Loading...
HomeMy WebLinkAboutPLANSopz z�o 93o fs �p� v .:: S7 g .. .. Ss P :�� 8 'o m '^ 33 R `goc'ag N "o 682 y"�-oc 7ga ag3 iu �3s2 i �a E;6tl 3 ... F 2 9-0 y �" =80 8s eae $ g ='d8 L`i' ^7'�'� s ^N �86 �>n^ o i o ft� H H 8a� U m .>, 89 s p 6o'ua s R^� �xg9Fin ag7 o b '_, m o�F Sm^ g 54� c m mga o gc\ ., 'oz &m 8 �g ^ _ & < o b ga^ co .94 �o� nogag a 6�a o s5 F g .� gp a r 29 o Tsa�Q c C� A a �ma -p 52. D No om� ��� � � a � ��a � � m�a s� �g 9;s CD { Z -a� =smm € a NAP N;� ��a so 'f �m9se n z .9 a e oos �g �' 1 ��Q e� e spas s8 g� p= `� Sg R�_ - sQa °c�ea. moo qg SSp p:o u9 e6 '� m o o , n z \ T^ i g 5'^ qq1 ¢(� 6 Soa ZK Raj `B SOa 8p mP® Yno y S� y= 8my g gyp., \ � � o° \ a 9 1 UP �9�> �" m ;2�0 8 C x No G�5 as o 2^gg . & o o�� H3 ^ a ggm� a e � 525 a8 g" ph s s w me 4 s^ o m ^ F8 s „F€fig a mm 2$— o2 XR 11 and_ �u s�^ Go n A z 3 C Y� R9.��„ o .42 59 .=go og��zam a ggN �N 8gav a �z q.2 kjs 8 § + 8 qs Ni ;!yF•., _ �. �y; ,� � �a` q mOF z �� 2 � ^da9 s€ 5 rCg M. s g Q o 'Fo ggy' a xPs -LJ 06 OC n pi Y 2 i r-a^a ^egg a g�a A� �a� as n -ARo �8a9�a �� oemP g� Q \ ; Pig m�3 A�as=ge v_ag s Ong g 65. OZ F pis 8�S PFo> uy �oaz� kA y o Mg B ^�2 X8 8 P�, S,R �� � 4 9 019 � �* \ 996 a s_— \ AN A EPA xf 3� ? o ��4 a uaz� �s Nm� r� �i9MH R 8 �a a4i AS 22 R M. a s f oR o 9cg4 0 9 PSI Ax ?g 6 o a yo is 9� As 7d S.8 5s5 oN A..a• 8� ='6 ®SLAT TPINDOItT M 6£ USED ALL R15TAL S PER 606J—T6 ALLOY H1Y INCLUDE PERiORATIONb AS PER (10 HE USED ONLY TOR WSTAWRONE DUON SHEET J) JO FEET OR HIGHER ASOP£ 6840E UEASURED AT BOIRIU'Or OPEMNO SEE COUFbNE 20, 21 & 22 DN 1p, SHEET J.) ® WALL HEADER 606J-13 ALLOY ® FLAT END 606J-13 ALLOY �• IVPY ton- JW Ffi R r m �2A q �2Rf' ® 2 "" MAX B 0 ACEIL71dG FIEADER �T SILL/HEAD TRACX 60621—I6 ALLOY--- 6 .w• A f2 R 8 a a ©1 ALT BOTTOM TRACK ADAPTER 6OBJ-76 ALLOY Q 9 p . r,.., N >CU_ T6 ALLOY lu5 ® EXTERIOR GOMERPJECE 606J—m ALLOY COMPONENT o 6 . fl I 12 ID 2' 5' MAY. 0.125- 0.125• 16 2- a' 1A%. 0.25- I 0.25• 1© 1• 2' MA%. 0.062- D.OW k 9 pp� St. a rJf'J ALUMINUM An'GLES RAIN HOOD 6063—y6 A((OY 606J—iJ A[tOY it 1�1 P��_0NENTS II ' • �Gy/'� " III RORIDA BUILDJNG CODE (WqN h Non WgN Velocity Humcons 20n0; '• ''•'• i Dun mrtea M. TITAN it FOLDING IMPACT PROTECTIVE SYSTEM- x FOLDIINGGxSHUTIER CORP. enrzn �x nm tOmxo a uOlxulxo conAxr Mmoer"°eewainww ,$ F' •''•..<OAIOP; ,wa:�rm���.b'..., ron"m°.i �."�v�,. xwwia un oat° c �riti 17-082 ounxo x. s•• �M.+e- MIY -TO TO USED As AN OP1Nkl FVR ALL INSTALUMWS ®SLAT MNDOW ELEVATION YNDSR LW GC MISLLE MY INEYUDE PIRTDRA. AI PLR RRS vuT TYPICA - NY. W MNDOIYS MY BE W ONE SLAT SPACSO NW. IA-APM/ (MAY. EVERY ID SLAMA W O VI TYPICAL ALTERNATE PERFORATED 1)SLAT WINDOW ELEVATION (LARGE MISSILE IMPACT) GA I) 2) I I I I n III \ e �, 0.060' MmN Y `I�( PoLYCMBOM' i[ NC%1NG MII/�W (SEE 7/BlE I) - MM. (2) WADMI NAY BE W ONE SLAT SPAM A MINIMUM OF 21'AP.IM, *ITV 12- MW f y wos aF SYAT NP @ 80t=L - bii SGi MUST x iss ALLED AWALENI ro ENIEPPIEELS A PP NOR AT %IRNp3 OF PMDMU E. ® SLAT flD1TDOW DETAIL (ntvnrtaN) y�� apx• 2 g 21 Z—CLIP © SNAP —IN END CL� TABLE 1: SOURCES FOR 0 & 1 rzPlnL vROvmWy' �P0 amp! s'ac e6wAmL I' RfsWFVY 1wYl /3bFM'[ PWIF ILCMWFOI d/ JI IIXA4 iN Rf9N P109W: svR4L 4N.NIT ASM Drex Eua mfet ups mh' . Iwsll Y¢Ie sWw6w —Ease p.w0 p..l a}W au RA1R4 al .. AT YMo ISM ERO Iz,w'AI n.wE p..l. RwlWl YOEYWS A ASM D190 NO.OW p..A NI.OW p..l Noiw[D EW I ,e ASM Eise le R-m/p: IT rt-bf SYPS DORM ASM Diws 472 It ND s uy' Mrs Ee WANM. ISM DW c-1 EIhSs c-1 DASs ss6 mxmOx I A9M Duip 10. Y DW T MFd46IDbG: 1 ASM DWs rzxS➢F sIPD1CM ARw MA G /SlY D.. aWL pal mW p..l IEXSL[ 31fl6! DE1p2 MATRRVE I ASrY cu. N61 pLL 868o pal ITABLE 2: SOURCES FOR AMIltVD ^� II Rvww•a euu xnav Mar ,I 2:al1RyB RMsr svECDlc EpAxIY Ili AGM Wex D.aAa m/a' 'ENU,E fm rp91E Wlll STCm Dow II.sW pai {IPURLL eI.®ILIX AT 11FW Ie.W] pal RENPOL uaw[os � ISM Dn NMI mo uD,aW paL araW RW Am Eae D.e rt-mA. c6mlawr W rxwulL EL? Dx D pa flY+Yaw1Y IM1 V-x MElNw lLYvzMMlq AIseY !M pHle 3W FLOWOA BUILDING CODE (Ugh k Non HgE VLIELitl HYDicaDe Eene) 67 S Oxon mtsW mc. IL�CO1wG TITAN III FOLDING IMPACT PROTECTIVE SYSTEM FOLDING SHUTTER CORP. °a(" S�`- \\V 1, • ' Hurt rlmx0 a wElxelxlno EpIPAxY YY w�..LT II [s ]A xmu esipynb�x -m Y: Wx.eeaotcm se-W06i10 YWI Im6rIRr RILL aWr pMM BM)LR.13 1eW-eA .Il ltlCpA,Mxeo 17-082 OeAMp Ha OVX[/EAIF NALRNA pG RptlO. Yn AAIei R DI[R s OI I] O.C. (2) FOR TO 99 AT FAN5UP U11 OR5USE 1. OR 1 t FOR or O3 w/O3 ,16 ,1@OR 19 USE (3) 1(� AT 3D' O.C. MR SPANS LARGER THAN 99' UP TO 144' + 13 + i6 ,©+ @ TYPICAL ELEVATION + N. T. 5. d NOTE: SEE SECTIONS I THAW ON SHEET S. SEE SECTIONS d THRU 6 ON SHEET 6. SEE SECTIONS 7, 7A k TO ON SHEET 7. SEE SECTIONS VW k 2W ON SHEET 10. SEE SECTIONS 4W, AAW § 7W ON SHEET 11. SEE SECTIONS SAW, 78W, BW h I4W ON SHEET 12. A. • NOTES ON 0 k LOCKING TUBES ® AT(j)&& yy I. TWO (2) SHALL ALWAYS BE USED AT PRODUCT'S MIOSPAN SPACED AT 30' O.C. FOR SPANS UP TO 99'. USE THREE (3) FOR LARGER SPANS SPACED AT 30' O.C. AT MIOSPAN. COMPONENT MAY BE INSTANED INTERIOR OR EXTERIOR SCREWED O TAPPED EMERPIECES 400R ©. LOCATION OP ® SHALL BE AS SHOWN ON TYPICAL ELEVATION. 2. IS LOCKING TUBES SHA$ALWAYS BE USED TOP M BOTTOM AT l!PRRR''ODOCTS CENTERPIECES 4 OR 5 AT ALL INSTALLATIONS. LOCKING TUBES SHALL BE SECURED W N: LEVERS AS SHOWN ON SHEET 9. T SEE LIMITATIONS FOR ®ONSHEET 2 FLORIDA BUILDING CODE (High a Nan H9H V.1achy Ha icane .RW e G EPnoWL RVx xo°E %vMNM- PIN NEED III.. CGxcNER / v.aso' IxB:K s.s�-�.(Nox-smucm MW-sTRurnlRu) RpulRm. (am JNEEi r]) ROLISN NOUEINE G" 6 1.0.b', um'1E11. yy Nw. CO. / • 3:'%%/;.. ROLEENsx '13 Rwr4i'I' W C3 '1 j 4B]]'P I 1 1 I10 . T 53 SUS. W/ E K LONG MEW , I ( I J/16 uUY. J/1E- MC PoP wYEls, BIG MP a/ /. 0.1A' CpyL POP IBVRB, a O IB' 4C. DO. TOP .2.r I OAND 0.rBJ10.D0• O 10. 0.C. i� I (E tf Y1[.) 8 E.D. I[0 E.Ias• Le. AND G.OJD' 1/C' ° nW WERY v.i3J' IcaBOTIOM .0.01CLg TA4 W/ N MCED sEC11pX E.J3E' v.E. ONO WF .m I MN COM.MN INRRAEIEI M1ICXMIC% I r 0.2., 14 SRIPPINO M PWRED CONOMME TO GUSS OR 1/e• P [LCO MP.) s!e Orv.) W EONCRRE Wm (sEE sWmuLE / or caomLrnW PWOKI! I I/.• . w I•nlK i Ef III REONflm. 4B 9CHE M �( CIziE a/ I J/1• 1 ECRRI ON I/.. -WWI ®1 Y ®T A YPE FVBf0.'410 0 8- CO. 1 W. 91@ O f MC.r' 1 PWflm COXCRETE OR C RE ELELN uMIN.$E9YU[ION AlWNm1ARm. I I 1E� TO DVS! 1 0l /L 1 GETEx[ETIiJ) 1 T �t 1 sFP0.4T, ] 4 1 to GULRE POUREE CONCRRE R �(EEE JCMmU ON CONLRER BLCCK `i W4L REWIREX / I ON SHFR iI GAIO:IYI w 6 EREW W 1/s_plr' zz MaNIM NUT . aAarzR o 4- D.C. h fla.]• as. s...s w/ 9� I/r P nw awnOl 1 I- TANG MlW OUJHINE! 1 W IA'NKm (DOE NvErI / LQNG(RG[[E., .COGENT WALL FACE MOUNTING INSTALLATION Laxslmanv'4;1%s m (sR sNEC[ u) NUER]P. rW), EXCEPT a 1 '11 RouEa HOusae DL«a SECTION 2 -TIEx «/ I mr WALL FACE MOUNTING INSTALLATION aµ „ SECTION 1 va- ER (TIN A .xaa 9bxE STAGGERED C O §PACING DETAIL0 ........ INSTALLATIONS DETAILS INTO CONCRETE 4��CENt/(�� & CONCRETE BLOCK SCALE: N.T.S.NOTE FOR COMRINAnON OF a E.D. - EDGE DISV,NCE 1- MOUNTING SECTIONS CON BE COMBINED (SEE SPECIFlGTIONs ON SNEER 13) R IN ANY WHY TO SUIT ANY INSALATpN. OIC S 6 1 SEE LIMITATIONS FOR ® ON SNEET 2-"""'�kAL EN"� PC EFIIJSAIILME/I NW. wuL EM5[Ay NOR srtN. MRLL 1WY (KWR.IA£ $L) f ORIW EUIWWG CODE (Nigh Ar Nan W91I V.1.6V Narrimne Zone) ni[W IN, TITAN FOLDING IMPACT PROTECTIVE SYSTEMBw III FOLDING SHUTTER CORP. C O IML. MEM PmaP [mml� Pwz AW.BGY% uP]I].n mltlenPeNww.wm G IIX x nmvMPAMY �'re.dlemil�I-Im O1DBRf1B I. P IIIQ 17-082 NNI x.. e EM[R ! G[ I] whin I ye. ° J/o Taos SCREW OR 1/4'x 3/4'SOUS w/ NUR k WOMEN, O a' OA. SYS. LEB k INdp J/,6. 404 WP Roma a lb• 'a,(/ nl13 ONO M N EON, i0P MMON O.bm'I ON.. SfTo �s ON YL'gAP°•°�OSJ' O.D. AND O.AJ' Ld.. (SEE SCXEOULE OR3J' LONG pO1tpM I Or 1/l' P i6PCDN3 ON S.Mi IJ SECII°N O22. °A AND 1 3ml g u PXG SIOC QUIT i µG11OR5 6• I as4• td. (LNP.) V'. • VN P OpXL NCN CONChIE Ot0 0 AW nnT J/I6' , PDP gNET6 O b' O.C. O.C. ® } "'R.j. STANDARD COL IC �// NU UM 61 sIAX. A6.D. • /9 F n B Pop PM'13 O WIp' O.C.Na' An O.BOTI 90R Ra sx¢i u) / k Axww opl00kmx L t/P� . ]/a• mR scuW W/ COW M°LR DEIE ftOL'x ROURED SDv/OkER' wRl NW k tA/k'. RASHER O D.c BUILD -OUT FACE MOUNTING INSTALLATION SECTION 4 INSTALLATIONS DETAILS INTO CONCRETE & CONCRETE BLOCK SCALE : N.T.S. NOTE iYlp COMB NAT OH OF 5 CnONS; O' ED. ; EDGE DISTANCE 1- MOUNTING SECTONS CAN BE COMBRNED (SEE SPECUICATONS ON SHEET 13) IN ANY WAY TO SLID ANY IMSTAUATON. T SEE UMRAn0NS MR ® ON SHEET ] 1 (,' I, MIN. $gIPATON O LUE I (SEC SLl Or Ot191F1: IJ) '3) I Or V' T 41@HAZE J/tv 4. 1 T vi1 Par Rfh1S 'EO. I y J/16' 4W. PoP RniM; ) n 9 J/16' 411LL POP pM15 O 1a- oz. °DIN SIpEs O 10' nG BOM SUES E0. ON3/4' PLIWPoO Y 4W. J/t' PLYx➢DD PEWIPED $ WH P"RED 1 nNau acn2 W/ J W/ N.V X k MV! O 10' 0.4 0E 9015 wL9e7! d NOT Nq O 3' O.C. I� 1/A P TADCONO U( CPEIE-Rp µUIOP$ 6' OS. .214' OR 2b'tl/3 K. ALUW. POURED CONCRETE OR COxCPAE BLOq WNL Sb11/6 606J-Te MR. U. ASGLE OR am PLATE µfib REONPED VTING INSTALLATION ALTERNATE ' COUNTER -TOP MOUNTING t66.0. -66.0 PSF I INSTALLATION SECTION 6 MAC. ASD. DESIGN PRESSURE WNO- +66.0. -66.0 PSF I ICI bN. SEPAR1nON 0 ML r-(SEE SCXEOULE ON SHEET 1]j Ili ( 41EPN4E LEG Or .1 •+ ( CPoMANOR (SLCle MT ) 8 EO. F0. I IIb ' 0/4' rocs SvaW II RED CONCRETE 0. 1/ • J/.' B0.3 w/ NNS RER BOON COME A S/]•WA91q O S• 0.0. , REOOMO Iva rinior. n BUI DMOUNTING INSTALLATIONII (BOTTOM)F ARIDA B LDING CODE (High k Non Nigh Vetedty Hurricane ion.) • NO. 44167 *L m2.v mRm Ixn TITAN II FOLDING IMPACT PROTECTIVE SYSTEM DPUX RN 96 IL ECO III u FOLDING SHWER CORP. O•••• INC ,✓/�' EVQi • "• n•' ��.•` IIWI i[Si1XG t g01X[LRIXO COWAM ^::���.w`w.i`v'm°.".''fn`m,��ma�Il 2p9. Mp61RE[T WCL 17-DR2 .......... .. •• .IJ •IC'6L4 -m unm.°°La<m °®-w.mle �X°','ml..�o-e"i6nswl] .xlmM°n,pm,mn ALRPA TW} E. 'IMRILN Y°. /MI6) �(W. MMM/MR w 6.x. LXLR 0 .10 ill iI .no /10 [ ]' OJJ]' 9U nOn LONG TOP DO. MDi 0123. 1 sccnONox o .. SEP]R Ts TO GU' EE S<NL ON SHM OPnONK RAM Q (NON-SIRUMM ALILRNen ]Ile' POP RG173 D V O.C. T RGNG. I PoWiL9 CONCRETE REWIR ' N.. E.G. TRAPPED MOUNTING INSTALLATION SECTION 7 T T P RNER R smES IN LONG IT, OX6 Ai gOM.ORfX ALTERNATE TRAPPED MOUNTING INSTALLATION AT BOTTOM SECTION 7A na I ALTERNATE TRAPPED MOUNTING INSTALLATION AT BOTTOM ,SECTION 7B SCeU'. N.T.S. ROW0.A BUILDING COpE (RSM1 4 Non High Velocity Nvnicone Zone) NOTE FOR nnuB N4VON ar CEC]IONo' E0. EDGE OISiWiCE 3 No. 44167 ': m'°" "'OG, °e, TITAN 11 TOWING IMPACT PROTECTIVE SYSTEM own.lrt: 1- MWNIING SECTIONS GAN BE COMBINED (SEE SPEMG4TION5 ON SHEET 13) IN ANY WAY TO SUR ANY INSTAAATION. {( IL E C O FOLDING $NUTTER CORP. mpo/n 1 5 , +H �D 7 a �L} Ixe. nwT lrsrlxc A- [xalxLmMc <oMPAxr v 14Myf. enkpu ytpLnvlee 2x] xGmx[r PM{E XEr PIW °fYl1.R3M1] us SEE LIMOATONS FOR ®ON SHEET 2 /// f11���_ 1 Sf1�ONAI G�Y 11 VV a rT:.l.�_Te�-nn.ra�uwpo-m� 'J: 41bee°eetmm � � te°0-eu-Nv�t el .IR6E.XMen. 17-082 OMEN° Xe ..,P,F.riTAVsiGwnu/wrz MTFn ATwr'JI. P.F. xRoxiM ue. 1 utel _ exm Tor, 1] R � ;;<;;i;;f;; § ' « , [ ; - . ! f ) . \ § I / /\ -� ,! , - .... . • �8«2 | ;| // ---/ p / §2! ;=©f/ \� IA. Mu nMi¢I ctia/iteHo . I � \3 / � 1 1 /IE- PoV RT\I Ima a to o \3 BUILD—OU7 END CONDITION HORIZONTAL SECTION O.0 O Y6IDA 20 roµ�•`� MCWEpMAL SILMX w � q * NAY VARF AT LASTSLAT AT TRAPPED 06TI11.ATION6 T = lMTA1xgID fDq ©fNH 5}RET 1 ..Jmn/a[lL-NE1I wxu¢ws 0 m'0n ro tA51v+a ¢IINCN4 NOTE 1 ONE LOCKING NBE, PART 8 SHALL BE INSERTED INTO THE TOP AND BOTTOM OF EACH EXTERIOR OR INFERIOR CENTERPIECE©OR 5 INSERTED INTO THE BOTTOM OF EACH ALUMINUM LOCKING TUBE (a A SOLID THERMOPLASTIC TIP MU BE INSTALLED. THE TOP 1.100- OF THE TIP SHALL BE SQUARE. 0.357•x0.357• AND R SHALL BE FULLY INSERTED INTO THE ALUMINUM LOCKING TUBE 0 AND SECURED INTO R WITH A 0.120' O.E. HOLLOW PIN. THE BOTTOM 1.100' OF THE TIP SHALL BE 0.363' DIAMETER WITH A 0.200' LONG BEVEL TOWARD THE END AND A MT TIP. BETWEEN THE SQUARE TOP AND ROUND BOTTOM OF THE TIP A SQUARE, 0.475'x0.475'x0.085' THICK COLLAR MUST BE INSTALLED. AT THE TOP OF THE ALUMINUM LOCKING TUBE 1(Bi A 2-PIECE, THERMOPLSBC LATCHING MECHANISM MUST BE INSTALLED. ONE (1)PIECE, 1.375- LONG, W11'R A 0.366'x0.366x0.630' LONG ENO SHALL BE INSERTED AND DIMPLE CRIMPED INTO THE TOP OF THE ALUMINUM LOCKING TUBE THE TOP OF THE PIECE MUST INCLUDE A 0.684- DEEP SY 0.188- MOE CHANNEL TO RECEIVE THE HERMOPLASnC COMPRESSION LATCHING LEVER. SOLID THERMOPATIC TIP INSTALLED AT ® SHALL BE ENGAGED INTO 3/8'0 HOLES DRILLED ON THE OUTER HORIZONTAL FLANGE OF TOP/BOTTOM TRACKS. END INSTALLATION DETAILS INTO CONCRETE, CONCRETE BLOCK & WOOD (AS APPLICABLE) a mAa xne• GtxJ OP I& t OT ztt�).90IT sF 5� noe t�µ• 1 FND I nCK Burl F l'A x0moxnE sEmox x• mvr. END LOCK ANON lowxamt scmx . a/e•ra StnEYS . IGID m W. E ip CdlWnt{O ¢'0.0 (oitn`n'mmwn)n ALTERNATE L0 KIN SLAT CORNER LOCKING DETAI nwaEmnn a<cnox FLORIDA BUILDING CODE (High a Nan High Vela ty HuMcane Zone) ®mn mtEm nc TRANIHI FOLDING INTACT PROTECTIVE SYSTEM Rvx 4 FOLDING SHUTTER CORP. wn i � L t' tt C'- nwt lcanxs a aclnanlxo mxrAxr vv x�vx. n x.. m w.m..+,e"e n viv ml...w,x.m, Fa-poo¢mP w.urtx A a.. W ncniw lnw %uler Pose xlmgmr HA¢t tnsP vAw azu n avn mrotmo-e,! wm ,i. axm,gm�mo.. 17-082 xunxg x. ¢um emo t tno END INSTALLATION DETAILS INTO CONCRETE CONCRETE BLOCK & WOOD (AS.APPLICABLE� A it N� SIMILM I(S HFAD AND Glll A.xO EOiH SIDEE Of PROOUCf OPTIONA__. L SIDE AN�� (Rx S0.TW1 4 ARS 6) BE 11/J oie� ow.mcrs an u•oc. �M nx e¢c¢ xn ec rux w � Duo CORNER POST xwrsanu Bccnw .. mzon mnm un P.E Srµ/SICUMIE/M1E IL ECO idiTwxew°x°cxu NrµW.W w.."y ill Q x E R RIDA OUILDING CODE (Hi°h k N°x Mgx Velocity Hurricane Z.ax) TITAi It FOWING IMPACT PROTECnVE -SYSTEM FOLDING SHUTTER CORP. xm v 1O61RarAa�rt°L�iun I 7-082 �+rw,nxmx...� oP�xl00 x. Run a or n it I I OPTIONµ MR HOOD (NDN-ST6uCTUM1) TNICX S.S. rbo�]• ss. s.ws. x/ 1/Rv .]/R' HOUSINE / LONE HttOH fiU5XME4 (Typ. Top) A4D 1• WHO (try. p0110NJ. CNCEoT 1� Af c01lFR ROUSH0 ".) -3 -NatRms u - / nz (xOx_slRucrvwj O.ess•/ Dm.) h I � HFNfFA RED. 3/16' µUPOP I aJ»• font mTox taut ROOM IV O.C. CONNECTION Ct i °V mr sconeH osoo' I o.0. ANO aR4s' EG AW o.m• font o.tw•xo.vw DR. er Tor r �'-�-•�� eorrou sEClmx D.Jm' O.D. ANO ,m smPpME u SCE DYv.J 1 �9 3/I6• µUM POP RM1t3. a IV O.C. S _ MIN, SEPARATION I TO cuss ]1f' COW. W000 I MIN SmRPA1gN I TO cuss & (sm SCHMM / or HEALER REo'0. (sEE JCxfCULE ! or Xy ON SNEET 13) ® 1 ON Si1EET t]) I E WALL FACE MOUNTING INSTALLATION SECTION 2W (TOP) ' I III ,111 .•III' 111 I I t I I161 Wui nREH WALL FACE MOUNTING INSTALLATION SECTION 1W INSTALLATIONS DETAILS INTO WOOD 1 SEE DMRATON6 FOR ®ON SHFkT 3 mE N4ff5: I No. 44187 NOTE FON COIIBINATON OF SpCTONS 1- FOR WCCD FPAME CON4 UCTION: WOOD MEMBERS TO 6E HAVE A MIN. SPECIMC DENSITY OF 0.46 OR CO 1- MOUNTING SECTIONS CAN OE COxSINED ' IN ANY WAY TO 6UR ANY INSiAWTION. �OR /f e�t� �•b4/� _ nw`ve:13 �. ROWDA ID DING CODE (I6gh h Non WigH Velocity Nue NCCO, I/e•e . J/r TExs SCREW OR 1/4' . J/W' .I. w/Nm k wm.m a e•0.. 5FD7 nW Pov aI 31V WDMD E0. DOW T s5. T SEE ILIRATIONS FOR @ON SHEET 2 LILT WOOING Ea. OPIIOWl POIn HWO NOTE MR COMBINATION OF i CTIONS: (HOW-StNI1CNn1U > NOGG]• S.S.S.M.S. w/ 1/3b .]/x' IN MOUNTING SECTIONS CAN BE COMBINED IOxO . S.S. .Msnixcs GSN iOP) IN ANY WAY TO SUIT ANY INSTAllAl10N. MIO I LDII. (OF. BOTTOM), FyRpl IT RGLLFR NWANO (M.) NQiES 1- FOR WOOD FRAME CONSTRUCDON: WOOD MEMBERS TO BE HAVE A MIN. SPECIFIC DENSITY OF 0.46 OR EWN WP NMTS. /10 ..T 5.5. SN.S. N, O.]A' LON6 MWN O le• O.C. BUskHO W/ A O.ISO LONG TOP SECIION 0 .500' 0.0. AND G.SAS• L°. MID 0323• LONG BOifON ....'D33°• O.O..0 O.SAS' t.. or ®1 or ® T &WIN POP lr E O.C. 0. 9DE5 31A C • �' ; 1 L I/C e e ]/C TENS SGEW PoOp III RGb. t1 s/e" /4' TO OR I'lll �IIIII,11 I/A' . J/C BOLTS W/ NUTS k , ,11 ''• :�I 1 ,1 t s/e• 4-O.C. I ) i �1(1 �) CONNO.lL1X tl 111 O ,.(11 . L111, � A1 WML NGSX BUILD —OUT FACE MOUNTING INSTALLATION BUILD — SECTION AW NM '.ALTERNATE LEG L TION AND ANCHOW6E TO WALL SHOWN DOTTED INSTALLATIONS DETAILS INTO WOOD SCALE : N.T.S. OEM swlW OP 1/A v ]/A• BOL15 W/ MI15 s 5/e� wAsx[R a d• 0.e. DMIE01011 G �l wx. svAwimx I ro GV55 , )SCE SC ON M 1J) 1 a— Iaux OPOOm cu lxoR-sTR17 LLTOoU,% J/16' .LLY PO' RMT6 O 5O.' I AT P,2 DFlIOVL RW NWD 1 (NOIFSTMCNRLu `i J/Ie PoP W EIS. "WETS O IF O.C. or �T a I or® 1 RNOP, S06 EMM�CONimmI as I. TRAPPED MOUNTING INSTALLATION I. SECTION 7W FLORIDA I BUILDING CODE (High k NOn +qN Velocity HuMconE Zone) TITAN II FOLDING IMPACT PROTECTIVE SYSTEM sae3x Fr: FOLDING SHUTTER CORP. �W oMPANr >mv ImARi 1xAx t�u�mee I �� 1'�ma°Ntl1Wu niluln 17-082 ip awnnMmM...em Glumo xe sxM VOru 'I I it M rv. SEP/1P11°N I 1 I MIH. $EPNYnON �� (SIDE SCNEWIF� i0 C455 0! ® Dn SAFELY la) &. 1e�(SEE $D-5 a ON 9Nw 1]) R W I1j� I P® 3 tl ,-A n'TOWN. RNN WAW yN 73 • I(NOX-smurnlRW I/.• e . t• TEN N.TFRWIE 5/I6• NUu SMM 04 I/u-RD•.1' Po, ME6 P I. Os. S5. u5 WITH NUi kl AT OMN. 9 RM1$ ]/I.- ^ f0- O.C. WIN 4DE2 at IN ONGE OF SUS IF APP4GD4E '� EWE SUB µTOWNIE IEL k cHON LCGnonl mwRLlpll � -- W MWCxELL U LSa xmE q a G.A. nN. WOOD __y-�__ OEM REQUIRED -II Do NXI9X NIDMFD) . (!t„lLClpl an Door D. IDI E06E OF T' to I APrOVBti SUB F T' WIN.ED. P T SEE IMRATIONS FOR ®ON SHEET ] ALT TRACK ADAPTERMOUNTING INSTALLATION -r SECTION / BW (BOTTOM 1 I N. ED. 1' WIN. F.°. NOTE FOR COM61NATNON OF SECTIONS, 2%.' MIN. WWO OECM III I- MOUNTING SECTIONS CAN BE COMBINED TND F. ALLOWED) IN ANY WAY TO SUR ANY INSTALUTON. uw. sERARxn°v FLOOR MOUNTING INSTALLATION ''"°°M"°°° °. N01F[' PURE REP'D. vlE (ON SECTION 7AW (BOTTOM) DW ON sxEET 1 I- FOR WOOD FRAME CONSTRUCTION: WOW MEMBERS TO BE HAVE A MIN. SPECIFIC DENSITY OF 0.46 OR EQUAL 1 (a) 2 1 . UO $OMEN w/ T I/T uw. E 1• ION. E0. T- SEE SECTIONS 8W h 14W FOR MAK AS.D. DESIGN , / W LL PIMSN Or 1 QQ EI MOwOIN PRESSURE RATING kSPANS '� / %-1 4" Ix (21 OF RAF (T% °F RYIDI/IIIU556 W / I W W-i6 WM. �11NONVN NBC • 1/. •x." (E06]-i6) Mi PULE WI IIL'e xt' TIX ENRP0 OR RAFTER rNo 1%W00D 1 MxV MIH, MOD SE4EW5 O 6' O.C. OI AT T.• O.C.W. STI O 16• O.C. 'GCNITOPOE OR 3o0 1 PUTE W/ I/oL ar ra W WRKNI P .• D.G N RS I/.Y INO N On i/.•F, h. Ims WOOD 9ES T NWl ,1 0. THEM NOS�NCHGRS SCREWS EDGE (IF „PPLIGBIFJ NOS 1Ao I OF OR D W/ R MIPA901N M FA W/ N.FOR R 1/1• Nin. MRENEO RENMMTON IM° WOW O W (R) MON 1/4• W. PLTXO°° EMRIWC SOiiR , •� / ROMFA„ O.S99•o (TPr) "DW ...1 N/ II o/.- LMO III I , ICI : M III W/ HUTS h NYWN 6V9gHL5 (Try. TOP) I' LONG I 1 M19CA O B- PP. IOMEN . B Sx3 �.' =.). OWIT AT MOLTER N%19N. 9 I 1/ OLT.„ AIY . T SS. S.M.S. W/ .... LONG WWON MOUNT TO WOOD STUDS MOUNTING INSTALLATION WTN SWOON . LOW lOP SECTION 05]0• M. INSTALLATIONS DETA9'LS•':. SECTION 1'4W (BOTTOMO L. Arv0 0.119- L& MD 0.1611°.R10' ROM. y 3 MAX. 0=32UDIVG BOIIOY SELTON aJRO- O.D. AVD um. SD'AMiON To GTAss ' 1 a N TO W D D y w V; : ' T✓ A.S.D. DESIGN PRESSURE RATING° i60:0, -60.0 PSFI - 0.xa- LI, (SEE SCII[DI„L „FAT�NER� SIRIPl FA O! ®t T EMp SCALE N.T.S. � V �•• � ' RORIDAI BUILDING CODE(High h Non !Fi n verorIl Nurra°ne 2°ne A Y ) O+RJ ON sNLET u) sloT (Try.) i - Tj ®zon mlEm Ixc. TITAN II FOLDING IMPACT PROTECTIVE SYSTEM O41 On �• No. 44161 ��. E C O ! FOLDING SHUTTER CORP. °i`�IR° HEADER TO TRUSS MOUNTING INSTALLATION �Y`•.y.'4. er.✓LLr •. Eaa Tnm TFSIwD • aLlxa„Ixo mMPAxr uecP n Mau TM9 xDrsnar Wua x6T PNM 6EKK R 1MI] SECTION BW (TOP) 41y o �;I wm, 1"..e'Pdr1-TIN III I. -Ion, 17-oez CS 'es-woen°a PS .rmawmN.l.roll oulnxo x. MAX. A.S.D. DESIGN PRESSURE RATING ♦60.0, -60.0 PSF _ +-a sm�wlURynAm WRORIW 4e iusxiB'No RRi Ix v 1a un4Ru vas axa a wv xuswt u tm a emro wvrt t`/-) rozm2 rwasvR DN IR41n2 30 pal 14- I4' 1B0 It 35 psf 60.0.0" 60' 60 88 Ibb Il 100.0" tool 146 Ib fl 144' 144' 210 ID It 40 psf 60.0" 60" IOD b'It loom, too' 167 Ib/fl 144- 144' 240 ID ft 46 Psf 60.0' 60.0' 115 lb/it 80.0' 80.0'1229b/ft I 97.0" 97.0- Il ns.D• s.o' 141• 144"b/1 Ps 60A" 60.0'D 1 89.0 89.0'D Il 100 10.0' 1l50 1 020.0' .0'Ibf 144 140'IDH 55 paf 60.0"Ilfi0.0• D 51.0' 81:0,Dfl IDO.0' 120,0• 137' 60.0, 60.0"80.0" 80.0'100.0" 100.0" 115.0 115.0"5p 131' 128" Pat 59.0" 59.0,65 92.0, 92:0'100.0" 100.0- 126' Y23' 360 Ib it 70 pal 6D.0• 60.0' 175 Ib fl 100.0• 100.0' 292 Ib/It 121" 118' 374 ID N 75 psf 59.0' 59.0' 187 ID Il 100.0' 100.O' ]13 Ib (t 177 114• d6] ID N 8D psr 113" 111" 400 ID ft 40 Dal 107• 104 424 lblit To -opal 101" 99' 447 lb/It 11U psf. 94" 90' 46B Ib It 120 ai 87" 62' 484 lb /! 130 Psf so' 76' 483 Ib fl 140 psf 74' 70" 4B4 Ib Il 150 psf 69, 65, 483'Ib fl 160 psf 65• 12' 483 Ib ft e5ous: ONEIi IP f VE XSD �MGN PRESSUREIUTNE L-; W%. ALIOWABIL PROOUR SPAN. FOR A GNE11 NEGIM1E ASD. OMGN PNLSSVII[ PAYING. R1 MNIdU4 NLOWAKE PRODUCT SPAN 6 EOM 10 l E M12IMM DRERNMM P OO= SPAR BETWEEN 11' R1D %-". CONNECTION CAPACITY SCHEDULE (MAX. ALLOWABLE REACTION TOP h B070M LS/R) FOR MIN. EDGE DISTANCES SHOWN ON ANCHOR SCHEDULE CON. TYPE ANCHOR SPACING CONCRETE ANCHOR TYPE CONCRETE BLOCK ANCHOR TYPE STEEL ANCHOR TYPE WOOD ANCHOR TYPE A edC► [ A C E A C F 9 425 LS/FT I - 388/PT 157 LB/R 134 LB/FT 256 LB/FT 397 LB/FT Cl 6 473 LB R 418 LB FT 2J6 LB R 202 LB/R 383 LB/R 432 LS/R 12 357 l8 FT - 334 B R 1fifi B R 142 LH F7 2]1 LB R 347 LB -Fr C2 9 456 UB R 362 LB/FT 250 LB/FT 190 LB R 318 LB R 380 LB R 6 525 LB FT419 LB/FT312 LB'R 285 lB R 353 Ls/FT 443 LB T 9 390 LB/Fr 309 LB/Fr 157 LB/FT 134 LB/FT 257 LB/ R 329 LB/R W 6 496 LB/FT 375 LB/FT 236 LB/FT 202 LB/FT 298 LS/FT 405 LB/Fr. 3 813 LB/FT 572 LB/FT 1326 LB/R 304 LB/FT 418 LB/R 631 LB/R 9 466 LB/FT 370 LB/Fr 1157 LB/R 134 LB/FT 256 LB/FT 393 LB/FT C4 6 592 LB/R 448 LB/Frj 236 LB/FT 202, LB/R 357 LB/R 483 LB/R 3 972 LB/Fr 682 LB/FT 1 389 LB/FT 364 LB/FT 500 LB/Fr '753 LB/R 2B1 -LB/FT - 224 LB/FT 1 81 LB/FT eb LB/Fr 14J LB/R 103 LB/R C5 �6>i 421 LB/Fr BA LB R - 334 LB/FT 670 LB/FT 122 LB/FT 243 LIB/FT 125 LB/FT 250 LO/R 214 LB/Fr 432 LB/FT 155 LB/Fr 311 LB/R 27J LB/FT 325 LB/FT 215 LB/FT - - 138 LB/R 102 LB/FT C6', 1 96». 410 LB FT 487 LB/R 323 LB/R - - 207 LB/R 153 Ls/Fr 822 LB/R 175 LB/FT 141 LB/R 414 LB/FT 307 LB/R 4' 269 LB/R 3DI LB/FT 183 LB/FT - 114 LB/FT 153 LB/9 C7 3 358 LB/R 402 LB/R 244 LB/FT 152 LB/R 204 LS/R 2 305 B R 12 491 LB/FT 596 LB/FT 409 LB/Fr 265 LB/R 168 LB/R C8 8 736 LB/R 894 LB/R 614 LB/FT - 397 LB/R 252 LB/FT 6 982 LB/R 1194 LB/FTJ 819 LB/FT - 530 lH/R 33fi LB/R MIN SEPARATION TO GLASS SCHEDULE SLAT HIGH VELOCITY NON HIGH VELOCITY HURRICANE ZONE A SPAN HURRICANE ZONE ZONE 123 ZONE 4 5 -10' 2 1/2" 1' 2 5/e' AS LESS >5'-10' 2 5/8' } 1• 2 3/4•} TO 8'-3' >8'-3" 3 1/q. 1" 3 5/8' TO 12'-0" A AS DEFINED BY ASTM E-1996 STANDARD. ¢ EXCEPT THAT 3 5/8" SHALL BE USED FOR MOUNTINGS AS PER SECTIONS 3, 4, 4A k 7A. CONNECTION CAPACITY SCHEDULE (MAX. ALLOWABLE REACTION TOP A BOTTOM LB/FT) FOR CONCRETE @ CONCRETE BLOCK FOR SHORTER E.D. (2' FORIA, 02 1 N2' FOR B k 2 1/4' FOR C ANCHORS) crurnm r CONNECRON TYPE ANCHOR SPACING CONCRETE ANCHOR TYPE CONCRETE BLOCK ANCHOR TYPE A O C A C Cl 9 417 LB FT - 38B LB/FT - 134 LB/Fr 6 461 LB/FT 418 LB/FT - 202 IB R 12 375 LB/R, 334 LEM - 142 I8/R C2 9 417 LB/FT: 362 LB/FT - 190 LS/R 6 5D2 LB/FT! 419 LB/FT 285 LB/FT 9 372 LB/Fr 309 IB/R - 134 LB/R C3 6 469 LB/FT 375 LB/FT - 202 LB/FT 3 760 LB/FT 572 LB/R - 304 LB/R 9 445 LB/FT '370 LB/Fr 134 LB/R C4 6 561 LB/FT 448 LB/FT 202 LB/FT 3 912 LB/FT 6B2 LB/R 364 LB/R 9 226 LB/Fr - 224 LB/FT - 83 LB/FT C5 6 339 LB/FT' 334 LB/FT 125 LB/FT 3 681 LB/Fr 670 LB%R 250 LB/R 9 221 LB/FT 251 LB/FT 215 LB/R - C6 6 332 LB/FT 378 LB/R 323 LB/FF 3 663 LB R 756 LB 646 LB/FT 4 232 LB/FT 236 LB/Fr 183' LB/FT - - J 310 LB/Fr 315 LB/R 244 LB/FT 12 386 LB/R 46D LB/R 409 LB/R C8 8 5132 LB/R 697 LB/R 614 LB/FT 6 777 LB/R 921 LB/R 819 LB/Fr ANCHORS SCHFOUIE OSEE GENERAL NOTE C.2 ON SHEET 1 ANCHORS ANCHORS MIN. E.D. MIN. SPACING TYPE DESCRIPTION . CONC. C.B000K WOOD STEEL CONIC. C.81LOCK WOOD I STEEL A 1/4.0 TAPCON W/ ADVANCED 3 50' 2.50' R N/A 4.00' 4.00' N/A N/A THREADFORM TECHNOLOGY B 1/4' 0 x 3/4" SCUD SET 3.5D- 1350' N/A N/A 3.00' 3.00' N/A N/A '�Y2✓• 1/4" 0 CRETE-FLEX 3.00" 3.00' 0 N/A 3.00- 3.00- N/A N/A E 1/4" 0 "-BUILDEX N/A �. N/A N/A 1.00' N/A N/A N/A 2.00' TEK SCREWS F 174 WOOD SCREWS OR NDSDS N/A N/A R N/A N/A N/A '2.00' N/A 1 ' LAG SCREWS 4N CODE (♦rob a NOR HIOb V.IPGtr HuMCOne 1400 MRH EXP "D" ST. LUCIE l'd q� ST4w'BD OR CLL5LDy� C DrM.10N WGD B V�tN-CEPE -� ®rm Nc, g sucTION {MUST BE YiLt THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO 11,NY CORRECflONS REQUIRED BYfIELINSPECTOR6 THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES CONCEALED FASTENERS OR ATTAI AMO Tut: MPONSIBILITY OF UNIT #1206 R MAHER, RICHARD Castle a ° 3100 N A1A #1206 tmpact windows FORT PIERCE, FL 34949 FACTORY DIRECT SINCEt969 i ASCE 7 10 Design Wind Loads wind speed V ps170. mph Exposurl6 D' FOr Will Components &CladdlllgASD.Load Combination Coefficient: 0.6 '. ''•�•rr�'4 d. - I Wind PressutesfosFlFor use with Allowable.StressDesign <zt-1.0 Kid ='0.85, .Enclosed Bldg ccpi-0,18. Mean 7ribprary.area at least... . SO sgft Tribura area at least... .1{d5 iq ft T(iburzry are a at least 'j '.1: '20 sofa.; I Trburary, area at least 25igft . Triburaryareg at least ':30 sgftl Triburary area. atleast: 35 sq ft' Tributary are a at least. .•40 sgJt Tributary area at least :SO sgft Roof: Height . 60'toi Zone 4 . Interior +�' Zones Corner:' .+ Zone4 Interior + is fir. ZoneS.ZOne4 Corner +': Interior ''+I Zones Corner .+ ' - i Zone Interior +. Zone Corner' +. Zone4 (Intenot + -'�.' Zone5'. Corner + - Zone4. Interior +. _ Zone5 Corner + _ ToneA. Interior + _ rZone S. Corner + _ Zone4 Interior + _ Zone Corner + _ 61 if +53 6'-53_6 +53.6. -98.2 +53,6 -53.fi 1 -+53.6 -98:2 1 +53.6 -53.6'.: +536 -98.2 +52.6 -52:9., +52.6 95.5 1 +513 -523' ''. +51.7 -93.2 1 wk'.0 -51.9' 1 � +51.0 AL3: ,+50.4 -51:4 , +50.4 •89.7 Q .3 -50.8 •: +49:3 -86.9 65 ft +54.2 -94.2 : +54.2 .99.3 : +54 2 -54,# +54.2 =99.3 +54.2 -54.2 +54:2 -99.3 I, +53.1 -53.5 :+53.1 -96.5 - +52.3 -52.9 +52.3 -94.3 +51.6 -52.4' +51.6 792.3 +50.9 -52.0. 'a5,0.9 -90.7' +49.9 -51:3 +49.9 -87.9 - 6 �70ft - +54:9".'.-54.9 - . +54.9 _ -100.6 •+54 9 •-54.4 •+54.9 :100b +54.9 -54:9 +54.4 , .. -300:6 +53.8 -54:2 ' +53,8 -97.8,, +53.0 -Sb 6' ' +53.0 -95:5 ' +52.2 -53.1 +522 -93.3' : +51.6 -52.7 +51.6 -91.9„ 0.s s2.a , ' +s0.5 -ss.0 ; •75 ft +55.5 -55.5 +5$.5 41'.8 +55:5 -55.5' ,+55.5 -101.8 +55.5 -515 +55.5 -101.8 +54.5 -54.8 +54.5 -99.0 +53.6 --54.2 I. • +53.6 -96.6 : 5k.9 -53.7 +52.9 -94.7 +512 -53.3': +52.2 -910 +5}.2 -52.6 +51.2 -90.1 80'ft +56.2 -56.2 +5&2 -303.0 _. +56.2 -56.2 +96.2 -103.0 +56,2 -56.2' +56.2 '- 103.p +55.1 -55.4 ' +55.1 -300;1' +54'2 -549� - . �+54.2 -97.7.. '+53.5 -54.4 ' +53:5 -95,7 +52 8 -53.9 • +52,8 •94:0 -_, +51.7 53.2 a51.7 911. , 85 ft +56.6 -56:8 +56.8 -304.1 +56 8 56.5 .56.8 -104.1 +S6'.8 -56.8+56:8 -104.1( + 57 - -56.0 +55.7 -101.f .. +54.8 -55.4 i. . +54.8-98.8 +54.0 54.9 +54.0 -96.8 ''+53.4 -54.5+53.4 -95.0 +52.3 - 753.8 +52.3 -92.1 90ft +57.3" 573 +57.3 -105.1 +57 3 -57. 3 +57.3 -105;1 +57.9'-57.3 +57.3 -305,1 *56.2 -56.6 ' +56:2 -lOZ:2 +55.3 -56.0 �+55.3 A9:8 +54.6 -55:5 ,+54.6 -97.7 ' 453.9 =55.0 '>53,9 -96.0; +52.8 54:3 �. +5218 =93.0 � _ 95 ft +57.9 -57.9 . +57.9 -106,1 +579 579: +57.9 -306.1 7 . ,x57.9 5 57.9 +579 -ioq.i, +56:8 -57.1' +56:8 -303.1 +55.8 - -56.5 I: -+55.8 -100:7 6 +55.2 -56.0 +55.1 F98.6 +54.4 •55.6 +54.4 -96.9 +53.3 - -54.8 +53.3 - -93.9 1005 +58.4 -iBA +58.4 -107.1 +58.4 .58. 4 +58.4 107.1 +58.4 .58.4 +584 -30T.0, +57.3 -57:6'� •+57.3 -104:0 +56.3 -57.0. ' +56.3 •301'.6 `+55.6 •56:5 I +55.6 -99:5� +549 -56:1 : t54.9 -9h7.. +53.8 -55.3 ' 1s53.8 .• -94.7 ' ' .105 ft +58 .9 -56:9 +58.9 6.0 -308.0 +58 9 -56.� �9, +58.9 -108.0 +'S8.9 -58.9 .+M9 -lo8.d: +57:8 -58.1 +57.8 -104.9 +56.8 .57.5 1: +56.8 .102:5 +56.0 -57.0 :+kl) -100.4 +55.4 .56.5 +55.4 -98.6 454.2 :55.8 +54.2 -M5 110 ft #59 4 :59.4' +56.4 -108:8 +59.4 59.4 +59.4 108:8 1 +59 4 .59.4 +59.4 -108.11 + 8.2 -58.6 1 +5812 -105,8 +57.3 -58.0 _ +573 103.3 +56.5 -57.5 +56 5 401.2 +55 8 -57.0 s'+55 8 799:4 � +54.7 -56:2 +54.7 -96.3 j •il5 ft +59.8 -59.8 +59.8 -169.7 +59.8 59.5.:. +59.8 •309.7 +59.3 -59.8 : +59.8 -109.1 +58.7 -59.1 1 +58:7 -106.6 +57.7 -58.4 is '+57.7 -1041 :+56.9 -57.9 :. +56 9 402:0 +56.3 -57.4 +56.3 '100.1 +55.1 -56:7 . +55.1 -97.1 120 ft +60.3 -60.3 -+60.3 130.5 +60.3 -60. 3 +60.3 .130:5 +60.3 .60:3 +60.3 -110.5 +591 .59:5 ' +59.1-107.4. +58 2 -58.9 .. '+58.2 -1049 +57.4 -58:3 +57 4 .102.7 ::+56 7 .57.9 - +56.7, -100.9 : +55 5 - 571' +55.5 97:8 i 125 ft. +60.7 -60:7 +60.7 -111'.3 +60:7 :60.t .+60.7 -111.3 1+60.7 -60.7 d60.7 .111. +595 -59.9 +59.5 -1Q8.2 +58.6 --59.3 �' +58.6 -105:6 +57.8 -58.7 +57.8 4103.5 +57.1 -58.3. +57.1 -301.6 +55.9 -57.5 +55.9 -98.5. Y30,ft +61.1 - -61:1: +61.1 -112.1 +61.1 -61.1 +61.1-112A +fill •61.1 +611-112.0. +54.9 -66.3. +59.9 -108.9 +59.0 -597,. f+59.0 -lOfi.3 +58.2 59.1 ! +58 2 -iOC2 ..+57;5 -. -58.7 - i+57 5 _..9, 102.3 :+56.3 57.9, .+56.3 Y35.ft +61:5 -61.5 +61.5 -112.8 +615 -61. ' ` +61.5 ' 112:8 +615 -61.5 ' +61.5 •112.f3 + 0:3 -60:7 +60.3 -109.6 +59 4 -60.1 +59.4 -107:0 -+58.5 -59.5. - 1+58 5 -104:9 457:6 -59.1 +57.8 •303.0 v :3 +567 -99.8 140,ft +619 -61.9 _ '+61.9 -313:5 +61.9 -61.9 +61.9 :113.5 461.0 -61.9 +61.9 -113:5 +60.7.61.1 _ ,+60.7 -110:3 +5i9 7 -60.5. • +59.7 ,167.1 "+58;9 •59.'q +58,9 -105:5 +58 2 -59.4'. 158.2 -1016 +57.0 58:6' • +57 0 100.4,' 145 ft' +62:3 .62:3 .+62.3 414.2 +62.3 -62:9 +62.3 -114:2 1+62.3 •62.3 +62.3 -114.2 +61:1 -61.5 +61.1 -111.0 +60.1 -60.8.I' +60.1 -108:4' +59.3 -60.3 +59.3 -}06.2 +58.6 -59.8 +58.6 -104.3 + - +57.4 -.101.1 `350-4 +62.7 -617, +62 7 -31419 +62.7 •62.7- +62.7 -114.9 +63 7 +62.7 +62 7 -114i9 +¢15 -61.8-: +61.5 Ail.7 +60.5 -61.2 +60.5 -109.0 +59.6 -90.6 +59.6 ,306.8 :+58 9 60 2.- +58.9 -104.9 +57.7 -59.4 -. +57.7 -301.7i 155 ft +63:0'-63.0+63.0-115.5 +63.0 -63.�i' 'ab3.0 -135.5+63 0 -63.0 : 463.0 -115.5� +01.8 -62:2 +61.8 -112.3 +60.8 -61.5 • '.+80.8 -109.6 :+60.0 -81.0' : +60 0 -107.4 +59:2 •60.5 +59.2 :i05.5 +58.0 -59.7 +58.0 -102.2 160ft +63.q -63.4 +63.4-1162 4 +63i4 =116.2. •. +63.,4 _. -63.4 __ +63.4 -116:�, +�21'-625 -_ _-. _ +62.1 �.. 112.4 - -_ ,+61.1 _:. -61.9 +61.1 _ -110.3. -+60.3 _..' •61.3' +60.d -, -308.0 +59.6 60.8 +59.6 -106.1+584 L60.0 s58.4 -102:Si 165 ft +63.7 -63.7 , ' +63.7 --116; 8 +617 -63: • +63.7 -116.8 + 63.7 163.7 +63:7 -116.}62.5 62.9 +62.5 -1i3.5 161.5 -62.2'' +61.5 -}10.8 +60.¢ -61.6 +60.6 -108.6 +59.9 -61:2 „+59.9 -306,6. +567 -60,3' +58.7 Q03.4' 170 ft +64.0 -64.0 +64.0 -137.4 +64.0 54.0 +64 0 -_- . 117.4, ... +64.0 „. - -64.0 ,. +64 0 - '- -117.4 _. + 2 8 -' -_ -63:Z +62.8 ,-. - . -114:1 +61,8 62.5'- +61.8 - -111,4 _ +60.9 • -62.0 '.. - . +60.9 - -109,1 ::+60.2 -61:5 460.2 -101.2 +59 0 60.7 ., 175 ft +64.4 -64.4 +64.4' -118.0 +64a -64 "_. +64.4 -138.0 +64,4 -64.4 +64.4 -118.9 + 3.1 -63.5.. +63:1 -114.7 +62.1 -62.9 '+62.Y,-312.0+61.3 :62.3 +fi13 -309:7 +60.5 1 -61.8 +60.5 -307,7 +59.3 -61.0 +59.3 -304.4 180 ft +64.7 -64:7 - +64 7 -118.6 +64.7 -64.7 � +64.7 -118.6. +64:7 -64.7 -+64.7 •118.4 '+G3 4 63.8 "_ "+63.4 -115.2 +62.4 .63.2. +62.4 -112.5 +61.6 =62.6' •+63 6 -310.2 '+60.8 -62.1 -+60.8 •108.3 +59.6A40.4 ;104:9j 185 ft +65.0' -65.0'. +65.0 -3191 +65.0 -65. b +65.0 r119.1 i<65:0 -65A +65.0 -119.7� +93.7 -64.1 ' • +63:7 -115.8 +62.7 -63:5 +62.7 -113.1 +fi1.8 -62.9 +61.8 -310.8 461.1 -62.4 -+61.1 -109.8- +59.8 .105.4 390 ft +65.3 -65.3 +65.3 -119.7 +65,3 -65;3 +65:3 -119:Z '+65.3 -65:3 +653 -119.j +¢4:0 -64.4 +64.0 -116.3 +63.0 63.8 +63.0 5313:6 +62.1 -63Z +52.1 -}11.3. ''.+61.4 •62.7 `. +61.4 -109:3 +60.1 405.9 195 ft +65.6 .65.6 .+65:6 -120.2 +65.6 -65:G +65.6 -120.2 1+65.6 •65.6 , +65:6 -120.2 + 3 -64.7: +64.3 -116.9 +63.3 -64.0 l 463.3. -114.1 +62.4 -63.5' +62.4 -ALS :+61.7 .63.0 ' +61.7 -109.8 +60 4 •106.4,200 ft +6 +65.9 -120.8 +65,9 65:9 +65.9 .120.8 +65.9 --65:9 +65.9 -12o.8. +0:6 -65.0 +64.6 417.4' +63 6 -64.3' . +63 6'-114.6 +62 7 -63.7 .+62 7 Y12'i3 +61.9 .63.2 +61.9 -110.3 :560 7 }.06.9' 2 •to the Florida BwlEing Cad 6[h Ed (201]) •lieslgntd N .0 n •TabulaOn wind loads aretased on ASCEJ IO §peclfifreCons for :comporea cladding based on dezig ttaH snpfed he, In. th Z ,•Wheres pc mends used for peftft appllcabilitypf deslgncrnerla:J notadhe Wind Speed, Exposure Category, Risk category, etc.) hi 'Eshall bev ythe coAtractor& building officlal prl11'r to construction. le "InetgAeqng n.ybeuseden sneer onwlth •paste W W wable Sr separate ce elan (by engineer or by others) osl' Ail able Stress cePe. top or.by si :W Design no U •• Refer to above -noted MCE 7 standard fo descr'p dons drud ! .definitions of all design criteria. 2200 N Federal Hwy, 4200, Boca Raton, FL 33432 ago noted above is ultimafe design wind spe.d(3-second gust). .•Zones 4&5(".idecom" rior"and"erzones, respectively) are as shown to • Valid Onlywl el ineer's aminust-)s(gn.igrify presi.ms acting toward and awayfrom �f°,, the right, where the dimension "a" is the minimdm of10%of the building's. : signature & rais seal' .r component or daddlnesurface, respectively. I. Ieasp horizontal'dimenslon or40%af the meanreof height but never less ' Mean (average) Roof Heightdapnt be determined -peck iaof than 3-0'or4% of the least horizontal dimension. a l Il be used, except that eave height shall be uses for roof angle - This swilostlon is valid only for us.wttiso.otume NOTlaratedinthe' `gLJ requaltollY. Round uptovldesshown'� j- upper one-halfofanlolatd hill; rldgeatesoupMent, 'Jp106'assures are applicable to all bulding floors �: • This speCfiwtion is valid for use with buildings of any Rlsk:categdry, dwindpressuresarevalldfor II' of loped no reduction r induding essential fzdlRies and buildings or other structures that Christian La Ogl 51o• has been considered) V Area noted in table leffei<Ne wind area)Ls equal totha' � represent a subftjntial hazard to human life In the event of fallure Design is based on structure classiRc tion as Enclosed Bldg ,PE FL PE#67382 'CA t731124 >flheightxwwthjor[ht+/3l: Round down to values shown. Copyright ©2018 Easy seals rev 0718 Doc No:'AlOMS.170D Customer: MAHER #1206 WorkOrder Number: 08212018012 N0301 Unit No. Wall Pressure lopening Width lopening Height Shutter Width Shutter Height Slat Length Anchor Spacing 1 -58.6 445.375 97 445.375 97 93.75 6"o.c. 6"o.c. i File Copy