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HomeMy WebLinkAboutSET UP-INSTALLATIONS1. WAR II FOIDLYG IMPACT PROTECEIVE SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (PLED.) HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2017 (61h EDBON) OF THE FLORIDA BUILDING CODE THIS FOLDING IMPACT PROTECTIVE SYSTEM MAY BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES (HVHZ) AND OUT OF THEM (NNVHZ). DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTIONS 1620 (HVHZ) & 1609 (NHVHZ) OF DIE ABOVE MEMIONOT CODE FOR A BASIC WIND SPEED AS REQUIRED BY THE JURISDICTION WHERE THIS PRODUCT TO BE INSTALLED MR A DIRECTIONALITY FACTOR KB-O.BS. USING /SCE 7-10 AND SHALL NOT EXCEED TE MINIMUM AS.D. DESIGN PRESSURE RATING INDICATED ON SHEET 13. IN ORDER TO WFUA' ME ABOVE MOTOR. ULDWTE DESIGG WIND LOADS DETERMINED PER ASCE 7-10 SHUL BE FIRST REDUCED TO ASTI. DESIGN WND LOADS BY MULTIPLYING THEM BY 0.6 W COB TO COMPARE DOSE W/ MA . VA DI DESIGN PRESSURE RATINGS INDICATED ON SHEET 13. IN ORDER TO VERIFY THAT COMPONENTS & ANCHORS ON THIS RED., AS TESTED. WERE NOT OVERSTRESSED,A M S INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS HIM USED IN THER ANALYSIS. A OURAWN FACTOR CD - 1,60 WAS USED FOR VERIRCADON OF FASTENERS IN WOCO. FOLDING IMPACT SECTIONS 1626 AND AS PER MINFEIUNG TESTING, INC. IOTOCOtS TAS-201. 1616 & IM4 OF ME 2. STAINLESS STEEL SHEEP METAL SCREWS USED AT SUITS O & ® SHALL BE / 10 x 3'. 410-NT MINIMUM SERIES W/ 173.6 Wi WED STRENGTH & 187.4 W. TENSILE STRENGTH. SCREWS SHALL BE COATED WITH X'YIAN WOO SERIES RUOROPOLYMER COATING, AS MANUFACTURED BY WHITFORD Co, BOX 507. WEST CHESPER PA. 19381. 3. All ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION ALLOY AND TEMPER AS INDICATED ON SHEEP 2. MINIMUM WELD STRENGTH FOR M0 T5 ALLOY AT SUITS SHALL BE Fy-25.9 Wi. 4. ALL SCREWS 10 BE STAINLESS STEEL 304 OR 316 SERIES W/ M Wi WELD STRENGTH AND 90 W TENSILE STRENGTH OR CORRCSON RESISTANT COATED CARBON STEEL TW/BUI TEN SCREWS AND MAUL COMPLY W/ "I SNW'NG CODE SECTION 241121. 4. AIL AWNMUM POP RIVETS TO BE W52 ALUMINUM ALLOY WON ALUMINUM MANDREL S. BOLTS TO BE ASTM A-307 GALVANIZED STEEL OR AS 304 OR 316 SERIES STAINLESS STEEL WITH 35 WI MINIMUM WELD STRENGTH. 6. ANCHORS TO WALL SHALL. BE AS FOLLOWS: (UNLESS OTHERWISE NOTED) (A) TO ]COMING POURED CONCRETE,' - 1/4' 0 TAPCON W/ AD✓ANCED THRFADFORM TECHNOLOGY, AS MANUFACTURED BY I.T.W. BUIMEX, INC. TV M. hm3192 Mi. - I/,l 0 x 3/4' SOUL SET, AS DISTRIBUTED TUTED BY ALL POINT SCUD BANCHORS TD MN. Fc-3000 MI. - 1/4' 0 CRETE-REX, AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS TO MIL EP.3350 psi. Nam: A.1) MINIMUM EMBEDMENT OF I/4- 0 TAPCON ANCHORS OR 1/4- 0 CREE-REX INTO CONCRETE IS 1 3/4% MINIMUM EDGE DISTANCE (E.D.) SHALL BE AS PER SHEET 13. A.2) 3/4' SCUD BET ANCHORS SHALL BE ENTIRELY EMBEDDED (7/87 INTO ME POURED CONCRETL NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4 0-20 SS SCREWS USED SHALL BE 1 1/2' LONG MINMUM SHOULD SMCCO IMST. A3) IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS, OR PAVERS BE FOUND ON WE COSTING WALL FLOOR, ANCHORS SHALL BE LONG ENOUGH TO REACH WE MAIN SIRUGNRE BEHIND SUCH PANELS. ANCHORAGE SHALL BE AS INDICATED ON NOTES Al & A2 ABOVE (B) TO EXISTNG CONCRETE BLOCK WALL: ASW C-90. - 1/4' 0 TAKEN W/ ADVANCED WRFADFORM TECHNOLOGY, AS MANUFAM19ED BY I.T.W. BUILDER, INC. - 1/4' 0 x 3/4' SOLID SET, AS DISTRIBUTED BY ALL POINT SCUD BET ANCHORS. - 1/4' 0 CREM-FLOC AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS. NOTES. 8.1) MINIMUM EMBEDMENT OF 1/4'C TAPCON ANCHORS OR 1/4' 0 CRETE-FLEX INTO CONCRETE BIDFX UNIT IS 1 1/4'. MINIMUM EDGE DISTANCE (ED.) SHALL BE AS PER SHEET 13, SSSS B.2) 3/4' SCUD SET ANCHORS SHALL BE ENTIRELY EMBEDDED (7/87 INTO WE CONCRETE BLOCK UNIT. NO AA EMBEDMENT IWO STUCCO SHALL BE PERMITTED. 1/4' 1-20 S.S SCREWS USED SHALL BE 1 1/2' LONG MINIMUM SHOULD STUCCO MST AND 1' MINIMUM FOR WALLS WITH NO STUCCO. .* B3) IN CASE THAT PRECAST STONE OR PRECISE CONCRETE PANELS BE FOUND ON ME EXISTING DUAL, Z ANCHORS SHALL BE LONG ENOUGH TO REACH ME MAN STRUCTURE BEHIND SUCH PANELS. MNCHORAGE SHAD. BE AS INDICATED ON NOBS al & 0.2 ABOVE of aI:ANNtL ) BY St. Lucie County (C) TO EESTING WOOD FRAME BUILDING: G-0.46 WIN. 1/4- 0 TAPCON W/ ADVANCED THRFADMRM TECHNOWI OR 1/4- 0 CIBB-FLEW, AS MANUFACTURED BY OW/BUIMEIE, INC & ELCO CONSTRUCTION PRODUCTS, RESPECIARLY, OR / 14 AIDS WOOD SCREWS OR 1/4- 0 NOS LAG SCREWS. ZEffiS. MI) MINIMUM WREAOED PMERI OF 1/4' 0 TAPCON OR 1/4' 0 CRETE-FLEX OR /14 NOS WOOD SCREWS OR 1/4' 0 NOS UG SCREWS INTO THE WOOD TRAMS UNIT SHAUL BE 1 1/2- TOR 01 THRU d AND M THRU CS CONNECTION TYPE AND 2' FOR CS, OR AS INDICATED ON WOOD SECTORS ON SHEETS ID THRU 12. NO THREADED PENETRATION INTO WALL FINISH SHALL BE CONSIDERED AS PART OF THE RE9UNED THREADED PENETRATION. C.2) MINIMUM EDGE DISTANCE OF 1/4' 0 TAPCON OR 1/4' 0 CREIE-FLE( OR J14 NOS WOOD SCREWS OR 1/4.0 NOS TAG SCREWS INTO WOOD SHALL BE AS SHOWN ON SHEETS 10 THRU 12. C.3) W CASE THAT PRECAST STONE PRECAST CONCRETE OR BRICK PANELS, VENDER OR PAVERS BE FOUND ON THE EXISTING WALL ANCHORS SHALL BE LONG ENOUGH TO REACH ME MAIN SUBSTRATE BEHIND SUCH PANELS. RANI NUM MRE DED PEEIRADON SNAIL BE AS INDICATED ON NOTE C.1 APOVE (0) TO METRIC STEEL STRUCTURE: MOH. 12 WE, FY-W KS (MINI NATEWAL -1/4' 0 RW BUILOFX TEN SCREWS, W/ TILL THREAD PENETRATION. NOTES DA) MINIMUM ME DISTANCE OF RW MIU)EX TEAL SCREW I'. 7. ANCHORS SHALL BE NS7ALEID FOLLOWING ALL OF THE ROMMMENDARCHS MB SPECIFICATIONS OF ME ANCHOR MANLFACTURER B. T SHALL BE ME RESPoNSBIUIY OF ME CONTRACTOR TO VERFY ME SOUNDESS OF WE STRICTURE WERE PRODUCT B TO BE ATTACHED TO INSURE PROPER ANCHORAGE MIS MU TO, SHALL ONLY BE A,,XHM TO CONCRETE BLOCK OR WOOD TRANS BUILDINGS. 9. EACH UNIT MUST BEAR PERMANENT LABEL IN A VISIBLE PLACE WITH WARNING NOTE: DURING FOODS OF HURRICANE WARNINGS HOME OWNER, TENANT, OR OTHERS, MUST PROPERLY CLOSE ALL CENTERPIECES AND ENGAGE OR LOCK ALL LCCKS. 10. PRODUCT IANIIFACNREII LABEL SHALL BE LOCATIOM ON A READILY MOM LOCATION AT PRODUCT IN ACCORDANCE WITH SECTION 1709.9.3 OF ME FLORIDA BUILDING CODE ONE LABEL SHALL BE PLACED FOR EVERY OPENING. LA9RNG TO COMPLY WITH SECTOR 17OGI OF ME FLORIDA BULLING CODE II. FOLDING IMPACT PRORTMINT SYSTEMS NSTALLATION SHALL COMPLY WITH SPECS WOIGTFD N LAIR DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS PROMpED BY ME JURISDICTION WHERE PERMIT B APPLIED TO. 12. (A) THIS PRODUCT EVALUATION DOCUMENT (P.E.D.) PREPARED BY THIS ENGINEER B GENERIC AND GOES NOT PROWDE INFORMATION FOR A SITE SPECIFIC PROJECT 1,0. WHERE ME SALE CONDITIONS DEVIATE FROM THE P.ED. IS) CONTRACTION M BE RESPONSIRE FOR ME SELECTION, PURCHASE AND INSTAMATKN INCLUDING LIFE SAFETY OF THIS PRODUCE BASED ON THIS PRODUCT EVALUATION DOCUMENT PRONGED HE/SHE GOES NOT CFMTE FROM DE CONDBONS DETAILED ON TINS DOCUMENT. CONSTRUCTION SAFETY AT SITE B ME CONIPOCIORS RESPONSIMM. (C) THIS PRODUCT EVALLMTION DOCUMENT WILL BE CONSIDERED MAUD IF MODIFIED. WE (D) CPROJECTS SHALL BE ENGIEER OF RECORD (E.OX.)COFOR ME PBY A OREGISTERED ROJECF ANRIDA IIWWILL BEE RESPONSIENGINEER OR BLE WHICH MUL BECOME MEOR ME PROPER USE OF WE RED. ENGINEER OF RECORD, ACING AS COMBATED ENGINEER TO ME P.E.O. ENGINEER, SHALL SUBMIT TO THIS LATTER ME SIIE SPECIFIC DRAWINGS FOR REVIEW, (E) THIS RED. SHALL BEAR WE DAB AND ORIGINAL SEAL AND SIGNATURE OF ME PROFESSIONAL. ENGINEER THAT PREPARED a. '..FUAAA"4 THIS DRAWING SHALL ONLY BE USED TO OBTAIN PERMITS IN THE STATE OF FLORIDA tjCEN44t"•A✓y C FLORIDA BUILDING CODE (High & Non High Ve1wMy Hunic°ns Zone) o. 44167 ( 0=17 VPRO INC. TITAN II FOLDING IMPACT PROTECTIVE SYSTEM 0P Go ILL IL� C O TNg FOLDING SHUTTER CORP. °'a " � 1.H Hurt TEanxc aaxeulx`°�mMrAxY eTi°p9iJJa e°ms..13......l•E' 17-082 a: In.mooa..a„ ..naaWwoe..mx oAArwc No In :'$INl4vunvWrzpiLi�l P.E. emn, sxsv 1 cr u m C yl �• Z �P.tal e.2u• � oea � ® SLAT WINDOW 60EJ—T6 ALLOY e60bJ—TJP110Y (mO N R aHm BO✓E OWE v MY FOR � FEETmA MEASURED AT BOTTOM OF OPENING SEE COMPONENTS 20. 21 & 22 ON SNFET SJ WALL HEADER © R" MAR R.O. 6063—T5 A OY M411HEAD TRACK ® CEILING HEADER. ®gBOTTOM SILL •TRACK -- 6J=T6 iulGr 6063—I6 ALLOY �EC9P � I t2 gg � ma � a I oev I Y Eg Q FLAT END 600—M ALLOY �zru• � yJ- zou rm- I - �a- zm•— zur—� I� ? .a,• � .mz• A i - Ar. zw• z«e• y ALT. BOTTOM TRACK ADAPTER ©2-BOTTOM,kA&1GUARM, © 6 7 ALUMINUM ANGLES 506J—T6 ALLOY I- 06J=T6 ALLOY 600—T6 ALLOY ® CORNER POST 60H)—T6 ALLOY m• j N I E�zJw- © EXTERIOR CENTERPIECE 6063-M ALLOY , 1 ® BOTTOAf' TRA K APTER ' 06J=T6�.LLEOY COMPONENT a E 0 L2 Q 2' S' M . 0.125- 0.125' 16 2' A' MA%. 0.25' 0.25' Q t' 2' MM. 0.062' 0.062' PONEN v 1' J.1r0-- 9 9 ® RAIN HOOD 600-1`5 ALLOY FLORIDA BUILDING CODE (Kgh h Non High Velocity Hurricane Zone) mraro we. TITAN II FOLDING IMPACT PROTECTIVE SYSTEM oum e,. FOLDING- TTER SHUCORP. wrL L�aWELEWO COYPyiY nM>106TAl MrnE Yvsr cuM errrJE rn.l 17-0R2 aa�aa�wmrr-�v1v" x 1eDYMYNII �aae wMYwe xe —2ortr NEAwO Nwcow vww - To OF LORD AS AN OPIION FOR Ne ft lA ATXVOs UNDER iAROE AOSSu£, NAY MCLUDF PE --,,— AS PEP THIS DETA - Max (2) N]won /MY or w ONE SU! SPACED MM. 21' AYARE (NAE EVERY 10 SLATS} Lf,1 ; welplolaryp TYPICAL ALTERNATE PERFORATED (I)SLAT WINDOW ELEVATION (LARGE MISSILE IMPACT) FAD� - I . (2) MOONS NAY 9E YJ ONE SIAT SPACED A ]UNMAN OF N-APART, PRN 11' NIN FAWI ENDS OF S1AT TOP A BOTTOM. - EA SUT MUST N�YIFT wSZ&Ul? ADMOROF M iFM£R%E(FS IV4 OR , h AT CORNERS OF PROD] . ® SLAT WINDOW DETA2 y (nEvanoN) ��5 A�jjlr 21 Z—CLIP Q SNd� CjL—�AW CL TABLE is SOURCES MR & moms TITGI PRwxxnEs suvDlw slac MYJ✓AIM Pzr� TwMI / srnAr Punt umMNArNDN v ruAv rm IuaN @OCd SaC cMMT ASIY DJp: D.au ie/Iri o.wJ R/n' TENSILEsI ASn Dale M P+i. 9.500 FS F.En" STR AT 1tELD /SfY DJa. I;aM Pai Z IJ,IM p.LL F., .A%SIPMRN {IFINwLL uMUWS NPAV r3tu meD NO,D]0 phi NTMO P+1 E SIM vrmno M� umv ^MoAttrvlsn¢ ASIY D358 la R-A/x tJ R-le/x SMOM W6IM1 ASTM 02843 lu s pu a MU WOE OF WIFFING 0.5iu DN] o-1 cVSS 11 OeSS SOX IONMON ASIY DIA23 cola 4 3M T WATHIffig, ASIY wb Jp@IlE S}PENGM YIEA p£anIQIW Psn c— — 14i UIO o..l 1EusdC $1RB5 eEr0.¢E YRnYAwa AS. ova ".Ip.I. Wag Pal TABLE 2: SOURCES FOR SPADARD e,ISMR TO°t °'wPA^'] TK?X PROFFR125 �� BIAGC NH6Y RIPE � zmr2AFR SF spccnc wuMlr Am Dnz oal: Ie/ ]EMmE FEUD SORENMAT Am i,.aM ,SRmML SINQFw AT YiDD one AST, DJPo Rel RLL M11F4 NOgIIVS ASJY G130 IeO,OM p.sl. .,Ow NOiLNEn QM ASn Mee 0.8 R-A/in CORSIam OF THERN.LL OPpNIPON /SfN Owa Sb . ID Mf T ..'UTY IM1 w v-T uFl]LVL TFMpRYNNE ASIY D4Ie WO T Tury, '•.. Sr FLORIDA BUILDING CODE (High k Non Nigh Velocity Hurricane Zone) 44167 ! OJw] 11TECO M. TITAN II FOLDING IMPACT PROTECTIVE SYSTEM ° on LL IL EC O 1xe, FOLDING SHUTTER CORP. wnI' KA'-`V/ r' P AlE • nwi lcsnxo a cxclx,Plxc cowurc xl u¢o6n vix Mi�ami�-,ay.r.., 0:4ll.mooeLeem e-MLTTa RST'TPMSl q lagg AI, maM@gtliNlaamm t%-082 wealIa R 9¢R J 0! 13 it ./6tro.TV4/¢In WA FLUT nr L. P.4 rtOPIW Ue. / wle] . w]mas O1010>O>O1m>FD> V (2) 4( 5 \ USE O.C. UP (2) AT FOR PANS TO 99' I 30' 0 15 ' n 1 0 OR 8 (2 t JLLLU1 I I SEE END CONNECTION97YP.FU DEIFIES � C. O � . O ON SHEEP 9 TNC TE XpKHT, FOR 6 , 7 ] + 1 % + 6 CONCRETE, CONCRETE BLOCK OR WOOD INSTALIATIONS. O 9 t 0 9+ 10 + 1 :TYPICAL ELEVATION + N.5 • NOTE: SEE SECTIONS 1 THRU 3 ON SHEET S. SEE SECTIONS 4 THRU 6 ON SHEET 6. SEE SECTIONS 7, 7A h 78 ON SHEET 7. SEE SECTIONS 1W h 2W ON SHEET 10. SEE SECTIONS 4W. 4AW h 7W ON SHEET 11. SEE SECTIONS 7AW, 7BW, 8W k 14W ON SHEET 12. /-(2) o r O3 W/ 13 , 16 , 17 OR 1 g 2G ♦ NOTES ON tL 4 LOCKING TUBES @1 AT©3 06 . I. TWO (2) @ SHALL ALWAYS BE USED AT PRODUCT'S MIDSPAN SPACED USE (3) AT JO' O.C. AT 30' O.C. FOR SPANS UP TO 99'. USE THREE (3) $FOR LARGER SPANS SPACED AT 30' O.C. AT MIDSPAN. COMPONENT MAY BE FOR SPAN LARGER M 99' UP TO ldd' INSTALLED INTERIOR OR EXTERIOR SCREWED TO TAPPED ENTERPIECES (j)OR ®. LOCATION OF © SHALL BE AS SHOWN ON TYPICAL ELEVATION. 2. (2) LOCKING TUBES & SHALJ� AlW1Y5 BE USED TOP & BOTTOM AT PRODUCTS CENTERPIECES ! OR V AT ALL INSTAU.AMCNS. LOCKDIG TUBES y� SHALL BE BE W LEVERS AS SHOWN ON ME" 9. ,0+ 13 , O+ A. 44167 i SEE UNITATIMS FOR ® ON SHEET 2 FLORIDA BUILDING CODE (High h Non II FOLDING IMPACT PROTECTIVE SYST FOLDING SHUTTER CORP. Humcane Zone EM m PA mponT wrz 17-082 OW OW . wm . w 13 POLWm mNcN E OR CONCRETE BLOCK WOLL REOUNED. OTtRILL NNN H000 POVREo CONCROE� WHN61Tp1 Of— y/ 0.050' THICK S.S. 0.1 ROM LWD IF A OMNRM. (sm slm 13) ✓' ROLLER HBMs.G (sm XON-ucrvRY) Oau•P prP.) I {����, DUE: sNEEEr 13) /T0 . 3' S5 6]I5. N/ c —^ I r n]]]' tAVG NMH J 3/IB' OLW. POP RVETS 1 a/IG' AUDI I O IB' O.C. 1 s6MWc W/ A o.u0• CONT. PW IMVEIS• (a•ar u1K.) # TOP sccrbN o.Mo• atmtazm• 0 I6• oz. '/• ^' 0.0 AN0 G2a' T.a. AMD md0• I/.• a IIW O160f% 1 Om LONG BOTTOM T w5/FI•]'p�4 T� Micmx also' on ua MTTHHERR POURED axwETE I M"'TO GI ' I D'R'"o`pq 4p 1 BCO 1 1 0245- id STRIPPING Gil p OR CONCRIE BLOIX 1]� WeEn . 1' iF% J lTl'P.) sO[ lTm.l „{ �a sllm�u) T or 01 GaiE-w % I S.S. US mON ii Hirt e•I Or w41 REWIRED. T Ll I.� —^� T � MN mull M O 6. O.C. .; WMUIER 0 r D.C. W POURED CONCRETE I a 1 "R OR CONCRE E BLO K 1 MIN, sEvuunery W/.LL flEOUIRED. 1 I oj rows or r SON ULE ONESxm 13) ®t u ✓ W •� INNW SFD.. Dw COO BETE 8 ON llWXMM �BLIXK% OR / i R 'TI �(SEESCHEI I ON SINECT G/M'U/�i.3 �j aJ Q y 3 _ . 1' TIX SCRETf CR 0.1' ' M NUW SS. Y$ WTM VAL1E2 O .' I \ p +S D.C.L'. O.0 I W. s3 SH W/ 1/2b_\ 1/.' . RN RIBOIX TAYChe N/ y� WRIICIpH gIJ %i (Tm..Wili ON D3/Nts A Ii/EffJPaIOIMDLTO' I uY (SEE GHET 13) '/�': LORG(�TP. TOP). EXCEPT AT WALL FACE MOUNTING INSTALLATION cor.2. T'WP1CI5 t3 ROLLER HI(ifP.) ONET-iIEY W/ ' ]/a• 1 (' SECTION 2 N. SM[F[NSM O 6. O.C. (a•.r L. WALL FACE MOUNTING INSTALLATION W5ANCHOR 0 / / / mAG` // /%� / r / SECTION 1 O O O GROUTED BLOCK REOUREO (MIN. FC- 2 Lai WOUTI OR POURED CONCRETE 0 0 B uKrw mAoxc ST GG ED C 0 SPACING DECOR E l INSTALLATIONS DETAILS INTO CONCRETE 1�5`CENS(`/✓-;;M"' As.D. & CONCRETE BLOCK F''•9 = SCALE: N.T.S. NO. 44167 •: N�GOR COMBINATION OF SECTIONSCOMR NATION OF SECTIONS: * E . - EDGE DIV CE I- MOUNTING SECTONS CAN BE COMBINED (SEE SPEance IONS ON SHEET 13) ?9O�•'.; ,/ IN ANY WAY TO SUIT ANY INSTALLATION. fsS� T SEE (IMITATIONS FOR ® ON SHEET 2 RE Cootoc NW MUCTYR,, WNL M. (OEWRmE HELD) O EDSTNG NON ERGICRRL N,LL W. (Docemcm set.) DESIGN PRESSURE RATING - ♦65.0, -90.0 PSFI FLORIDA BUILDING CODE (High k Non High Velocity Hurricane Zone) ®201, TUTEW NO. TITAN II FOLDING IMPACT PROTECTIVE SYSTEM ORMN MR' Y.L p (�D• TTER FOLDING SHUCORP. Tm XMTp¢T PLLLD KETr PALM B6xlt T. 3N13 MIIU}ArNTI m' Rn " STXa CM4IXCERINO COYIAM aaaa X vrN LUN—Ie mpr-�u� 17-082 BRnp Ne ®-WDBTIP NKTCR A DWf L. PE MIN 1/4'0 R 3/4' iEN3 SCREW OR 1/4' . 3/4' T 6TE O W/ NUR @ WAAfER O 6' O.t.1 0460' HOLD NC CONCRETE °R , Ir ROLLEN NOlI51N0 NTH. SIDAIUTON WCK WALLEQUIREp / I TO ch OPTIONµ RUN AL) I�—(SEE SMEWIE N E0. I EQ. (NON-SIRUCNRµ) I ON SHEET IS) Ol m E O-r LIfS.B. SMS. W/ 1/3'0 µiFRINTE 3/I6' ALUM. T y 0/A' LONG MLON BVSHINR PoP pNETS O S' OZ.gy BOTTOY). EXCEPT AT ROVER Al RfM,I MOUSiNO (ttPJ 1 Dlj Nil 0.245' I.E. MP) (a0—'�s 14, O.B35.0 D1'P.) �IERLOTE ^ \ `3/I6- /CLAY. POP M ET^a O IR' O.C. BOTH SIDES LED k ANCMO� 3/Ifi" µUM PoP QLFMAMW / 8 RMIS O 16' O<. E0. E0. M. OAwx MIN. SEPAMIION 03]oto.MV q -3 MIN. 3/4- aYNCOD TO GRASS '(SEE SCHEDULE U R B WFATNER i OP � 1/Y 0 OR REWIRED ON RUM 13) El cREYE- i WOE ONB SIOF (M.I � T iw ANCHORS 6' OD. ORS 6'iOt. PCP NASD O 5- GO. AT Rm. I 1 • 3/Ifi- AUUX PoP MINERS O S �, 10' O.C. SOM BIDES e � E0. Ea. Lc6vEcnsl 6 ALTERNATE LED (am sNEET 13) @ ANCHOR . - 11I1AKK1 A . ]/H' TE16 SCREW W/ POUREDONCN,SUMCKCONCRETE OR a 5/B' WASHER OR IS/ CONCRER BLaEQ WNL MOLTS W/ NITR @ 5/B- WASXEW O U`UM REQUIRED A- p,E BUILD -OUT FACE MOUNTING INSTALLATION SECTION 4 INSTALLATIONS DETAILS INTO CONCRETE & CONCRETE BLOCK SCALE : N.T.S. NOTE FOR [OMRINATION OF SECTONS; * ED. =EDGE DISTANCE I- MOUNTING SECTONS CAN BE COMBINED (SEE SPECIFICATIONS ON SHEET 13) IN ANY WAY TO SUIT ANY INSTALLATION. T SEE LIMITATIONS FOR ®ON SHEEE 2 1/A' THRU BOLT W/ WASHER @ xur O 5. OL. p11' OR 2R5 l/6 GOM-M COW. µJV. µlGlE —TOP MOUNTING INSTALLA SECTION 5 PRESSURE RATING. .66.0. -66.0 PSF + ON SN 13) -{IJ Or ALTERNATE 3/I6- OLUY. 1 ',e T POP Nry O 3' O.C. AT REAR. 1 R 1 1S 3/I6' MUN. PCP RNE16 0 10' O.C. BOTH SNES / Yi1. 3/A- RAWO° IN. REONNM 1/A' TRRU BOLT W/ WISHER @ NM O IV O.C. n 'g EAOI BIDE. 1/f 0 TMCONS OR CREE-F. X ANMORB B' 0.C, POURED CONCRETE Ofl W.rol6- 6083-i6 COW. CONCRETE GLOIX AMOX OR BEM PLATE. REONRED ALTERNATE COUNTER —TOP MOUNTING INSTALLATION SECTION 6 MAN, A.S.O. DESIGN PRESSURE RATING=Or +6B-0, -66.0 PSF fat l � CONDUCTION C6(SEE TEO.W. SHEET I3)N IH-0 A 3/C TDO SCREW RED CONORDE OR '' OR Ile A 3/f BOLTS W/ NUTS :REM BLOCK WNL / REOUIREO @ II/r WPSHM O 6" O.C. yyun�a UI DIII°T MOUNTING INSTALLATION a° G FLORIDA BUILDING CODE (High k Non High Velocity Hurticana Zone) 1 : ' NO. 44167 '. ]R ®EDIT C.. INC. TITAN II FOLDING IMPACT PROTECTIVE SYSTEM °Pa" ON LL `�s IL ECOf„D. FOLDING SHUTTER CORP. l p ••' /�^�LA A"' �Q' '' ...CIE �1 C` 11-TTV MIM. k ENOINEERIN. COMPANY pL1Y WIMI. rt A:N fO99 HOOIR. 1. WEST PNY BFILN. N. ]]L1] I%-DB'1 LS I m�i WYa/i-I 4afW:-:n: n: m PN: I6N-W-6])1 /ONA1 EF16�a1j1 - t EH-OQONWOR)IB R�.1NE eeFullmmm ORItl°lo xu x ]M[I 6 N I] P RAM ��I67 P.L"5PA1/=QYYVRF/W1F npa/n MIN. POURED CONCRETE REOURED Do Nr°Pn ROLILiS 0.0.is'e I /1o.J'SSS P])J• IAV01 U. AND N45- 0�• LONG e"ye ORDONµ RUN I (NOIhshounuRW Mono QfP. IS ROUER CUM. alar,an0•.ou]O• 10.1WEARER SINIMIPPWC FA $PE (liJ ON �IJI t/r.r_1•ra MIbHK RVI 6UM1C0 1/66-M .1• SS (�-SiRJCNRAW � NUf U W45MIt WlyyW J/16'_N.W. POP ICTs O S O.C. Pi MI =mo ANCHOR MITI J/I6' NULL POP nes ANCHOR O.G. IC P.eaix s¢es PWnm lam. WI. ER.J TRAPPED MOUNTING INSTALLATION SECTION 7 wN Ear. ` • 4M. ALTERNATE TRAPPED MOUNTING INSTALLATION AT BOTTOM SECTION 7A SCALE: N.T.S. NOTE FOR f.OMRIN>TION OF SECTIONS: el' ED. - EDGE DISTANCE 1- MOUNTING SECTIONS CAN BE COMBINED (SEE SPECIFICATIONS ON SHEET 13) IN ANY WAY TO SUR ANY INSTA TGDN. } SEE UMITA71ONS MR ® ON SHEEr Z N0 Pn Q.TIGN OF Si/N]EET 13) %I SOi UO 11 ALTERNATE TRAPPED MOUNTING INSTALLATION AT BOTTOM SECTION 7B s '•. Y T FLORIDA BUILDING CODE (High k Non High Velocity Humicane Zone) NO.44187 m aq nMRm IxC. TITAN H TOWING IMPACT PROTECTIVE SYSTEM o110.1- 0 ar�n/IT I L E C O FOLDING SHUTTER CORP. nrz �{ S ._ 9 •'. n % d 1'.••.lQ EEER. i1Wr R$rl`0 4 fNUNaRtl@INe COYPWT ]R9 NP6TR4T gICC r.�.il. ..aA4n ImP+niv� Rt,IGGG W]-6])SN1] li-GHZ - S/DNh1 El, ' ...A[.SuJ]Iv4rvWa]lE I E: el4oCeI mlol6gMrvhw.mm DUTING N. "n,,Go MOMPS. mowa Uo 1 u.67 aun y Or 1] 1 RN wut. Irk ro¢ vu aalouu 1f¢ 0¢som+u"`"�D� IDI OT SPAN TURF MOU�NCimsL&��/TI`IOM SECTION %I�"."^IIT�ITInR-�IT�-U� �`rii.vi ui'wm__I III IIII f4t a/L' m mn wx eu max[ • Aum is Iwmw>..ut. P VN lumr0 POD fgT aamxq rAc If ._ 4a.t•, 11 LLB TYPICAL F.LEM (Q gUIRE AT BOTTOM .- .. LON TYPICAL ELEVATIOL(TUBE A� HT1 1 YE WIFATbM FOR ® ON SNEE1 3 Ny m, TABLE 1: MAX. SPAN TUBE LENGTH SCHEDULE (TUBE TOP OR BOTTOM) * TUBE 512E MAXIMUM PSPAN ALLOWABLE TUBE SPAN REO'D ANGLE LENGTH FA. END NUMBER OF ANCHORS PER END OF TUBE TOP OR BOTTOM TUBE TOP OR BOTTOM TUBE TOP OR BOTTOM TUBE 60' 106.0" 13 8 2'0PAt/B' 96' 85.0" 17 10 144" 69.0" 13 8 80" 117.0' 17 10 Y0"xl/4' 96" 110.0" 21 12 144' 91.0" 21 12 80" 109.0' 17 10 Yx5"xl/8" 96" 100.0' 21 12 144' 81.0' 1 17 1 10 80' 124.0' 21 12 2'x6'xt/0' 96" 114.0' 21 12 144° 93.0° 11 21 112 IP VAUD X50 FOR MDND4IR TUBE INSTAWTION ONLY WHEN WE SUM XRON OF ME SHU11ER5 HEIGHT ABOVE k BELOW DOES NOT D(LFID ME M. PRODUCT SPAN SHOWN ON TABLE 1. TABLE 2: MAX. SPAN TUBE LENGTH SCHEDULE (TUBE AT MIDROCHT) TUBE SIZE MAmMUM PRODUCT ALLOWABLE TUBE SPAN REO'D ANGLE LENGTH E4 END NUMBER OF ANCHORS PER END OF TUBE 60' 76.0" 13 12 2"x4"xl/8" 96' 50.0" 17 15 144' 48.0" 13 12 80' 87O" 21 1B 2x4"X1/4' 96" 79.0" 21 18 144" 65.0" 21 18 so" 77.0" 17 15 2".5'x1/B' 96" 70.0" 21 18 144' 57.0' 17 15 80" 88A° 21 18 2-.6"xl/8° 96" 81.0" 21 18 144' 66.0' 21 18 o 6 INSTALLATIONS DETAILS W/ SPAN TUBE INTO POURED CONCRETE = OR GROUTED CONCRETE BLOCK WALL sCNF: N.T.B. O O "'ll I aftI MAL AS.O. DEVON PRESSURE Mn � 3T2D PEF (" SERw., 111;I •,.> FLORIDA BUILDING CODE (HIgE h Non High Velocity Hunlcone Zone) J/ NO441c7 •;. ®40I> TITO. w0. TITAN II FOLDING IMPACT PROTECTIVE SYSTEM ReNR w V of IL EC OIxD. FOLDING SHIJUER CORP. 01nn" i • 90 '•° / %' C : •.'o€'.. OqI P. ' `�c..r nwr Tcmnc x axclx..cwc couP.HT m.c.. m, ~' WwiL �xN[c°LNLam -env xatn°1'�aaaa lwo-wo-m, 17-G82 - S \ S/ laWq.l.Wn.aw wee4xe --. 6 x.DIR:�JN, PE.Kil . . OF n I /•'ius a ia• o.c I \\ rcxs o ie• we i \3 BUILD —OUT END CONDITION EXTERIOR �'""'i cv�]1Qa�`�)o. HORIZONTAL SECTION 20 OC MOmNI WR' 140IOMµ SFLILX OHf.E . YPE•14V BE M. NIpiOR pi p1LA0 i MY VARY AT 1 SLIT AT TRAPPED INSTN ADDNS nno]yrnc2-nn — T 6EE L1IDTAIOIO idt ®OH SDII 3 uxN°Ra a u- we ro ammc xnaerz¢ NOTE 1 ONE LOCKING TUBE, PART $ SHALL BE INSERTED INTO THE TOP AND BOTTOM OF EACH EXTERIOR OR INTERIOR CENTERPIECE ®DR , INSERTED INTO THE BOTTOM OF EACH ALUMINUM LOCKING TUBE (aA SOLID THERMOPLASTIC TIP MU BE INSTALLED. THE TOP 1.100' OF THE TIP SHALL BE SQUARE, 0.357'x0.357' AND IT SHALL BE FULLY INSERTED INTO THE ALUMINUM LOCKING TUBE @e AND SECURED INTO IT 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 FIAT TIP. BETWEEN THE SQUARE TOP AND ROUND BOTTOM OF THE TIP A SQUARE, 0.475'x0.475'x0.085' THICK OCULAR MUST BE INSTALLED. AT THE TOP OF THE ALUMINUM LOCKING TUBE IiB1 A 2—PIECE, THERMOPLASTIC LATCHING MECHANISM MUST BE INSTALLED. ONE (I)PIECE, 1.375- LONG, -I A 0.366'0.366x0.630' LONG END 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 BY 0.188' WIDE CHANNEL TO RECEIVE THE THERMOPLASTIC COMPRESSION LATCHING LEVER. SOLID THERMOPLASTIC TIP INSTALLED AT CB) 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) cws x)sa• (IRPJ or Qot �`�� or \\mil �]ncwflnc w ✓r. V, rmn Inr.Ic AMCIr „. a'IS. xwaxmna scn°x IXIERpfl) OR a '/la' PoV MLR tll H" . aK rzRs • LY ac END LOCK ANGLE xoaortu zmmx 0,. vera srnaxa pm 0 V m.a � cwrtnRcc2 a- nc Wl v ALTERNATE LOCKING SLAT CORNER LOCKING DETAIL A� T/z4/l:_, xow anu ,. FLORIDA BUILDING CODE (High h Nan High Velocity Nurticcna b.I,) 02°V XT= wc. TITAN II FOLDING IMPACT PROTECTIVE SYSTEM 441 1L ECO IMe. FOLDING SHUTTER CORP. °'.17 nrz �y^e F W I. resrao a umaawxa eoueANr^+&1 ®-CGaB)19 µlq A TttR Jr. PE rtilOMC1 ma ruu PiAo,. 8 xu1] 17-082 �— �•yiTlAi .1� Lk. / .{Ifi) SX[LI ) V1] Ile e �� i p1 / 174• .. o/r' /' 9 %Ae/IYq£ia PM 5 1 �I DO VRIE-,IQ A`CI00.5 u wvrumsw ® p 0 \rtp �• 'Ao CORNER POST ISOMETRIC DYP. .\1 lOP 4Vp �IIOY 9IB5) A ro +ne- Po° wes. i A OPTIONAL SIDE ANGLE M..AS 5) %� pFCFS wY B: Mt my aP c sxo �/Is' wP nn,s ev t 1/Y Hw a wn. END INSTALLATION DETAILS INTO CONCRETE, CONCRETE BLOCK & WOOD (AS APPLICABLE) CORNER POST H=x & smhoh ii0. •1« . I 1Cf`` e?.R P{ eF/1/SR�r1154E/w,[ PAIR` 1Y Y ec MI FLORIDA BUILDING CODE (Nigh h Non High % OX17 Taco mc' TITAN II FOLDING IMPACT PROTECTIVE �L E� fOIDING SHUTTER CORP. Hunimne Zone) u oPvx eo W/3C/,T nrz 17-0R2 oatvmo w 6MlR g.Of li WALL FACE MOUNTING INSTALLATION SECTION 2W (TOP) WALL FACE MOUNTING INSTALLATION SECTION 1W INSTALLATIONS DETAILS INTO WOOD ........... Y �P4iFP E ?/(��✓ T SEE LIMITATIONS FOR ® ON SHEET 2 '�' 0mv ThRro mC. „�Fis. No. 44167 NOTE FCR COMBINATION OF SECTIONS: ' t- FOR WOOD FRAME CONSTRUCTION: W000 MEMBERS TO t- MOUNTING SECTIONS CAN BE COMBINED BE HAVE A MIN. SPECIFIC DENSITY OF 0.46 OR EQUAL g4 ANY WAY TO SUIT ANY INSTALIATON. �'�CI nwi T66TIxe A Wcix°FAIxf A.W Pop O le• O.C. FLORIDA BUILDING CODE (High & Non High Velocity Humicane Zane TITAN II FOLDING IMPACT PROTECTIVE SYSTEM vi FOLDING SHUTTER CORP. I YEmA RJSIfi Ieao-elyun 17-082 .=mNMYer.�m. oum4 xe exm to u 13 vae rr CONT. 0.16 3 1a701OON. 1rvTRISIB KEATS SIRIPWNG G SIDE (TW.) an. SEPAwIan D cuss '(SEE scNexuu£ ON SHEkT 13) OLIEftWIE 3/18• AWI Pop RM1flS O ]• O.G w� Cost- NICK S.S. ROLLER NOUSNG �. CPTI NNN HOOD (NON-SmUCRIML) Lon SYS BU90 MID 1' Iflle (To AT ROUEN HOUSeK a 13 Q ]roa R IG e he. O.C. 1 t 1 Dr �ti� v �e A or If RRETS Sion ( / 1/e'e t V.- Does SCREW RE46 LL WS/4- wASKEK1/A-< S/A' Davis W/ NUTS & S/0- WA4-HER O D.C. Ge `1 1I II rl I 4NISL'OON ,1 , wNL EDD511 ,I BUILD —OUT FACE MOUNTING INSTALLATION BUILD-0 SECTION 4W NOTE Y "ALTERNATE LEG LOCATION AND ANCHORAGE TO WALL SHOWN OOTTL'D INSTALLATIONS DETAILS INTO WOOD SCALE : N.T.S. T SEE UMITATIONS MR ® ON SHEET 2 NOTE FOR COMBINATION OF SECTIONE4 I- MOUNTING SECTIONS CAN BE COMBINED IN ANT WAY TO SUIT ANY INSTALIATION. NOTES, I- FOR WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE NAVE A MIN. SPECIFIC DENSITY OF 0.46 OR EQUAL AND IC MIN, SEPNUTCn Do CLASS (SEE SCXEGILE EN SHEET 1]) OPTON4 P.VN JI (NW-SIRUCNI 1 ALIENU]/IG' NULL = PoP RIaE1S a 5. 0 C. yy, aT RGM1 �3 O�I r.s. ten. WON, — DECK REMCSD I/le.w. ESDOW DN nNSK*EEhmE) OR 1/4' . ]/N' SOLn W/ MUDS & 5/0- WASHER O V O.C. OadIOICN 0 Jr% ED- D OXAL TINY XDW a m AIR ]/PIY UN. PoR O 1e• O.C. o.G I � I 1 � I—R' VIM E.O. T` NW. SO, .NISH 44167 i TRAPPED MOUNTING INSTALLATION SECTION 7W FLORIDA BUILDING CODE (High & Non High Velocity Hunic°ne Zone) INo. TITAN It FOLDING IMPACT PROTECTIVE SYSTEM °PAW' m, YL FOLDING SHUTTER CORP. DO WNe C4WAMY IQ)69iCLf HALL v4it n Y,x NST PNY 4L ]Nli 17-082 Ic�olnWn-tv. m IMdI )oYPepNDYwcan OMrtYD Ms v.E ileT 6N[[1 II Of I] EWF StAI MNI Y18' YIN w D CEM.S E) IN,DNISM NLQYEU) FLOOR MOUNTING INSTALLATION SECTION 7AW (BOTTOM) e OF YIN. $FpN w. Toc rw YIN nMa � EM DiontonD _ ' (ND MWN4 eLIpMN) � L-1• YM. CO. OF IF S' Ylrv. ED. T SEE UldrtAnoNs MR ON SHEET ] ® ALT TRACK ADAPTER MOUNTING INSTALLATION SECTION 7BW (BOTTOMI Nm FOR OMBNAnDN OF = CTON=: 1— MOUNRNG SECTIONS CAN BE COMBINED IN ANY WAY TO SUIT ANT INSIALLAnON. uM. SEPARATIDN Yp• WNT. wono fo cIASs 1 NOTES: PULE REDD. 1— FOR WOOD FRAME CONSTRUCDON: I00D MEMBERS TO BE PAVE A MIN. SPECIFIC DENSRY OF 0.66 OR EOUAL r Y— SEE SEMONS 61T & 14W MR MAN. AS.D. DESIGN �I PRESSURE RATING & SPANS jFr sclh R a s• oc. IN { BfTdED1 1BUSSE4 �� EDGE (6 APg1C..D1E) (S) mW 1/4• YMI. PLYXWD EXRIING Boom FCELEBs /IO.J' S.S. s Y.S. O.Bss'0 GYP.) MLDN M.INGS (i ft. sona.1 MCI ss sus. c".) BY Wx/AoTO.1M' WW P SEC110N ow0.tc]40.5)0' WNT. INST� O.D. AND ..S• L AVD : I o]J]• Lal6 WifOY xw. SWAMIIDN tam. SECMN D]SD- 00..0 m cIASs w�FAiNEA� S PS.S' I.d (SEE SCXEaVIE siNPPINc FA ar A,T a OYP.7 DN SHEET 13) HEADER TO TRUSS MOUNTING INSTALLATION SECTION 8W a-0F MAX. A.S.O. DESIGN PRESSURE RATING ♦60.0. -60.0 PSF (2) ANMNQRt In'..]/P LONG TO AN. 1• LONG AT ROYfR MYRNG or @ T u sw UNWe AWNWW. ry 1V9t .. J/.• TDI WISNW O 1 6 r D.C. GINS •'+ 7 > FLORIDA BUILDING CODE (High & Non High V No. 44167 1, mTov 1Arzco Iw. TITAN It FOLDING IMPACT PROTECTIVE •E4 IL EGO LMa. FOLDING SHUM CORP. � %•4; Tout rzslNlc A ENcwEEAWc couPAnr of s.w,o nmvlsx v,M RBP 106TR¢* I'IAIl RrvuYorirN.nswn flol Huntcvne Zone) ,M� YJY 9AR SPMIS A yyl, /LpµPgE PS.11.'ee e eons Ni65VPF PoSmA (L+) ul N[Grth rn¢ e 30 Pat`144.0° 14444 " 180 Ib 8 35 Psf 60.0" 60" 88 Ib/ft 100.0" Too" 146 Ib ft 144' 144" 210 ID ft 40 p%f 60.0" 60' 100 Ib ft 100.0° Too' 167 Ib ft 144" 144" 240 Ib fl 46 psf 60.0" 60.0" 115 Ib ft 80.0" 80.0" 154 ID ft 97.0' 97.0' 187 Ib fl 115.0"g120. 221 lb ft 144" 276 ID fl 50 psf 60.0' 125 ID ft 89.0" 187 Ib ft 100.0' 208 ID R 120.0' 250 Ib ft 144' 140" 3" Ib N 55 psf SOD" 60.0" 138 Ib It 81.0' 81.0 187 Ib R 100.0" 100.0° 229 Ib R 120.0' 120.0" 275 Ib H 137" 134' 330 Ib ft 60.0" 60.0" 150 Ib/it 80.0° B0.0" 5. [fps -L IOD.O" f00.0" 4250-1p /tr 115.0" 115.0" 131" 12W 346 Ib R 65 psf 59 0" 59.0' 160 Ib k 92.0" 92.0" 249 Ib fl 100.0" 100.0" 271 Ib fl 126" 123' 360 Ib Il 70 p%f NO- 60.0" 175 ID ft f00.0" 100.0" 292 Ib fl 121" 118" 374 Ib fl 75 psf 59.0' 59.0" 187 ID 1t 100.0" 100.0 313 Ib ft 11 114" 387 ID ft 80 Psf 113' Ili" 400 Ib ft 90 psf 107' 104" 424 ID it 100 psf 01 1" 99" 447 ID fl 110 psf 94' 90" 468 Ib it 120 psf 87' 82" 484 Ib 1t 130 psl 80" 76° 4B3 ID ft 14D p%f 74" 70" 484 ID ft 150 psf 69' 66" 483 ID it 160 PST 65" 62" 40 Ib ft eB"me. L4: IM NUM ALLOWABLE PRODUCT SPAR FOR A MW PDS111VE A5.0 DESIGN PRESSURE RATNC. L-: =. OLLOWAOLE PROOUQ SPoN FOR A MIN NECAi &S.D. DESIGN PRMURE RAR.G. FINAL M IMUM ALLOWABLE PRODUCT S. IS EQUAL TO ME MINNUM DLT WNED PRODUCT SPAN BEM501 'Li AND `L-'. CONNECTION CAPACITY SCHEDULE (MAX. ALLOWABLE REACTION TOP & BOTTOM LB/FT) 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 B 1 14'.D` A C E AC F 9 425 LB/FT - 388' /FT 157 LB/FT 134 LB/FT 256 LB /Ff 397 LB/FT C1 6 473 LB/FT 418 LB/FT 236 LB/FT 202 LB/FT 383 LB/FT 432 LB/FT 12 387 LB FT - 334 LB FT 166 LB Ff 142 LB FT 271 LB FT 347 LB FT C2 9 456 LB FT - 362 LB FT 250 LB FT 790 LB FT 318 LB FT 380 LB FT 6 525 LB/FT - 419 LB FT 312 LB FT 285 UB Ff 353 LB/FT 443 LB/FT 9 390 LB/FT 309 LB/FT 157 LB/FT 134 LB/FT 257 LB/FT 329 LB/FT C3 6 496 LB/FT 375 LB/FT 1 236 LB/FT 202 LB/FT 298 LB/Ff 405 LB/FT 3 1813 LB/FT 572 LB/FT 1326 LB FT 304 LB/FT 418 LB/FT 631 LB/FT 9 466 LB/FT 370 LB/FT 157 LB/FT 134 LB/FT 256 LB/FT 393 LB/FT C4 5 592 LB/FT 448 LB/FT 236 LB/FT 202 LB/FT 357 LB/FT 483 LB/FT 3 972 LB FT 682 LB/FT 389 LB/FT 364 LB/FT 500 LB/FT 753 LB/FT 281 LB/FT - 224 LB/FT 81 LB/FT 83 LB/FT 143 LB/FT 103 LB/FT CS /6.-" 421 LB/Ff - 334 LB/FT 122 LB/FT 125 LB/FT 214 LB/FT 155 LB/FT �- ` 843 LS/FT 670 LB/FT 243 LB/FT 250 LB/FT 432 LB/FT 311 LB/FT 273 LB/FT 325 LB/FT 215 LB/FT - - 138 LB/FT 102 LB/FT C6-) (406. i1 410 LB/FT 487 LB/FT 323 LB/FT - - 207 LB/FT 153 LB/FT 822 LB/FT 975 LB/FT 648 LB/FT 414 LB/FT 307 LB/FT 4 269 LB/FF 301 LB/FF 183 LB/FT 114 LB/FT 153 LB/FT C7 3 358 LB/FT 402 LB/FT 1 244 LB/FT 1152 LB/FT 204 LB/FT p 305 LB/F 12 491 LB/FT 596 LB/FT 409 LB/FT 265 LB/FT FLB/FT CB 6 736 LB/FT 894 LB/Ff 614 LB/FT 397 LB/FT -I 252 LB/FT 6 982 LB/FT 1194 LB/FT1 819 LB/FT ISM LB/FT 336 LB/FT SLAT HIGH VELOCITY NON HIGH VELOCITY SPAN HURRICANE ZONE HURRICANE ZONE G ZONE 1 2 31 ZONE 4 5-10' 2 1/2" 1 2 5/8° AS LESS >5'-10" 2 5/8" } 1" 2 3/4"} TO 8'-3" >8'-3° 3 1/2" 1" 3 5/8" TO 12'-0" G AS DEFINED BY ASTM E-1996 STANDARD. } EXCEPT THAT 3 5/8" SHALL BE USED FOR MOUNTINGS AS PER SECTIONS 3, 4, 4A & 7A CONNECTION CAPACITY SCHEDULE (MAX. ALLOWABLE REACTION TOP & BOTTOM LB/FT) FOR CONCRETE & CONCRETE BLOCK FOR SHORTER E.D. (2" FOR A, 2 1/2" FOR B & 2 1/4" FOR C ANCHORS) THAN MIN, E.D. SHOWN ON ANCHOR SCHEDULE CONNECTION TYPE ANCHOR SPACING CONCRETE ANCHOR TYPE CONCRETE BLOCK ANCHOR TYPE A B C A C C1 9 417 LB FT - 388 LB FT - 134 LB FT 6 461 LB/FT - 418 LB FT - 202 LB FT 12 375 LB/FT - 334 LB/FT - 142 LB/FT C2 9 417 LB/FT 362 LB/FT - 190 IB/FT 6 502 LB/FT 419 LB/Ff - 285 LB/ 9 372 LB/FT 309 LB/Pf - 134 LB/ C3 6 469 LB/FT 375 LB/Ff - 202 LB/FT 3 760 LB/FT 572 LB/FT - 304 LB/FT 9 445 LB/FT 370 LB/FT 134 LB/FT C4 6 561 LB/FT 448 LB/FT 202 LB/FF 3 912 LB/FT 682 LB/FT 364 LB/FT 9 226 LB/FT - 224 LB/FT - 83 LB/FT C5 6 339 LB/FT 334 LB/FT 125 LB/FT 3 681 LB/FT 670 LB/FT 250 LB/FF 9 221 LB/FT 251 LB/FT 215 LB/FT - C6 6 332 LB/FT 378 LB/FT 323 LB/FT 3 663 LB FT 756 LB/FT 646 LB/FT 4 232 LB/FT 236 LB/FT 183 LB/FT - - C] 3 310 LB/FT 315 LB/FT 244 LB/FT 12 3BB LB/Fi 460 LB/FT 409 LB/FT - - C8 8 582 LB/FT 691 LB/FT 614 LB/FT - --d 6 777 LB/FT 921 LB FT 819 LB/FT ANCHORS SCHEDULE OSEE GENERAL NOTE C.2 ON SHEET 1 ANCHORS ANCHORS MIN. E.O. MIN. SPACING TYPE DESCRIPTION CONC. C.BLOCK WOOD STEEL CONC. C.BLOCK WOOD I STEEL A 1/4°0 TAPCON W/ ADVANCED 3.50" 2.50" 0 N/A 4.00" 4.00" N/A N/A THREADFORM TECHNOLOGY 8 1/4" 0 x 3/4" SOLID SET 3.50" 3.50' N/A N/A 3.00" 3.00" N/A N/A 4(.@C 1/4' 0 CRETE-FLEX 3.00" 3.00' 9 N/A 3.00" 3.00" N/A N/A E 1/4" 0 fRY-BUILDEX N/A N/A N/A 1.00° N/A N/A N/A 2.00" TEK SCREWS F X14 NDS WOOD SCREWS OR N/A N/A 0 N/A N/A N/A 2.00° N/A 1 4" NOS LAG SCREWS FLORIDA BUILDING CODE (High & Non High Velocity HuMcone Zone) Customer: MICHAUX #1907 WorkOrder Number: 06122018030 N0301 Unit No. Wall Pressure lopening Width lopening Height I Shutter Width I Shutter Height Slat Length Anchor Spacing 1 -55.3 298.75 96 298.75 96 92.75 6"o.c. 6"o.c.