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HomeMy WebLinkAboutPLANSSCANNED BY St. Lurid /1__ GENERAL NOTES: -' B. ANCNORS,SHAL1 BE INSTALLED FOLLOWING ALL OF ME; T✓ECTmEN0Al10N5 AND. SPECOI 1. NAUTRUS RCLDD SHUTTER SYSTEM SHOWN ON THIS' PPOWCf.EVALWTON COGYENT ((P,EO. HAS BEEN amm 9. /NCHORS IUMM W FOR STORY BARS. CONNECTIONS SHALL BE AS. SPECIFIED ON APPu YflDRED FOR-COYPWNTH CE IN KWRWNCE. WON E 2017 ((Ah EDITION) OF ME PLO PoM WOE NMROUS ROLLING SMNTER SIS 0H SHVL NOT BE INSTALLED AT HIGH YaOCRY KUBPoCINE ZONES (10AND-ONDE -3/8-Oat 14' CALK-MAWF/CNRED BT POWER FASTENERS, INC. -1/4'Oil/4� MS SOId)-SET NANUFACTUREC Loy ALL P INC. /BROWAND.CWNIIES). -.. .. -3/8'0 KMK BOLT TZ NARUFACTURED BY MT, INC. DENGN.,MND LOADS_SIVI L.BE DIZTVUARED'AS PER SECTION 16090F VE ABOVE; REMIONED- CODE. ',.. -5/18'0. TAKEN MANUFACUIRED BY ICE BUS.DEX, INCj FOR A BASIC WND SPEW AS REOQWED BY ME MRIECK1104 WHERE THESE SHUTTERS WILL. BE INSFILFD FOR ADIRECITONAIRYFACTOR'Kd-0.8S:USIW ASCE 7-10 FOR INSTALLATIONS MOM 2017 FM YLYWUM EDGELOISTANCE'.WD SPACING MR PBJVE LTF/mONEO ANCHORS SHALL BE AS MR AS CE AND SS t) ARCH: AND 9NA11'NOT DIEM THE MAGNUM CESON PRESSURE: RAILWS 1H PE TO 0 SHEETS 15 M 18'R 20 TRu 28 EWE 06TN10E-OWANAND NtG A4Y FW191 IN ORDER TO YMIY THE. ABOX COMMON, "11RXIE DEWN WIND LOADSCEItRUINED FOR ASCE 7-10 SHALL BE FIRST REDUCED TO A5.0. DESIGN WNO LOADS BY UULTPLIINC THEM BY 0.5 IN ORDER M ANCHOR. SPACING O f00i EWE DISTANCE O 100R CMI TO COMPARE THESE. W/ MAR (ASD) DESIGN PRESSURE RAMOS INCX'iRED. ON. MEETS 15 MALL IS h 20 THAU 26. 3/8'0A1 1/4' CALK( -IN ] 3/4' { 1r2' - 1 1/4' (]I 2. IN ORDER TO VERIFY MAT WNPONEMS AW ANCHORS ON TALK P.M.a TESTED WERE NOT OVFR STRESSED. 1/4'a]J4 SOUP -SET J'. ]. 3/8.0 KW1K BOLT, TZ '9'. 4' ,7/r (X '2. 1/2' (30 A 33X INCREASE IN ALLOWABLE SMESSIJOR WIND LOADS WAS N� USED IN THOR AULYSK. FASTENERS SPACINGB TO WOW HAVE BEEN. BETEIIBNED N ACCORDANCE W5M N.O.S. 2015, 5/16Y TAPcm,n ] 3/4' 3 1/B' 2 1/4' 1 ALL ALUMINUM Exmus; NS SKALL BE BO63-76 ALLOY (UNLESS OORRMSE NOTED). SEE SHEET 2. a. ALL SCREWS.EEXWP END REIMPON SIXiEW�I TO.BE STAINLESS STEEL ]04 OR 316 SEEES WITH ]O MI YIELD STRENGTH AND 90 M T TfNS6E SMEN I CORROSION RESISTANT COATED WBON. STEEL AS PER DW W016. AU S.DS. ARE TEN: SCREWS NANUFACfURED BY ICY"SULOM &EHUL WYPIY W/ FLORIDA BUILDING CODE SECTION 2411JJ.4. 5. BOLTS TO BE ASTM A-X7, GALVANIZED OR JUST 304 OR 315' SEWER. STAINLESS STEEL WITH 38 YAt MININM VELD STRENGTH S NAUTILUS ROWNS MATTER S11TEN SEARS US.-. PATENS 16.095.225 AND 17.409.980. 7. ANCHORS M WALL UDR(!DSIDE M SHALL BE AS FOLLOWS: W TO ENCSTWG PoMm CONFFEIC M. ]Wo FR CONPRESSNE'. STREWTH. -5/16'0 TOWN XL"ARCHORS'AS UAWFACWREO BY OW SUiLDEX.. NO. -]/B'P'KWIK BEAT 3 ANCHORS AS WNUFACTURED BY HILT: INC: A.1) WW�AU�M EUBEDNENT INTO.POURE7 CONCRETE SHALL BE: J/g' ANIMI NOtEYSEOYEN�IIMO 9 � 9 ANCHORS E CONK? I •AS PASIT OF ME RE�UWED SAMMUUEM. A2) LMUUUU EDGE DISTANCE (E.O.) INFO POURED WNCREIE SMALL: BE VOR 5/16.TWO WARMERS @ 5"WR. 3/8-0 KWK. EMT ] ANCHORS EDGE,I)WANX IS BEYOND MUM NATERIAL. AJ) IN ME THE EXISTINO WALE OR FLOOR. ANCHORS WSHnLL BE OR ENO UGH TO VENEER H! ME N N STRUCTURE FOUND BMW SUCH.. PANELS. . ' .. ... (8) TO TAKING GROUT IT= CDU. CONCRETE BLOCK WALL• ASW C-9D -5/16"0. TAPOON'XL ANCHORS, A5 UANUFAC71.1 D BY RW BUILDER INC. 8.1) MIDWM WEEMENT OF 5/16'0 TAPCON XL ANCHORS INTO ME CREW FINED CELL CONCRETE CLOCK UNIT SHALL BE 2 1 4'. . NO MOMENT mo STUCCO SHALL BE COMMEAED AS PART OF THE REQUIRED ENSEDMENT. 0.21 M EWLIJ EWE DISTANCE (CO) OF 5/1VO TAPCON XL ANCHORS INTO GROUT rum CELL,WNCRETE BLOCK SHALL. BE 4. EOG DISTANCE IS BEYOND ANY FIHKH'UATMN.. 8.3) IN CAKE THAT PRECAST `STONE PRECAST. CONCRETE OR BRICK PANETS. VENEER OR PAVERS BE FOUND ON THE EASING COAL OR FLOOR. ANCHORS SHAL BE LONG EMOUGH'TO REACH ME AWN STRUCTURE,BENIND SUCH PANELS. (C) TO EASTIN'G WOOD FRI BIDDING SPRUCE PINE -FIR -SOUTH (G-0.35). (G-0.4E) OR. SOUTHERN ME 02 W/ 0 -: O.SS.MIN. -511VO. TAPCON XL ANCINAR5;AS HALNFACIUREO. BY M EUIWEX. INC. C.1) 41NIMINM WSMUMT OF TAPCON A. ANCHOR?. INTO ME MOOD FRAME UNIT.514NL BE 2 1/4' PII'(YUL THREADW MEDIATION. NO EMBEDMENT INIO FINISH WE ERW. SMALL BE CONSDERED AS PRO OF ME RECUM EMBEDMENT. a2) MINIMUM ME DISTANCE (EDJ OF TAPCON ANCHORS. M WIN SHALL BE 2 1/4'.'MlE WIT/RCE IS SVMW ANY FINISH MA IN - CD) IN ,CASE THAT PRECAST STONE RtETJST CONCRETE OR MUCK PANELS. VENEER OR PAVERS BE FOUND ON ME'EUSTING WALL OR ARDOR: ARMORS SHALL BE WHO ENOUGH TO. REACH ME MNN. STRUCTURE BEANO. SUCH PANELS. 10. ANCHORS RWVIREO FOR. MUWON CONNECTIONS SHALL BE AS SPECIFIED ON A'PU IMN.11. NIA 12. 12A I3A I3 -MNK BOLT TZ EXPANSION. ARMOR UAIVFACIURm BY'W1O, INC. -NUS-N'SCREW ANCHOR NANUFADRIRED-BY HIT:. INC. -- -WEWE-BOLT ANCHOR MINUFAL:RIREO BY POWER FASTIMERS, WC. MLNWUN EDGE GSFM'CE AND SPACING FOR'ABOVE MENTIONED ANCHORS SHALL BE EDGE DISTANCE ARDEUSEDNFMS ARE BEYOND ANY F9NMH "MATERNAL -ANCHOR SPACING O 60% ME OKUNCE C 106R 3/4.0 K BOLT.;TZ 27' 9' 4 3/ 1/2-0 KINK BOLT TZ 22 1/2' 7 1/2' 3`1/4' 3/8-0 KINK BOLT'T2' 6' 4 3/e' 3/8'0'KUS-H SCREW 4' Y 3/8'0 (WEDGE -BOLT 4 1/2' ♦ Ip. 21/, 1/2'0 116-X 9SBW M Y BOT 8' 6 5/8.0 MS -I Y'A1011MZ BO7 7 1/1' 7 1/1- 2 1/; II. THE INSTALLATION CONTRACTOR IS TO SFAL/OUILR ALL PRODUCT COMPONENT.EWE 12. I& THIS PRODUCTS INSTALLATION SHALL COMPLY WITH ILL SPECSINOUTW IN W6 BY THE NWSODTIM WHERE PERMO. IS APPLIED TO. 14. LIFTING MECHANISM NOT PART OF THIS APPROVAL. T5. FO) EMS PEED. PREPARED BY MIS MIGIT'EER ISGENERIC AND DUES NET PROVOE OWNS DMATE FROM ME RUED. (D). CONTRACTOR TO BE RESPONSIBLE FOR NNE SELECTION; PURCHASE AND INSTIW (c)' WS P.E.O. WLL BE CONSIDERED 0.Y%LD F ALTERED BY AFY MEANS. (d)' SRE SPECOIC PRDIECTS SFVEL BE PRMAAFU BY A FWRDA REGISTERED ENCI RECORD (EO.R.) FOR ME PROJECT ARE WHO MLL BE RESPONSIBLE FOR THE A DEIECATEO MONISM TO THE 'P.EW ENGINEER, S L STBMR TO. TDS IAITE (0) MTERECORIC.O. PRESTAR RE DATE. AND ORIGINN. SEAL AND SNWAMRE Or ME M. PRODUCT UANUF )ABEL BHAL BE LOCATED ON A READILY NS19LE LOUT FLOROA B16DBD'WDFa OM6.EABEL STALL BE. PLACED MA EVERY OPENING. LABELIN P.E. No. 44167 L `' I aVA, M= WE. THE ANCHOR'S NAN FACTUREF. ONS SHOWN am SHE1:T 9. IKLATED BELOW OR AT ASOAE NENRONED SHEET. EMBMIAEN GROUT FILEDtOR E CONCRETE BLOCK RPM) NOT AL10WEO PFQ :NOT ALLOWED: IM) .NOT ALLOWED. 9 PM) NOT ALLOWED SECTIMS' SHOWN'. ON SMELTS 10 BETTY OR AT ABOVE NENOONED SHEET. TO I00% GROUT FILLEO:OR CONCRETE SLINK' NOT xuD o NOT ALLOWED NOT .WOWED NOT ALLOWED NOT ALLOWED HOT ALLOWED NOT ALLOWED W DN CONTNUOW COSTA WITH ME Buinm MATE WHERE PRODUCT IS TO BE'AWACHM TO BLOCK OR moo MANE BMLDNCS. ANT'' BU4DW0 AND 2ONIN9 REGULMONS PROMED MR.A SITE SPECIFIC.,PRONECT: U. WHERE ME SIIE OF ENWIEER OF BURNING AS Umymmm,zrA rA/iN/d NMa ;ER SERVICES INC.' mTWM SIME1 - 17-244. lIQ'. iL x I v�.aw ouwc r. w • 5)1� 1 Q]6 a2 N9 04 15 sn• a7 us m x onw al yr m • r WA - p P - mr I • PUMA f yg,PLPn' yyyy,� Pld {,•.(PIAY• bpAA {p,Lg $ yp.._ry • 9 `� ( L[R.G ]4r Ima oErA_ 0 nA SLATS "`• a>r L.nl �• fDr) tV ® M ar �nmu�om,ww�m j e uumrvvwnr O.B4SESLAT h4auapeel' OETMB mesnuwnuAuar uur: w.r awca.r CE A a Q en' 1.9W' ina' A �E Sall DE RAIL BUILDIOUTTUBE •H -0 BUILDUTTUSE TI-III�� QD mssnuuvewuirn III wssnuaomwrurn swc�m.r sxrmumwxeatrn 'eouvr.v p 0D ODAA.YCe o U RILL At " QF TRAPPEDANGLE QG 4PBMULLION monx�mwwsurn eocFmlauwaAuo+ 6eLLem'•Y [flltx.r G7 4x8MULUON w�.nuum+nPlLLrn av+ex•r COMPONENTS 4x7.M� r- TQ IM O BUILD-0UTTUBE' amsnlawnauwr �xycue w•r. B 0 j4CBx314'RWIBULDEXTIXSCREW CAbQi 51FFL NNCW.1' (D S/16*DIIWIOuiLDEZTAPCc)NxiANCI1DR' wawa-r i Q YrOHILTI. INC KM SOLT3ANCHOR -wmPxsmu sure vr.r 0"%7 M= m ro• r wi�ia a ` ACETAL BUSHING �� N9PW WMgPINAu) oeanruPr^+ teAPEumuA�.vra IEI6LES��E4AtYHR6itlb 'AmAwuwaunNna ®nnomwAcrasum l� RETAINING SYSTEM• SCREW BUSHING xxcvr.r OK STORM BAR Paa�-mwwnwAum 1O BUILOPIO COOE:(N. LC 17-244 w 2RID ALUMINUM BASE SLAT TUBULAR MOTOR MOTOR BRACKET BOLTS k m: I I I' stPaAlnn - " • .. Td3tn0/3NIN`giYi%9333d a aoam m-w016af v'7arc1'•1S 1Mk ` 1111j11'�'1tlNO/$�."mjSM UWW 3S I"n Qe lr5 nouU9 (a) WZ-(.l �ll3tl15 OtlMRe AS OM �vng g`-7�i" +" 111 g- ') �✓ •1MDWI N311nNs rtOl 3Ml 3L11AYo0 D! 03 n 38.1511n. S{Vs 'ONI S301AN35 il3ll(IHS 1t13dX3 " v.noa oravasMana . aMN5l1 linll �Od oli rNow9aY •a3rnlsxi�sl lm ol1, a31n o3rnlsw S lIs 91is lun o3 N"On l'1 � 30TY415 MS 1/ MOp9 OWMALN00 urs oNev 4oi un03a0Md 'N annN a flits wa6v1p0yr �Ms 1w d0 am(9) 3A1i un l0 IspnpO IIYHS I Am IIAd"Ww AYM 3Nl sntr;n�N. x'rn'HLSAH3N1'....'c/''LI M 03MOT0l,'dot lY SIM 1/: /M IWIS TMNS,NntnM1],(0) u ww9 vM oaNA <IOC a + q'ON d .o-.11. 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UA >: 9/41 B/A 71 6/^©I �a mu rc) LA N 9/A�j (0N3'03 'CAl). _ — I I (pN3 dtl0 ON3 1/r ..dirt ;QN3 dtl0 ON3 a. dtl0 ON3 //A 3 9/A > a 6/A YxUWION SPAOI (SFE SONNE a4 Gans 2A; u t ! V Of ©. OF OR W-2/11 OR OR W-4/13 JR 8 ar' _ R'Z R/B or R'/ �W-1/10 OR W-2/11 OR � W-3/12 0 T SPAN 3 SUT SPAN Mo.. SAT $PAN I I Ma. SLAT SPIN (SEE'SCNEDBLES ON (SEE SCHEDULES ON (SEE SCHEDULES ON SHEET 15) SHEETS 15 4 16) SHEET 15) TYPICAL CONSECUTIVE SINGLE UNIT 'ELEVATION •, �y W/ MULLION -& W/O STORM BARS NOTE-' SEE SHEETS: 2 &A FOR COMPONENTS NOMENCLATURE. N.T.S. PROCEDUR ' FOR SLAT INSTALLATION ATION •IV N A SHUTTER HEIGHT t CASE 1: swrr O HEIGHT E OR MM THAN 11'-0-. APPUV.BLE TO 14STALIATIONS W/O MOW BARS. W/ woRm BARS OR W/ WORM BMSA W WONS W/ HEIGHTS IN, To 11'-0'. (o) CURTAIN SRHD START W/ f1 SIATS AT TOP, FOLLONED BY 12. f]. — THEREMER./ THE VVY OWN. i=H S T I S CONSIST OF ENE (5) SWS OF i SLAT NUMBER. PROCEDURE. FOR ADOYIG SLAB DOWNINARD BEtAW.fl S1AT'SHALL BE CONTINUE _U TV& SOURER HEIGHT 4 COUPLETEO. aWNRTY OF ANAL SW'NWBnt WSTNIED wwBOTTOM SLAT BQIUY VARY MATH SHURERS HIXaT. (C) BOMU MAT08 WST BE &WAYS .INSTALLED. tt CAS IF 21 5NU11ER'now VROLR DVN 11•-0- APPUCA M TO UIMW PION W/O MOW BAN .W0 W/ W WOtS V/ HEIGHTS,URCWTHM 11'-0'. (a) WWNN F MAl� f SART HAUfWMIM OOff � (5) SIATS Of MiBa NIL)MBBER. PR0= E FORAM THE' WAY M)MNG UM OOMAWRD'SUM 11, MAT SHILL BE CONTIWE UHM f10 S T IS IRMM ED. AFTER 110'9 T'IS INSTA11FD, ADOTIOMNL'110-$HATS 1NST BE USED TO: COMKUt THE TOTAL SHUTTER HEWM. (e)-54UOU 5 T(E) UM BE ALWAYS ISTAUED. END S uTs n 1� �_ 4 uTS, b }� 61'�ry�yi. Ui$ Qa 5 Lr, lZ F sc A 'UTS g • 3W (Typ.) o" •'(Typ. Ea. ENV) or l L Mo" PAR (SEE SHEET 42) ®OT®1 AY BU1 w.kCING 1IaE.04 aaET my (SE' MEET 15StON NOTE: cm? ? t=0 V/9 �uTs Sots f] sws airs Zn fm I 1 r III or (Typ. Ea. END) AATS. II ar it II II -R/ 11 O- I I u II 10 D W-1/10:OR'W-2/11OR W-3/12 ORII W-4/13 V/9. B. (Tn.) Mo.. SUi SPAN Noz. SUT SPAN (SEE SONE61JLES ON (SEE SCHEDULES. ON, SHEETS 13 &, 16)' SHEET 151 IITIVC CNJE01 C IIIJIT CI FVATMIN INC. INC.. GAM 91: k ouYac w 0 0 E GEE ANONOR MT(sOiM ES65GwCS1HEEt1EE8aAOTf4 oGORo l. u4E1TsS8I.W, Omllomm Y OYS w 15). 0/8 67 > TAnONS n Min. EUSEDI oc "SEE.ANCHOR . ShiSDO= ON - SM1l M 1 % 17 k 10 Min. GEPARARON TO.O (SEE SDEMM 0/8 E aIMR 0/8 INC. t7-244 wewo EN61'6R14' mcr vol 1. M � . omnrvo � q/5g 1 F%IF7= a ni• aw N^ �, 4NO9 18' 1 94i A) - '. RCONF�. IN[IpA9 20)) i SCM[a6E i af:xElc al 1 7 WALL MOUMING ITMOUNTING p� 0,24 )OSIM FOOD .C. em"UT MOUNTING 0/B 17-244 ouw�Y nm Lvm c SECTION O-A (PLAN) SECTION .0-O. (PLAN) ORIENTATION #1` , ORIENTATION #2 WALL"MOUNT END, UWON WALL MOUNT END MULLION _ (SEE SHEET 20) m (SEE scl E iL ,0 o TRAPPED -MOUNT SECTION R—R (PLAN)SECTION Rt-.R' (PLAN) ORIENTATIONS /1 h' 2 ORIENTATION j2 WALL MOUNT INTERIOR M ON TPAPPED'MOUNT INTERIOR MULLION STALLATION DETAILS INTO MULLIONS G. G1, G2 *ALTERNATIVELY TO HO,,. A $11—20x3/4`.S.S: MS: W/ NUT MAY. BE USED, FOR THIS CONNECTION ow,r nirtw ex.• FLUSH MOUNT, (WALL) BUILD —OUT MOUNT .v SECTIONS 0'-0' (PLAN INSTALLATION DETAILS INTO -EXISTING WOOD BUILDINGS SECTION 0'-D' (PLAN) ORIENTATION /1 WALL=MOUNT'END MULLION '" U SECTION O'—O''.(PLAN) ORIENTATION j U.I. MOUNT -END 6 INTERIOR, MULLION W e �a 19, m tSFE; SEEP J ON SHEET IITOR51'ECvl C MGTMENT 10R`WWD ]ONES 1 I Iiw � 10 j MS FOD1Es�oN1 A I EXIF1iWR O Mln. EO.-�--{OR J/6'4 GLK-M AYCNORS •-_F.D.�—PoR_ If1'tl SOM0-5fT ANCNW6 t. E.D.--MR,]/BY M sou n OWPN90K AKRORS. Pin. EO.--{—{pR 5/19 a T K N & IApI o.G "Q � � (TtR.. tpa/RIRrdII. IO G` 1. tf2"xl, t/]'i0.06]"vTA}R: A'Lu. W..W '.A Wf mca W/ 5/16b TA Ns,X W/, Mn.. EVRmNFM^ • /T ]. 1/� fft. EMBEDUENT O ]4' e.m R� OR' O K £%KNOB 2 r2'ai/B•aO'-s• (6065-M.ALLOI AtUM1NW ZN a PA SIDE W/ (2J 1/4'P-IW/1 BW VRDEX 1 SCREWS 10 S10kI] BAR �—(Typ- TOP @ BOTTOM) I S- S, o�mmom w�io waoR DETAIL A anet lm LC eelN/ta Iurt 17-244 s»m e:nm / ' W. 0/8 c R/8 c R'/8 OOR GT 0/8 or R/8 or R'/8 'W;'A"SION 3ti351/R10'-4' R...TB ALL011 um. 4'.ANOUT,El SIDE W/ f2) 3/4'P 11 BOLTS t0 LM31O.N &- 11W1K BOLT TZ E PANSION ANCHOR W/ 8- Ain: EMBEDMENT TO, POURm CONCRETE (Typ. TOP '& BOTTOM) XMWR SECTION X1-X1 W/ n " ,(END & INTERIOR MULLION) (W1 ORIENTATIONS (6'x4-) W/ I TO F OYP. 3 V A,l 1 XT 1 10' L3'j3'.I/210'-B' (6061=TB ALLOY). L313'xl/2 .0 8'.(808T-Te P110Y) (m. TWACDDI) Alum. AODLE EA SIOE W/ 2) 3/4'0 Aum. mar EA SIDE W/12) 3/4'0 11/2' THRU BOLTS TO MUWON �I`. & (I) THRU BOLTS }0 MULLION & (2) p 3/4'0 KWK SOLT MEXPANSION it 3/4'o MWK BOLT T2 EIIP 50N 2' 2' ANCHOR W/ 6 bin. EMBEDMENT TO ,y POURER W/ 8' ItW. EMBEDMENT TO POURE) CONCRETE (Typ. TOP & p 3- POURED CONCRETE I 1' SECTION --.X1-X1' W/ G • BOTTOM) BOTTOM) PDURm cmi6lipTE END- MULLION ONLY) 1, (INTERIOR MULLION ONLY) (re . 3 Wo" uln,) (END & INTERIOR MULLION) {. B• W . THICK REO'D: (W/ DRIEMATION d 11 ttE SUB I I I I I I I �. ALTERNATIVES SECTION X1-XI W/ � � s IF APPLICABLE (6'x4j (l7/ ORIEMATION D' 2) FOR (2) 3/4 a RYA( BOLT TZ EXPANSION (4-61 uen. ED. ' 1pn. E.D. ANCHORS O DIERT R WLW ® ✓' (ORIENTATION 12). ,D' Aid 'AND. BOX NOT SHOWN FOR CLARITY: ' Wn. E0. Min ED. OR-(1).3/4b IGM BOLT TZ EXPANSION Q ,. - ANCHORS O ENO AND DITEROR MUWONS 4 CE iLORNA BUILDING CODE (N. Wgh Velocity BuMl c Zone ©M (0cm A11ON./T & 02) AND `Y j 0201T rtIICO'MC: Nautilus ►r { '/ff pgAu et. END MUWON 00 (ORIENTATION 12) '* f 4416 •� _ - it jr��(j{µS FLOOR TO CEILING ITRAPPEDMOUNTING: MULLIONS(G) OR�, RODlgy9�vNer3jsfam m/2yT SECT)ONSW1 i ��. EC-�dMc. mrt at.4;��.@y y Hurt. rzsn p a TNwncwma cvur.xr EX ERT SHUTTER SERVICES INC. w. ra w`in° ulv.. leeaW.xx. atpna+L sx¢+ 17-244 END & INTERIOR ' TRAPPED MOUNTED MULLION INSTALLATION '-s/JVq EN6�� '111 ��` �`; - "° $WE'1W-1 rind A 1W!b. P£ / P.E 94M. L lOAIf RM 1k. I'MIL2 _ _ r 'flail I00a W. E.D. r'(SEE. SCHEDULE EDGE A Y A 0 n A 0 9 ELfie GLASS AR F.. �ry , A Y A G Y 0 A 0 hZ Fo tl tl 04 ¢q 0/8 or R/8 orT R'/8 i mP. / EWE OF stAS1 Nw E.D. 6�SEE SCNEOULE PRO. to. SCHEDULE ALTERNATIVE SECTION XI -Xi W/ nN t 1/3' Ot (4'x6° INTERIOR MULLION ONLY W/ ORIENTATION #_2) I tn. ((t) MA1gPS17- . 2. 1'.311/.•N'-8' 1 6' I (SQ,SCi4DIPE I3) 2* (6081-i6 NLOh� I ALTERNATIVE SECTION X1-X1 W/ (R' Q/8 Or R/8 or R'/8 i imvlh WP. E.D. SCHEDULE SEE VG EDULE 11. FLOORTO CEILING I TRAPPED MQUNRNG i MULLIONS n OR SECn0NS W-1 06I-T6. ALLOY) Nu . IDLE.L\ SIDE W/, 3 t YO:EfOjQ SOM TO IE _____ woft 1 & OF SLAB si 6 e- F aMDR APPUC56LE 1 (a) ANCHORS ((SEE -SCHEDULE /I) IeI I• ALTERNATIVE SECTIONXI-X1 WLTR • (ex8• INTERIOR AND END MUWON ONLY.. A) Try -,ND. S I DE RAIL�O AND SOX NOT SHOWN FOR 'CLARITY p(WERDR) & ' Pat Y pinXav) VAPRED uatmQ.wums U SDIEDU E le M @SEWAIIW CASES I. 1. e D DI SIB YWk'N 9'AC316'MD. vm RWrA W* AFEAIENNL N0 C01WDlCUL 3PPt1L1TMNS " ItM pit: YADYW ASD..DFSWD.RIYcSSNYcRAIM.,. SEE S DSkM #I &J SP R AO SEE SO4g2ES II 9./2M ADDEIpYI SPECS -i - REVOMK AKO.C;NLRI]11 µTT AMI W/ MA. pit. YAMNY A". ELWI fl6sNE MIA 6-0• ll ID Y12D04i SPA= SEE S WAM It & 12 M AWPWUL SPECS. Q - COYYEPCAL /M)CLT2W M it= W. Y•)ONY AS DES1D11 tMSURE IDTiA 6•-0• YL®blY V SPACNC SEE SOiE_ ES It a 02 M 01001OO1 II'SCHEDULE /1 IIWCA IION� DW. SW iw�Gell� II I R MC t SIIt (M. la. e.Milph YTA Dlfi gT 11 ANCHOR /6. P 0.i MIMDi ® ®n()uWA 2I12' 5 Sjl / camrtarox p.� 5 �• nY wlP WC IM-H SO a tn•. Po IASIENL9 -.6MI INM315Da (dD,e WRNNP)MAWII ]• 6• Fy / OsOcRx wY /te n•. IMR M WDR BOLT U W6�1➢0.©a ®SnEPVI Y (SNO YK1pX.N/. ] In• S In• =//I�ENIAPON/i) 5. r n•. wul:.5% wrs=H a 1�1 • roww PASIF)D11 - BOLT tOR Y OR [,110,011 ]• 6• IIENB N/ OwFMARoux MNS IOR 3. " n•• IOLP-. PM MlA(' BOLT R OR L i0a O e MIFR011 W//gOpllApOa 12).. D . H W/ ] 1/C i In• D 6 In•• wLT WC NVS-N SCPEY OP'. 1nY Po IblM2a [_5. VA K) M SFE •NOTE CN SCH�e'.6 3e MtN TOa DN Y WIPAMR uLALONb O Y FFYY ]• 6• / OWEVYPOr6 /I OR /L SCHEDULE /2 IXSfIW110M WL StIS ilOMF54 - YIWOa ME Y 9D: (M. l0Y a BOSSOIQ - YM. ANCIwR ICl CE FIX [Q cAvs Mp'p. .I O1M� .21Dtl 2. S. Y D .• S/B'. H SL'aCN'e !/BY VONW FAMER 2 Vr 7 1/Y EIARNA ENJUNG CODE M. Myh V.IaOltV H.Mi. 2ere; CM17%XOO PMs. Nautilus SEv.rSp(emL ECO LFFXP,!ERTSHUTTER' SERVICES INC. '625 SW. Mtvame SIaELT 1]-244 m..c• • 9i¢SIMVM EDGE Y APPUCABUI 2'AYULUON DEPM,1/6- Co I. 7 3/4 ALUM: TUBE (TOP & BOTTOq W/ 1(a'P.3/+' DW BUWIX TEN St3tEL5 PCONS XL W/ 2 1DfJIDAM :e0.Ow m Van 5/16b L/9' W/ I' O WIN. E.D. 2 1/6• Wn. EMBEDMENT 0 24' MO. xASHER 0;24' na Iw n to .1� 1„ I (/2' EDGE IF ARPUCASLE-y 1 � , I ---- ,•. EOGEV tPPUDABIE POURED 7 3/4' VI,E.D. _ 2.- CONTINUOUS 7' CONCRETE (fe , 31a Yn) Io• I I z �. 7 3/4' A E.D. 2• B- MDL THIN IMO , 2, � � 2•I 1 I I POURED CONCRETE ksi POURED,] CONCRETE w 7 3/4- '.,EQ (1.C7- 3 Ion) 'REO'D. E Y;n. ED. '. EO. I 8- AOn. THICK (Pc,. 3 kSI Min.). 4' MOM y B Mln.'ITHICK REO'O: I 8n, ©OR.6] n-. D(IQtIOfl Y G OR G© 2•t - t• G OR @G ' tl I • 3 4 Nla E. 2` a�8 n 1 Q 8' Of 7 / t _7 _ 4'N13/B' y RR88r u I % 1 RR8'Sor 1--- i � ,`] LE GIVOL ME Iri�PU=1B N6um. ANGL61-76 E / IF APPUUBLE� T, EDGE z�j n 1 EW60NG p Win I O'(WALL MOUNTED SHOWN. MAY BE SECTION-X2-X2 W/ CGi OR ALTERNATIVE SECTION X2-X2 WOR / (G) O 08 Otlss I 1 ALSO INSTALLED TRAPPED MOUNTED (END & INTERIOR MULLION) 3$ tl ' PER SECTION R'-RON SHEET B. ) &INTERIOR- (END MULLION] ORIENTATION: jY!/ A11 W(/ ORIENTATIONj_f_t_IEN • N 2)2) " a 1/16•--\ j4°z6' or 4'x8'� z-- mn. d0 1Y _ ALUM. 1 1/2-x1 I/Yx0A3/4* (6*X4''Of 8'X4j 7 3/A• -- - ¢ rNf. ANGLE W/ 10 U J+' ITO MOi. E.D. 24* E, TUBE, TEK SCREWS 0 2+' ar. TOTUBE •SIDE PAIL 0 NOT SHOWN FOR OLARITY 7• CONONUOUS POURED I 10 1 CmxRETE'((c = 3 w Mn) 7 B' Ma. TMCK-Farm \ 1 ® I I, /WIIWI D1P:12 1 1/2- 1 1/2- Drv,.lrolemle6 7 J14• UN. CO. ED- -FA 4'x4'y3/B'N'-t0'(BOti1-18 ALLOY). M.-. AHOLE �l•/d•:� EA SDE W/ (2) 3/4-0 THRU SOL,B TO UUUUON ANCHOR ,1', pv; �;• pENg •y F)AWDA"BUMMD CODE ftP Rqx Velocity ll H ..z h.) \. \ & (2) 3/4'0 KWC BDLT T2 EXPANSION W/ 5- M;,,.MEDIUM TO POURED. CONCRETE WNL MP. lOP &BOTTOM): • { C 4 NO.4416I . :- ewn mllm nM.. Nautilus °"L W ENE g APPLICABLE " OR RoRing9mff rSy hm ne/�•/n WALL MOUNTING; MULLIONS POURED CONCRETE WA sEcnONw-z 9 '•: / 4V O A ��•S�/yWe*,� Ask_ T1� �t�xc a exo xlcawc caxeAxr ,zEXPERT 49t .. x.. a Ex SHUTTER SERVICES INC. IGO s.W. VLTI S1MF.T- tMrt 17-244 END & INTERIOR WALL MOUNTED MULLION INSTALLATION \ \ =-- 0I .•may uaeca0adam ®�ne1 P nor4. t�>W. emcee a, t3.951 ei nunw xe SCNF: 1/B'.1• - `Gkc•/L.-4 P.E RM. [•/%OIN( /OAIE Iwaw U. •�e2. - vett It nta I 1/� e.0/4- DIY B040E'Y t SCREWS W/ I. O.DiGAW" OCVWZfDSIEEL WASHFR 0 24' ox. EDGE -IF APPIJ 0. LEI 9 4/2- Wn. CO. -- EDGE F_'IF APPUCABIE� 71/2''MI ED. Mi ��� POURED:OONCRETE n.) 4'.E RIEO.O •,iTHIICKNESS DOF7EOR a, 1/2' y I \.� / u (Yc = S ksi Min.) G OR CQ`fIINU0U5 POURED EO. G.. ENO CAP 4 u+ 7 1/1 INS oONCREM (rc - ] Id Mn) i I 7 .t/z' w,. E. 2• 7 1/2 M I ED: p 2- Min ED. . F 6 Mn. 7NONE55 4- 7 z REO'0. I OOR GI ECCE•Ir AwaU_vstEJ uum� u6GtE FOiI».:SIOE. EDGE V MI PUrlg .J BN ALTERNATIVE' SECTION X2-X2 W!'(G7.OR (Q • ALTERNATIVE SE ,(INTERIOR MULLION. AND ® I 9. (WI ORIENTATION & 2), If RI 0/& ar I 0/8 or (4•X6• or 4'x87 u g R/8 or , I R/B or u�w W/8 i I RI/80SEE MAXIMUM Gg)(INTERIOR). & © (END. & INTERIOR) WALL 711/2*0 WALL MOUNTEDSHOWN, NAY MOUNTED MULLIONS SPAN COVERED BY SCHEDULE.2b' FOR INSTALLATION CASES T & N' ON SHEET 25 eE.AL50'NSTD ID TR/. MAY (LIMITED LOAD, MULLION SPACING AND SPAN INSTALLATION):MOUNTED PER SECTION R'-R' ON SHEET 8:), 17STN1ATw CASE r - RESIDENTIAL AND COMMERCIAL APPLICATIONS WITH *60.8' P.D.f. wa ED i . i/2"zO.062%C0NT. ALUM. MAXIMUM A.S.D. DESIGN PRESSURE 7 1/2' ANGLE W/ t/4•Dx1/4• ITW BUILOEX RATING, 12'-0" MAXIMUMIMULLION, DIN. ED. i' TE( SCREWS 0 24" o.. TO TUBE SPACING. VALID FOR CONNECTION TO 1 1/4' - CONCRETE W/ HILTI INC IkUS-H OR POWER FASTENERS WEDGE -BOLT ANCHORS, I J tI I ® INSTRIATION Cog W - COMMERCIAL. APPLICATION FOR ±100.0 7. 1%2' WH@AAA1S PGUR6D L4'd'4t/44O'-6'(W61-T6 ALLOY) Aum. ANGLE m CO. �C�IE (rc -"3� — ED EO E0. SIDE W/'(2) 1/2•0 MIS EOLTS TO MULLMN Hn) 6• Mn. TH \ & (2) I/2"a KWnT 8ET TL EXPANSION ANCHOR' SIDE. RAIL NOT .SHOWN FOR CLARITY \FEO'D: \ W/ a I/4• Min: ENBEDMEHF TO POURED CONCRETE 1 . Al TI .- EDGE IF APPUCPBLE W'`M• (rm. TOP &BOTTOM), u.�s.<- fLORIDA BtAMNG CODE.: Dien High Velaity Hunke Z.10 WALL MOUNTING'cMULLIONS CGS ORM. %,, e1017 Arco We, POURED CONCRETE WALL t No.44167 f - 1. Nautilus SECTION W-2 (f RolilnyaDWMorSyibm nY+r/n IL ECO'EMe on. 0END & INTERIOR WALL MOUNTED MULLION INSTALLATION'* � Un ¢mBe . dPHCLWNe eP ., Exj ERT SHUTTER SERVICES INC. O i \C 114�, .:.>omsn E=n •�'a�am ( I� S.W.LiXMIME nMtl 17-244 LICABLE TO A LIMITED LOAD, MULLIONSAND MULLION SPACING INSTALLATIONSesj�j��) EH6,0� ^���' 'BCAlE-f/B'.I:. SY�c•uu.lc�niPPm4Ir naaa l4-.I wtn vim lava Lin. Min.- ED.--I I I — * min. DaMOR i� MK 80.t jjjj EXPA\51DN YV 42). Oy KNIK BOLT TZ EKPM=N EWOR MUWON 0 EDGE EF 8ID � I EDDd R 23 i ff MNGHE 6 TFPIIUEIE _ FOR (R) ]/{'0 NWIK BOLT TZ Eg N N Ns: EA. Nm. E0. ANON0115 ONUWQdOR WLWN (OPoEMADON �Z). Yln. ED. Yln. ED. R (1) 3/A' OEa 01 BDLT ]j EXPAN51DN M'CNOR ND NULNON C.'D (OflIE1RATINON5.11 FLOOR TO CEILING /TRAPPED MOUNTING: MULLION. G? SECTIONW-3' END & INTERIOR TRAPPED MOUNTED MULLION INSTALLATION ' M1 Is SIDE RAILg AND BOX, NOT SHOWNFOR I EOMENE TO TOP & 17-244 a¢r n.orxa SEEMAXIMUM (a (INTERIOR) TRAPPED MOUNTED MULLIONS SPAN COVERED BY SCHEDULE 1D' FOR INSTALLATION CASES 1. Ta'& U ON SHEET 25. 1. (IMNED.LOAD; MUWON SPACING AND SPAN INSTALLATION): INSIALLATICN CASE I. RESIDENTIAL.AND;COMMERCIAL APPLICATIOI' WITH t60.8'P74 MAXIMUM 'A.S.D. DESIGN I' SEE `SCHEDULE 81 FDR,.ADDITIONAL SPECS. DSTAlATX?t GAS fn RESIDENTIAL AND COMMERCIAL APPLICATION BMW4l/ t60.8 p.s.T. MAXIMUM A.S.D. DESIGN 'PRESSURE RATING; 8'-0' MAXIMUM MULLION_ SPACING: SEE SCHEDULE 81 FOR ADDITIONAL SPECS INSIAUAMCN CASE;H COMMERCIAL APPLICATION_ FOR 2100.0p.s:(. T 0'/8 0�/S ALTERNATIVE SECTION X3-X3 W! �(W/-. ORIENTATION '.A 2(2.0- INTERIOR MUWON ONLY), • SIDE RARITY. BOX NOT SHOWN FOR CLARITY. mr. B)GE'OFSTAB IEBEE OF 54B I APFlKABfEI 6 APPU U Min. U. mlc CO. "(SEE Sb mu It SEE SCHEDULE 'j_ FLOOR TO CEILING/ TRAPPED MOUNTING: MULLIONS Q SECTION W-3 ,SFAI£ 1/8'.- I' i A. il(VT 4F No.44167 SCHEDULE 01 INSTALLATION MIN' 5 B THICKNESS ANCHOR TYPE h SIZE YIN. ANCHOR MIN. EDGE - DISTANCE FOR CASES REO'D. (TTP. TOP GBOTTOY) 'EMBEDMENT ANCHOR S/8-0' MM INC HUS-H I 4' 7/5'�OPOwER FASTENER 2 f/2' S 1/2' .EDGE- EOLT ANCHOR 1. 4. WI RTI. INC X. 1/LT 2 1/2' 5 1/2' R D 8' 1/2.0 HILTI MC K'xM 3 1/4,' 7 1/2' BOLT TZ n S Xl W/ x i/4/ 1/otil/4' " emlLEa TEX 3fFEws 24' o.c. W/ I' O.Da08E0' CALYAIS m BTEEL wASItEB o 24' e<. FND CM' MAY BE )MOUNTED SHEET 8.) 'X7 1/27x0.082'.0011E. ALUM. E W/ 1/4%3/4' ITW BUILOEX SCREWS 9.24: o:c. TO TUBE. OONCREm (Ec - 3 ki Mn) � I I " j a, Ms TH Rro'd I 7 ® � I 7 3/s• Milt ED. \ EO--EO 1�ti]/B'aD E.l-9DE W( p Y (2) 3/4 P W/'S' Min I LOGE IF'APPLNADLE wmL (inp. WALL MOUNTING !MULLION POUREDCO ETEWAIl SECTION W-0 ME 1F APPUGBU 7 3/4' Min. E.D. -- POURED CONCRETE (t'. - 3 kst Min.)`' 8' Min. THICK REO'D. 7 3/4• Min. E.O. 4. 4 4$/A' (6061'=1 um. ANCIE EA. it .EDGE IF APFUCFBLEJ SECTIONX4X4'W/ LEND & INTERIOR MULLION) ' (Vl/ ORIENTAl10N'� 2)i (4'07 • SIOE'RAILC0 NOT, SHOWN FOR CLARIT orov Dua. Tm ceAx•/n7 INC. n 17-244 w® r v. wm T3vx 2"WUWON 'ALUM. TUBE 0 1/2" _3 v F n. ED \����������\\ cammuous POURED CON mE (re . J w IM) is 8',Mn. THICKNESS �ry fEQ'D 0� So Ow. To?*W 4 BUIDEX TER 6CRErv5 0' Fi MMUD. STEEL wR. DWALL MOUNTED SHOWN, MAY D E ALSO INSTALLED TRAPPED MOUNTED PER SECTION 0'-0' ON SHEET B.) MOUOR. 2'.0.062'ACONT. ALUM. 1/4-0.3/4- 11W BUILDER 0 24" o.a: TO TUBE. /ED. FNBEDMEM MIN WI,2Jedn TO OV6RED CONCRETE WNL (iYP.'TDP ti BOTTOM): ME, w MPuwIE CONDNUO s POURED 1Q CONCRETE (re a3 61k). 0 8" Mn THICIMS5 FWD. WALL MOUNTING: MULLION ; 1 POURED CONCRETE WALL SECTION W-4 - INTERIOR WALL MOUNTEUMULLION INSTALLATION * C' A� =90 APPLICABLE TO A LIMITED LOAD, MULLION SPAN AND MULLION SPACING INSTALLATIONS SGNE: 1/8" a I" P.E EDGE IF APPUDAMLE� 4 J/B" wry E.O. CONRRUDUSErE(POURED D W COtNFIE (PD MD) L 8" K.n. TMONE55 REOD. EDGE IF APPUCAM SECTION X4-X4.W1 ,(INUM jULLIINUMOR MULLION) (WI ORIENTATION M 2TAT11yj/OORIE N d 21d 21 (2Cs71 COVERED. BY SCHEDULE'2b' FOI 11' ON SHEET 25 (LIMITED LOAC SPAN .INSTALLATION): - - - MAW0ICN CASE G — RESIDE14 45E B' — COMMERCIAL API IM A.S.D. DESIGN PRESSUF .LION SPACING. ..VAUD'FOR / NILTI INC KWIK BOLT TZ NOT SHOWN FOR CLARITY 310D.0 . BUDDING CODE M. B gh Vel.Ity ll. T Ow.2ane; r Nautilus RoDlwg ShoTNrsy.t � oV+Vn b1 .SHUTTER SERVICES INC. iexe se.. e1TR0R[ maTT.r GVDT a: wDr. R e.ReA. mat rn.ob. iu n,<m 17-244: wwio r` vm 1Nv» STEP 1: OBTAIN JOB SITE-SAS.D. DESIGN PRESSURE RATING (P.e.l.) FORTHE OPENING AND DESIRED SLAT SPAN'C (R)TOO PROTECT IT (SEE GENERAL NOTE 02. SHEET 1). STEP 2: ENTER TO CHARTS (la, Ib &.lb') THRU IC ON SHEET 15 TO DETERMINE, BASED ON AN Ire SLAT SLIP Qb), ANCHOR TYPE AT SIDE RAILS;AS.D. DESIGN PRESSURE RATING(P.s.1); THE REQUIRED" MAX SLAT SPANT& THE FOLLOWING INFORMATION IS PROVIDED AT CHARTS I.. THRU IC TO PROCEED WITH PRODUCT INSTALLATION VERIFICATION: • ENTER&S.D. DESIGN PRESSURE RATING: SEE STEP (1) ABOVE r FORA SPECIFIC PRODUCT MOUNTING INSTALLATION TYPE, INCLUDING ANCHOR TYPE. THE FOLLOWING DEFINITION FOR SLATSPAN SHALL SE CONSIDERED: LP ' THIS IS THE MAXIMUM ALLOWABLE SLAT SPAN FORWHICHA GIVEN IM'SLAT SUP MAYBE USED; FORA GIVEN AS.D. DESIGN PRESSURERATING. MINIMUM REQUIRED SEPARATIONTO GLASS IS PROVIDED ON CHART la: PROVIDES SEPARATION' TO GLASS FOR PRODUCTS WIO OR W/STORM BARS (SEE STEP 4). STEP 3:OBTAIN INFORMATION ON PRODUCTS SIDE RAILANCHOR SPACING REQUIREMENTS FOR _ CONNECTION TO EXISTING STRUCTURE FROM ANCHOR SCHEDULES Va. Vb'& VV ON SHEETS 16 STEP 4: IF PRODUCTINSTALLATION INCLUDES STORM BARS, MULLIONS OR STORM BARS & MULLIONS, THE FOLLOWING MANDATORY ADDITIONAL PROCEDURES AREAPPLICABLE PROCEDURE 4e IF STORM BARS ARE USED 1. MINIMUM SEPARATION TO GLASS FOR SLATS IFSTORM BARS ARE USED SHALL BE BASED ON CHART lc, ON SHEET 16. IT SHALL BE MEASURED FROM BACK OF SLATS TO GLASS. 2. ENTER TABLE ION SHEET22 WIAS.D DESIGN LOAD; STORM BAR SPACING AND DETERMINE MAXIMUM ALLOWABLE STORM BAR SPAN (HEIGHT). 3: ENTER TABLES 2 OR 3ON SHEET 23, WITH A.S.O. DESIGN PRESSURE RATING' AND STORM BAR SPACING AND DETERMINE APPLICABLE OPTIONS FOR STORM BAR CONNECTION TO CONCRETE TOP & BOTTOM. OPTIONS PROVIDE ANCHOR SPECS ATANCHORS.TYPE LEGEND FOR VARIOUS. ANCHOR TYPES COVERING PERMANENT. (ANCHORS A& D) OR REMOVABLE (ANCHORS B &C) INSTALLATIONS & A CHOICE OF 2OR 4'ANCHORS PER CONNECTION DEPENDING ON LOAD AND STORM BAR SPACING. P.E PROCEDURE 4b: IF MULLIONS ARE USED BUT W/O STORM 1. MINIMUM SEPARATION TO GLASS FOR SLATS IF MULLIC A GIVEN CONCRETE FOR A GIVEN MULLION TYPE (4PAQ). 'F:; & PROCEDURE46: IF BOTH STORM BARS &MUWONS ARE L 1. MINIMUM SEPARATION TO GLASS FOR SLATS IF BOTH: SHALL BE BASED ON CHART Ic,ON SHEET IS,'ITSHALI GLASS. 2. ENTERTABLE ION SHEET 22 W/A.S.D. DESIGN LOAD AI MAXIMUM STORM BAR SPAN (HEIGHT). SPACING. 4. S. BEE SHEETS ID, 1CA. 11. 11A 12, 12A, 13 &'13A FOR BOTTOM FOR FLOOR40 CEILING jLRAPPED)QR IN,FOR A GIVEN MULLION TYPE(®, 8 ). SHALL TO BAR SPACING AND DETERMINE PROCEDURE PER STEPS 1 THRU 31GSIMILAR FOR IASTALLATIONS INTO WOOD FRAME STRUCTURES. SEE SHEETS 20 & 21 FOR LIMITATIONS APPLICABLE TO INSTALLATIONS INTO WOOD FRAME STRUCTURES. 1 a INC. SLAT PERFORMANCE CHARTS Ia. Ib, III' & IC: (ONLY VALID FOR 1f2" SLIP) FORA GNEN&S.D. DESIGN PRESSURE RATING (p.B% PRODUCT MOUNT CONDITION INCLUDING ANCHOR T'PEAND FOR INSTALLATIONSWI OR W/O • ,R(1RMRGRS ,.. .. . CHARi.Ia CHART'IbCHART Ib' CHART IC .�R LOAD USE 1U10DC1 POSINE ASD: laa VALUE 3I8"O KWIK BOLT 3 ANCHOR POURED.. CONCRETE' 5fI6'O TAPCON XL ANCHOR 5116.0 TAPCON XL ANCHOR roDwnTumWL OXWn1E IBOOt ro.Fwmn omTnnc.. }W4 DAESO. MAX:' SLAT SPAN 'LMAX" (Ft) SLAT SP ' (FT) MAX. SLAT SPAN.. "LMAX.' (FT) REQUIRED MIN. SEPARAI)ON TO CLASS. MEASURED TO BACK OF SLAT ;(In) 'RATING: (P+O YDINB' ' m IRAu MWW as.wm 4 �1Eq.7urt���1T(B' s7fmdi MOIwr wJ© Is Amu • _IIOIM was IfN19rt wm A 1Ruxr lr/�/© RX lam t )IOUNf Rf: rein ♦ uppf fs m s s I£�9t4Ir SC .rdxoAm • u0.art t/Q to imv ♦ W STORY 1� fWtS. 94A Nate W.'SIOfW 1a flWS xem4xurt :3DA 20'-0' 15'-4' 20'-0' 20'-0' '20--r 15'-4' 20-0' 181-0' 20'=0' 15'-4' 181+0' 151-6' I' '14 1 21 6' 7' 35A 2W-O' 15'-3' 20'-0' IB'-a' 2W-O" 15'-0' 19'-0' 16'-S 20'-D' 15'-0" 18'-0' 'N'-0" 1'- 14 1/2' V.7'- 40A 2010' IW-2' 19'-7' 16'-V 20'-V 1C-5' 17'-P 14'-101 lB'+11' 14'-5' A4'-10' 12'-91 1' 14 12' A. 7' 45.0 20'-0" IT-T 18'-0' 15'=S 20'-0" 14'-2' AV-0' 13'-9" 1 17'-4" '. W4 2' IN-9' 12'-0' 1. 14,I 2' 8' 7' 50A: 20'-0' 14'-10' 18'-9' 14'-2' AW-1' 19-1" NW-10'. 12'-10' 16'-2' 13'-1"- 12'-9T 111-0' I. -14 1 2' 6" T Sl0. 20'-0' 1P-w W-8' IX-4' -9 12'-1' 151-0' 12'-4' IV-0' 10'-6' 1' !141 2' .6' T 60.0 16'-S 13'-B' t4'-9' 12'-T( 16'-9' 11'-9' S IT-2- I1'-5' IV-2' 11'-B' ll.- 101-01 1' 14 1/2' 6' 7' 18'-4' 12'-11' IX-11- 11-11"W-11' 13'-4' IV' 0' 110'-IW 9'-e' 1" 14' '61 7' 70.0 17'-4' 1T-1' IT-3' 11`4" 151-T IW-6' If-10' IW-4' 12'-9' IW-6' 1D'-Y 9'-w 1' 131 2' 6' 7' 75.0 18'-8' tl'-7' 12'-0' 10'-10' 14'-3' 10'-0' 91'-O W-11' 12'-D' 10'-0' 9'-10' W-10' 1' 13 'T Y r 7' BOA 15-9' it'-07 12'-0' 10'-5' 13'-7' 9'-5' IO`_IO' W-7? 1V-7' 9'-5' I V-3' W-6' 1"- 13' .6Cn 7' 55.0 16'-0, 10'-6' ll'-07' 10'-0^ IX-0' `9.-3. IT-S W-3' IL'=2' 9'-Y 9''0^ W-3" 1' 13' '8' 7' 90-2' A 14" 10'-1' 11'-2' 9'-B' 12'-V W-10, 10'-r 8'-il' ,10'-9' 8'-10' B'-10" 6'-V 1- 12 1/2' 'S"p 7' BSA IS-5' 9'-8' 10'-0' W-4' '12'-U' W-Y 9'-9' W-7' 1P-4' 8'-Y 81-6' 71-9' 1' 121 2! 8' 7' IOU 12'-9' r9'-4' 10'-S 9'-1' It'-B' 9'-5' 8'-4' 10'-0' 8'-4" B'-F 7'-W P W w 7' f010 12'-2' 91-0' t0'-I' W-9' 111-3 8'-0' W-2' 8'-2' 9'-8' 8'-0' 8'-0' T-4' Y 11 1/2- '8'. 7' 110A. 1T-7' e'-8' 9'-9' 8'-8' 1 10-11' T-10' W-10' T-11" 9'-0' 7'-10' 7'-97 7'-2' 1' CI t 7 67 T 115A ll'-1" W-5' 9•-e' 8'-4' 1 IV-77 T-r 6'-0' 7'-B' 9'-0' 7'-8' 7'-8' 7'-0' 17 11 1/2' d6'N. 7' 12" 10'-B' W-1' W-3' 8'-2' 17-3' 7'-5' 8'-5* 7,-6' 8'-11' 7'-5' T-S V-10" 1: 11' 67' 7' IMLD 10'-2' 7'-9' 9'-0'. •T-11' 10'-0' 7'-2' 6'-2' 7-4' B'-8' T-2' 7'-3' 6'-8' 1S'�. IF 67 7- 13DA 9'-t0' 7•-6' 8'_9• T-9- ".-a.. T-O' 8'-0'. 7'-2- 8'-5'. T-O' T-2S: W-6 1• '10 1/2' 'SLR 7'. I= e•-5' 'T<2' W-6' 7'-7' 9'-6' 9-10' .7'-10' '7'-1'- 8'-2' e'-t0'' r-v _ W-5' 1' :10 1/2' w 7' 140A B'-i' K-I1' 1.-4' 7'-5' 9'-1' T-8' 6'-11'. 8''0° V-f07 6'-4' 1' 10 12' 6' 7' 14SA B'-.10' T-2' T-3' 'B'-1D' - T-e' _ T-10' _ _ _ 1" 10'- ST. 7'- 150A W-6' W-0' 7'-2' W-6' - ] -4• - 7 _9. - - - 1' 10'" V. T 155.0 8'-0' 7'-10' T-0' 6'-p ] -2' 7•-7' - - - 1" 10' BS. ]' 1610 6'-0' 7'-6' V-10'. W-0' 7'-1' T-6' Y 10' fiT T a 1. ABOVE INDICATED MAX. .SLAT SPANS MAY BE USED AS LONG AS ANCHOR SPACING SCHEDULES ON SHEETS 17 8 18 INDICATE THAT AN ANCHOR SPACING IS AVAILABLE FOR THE CORRESPONDING SLAT SPAN AND ALSO. DESIGN PRESSURE RATING. REOUIRES KMX BE T 3ANCHOR FASTENED TO EXISTING STRUCTURE WITH POUR CONCRETE R GROUT FILLED LED CELL L PCONCONC XL ANCHOR. NTO POURED CONCRETE DR GROUT FlJON CELL CONCRETE. BLOCK, OR WAN MOUNTED, TEKED, SCREWS AT MOUNTED; A CONNECTION. MOUNTED. FOR WALL MOUNTED, TRAPPED MOUNTDX AND BUILD -OUT MOUNTED. 3. MAXIMUM SLAT SPANS FOR INTERMEDIATE LOADS. MAY BE DETERMINED BY UNEAR INTERPOLATION BETWEEN END VALUES. 0 m17 Is 17-244 M. Y Am? IS.. WALL MOUNT OELG<1- SLAT SPAN RANGE TOM 0"-44T > 4'-5'? > 5'-eV > W7' 7 ! V-9' 1 > 9'-}a'1 > 12'-IB'F > 10'-20'T' is J0.0 9' 9' •.9• 9•. 9' 9' B' 9• >41-a0 9' 9' 9' 9• 9' 9' 7' 5 5/8- >6I-60 'g• 9" 'e' S. a"' 8' 5 5/8" 5 5/8' >81-1M 9' 9' 9' 9' 6 1/2- 5 5/8' - >111-It0 9' 9' 9' 8' 7- 6' - - - 7' - TRAPP_EO MOUNT oESrN - - SLAT SPAN RANGE 0'.-471 > 4'-$•T s 5'-6`1 s 9'-711 > T-9'Y >9'-12'.T' >12'-16'1 > 16'-20'Y- 9' 9• 9•. 9' ii1-eo -9' 9' 9. 9` 9' 9' 7 1/2" - - - - >106-120 9" 9' 9• 8 1/2- 9• - - - >121-110 .9" 9' 9' 7" - - - - >141-166 :9` 9' BT 6- 9UILD-OUTMOUNT SLAT �SPAN� C SPAN RANGE - p' PrIESWE 0'-0-T > 4'-5' 1. >:5'-8'. T. >-6'-P Y > 7'-9'T >9'=12'.1Y E E E E E E E; E ' E E D E E -9P 9' '9' '9' S. 9•' 9' 9• 9• 9' ' 9' 9' 9. `97' -9' 9' 9' 9' :7 5/4: .T T S 58 >st-m 9' 9" '9" 9" '9' 9" 9. -8' S" 9' 9' 9• 9' :8' 9"' 9' 9' 7- 7' 6" 1 5 5/8' S.-5/8' :5 5/8' >a+69 9' 9' 9' 9• 9" 9• 9' 9' e' 9' 9' 9' 9• e' 9: 7 1/2' 7 1/2 - 0• 5 5/6 5. 5/8 5 5/8' 5'S/8' 5 5/8' >61-00 9• 9. 9' 9'- - 9" 9' 9" 9' 9' 9' 9" 9' 9" 7' 5 5/8 ;5-5/8 5'5/8 5 5/8 5.5/8' - f >81-1Q1 9' 9' 9• 9' 9' 9' 9' 9' 9' B' :8' 6 1/2 6'S/4" 6 7/4' 5 5/8 5 5/8 3 5/8 5 5/8 - - - j - - - >106-1x0 9' 9' 9' 9' 9' 9' 9' 9' e' - e' S' 6 1/2 6- 6" 5 5/8 5 5/8 3 5/8'. - - - - - - >121-NO 9• 9' 9' S. 9P 7 1/2 'B'.. 8' 6 1/2 8! .8' 6' S 5/8" 5 5/6' 5'S/S - - - 1 - - - >141-160 9" 9' 9' e" 0" 6' 7' 7' 5 5 8 6 J/4' 8'S 4. 5 5 8 5:$ ' S s/a- - - - - -C 1- i I D29q 'NO.4dia>-� E 6e/2e/b 1 mu msos r nun 1e > is SLAT SPAN. RANGE: ma r�R ww 6YIR(pl1 0'-4'i >.}'-5'1..>3'-8'i >.8'-7Y >Y-e'Y >9'-Ix'Y o-12'-iCi->I5'-20fi s ]0.0 8` •8' S. 8' 8` 8• 7 1/2' 5 1/2' 3 4' a. 81. 7' 4 1/2' 3 3/4- 8'- 8' 6 12' 5' 33 C - a106-120 8' 5 I V 4 1/2' 3. 3/4' - 127-10 g' 7 1/2' 8• 4 1/2' 4' 3 3/4' - 1141-1W 8' 6' S• 4' 4' TRAPPED MOUNT SLAT SPAN'. RANGE - 4s pqp- > a w0 0'-4'1 f 435'T >'S'-8'? rB'-T.1 >`T-9'i >-9'-Ix'.T Y12'-1B''1 > 1B'-20't s 30A g• :6' 6' 6' 6' 6' 6' S 1/2' 6' • 4 1/2" >41-50 16" -6' �6' 6' 6' 5 1/2' 4' 4' 6. 62 4. 6' 6• 8' 4. 3/4' 3 3/4•, 3 3/4' - - n2Y-Iw 6• B. - 5.3/4• 4• 3 3/4• - 3 3/C - - >iq-165 6' - -6' 3 3/4- - 3 3/4' BUILD -OUT MOUNT SLAT �SPAN� [o] t MAX; SLAT,SPAN FOR A GWEN A.S.D. DESIGN LOAD SHALL NODE EXCEED MAX. SLAT SPAN INDICATED ON SLAT PERFORMANCE CNARr ,ON'SHEET 15: �y -SLAT SPAN RANGE - I' -' p 01-41 i > 4'-6' i...- - >,5'-G'. t .>' 6'-7' 7 Y 7=9' t >. 9'-12'1 - > 12•-18• 1. 1 > 16'-20' i p E EE E E E' E E E E EE s JOA '6' B' 6' 6' - 6' 6' 6. 6' 6' 8' 6' 6' 6' 6' 6' 6' 6• 6' 5 1/2' 5 -1/2' 41/21 4' P 3 3/4' 6' 6' - 6 6 6' fi' fi 6 . 6 J 4' 3 3/4" 3 3/4' 141-M 6'. 6' 6' 6' 6' 6• 6' 6' 6' S. fi' 6' 6' 6' 4' 4' 3 3/4' 3 3/4' 3 3/4 3.3/4' 6: 6' 6' S t/2 6• 6' 5' 5' 5' 4' 3 3 4' 3 3 4' 1/4-- >91-ms,l 6' S. 6' - 6' e' 6' 6' 6' 'S':3/4 4 7]2 4 '1 2 3 3 4 3 3/4' 3 3/4' 3 3/4' 3 3/4' J 3/4' >106-i20 6T 6' 6' 6• 6C 5.1/2 :5'3/4 5 3/4 4 I/2 4 1/2 .4 1/2 3 3 4 3 3/4. 3 3/4' 3 3/4• - - - - - - - - >i21-ua- 6' 6' Bt 5'5' 4' 1 3/4' 4 3/4 33/4 4 172 41 2 3 3/4 3 3/4' 3,T/4%.,_- - - - - - - - - - - >1q-16o 6' 6' S' '4 1/2 4 1/2' 3 S 4 4' 4' {' 4' S J/N 44167 M= M Fii£ .T GAL?" 0!/2a/n wi0 17-244 Dose r aon 1a ma MAX. ANCHOR'S SPACING SCHEDULEyb �SIG<1 Ram. RU (w.) S1AT SPM2 .. RMIGEPFISM 0'-4' 4 > 4'-5' t > 5'-W 1 > 6'-7' }. > 7'-9' T- > 9'-12' 7 > 12'-16' }, > 16'-26\T .8' -8' '8' 8' - 8' 8' 6' 4 1/2' Nt-4➢ 8' e' _ 8' 8' 8' _7' 4 1/2^ - N1-60 8' 8' 8' 8' 8' 4 1/2' - >m-fio S. 8' 71 2 7' 5 1/2- - - - >61-196 8' 7 1/2' 5' 4' - - - >106-120 8' 7 1/2' 6' 4' >121-140 8'- - - - - - >141-160 7' S' 4' TRAPPED'MOUNT OESASA WN P ww66 w+a SLATSP/N.RPNGE > 4'-5'T > 6'-6' t > 6' 7' t > Y-9' T > 9'-12' Y > 12'-16"T > 18'-20' i c xi6 6' - 6' 6' 6' 6' 6' 6' - >m-4o 6' 6' -r 6' 6. S. 4 1/Y >41-66. r 6' -6' S. S. 41/2' i61-105 6' 8' .:V 4 1/2' 4 1/2- - - - .IN-In 6' 5 1/27 4. 4 1/2' - - - >121-10 6' S' 4 1/2' ] 3/4'- - - - - '>141-160 . 6' S' 4' BUILD-0UTMOUNT SLAT r-SPAN_i �O c �e�e�eeeeeeee�aaaa�®�®a®a �eee�e�eeee�aeaa�®®aaaaaaa ��eeeeem6m�eeeea®tea®aa®®aea� �eeeee�m���e®aaaaaaaa®ale®a �aeee�e�m����m�®aa®®®ea®�aaaa �aaaaa®aa ®aa �eee��cs�®��aa ate�®ea�m�aae ilea_®�■aaaarsa ®®eaaaa®aaaa_aaaaaaa®aaa INC. 17-244 ou>xc r tx¢i'1e on (USE MAXIMUM VALUE' BETWEEN POSITIVE AND NEGATIVE &S.D.=LOAD) MAXIMUM A.S.D. SLAT SPAN 'RANGE DESIGN PRESSURE . 0'-4' > 4'-5' > 5'-6' > 6'-7 > 7'-9' > 9'-12' > 12'-i16' > 16'-20' RATING (P;0 Vx Vy Vx Vy Vx Vy Vx Vy Vx Vy Vx Vy Vx Vy Vx Vy •5 30.0 10, 60 10 75 165 90 238 1.05 421 135. 594 180 999 ^240 1390 300 >31,-40 10 80 10 100; 336 120 440 140 398 180 823 240 1328 1320 1823 400 >41-60 10 120 290 150. 794 180 509 210 708 270 1266 360 1962 ,,480 2553 582 >01-80 10, 160 616 200, 767 240 796 1 280 1007 360 1695 480. 2422 600 2547 596 >81-105 123 210 550 263 711 315 1142, 368 13712 473 2009 591 2492 11638 - >106-120 313 240 728 300 881 360 1345 420 1587 540 2112 640 - P- r - - >121-140 552 280 960 350 i003 11322 420' 1612 490 1869 630 2039 635 -- >141-160 781 320 1186 400 480 1673 560 1740, 640 - - I - SIDE SLAT �SPAN� [o] SLAT SPAN DEFINITION ? ND. 441 D! t aooio rarzco we *i i !ice INC. um 19 YA SLAT PERFORMANCE CHART Tbl & ICi:(ONLYVALID FOR Fir SLIP) SLAT PERFORMANCE CNART TmI FL IICI: IONLYVALIDFORIA'SLIPI FDRAGIYEN WANLLYASAOESIGMPRFSSYREMIVH{(paeANp51M1FA •9UHiCgIDRgN FOR fMAONEMMA®IUYA50.EE&DN pAE&4MENAlIN6ty•QANa3HUIlER L1DYMMNMION FOR pSTAWTroN8VIO510PO8M8 pERDETNL]BELOW oBTAltATONSYA03TOPN 8ARSPEIt DETWL28ELON CHART Ibl.• O @i .CHART ICI CHART Hb1 USR V/ CHART Bel. '.I VAWX' lRt011I.Y WItImmIf99M N0IODMAfO IA'0 I�RD W a ..I@Wh1Y XUL o0F01109PCAO NDaaLA90'IDID. N18'OTAPCONXLANCHOR UN. µSUIT V L (a) a' 18.OTAPCONXLANCHW MAT SPAN LL• Y/X SLAT SPAN •LuML• (10 FUUM WSUORUGF1 TO m]mTo act r bIVml IImF PD NNU..S! LN•( R� ft @AR10 TO aAmt a ma C ) _ VISION . FI®]P: wAo••♦v -WfIt�1¢D y Yom r/A��weD) N✓1 �u01 am•I0•-a•a- zaaT v]m mrw: e._z. e._Y T-rr e I e•Iw' 10'-0' Y-]' 1• '6 I IS.O ••Y r-9' >-P' >•-Y P a I m•o• kwllll� IW-w lo-a• .r-!' r g1]•. aD r r-♦• >•-♦• r-♦• W-B• I• e I5aD:r ID•-0• Io•-V r-o• r e 1 ]• eoo r r-r T-Y r-s• 6•-e•. I.e.Ito'-o: 10'-0'8'-B' I' .8 I !Rm r ">'a' T-]' T-0• - e•-O I•eonr a0• • l0•-0• + s-e'. r e 1 ma..� 71W T-Y T-Y ' e•-z• r R a - ---4-PERORMANCE CHART IIII:(ONLYVALIDFOR1R'SLIPi FORAGNEN MAKIMMASD. M*NPMSSUREMTWDIPOMDSNUf1ERMDIINTMNDRNN FOR WslAW110N9VdO6TORY BMSA&1 DETAIL] BELOW 'CHART IIIbl. Mbl� CHART IIiol IR IgeLY YII[®�1IWIDtl10 PROM[Asp lob 113 WYYM'POSm�[A$a IOA)1oae yte'OTRPCC"XLANCHOR IM BUT SPAN 'L1Pn' (R) ALIiu NAX. SLAT SPAN 'Larx.• (M � IWL ffiAWDW 10 ItSFtaI TO Buts SUR M) a MI vlt tFYR tm tmme •uo-oA- 'I•W/ rime tuA-mn wEQ r/ ® tm vnme iue.av e W Sfi1a184B >R0 zDl®• Ia ram zma ]DD'+ T'-a' u.B'r -B a•-s• .e e• a'-n' I• a ' I B- 0a9'•'• W e'-0 4-Y 6 y' a'-0' I. eI w 80.ar a'-1' S'-1• 6'-1' 8'-R' - 1• a•I g' SLAT PERFORMANCE CHART N: (LESSTHAN IV SLIPI iDP A ONEN AS D: DElpN LOAD mAO 6MOTI EA NOONT (X1NgTroN INClUGNO PNCNORTTEAN0 f0RRSTALUTIONSYRI SIONABARSPEA D_RM30ELDW "VOTMWN XL ANCHOR YY LLPWIIY VAIIL R1RDI F(19R.L= YNmmN ANT IGGO F Asa IO'O ASa Uw 1 = SLIT 1st SUIT SPkP .SFM mam Ws oFsw .(yak-.. .�•. FFR OF OAT w NYD waNyfAJ.fq�p w/0 SIOR Y BNB yaF�jltfCJ-(pyI m cv• mme• Ia ]ILO.• r-e' !!.0 r e•a'. aD •• -6•-0y o. � — v e'-D- Ra0 r e•+r ea .. 1 e•a•, • MID FOR mMiA4fli-EGM (0rt40 SXRHM FINE sa Om MICE RNEiBEA�I ((04-V r NWD FOR (0440 SOUTIM FINE h (G, a SLTISPAN .DETiNmou r VPD.i1R MUTNERN •-).•• IN a INSTALLATION Him WOODFRAme 4 STRUCTURES M.44161 .i6e IAWY]Pit Q�l{®M/01®KAfO.Im. NO Nrt aA1L 5LQ.50AIR 'lion.• YL mN alw im tD= ,�� WOOD OWE Dm]I (n)' �.lm I ONO .w050 W/ •'•°�^ Mr, 51p01'.fl4S I a WPa Zaa ,ao m[ CPO _ W3 - Iem ucm 'w - ♦ SOOINERN PmE I2 0.55) 1 60. C-Y P-!• 0'-0• t• ! I/Y DOIOW-FIR-SOW (G•0.46) '60 �'-!' a'-s• ma Poll-FIR-SDM(GNJ6 BO ♦'-S• 1'-W ••�' y _ eteT eea�V pFil J P7 AND 1 snas E stun) T e Np1tS' 1: ABOVE INDICATED MAX. SLAT SPANS MAY BE USED AS LONG AS ANCHOR SPACING SCHEDULESON SHEET 21- INDICATE THAT A SPACING IS AVWLABLE FOF� THE CORRESPONDING SLAT SPAN AND AS.O. DESIGN LOAD, I T:. WOOD FRAVE WALL TO BE BUILT STRICTLY IN ACCOROMM WITH lTurrimro WALLMOUNT.B BUILD -OUT MOUNT TO 2'k4" WOOD STUD (SEE DETAIL 1 ON SHEET 201 WOOD GRADE — SL4T.SpM PA4GE M1N0C-) U-V I,4'-6' •: SOUTHERN PINE a2 (G=0.55) 4 30.0 6" 40 6' 50 6- so 6' DOUGLlS-FIR-SOUTH (G=0.46) -s30.0 6' 40 6'-, RUCEPINE-T G=0 :3fi)lR-SOUTH -.z 30:0 6' (SEE DETAIL 2 ON SHEET 20) WOOD GRADE SLAT SPAN RANGE d. 4'4>4b5'••'4 SOUTHERN-PINE'f2 -6'6'6'' ' 6'fi1 '6' 6' 6' 6' :49/4' WO fi' 6' 6' '4 3/C 3'i/2' - 6' S 3/4' S 1/C 3 3/4'-.3'DOUGLLS-RR-SOUTH ` 6- 6' 6' _6.b'(G=0A6) •. 6.6' S 1/4' S�1 /4' 4T/4SPRUCE of-T1R-SOUTH 'V 6' 8' 6. S'ilr4' BUILD -OUT MOUNT TO 2"W WOOD STUD WITH MINIMUM'1/2' PLYWOOD (SEEDETAIL 2 ON SHEET261 WOOD GRADE z.a SLAT SPAN RANGE iTi > 4'-5' > 5,-e _ i 5-7' > 7-1 > SLID'' wiwr. .6' We 6' = 6' - +6' '6' 6' 6' 1 6' 67 6' TIP 6' Bowe. 6C s 30.0 ' SOUTHERN PINE j2 40 6" 6` 6' 6' 6' 6' 6' 8' I6' 6' S 1%C 5 1/4' (G=0.55) 50 '8' 6- . 6' '6' 6' 'b' 6' 6' S. 1%4'5' 1/4' A. 4' 60 6' _ 6' 6' V. 6' 6' 5 3/4- '5 3 4- ' 41 4' 3' 3'. DOUGLAS-RR-SOUTH z 30.0 6' 6' 6' _ 6- 6' 6' 6' v 6' 6' 6- 6' G=0.46 40 6' 6' 6' 6' 6' 6' 5 1/2- 5 172' 5.�1/2' 5'1/2- 4 1/2' 4 '1/2' SPRUCE PwE-fR-SOUTH C=0.36 z 30.0 6' 6' 6' -6S 6' 6' b' 6' �fi' .6'- 5 1%4' S' • KV. . MAX. SPAN . DESIGN FOR A SHALL: EVE DESIGN LOAD SHALLNONB.EXCEED MAX. SLAT SPAN INDICATEDA . SLAT, PERFORMANCE CHARTS SON ?SHEEf. ' a I) Ali RRCO WG M 04-VMf6RE/MTE I 'eu'a ti.: l ii.o - vtm 21 oAw. STORM' BAR SPACING (Fr) PRESSURE 9 2' 2.667' 3' 3.5' 4' 4.5' S' 5.5' 6' 6.667' 30.0 11:`-0" - 11'-0".. 11'-0" .1 r-.0" M'-0" 11 "-0" 11'-0" 11'-0• 1 N-o" 1 r-0"' 35.0 11'-0". 11,-O" 11,-0,• '11,-O., 1.1'-O" 11'-0" ' 1'1'-O" W-0" .W-0" 11,'-0": 40.0 11"-0' I1"-0" 11'-0" 11'"0" 1�1'-0" 11'-0" 1.1'-0" 11'=0' 11'-O" 11'-0" 45.0. 11'-O" I V-0" -11'-0" I V-0" 11'-0" 1 V-O" 14'l-0" 11'-O" 1.1'-O" 11'-0' 50.0 11'-O" 11'-0" 11'-0" 11'-O" 11'-0" 11'-0l 11'=0" 1I'-0" 11'-0' II'-0" • 55.6 11'-0' 11'-0" 11'-0" 11'-0" '11'-0" I V-O". I V-0" 11'-0" 'I V-O" Y1'-0" f 60.0 11'-O' 11'-0"' 11'=0" 11'-0" IVO" 11'-0" 1411-0" 11'-O" 11'-0,. Mo. 11''-0" 11'-O" 11'-0" _11'-0".._ 11'-0" 1.1,-0„ 11"-0" 14._O" II`_O" 70.0 11'-0" 1V-0" 11'-0" 11'-0" '11'-0" 1.11-01, 11'-0" 11'-0" • 11'-0" 75.0 11'-0" 1'1'-O" 11'.-0" IV-O" 11,-0" 11'-0"- 11'-0" 11'-0" of - - 60.0 11'-0" 11'-O" I V-0" I V-O" 11'-0" 11'-O" 11'-0" 10'-10' • - - 85.0 11'-O" I'-0" 11'-0" _ 11'-O" .. 11'=0" 11'-O" 11'-0`• - - _ - 90.0 11'-0". 11'-0". 11'-0" 11'-0" 11'-0"' 11'-0" 95.0- 11'-0" Ul'-D„' 11'-0" 1,1'-W 11'-0" I V-0" - - - - 100.0 11'-0" I V-0"' 11'-0" 11'=0" 11'-0" - - - - - - 105.0- 1--O" 1' W-O" 1 ` 1-0' I V-O" I V-0" _ 110.0• 11'-o• 11'-0". 11'-O" 11'-0" 10'-10" - - - - - 115.0 11'-W I V-O" 11'-O" 11'-O" - - - - 120.0 11'-O" 11'-O" 11.'-0" .. 11'-0" - - Y25.0. 11'-0" 11.1.-0" 11'-0" 10'-10':- - - - - - - 130.0 11'-0" 11.'-0" -I V-O" 135.0 11'-0" I V-O" 11'-O"- - - - - - - - 140:0 11'-0" 11'-O" 11'-0" 145.0 11'-O" 11'-0" 10'-11" 150.0 1 11'-O' 11'-O" - •• MEASURED IN BETWEENCENTERLINES OF -STORM BARS IN .•'', �y'r.,,.'`4�9 �i FEET OR,' FROM TIP' OF SIDE RAIL TO CENTS R'OF STORM. BAR. ," o p]OO tRFM wC. Li No.44160, I. OR MOREJ.STORM BARS PER SHUTTER. INC. STORM BAR SPACINO W (/T), .._ ._ IBm1[ 2' 2.80T 3' 3S' 4' 4.5' S" '5.5' 8` 67 8,88T 30p` BC0 - BC0 ABCD"-AX,C.D ABCD AB.C,01 A%CPCO ABC.O AB D 3BA B•C.D ABO C.D. A6.C.0 BCA ABC,D ADAP AA, O &BD AB.CDP 40p BCD BCO ARAM XID AB B'CO ABCD ABICA A.BopBCD 41M) A9,CO BCD ABCD. D A8.C,O BCO U.CA kR.C'D' BCD A.B.0 BOA AB.C,D ABCD CD O' ABCD KS'cO AU.C.0 ",CID &BIC.0 A.%C "BSA BAD 4B.C.O ABCD A BCD A.B.C.U' 'BCD^ ABCD BCD ABC. BD OLD ABC,D A,8,CD' A8,C,D AB,CD A.8,U A's.0.0 BCD A.&C Alo.c - AMC SOD AB.C,D B 0 A,%CdD ABC,D A.B."_ BCD ARID ABC Alkc'. B RO BCD ARAB. CO' -S.CD ABCD AB.0 - BC BC AB A 75DAIRC B D D BCD C ABC c AS A A 811) AR.C.D XG.C.0 ABCD AB.C.D - BC A.B.0 AB.0 A' A' A w AR.C.0 BCD BCD -I &S.C.D BC XII.0 AS A A A IKMi B.C.1) AB.C.0' x8g.0 I ABC. BA BC A A A A OIL()BC.D 8 D BCO: AB,C. BC AB •A A A A I= AB.C.0 B •0. + BCD AB.0 B:C. fA' A A A 'A. 105.W ABCD ABCO ABC ABC B A. A A. A: A If" AB,C,D Aslp A.B.0 ABA A A A A' A A 11BA -ABCD B D ABC -- ABC A - A A A' A A I= A.%C.D AB.0 ABC AS A A• A A -A. A I= AB,C.0 A.B.0 ABC A- A A A A A A !NMI) B D ABIC ABLC A A A A A A. A 1]BA.. BCD ARA A,BC 'A A A A A A 140A• AB.DD. BC '&B A A A, A A A 10A 'BCD BC B A A- A A -A A• 1BOA- BCD BC 'A. A A. A A' A I= B �A 'A A A' A A 1GB0 ABC B A AI A I A I A A 3/8'e CARBON STEEL MK 80LT U EXPANSION ANCHOR-W/ 2-1/2' Min EMBEDMENT* & 5'. MI& THICK'POURED CONCRETE (Pc . 30V0 pa.) B 3/B'etl J/4' POWERS CAUL-41 ANCHORS W/ 1 1/4' Min. EMBEDMENT*70. POURED CONCRETE (Yc WOO peQ'& 3/8'a-16 MACHINE SCREWS. C 1/4'eA3/4' ALL POINTS SOUD-SET ANCHORS _W/.7/B' Min. EMBEDMENTIf TO POURED: CONCRETE Q% - 31)00p.i) & 1/4'e-20, 18-8 STAINLESS. STEEL MACHINE SCREWS. D 5/16'1, TIW/BUIIDIX TAMN-:ANCHORS W/ 2 i%4' Min. EMBEDMENT* TO POURED. CONCRETE'.(f'c . 2899 pal) * EMBEDMENT IS WICIND ANY FLOOR /.CBUNG .FINISH REQUIREMENTS FOR STORMBAR CONNECTION TO. CONCRETE TOP AND BOTTOM. PER SECTION SI+S1 (SHEET 9) FORA GIVEN A.S.D.DESIGN .LOAD .(p.sJ.).& STORM BAR SPACING (R) ST0RM'9AR SPACING 'I? (ITT �R 2' 2.887` 3' AS'. 4' 1 4.5' 6' 5.5' e' e.eeY 30.0A.B.CA ARICA BCO B D BCD's AB,C.D AB.CD AR.0 A.B.0 ]SD BCD- BCD"'CO ABCD A.BCJD - &B.0 A.B.0 BC A.B A 40.0 ABCD AV.C.D A,%C.D A9,C.D AB.0 BC BC A A A 4&0.. 'BCD - BCD AB.CID AB.0 C I AB,C A A A A BOA BC0 9,C,D AILDD'' C A.8.0 A A A A A ".0 AB.C.0 AID= AFB.0 AffC A 'A A' A A: A BOA BCD A.%C .ABC AB A 0 A A A A - A. '.03A B C,D B C A.B.0 A A A A A. A A TOA BC ABC B A A A A A. A - 7BA BCD' ABC A A A I A A A. wo ABC AS A A A A A BBD A.B.0 A A A A A A mo ADIC A A A A A no A,9,C A A A A 'A' ,IOU A.B.0 A A A A f030 B A A- A A i 1I0.0 A A A _ A If" 110.O ' A A A A - - - - - - A. A A A I= A A A 1000 A' A A 133.0 A A A MI) A A A- 143A A. A A- 15C0 16 A I A I _ _ 1860 A A WC' 1 I ) I �I RpWOA BUMtNG CODE 'SCHEDULE.ja FLOOR TO CEILING (TRAPPED)MOUNTING MAX: SPAN'(ft) FOR END AND INTERIOR' MULLIONS FOR GIVEN AS.D; DESIGN' PRESSURE RATING (p.s.Q.1 A MAX. MULLION SPACING:(W 0 ] w=u MAXIMUM MULLION SPAN (IT) 4R rnm rs iP+]a Y1 (A{ IL,MAXIMUM MULLION SPAN(IO ©4'i3*iIl4`MULUON .GT 4-ANI4'MULLION G1 4p)tI1A'THICI( Wr FLANGE) IULION ©4-xnl/4'MULLION 1. G] 4W-xt 'MULLION G7 4)ntWTkM OWJ .OA6MATON.1 W OPoEMA]pI D( Oe1�RA]pH 1 OADID 2 OOID?AM01 I OP kMA]ION' 1- IXUEMA\ION 1� 09INI) 0N.1 gBEND 01i1p1]A1lDI /2 aWEM, /2 INRP0- [NO BIIp. '111 -9e-r IMp(W0. pia E1L INIERiOP END RBfMOR fHO .IHIOIgR II MD I 11 9)I[RIOR FNO MFImR. RNA WIRmW. D0.0 30-Y 7-10 _p• y. 11'-0' D'M 1 -Y -0 9-0' 13'-a' Y-0 ]'-B �11'-e' e0.0 ]0-0' ]•- - 10' Ob' T-J' 12'-Y iB'-{'- 10'-7" p'b" 12'-e' T-0' .11-0' J60 20'-0'� r-C. 9'=3T. e'-9• 1E-0' 6'-0'- "10'y' )'-i' 1]'-0' 6'=11' e'-It' R'-0' YD ]0'b' ]'-{" t'-J' 6'- ' D 11•-3' Ia•-e' IY-o' Y-1' 12'b' {OD 30'-Y' 'p'-10' e•-10' b'-4> 1Y-11' B'-r'. Y-Y Ty' 13'-e' 6•-b• IY=6• 40D 20'-0• _ 5•-10' Y-10' B•-4' 'ttl-11'- le'-1' 9'-0' ]'y' '11•-0' "e'-Y IY-0• 1A0 20'b' e'-6' Y-Y e'-6' 10'-p' T-0' 0'y' 6'-11' 12'-e" r->•. T-11' S'-]' IY-6' 489 70'-Y a'-0' e'-0• 51-e• W-6. IT- !m.-1' Y-Y e•-0• '. 9'-11' YM'- e'-11'" B'-0' 11'-e' Y-r S•-n• \Y=e• a0e 2Y-0- B•-2- T-2• p'-0- 10•- • ] kT-4 6•-r Y-T 1]'-4• Y-lY 1 •y' p6.0 20'-0' Y-11' r-H' '6•-9•' '9•-0• 0•b•. a'-5. R•-4' 6'-e• 5•-r it-Y 10'-d J-11` Y-11' 3'-9' 9'-10` t)•-0• - •C-]' {-f 0'� 12'-1' S=]' 11'y' tl0 19•_b• !'-9' r-9' b'-r 'A' -a' p'-4' C-6' V-2 11'-0' e'-P 5'u .tY-B' m p1A 19•_a• 3•_9•. 'l•_p• 9•_B• y_e•. r0'-10' B•_a• {•_B•. "11'b' S'-p' 12'-0' OeA 18'M" S'-9 T-D' S'=F' 8'-1' e'-4' B'-{' T-3' 6'-3. IP_iD_. e•_P Sy I1•-e• Bf0 1p'-4' b'_9 )"-9' >4'. 9'= • �0'_ )0.0 lr-4' rl•_0• i•-B V• - •W-2' B'y. e'-1' a•-Y 11• a'y' S-6 12'-e+ T0.0 1Y=4' !'-D' T-B• 5'-4• D'-a' xa-10' B'-t• Y '18A le•_E• 5'b' )'-]' 6'-C CAD• a•_]•., e'b' B'4' H'-T S-J' b'-B 11'-!`. .>a.0 15•-B• .>'-0' )'-Y 3'-4" 9'.5' IS'-10'. .p•_J•. C-B• 11•_i•. .r_e. 11'y e0A 1Y-9' r-10' S'y' r-10'. 0'-Y. 11'-B' b'-0' S'y 11'-{' a0.0 15'-Y Y-0• ]'-]' 3--4 9'-4' 16-10' :p'-3 i-e"" 11•b' r-5 lz-4• .110 151-0• 3•-4•', r-Y YM• Y-0' a-r T-9- e'-]' 11'-5' d'y' S'-0 ley B>A tY-0'- 5'-0' - ]'-0'- 3'-4' e'-J' 'B'-tY B'-' ] 4'-Y 1 '-S' S'-0- 1" CDD 14'-1'. -5•-l0• r-)• 3'-1. Y-Y Y-4` T-9'" 'W-3- 11•-Y I-"- Y-] IY-J DBO N•- ' 1 Y-IT r-Y 5•-Y 9'-J• :Y-11• '8'-Y ..-I'- 11•-5 >'-) 1Yy _ Y-10' -)' >-5' -9� 6-5 )-9 _ " e'-4 11--Y 5-3 Y-e IJ' !' '3'-10 a'-C. 9-31 C-11 e'-J 4•-t] I1'-! S•b- 1Y-3 I= 12'-9• Y-ll' T-]' S•-]' •r-9' Y-e' ]'-D' e'-4' 11•-Y 6'-b' Y-0 I12.�V-3 IV-3 I 12'-' 9. S'-11 r-Y 3'-T 0'-3' .Y-0 a'-]' !'y" Il'-S' 'S'-9 1Y-0. 100.0 tY-]'' 6•-Y T-71 S'-T Y-9' 8'-Y )'-9}. 6'-Y 11'-5' 6'-7' S'-B 91'y I= 1W0 13'�' eb' r-Y !'- ' 9' Y-f. B'-1' 1'-1' n'-5' tYb 110a. IY-0• b'-0• r-]• !'b' .T-D' a'-B' )'-0' 5'-0' 11'-5' e'-e• b'-10' tl'y 110a O'-]' - B`+0' r-i' S'b• 3- B'-r. tr-11 Ya•. 3'-J' Ii'->' 5'-9 >'-IV lY-0 1160 U•_1' b'= • T_]• >'-9', r-9' -6'-9' )'-9 �6'-)' fl•-0• e•-9• 51-11• "1 y lim ❑•-' 1 6'-1• i'-T >'-9 9'-T rY-0' +e'y' S'-R At'- '. f'-t l' 12'y I= tY-8" 0'-1' ]'-5• f'-9' ,]'-9' a'-10' ]'-p'- a-]' 11'-!' fi'-10' 6•-0' 13•-J' 1 10'-B' e'-1'� ]'-Y 5•-9• 9'-]' +T-T E•-2' r-5• 11'- •' s e'-' o ny 110.D.. 9Y-1' a•-Y T_)• S'-10+.. Y-10' Y-0' i-10' p'-9' 11'-Y T-0'- a'-Y_. 12'y, 11l.9 10•-1• e•-11 r-r 5'-IY e•- 1]OA` 9'-10' 6'-T T-r >-10' r-D' IT-5' r-r 'r-1 im D'-V p'-]' -r-Y S'-10• P-Y IY-a. B'-3 p'-t' 11'-!' .6'-2. 1]•3 1310. 'A'-T. !'-11'. T-1P. T-2. T-1' T-Y ]'-10' r-D• -5'-10 It'-!' ]'-3' e'-3' W-J 13'+J iSSO 91-0 e'-4' Y-)' !•-n• 9'-T Ty' B'-J' 0'- lY 1'-S all. a'-3. lY-J 140D 9-1 e'-{' Y-i' - 5'-0' T-1Y T-S'- i'-10' 6'-fY 11'-b' ]'-J' 6'-J' +13W 140A 0'-P b'-1' r-Y 5'y' 9'-0 IT-6 5'-] b'-11' 11'-Y5•-J' 1Y-J 143D 5'-10' 6'-S' T-6' p'-0' Y-9' T-4 Y-9' 5'-tl 3 ll'-' ]'-4 5'-3• 11'-] . I140 B'-lY 8•-S T-e 6•-0 D'-0' - ]'-6 5'-]l 5'-11' 11'-Y e'y' 1Yy IbOD e'-6' Y-Y T-r 5'-1•.. r-9' T_0• 7•-9•.. ]'b' 1 •_ • -0' 6'-4' 12'-J- IND 5•-0' a•-6• ]'-Y Y-1• I.,. -r-) •e'-]' T-0' 1'-3' B'-{' 165D Y-6' T-]• 6•_2• r-9' T-6• Y-0• .T-1• n•_3• ]•-0• a•_5• lYy ISSD M. p•_S•. ay i•_I• W- • 2 9•-J' S'-,r -1' ll'-Y a•-Y lY_3 EpOD e• 6'-Y r-6" e'-Y YK' T-T )-D' -Y 1]'-5' J'-T 6'-6' 11'=3 61_ 0 6•_ • ) 7'-0' 6'-3' 9'-T r-v- Y-D' p'-Y ]'-1' '-f" Y-b' 1 'y ULUON MULLION SPACING: "S" • MAXIMUM MULLION SPACING SHALL BE SUCH THAT MAX. ALLOWABLE SLAT SPAN FOR THAT A.S.D. DESIGN PRESSURE RATING SHALL NOT BE EXCEEDED. } MUWOWORIENTATION IS AS SEEN FROM THE OUTSIDE (EXTERIOR) OF PRODUCT. INC. 9P/M 9t {c ".9 Rqm mm 4M14mmum4R4eg44mm 'bbdb§bbdbbbd I bdbbbbb a; iyu §�§§bq N.$Ilbl lI llllllltlllllll lull 1.1 lll$4 �I• c g� 4 §§bb§§bd§MZgl§ouS' 4444 R4m4 44a dCb _b;si ov _ � yymgmya4amaa a -��„�____ maoq�uG C nb'�'.mbbbbb§bb§dllllt,a 'Il �Illl11ltlllll l'I I I I I I I I IIII I...... � yH 7 Wit;§bd6§b 4neeme444mmma���'�'��'�_�����P §l;L blb bS dyA db ,dobl; b,b =.Q F. :3 .t �Eo z o Fn� ~ !n 2 m5Ny m mom °]IC a A II€E� Ago 5 bbbbtiZAb gmgmmmemmmem-u�'u 6§l;d b,obl,bbbbd 15 I IIIIIIIIIIIII111111111 $g µb dSbegbNMd�oaL,�o„y --x �ImgibibLbdSbASLLg: oi= � ce oqo oggboqo m'q4 mf Qii�9�' y § � b4ggSdbdbbboJ 4b7 r�""-"a�� mrt I IIIIIIIIIIIIIIIIIIII IIoII bL��4b§§b§b§A gmmyaymam bbioo _ b,dboo� S y r bd i{-uµnuuuuu bbbbb§bb§§b,b ur-;'u,u ZYYE LYZGIS 4 T Y YY4 ml 4144QP_ �. i MMM �gmm iiybi m §4 u§= Il q _j�d i._ � 3 � E a q'b.'Y. •''�SdLoq'�'b'�$ � S r g _yii�4yiyua l._ ob d g 3 y d'§Iri.jyiiill YYggmemm _q��:I tllb$� :. i '.m51 .mSdYii4b.'ml E,$� g l.bi4 _u 4I 4'uIP'§ a E 2 £��� bdd�ddb�bb§dbbAb m gmgmgYJ 3 be ge4igvti�gabLd$� z Lii'ibLLiSL'!'=b m ; '� m �ibi Yi'bl.agsbby$� il� .CL4t $55 9 SCHEDULE4c FLOOR TO CEILING.(TRAPPED) MOUNTING MAX. 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ACCORDION SHUTTER STILTON SHOWN OR INS PRODUCT EVALUATION DOCVNENT (P.E0.) HAS ODOM VOLNED FOR CONWW ANCE ACCORDANCE WITH WE 211 (CON Esm M).OF THE FLORIDABULLDWG CODE IN* ACCORDION MLITER SYBIEN SNALI. NOT OE WSAlEO AT LOCH VEIOCIIV HURRICANE TONES. DESIGN RAN LOADS SN011 BE DETERMINED AS PER SECTION IOM OF ME AM NENDONED COM FOR A BASIC MO SPEED REOUPW M THE. JURISDICTION "MM,,FTER KILL BE DISALED WIN A DIRMTKINNNY FACTOR 1(4�0.05. USING ASCE 7-10- AN SNARL NOT E,,, THE MA%YW (ADO.) DESIGN PRESSURE RATINGS WWCATW ON SHEETS 11 MRU 15, 19 & 20. W ONDPR TO VE9N ME ABOVE CONC'"T" TATMAN DESIGN KIND LDADS DETERMINED PER A= 7-10 MAIL BE FIRST REDUCED 10 AS0. DER, WINO LADS W NU3NLN11s MEN W GB W OWMM COMPARE MESS W/ NAY. (ADO) OMM PRESSURE RUWOS BODICAM-ON WETS 11 MW 15. IB & 20. A DfNFR 10 VEVERY THAT COY RATION µDI ANTJKNI9 ON T109 , M TESTED, WEOE HOFOVER IN IYO M, A 33 74 INCREASE IN NIWYMIE STRE55 FOR WIND LOAD$ wA5 2ATL USED ITS THM ANALYSIS. NOACCDB A WNIU DURATION FACTOR CDC" " " ND AR OR NSRIRCATION OF FASTENERS W WCO0. BERMA M.V. ACCOXDIOH SHUTTER SYSTOLES MEDWC'Y Ft, "AND AND L AN CE 10909E UNPILT LION HI5 BEEN V?ROTEp W ACCOROMCE wNN SECTION tM9,l.i OF TNIE ABOVE NEaNHEO CODE AS PER An REPORTS: -NAY BLADE j0214.01-03, /0715.01-0.1, /1011.01-09, E0317.D2-DB, IOMZI-10 AND IMIO.01-11 AS PER TAS-201, TAS-2(R AND TAS-203 AKMI,,S AND ABN E-1809 AND E-1095 STANDARDS (ITS= LEVEL 0, WILD ZONES 1, 2-& 3) A 11IMM 1-10 AS PER ELLS 01. M3,& 203 PROTOCOLS URGE MSSl1E -MA WPICOW WADE 0 /0505D1-011 AS PER ASW E-IBIS AND E-1995 (MISSAE LEVEL D. WND ZONES 1. 2. 3) BASIC PROMOTION ONLY AND 0 072801-M AS PER TAS.202. PROTOCOL 2. W DIXIE@ AND W1NNOOW SUDS 0 ARE ENCWL9iE0'TO VARUI W UNISON TOM EACH ODQR MM ME CMI WRATIONS AND CONDITIONS Cr USE WDIGIED ON: SNEEF 19. S BERTHA M.V. ACCOPDDN An (13 .0 ITT ), ISED AT WADES ItINCgE AND MR DIRECT MOUNT CONNECTION TO TRICKS WALL RE /14F2.]5' AND J14X1.7V RE9PECMSiY, 410-M WNWUY SF20E5 COATING STEEL SCREWS T 1.TBM MOD SIPFNCIM AND ISO Wi TWSRE STRENCM. PAS 91WL BE COATED Wmt DONNA W DACTIONRID COATING SYSTEM A3 YANCF,WTURM BY MPROUEp COASNa MPLIGIORS, REfAS1ERm WTI" ANERIDMN WRITTEN STSEMS ASSOCIATION, AM MUST BEAR THE NA WRMNa ON MDR HEAD. 4. AL "WOMAN EINMRDNS SML. BE AUNNW ASSOCUTIWN ALM AND TEMPER AS INDICATED ON SKETS 2 MD 3. MMYW HELD STBM N MR 500-16 NLOf IS 30.0 W AND sS] WI TOTS 6005-TS ALOY. 5. ALL BERETS TO BE STAINLESS S 304 OR 316 NBI SERIES OR COMOSgN RE36T,WT C,M, CMNBON SrI AS PER DIN SOD1B CORM W W MW. YEID EASKI N AND 90 W MIN. MnsS SipnNGTN, MD 9 COMPLY W/ FLD.RRM BADINO CODE SECTION 2411.3JA. a' BOLTS TO BE ASTN A�07 CALVMIZCD STEEL OR.AE 304 OR 310 SORES SIAMESS STEM VAT M W MIWIYW NEID'SIPENNM. 7. SEE THE FOLIDWNW SHEETS FOR ANCHOR SFEC0IGRONS: W BRACE (D : 12,13.14.15 AND 20 W SAME () & 0 WORNNO W UNISON: I2. 13 & 15 & THIS BERNA, M.V. ACCORDION 9DmER SYSTEM SEARS A U.S. PATENT /0779.502. COMPONFJNIS OP NO APPRWA ME COVEAEA W WHOLE OR IN PART BY US. PATENT IS456,176 ISSUED TO EISIERN YET& SUPPLY, DIM B. R SFWL WC RESPONDDIUrt OF ME CONTR&IOR TO VERIFY ME SP1NDNISS OF ME,STRUCNDIE WHERE SHUTIFN 6 TO BE ARACHEO TD INSURE PROPER MCNOWE, CONTRACTION TO WAL/CAULA Al SHUf1Eli CWPoNEM ECOES NRRW RELLNI. TXPU F'ASIEONO IN CONNNNONS CONUCT WITH LEE BWDWO TO PREVENT RND/RIM INRUSH,, 1G. EACH UNR NISI BEAR PERMANENT LABEL W A NEWS MACE WIT WMNDIO NOIG DWYNO PERIODS W NUR,,,A, WARNNDS NODE DAWER, TENANT, OR OTHERS. LB I PROPERLY CLOSE ALLNV TAD lIG CU90MMES AND ENGAGE OR LOCK AL W AND NO LOOPS, 11. PLACED f E"Es"AC �ING'T ETINO To COWLYY BATED CON SECTION READILY7 94 OF ME OUTC LOCATION ,, GU NO'CODE. W ACCORDANCE VAM SCCDMI 1)OB.B.] Oi. FLORIDA DUtOIxG MODE ONE LABEL BINLL BE 12 BEROU RV. MCOROION SNIIIIEt SY91EY'S WSTALATIDN MAL COMPLY WIN SPE S. NCTMTED IN MIS DPAWPdO PLUS ANY STIUM AND ZONWO-RECIAMONS PROKDED BY ME JURSWCf10N COURTSC AMOCO IS APPLIED T0. 13. (9) MIS PLD. PREPARED BY 11I5 ONSNCER IS GENERIC MO DOES NOT PRONOE WFONLATION FOR A SITE SPEDIT: PROIMN I& MITRE ME 9TE CONDITIONS OEMIE FROM ME P.E0. (0) COMPACTOR TO BE REBPONSURE FOR THE SEECTEN, P"No"BE MD es"N""M INCLUDRN LIFE SA I OF TICS PRODUCT. BASED ON TFUS PLO.. PROVIDED W/ME DOES NOT OBVIATE FROM INC CONOITRDNS UETARED ON MIS ODCIA DR. CONSONCTION SEI YY AT SIZE IS ME CGNiRACICR'S RESPoNSIWIfM. (C) NIS PLD: WDL BE MNWOEIIM INVWD IF &TERM BY ANY MEANS,. USITS SPECIFIC PROJECTS SHALL SE PREPARED In A FLORIDA REGISTERS) ENENEER OR MCIYIECT CONTENT Ya, BECOME THE MRNEER OF BOOM (EO.R.1 FOR ME PROJECT AND WIN) KRL BE MIDDLE FOR THE PROPER USE OF ME P.E0. ENFdNEEI OF RECOM. ACTWO AS A DEEGAnME MOLLER TO E PL0. fN01,M SILL SMMD TO NISI LAI NNE SITE SPEOVIC SFABoNDS FOR RENEW. (0) ORDINAL P.EO. SHOL BEAN ME DATE M, OANRN& SEAL M, SR,,, , Oi THE PROFESSIONAL ENGINEER OP RECDM THAT PREPARED R. 1` L NOTES SHEET 1 COMPONENTS 1-20 SUET 2 COMPORENTS 21-37 SHEET 3 SHUTTER ASSEMBLY 38-0 SHEET 4 WINDOW BLAU & WINDOW OEAL SHUTTER ELEVATION & HOLES ON LOCKS SHEET 5 ATION MEALS A-F. CONCREIE/BLOCK SHEET S ARON DEALS G-M, CONCRIETE/NLOCR SHEET 7 COTE DETAILS NV SHEET B COTE ALTERMATMO DETAR.S W STREET B NNECTION -DETAILS 1-6. CONUREIE/BIOCK SHEET t0. 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WMON 9ADE x wxnrn9xI w' a 66 L.G I ow 15—M P 1 wm 07/07/17 E DRAWING No A HV GENTERMATE FOR USE W/ HJ BL40E(1.18, 6063-TO ALLOY AND TEYPE' A.V1 W fRaM ELLVAgN © LOCKER FOR "T" .M .=aufin QUALIFIED FOR USE W/ NV BLADE IOONLY 6063-T6 ALLOY AND TEAPOT © f OUAUFOR USE W/ NV BUDE 1 dt A O 6063-76 ALLOY AND TEMPER ® LOCKING RODD OUALARED FOR USE W/ HY BLADE(3) 6063-T6 ALLOY AND TEMPER )INSTALLATION WILL REQUIRE A 7/16 �" M1 QUALIFIED FOR USE W/ HV BLADE I ONLY 6063-T6 ALLOY AND TEMPER 6a63-T6 USE v ALLOY QUALIFIED FOR USE 6063-T6 A z16t F QUALIFIEDFOR USE 606 W RV BLADE I $ 6063-T6 ALLAY 0 TEMPER AV. HV 1e- 0 AI I 04 FRIES S TH MRS REW QUALIFIED FOR USE W/ HV BLADE D 0"17 TVROD, 6 IL�ECO ITILLIT TESTING & ENGINEERING COMPANY 6153 -M 35. 5 SLL.10Y. 11PCIG 61A40d: aflRa.- Y .)SIB ®&H1V®YREGRESS LOCK f0RW/ DUALI DONLY.UR UE W/ N ONLY. S5o 0D' SIB, PtASBC HEAD I6• UOU)SO aBM " Z S6a• AFnR RiYE1MG Is 3/4" BEFORE RKTING S.S. 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RIVETS ® NV 1 3/4" ACCORDION PIN W/ 88 HEAD Is ® HV 2 3/4" ACCORDION PIN W/ 08 HEAD ® POLYCARBONATE IMPACT RESISTANT HV'WINDOW f (1) HV PIN ® SHALL ALWAYS BE USED AT ALL EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 10 OR HV ® BLADE. g.gICAL SHUTTER ASSEMBLY (2) HV PIN ® MAY BE USED IN UEU OF ® AND ONLY AT EXTERIOR BOTTOM KNUCKLES OF HV ACCORDIONS SYSTEM W/ HV(D BLADE WHEN CORRESPONDING TO INSTALLATION '11", SHEET 7. 0 lm. (3) HV PIN ®OR ®W/ 1/2' O.D. 1/18" THICK S.S. WASHER SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X, '8;11 SHEET )MEL CARRIAGE DETAIL EXTERIOR (1) OR kifl OOR® ® i r ®ORQ ATORrsuacLE. NottFORECO ENIN S) e)as) mTEM M. I TILUT 7ESnNG 8 ENGINEERING COMPANY WSS N.R NU 61. SK y00. NP6W WaD.A Ilbn' L Rnm f (NlSlyll�l9a .'[eP !Oe".Un-a.. RLLRR A TWI L. P.4 P.E. 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AND INSO ATTACHED AT TOP k A NA)OYU4 �i ^ � S 9S.�Qj�,/ or i/AIN IM UT AS C LOCKS AT IL yp1M USED AT Ir TO BB'. AN OUTSIDE LID N.S. LOCATE OR 0 TOP •NOTES OF CORNER 1 HE W LOCK U or 2SK/1L BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN YAY.BE'USED AS ANOF SHUTTER SPAN FINSIDE OR OR SPANS UOUFDEP TO �OIOd(, AITACXED T)AND FOR INs,AMnORS0T ANY . 1/2' LONG MT DEAD S.S. U.S. IDCA OF LOCK STALL BE AS INDI Ill FOR SECURITY PURPOSES UP TO TWO NV ED hS µ;W'D OR USOUTRIDE LOCK. CDNNFO110N OF LOCKS To CENTERWTES lL oL N INDICATED ON TYPICAL SHUTTER ELEVATION. I 1, LLQ=. LOCIONG RODS ARE NOi REWIRED I ENHANCE SHUTTER PERFO WINCE, IOCgNC R00', STACKING POSITION (NON HpRRICANE POSITION). T at SNUIIM SPAN FOR ANY 1 FOR INSTALLATIONS AT ANY E w. ATTACKED TO ® or @ BY IN OF LOCK SHALL BE AS INDI AND BOTTOM 6 COMPLETELY A u OW. eE USED AT 1/2 OF SHUTTER SPAN OR TWO LIAOOM- ONE W LOCK ® or ® or ® SHALL BE VE OR BELOW 1 2 OF SHUTTER SPAN FOR SPANS UP ® or'® or g MAY BE USED AS AN 0440E OR ATES W/ (2) 1/4•-20 : 1/2' LONG FLAT HEAD S.S. SHUTTER ELEVATION. USE OF LOCNWG RODS ® W/ CENTERMAIE �w�w©A'y,' l�'J3,w_®�T'�,wl'.`X•®w 10 • ®w�;/• � ONE ALTERNATE W 'T• LOCK MAY BE INSTALLED IN UEU OF W LOCKS OR TOR ANY SPAN AND I SFAUAD Ai ANY ELEVATION. AL NATE LOCK 00 /.Y 8€ USED AS AN INSIDE O 40E LDCK. ATQCHI/EM OF LOON INCLUOE5 1151N0 REINND W LOCKEk�7I AS SHOWN ON SECTION WKI. BMW kJ"�J•® w e• MICH YUSr BE CONNOCIED M CENIERIWES® µD W/ 1/4Y-W4•' 1 1/2' LONG S.S. THREADED BOLT (/�� ©'l'J •©w©•O� ',®Y�,N' W/ i/B'O . 3/32' BEINSTALLEDAT OR 12' L�MXIMNYmM OR W µ0 BELOWIYIOSPAN. USE SLOT! OF TWO ZING RM AND ISSMjANDATORY. Q' ®w ®• ®wV..3� •�5 n®. � t ICI TYPICAL n HV BLADE SHUTTER n/eTinu : WE ALTERNATE ND LOCK p NA USED W ULv oc HV LOtl(S M FOR ANY SFAN µ0 IIWr T10 AAi'ANY ELEVAl10H. ALTERNATE NO LOOK "MAY BE USED N.T.S. AS AN INSIDE OR: WTSID WN LOCK. ATTACHMENT OF HO LOGIC EA TO IS W/ 3 /B . 3/8' FAL SS.YS.. AND INCLUDES RaNFORCEYENT WSEm a BROON SECTIONS HDB-RY�Eµo OG-IM1O; SHEET 10. LOCK MAY SE INSTALLED AT YIOSPAN ION 12' MAGNUM BELOW OR ABOVE WOSPAH USE OF LOCKING. RODS ® 6 COMPLETELY OPTIONAL IIIIIYIIAI 1 EEEI e, //K L E '.+••v�l ir'S•y ✓9 rs iL OMIT Torino. WC: on i h BLOC{t UINC. B one 0 2017 EASTERN AL PESUPPLY. Y, WG $ IL ECO111�. A■S■S■A TM AccordionShutterSystem TILLR American Shutter SYBtBmXO KY. BADE #1 W/ CR W/0 )LV. W(WON BLADE D ,a TESTING k ENGINEERING COMPANY Om NK. Ao. TA. Fv.30S MATH. CAwx4. RAAOL IN ?dee0c1021aar Inc. III' sn[ oPuw.er: Le 1 QUI IB-ORB 7/27 1 ONO 07 7/I7 • i _.' �, .....\� d =s?ANAL EN�,1E'' Pmn.: (n0. I-IS7o. Fw : IDDs)an-1}J1 mm: WH<aocxmm 42Fi8 Wes4oatls Drive 7' West Palm Beoch, R 3340 2 s DRAWING No waEAm TIUR' . P.E fLORGAIIG / NID7 7_ OIel � �F q��m MEF 1]) NLWORD II 1 4Y-]pvl/+' Si CONptETE MCHORE I Ed ! t COHCRtTE INCXORS SFAEY.S j rr i' IEEE 5o®YID al Elrtfl u) ' �`, % r 18 o-¢ (¢E Ymmm®d Ym 0 j iW Iso¢WIE ON W �/O•I2'O.C. 1/2' r •--_ O 12' O.C. i ,/2r r _• i ® _--_ r Yu r � aREwxu / Iva sdaad ,amu d�agm Im dII ,E @ice 1 7 OR ®♦ I ' ux STDIjUipN dmme Q9 Ea�iELUIE To aIAE ON sxEET rNAS s ANA ON ro.CU35 I 1 �(sEE IEEE sU Etxim ON SH(ET 11) �� ©HV AL HEAD QA BQ HV WALL HEAD R INM 1 ATION + KEYSTONP III NN NswWrar ♦ ]_ uw. dM ro v,ra 4'Q I 1 OR � 1(SEE SC uw.smuunoxro cuss LEdRm —jIIEEE IE ON aNUDf I ECN[dILE ON SNRT 11)CNLS /1'Yc12 REOTRUSS OR©ss� HEADANCNORE / i /' ll""18 UEwO CONCRETE ANCHOR!(SEE SCHEDULE ON sNEDT 1S) / r a 12. O.C. (SEE VOum CONOiEIE % %`.� Yin. E SCHEDULE ON m ,3) O�ONLNCON D�aOCK CoNcium aaoa,OR W REa0RE0 CAVE ANCH➢RS REQUIRED QD HV WALL SILL INSTALLATION (sEE. uHmu E ON RED CONONME SHQT IQLINC 0 HV WALL SILL INSTALLATION xmF MR mumN.DDN Dr+M+CNN. I- SE[ SHEET a iIDl TrPYII. SINRaI + INSTALLATION DETAILS E O.. EDGE D6TA1C[ 2- UV EEQDOf6 CNH DE ODIIPJ!✓fD IEEE wEwxARoNs ON EHEET I]) ' R1jDE a a1F�E} Imp FOR 10 HV BLADE w utr W.ar ro sar A`r wswunoN. E rr� ri ELORIM BUILDING CODE ........... •'•. ✓ '_ F' •. � rn ♦don MUM M. a a IL� ASSA'` n 1 R'0-20r]/a' HIN PSCRE H-2 MECMI 0 SCREWS • • �I HV. HnllE R1 W/ ER W/o KV. WIaoNY fYAIE t• r +� TIWT TESTING 4 ENGINEERING COMPANY American Shutter Syafarr i , H oucmrox n BRNNN W. a,v, q ORIOP; ;orb .P' piss WI. xv. s,, wa aw. wlcwN N RNvrDa sw Aeaociafion, Inc. I as a -eras 7 1 an, 07/27/17 cZ•'- ^�i'�^ eeen (ws)el1-law . Em.. (sm7aT,-,uN 4288 Wes4ouds nrive > a s/Opel 1p� 'I' ^ atTm °f-, West Palm Beach. FL 334O DRAWNG No �� E II I °II MA O CONCRETE ANCHORS p, REWIRED (SEE SCNmuIE ON SMELT t]) 'SOQtl tla I DR EYJSIwO �, /� � j 'A➢PIICNBLE. , 91R6mN� � no„ • ; i l 11 M d /ta.]/a• WO'DeR HEAD IEX MR c 12• as I CON ,VIPION �.. 6 I ©• 7 / (smWN HEowE ox SHEET u) �l% ' / j ,!/ // i/ � / / rrPuua nnsnNcvss-1 mop ,'/l f, �" f �,`l.` j11J / .. i .., /F'/�/,,''/// � suo MGEDF /F`` •i/`� t'/!//%.''�. VICE sue w %. /f ;/ / fi i / •vwrJelE APPUCQlLf ^I 1Il reii e.,wR�NO PouNEO � , /!/i ✓, �j j / / i / /• �/; i a "m • d• III toNcxElE Sri sCM[uliE SHEET OR I immi f CONCRETE N MT HFID CONCPEIE µgpRS pl REW ) F Eoumm 0. E °.a (SEE SCH[wAE ON SIOET 14) I t t HV WALK —OVER INSTALLATION w° RE S R UP TI +ao, OR M &SD. PER © HV CEILING INSTALLATION HV FLOOR INSTALLATION e7tnfd t I o PRESSURE RATING A FOR sPANs PER III MULE N, sxm n 9 r taand CONCRETE ANCHORS p Rry i t¢ O s11lSm isSwE)DOtE UN 1/ III in aLOFY TNCM W/ a> 1111t l IanTwo E1RSR1a—j + oosnxo a wD+cm n.znlaw I ()— cw, : ctAss 1/4• MAN. C ae rm sPWN IAWan 6 3 © • /tor] P' E.. '/ '� iIl O% raR m4iW� ]je E_' T/2. ra / �R uAx. /1{.a/4• HEX HEIR I ~ 1 ] a t2 .4 / TEN SCREWS 0 9. O.C. Y s/ , 6 .w,.-,,•.'pII +� Ofl 1/4 NOT S.S. 04. I COnCR ,WCINRS 6 _ 6_ ' t/a' V4•a-'/3'r 0 N9 W/ NOT to 9. Od. (SEES lE ON A 1 0 8. 0 C. •• OSak JpY-]0 NNE I SM[ET 4) 4Pv. e 1r eG f _���E'� >aw (acallnmY .ail / J f EO[E ei mO T/2• 1• !1/ /� a.OD••4w: lew im NRe Imwll W J., j ! 1 P/B' ` 1 T/e• APPIIW&E / f V 'h4tJH` Fx sD.E. MIN. E.O. CONCRETE MCNORS E NOTE 1 Y 0 O' O,C. PDCRm cvrnnc mum CONCRETE (SEE SCHEDNE m ON Slim 1 NOTE 13(e) REWPfO i F Oy OR CONCTMTE BLOCK SKEET la) Po ER ON SHEET r ' REMMED OR SU= •• oP0 COitC�gER[i°E © HV WALL ELQQR INSTALLATION ATION � LE—OVERsit Wro- REWPOO LLM1m1W O[Sai P4L4Ygt 4b: Y! wl QJ HV RAINGUARO INSTkLLATION t Nmr rme rouWNatwN or....•C..�,a. eE • E. O.. EOCE d5]AxCE FEMWAStE WIIFN PERi0RME0 �s��SNEET 4 i0R iYPIG1L SHtm.51-N RE CCNewFA (SEE SPECIFIGHavS ON SHEET 1]) iO�AN OPERSENE FM 0 IENJ(A N m PDR 2_Moumwo sEcnm l.� INSTALLATION DETAILS W/ O HV BLADE w AxrWAr To wR Avr wsTMf aIDx. RORIMA DUIIDING GODS Non High Velocity Hurricane Zol as GENS "••, ✓ ' "OTT r0.1FO0, INC. L12OiT EASTERN METAL SUPPLY, INC: F •�3 a* a ASSAY T >u _.• _ ,' IL E C O t■o. d l Accordion Shutter S sten ■ ■ ■ KV. IfIAOE #1 W/ OR W/O HV. WHOM RAE TIEUT TESTING a ENGINEERING COMPANY ATeTt00n Shutter Syetall , N PN O'4't ,` was xa awn M. uw ias nrrva aNmam ha+M wt A980CIOtIOn. InO. iN t aM Is-oes T T 1 wTU oTIxT n 1 IMaM 1 Po e7eTt-ts», ru 1 lsmMaT-IaY 4266 Westroods Drive 11 x DRAWING No sy�NAI ON .` 1 � OB-oo `0T West Palm Beach, FL 334D a ' 7�� 07 "".inprUl'1 WKTERd TAUT 2r. P.E: a [1 a eeal rcir.urr me / — M1DROR Uc / 4.1e) III oUT SEE TES ON LOQQW NO ®'® IN a W/ 1 HV Etam ° w° _INSTALLATIONS „ ff BLADE W V CENTER ATES OR hIO•�w®. ®w�,®w SEE END WAIL nuNc�ON Ex6Tsvc wAss — — — — — — — — — — — — — -- 1'— (sssa-TO ALLwT.NN4 B w 8 1/Y — — — . AlIOIF a/(s� t aq T,Pc4N INCiMRS ,p CatKREiE ,n• w il', (00"U1127S/� u�iirec AT EAC,1 ANOIE, (fYFT I ou a• sxs. o la• C S d4 iVLL UNGNr. ES N PMATION _ 5 ' ®� 35r IN j W/ HV LOCK F2al 1(` To S 3 " 3 (SEE ON sxEEr n I - — - — - — - — - - - - — - — — — — — — ir- - — - —-- - — - — - ,/ � '• ,/z• � 5 O w R I � ®�w®apr pwpwlU r�®w ' w ® OUT oii w ■ VA HVB .101®w YC pp•©w©,(D- '-'I w�w©•®a0 SNHG 6wB w --------- 10• w ]DUSTINGGsPOUR a&ocKEWUL u j EONM — GL.,SS ®w�•®J NT IN ®®w®w®nQ�®.yl NxTocusaN — TESx w®•® 5 to SEPM TION ®w * ING�IEG�ENG ®s®w®•©w�r ®�I OSNSKEET 11) / (SEE Scrn aulr 1 N omoNX ON SMFEf ,1) (WTNyWfl) L----- our — — — —— — —— t 3 3 WIE9 9 * t w v® oUT ' (ERIERIGR) OUT 161/2-Ix.s .HVp ,,rrrr...HVE I�VIIDINC .IIi1R FIVE r6' Fl.ARIDA CODE Non High Velocity hurricane Zone pa' �.. '�jCENs'' ✓ own mTEw. W. �' F'' Phi 02017 EwsTaeI NE,.LL sup —my, INC. i— A S' S` A Accordion Shutter System ■ ■ ■ ' , f ,i TALI' TESTING s ENGINEERING COMPANY American Shutter Systems HV. BADE BI W/ DR w/o NV. WNDCW aADE KscoRmN oAa orAaM ee �(,^(� p uss N.R aeu ay. w..aa; Nwow C,rooa, nmp aiI Assoalafton, Ino. f'`•"aa PnMw : (po.)d]I-,mo . rw : (aaalen_r9Tr 4268 We9troads Orive •• = s/10NAL - ',e_a" West tar 1 o(o Is-aes /s, 1 II,iL of/s�/n a �\iG ,,,' ,C°T°I°,.O0A1 Palm Beech, FL 33407 a DRAWING No grP•A1 METER 4 milt JI. PL i a C e[' �a•,.n_ •�..v. ROPLA IIC. J Mlei a , 7—, 07 - ALIENATE_ 31 yV.4 E/FEYALE "T'" LQCKS CEN EgMATES�X IMERS i 1 HV BLADE SIX IOU" a.'CONNECTION i. SHEETS G.p OI-ID P. m E 6 f�. ' rCRIEW wmiaw.,� Q �� 1➢Ot. WI BEET 0. t sleas vw wlmrtw aWMU M18f1 Wei IIArWE MN A�1 xuRWr� xNa / CBN. tl YI.WIiILI11FFO r/ A'A0. CIFN[/ aun vuaiworc, l¢u man oror m [ouu �t ( HV "T" LOCK P.E. ----_ ._....., �.H�."TL.._.__. IN alw•. i-. owa mnl --(9 Iff OUT 0-20 x 1 I/x' S.S.M.S. 7/8"O x 3/32" WINGNUT. HOD_NVWt FLOATING STACK 92017 mssco, trc, TILUT TESTING @ ENGINEERING COMPANY aua«a. aau. tt, sue ias. wNian cwm4[laxw ula vowel fwsN'+1-lam. r<:1 (sm)esl-lal mw: ul«w.m.<em ®-woaxly [clam � tgLe a.. vt [LOIUM ac / N10I iiQ�io�Le: u�L [ t as mra a u%mo xov®� IaG . a axm e tt IwD64 M1OmY 4a' Q¢i4 Nbx9 O `xIC M Ilt MIM1TxC6 MlGibp anal AIZG A.aS■S■A: American ShuNer Syste[ri�s Assoctallon, Inc. 4268 Wests Drive West Palm Beach. FL 3340 ��� 1 , ccordior rLv elanE gT w. oR I as I3-WS , a 17— POURED COMM OR Sww WALL Iyj / f CONCRETE f 6 OHo. o te• e /' , �EDSR116 GL155 ! f; /Ir"S f GO ED I f OM S 1/ie •J' NAY 11 ITYi BIO9 AN 11 (BOW - a 9EEr tOEa FOR nA0E5lDk® OF SIDE (CLOSER PLTJTNE12' SOE 1/2• MW. OF(D) 5 1 ASP OR wry j SIDE OONNECTI" TO TRACKS S l'• POURED CONCRETE OR OR CONCRETE SLOCK WALL REOUREO — zilx ND cuss 0q f % j'• wncXCfC BLOCK WALL MUM ;: L--dlsnNc clwss ` .1 J i UN GOhS: M KM WNl REOCRED /—nfI51WC GIAn SOfGaAE ON 9EET f / bW 'ON' W TO mRR ?� / SGiLUE ON'9�T Oo® . 1 aiasmsQg ♦ USE I. — — NUWNU�UU CUP (605 75 ALtt GGI/4-4 TAM SEE TIME OVC z STD[ CONNEC WALL AT DE 1 OR � DnITA 90E I4I1' GONNE�GT ONE D TAI ft 22 END CONNECTION MAIL ) BLi( wA�LL 0 REQUIRED OEu / To OR NorSQEgm SN ♦ lD1 AIION$ DEEET U6CI6 TOR{{ aW©ONy PLAN ONLY FOR IU511NG GI/SS I --ri OR 3 ,A1's,•; •. J ENS, - SF ..9 * ro i,6�(yJAy�`, *' '90'•,��•^RVY j ,Y ••Ar•••••••' ; Q`Ax T ' s/ONAL E �n''' n r ,eru A%c�n{im mr in..r W017 1ETE 1�C p AnSwS, a American Shutter ferns � Association, Inc. I 4268 Westroods Drne west Polm Beach, FL 37a0, � GMT? LIRiERN META[ SUPPLY. INC.—MMMA TM Accordion Shutter System HV. eIADE RI W/ OR W/O H.V. VANEIM BADE TILUf TESTING @ ENGINEERING COMPANY sna" R. al. u..aro. xcvu awrcrII.. n Ml ta, I WAIT-I510 . /m . Ooa1m1-tsar RUM A TLUT 4. P ROROA Uwi "107 n, o[smvnwi wrt taAvm ev; ir, 1 �dD 15-M I wT GT E7/1, J DRAWING No 17_1 D7 ATIONS W/`T MAXIMUM SHUTTER SPAN# 'L+" OR 1— (ft.) FOR A� INSTALLATIONS W/ N IE] ,r ®or or !0 LOCKING. RODS or ONE or of 28 29 W/ ONE W/ NO LOCK NO RODS (9 30 /TWO LO®NO (SEE NOTES t, Tt) Aga WALL MOUNTING FLOOP/CDYNG WAIL udpPAw YWNtINC AAtw M (• q�) ... _ _ N m`1�) noDR/CGuxa ImYMlxc P.E. SCHFOULF a3 A%IMUM SHUf1ER SPAN* "L+' R 'L-' (ft.) INSTALLATIONS & Wf ONE HV LOCKS OR W/ NO LOCKING ODS (VAUO FOR UWNTINQ( SHOT 7) AAA Oda+as aana N OJT CWCRF C R19TNlAnON3 rtWR/t0um MaA+OINP ..NOOK ML NPNO U L-se >D 1B'-0' I 10'-0- 35 IS'-3• I 19'-IW 40 45 50 SS tl'-Y 11'-ry• SS 9'-5' 70 73I B-9- +NSTMItnDN LEGEND CONCRETE & MANSORY W000 WALL A. B, C, D. E. M. N. 0. P, 0. MOUNTING F, K & L R. S. & V. FLOOR/CEIUNC MOUNTING G, H. 1, II, J T. U, W & X & M 0 MAX9AUM MUTTER WIWI i+' ON 'L FOR INSTMIATWNS INTO W000 SRALL BE UNITED TO 105 PAT. ASO. DESIGN: PRESSURE, MRNG. t NV CORNER CENTERWTE N MAT BE .USED AT ALL MOUNTWG INSTALUAvoG L awa SPECIFICATIONS SNVLL GE AS INOCUID ON NANDMONT CONDITION /2 NOTE 13. SHEET S: tt"CEPT THAT MAXIMUM SNUFFER SPAN 'L; OR 'L- AND MOINUI ASA DE50t0 PRESSURE RATING MI INSTALLATIONS INTO CONCRETE OR CONCRETE MOCK SNHL BE UMREO. AS FOUOfS: I- CONNECTIONS TO KEYSTONE MOUNTINO LIMITED TO +04.-72 P.A.I. AND 8'-0' SPAN, SEE MOUNTING ©ON SHEET 7. WIND ZONE MINIMUM ASTM E-1996 SEPARATION TO GLASS 1 THRU 3 y" T HV BLADE QW17 TLRGO, WC IL ECOuae. TILUT TESTING & ENGINEERING COMPANY &M4 NY. NN. M. 51A ]M, N44G W0a6. 11LtOl ]I P+wnr , (30.A)E7I-ISTa.. fa. , fMnlml-IS31 4268 V West Palm (1) L+: MAXIMUM ALLOWABLE SPAN FOR A GNEN POSITIVE RSA. DESIGN PRESSURE RATIND. L-: MAIL ALLOWABLE SPAN FOR A GWEN NEGATIVE AS.D. DESIGN PRESSURE RATING. (2) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR WALL MOUNTINGS (TOP/BOTTOM) OR FLOOR/CECJNG CNEN A POSRNE AS.O. DESIGN PRESSURE RATNG, GGNEN AINNEGATIVE A.S.D. DESIGN PRESSURE RATING; DETERMINE MAXIMUM SPAN 'L--' IRON SCNETUIE. FINAL MAXIMVM ALLOWABLE SPAN IS EQUAL TO ME MINIMUM DETERMINED SPAN BEOVEEN 'L+• AND Y- 9).B S) PROCEDURE TO DEERMINE MAXIMUM SPAN FOR COMBWATIONS IN BETWEEN WALL MOUNTINGS W/ FLOOR/CDUNG MOUNTINGS: FOR A GIVEN POSITIVE A.5.0. DESIGN PRESSURE RATING: DETERMINE LI+. MAX. SPAN FOR WALL M W NG INSTALIATIONS U+- MAIL SPAN FOR FLOOR/CDUNO MOUNTING IWA LATIONS MR A GIVEN NM'ATWE A O. DESIGN PRESSURE RATING: DETERMINE: LI-. MAX. SPAN MR WALL MOUNTING INSTALATIONS U-= W. SPAN FOR FLOOR/CEIUNG MOUNTING INSTALLATIONS FINAL MAXIMUM ALLOWABE SPAN IS EQUAL TO THE MINIUUM SETMEFN It+'. iJ+', 'Lt ' AND 'U-- (4) GO TO ANCHOR SCNEOULE WITH FINAL WWMUM ALLOWABLE SPAN AND NE34WE AS.D. DESIGN PRESSURE RATING TO DETERMINE MAXIMUM ANCHOR SPAfJNR Accordion HV. BLADE All W/ OR UK. 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F :>i ILL E- * : TILLIT TESTING A: ENGINEERING COuPANy (305)B71-1520. Fax : r]f61021-i yl Rd�VANCEDHNOLOGY M "SET II II • SEE MICHQR SPECIFICATIONS ON SHEET 13 O VAUD ONLY FOR UP 76 +70, -78 PSF A.S.D DESIGN PRESSURE RATING @ FOR SPANS. ER SCHEDULE �3, SNEEf1 Amorlean Shunter Sys! AssoclDHan, Inc. 4288 Weslroads Drive West Palm Beach, FL 33 BLADE ®1 W/ CR WAND No 17-107 (s0: u0a wcs oN swan Ha & 17), lJ B !� T FR.AT E SOUTHERN PINE No. 2 W/ MIN. G.0.55; SPRUCE PINE. FIR NORTH SPRUCE PINE FIR SOUTH uam� DOUGLAS FIR W/ MIN. 0-0.50 W/ MIN. G=0.43 W/ Mig C=0.38 MIN. MIN. COX sw ei WALL MOUNTINGS M. N, 0 & R COUNG MOUNT T FLOOR MOUNTINGS WALL MOUNTINGS CEIUNC MOUNT T WALL MOUNTINGS CEIUNG MOUNT T D R W & X M, N, 0 & R FLOOR MOUNTINGS M, N. 0 & R F1AOR`MOUNTINGS MOUNTINGS g0. 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SEPIR.OION TO CIAGS _ (SEE SCHEDYIE ON SHEET 11 �0 uw sFPAGTION ro sTMs �{SEE SCHEpAE Ox SMLT 1 i 1 .. -- -.-- VV �1 I il— Ll� //YAPCON WRN AMC® 1SFE MREADPORY TEcMOLQGy9nf1W/ 1/2'L PENET ,ON or-YQININ (SEE SWEAxE GN �QT NNStyj,E}�plTj.ro 5N OA: ®HV WALL SILL INc7A1 I AMN ♦ Iw,gvD�aeQRTL P v rpuir. Cv 'VP n T/ "'" Q017 T nW. wC ICENs ••,, ✓ as -R 0M A.S..S 3 AmeNean ShuttAr TRUT TESTING & ENGINEERING COMPANY WS NY. MU. X. Gw ]0.1 W0Y 4NR61ttltY D16 ABGOGIG}(DETr C Pow ; fwsFn-le2o . ro. 1 (De2ND1-I201 4268 Westroods R1IDA.{`,�,:'.� 11,T, w, o m� West Palm Beach, �1 i'o-a1/n1.." YPL, YC 1 M16L HV. WN0 air I (4"0 TAPCON OR TA N Wm, AOVMCfO NRTADrORY IECHNOLOCY W/ 1 1/2• PLNETIUIpN K MR Mr ro 0511ND WOOD HEADER. U SOOW{E M SNEET 15) - 24P CCM. StLL / PUTS M.G. -1 1/4N TI ON TMWN WRH A MCED MRIWFORY TECHNOLOGY W 1 in' Y:n. PO¢TMTIDN Of ARPA To omo WOOD Io2DER. (SEE SCH]NIIL ON Soli IS) iTNbl O2 WA HV. YANG No 7-107 E I'll /4•. TAPON OR H�NoTTIOM TECmo W/ 1 1/Y YN. PENERAMN or TM AREA 70 CIGSIWO WOOD NOul (SEE scnEDNIE ON Oita 15) I Lf>a l MW Y.4• IL Nr]DER 1rco'o bN, sEPA "C to Guns I (SEE aa1RDUE ON sNEEf 11) f @BY —WALL HEADER INSTA I eTlnu 1-5[E 91Q.i 4 IWI nPIK 991REA ASRLRv a-uswmrc uerlals rAx rc aWI�QG W Ax/ nr m sur Nn WnALunWL TAPCOTMCON N W1M ADVANI,/,MREIDFORM TECNNI I//a• Y,n. PEN1NPF M AREA TE*SONG WOOD NEAOE&WS.(SEE sCNEOVIE aN SN0 6. OA.I�1 or © or© GPm o T AIGUS.—s] L EWSONG I I 1 TO aAv (s¢ ' --OOR ®* 'I U Ea5N1G Ili NCR em ! GIASs\ dN6 \ll (Da� 1 �lu0CA1W1pN I I ©4 7 a� N / WASNEh4•Na x. woso—� ..), HEEADD Tm ,a„ scaLws o 1a• ... I•o TWCON OR TA CDN W ADVANCED TNREADEONNJ L—a• Yal.� :NNOLCV W/ 1 1/2 1Nn. PENEIMT.ON OE MREPDEo .vkl A TO Effma WOOD HEADER. (SEE 101TWLE b,'sw 13) AREA TO M BjefDR �W FLOOR SCIIEODLE ON HV INSTALLATION CM17 TETECO. M. �T1Eco A.S.S • * TIWT TESTING & ENGINEERING COMPANY a^eNC°^ShuHor TT .ua N.W. xu Ea, W. am, ,,.ma, TPR@M, ROMA ul Ae000iatioG, (awA lsw , r..: (GOsyn-wl 42158 Westroaes West F BeocD, WALIOR A 1ODT Jc P.E. mr in.v i1(MWYE Ub E 44ie) EDGE IF APPLKA w EASING WOOD a5ss oR RAFTER o as• O.C. REOUOtEp I05RRO VWnT /4• U.t. MN. © or © Ulm L00 M um y PEW 3 MD MIM H MAIL s'-G FOR FDN Cl I OR oR [ �P�AR� TO GI/55 I SCIIEWIE := I I mm I I lox n) 1ryl p I I I. I 1 ie}1 I I I (S¢ IIETo MY.ESS 5 AT ING WOOO NObebL IRFMED L7C O AN0 1N5 LY VAbD Hv Accordion 'wOR w/o Shutter System ' aAE[ pUNN BY; LC 1 OLD Is-08.S ] 1 I DUO 0]/a]/17 DRAN]NG No 4 �7-1D7 8,00:101 i• O wJ O.O•®•O�fi •(i. O.O.O.O-Q!•O ENO CONNECTION DE7/1l ar/ in1 t) a¢ aw c" u w END CONNECTION QETAIL 80 e el] Mxco. m Fi IL ECO,,,�. A,S.S TIWT TESTING & ENGINEERING COMPANY American Shutter wa we. ,aa, aI. m. aaa auiva. aivmoq numl NIe Association, PMN : (n+M]I-IaaO • rm : (w)an-rav 4268 Westroads •-"'d' ®-ame0,10 tl1`^" ]Io West Palm Beoch, M4aN A TW! b. P.E n�m 11bmA IY. / NIfi] END_CONNECTION DETAIL to • mrm w ra aaua omlw nus Ira ♦ SEE IIM�ATONS Oi OSE E'GR BIAGE i GN SNEk� 19 KV. we CAWING No 17-107 .a 1 — Ft. 61 (Mbl (MMI Mbl M91 (M N (Ibl II M � b, b' b b b b bt bl b bl b, b bM bl ���Mgll'I(M c� M O YXIW IIEO PIII ELEVATION INE ED'AAADIDI ro aAQ CDs' �(s¢ 9]PDOE a+ sar 11 MDR BAacm -- _------- _ ----� I Ro aV - -- NF EIN6�4 p 1 ® nP. s•RR30NAONWD 4 AB!OQz7' ® • .� oM ..M !�. --- Q��;•: JCENS�C':v9 t• 0E017 TLLTECO, M �L \`•� TIWT TESTING 6 ;? ,' yQA'..•(F1EIInO•:'\V�i• ENGINEERING COMPANY MLW x11.]LIx 34 D•. ]<'y \Wfli.4W@M..FMOIM .l1 --�^-^!^_;.M•�l• Pbv M (SO!)0]I�flSa . Ia• 1 (]WN1M-MVM 1. �I ASO. OElEN PR[59115 PAIOG .110, - 110 ".1. ]. SIMMER WM: or a & WE BIL N 142 a mor"116 M A.S.S AmaNaan Shutter Association, 4268 Westrooas West Palm Beach, R N ON SHEETS 0, wivr S'le A 17, K IN StE111 ONLY A A W OF ! ORIONGS s) FOR FER Ar SPA Q%HvI OR B N u R. ErARNy'E mqy TOx aR sEOK OF IIY lAxDw IAAOE A INI1E ron Ny uu BEir. lr. ON LW OAK GtlOC M FNOY sEvaENB a Can MY w NV A mil [IOW B © u= BE USED AETDOIAIE TO A SOUR 11Y BADEQ D surtm! ya1D6 AMEs-ENU A 4 BE OdbDEO ADUCENT W A SO1D IMF I EO1NR m OF TIOM. R9DNVE w YPIGON S K MALED W TABS FA m OP 1ME arwwD FRaRCIED. 11Y 11p00N WST K LLED AND IOCIS•0 INiM A IlJ SEIIMNG 100 O ASSA NOR sPACNO SOEIK" FOR VORA TONS PIIO NOOD IIUIIE 1N SMOT 1!, A9 IIMHIm BY SPAY NIO OFSIW lG1D (sEE NOIES K1• xaR >PADBD soNEBE FER 12 116FNEA1\4 u3 A9Duff 1 PI cO10tETE BODE 1wL oH'i101! 1] IR01[D O ]a.. 16V (sEE IAIR 1 6 ] AWVQ. SPAREigN TO aTA55 SCHEMA[. PER A E-1E98, = IIaON1Y sEPNU1gN w c1 Ca S I BaS' NY. MACE #1 W/ OR 1 N. _j o w o.c. / o DOSTNC Ct/55 YIN. SEPARAIIGN (SEE SCNEGUIE) I _t 3AM1 a 114% a.. mac .e. _016TUC nxrtx ENEaa IMR�ONc AND CONDITION OF Icc ±aR BERTHp(1)HV B= e. nRDION SH O'fCR c_yy_, EM INSTALLATION TO META rO1D NA 1 c I. MAY. A.S.O. DESIGN PRESSURE RATING'. +75. - 75 (pat) 2. MA(. SHUTTER SPAN: 84' 3. ALLOWED MOUNTING: 9 ON THIS SHEET. 4. ONLY ENTERMATE 21 W/ 24 HV LOCK ARE ALLOWED WTH 21 ARRANGED A METRICµlAYOUT. USE 0 (2) 35 (6' LONG. MINIMUM) MUST ALWAYS BE INCLUDED AT IOR OR INTERIOR ACCESS SIDE OF CENTERMATE, *# BLADE SLACK DETAIL HVF IS AM VAUD FOR CENTERMATE 21 'APPUCATION WITH BLADE 1Q WIND ZONE 14NIMUY ASTM E-1686 SEPARATION iI TO MASS n I THRU 3. I' 4 it 4• IGv Asifi A-bs] Uilti io 27a ; a 6' O.C. tw, c-m rxv. san YEsa sums A te• ua y;x. ;:= ;;?� MS WALLLHEADER/SI IbMAI L ATIOM 1� (i ���(p—rySySpTtq �� WPv1rASE -------Ril-- —�pCicl S---� — I — TE1;;—SAS-ffY� I 1/2• t �77d�''�-]] i IL ECOHra. �' ;• • •// TILUT TESTING & ENGINEERING COMPANY QL STATE e1R ' �. C dv xa. xun, sY.:OA w�L wem4 II"ta1 n ^'^., t: P : iw : SNsJ�t-tut 4sF7iIYRYMICTIRG ■.1DIA A n11r b. P.E P'Jnesc Twm. m / ..tm A.S.S American Shutter Association, 426E Westroads West Palm Beach. I I I 12.Wa• M .r , p9' 3® 7/4"0 NOMINA A MIN M ccvc 6063-T5 ALLOY Q.�1iE � ].0ae• .x IENGM . r MUST PENETRATE Q i' L3T3' r, 2sa• r � oso• �l— �e 1/4•a-2G THREADS 43 1�4"O ELCO CONc1u1 CTION PRODUCTS FAH—LOK HD COMPONENTS SCALE: 3/8•. t• LGCAA AT 12 HV IGAD OROS I VIEW SIDE CONNECTION TO TRACK Kfl AWING No 17-10