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HomeMy WebLinkAboutProduct Approval (2) �QHID3r1 F-„1�� 'HED 1 F !t9 SCHEDULE if3 MAXIMUM SHUTTER SP"AN� "L+"OR 'L-" MAXIMUM SHUru SPAN* 14•" IMUM SHUTTER SPAN*"L+' — w (ft,). FOR INSTALLATIONS W/ OR "L ft. FOR - � .QINEMM,@ & Or ar ( } R "L-' (it.) INSTALlATiONS wsTAt 1 enaN 1 acsNr! INSTALLATIONS Wj CONCRETE& W/ ONE H.V, LOCK Or or ar WOOD (7)L+:MAXIMUM ALLOWABLE SPAN[T}R A 6NEH HD LUCK (9 W/ NO LOCKING RODS ar ONE NV LOCK or Or Bt W/ ONE HV LOCKS MANSORY POSITIVE A.S.D. DESIGN PRESSURE RATING. )IR W NO LOCKING L-t MAX.ALLOWABLE SPAN FOR A GIVEN NEGATIVE CENTERMATES®& W/ ONE HV 7` W/ NO LOCK' G RODS® pDS j WALL A, 8, C, D, E, M, N, 0, P. Q, A.S.D.DESIGN PRESSURE RATING. LOCK 0 W/TWD LOCKING RODS TOP & (SEE NOTES i,#t) MOUNTING F, K & L R. S. &V. BOTTOM SEE NOTES (MO FOR MOUNTIN G( (2)PROCEDURE TO DETERMINE MAXIMUM SPAN FOR CONCRETE do V D SHEET FLOOR/CEILING C, H, I, It, J T, U, W & X WALL MOUMINGS(TOP/DOTTOM) OR FLOOR/CEILING: MnTA�rtN CONCRETE ZZ<W000 SNSFALLNWNS CONCRETE MOUNTING M MAX"PFM%WtEA&e.pCsaN AVU VCS= INSTALLATONS GIVEN A PO$ITTAE A.S.O. DESIGN.PRESSURE RATWG, RAT" WALL MOUNTING t10DRIC WALL idOLftitll3 Fl.00RfCEN1NC MOUNONG OODUNN M7 DETERMINE MAXIMUM SPAN 1+'F7ttlM SCHEDULE. /00J'11O MO MM40 } GIVEN A NEGATIVE ASA.DESIGN PRESSURE RATING, FLooR ._ ^. 1:°ger.-} rtLL MOt INQ DETERMINE MAXIMUM SPAN 'L--FROM SCHEDULE, L+ L-(ft) Li L- L+ L- L+ L_ 0 MAXIMUM SHUTTER SPAN-Lt'OR 2 FOR 30 OR L .. t6'-0" 16'-4' 18-0 78-0' 3O t8'-0' t8' 0" 30 18_0• tg 0 INSTALLATIONS INTO WOOD SHALL HE LIMITED TO FINAL MMIMUM ALLOWABLE SPAN 6 EQUAL TO THE ....14'-1__...._......_.„..,....._..- .......�._.___....,_.__..,. _ 105 Psf,AS.D.DESIGN PRESSURE RATING. MNIMUM DETERMINED SPAN BETWEEN"L+'AND'L-'. 35 14'-10* 14'-10' 13'-2' i6'-0• 35 14'-10' 14'-10' 38 79'-2" t8'-10" 40 i3'-10' f3'-t0' 14'-2' IS'-2" 40 t3'-10' t3'-f0" 4o t#'-2" t5'-2` (3)PROCEDURE TO DETERMINE MAXIMUM SPAN FOR 45 13'-1' 13'-1' 13'-4• 14'-$' 45 13'-t' 13'_1• ...45 .. .t 3'-4" 14'-3. t HV CORNER CENTTRMATE(3 MAY BE US AT ALL COMUINA71ONS IN BETWEEN WALL MOUNTINGS ...__......._...., —..� ..._._„__ _•.„.__.......... ..._...__..,....-___._...._.. W FlACR/CEILING MOUNTINGS: 12'-5' 12'-S” 54 12'-3' t3'-7' MOUNTING INSTALLATIONS.LOCKING SPECIFICATIONS j .__.._..._..__. -_..._.. ..._......._......_......_...._...._. ...._..._..... ...--_.......... 55 if'-10' II'-10' 12'-1" 12'-it' 55 tt'•-t0• 11'-70" 55 17'-Y' tt':U` SHALL BE AS INDICATED ON MANDATORY CONDITION 17 FOR A GIVEN POSITIVE A^u.0, DESIGN PRESSURE 66 71`_4• t1 4• 11'-7• 12'-4' 60 !1'-{ ti's#' 60 SO'-2" 10'-if' NOTES.SHEET 9. RATING: 65 10'-t0" 10'-10" 65 - 9'-5" t0'-1" DETERMINE:. tO'-89'� 70 10'-9` ti'-0' 70 14'-6' IO'-b' - 74 Lt+A MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. W-9" 9-4'_.. L2+-MAX.SPAN FOR FLOOR/cEFU G MOUNTING 75_•,•• 10'-1' TO'-tY-10' ---- 1'"�'IX -4" 11'-1" 75 - 10'-f�_ »1O'-1" 7e - 9•-9• --- .—. ..,._.. ...._ _ CEP'r THAT NAICMUM SNITnI]2 SPIN'L+'OR INSTALLATIONS.80 9'-iD' 9--10' to'-0- 10'-✓3' 9'-t0".........9'-f0'_»,.. 'L-"AND MAXIMUM ASD.OWNG P IESSURE RATING FOR FOR A GIVEN NEGATIVE A.S.O.DESIGN PRESSURE Fit. 10'-5' SY 9'••8' 9'-6' INSTALLAIRM INTO CONCRETE OR CONCRETE BLOCK RATING: 90 9'-3" 9'-J" 9'-8" 70-i- 90 9 J„ W-3" SNAIL RE UNITED AS FOLLOWSk. DETERMINE; V 95- 9'-0' 8'-9- 9'-x' 9'-10" 95 9'--0"--- B'-fl• 1- CONNECTIONS TO KEYSTONE MOUNTING LL MAX.SPAN FOR WALL MOUNTING INSTALLATIONS, 100 d'-9' 8'-4' 970' 9'-7- 100 W-9' W-4• LIMITED TO +64,-72 P.s.t.AND 8'-0"SPAN, SEE L2-e MAX.SPAN FOR ROOR/CEILMG MOUNTING MOUNTING MOON SHEET 7, INSTN.LATKINS. 7'-11' 8'-9- 9'-4" 765 mm•-1 10 7,-7' B,-7" 9'_2• 1 t 0 8'-4" 7-7'� FINAL MAXIMUM AU.OY/AL3lE SPAN IS EQUAL TO THE • -" 1S5 8'-•2" - �7'-3'- MINIMUM BETWEEN 'Lt+',"L2+',11=AND'L2--' 7zo_ e'o•�e=1,• 6'-2" g-s" _720 e'_Q- e_,,. SEPARATION TO GLASS SCHEDULE DULE "" --.-•...-..-_».^-..,^.. (4)GO TO ANCHOR SCHEDULE WRH nNx MAXIMUM _ 125 7'-10' 6"-8' ALLOWABLE SPAN AND NEGATIVE A.S.O. DESIGN 130 7'-8' 6'-S' PRESSURE RATING TO DETERMINE MAXIMUM ANCHOR -- MINIMUM 135 7'-7' 8`-2' 71-9' 7'^9"_.. 736 1'-7' B'--r WIND ZONE SPACING. _140 j�5:_ 5'-11� �Yy" 7-6• 14q T-5' S'^7T ASTM E-1996SEPARATION,Ac .._145 7'-r 5"-9' 7'-S' 7'-3" 145 ._7. ._._..._.__ ^9"_. TO GLASS 10T-2' 5'-T 7-4" T-0" 150 T-2' 5'-7- ._..._ --+^__. 155 7'-r 6•-9" ! TIiRU 3 7" 160 8"-it" 5'^2' T-t' s'-T 160 6'-tt' S"-2' 165 8'-t0' 5'-1- 't'-•0' 6"-4" 170 6'-9' 4'-11' 8'-Ii' 8'-r 170 d'-9" 175 6'-7" 4'^9' 6'-9' 8'-0', 175_- » 8'-7' V-9- ISO ___.__. ..._.._. __6'..__....._. H V B LA D E 780 8"-8' 4'-8' 8'-0' S'-14" 180 6'-•8" 4'-8' 185 W-5- 4'-8- 6'-7' 5'-8" 165 6'-5' 4'-8" 790 9'-4• 4'-5- 6'-6• S'-8'» 790 6'-4- 4'-5'� 195 W-3" 4'^3' B'-9 5'^9" 19$ . -_g,..3• 4•-3• »..............____...... ....__.».__.... 204 B'-2' 4'-2' 8'-{' S'_3• 200 6'-2' 205 205 8'-1" 4'-t• FLORDA ENIA(G WE Tion Mi h Velocity Lrricane Zone \�\\111111111l11flfNAf�' �� 0 2015 EASTERN META.SUPPLY,SNC. � Al7Yy� TM �` �'• "� 1L E C O�a�. Accordion Shutter System KV.RADE#f W/OR W/O KK WNWN RAM TTLt3T TESTING &ENGINEERING COMPANYAMtl1 iCt9n 3fluff@r SystemsDL'SM now DATE au t weav s. e355 N.W.361e.SL.5U.xis,NxaruA au+wNs,11.gq[,\371 Associofion� irk r am 11-192 tuTE: 4/13j75 Phme:(a4ft)871-1530.Fox;(305)871-1531 4268 Wesiraods Drive z DRAWING No O'•"FGQRt�P $ MOD:utwMnV. — West Palm Beach, FL 33407 3 /\ �+ G.'1WtALTER A.'0UJr Jr.P44 15 ,,�. -085 'G LS�IAuQN�, Q/DATE 'LOMA LNC.1 44197 6 SHEET e