-#' <br />ttaa v-la' <br />HALO 4'-a" <br />MnwRAA SERAfiATpN TO DUB' s0rawx.E <br />,AMQAIH wITR! sum c ,7Q R,alh WAfO SAtED s 17O iP4R+h :. <br />uNw1QtRAarm I1FtiTRA1FAEQ L,NRE AE.S+WAiNETt <br />>337D 8a T tJC r tJY <br />s9O is 1A5. 7 f/2': A aJ2': <br />wc PANEL W4511H <br />OF MAIL <br />m <br />PLALIL 4. <br />WOW ANCHORS <br />DECK <br />1. <br />r' <br />���i�I44,r <br />#E m® <br />POLOCX <br />C <br />OCowpm <br />R <br />CLAM fam <br />SCHEDULE <br />F <br />OOF V <br />N <br />WHENATMl SE <br />bIAXIMU(t1 PANEL LENGTH <br />PLC" DR "L-" f.) D <br />MAtAIUM AS.O. OtX3E « WQyQD.:. <br />PRF RATNq R,6#7tdA:T1ON5 1 <br />Zaa. f2'-fa t1°+rr' <br />�.... TT•-T` ra-r` <br />.ua fa'- a a-s` T <br />4G-0 9'-6' P'-2` <br />#sa a'-1 a-rt` <br />a1r.0 a�-r• a=:- <br />sEs4 a' -a'` ra' <br />tR0 r - <br />a'-o" <br />FARO' r..�" a,-tr• <br />'tea <br />MRa a"9" a-1" <br />itlua a` -a' a=�` <br />1REO 6'�' a'-#' <br />ttaa v-la' <br />HALO 4'-a" <br />MnwRAA SERAfiATpN TO DUB' s0rawx.E <br />,AMQAIH wITR! sum c ,7Q R,alh WAfO SAtED s 17O iP4R+h :. <br />uNw1QtRAarm I1FtiTRA1FAEQ L,NRE AE.S+WAiNETt <br />>337D 8a T tJC r tJY <br />s9O is 1A5. 7 f/2': A aJ2': <br />wc PANEL W4511H <br />OF MAIL <br />m <br />PLALIL 4. <br />WOW ANCHORS <br />DECK <br />1. <br />r' <br />���i�I44,r <br />#E m® <br />POLOCX <br />C <br />OCowpm <br />R <br />CLAM fam <br />SCHEDULE <br />F <br />OOF V <br />N <br />WHENATMl SE <br />MnwRAA SERAfiATpN TO DUB' s0rawx.E <br />,AMQAIH wITR! sum c ,7Q R,alh WAfO SAtED s 17O iP4R+h :. <br />uNw1QtRAarm I1FtiTRA1FAEQ L,NRE AE.S+WAiNETt <br />>337D 8a T tJC r tJY <br />s9O is 1A5. 7 f/2': A aJ2': <br />wc PANEL W4511H <br />OF MAIL <br />m <br />PLALIL 4. <br />WOW ANCHORS <br />DECK <br />1. <br />r' <br />���i�I44,r <br />#E m® <br />POLOCX <br />C <br />OCowpm <br />R <br />CLAM fam <br />SCHEDULE <br />F <br />OOF V <br />N <br />WHENATMl SE <br />1. <br />r' <br />���i�I44,r <br />#E m® <br />POLOCX <br />C <br />OCowpm <br />R <br />CLAM fam <br />SCHEDULE <br />F <br />OOF V <br />N <br />WHENATMl SE <br />P 1 <br />iNTO )NOOO STRUCTURES _ <br />� <br />. <br />1�+1: a 3 � r , i SEPARATION <br />„OW ANcreRs p �� 7Yf aLA", <br />%KDL f ON ..� ,«, ,. �'...,.`tsEe SGRDULE j'. ,N'A-76tt- h. <br />'SHEET 11). s•'`''''^�,.. ON SHEET .�. }W <br />r <br />{ f PM9L LLNCTH <br />REOUIRi'A / DN 1. T... i ? <br />f (S EO'JLF # _r`` ..': 3 ...:/r_-. p SHEET <br />,;; . J. f S 1 SriEET,r1?.. SPACER <br />x <br />-SPACES, <br />^• k � , • _ - 'WOOD. HFl,D : ` .. � E W�.. ; <br />:........ { <br />AREou LED � S <br />r <br />B1. 2 5,.... r; t EaED <br />a� ' <br />I <br />1 YA)L Lao ALUMINUM INUM SPACERS a 12. 1/2" <br />7 TADtE ti <br />7 <br />� <br />t •£ j ) i S. t. S7OC, (SEE 9N; T1.) <br />Miti.. ^ h. � { SEE N01" BELOW.TDR LRA1TArA7Ns FOR, <br />W AAA R` F 2" MA7t j 1.*' MA%; t : t r/R" LOW 111,25m, <br />(,.� TD.L"LA55, t' PANEL LENOIR y I PANEL. LEN III � 1 ( . <br />i (SEE SCHEDULE. I (SEE SCHEDULE 1 1 (SEE SCNEatAr _` <br />i �'£.I W,TE. Fr7:A1.CID OR PANEL. t�A17E <br />FMA ....3 f SLEET .) t LMA SHEET 3 - #IEEE - -,. �._ _. <br />.;� � P1SA5 (SEE Sp�tAE tM1. SIaiT it) <br />1 -1 <br />=,• <br />L. ..e _... - _....1..,- fle,YrS E t ry <br />' <br />n <br />ADtmlr O4tIB X•ei E TD GLASS, !t 2•E#` ?tOtl� .`.""'.".i. <br />-..i. ,.:....w,�:,.....:,:.. : """'t t FkAi'E i2pDlt1RED <br />MASS I t <br />i ON . <br />1 DN ;BEET 3) tWECT JJQUff W/ SPACER <br />E 1' <br />SCALE 3/0-1' <br />. ,....•::, ,a •,`... e -i2 % 2`, D.C. = 5E TABIL 3.'OPt 5rTE£1'� 1T.: fSR1 AA0.k. PANEL 3.£cIGT'H5 A <br />/ <br />OF v DE'SIaAI LO§11S FaA HITS RASTALLATWN. <br />MAIL <br />-..,e,3 ,E• a. 12 1/2 D,t , <br />.._,.'wm _.. <br />9ThC4FRED <br />ON..- ._� <br />i t ON` ID St Na at t tfY' LONG P. <br />(I)pFJ>IBiggll S t� mA WIE S1DRYBtIADAtP3 1WlN-t5'-p' <br />t - t. 4 .. +_ - Am MEAN- r4w i%dn C A RePM ANY <br />i 2" E ILA 1yaaD <br />- 1-, } i f t> ' DNp <br />j(.€ �' �� <br />P,AI'E-REOfA ,•:. .: 1lMIO rNJ(Ats-tYlMmRILYPON pQf:ti) <br />STAOGEME4 W/ S1UD i tNi. m Q iMwnLlcQ j '( ,2^� <br />I i._. • ''. ;, arl 1 AB1Y 6E AS '� ii "•.`"" 'PLATE t#NZEu tR3 eNONaa OiQrg6 laBw mwW€Efn.p, 1uR£ "SALE AT OR <br />Aa vrk �AAE PANG.. IMTE PUaj :JY1ML EE' AT.9 1/4" IXC <br />Vi^-^�°^ <br />T 11) <br />= � RCO FARM 12 Vr4A, ALLOND. ON <br />_ <br />t� (U <br />7tI ffrt <br />u^",E' , +£(t,.P-r•T" W) MNL Rt OWE PAIR t£MRnt 6 WRIEa m eR' R ANfl QiEllplO <br />(9R4 a A ResW rRo,,t tN�ER PNR swans A1.WIS0 ON <br />Ayi� I T)r1 <br />W} 31DRIt PAND, L19ATH IS l allttt:�t 9drLDUTA SNE£Pi17. <br />11! <br />W) Eiji PNiS #.riWY S(dli 'u/8 %` (4) t r " Ld/0 DER ODINON9/tM 9NNI IS AS DM <br />AN W4N1a PnOIE WML> a NBTwAllart a 1 ItS` LONG SF m OA DM ONLY <br />VAIO ftfW MSr-TRIO L 1 XC 3 AS OOM" BY 10M <br />f.CA+fE 3/9a1' - (4) AdU17ARlDlr 1R,ta AIRY FLIT KM6 Ef -AWL M 2610 (7tlr £Dnlpi) a-1ii£r10NOA <br />�. <br />710R,DA 8UBD1N6 N High Ya1oD uTT( on - CODE on N Gbna Zone) <br />. IwsrAUAnoN ONLY v o FOR MAx, A.S-D. A 1 AU WpEO MWDD, NA. Fr T!!1 CFMI C• N'� <br />N FOR C N L1F bN . <br />ND, 44 � 0 1 Si 34 0A6E &LLY STEEL a GALVANIZED STORM PANEL <br />DESIGN U .B.r APiO PANEL. LFN D,Kwr'tA <br />ESI PRESS RE RATING GTi(5 <br />(P } a fr <br />P LES MEET '� (EXCEPT OR ,k a WWy P4rr..Blm <br />T MOUNTINGS CAN AS SCHEDU ON SH 1( EPT F OP $I: BOTTOM OU � PER BO � , <br />M # �,t4+ w <br />CDMSINED ,N ANY WAY TO SUIT ANY - ALTERNATE',2W") s`:.0% ITA1 'i) i ii ' itibe, GLQNAI:.. PROTECt1ON PRODUCTS" LLC.. <br />1t <br />INSTALLATION. Lr�, 'C#fiiil4 - -. t ^ :+RaO s,W: s+ srPE£t <br />Z, FOR NEYf WOOD FRAME CONS7RULfiON: WOOD 1!r T� AAt Arts[ r nA A TIP& rL a33sA 20•-175 <br />•••••.� <br />MEMBERS TO BE S0lfl:IERN PINE Na 2, w/ SPECIFIC S/ /la,", OAR m-u4.i♦.,'tn-+en PNOPE:Dw••YB/0, FRIG (564-BiA7 <br />DENS(I Y', OF O:$S OR EOUAL. itnM�pL Ra � r a nANa N. <br />WNtDt A � 't6[; MBLT; B as TB - <br />e.Fe,y « , 1rANa etinWA: R'9e {(•) Ty}. �G �{'7Q -tYF1 : Q :. n+—.a yy� jr <br />1, STORM PANEL,S1R11W, ON THIS�PROg1AC1' kN%LW,TiON DOCUMENT VERIFIED MR e <br />RCOMPUME RY"AR-. - , j#"M TAMr ANCHORS,ORS. AS MAAIFAa1URF7!: Or,fiVr 9UU:E. tC <br />E}TTHEmq(QENT1DOX&TEPIOWB1)NCODE DrwsL9L,LINOT BE INSTALLED A7tClac: <br />- $14-14 PAttEIMAT£ FEMALE iDAND PANELMA'I>= PLUS ANCNgR5r A4 MANUFACTUREORY 11C+D DOtLSfRUCTS,N PRODUCTS. <br />VELOCITY F,URRlGUtE 20tfs. (AtMAIt-DARE / WtDWARO CWNTIEs).. - t/#: LAD `�rFE1YS PER N.OS. <br />N AS PER ISO OF FOR A BASIC WIND Df?OC WIND LOAM SKILL 8E �TERIartEO BECKON THE ABOVE MErmONEO CODE. - - 7 ,9`i : 5 r WaOD BUSMIH& AS aEiTR18UtEO BY ALL POW SCREW, Bd.T 6 SPECIAL1Y CO. <br />A F <br />/, J <br />WILLi BE fR7 <br />SPFMO A5 AEDI%�D 9Y THE �rSQICigN WHERE STORM PANEL YNSTMIED. ArFOR OB$C17ONp[1n( <br />KLt:a a.s, WINDASCE 7 E7tC£EL1 iS AND SHALL NO THE MAXIMUM (AS) A. DESIGN PRESSURE l;AnNCS INDICATED ON SHEETS. , t.4)MINIMUMMNUM niR&19E0 PINE}RATIDN . INTO WOW LW r APCON ANCrKtRs LL 8E a , :SHA2 AND ? ' FOR ELCO P JwELANTE PLUS <br />FEMALE <br />a &: 18. 'Ra. 7; 9 "1radf 2 T7, AND PANELLW.FEMALE <br />7-a IN ERIRY ABOW ULTIMATE DESIGN WIND LOAM DETERAtINEO SGE $ SHALL It FEW6R4ER t0 MTHE t?XE CONDITION, PER A <br />0 : REDUCED X: AS.. QEs1OH PRFSSVRE RAYING frf MULnRI.YItIC WA 8Y 0.61N ORD <br />ER M COMPARE THESE W WtA.) } S,D, C2 MINIMUM TH R® TAQPENETRATION Of 41C.SCREW. WO THE WOOD FRtM1E UNIT SING, BE a % J1 N0 trMo£ADm- D <br />D(SiGN PR%SfiURE RA:iMCS INDIOATFA Oft SHEETS 31 i TNRU i2 at ti, 10, PENETRATION tAFO sruDoD SVUtt. -9E CaRs11MRm AS PART OF THE REWIRED TNRilailt PFNE?RATwN: <br />IN ORDER TO Yf59F1' TµR ANCifOR$ ON THIS P,F.D. AS TESTED MTERE NOT OVER STRESSED, A 331t INCREASE IN AtLOW1181{, <br />F IM11M EDGE DISTANCE OF iAc SCBE AS IND,LNTR%t11. IS WANINGNr' THEIR ArNLY'0,.6, F NI DISTANSOMAS.S. LIVER w000 StUTA. ED STRESS FOR 1WN0 LdA05 WAS USED ASTENERS SPACING tb WOOD HAS BEEN DETERtARAED S} MiN <br />1� <br />ACCORDANCE WITH N.D.S. 20f$: UB C.#' NBWMUM PETR1iiATrOM DF:.. NPNO.SHALL 5 ', t 4' U.-2 D SCRIM 5HMt $E t 1/ 2` ICNO <br />: ::!9 a.2 OF W4g0BELOW".t10RM PANEL'S ADEQUACY FOR IMPACT AND YItND RESISTANCE ,AAS BEVY VERIFIED, 14 AC aDRTLANCE:VaRA 5 E4TWN ,30) /"a ,/ <br />50 AS AmD La SnD #StlST ANO.7 Mi WITH W, <br />T. , AND 7 .9O2-SHW NNA11M FOR YNtLLS h'0 ST11C. <br />THEABOVEOVE WrCODEPER AUAF26CAN TEST tA8 0UTH fiOMaA A D9 S r1ENT EQ COBr#ili12 <br />PER ES,'0 t2-Bit; 8f ASTM E J,iT�-D2 STANQARD9, AND AMERR:AN TESraNC tA8 SOUTH MRR%A. A`EPpRi ;r112:1.D1-T0 <br />Ar%d'. <br />TAS-Zba AND Ttvt,-•243 PRQTOCQt4, AND AS M CALCULATIONSr+WOtOAED 1N M;CORDANCE WfECTI <br />'SON 1504 OF THE CS) IN CASE THAT PRECAST STONE. cqS PRECA5X CAME P ANFI S. SNOB OR WOOD BUM BE t'OU'tD ONTKEAASIINC <br />FLORIDA BUItON1C CODE WACL, ANCt10R5 S1fNt i#. LONG ENOUGH TO REACH. TIfE A1AMf 31RIIf:TURE 6EtiRiD SUCH PAtAEt.S. <br />ANCHORAGE S1Nt1 BE AS MENRDNEII IN C4)r C2) «C.4) <br />2. ALL ALUMINUM i'DO'RITSWRS t4 W SOaA-t$ A11DY AND TEMPER, (UNLESS, OnAElY1A5E. N01E6), SEE S,AELT 2 (p) ANCHORS SHAD. BE RA5TALLED :F'DLLDW,rXt". ALL. OF 14 REDO :. AND SPECIFICATIONS OF THE ANONQR`S -MANUFACTURER: <br />3. ALL ALUMINUM' SrfF#T METAL USED Al CLOSURES SHALL )AAYE 3105-H94:ALLDT, $. PAT#15^ MAY A1S0 BE INSTALLED HS7i10ONiPLLY FQtiOY12AG INSTALLATION DETAILS SHOWN AN BECKON.. 4 Tr,LtqucN 8 (SHEETS 4 <br />♦. ALL STEEL SHEET IALTAL PANELS s}INJ. HAVE -STRUCTURAL QUALITY STEEL. ASTM tt-631 GRACE fb MINIMUM, ! &t GALVANIZED TNROUDN 5) F]fCEP7 THAT I,EApEi+SO ISOS'NN.L NOT BE USED, <br />STEEL DESiRAAiH8k1 W/Prm 92.2 to (AF1Rt ROtEO). 9. It SrUU. W THE � Oi FaCONTRACTOR TO VEAI,Y THE SOUNDNESS # THE SIRUCPJRE WHERE 1NAlrfiE%F.W 7D BE <br />5. ALL' . SCREWS TO ;$E S:'AIMLI� siEE1. 304. Olt Si0 AfSf SERIES D£1 CORROSION IOSSLSTANT COATED. CARBOrt St€i AS PrIT 3NN. ATTAGHFA ifr'RISURE #�ROPE)E ANGNWt4OE. TMRB SHUFt'€ti SHAH: ONLY BE ATTACHED TO CONCRETE MOM OR WOOD f'RAW <br />SODTa W/ 50 rW: 7aELIt` SIROAGTN ANO ld.: x4I TiNSdLE STRENftnA AND SwAL CEx9§.Y W/ rT,ifl7DA aLALDIHO Cam SECfRHk BWW, <br />241,14.4, to EM•tT REGULAAt STaaA PANEL WttH LEKOIH5 OVER 90"; AS PER SECTIONS }: & 4, 9, S ANQ ALTETaIA'11K5 lw, SW $ 4W ON <br />Aga TO <br />B BOLTS TO � ASTY A-307 GALYAWZEO 5TIi7,,. t%t AM 304 SERIES STAINLESS StEE1.. wmt 38 155i MINIMUM YIELD SYRE1tGt1S. �� A. S, a d 7 1EESPEC[IVELYi :S,rALL HAVE E !€� REA014Y YI518LE MAnKRY, NASTRtACTItta ChT1ER OR TEEV,fET <br />SECURE PANELS lYfITt APPCICARE R9NkvRCEYENF t47i10O5 � tlURRICAlvE "MRNBtG. <br />7. ANCHORS TO SI+AII BE AS FOLLOWS: WAIL 11. 1t1E DVStAtIAif01A CONTRACTOR IS TO SflN./CAUIfi SHUTTER'ASHUTTE04 RI,ER 47EFpT EDGES VA#LYA REMAIN TAT 'CONTINUOU <br />S M'ACT WITH <br />THE 1'0 PRk"JEtAT W1oD : LN°ITtUS,Ot%. <br />»O fRA1Y <br />RA rLALL RA HITS lus wn RG <br />- t/A } TAPG#1 ANCHORS As MMANUFACTURED $Y LT.w. BUfLDEtG INC. {N4i, 1.4a3192 P^t•17 12, 5tOH1_ tAtAEl. SI`AtU11101A sCOMPLY VANi SPEas DN:ATED IN 0RM' ANG PANY B AHLt1A'%c AND zDNE UfATrowS <br />- 1/4' 0 x 7/0° CALK-LNANCHORS, A5 MANUFACIUREO BY 0E1'I40 WC PROVIDED BY THE JURISDICTION YAIEflf PERMIT IS APPllEO T0. <br />- 1 Y x BY ALL PI3M ELT d WtF1,7ALTY CO. <br />3 SGJO-SET ANC AS DDISTRIBUTEDS 42tEiV. <br />/4 tA` ANCHORS, <br />A 15 Ttr6 P. ENOINW PRfYYIaE 1NWNA#A 3. PRODUCT ENUfiAnON OOCUM1aPREPARED BY THIS EER E#-T'IirQCAnODE$ 716T1 <br />r (A ( 7 PREPARED ( o�3WD PA <br />.I) 7 1 <br />A L E THEF P.E , <br />14-1 P F d TF ED. ByEL CO 'T.Otf5tRlJi:ilaA /TRDaUCTS. <br />tOA SITE SPECIFIC PROJECT. p, wrtER SDE' CONDITIONS DElAA±E ROM TTIE D <br />e a ANELMpTE TENSILE � PANELMA PLUS ANCHORS. AS MANkWACT1IR <br />-, GN AS. T iN C. rAVktC NA, AtA%rEfFAIrvRr,TiOa BY DEWAL /4"9 ANCNORSr » (0) C4NIRACTGR t0 BRESPpNSWLE FOR' Tr�E SLELTAtN, puRDrrASE A142 ,F1S'TALLATiON IrkLUDirtG L+iE„ SAFETY` OF 'EPOS PROOEJCI' <br />A1) MINIMUM £ATBEDYETAT OtAIPCON ANCN.OR,S 410 POURED CONCRETE StU41. 8E 1 3%A". 2" FOR ELC4-TNELWT'E MID BASED ON iH5 P-£.Q, PR04aQFD tliJ$HE Q t10r' 6ETMTE F'NOM THE CONDRIDNS(IETNLEO t,Dt 3Ni5 DOCVMENt`. <br />, 3/4' FOR ZANK IU11J'% ANf3AgW. GQtASTRUCi1Wt SAFT<tY AT SITE 6 7?$ CPNIRpCFWt'S RESPONS184tiT, <br />: A.2) GAGA' -Ili $ S4UD-�.7 #*WNORS. SHALL BE EIABEQDF.T1 rJa^ INTO THE 1xMtrlm CONCRETE. N0 EMREfkAENt INTO. (A7 THIS T+rrba%Ct FyN.UAnaA NTWILL Be OASbFRED RttulO W NQaF,Qf.. <br />SAUCCD'S1Q4G. BE fERTAOTED- /,/4' 0^24 SCREWS 1JS$i3 SHALL 'BE, 1.�{��"�'.., CON" NINRrUM SHWIA yiUCCf# ERISt.. (a7 Srtf. SPECIfK'1 PWWZ!kkYECTS S14WY..;BE PREPARED BY.A FLORIDA RE+R'3TER%tt..;ENOYNEER OR ARCNIii�Cd" WHICH wk,L BECOME THE <br />AND I' MINIMUM FOR WAt,[SIWTFi NO stUCCO, AND WISEtIFAAEO 5CNE1V5'OR ALL Tr>RfWED Il"EWS:W/O HEAD, f.tAGIAEIDT DF" RECORD (r:.D.R.7 FOR THE PROJECT A" WHO W113. 8E RESPONiSIBLE'FOR' THE <br />BUT WR1A WING Hum OF tiSE OFttIE P.E.O, iD1 QF RECORb. ACTING AS A DEtE/M,EO ENfl%NEER TO THE <br />P.E.D. i}atWrlEF1t, SHALL SUBF9T iD THISLATTER THE SITE SPEl3FrC DRAWINGS FOR REVWYe. <br />A3) IN CASE THAT PRECAST. SCONE. PRECAST CONCRETE PANEL5, PAVERS, STUCCO OR WOOD 8WA05 BE FOUND ON THE <br />EXISTING WALL OR FLOOR, NACHORS SAL 9E tON6 r TO REACH SHE AWN STf3JCTURE BEHIND, SUCH PANELS, (e) THIS P-E.D. 91W1 WAR ,HE DATE A0 OAICIrYd. 9fA4 Ar10 SIGNATURE OF THE PROFFSRfrM STO/Ul. <br />ANCF4URAGE BHALL BE AS 14E9IRONED ,N 41) AND QA A2). ENGINEER OF THAT PREPARED ✓T: <br />16. sHUT9;Jt #XNUFACnIRER'S LABEL SHAtd. BE Ett04TE'Q aN A READILY 'V6#$t[ LOCATION At �SXORM. <br />t/4` B tAPCON ANCHORS AS NAIANFAC{1AiEC BY I. T. W- HUAAE%t. INC: PAIIEL SHUTTER IN ACWROANCE' Yaatl SECfgN TTO8,9.2 t1F' FLORIOA f1UILDING 4XRRa ONE LABEL <br />- , /#- e a 7J8` CALK -BA AAtCbIrlORS, AS MNW1rAC1UPEb 8Y OEWAtT• B1C �A�4tSLOPLACED <br />WIC C�QOE.@�Y OPENfHC, CMBiIlNG TQ C,GAPLY -WITH T�tfitiON' t704A,7 qF THE <br />1/4^0 x 3!4' BUD• -SET ANCHORS, AS DISTRIBUTED BY Ad:E POINT 'f 13DLt 3 SPECIALTY CO. <br />- j1A-I0 0M1EllM,T£ FEMALE fp AND PAtEELNAtE PLt15. AfNarDRS,. A5 MANUFACTURED eY ELTfD CaASiHUCT1ON. PR0?N1Jt <br />A 7AW NAB1N ANTxtaRS, A5 rAA1R1FRCTUNED 6Y DEWALT,: RAC '�F• ".,.."".,A,,. <br />Si, 1) ARABAR1Fr e3A8¢DMENT.OF TAPCON .ANCHORS, EtCD PANEtdtA1FS AND ?AALAC NNLIN ANCHOR; M1T0 THE BtoeN UNIT MALL 13E 1 1/4", FLORIDA BUILDING CODE Nan High YRloa ' :$lurricbne 2ena <br />8,2) CALR•IN. 8 SGLO.SET ANCHORS SHAH BE FAIBFADEO 7/e` n4ra THE CONCRETE W.IX7t uND. ND a '1R1D$4 7 +� r W. GAGE C�{-YAINffD 'SLEET StORllt PANEL <br />ORION W.5tUCCD'". 5trtL1 BEPE`�RT#EO, 1/4' 0-•20 SCREWS USED SHAH SE tJ2' LONG MRNMUM SHOULD EXLSTr * � •-,�,� tAWt11rAA.PW.,,. '""""^"'"' - <br />9t #�ECTN:lN Pr((ipUCTst U,G. er � <br />AND F" MINIMUM :tNt..wu1 WITH ND STDCgO: as b' � 1Er' �'� C! sNOLOW e <br />tSyTd7f _. _.. <br />0.3) RA CASE THAT PRECAST STOP, OR P1tEiCAST. CONCRETE PANELS. STi1CG(t OR WOOD Ems: <br />EtOSRNG W" AYCHaRS SMALL ,1E. tONC'ENWOtI Tit REAQ,1 nO: MAIN 3TR11C1„AE 1�TQN0 SIAL`rl - SS%".•••• �(y� ' � t w?A�"`uar�w�a� m �I� "awn- LYatltea-ra}s "ItiAstleet••atf 20-175 <br />: <br />a tetPNt WP wa._ aaAna Arc <br />oNa+tbRaCE SIt,Ul BEAS- MENTIONED RA Ba) AND IN 82).. AytUNAL Mi rE R,VamAauRE�AI£ A�ft�� P1. MtrMltfE ' '� - K,kTT , AT t6 <br />r ' <br />jK$MLLATiON 12EM W FOR !REGULAR PANEL M <br />••-�R�NGCONCRE.TE <br />URED CONCRETE <br />. RE4ittBEO, �/ REOUBIED. <br />CONCRETE M1CrIpRS CONCRETE ANCi1OR5 <br />(SEE SCrYEOUtE UiI—+ (SEE St:HEWL£ ON'� EXL5T1N0 FGURED roc <br />SFRE,S'$TrtRWGN 1D) -:. SrIEETs Y Tt1RD11CH TO) [i' B <br />(p�-V.O.M. BbtiS <br />CONCRETE ANCHORS <br />SWEDULE irIRDUGtr ,D - f —� <br />1 <br />I <br />1 <br />, <br />i I 1 <br />E I <br />�+ s Baas W a tT <br />i ARA � tr F Q' SEPAAhT(ON. 3 <br />�° <br />«�--A Pates LENGTH# ON s <br />I i <br />1 11 <br />(EE SSCHEDULE R 1 <br />. SEtWQaION ' MAx, 1' <br />ToaAss. PANEL r <br />SHEET JLEIkCTH. <br />7 PANEL .. t.ENCTtI <br />'^t i <br />4� <br />CSEE 'aC11ETIliLE (WE 9t3&DiN:E <br />ON SWEET 3) aN s�t' ! aN sHEEIt a) <br />SHEETS / T11tiWkrH t <br />J y ! I 1 <br />, <br />-_,. � ,t 1%,^LaY1... ss.'Mx Nf wa ! _1 (SEE SCLAEOULE ON <br />• I! 7 O4. SHBLTS 9 THROUGH 10) <br />' VOCATION AIRUm `"-`. W/(� -N �Etl 90W <br />L"..i.;t. ARE USED d W/ <br />•-.—COIICREO'rUE� <br />ALTERNATE COtICRE15.,� - WkNrRED CONCRETE . CONCRETE.ANICHO" - ImEwAeEu. <br />M1GIA4R5 CONCRETE 99.Qiwi" REOUfNEO, STAB W/ Sil <br />(SEE 1IDNCpU4E ON tsE£ sCNmuLE ON <br />SHEETS aY._THROUGH ito Siam .B THROtr0i1 10) <br />SCALE 3/6+..T' SX+flE 3/3�1' `BIAIE 3J8�t' <br />1111 <br />H <br />r4 tNr , <br />t <br />1 <br />'AAA' <br />a*`M A <br />PC, <br />FLOW DA BUILDING CODE (NQR h V.IoDI Hu one Zone <br />-. 4A610 Tee.. Fs: <br />44167 24 GAGE GACYA19tE0 STEEL STORM PANEL DRaN sr. <br />tk: <br />• # _ <br />NOTIE FOR T1iliE •ira <br />E.D, P ETMAE iu9TAwCE --- 91F#�4lLLDE� cA•r__._rsnuc. _ BOTTOM IAOIlNRIA(i5 CAN BE STATE �. PROi�CT10N' PRODUCTS, LLO• <br />(SEE SCHEDULE ON EDP & BOTTOMtl1 <br />5HEEiS 9 & ia) CDMSfNED Iw ANY WAY TO BUTT ANtt s .c 10fl1Q.... - /t � �W_�,>w� >m AaAAcnaO+a aa,c N-stTta <br />zo^t 75. <br />INST,u,AnaN.: F; � •....••»(,A•\ Wo_Wt�mwm-wr ntWgr (�rNBS-TBt6, rA1e (£6/)066-anT' <br />`ro Q�M•BOOKX16 a 4 ORMYIG Me: <br />-. ... - ..... to BWtLr A'7R 76. <br />INSTALLA1`ION DEMILS EAR R, GU R PMEL.(1) -INTO. WOOD <br />BEAM lREOUIREM fa f ±`' �i r � ,L 1 UG. <br />ADEQUACY Of 1]F 015111,110 YN00 <br />MTa BE cERTa1ED BY <br />TERE6 :FdN11NELTI OR • + �°. <br />pRCi,ITEDT -PRN1R T SHL,'TTER <br />f f i <br />1 N75TN1AT1Drl, �.. - <br />- ANCHORS 0013$KTE WOOD IAA01199 <br />{ / It SCNEDIaE ON (SEWOW NMF$-- <br />E SCHEDULE j• ._ �,EO•�}. i�g/ipEtS cot !CQ'+lr ck <br />` �' 5tifET Ct) SHEET tI) � �. if2• I f if fi�,�•,ia 'aA 4l NRT <br />C1A55�L.,l WaOO rMACHOR5 = •2x <br />( .4% j W • A ,p' o.e <br />5EF scrlEDutE' <br />% �. <br />i • <br />SCHEWIf 1 <br />SEPARATION To CUSS. + <br />SCF1E66AE ON f <br />i J IENGN %•Bi I E ,.,g..T...^ -'L- 'At FA aA>W` PANEL LENGTH <br />($E€ SCfIF3lUlE IX 3 fANAA aA'JI'r-S"1 .ESA. Sr,EEI" '••.i <br />E ON SIN £PT 3) j. <br />f t SIRE .. <br />4 <br />• pi a 12 1J2^ O.C. f � t '`-. x. .. _ _..._.....,�_.,_ .,_A <br />1/a` <br />1 y <br />I 1 }} V N <br />Wow ANgrgRSWOOD <br />'REAII,� -'1-`may <br />REOUI RED <br />I <br />•:,, 1 SEE T SCHED4tiULE 01A t(r <br />9 <br />sLtlEOWls aPr - 3/y" � ,-1 � j sgi� <br />E f jp <br />>tEII,IkIIw� aL:1 � � '� J�3i-°�►7�'43 �1,� <br />SCALE 3�",' IK11IN SCALE 3/8-1' <br />Hi3TF..�QM9i1,M,'ODN OF S€4"TfO1�C5: � Fi0•441$7 ,x F1ARIDA BUILDING BODE Non h YNx NMrrlgone '2m1a <br />I. INSTALLATION ARE ONLY YA11D FOR MAX A.S.D. � �• - � - - <br />aAaL00. � <br />NGS CAN � OOP MOUNTINGS PRESSURE RA ,e: O IR BOT(Obl ICN ttE1G AN PANEL LENGTHS.. t� 24 9A0E 4ALYANIZED STEEL STORM PANEL DES P <br />S?A aA <br />B TE (1F <br />twwN, <br />OO IN ANY. WAY TO SUIT ANY <br />MBiNEO AS PER SCHEDULES N StIE'Ei� ft O t' a <br />O» . ter <br />rrw <br />INSTALLATION R N WOOD CONSTRUCTION: WOOD huf±MrQ 2. F'D NEW FRAME <br />4- <br />.. t09AL PRO'1ECTFDN PRODU LLC.. <br />�ri IL APA lAB#, <br />Nat W S 'iFED "s 51.i,,: G'tiP �ING MEMBERS TO BE SOUTHERN PINE / PEG <br />DENSITY OF 4.55 OR Et}Ub1-. y'A JdNA4 E 4�A �:31 <br />- - NN tA3U' "'� ,aAa - r ss WSAM N ABr aMtF. rt. 3Pt4 <br />20-175 <br />tar+: IRRq`�aAH 4ii-uR ate. jNSi76BANAAB. r7i NBtIAp-Bta'+ <br />,w LwQWA TILT <br />P.E,.6ov./AARWVRE/moff: wN,m'��°"rinaarr+". .P:e " flRq r, aF,iC <br />s , <br />N <br />N <br />o � <br />a)� o 0 <br />cn c ca z3 �- <br />N U � <br />ii <br />O o ._ <br />La� <br />L�••� r <br />� O LL — <br />�i•�A <br />0 <br />t•F� <br />0 <br />o <br />L <br />Cou <br />c <br />E <br />Z <br />Z <br />w <br />J <br />CD <br />CV <br />d O <br />cm C fa C.Q CLij M„I <br />m TC <br />AC O a- <br />N N t <br />N N O <br />Q N � <br />Cu <br />- E <br />c <br />L <br />ct_ <br />Av <br />C <br />iG O <br />d V <br />O <br />w. <br />SHEET N0. <br />SH 1.3, <br />jK$MLLATiON 12EM W FOR !REGULAR PANEL M <br />••-�R�NGCONCRE.TE <br />URED CONCRETE <br />. RE4ittBEO, �/ REOUBIED. <br />CONCRETE M1CrIpRS CONCRETE ANCi1OR5 <br />(SEE SCrYEOUtE UiI—+ (SEE St:HEWL£ ON'� EXL5T1N0 FGURED roc <br />SFRE,S'$TrtRWGN 1D) -:. SrIEETs Y Tt1RD11CH TO) [i' B <br />(p�-V.O.M. BbtiS <br />CONCRETE ANCHORS <br />SWEDULE irIRDUGtr ,D - f —� <br />1 <br />I <br />1 <br />, <br />i I 1 <br />E I <br />�+ s Baas W a tT <br />i ARA � tr F Q' SEPAAhT(ON. 3 <br />�° <br />«�--A Pates LENGTH# ON s <br />I i <br />1 11 <br />(EE SSCHEDULE R 1 <br />. SEtWQaION ' MAx, 1' <br />ToaAss. PANEL r <br />SHEET JLEIkCTH. <br />7 PANEL .. t.ENCTtI <br />'^t i <br />4� <br />CSEE 'aC11ETIliLE (WE 9t3&DiN:E <br />ON SWEET 3) aN s�t' ! aN sHEEIt a) <br />SHEETS / T11tiWkrH t <br />J y ! I 1 <br />, <br />-_,. � ,t 1%,^LaY1... ss.'Mx Nf wa ! _1 (SEE SCLAEOULE ON <br />• I! 7 O4. SHBLTS 9 THROUGH 10) <br />' VOCATION AIRUm `"-`. W/(� -N �Etl 90W <br />L"..i.;t. ARE USED d W/ <br />•-.—COIICREO'rUE� <br />ALTERNATE COtICRE15.,� - WkNrRED CONCRETE . CONCRETE.ANICHO" - ImEwAeEu. <br />M1GIA4R5 CONCRETE 99.Qiwi" REOUfNEO, STAB W/ Sil <br />(SEE 1IDNCpU4E ON tsE£ sCNmuLE ON <br />SHEETS aY._THROUGH ito Siam .B THROtr0i1 10) <br />SCALE 3/6+..T' SX+flE 3/3�1' `BIAIE 3J8�t' <br />1111 <br />H <br />r4 tNr , <br />t <br />1 <br />'AAA' <br />a*`M A <br />PC, <br />FLOW DA BUILDING CODE (NQR h V.IoDI Hu one Zone <br />-. 4A610 Tee.. Fs: <br />44167 24 GAGE GACYA19tE0 STEEL STORM PANEL DRaN sr. <br />tk: <br />• # _ <br />NOTIE FOR T1iliE •ira <br />E.D, P ETMAE iu9TAwCE --- 91F#�4lLLDE� cA•r__._rsnuc. _ BOTTOM IAOIlNRIA(i5 CAN BE STATE �. PROi�CT10N' PRODUCTS, LLO• <br />(SEE SCHEDULE ON EDP & BOTTOMtl1 <br />5HEEiS 9 & ia) CDMSfNED Iw ANY WAY TO BUTT ANtt s .c 10fl1Q.... - /t � �W_�,>w� >m AaAAcnaO+a aa,c N-stTta <br />zo^t 75. <br />INST,u,AnaN.: F; � •....••»(,A•\ Wo_Wt�mwm-wr ntWgr (�rNBS-TBt6, rA1e (£6/)066-anT' <br />`ro Q�M•BOOKX16 a 4 ORMYIG Me: <br />-. ... - ..... to BWtLr A'7R 76. <br />INSTALLA1`ION DEMILS EAR R, GU R PMEL.(1) -INTO. WOOD <br />BEAM lREOUIREM fa f ±`' �i r � ,L 1 UG. <br />ADEQUACY Of 1]F 015111,110 YN00 <br />MTa BE cERTa1ED BY <br />TERE6 :FdN11NELTI OR • + �°. <br />pRCi,ITEDT -PRN1R T SHL,'TTER <br />f f i <br />1 N75TN1AT1Drl, �.. - <br />- ANCHORS 0013$KTE WOOD IAA01199 <br />{ / It SCNEDIaE ON (SEWOW NMF$-- <br />E SCHEDULE j• ._ �,EO•�}. i�g/ipEtS cot !CQ'+lr ck <br />` �' 5tifET Ct) SHEET tI) � �. if2• I f if fi�,�•,ia 'aA 4l NRT <br />C1A55�L.,l WaOO rMACHOR5 = •2x <br />( .4% j W • A ,p' o.e <br />5EF scrlEDutE' <br />% �. <br />i • <br />SCHEWIf 1 <br />SEPARATION To CUSS. + <br />SCF1E66AE ON f <br />i J IENGN %•Bi I E ,.,g..T...^ -'L- 'At FA aA>W` PANEL LENGTH <br />($E€ SCfIF3lUlE IX 3 fANAA aA'JI'r-S"1 .ESA. Sr,EEI" '••.i <br />E ON SIN £PT 3) j. <br />f t SIRE .. <br />4 <br />• pi a 12 1J2^ O.C. f � t '`-. x. .. _ _..._.....,�_.,_ .,_A <br />1/a` <br />1 y <br />I 1 }} V N <br />Wow ANgrgRSWOOD <br />'REAII,� -'1-`may <br />REOUI RED <br />I <br />•:,, 1 SEE T SCHED4tiULE 01A t(r <br />9 <br />sLtlEOWls aPr - 3/y" � ,-1 � j sgi� <br />E f jp <br />>tEII,IkIIw� aL:1 � � '� J�3i-°�►7�'43 �1,� <br />SCALE 3�",' IK11IN SCALE 3/8-1' <br />Hi3TF..�QM9i1,M,'ODN OF S€4"TfO1�C5: � Fi0•441$7 ,x F1ARIDA BUILDING BODE Non h YNx NMrrlgone '2m1a <br />I. INSTALLATION ARE ONLY YA11D FOR MAX A.S.D. � �• - � - - <br />aAaL00. � <br />NGS CAN � OOP MOUNTINGS PRESSURE RA ,e: O IR BOT(Obl ICN ttE1G AN PANEL LENGTHS.. t� 24 9A0E 4ALYANIZED STEEL STORM PANEL DES P <br />S?A aA <br />B TE (1F <br />twwN, <br />OO IN ANY. WAY TO SUIT ANY <br />MBiNEO AS PER SCHEDULES N StIE'Ei� ft O t' a <br />O» . ter <br />rrw <br />INSTALLATION R N WOOD CONSTRUCTION: WOOD huf±MrQ 2. F'D NEW FRAME <br />4- <br />.. t09AL PRO'1ECTFDN PRODU LLC.. <br />�ri IL APA lAB#, <br />Nat W S 'iFED "s 51.i,,: G'tiP �ING MEMBERS TO BE SOUTHERN PINE / PEG <br />DENSITY OF 4.55 OR Et}Ub1-. y'A JdNA4 E 4�A �:31 <br />- - NN tA3U' "'� ,aAa - r ss WSAM N ABr aMtF. rt. 3Pt4 <br />20-175 <br />tar+: IRRq`�aAH 4ii-uR ate. jNSi76BANAAB. r7i NBtIAp-Bta'+ <br />,w LwQWA TILT <br />P.E,.6ov./AARWVRE/moff: wN,m'��°"rinaarr+". .P:e " flRq r, aF,iC <br />s , <br />N <br />N <br />o � <br />a)� o 0 <br />cn c ca z3 �- <br />N U � <br />ii <br />O o ._ <br />La� <br />L�••� r <br />� O LL — <br />�i•�A <br />0 <br />t•F� <br />0 <br />o <br />L <br />Cou <br />c <br />E <br />Z <br />Z <br />w <br />J <br />CD <br />CV <br />d O <br />cm C fa C.Q CLij M„I <br />m TC <br />AC O a- <br />N N t <br />N N O <br />Q N � <br />Cu <br />- E <br />c <br />L <br />ct_ <br />Av <br />C <br />iG O <br />d V <br />O <br />w. <br />SHEET N0. <br />SH 1.3, <br />INSTALLA1`ION DEMILS EAR R, GU R PMEL.(1) -INTO. WOOD <br />BEAM lREOUIREM fa f ±`' �i r � ,L 1 UG. <br />ADEQUACY Of 1]F 015111,110 YN00 <br />MTa BE cERTa1ED BY <br />TERE6 :FdN11NELTI OR • + �°. <br />pRCi,ITEDT -PRN1R T SHL,'TTER <br />f f i <br />1 N75TN1AT1Drl, �.. - <br />- ANCHORS 0013$KTE WOOD IAA01199 <br />{ / It SCNEDIaE ON (SEWOW NMF$-- <br />E SCHEDULE j• ._ �,EO•�}. i�g/ipEtS cot !CQ'+lr ck <br />` �' 5tifET Ct) SHEET tI) � �. if2• I f if fi�,�•,ia 'aA 4l NRT <br />C1A55�L.,l WaOO rMACHOR5 = •2x <br />( .4% j W • A ,p' o.e <br />5EF scrlEDutE' <br />% �. <br />i • <br />SCHEWIf 1 <br />SEPARATION To CUSS. + <br />SCF1E66AE ON f <br />i J IENGN %•Bi I E ,.,g..T...^ -'L- 'At FA aA>W` PANEL LENGTH <br />($E€ SCfIF3lUlE IX 3 fANAA aA'JI'r-S"1 .ESA. Sr,EEI" '••.i <br />E ON SIN £PT 3) j. <br />f t SIRE .. <br />4 <br />• pi a 12 1J2^ O.C. f � t '`-. x. .. _ _..._.....,�_.,_ .,_A <br />1/a` <br />1 y <br />I 1 }} V N <br />Wow ANgrgRSWOOD <br />'REAII,� -'1-`may <br />REOUI RED <br />I <br />•:,, 1 SEE T SCHED4tiULE 01A t(r <br />9 <br />sLtlEOWls aPr - 3/y" � ,-1 � j sgi� <br />E f jp <br />>tEII,IkIIw� aL:1 � � '� J�3i-°�►7�'43 �1,� <br />SCALE 3�",' IK11IN SCALE 3/8-1' <br />Hi3TF..�QM9i1,M,'ODN OF S€4"TfO1�C5: � Fi0•441$7 ,x F1ARIDA BUILDING BODE Non h YNx NMrrlgone '2m1a <br />I. INSTALLATION ARE ONLY YA11D FOR MAX A.S.D. � �• - � - - <br />aAaL00. � <br />NGS CAN � OOP MOUNTINGS PRESSURE RA ,e: O IR BOT(Obl ICN ttE1G AN PANEL LENGTHS.. t� 24 9A0E 4ALYANIZED STEEL STORM PANEL DES P <br />S?A aA <br />B TE (1F <br />twwN, <br />OO IN ANY. WAY TO SUIT ANY <br />MBiNEO AS PER SCHEDULES N StIE'Ei� ft O t' a <br />O» . ter <br />rrw <br />INSTALLATION R N WOOD CONSTRUCTION: WOOD huf±MrQ 2. F'D NEW FRAME <br />4- <br />.. t09AL PRO'1ECTFDN PRODU LLC.. <br />�ri IL APA lAB#, <br />Nat W S 'iFED "s 51.i,,: G'tiP �ING MEMBERS TO BE SOUTHERN PINE / PEG <br />DENSITY OF 4.55 OR Et}Ub1-. y'A JdNA4 E 4�A �:31 <br />- - NN tA3U' "'� ,aAa - r ss WSAM N ABr aMtF. rt. 3Pt4 <br />20-175 <br />tar+: IRRq`�aAH 4ii-uR ate. jNSi76BANAAB. r7i NBtIAp-Bta'+ <br />,w LwQWA TILT <br />P.E,.6ov./AARWVRE/moff: wN,m'��°"rinaarr+". .P:e " flRq r, aF,iC <br />s , <br />N <br />N <br />o � <br />a)� o 0 <br />cn c ca z3 �- <br />N U � <br />ii <br />O o ._ <br />La� <br />L�••� r <br />� O LL — <br />�i•�A <br />0 <br />t•F� <br />0 <br />o <br />L <br />Cou <br />c <br />E <br />Z <br />Z <br />w <br />J <br />CD <br />CV <br />d O <br />cm C fa C.Q CLij M„I <br />m TC <br />AC O a- <br />N N t <br />N N O <br />Q N � <br />Cu <br />- E <br />c <br />L <br />ct_ <br />Av <br />C <br />iG O <br />d V <br />O <br />w. <br />SHEET N0. <br />SH 1.3, <br />N <br />N <br />o � <br />a)� o 0 <br />cn c ca z3 �- <br />N U � <br />ii <br />O o ._ <br />La� <br />L�••� r <br />� O LL — <br />�i•�A <br />0 <br />t•F� <br />0 <br />o <br />L <br />Cou <br />c <br />E <br />Z <br />Z <br />w <br />J <br />CD <br />CV <br />d O <br />cm C fa C.Q CLij M„I <br />m TC <br />AC O a- <br />N N t <br />N N O <br />Q N � <br />Cu <br />- E <br />c <br />L <br />ct_ <br />Av <br />C <br />iG O <br />d V <br />O <br />w. <br />SHEET N0. <br />SH 1.3, <br />E <br />Z <br />Z <br />w <br />J <br />CD <br />CV <br />d O <br />cm C fa C.Q CLij M„I <br />m TC <br />AC O a- <br />N N t <br />N N O <br />Q N � <br />Cu <br />- E <br />c <br />L <br />ct_ <br />Av <br />C <br />iG O <br />d V <br />O <br />w. <br />SHEET N0. <br />SH 1.3, <br />SHEET N0. <br />SH 1.3, <br />