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301 NE 98 St (14)125" TYP, 1.2 50" 1.583" 2.642" 2.4 05" 2.216" rl .588' .600" 0 P 1 .100" 1.708" 4 100" 2.874" " TYP 1825 2.655" 1.825" 6• 2.300" .484' 1.200" O BASE SILL SCALE: HALF SIZE • . -062" .200" .971" .400" 1.048" .068 =i r In :105' --) i N TYP. I . % .875" ILL .25V 95" .1675" ' ` " .1125" VARIES .3375" FOR 6.e AND HR WHERE LOCK PINS ARE USED. THEY ARE ENGAGED IN THE STACKED POSITION AND ARE NOT REQ'D IN THE CLOSED POSRION. 0 ALUMINUM OR PVC LOCK PIN (NOT REQUIRED) 41E730/02 10:14 SCALE: HALF SIZE OS 30/02 10:14 .068 • .163 °1`t ' II to 095={( .0951 2.782" I 3.610" . ••• • • •• • • .. tot.: • .•• 1.825" 1.825" 143'. .143 • { - .095' .971" CE ) WALL HEADER SCALE: HALF SIZE HEADER SCALE: HALF SIZE 4.596" 4 .105" TYP. 3.635 1.110" 4.510" BASE TRACK SCALE: HALF SIZE 0 0 0 to 1, 1.230" .200" MIN. i .060 .258" :030R 4.190" HR ID. MARK �219' 0618" 7a TYP. HR SLAT SCALE: HALF SIZE 4.603" i 2.465" 2. 289" .1254( 23" 30.225' .043" .150R 1.200" L 1100 190 -250" - L125" CENTER MATE 1 SCALE: HALF SIZE 4.140" TYP. 6.8 SLAT SCALE: HALF :060 --It- 1.750" { .307" HR STARTER SCALE: HALF SIZE 0 .314• 325" 050" - 3.874" 1.200" 4.745' j O BUILD OUT WALL HEADER (6.e ONLY) SCALE: HALF SIZE TYP. AT EVERY .250- ;11 .190 .125' '% 0 CENTER MATE 2 SCALE: HALF SIZE 4.596" 2.298" " 1. HR ID. MARK 219 .06/8 c ALT. HR SLAT SCALE: HALF SIZE 4.510" 4.102" .054" L> ALT. 6.8 SLAT SCALE: HALF 51 STAINLESS STEEL A. ASSEMBLY .3200 HOLE o W ? - In IN • 1 .1 0 01Z ✓ J tfI 1-,0 NYLON WHEEL 24C" THER .227" 1610 -24 THUMB SCREW -4 1.950" f an 0:50R 1 US WIT ANO ONLY SLIDE ROD SCALE: HALF SIZE 1 THESE DOCUMENTS REPRESENT A SHuTTER SYSTEM ANALYZED WITH THE PROVISION SET FOR THE ISSUANCE OF A NOTICE OF ACCEPTANCE Mow) 8Y MIAMI -DADS COUNTY PRODUCT CONTROL DIVISION FOq THE HIGH VELOCITY HURRICANE ZONE IHVHZI OF THE FLORIDA BUILDING COOS. Z. TO VERIFY THAT THE ANCHORS AS TESTED. ARE NOT OVERSTRESSED 1N THESE APPROVAL DOCUMENTS A 33X. INCREASE 1N ALLOWABLE STRESS WAS USED IN THE FASTENER ANALYSIS. 3. DETERwNE THE POSITIVE AND NEGATIVE DESIGN LOADS TO USE WHEN REFERENCING THESE DOCUMENTS Ni ACCORDANCE WITH THE GOVERNING CODE ANO GOVERNING w 1D VELOCITY. FOR WIND LOAO CALCULATIONS IN ACCORDANCE WITH ASCE 7 -90. A DIRECTIONALITY FACTOR OF K0 a1.0 SHALL 0E USED. 1.. THESE APPROVAL DOCUMENTS ARE GENERIC ANO 00 NOT INCLUDE INFORMATION FOR SITE - SPECIFIC APPLICATION OF THIS SMUT TER SYSTEM. S. THESE APPROVAL DOCUMENTS COMPLY WITH CHAPTER 61GIS -23 OF THE FLORIDA ADMINISTRATIVE CODE. 6. THESE APPROVAL DOCUMENTS ARE SUITABLE TO BE APPLIE0 BY THE CONTRACTOR PROVIDED THE CONTRACTOR DOES MOT DEVIATE FROM THE CONDITIONS OETAILEO HEREIN AND THE CONTRACTOR VERIFIES THAT THE EXISTING STRUCTURE GOES NOT DEVIATE IN EITHER FORM OR MATERIAL FROM THE STRUCTURAL SUBSTRATES DETAILED HEREIN. 7. ANY MOOlFKATIONS OR ADDITIONS TO THESE APPROVAL DOCUMENTS WILL VOID THE APPROVAL DOCUMENTS. S. WHEN THE SITE CONDITIONS DEVIATE FROn THESE APPROVAL DOCUMENTS, THE OUiLOINGi OFFICIAL MAY ELECT ONE OF THE FOLLOWING OPTIONS. AI REQUIRE THAT SITE SPECIFIC DOCUMENTS 8E PREPARED. SIGNED DATED ANO AND THE E DEVIATIO N N. SAID OR REGISTERED *ROOMY, SUBMITTCO TO THE PRODUCT ENGINEER FOR REVIEW AS A CONDITION TO THE BUILDING OFFICIAL GRANTING HIS /HER APPROVAL. 01 REOUtRE THAT A ONE -TINE SITE SPECIFIC APPROVAL BE APPLIED FOR AND SECURED FROM THE MIAMI -OADE COUNTY PRODUCT CONTROL OIVISION. WHEN THE SITE CONDITION DEVIATIONS OCCUR WITHIN THE HIGH VELOCITY HURRICANE ZONE AREAS. ONLY OPTION - 8" SHALL BE ACCEPTED BY THE BUILDING OFFICIAL. 9. EACH SHUTTER ASSEMBLY SHALL BE PERMANENTLY LABELED AS FOLLOWS. ATLANTIC SHUTTERS INC- NORTH MIAMI BEACH, FLORIDA MIAMI -DADE COUNTY PRODUCT CONTROL APPROVED Hi ALL EXTRUSIONS SHOWN SHALL BE 6063 -76 ALUMINUM ALLOY. U.O.N., WITH A MINIMUM Fy OF 30.125 K.S.L It.' ALL DOLTS ANO WASHERS SHALL BE STAINLESS STEEL WITH A MINIMUM TENSILE A�IOY TH OF 60 K.S.L. V.O.N. POP RIVETS SHALL BE OR 3/16 - 46 SOS2 ALUM. 12. ALL SHUTTERS SHALL HAVE A LOCKING MECHANISM CONSISTING OF THUMBSCREW . OR PUSH LOCK AT CENTER OR SIDE CLOSURE. 13. TOP ANO BOTTOM DETAILS MAY BE INTERCHANGED AS FIELD CONDITIONS REQUIRE. /1.. FLOOR TRACKS MAY BE REMOVABLE AT NON - STACKING LOCATIONS. USE REMOVABLE ANCHORS SUCH AS POWERS CALK -IN ANCHORS. 1S. ALL EXTRUSIONS CAN BE USED FOR INC 6.1 OR THE MR ACCORDION SHUTTER SYSTEMS, U.O.N. • 16. INC MR ACCORDION SHUTTER SLAT HAS A BULGE B' CENTER OF SLAT TOOISTINGUISH FROM THE 6.0 ACCORDION SHUTTER SLAT. .120 =r NYLON WASHER (NYLON BUSHING OPTIONAL) *114 x 2- 3/4_7. 410 HT S.S. SCREW W/ A 15500 PLATING (TYP. TOP & BOTTOM) NYLON BUSHING W/ W - R: x 7/16 "0 x 1" (ED INTERIOR J EITHER CAN BE USED ON EXTERIOR e 14 BUSHING ASSEMBLY DETAIL SCALE: HALF SIZE P Appvad m eompl ing *IA she MAUI h ips C t Ones .0 f�/ d o j 14OAI 0 2_ _ 1? Mimi Dade ?Mini Coe e 8 lJ >y Z eA W ▪ V a° u : O, N N Vf .c o8 v S z u > _ we; IV= W M Z 0 / SILL 9 . I � a. 0;N LA t J a' T Ow 4 .I ft n. to ■ 0 Q 13 10 - -. 1 O� = \ 1 n E 2 FASTENERS EACH ANGLE 1" x 2" x 1/8" OR 2 "x2 "x1/9" ALUM. ANGLE 2" x 2" x 1/8" 6063 -T6 ALUM. TUBE 1" x 2" x .093" 6063 -T6 ALUM. ANGLE. TYP. FASTENER (ol 18" O.C. (USE ANY ANCHOR SHOWN IN ANCHOR SCHEDULE). 3/16 "o ALUM. POP RIVET OR 012 SMS - 3/16 "® ALUM. POP RIVET OR 012 SMS P18" O.C. (TYP.) z 0 _ i 4 1 4 Q a. N r• V1 4 J 04 F I" O W 11:f TYPICAL PLAN VIEW SCALE: 3" • 1' -0" 2" x 2" x 1/8" ALUM. TUBE 6063 -T6 ALLOY 3/16 "O ALUM. POP RIVET OR 012 SMS @ 18" O.C. (TYP.) TYPICAL 6.8 BLADE (MAY USE MALE OR FEMALE LOCK -SLAT) 3/16 "0 ALUM. POP RIVET OR 1112 SMS @ 18" O.C. (TYP.) 2 FASTENERS EACH ANGLE THREE 3/16 "0 ALUM. POP RIVETS OR THREE 1112 SMS. TYP. 1 "x2 "x1 /8 "OR 2" x 2" x 1/8" ALUM. ANGLE TYPICAL 6.8 BLADE (MAY USE MALE OR FEMALE LOCK -SLAT) TYPICAL CORNER CLOSURE DETAILS SCALE: 3" • 1' -0" EXISTING GLASS ••• • • • '•. • •. • • . •• • . . • • • • • • • • . • ALT. DIRECTION OF ANGLE LEG • • • • • ••• • • • • • 1/4 -20 THUMB DEVICE OR BR AT CENTERMA PLAN VIEW FO p .tilt CO RIDIOtsa SHUTTER Ial PPa1.ICABLE TO HR ACCORDION 5111 UTTER 1 • •• • 1/ •• • - 2'" • :. • • • .M N! • • • • AMR • NOTE: STARTER 11 LOCATION MUST 8E ADJUSTED TO INSURE UU. DEPLOYMENT OF SHUTTER AND COMPLETE INTERLOCKING OF ADJACENTi BLADES. • 1/4 -20 THUMBSCREW INTO THREADED HOLE. LOCATED @ 1/3 SPAN TO 2/3 SPAN FROM BOTTOM OF SHUTTER FOR BLADES S 8' -3 ". USE TWO THUMBSCREWS ON BLADES > 8' -3 ". ONE @ 1/3 SPAN AND ONE AT 2/3 SPAN FROM BOTTOM OF BLADE. TYPICAL. FOR LOCKING SHUTTERS, A BRASS PUSH LOCK MAY BE SUBSTITUTED SECTION VARIES - NO LIMIT MIN. 0.093" THICK 6063 -T6 ALUM. ANGLE 1" x r MIN. TO 2" x 5" MAX. (ANGLE LEG MAY BE REVERSED) FASTENER @ 18" O.C. (USE ANY ANCHOR SHOWN IN ANCHOR SCHEDULE). 1112 x 1/2" GALVANIZED OR S.S. SMS, 3/16 "0 ALUM. POP RIVET. OR 1/4 -20 MACHINE BOLT & NUT @ 18" O.C. 1 1 1 1 1 1 1 1 1 1 -. SCREW LOCKING -- ASS PUSH LOCK TE. SEE TYPICAL R REOUI9EftENTS i 1 TYPICAL ELEVATION N.T.S. 1 1 11 1 `— BOTTOM 1 9 PLAN VIEW a • TRACK TOP TRACK EXISTING GLASS T OP & BOTTOM -1/2" 0312 x 1/2" GALVANIZED OR S.S. SMS, 3/16 ". ALUM. POP RIVET. OR 1/4 -20 MACHINE BOLT & NUT a % 99" 0.C. 1/4 -20 THUMBSCREW INTO CENTERMAT£S 1/3 TO 2/3 SHUTTER SPAN MULTIPLE SHUTTER ASSEMBLY SCALE: 3" = 1' -0" x2 "x .090" 6063 -T6 ALUM. TUBE TYP.' 11/ 2" x 5 x 1/8" x CONTINUOUS ALUMINUM ANGLE OPTIONAL ANGLE ORIENTATION TYP. z O MIN. 10, 11(16. _dill" Q O W VI 11 V FASTENER @ 18" O.C. (USE ANY ANCHOR SHOWN IN ANCHOR SCHEDULE). SIDE CLOSURE OPTIONS SCALE: 3" • 1' -0" 1 -1/2' Apprond as aem t34 & wIIb tBe p1AO4da /HMI o Cad MOM Caalt I p41ao1 Dade traded VJ. KNEZE ram «I» N. 12/08/98 •.• aj ®1 -853 `.( sheet 2 of 111 • L IIIIIII GLASS OR 2 SEE FOR ml LE DOOR -- EPARAT r FROM GLASS .a M. N wO1fO •• sign •• vA W 0 0 W W 0 W EMBED. -C4 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING C1 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING W 0 0 GLASS OR DOOR 0 W C1 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING 05/30/02 10:14 EXISTING STRUCTURE e,■ EXISTING STRUCTURE C2 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING 1/2 - r 0 1/4" MAX. FROM PIN GUIDE TO BUSHING WASHER (TYP.) 1 1/4" MAX. FROM PIN 1/2" CU GUIDE TO BUSHING WASHER (TYP.) C2 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING EXISTING STRUCTURE WALL MOUNT SECTION SCALE : 3 "= 1'- 0" EMBED. FROM GLASS 1/ EXISTING STRUCTURE SEE TABLE 2 FOR MIN. SEPARATION 2" 5" MAX. 4 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING D BUILD OUT MOUNT SECTION SCALE : 3 "o t- 0" a WW ~ J = W Zv ) (Do< a Z� - O < v a v 1/4-20 SCREW 12" O.C. 3" x 3" x 1/4" CONT. 6063 -T6 ALUM. ANGLE (MAY BE REVERSED AS SHOWN DASHED) W 0 W GLASS OR DOOR S.S. MACHINE & NUT @ a H W W O W P- = 0 P W la yl r o - C um X Z N 0 Z 1a- < 0< LA' 4 • .. • ••• •• •• • • • • • • • • • • • •• • • .O • • • • • ° • • . •• 1/4 -20 MACHINE BOLT W/ NUT OR $14 SMS @ 12" O.C. (TYP. TOP & BOTTOM) 1/4" MAX. FROM PIN GUIDE TO BUSHING WASHER (TYP.) • • .S• 6 -f . 1 3 4C3FIC 0 1CiNI SH UTTER -I ! r A1 TO I-IR ACCORDIOra SHUTTER EXISTING STRUCTURE . CONNECTION TYPE • • • • CHEDULE FOR MAX. • °SPACING (STAGGER SPACING AS SHO4iN IN DIAGRAM ON P . S) jti/re 1 1/1." MAiC. FROM PIN GUIDE T a BUSHING WASHER (TYP.) E MB6o. WALL MOUNT SECTION SCALE : 3 "- 1'- 0" GLASS OR DOOR -- FROM GLASS = I THREAOEO 1 1/4" MAX. FROM PIN PENETR. "T" GUIDE TO BUSHING WASHER (TYP.) PLYWOOD & STUCCO FINISH jQT_E: THIS MAX. t 1 /I." MAX. FROM PIN GUIDE TO BUSHING WASHER (TYP.) EXISTING CONCRETE OR BLOCK ONLY. WOOD FRAMING & W000 ANCHORS NOT ACCEPTABLE CC W W 1- N t- _ I /- N X < W g J EXISTING STRUCTURE SEE TABLE 2 FOR MIN. SEPARATION O WALL MOUNT SECTION SCALE : 3 "• 1'- 0" W ▪ W ~ J x0 ' - W zI J ONQ oz cc o VIA CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING TWO 1/4 "0 W000 LAG SCREWS @ 24" O.C. MAX. WITH 2' THREADED PENETRATION CINTO CENTER OF STUDS • 1/4" MAX. FROM PIN GUIDE TO BUSHING WASHER (TYP.) 1114 SMS (tIl MIDSPAN BETWEEN STUDS FOR TRACK TO 1" x 4" TUBE CONNECTION 1 x C" s .125" 6063 -T6 ALUM. TUBE DETAIL MAY BE USED AT TOP DESIGN LOAD a 72 P.S.F. GLASS OR DOOR 1*12 x 1/2" SMS @ 12" 0.C. OR 3/16"0 ALUM. POP RIVETS @ 6 O.C. ® AND ASSEMBL 0 1 1112 x 1/2" SMS @ 12 O.C. OR 3/16 - ID ALUM. POP RIVETS @ 6" O.C. EXISTING W000 TRUSS OR RAFTER @ 24" MAX. 0.C. EXISTING FINISH MATERIAL FROM GLASS SEE TABLE 2 FOR PUN. EPARATtO 1" x 6" x 1 /8" 6063 -T6 ALUM. TUBE W/ THREE 1/4 "0 WOOD LAG SCREWS WITH 2 -3/4" MINIMUM THREADED PENETR."T IN W000 @ EACH RAFTER OF TRUSS. 24" O.C. MAX. WHERE TUBE EXTENDS BEYOND LAST TRUSS. EXTEND TUBE TO NEXT TRUSS 1/4 -20 S.S. MACHINE SCREW 24" O.C. IN BETWEEN TRUSSE WITH 1/2 "0 ACCESS HOLE ON BACKSIDE OF TUBE OR 1114 SMS (a 24" O.C. MAX. IN BETWEEN TRUSSES EDGE • GIST. EXISTING CONCRETE OR BLOCK ONLY. W000 FRAMING & WOOD ANCHORS NOT ACCEPTABLE CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING 1/4" MAX. FROM PIN GUIDE TO BUSHING WASHER (TYP.) W Of ~ J w *J I- � x0 � • La W W X tow c X co.( Z O Z - � E ' °a t..01/1 4 11/4" MAX. FROM PIN 1/2- GUIDE TO BUSHING WASHER (TYP.) CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR M'AX. SPACING. ALT. FASTENER LOCATION. FRONT ANO BACK ANCHORS NOT REO'O WITH THIS LOCATION CEILING / INSIDE MOUNT SECTION SCALE : 3 "1) 1'- 0" 112" 3" 1 (MAX. DESIGN LOAD 2 72 P.S.F.) TRUSS MOUNT SECTION SCALE : 3 "0 1•- O" CONNECTION TYPE REFERENCE ANCHOR SCHEOULE FOR MAX. SPACING (STAGGER . SPACING AS SHOWN IN DIAGRAM ON PG. 5) 1/4" MAX. FROM.PIN . 1 GUIDE TO BUSHING WASHER (TYP.) a WW 1 =0 - W la Z L. 901 azF- o< AFPlvved ast coalpl)1 g aIID Ibe ITIotida Bald • Cad O Z Bate 1 �' • �/ P4OA/ . Po1IaaI Did. trodatl Gatmo( Zftiske • r* BEAM SCHEDULE • I- Disowning ■ • s Tu MM "TN NAM ta• N/M1 •2- . S - 5• -0- 9 - - V_0- Tw • .12S" T r a e• -o" I ` e' -o- .125" 10• -3" 7'- • 7' -4" ` -.- 2 S' -o" I1 I- e' -5- 'T a.072• .130 • e• -0" e.. 9' ' 7' -6- 10• - e -9- 7• -0 2" x 9- S• - 0" 15• -S 9 e• -o- 13•_ e• -4" T..: 072" Tf • .224 10•-3 11• -11 " 7• -9" EXISTING STRUCTURE 1/4 -0 RAWL CALK -IN ANCHORS W/ 7/8" MIN. EMBEDMENT IN CONCRETE OR BLOCK (SEE NOTE 01 THIS PG. FOR NUMBER OF ANCHORS REO'D.1 — 7 - o W 0 W GLASS OR DOOR „4 1/4 -0 RAWL CALK -IN ANCHORS W/ 7/8" MIN. OR BLOCK ISEE IN CO OR BLOCK ISEE NOTE G THIS PG. FOR NUMBER 0' i ANCHORS REO•D.) I B , EXISTING STRUCTURE EXISTING STRUCTURE EMBED EXISTING FINISH MATERIAL 4 0 FOR URVE (SEE CUT IN 2" TO 3" INTERVALS DETAIL Q ) FOR WELDING INFO). TYP. TOP & BOTTOM. FASTENER ( EACH 2" TO 3" CUT SEE ANCHOR SCHEDULE BASED ON C3 CONNECTION TYPE TO VERIFY ANCHOR SPACING 1S ACCEPTABLE W V z 4 N _ O W 0 W EXISTING STRUCTURE 05 /.$0 /02 10:14 EXISTING FINISH MATERIAL j- -ALT. LEG DIRECTION • SEE NOTE G1. THIS PAGE FOR ANGLE SIZE AND ANCHORS REO'D C Tw fV lY ` SEE TABLE 2 FOR MIN. SEPARATION FROM GLASS ACCESS HOLE THREE 1/4 "0 THRU BOLT S LTw 0 m SEE NOTE 01. THIS PAGE FOR ANGLE SIZE AND ANCHORS REO'D 1/4 -20 MACHIQIE BOLT •'• WANUTDR out x•3/4. • • SrA(a) i2 •O.L. ; • • ; e AL AM IS B6AM ° SC E'ODUE THIS PAGE FOR w-TI BEAM DESCRIPTION L MAX. HORIZONTAL %PAP►S)• 1/4 HA' S. CR13M•PIrr Gu . • TO BUtMINg1,MASH(R•pI YP.) • • • . • • • • • •• • • u � z J m J °C W IL IF CC Sm N .� .o X ^ Q • � N 11/4" MAX. FROM PIN GUIDE TO BUSHING WASHER ITYP.) r TI ALUM. BEAM ISEE BEAM SCHEDULE THIS PAGE FOR BEAM DESCRIPTION & MAX. HORIZONTAL SPANS) 1/4 -20 MACHINE BOLT W/ NUT OR 014 x 3/4" SMS @ 12" O.C. ALT. LEG DIRECTION '— ACCESS HOLE (MAX. DESIGN LOAD s 72 P.S.F.) O BUILD -OUT MOUNT SECTION SCALE : 3 "x 1'- 0" FULL LENGTH INSIDE > EXCEPT AT "NOTCHES" 1/4" MAX. FROM PIN GUIDE TO BUSHING WASHER IT VP./ e W • W W H J 1 M ys ^ O Z = zu a3 • s 0 Z 0 z 1 - • 10 fi 4 61 /4 - MAX. FROM PIN GUIDE TO BUSHING WASHER (TYP.) 1/6 -20 MACHINE BOLT w /NUT @ 2 - O.C. (, AT INTERVALS TO CORM CURVE ISEE DETAIL Q FOR WELDING INFO.) C1 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING (FASTENER p EACH 2" TO 3" PIECE C I CURVED TRACK DETAIL SCALE : 3 - 15 V- 0" •. • •• '64,$:•AA: .CORO10 • ; Nsd!>';APPla1gs Est- E TO H • ; ••• • • • • USE BE SCHEDULE FOR DETAIL G ). TOP t BOTTOM BEAMS MAY BE USED TOGETHER OR IN COMBINATION WITH OTHER CONNECTION DETAILS. WHERE USED TOGETHER, BEAM MUST BE LIMITED TO TOP BEAM SPANS. NOTE 61: 2" x 3" x 1/4 ALUM. ANGLE TOP S BOTTOM. FOR 2" x S" & 2" x 7" BEAM. USE THREE 1/4 - 0 POWERS CALK - IN ANCHORS @ 3" 0.C. IN EACH ANGLE AND USE 8'• LONG ANGLES FOR 2" x 9" BEAM. USE FOUR 1/4 "0 CALK -IN ANCHORS CB 3" O.C. IN EACH ANGLE AND USE 11" LONG ANGLES CEILING HEADER SHUTTER OR OION SHUTTER CEILING HEADER ISEE NOTE BELOW) * PROVIDE MITER CUTS IN ANGLE TO MATCH TRACK _ CURVATURE ® WELDING DETAILS SCALE : 3": V- 0" BUILD -OUT ANGLE MIN. SHUTTER SEPARATION FROM GLASS ISEE TABLE 2) 016 x 1/2" SMS OR 3/16 ALUM, POP RIVETS @ 6" 0.C. 2SSEr.IEC Y EXISTING CONCRETE. HOLLOW BLOCK OR W000 FRAMING. SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE * NOTE: WHEN CEILING HEADER IS USED IN A BOTTOM MOUNTING CONDITION. WELDING LOCATIONS ARE THE SAME. (USE ER4093 FILLER ALLOY FOR ALL WELDING.) 2" @ TRACK GLASS OR DOOR FASTENER. SEE DETAIL® IB EVERY 2" TO 3" PIECE UT LINE (SEE DETAIL 1 FOR INFO.). TYP. . VC" MAX. FROM PIN GUIDE 4 I X TO BUSHING WASHER (TYP.) 4 (MAX. DESIGN LOAD n 72 P.S.F.) O j PASS THRU DETAIL SCALE : 3": 1'- 0- CURVED TRACK PLAN VIEW N.T.S. MAX. 1/8" TILE FINISH MATERIAL ` 3/4" PLYWOOD 2" x 4" x 1/0" CONT. ALUM. TUBE 16063 -T6) 1/4 "44 POWERS RAWL CALK -iN (al 6" 0,C. WITH 7/8" MIN. EMB. IN CONC. OR HOLLOW BLOCK OR 1/6 "0 LAG SCREW @ 6" O.C. W/ 1 -1/2" MIN. EMS. IN W000. W000 SHALL BE OF SPECIFIC GRAVITY G OF 0.55 OR GREATER 1/2 "0 THRU BOLT (B 12" 0.C. 1/4 "0 POWERS RAWL CALK -IN @ 12" 0.C. WITH 7/8" MIN. (MB. IN CONC. OR HOLLOW BLOCK OR 1/4 "0 LAG SCREW Cal 24" O.C. W/ 1 -1/2" MIN. EMS. IN W000. W000 SHALL BE OF SPECIFIC GRAVITY G OF 0.55 OR GREATER 2" x 2" x 1/8" CONT. ALUM. ANGLE 6063 -T6 CEILING HEADER 0 (SEE DETAIL 1 2 0R WELDING INFO. Appr9 ed as t0 pI7If$ with 1k Florida C Elate ♦: a 0 0 Z )YEA, Mosul Dade Patton Gal Di Sy minus: VJ. IWEZE wnotts n tx•...- o..Iv % •. viw 2/04/9 FASTENER SPACING (INDIES) ANCHOR SCHEDULE LOADS A140 SPN4S I REQUIRED FOR VARIOUS DESIGN MIN. 3/4• EDGE DISTANCE LOAD (W) SPANS UP TO SPANS UP TO SPANS UP TO P.S.F. 6' - 0" (SEE 1) 8' - 8" (SEE NOTE 1) 12' - 10" (SEE NOTE 1) STIR ICT ANCHOR TYPE MAX. NOTE CONNECTION CONNECTION CONNECTION (SEE NOTE TYPE TYPE TYPE 1) (SEE NOTE 3) (SEE NOTE 3) (SEE NOTE 3) C1 C2 C3 C4 C5 C1 C2 C3 C4 C5 C1 C2 C3 C4 CS OOOM T11- 3/4 ", 48.0 12 12 10 12 8 12 12 7 12 6 12 12 4 12 4 :Nov c ., -..- . �• `' � 62.0 12 12 8 12 6 12 12 5 12 4 12 10 3 1 /1. w000 LAG SCREW 72.0 12 12 7 12 5 12 12 4 12 4 12 6 W/ MIN. 1 - 3/I. - TNREAOE • pp4ETRATI0N 'T' SMEAR PARALLEL OR 110.0 12 12 4 12 3 12 6 3 9 11 4 4 PE WOOD G l RA IN TO W000 GIN 200.0 11 4 r ��� � 11 4 / mar � 11 (� 4 �t 4 8.0 12 12 %/ 12 a 12 12 ra 12 M 10 10 I. 10 r * ' rt 11 ` , \l1, 62.0 12 12 r aWa. 12 12 r 12 � 8 a � 6 r 7/16"0 WOOD BUSHING 72.0 12 12 I 10 10 OM MOM 4 WI 7/8' MIN. EMBEDMENT ' '� STAINLESS STEEL 110.0 9 9 r /4 6 3 4 3 STEEL MAC MINE SCRE4/ 200.0 VAan S /rfrA wane • • •• •- • • • • • • • • • ••• • • • •• - •. • • •• •• • ••• • .• • • : 8.' a� ' COR IDIQN SH V TT E a N OT.APPLICABL.E r HR ACCORDION 5HUTTER •• .• • MA 1.1 $ ' At " .1 /. /, 6 3 6 8 3 8 d %1 PPP 4 4 14 i %' donom 4 6 12 12 12 12 12 12 9 12 12 -12 8 12 12 11 12 12 12 12 7 11 6 8 12 12 12 12 10 8 12 12 12 10 12 12 10 7 . 6 12 12 12 12 12 12 12 12 7 12 6 12 12 12 9 12 8 12 5 12 8 12 11 12 9 12 7 12 6 8 12 12 11 12 10 12 8 10 6 11 4 7 5 9 3 6 4 7 3 5 � A V .O. 3 3 4 r /. % 12 12 10 12 9 12 7 12 6 11 4 • at w 0 10 12 8 12 6 11 4 7 5 0 1 Z V 1/ 4.'0 POwwnS FASTENING CALK -IN w/ 7/8" EM8ED. t 1/I. TAINLESS STEEL M a=amialt› l Ff. 0 ELCO CRETE FLEX W/ 1 -1/1' MIN. EMBEDMENT 72 0 1 72 0 0 0.0 0 200.0 12 12 12 12 8 12 12 12 12 8 C1 C2 12 12 12 12 12 12 12 12 4 12 12 12 12 12 5 12 11 10 12 12 12 12 12 12 12 9 3 12 12 3 4 12 11 12 10 12 12 12 6 12 - 3 6 12 12 12 11 6 8 6 5 10 C3 12 11 9 6 4 12 12 7 12 12 12 12 8 12 11 12 12 12 12 12 12 12 12 0 12 11 12 5 8 7 4 12 9 8 5 3 12 12 12 8 4 5 4 3 11 8 7 4 12 9 8 12 12 12 12 12 12 12 12 12 12 C1 C2 12 12 10 12 7 12 12 5 12 111 12 5 10 7 3 1. 12 12 12 8 5 10 10 8 8 7 7 12 12 12 12 12 6 12 11 12 8 12 7 4 3 10 8 7 4 3 12 12 11 7 6 12 12 12 9 7 12 12 12 6 4 11 8 12 12 12 6 5 3 8 6 12 5 12 3 12 3 12 12 12 9 12 8 12 5 8 12 4 12 7 12 11 9 8 12 12 12 8 11 5 9 3 12 12 9 12 7 4 3 3 8 7 5 6 5 6 C 12 7 10 5 7 4 t 3 4 3 12 11 6 12 5 10 4 7 3 5 5 9 4 6 4 4 4 12 12 10 7 7 12 12 12 8 8 7 12 3 2' r 4 O Pati' 3 % % % % 12 12 12 5 10 3 7 7 3 7 12 4 8 3 5 3 4 12 3 7 4 A/ g A 11 6 Cl 5 12 12 4 12 12 12 12 12 12 10 4 12 12 12 12 12 12 12 10 10 5 12 12 1. 12 !12 3 12 12 12 12 8 3 12 12 12 12 12 12 12 12 12 12 5 12 12 12( 12 12 12 7 12 12 11 12 12 12 1. 7 azialuamrdErareardurwe 12 12 8 12 6 12 - 12 1 2 12 12 12 2 12 10 12 12 12 6 12 mipp 12 12 5 10 10 our 5 amPa4 5 I � . 9 5 3 12 12 10 7 4 12 12 12 12 10 6 12 8 9 7 6 12 12 8 4 12 2 12 12 12 12 12 8 12 12 12 12 10 12 12 11 12 3 12 12 12 12 12 12 10 12 12 6 12 12 12 6 6 5 4 9 7 6 10 I- 11 9 7 12 5 5 3 8 4 9 5 16 12 12 12 12 12 12 12 11 9 7 5 4 12 12 11 7 6 12 12 12 12 12 12 12 12 12 12 4 3 3 11 8 7 4 4 12 10 8 5 3 1? 12 6 5 C4 C 12 9 12 7 12 6 8 4 6 5 4 12 8 5 3 16 14 6 3 3 5 C1 C2 C3 8 12 12 10 8 8 12 12 8 12 9 6 12 6 5 10 4 4 10 12 12 11 7 6 3 3 f por 6 3 3 12 7 5 3 7 12 12 5 10 1. 7 5 C 12 6 12 12 3 3 1§ 05/30/07 10:14 ANCHOR TYPE llaumanammam- LOAD P.S.F. MAX (SEE NOTE 1) 48.0 62.0 72.0 1/I."44 ITW OR ELCO TAPCON W/ 110.0 1-241." MIN. EmsEomE447 0484.3.17210 P.S.I. CONCRETE) 1200.0 Ur* PoNCBS RAwl. PROP- IN 3#1 STAINLESS 1 MIN. EmaEOmENT (Atm. Loco P.s.L concern) 1/4 POWERS FASTENING CALK-IN W/ 7/8" EMBED 1/1.-20 STAINLESS 1/6". ELCo CRETE FLEx EMBEDMENT P.S.L CON 1/6"0 1TW OR ELCO TAPCON W/ 1-1/L° MIN. EMBEDMENIT 62.0 72.0 110.0 200.0 62.0 72.0 110.0 200.0 200.0 62.0 110.0 200.0 62.0 110.0 200.0 MIN. r EDGE DISTANCE ; SPANS UP TO 6' - 0" (SEE NOTE 1) CONNECTION TYPE (SEE NOTE 3) 3 CI. C5 SPANS UP TO (SEE NOTE 1) CONNECTION TYPE (SEE NOTE 3) SPANS UP TO TYPE TYPE TYPE (SEE NOTE 3) (SEE NOTE 3) (SEE NOTE 3) C1 C2 3 C1.105 3 C4 CS 9 3 SPANS LS.T0.• SPANS UP TO 12 9 8 3 12 16 12 16 12 2 12 11 6 12 12 12 10 MIN. 31* EDGE DISTANCE 12 10 12 12 10 12 12 12 3 SPANS UP TO (SEE NOTE 1) CONNECT ION TYPE (SEE NOTE 3) 5 ANCNOR NOTES: SPANS AND LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING ONLY. ALLOWABLE STORM SHUTTER SPANS FOR SPECIFIC LOADS MUST BE UMITED TO THOSE SHOWN IN TAKE 1. SHEET G. 2. ENTER ANCHOR SCHEDULE BASED ON THE EXISTING STRUCTURE mATERIAL, ANCHOR TYPE AND EDGE DISTANCE. SELECT DESIGN LOAD GREATER THAN OR EOUAL TO NEGATIVE DES/GN LCIAO ON SHUTTER ANC) SELECT SPAN GREATER THAN OR EOUAL TO SHUTTER SPAN. 3. SEE MOUNTING SECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. 4. EXISTING STRUCTURE MAY BE CONCRETE, HOLLOW BLOCK OR WOOD FRAMING. REFERENCE ANCHOR SCHEDULE FOR PROPER ANCHOR TYPE BASED ON TYPE OF EXISTING STRUCTURE AND APPROPRIATE CONNECTION TYPE. SEE CONNECTION DETAILS FOR IDENTIFiCATION OF CONNECTION TYPE. 5. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS• RECOMMENDATIONS. EMBEDMENT LENGTHS SHALL BE AS NOTE0 ANO 00 NOT INCLUOE STUCCO OR OTHER FINISHES. 6. WHERE EXISTING STRUCTURE IS WOOD FRAMING, W000 FRAMING CONDITIONS VARY. FIELO VERIFY THAT FASTENERS ARE INTO AOEQUATE WOOD FRAMING MEMBERS, NOT PLYWOOD. FASTENING TO PLYWOOD IS ACCEPTABLE ONLY FOR SIDE CLOSURE PIECES. 7. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING._ F ASTENER SHALL DE LOCATE° IN CENTER OF NOMINAL. 2" x 1mIF4.) W000 sTi.40.. 3/4" EDGE DISTANCE IS ACCEPTABLE FOR W000 FRAMING. WOOD STUO SHALL BE - SOUTHERN PINE GaO.SS OR GREATER DENSITY. LAG SCREWS SHALL HAVE PHILLIPS PAN HEAD OR HEX HEAO. a. MACHINE SCREWS SHALL HAVE MINiMum OF 1/2" ENGAGEMENT OF THREADS IN BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD. TRUSS HEAD. OR WAFER HEAD (SIDEWALK BOLT). U.O.N. 9. Ej DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. 1. 10. * OESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE SCREW. NUT OR WASHEREO WINGNUT. 1 - C1 CONNECTION TYPE USING PIECE 47i - C3 CONNECTION TYPE USING PIECE WITH OUTSIDE ANCHORS - APPLICABLE TO 6.8 SYSTEM ONLY HEADER / SILL OR , k5) °COMBINATION 0 NOTE: "5" INDICATES ANCHOR SCHEDULE SPACING. SPACING DIAGRAM FOR: Approved as complying so lib Ilsc Tto r Cod, Mimi Dods traded Castro! By 01 Or •vonie w• T MINIMUM SHUTTER SEPARATION FROM GLASS A 9 POSITIVE L DESIGN E LOAD IW1 1 11 ACTUAL SHUTTER S IL) (FT - IN) MIN. SEPARATION FROM GLASS FOR INSTALLATIONS LESS THAN OR EOUAL TO 30' ABOVE GRADE (IN.) MIN. SEPARATION FROM GLASS FOR INSTALLATIONS GREATER THAN 30' ABOVE GRADE (IN.) 40.0 8 -3 3 -1/8 1 -5/8 10 - 0 3 -3/4 2 -1/8 11 -11 3 -3/4 3 50.0 8 -3 3 -1/8 1 -3/4 10 -0 3 -3/4 2 -3/8 11 -3 - 3 -3/1. 3 60.0 5 -0 3 -1/8 1 -1/4 8 -3 3 -1/8 1 -7/8 10 -9 3 -3/1. 3 0 5 -0 3 -1/8 1 -1/8 8 -3 3 -1/8 1 -7/8 10 -4 '3 -3/4 3 10 -9 6 -0 3 -1/8 1 -3/8 8 -3 3 -1/8 2 -1/8 9 - 3 -3/4 2 -5/8 10 -1. 5 - 0 3 - 1/8 • 1 - 3/8 "' 7 - 0 3 - 1/8 1 - 5/8 8 -3 3 -1/8 2 -1/8 9 -11 5 -0 3 -1/8 1 -3/8 100.0 7 -0 3 -1/8 1 -3/4 9 -7 8 -3 3 -1/8 2 -1/6 100.0 5 -0 3 -1/8 1 -3/8 110.0 7 -0 3 -1/8 1 -7/8 8 -3 3 -1/8 2 -3/8 120.0 5 -0 3 -1 /8 1 -3/8 120.0 7 -0 3 -1/8 1 -7/8 8 -3 3 -1/8 2 -1/4 133.0 5 -0 3 -1/8 1 -3/8 130.0 7 -0 3 -1/8 1 -7/8 8 -3 3 -1/8 2 -1/2 05/30/02 10:14 • • •. • • • • • • • • • • . • • • • • • • • • • • • • • • • • ••• • • ••• • • • e•• • • e • • a • • • • • • • • • e • • • • • • ee • • • e • • • •• a •• e • 6._ Aic®R®' SI -4uTEFt rJOT sa► PPLICA ®LE TO 11 Ft iL C ®I ®PV S PiLJTTE 6t •• • • • :•• :•• ••• •• ��: . 0 0•• • :• •• • TABLE 1 NOTES: 1. DETERMINE BOTH THE POSITIVE AND THE NEGATIVE WIND LOADS. CHECK THEIR RESPECTIVE SPANS AND USE THE LESSER VALUE OF THE TWO. 2. FOR DESIGN LOADS BETWEEN TABULATED VALUES USE NEXT NIGHER LOAD. OR LINEAR INTERPOLATION MAY BE USED TO DETERMINE ALLOWABLE SPANS. JA8LE2 1. ENTER TABLE 2 WITH POSITIVE DESIGN LOAD TO DETERMINE MIN. STORM SHUTTER SEPARATION FROM GLASS. Approved as complying to kb the S0fida t Id Data O; Loo NOM ..I Efil' • - Miami • ! • • eel CbaUv) DIvbbs Ely e t • Y a 4 0 4 e• V n 0 0 01 -853 1 1 6 1 1 VJ. KNEZ VICI1 morass Intl* R. Wens* . 00191911 12/08/98 • •s N. •••••• 11 •• _0 110 _ K a•.•p;: sA.s \• OP' •ar.na n• ACCORDION SHUTTER SPAN SCHEDULE FOR ALL MOUNTING CONDITIONS DESIGN WIND LOAD W POSMVE WINO LOAD NEGATIVE WIND LOAD ' I (P.S.F.) -- L max. (FT - IN) 1 max. (FT - IN) 30.0 12 -10 12 -10 35.0 12 -6 12 -10 6 0.0 11 -11 12-10 411101 11 -7 12 -10 50.0 11 -3 12 -10 55.0 11 -0 12 -10 (1;0.C) 10 -9 12- 65.0 10 -6 70.0 10 -1. 10 -8 • 72.0 10 -3 10 -4 75.0 10 -2 9 -11 80.0 9 -11 9 -4 90.0 9 -7 0 -4 100.0 9 -3 1 8 -3 110.0 9 -0 8 -3 120.0 8 -8 8 -3 130.0 8 -4 8 -3 133.0 8 -3 8 -3 140.0 7 -11 7-11 150.0 7 -5 7 -5 160.0 6 -11 6 -11 170.0 6 -6 6 -6 180.0 6 -2 6 -2 190.0 5 -10 5 -10 200.0 5 -6 5 -6 05/30/02 10:14 • • •. • • • • • • • • • • . • • • • • • • • • • • • • • • • • ••• • • ••• • • • e•• • • e • • a • • • • • • • • • e • • • • • • ee • • • e • • • •• a •• e • 6._ Aic®R®' SI -4uTEFt rJOT sa► PPLICA ®LE TO 11 Ft iL C ®I ®PV S PiLJTTE 6t •• • • • :•• :•• ••• •• ��: . 0 0•• • :• •• • TABLE 1 NOTES: 1. DETERMINE BOTH THE POSITIVE AND THE NEGATIVE WIND LOADS. CHECK THEIR RESPECTIVE SPANS AND USE THE LESSER VALUE OF THE TWO. 2. FOR DESIGN LOADS BETWEEN TABULATED VALUES USE NEXT NIGHER LOAD. OR LINEAR INTERPOLATION MAY BE USED TO DETERMINE ALLOWABLE SPANS. JA8LE2 1. ENTER TABLE 2 WITH POSITIVE DESIGN LOAD TO DETERMINE MIN. STORM SHUTTER SEPARATION FROM GLASS. Approved as complying to kb the S0fida t Id Data O; Loo NOM ..I Efil' • - Miami • ! • • eel CbaUv) DIvbbs Ely e t • Y a 4 0 4 e• V n 0 0 01 -853 1 1 6 1 1 VJ. KNEZ VICI1 morass Intl* R. Wens* . 00191911 12/08/98 • •s N. •••••• 11 •• _0 110 _ K a•.•p;: sA.s \• OP' •ar.na n• 2 FASTENERS EACH ANGLE FASTENER p 18" O.C. (USE ANY ANCHOR SHOWN 8N CHOR SCHEDULE). 1" x2 "x1 /8 "OR 2" x 2" x 1/8" ALUM. ANGLE 3/16 "0 ALUM. POP RIVET OR 9112 SMS - 05F30/02 10:14 3/16 "m ALUM. POP RIVET OR 3112 SMS p 18" O.C. (TYP.) 2 " " n1/6" 6063 -T6 ALUM. TUBE r x 2" x .093" 6063 -T6 ALUM. ANGLE. TYP. TYPICAL HR BLADE TYPICAL HR BLADE TYPICAL PLAN VIEW SCALE: 3" 1' -0" 2" x 2" x 1/8" ALUM. TUBE 6063 -T6 ALLOY 3/16 "0 ALUM. POP RIVET OR 3*12 SMS (dt 18" O.C. (TYP.) 3/16"0 ALUM. POP RIVET OR 3412 SMS @ 18" O.C. (TYP.) 7 / FASTENERS EACH ANGLE THREE 3/16"0 ALUM. POP RIVETS OR THREE 012 SMS. TYP. 1 "x2 "x1 /8 "OR 2 "x2 "x1/8" ALUM. ANGLE TYPICAL CORNER CLOSURE DETAILS SCALE: 3" • 1' -0" EXISTING GLASS ••• • • Itui I c O R ID 10 r4j 5'H U rr E R •• •• • • • N OT• Oafs P Co CA BI E TO 6.8 AC ION SHUTTER • • — — • • • • • • 5/16 -18 THUMBSCREW INTO THREADED HOLE. LOCATED @ 1/3 SPAN TO 2/3 SPAN FROM BOTTOM OF SHUTTER FOR BLADES S15' -6 ". •• 5/16 -18 THUMBSCREW INTO THREADED HOLE. LOCATED Ca 1/3 SPAN TO 2/3 SPAN FROM BOTTOM OF SHUTTER FOR BLADES S 15' -6". FOR LOCKING SHUTTERS. A BRASS PUSH LOCK MAY BE SUBSTITUTED NOTE: STARTER 11 LOCATION MUST BE ADJUSTED TO INSURE FULL DEPLOYMENT OF SHUTTER AND COMPLETE INTERLOCKING OF ADJACENT BLADES. VARIES - NO LIMIT SECTION,. TYPICAL ELEVATION N.T.S. MIN. 0.093" THICK 6063 -T 6 ALUM. ANGLE 1" x 1" MIN. TO 2" x 5" MAX. (ANGLE LEG MAY BE REVERSED) FASTENER @ 18" O.C. (USE ANY ANCHOR SHOWN IN ANCHOR SCHEDULE). #12 x 1/2" GALVANIZED OR S.S. SMS, 3/16"� ALUM. POP RIVET, OR 1/4 -20 MACHINE BOLT & NUT (a7 18" O.C. 1 - -TOP TRACK PLAN VIEW 111 1 � IIIIIIIIII TRACK EXISTING GLASS TO B. - "BOTTOM 1 -1/2' MIN. ('9 tt 1/2" GALVANIZED OR S.S. SMS, 3/16 "0 ALUM. POP RIVET. OR 1/e. -20 MACHINE BOLT & NUT 18" O.C. 5/16 -18 THUMBSCREW INTO CENTERMATES OR BRASS PUSH LOCK MULTIPLE SHUTTER ASSEMBLY SCALE: 3" s 1' -0" FASTENER p 18" O.C. (USE ANY ANCHOR SHOWN IN ANCHOR SCHEDULE). 2"x2 "x .090 6063 -T6 ALUM. TUBE TYP., 11 2" x 5" x 1/8" x CONTINUOUS ALUMINUM ANGLE OPTIONAL ANGLE ORIENTATION TYP. e SIDE CLOSURE OPTIONS SCALE: 3" s 1' -0" Approved to eompl)ing ultb the liTotlda Bell t e Dim _• : 0 La O t. 4OAJt ..111M11;17:' • F,tlsal Prod. Coalrel rfl N W � J Q 1 '- D iu a NJ W N T O� & BOT TOM Z� Wai; L� VJ. KNEZ VI H N (MEIN N MI • ISM MINIS FL uc.rw 0 2002 1 1 2/08/98 •r lawn Or 1 .•t •• ao►to d.• vo r•.... • l r rw •r •■■ne n• 01 -853 r sheet 7 of 11 F 7.. E Q a. Q J r I Q to + SILL UJ VI 1. .A abliPP" 18 13 - s 18 2 FASTENERS EACH ANGLE FASTENER p 18" O.C. (USE ANY ANCHOR SHOWN 8N CHOR SCHEDULE). 1" x2 "x1 /8 "OR 2" x 2" x 1/8" ALUM. ANGLE 3/16 "0 ALUM. POP RIVET OR 9112 SMS - 05F30/02 10:14 3/16 "m ALUM. POP RIVET OR 3112 SMS p 18" O.C. (TYP.) 2 " " n1/6" 6063 -T6 ALUM. TUBE r x 2" x .093" 6063 -T6 ALUM. ANGLE. TYP. TYPICAL HR BLADE TYPICAL HR BLADE TYPICAL PLAN VIEW SCALE: 3" 1' -0" 2" x 2" x 1/8" ALUM. TUBE 6063 -T6 ALLOY 3/16 "0 ALUM. POP RIVET OR 3*12 SMS (dt 18" O.C. (TYP.) 3/16"0 ALUM. POP RIVET OR 3412 SMS @ 18" O.C. (TYP.) 7 / FASTENERS EACH ANGLE THREE 3/16"0 ALUM. POP RIVETS OR THREE 012 SMS. TYP. 1 "x2 "x1 /8 "OR 2 "x2 "x1/8" ALUM. ANGLE TYPICAL CORNER CLOSURE DETAILS SCALE: 3" • 1' -0" EXISTING GLASS ••• • • Itui I c O R ID 10 r4j 5'H U rr E R •• •• • • • N OT• Oafs P Co CA BI E TO 6.8 AC ION SHUTTER • • — — • • • • • • 5/16 -18 THUMBSCREW INTO THREADED HOLE. LOCATED @ 1/3 SPAN TO 2/3 SPAN FROM BOTTOM OF SHUTTER FOR BLADES S15' -6 ". •• 5/16 -18 THUMBSCREW INTO THREADED HOLE. LOCATED Ca 1/3 SPAN TO 2/3 SPAN FROM BOTTOM OF SHUTTER FOR BLADES S 15' -6". FOR LOCKING SHUTTERS. A BRASS PUSH LOCK MAY BE SUBSTITUTED NOTE: STARTER 11 LOCATION MUST BE ADJUSTED TO INSURE FULL DEPLOYMENT OF SHUTTER AND COMPLETE INTERLOCKING OF ADJACENT BLADES. VARIES - NO LIMIT SECTION,. TYPICAL ELEVATION N.T.S. MIN. 0.093" THICK 6063 -T 6 ALUM. ANGLE 1" x 1" MIN. TO 2" x 5" MAX. (ANGLE LEG MAY BE REVERSED) FASTENER @ 18" O.C. (USE ANY ANCHOR SHOWN IN ANCHOR SCHEDULE). #12 x 1/2" GALVANIZED OR S.S. SMS, 3/16"� ALUM. POP RIVET, OR 1/4 -20 MACHINE BOLT & NUT (a7 18" O.C. 1 - -TOP TRACK PLAN VIEW 111 1 � IIIIIIIIII TRACK EXISTING GLASS TO B. - "BOTTOM 1 -1/2' MIN. ('9 tt 1/2" GALVANIZED OR S.S. SMS, 3/16 "0 ALUM. POP RIVET. OR 1/e. -20 MACHINE BOLT & NUT 18" O.C. 5/16 -18 THUMBSCREW INTO CENTERMATES OR BRASS PUSH LOCK MULTIPLE SHUTTER ASSEMBLY SCALE: 3" s 1' -0" FASTENER p 18" O.C. (USE ANY ANCHOR SHOWN IN ANCHOR SCHEDULE). 2"x2 "x .090 6063 -T6 ALUM. TUBE TYP., 11 2" x 5" x 1/8" x CONTINUOUS ALUMINUM ANGLE OPTIONAL ANGLE ORIENTATION TYP. e SIDE CLOSURE OPTIONS SCALE: 3" s 1' -0" Approved to eompl)ing ultb the liTotlda Bell t e Dim _• : 0 La O t. 4OAJt ..111M11;17:' • F,tlsal Prod. Coalrel rfl N W � J Q 1 '- D iu a NJ W N T O� & BOT TOM Z� Wai; L� VJ. KNEZ VI H N (MEIN N MI • ISM MINIS FL uc.rw 0 2002 1 1 2/08/98 •r lawn Or 1 .•t •• ao►to d.• vo r•.... • l r rw •r •■■ne n• 01 -853 r sheet 7 of 11 EXISTING STRUCTURE W t7 0 W W LI 0 05/30/02 10:14 SEE TABLE 4 FOR MIN SEPARATION FROM GLASS —GLASS OR DOOR 1/2" C2 CONNECTION TYPE . REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING C4 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING O BUILD OUT MOUNT SECTION SCALE : 3 ": V- 0" EMBED. C4 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING —C2 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING 7" MAX. 1/2" EXISTING STRUCTURE EXISTING STRUCTURE EXISTING FINISH MATERIAL 43 CUT IN 2" TO 3" INTERVALS 0 FOR URVE (SEE DETAIL (19 FOR WELDING INFO). TYP. TOP & BOTTOM. FASTENER p EACH 2" TO 3" CUT SEE ANCHOR SCHEDULE BASED ON 0 CONNECTION TYPE TO VERIFY ANCHOR SPACING IS ACCEPTABLE EXISTING STRUCTURE EXISTING FINISH MATERIAL 1/4 -20 MACHINE BOLT W/ NUT OR 1116 SMS (a3 12" O.C. (TYP. TOP & BOTTOM) 1/4" MAX. FROM PIN GUIDE TO BUSHING WASHER (TYP.) a • 1/4" MAX. FROM PIN W t7 I N P1 W43 W -J m a 1— W J O 1/4. -20 S.S. = MACHINE SCREW SNUTQ1 12"0.0 GLASS (i OR DOOR u GUIDE TO BUSHING WASHER (TYP.) 3" x 3" x 1/4" CONT. 6063 -T6 ALUM. ANGLE (MAY BE REVERSED AS SHOWN DASHED) • . . • .• ••• • • • • • • • • • • .. W R 44 CO RI I S H U R 'TL ICABLE TO. 6.8 ACCOW10NI SH UTTER [XINING STRUCTURE ▪ - 2g1 CONNECTION TYPE ;11€FERENCE ANCHOR • • tHEDULE FOR MAX. • SPACING (ST AGGflR SPACING AS SH IN DIAGRAM ON • 3 0 W m 1/4" MAX. FROM PIN GUIDE TO BUSHING WASHER (TYP.) i /4" MAX. FROM PIN GUIDE y - 1 1 /2" ( `'"' TO BUSHING WASHER (TYP.) �- 1/4 -20 MACHINE BOLT W/ NUT (m 2" O.C. L Q CUT AT INTERVALS T RM CURVE (SEE DETAIL FOR WELDING INFO.) C2 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING (FASTENER (1D EACH r TO 3" PIECE O CURVED TRACK DETAIL SCALE : 3 "■ 1'- 0" ~ WALL MOUNT SECTION SCALE : 3 "= 1 0" FULL LENGTH INSIDE EXCEPT AT "NOTCHES" EXISTING STRUCTURE 9) . FROM PIN 1 /4" MA GUIDE TO BUSHING WASHER (TYP.) 1.1/4'• MAX. FROM PIN GUIDE TO BUSHING WASHER (TYP.) CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING CEILING HEADER (SEE NOTE BELOW) PROVIDE MITER CUTS IPf ANGLE TO MATCH TRACK CURVATURE CEILING HEADER O WELDING DETAILS SCALE : 3"• 1 0" BUILD -OUT ANGLE GLASS OR DOOR N14 x 1/2" SMS @ 12" O.C. OR 1/4 - 0 ALUM. POP RIVETS @ 12" O.C. OS AND ® ASS(MBLY 0 W Z EXISTING CONCRETE OR BLOCK ONLY. WOOD FRAMING & WOOD ANCHORS NOT ACCEPTABLE *14 x 1/2" SMS p 12" O.C. OR 1/4 ".0 ALUM. POP RIVETS p 12" O.C. 2" (a) TRACK * NOTE: WHEN CEILING HEADER IS USED IN A BOTTOM MOUNTING CONDITION. WELDING LOCATIONS ARE THE SAME. (USE ER4093 FILLER ALLOY FOR ALL WELDING.) EOGE DIST SEE TABLE • L FOR PIN. �- EPAR•TIO FROM GLASS FASTENER. SEE DETAIL® p EVERY 2" TO 3" PIECE UT LINE (SEE DETAIL RR FOR INFO.). TYP. CURVED TRACK PLAN VIEW N. T.S. EXISTING CONCRETE OR BLOCK ONLY. W000 FRAMING & WOOD ANCHORS NOT ACCEPTABLE 0 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE SPACING FOR MAX. 1 /4" MAX. FROM PIN ! GUIDE TO BUSHING WASHER (TYP.) a W- Cc J ®F � � 1 - VI=O I = N W 1.01 6. X 4 u E J r ut. - MAX. FROM PIN 1/2- GUIDE TO BUSHING WASHER (TYP.) CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING CONNECTION TYPE (SPACING SHOWN REFERENCE ANCHOR IN DIAGRAM ON PG. 9) SCHEDULE FOR MAX. SPACING. ALT. FASTENER LOCATION. FRONT AND BACK ANCHORS NOT REQ'O WITH THIS LOCATION (P 1 CEILING / INSIDE MOUNT SECTION ��..JJ SCALE : 3 "0 E- 0" CEILING HEADER CI (SEE DETAIL FOR WELDING INFO. Approved se ecltaplyleg TAM IC¢ nom1da Bald as ) u to RTYBII O1. de holed oteoi VJ. KNE a°tt 0.I • e• *ton b• v 1.e • i 12/oe/98) •( H• el.wn•y "°!!! L .f ',��_ t vew� drowW, no ® -853 sheet)) 0( 11 FASTENER SPACING (INCHES) ANCHOR SCHEDULE . LOADS ANO SPANS REQUIRED FOR VARIOUS DESIGN EXISTING STRUCTURE I ANCHOR TYPE LOAD (W) P.S.F. MAX (SEE NOTE 1) MIN. 3!C EDGE DISTANCE SPANS UP TO 6• - 0- (SEE NOTE 1) - SPANS UP TO 8' - 8 (SEE NOTE 1) SPANS UP TO 15' - 6 (SEE NOTE 1) CONNECTION TYPE (SEE NOTE C1IC2IC3 3) C4IC5 CONNECTION Cl TYPE (SEE C2 NOTE C3 3) C4 CS CONNECTION C1 TYPE (SEE C2 NOTE C3 3) C4 GOOM Tsl- 27/32 75.0 9 8 12 6 9 12 5 12 4 9 12 3 12 �C5 7 ;um •••,•.• • . - v4 W000 LAG SCREW W MI / N. 1 27/32 THREADED PENETRATKIN - T - SMEAR PARALLEL OR IC PERPENDICULAR TO --WOOD GRAIN 90.0 9 12 6 12 5 9 12 4 12 4 9 11 / 11 14 0.0 9 12 6 12 3 9 12 3 12 r 9 9 ` v 9 , -- 180.0 9 12 3 12 // 9 9/ 9/ • 9 9 9 / 230 9 11 2 11 9 9 9 9 9 9 75.0 75.0 9 12'l , 12 * 9 8 8 6 4 * 140 7/16 WOOD BUSHING W/ 7/I MIN. EMBEDMENT STAINLESS STEEL STEEL MACHINE SCREW 90.0 9 10 lj 10 9 7 4 7 9 .5 3 140.0 8 6 // 6 5 4 op 4 , 4 3 A / 180.0 6 5 V 5/ 4 t 3/ 3/ 3 3 / 4 4 3 3 a r r /, 2 30.0 5 4 / //_ 4/ 11 ANCHOR TYPE 5 9 12 5 12 1. 12 5 m�n® 3 7 © ; 5 3 /�� / EllE1013/1111WAMMIOgr Moony/ !'! ©• no n%mmnonoranwrear 0 75.0 Haltt►mll111l1111MI IZ8- 90.0 14 0.0 I/1. ITW OR ELCO TAPCON WI 1 -3/4 MIN. EMBEDMENT (MIN. 3.000 P.S.L CONCRETE) 1/4 - • POWERS FASTENING CALK -IN W/ 7/8 EMBED 3. 1/4 -20 STAINLESS STEEL MACHINE SCREW (MIN. 3.000 P.S.L CONCRETE) 1/4 - 43 (LCD CRETE FLEX W/ 2 MIN. EMBEDMENT (MIN. 3)00 P31. CONCRETE) 1/4 - • ITW TAPCON W/ 1 -1/4 MIN. EMBEDMENT * 1/4 - • POWERS FASTENING CALK -IN W/ 7/8 EMBED & 1/4 -20 STAINLESS STEEL MACHINE SCREW 11 11111111111 11111 FASTENER SPACING (INCHES) REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS `LOAD (WI P.S.F. MAX. (SEE NOTE 1) 180.0 230.0 75.0 90.0 140.0 180.0 230.0 75.0 90.0 14 0.0 180.0 230.0 75.0 90.0 MIN. 2' EDGE DISTANCE • ' • - SPANS UP TO SPANS UP TO SPAN§ I P;TO 6' - 0" 8' - 8" 10' -. 2 - • (SEE NOTE 1) (SEE NOTE 1) (SEE NOTE 1) • • • • • • • • • •. • • 9PAMSLP TO 15' - 6 (SEE NOTE 1) CONNECTION CONNECTION TYPE TYPE (SEE NOTE 3) (SEE NOTE 3) C1 9 9 9 9 9 9 9 9 9 9 9 9 C2 C3 C4 C5 C1IC2 C3 C4 C5 12 12 12 9 9 12 9 12 6 12 12 11 6 S 12 iffil 3 9 8 8 aanooaaar Den n� mar 8 12 12 12 12 12 8 12 11 7 ANCHOR SCHEDULE 7 12 10 12 5 11 4 8 12 10 12 12 8 12 9 12 5 9 12 4 12 9 9 12 12 9 12 12 10 8 6 10 6. 8 5 12 4 9 5 9 10 8 9 9 4 10 3 8 9 12 7 12 5 3 7 ••• CONNECTION • • C�9P4NCEZION TYPE! • te (SEE NOTE 3) • '1 (SE1 PON 4) C1 C2I C3 CC IC C1 C2 C3 C4 CS 9 12 7 12 5 9 10 5 10 3 9 12 8 9 7 3 9 7 3 7 9 7 9 12 7 12 9 12 6 4 3 12 8 •• • 4. 9 8 418 3 3 9 7 3 7 7 9 7 3 7 3 7 9 7 3 7 6 12 4 9 11 3 11 3 12 11 12 6 12 4 12 7 12 5 12 5 12 4 12 5 12 4 / 14 0.0 9 g 1/4 - • ELCO CRETE FLEX W/ 1 -1/4 MIN. 180.0 9 ll EMBEDMENT 11 8 6 5 3 3 05/30/02 10:14 1/4 ELCO TAPCON W/ 1 -1/4 MIN. EMBEDMENT 140.0 7 5 3 180.0 230.0 75 90.0 . 0 19 !m10 ©10 911111811111FILISr n® �I� 180.0 6 11111 !frill 88 ��B1 B111B1B' 230.0 5 rt . , 75.0 9 12 5 90.0 9 12 4 9 8 n 7 li 7 230.0 8 7 / / 75.0 � % 12 10 140 0 9 7 4 7 7 3 6 5 3 5 8 V M ©©© 180.0 7 % s 111© 0 NEWAI en a © 230.0 n00 4 /� 4 3 3 �/ , 4 3 3 r 4 3/ 3 r/ Appro.r4 celophiogwilltbe Florida B.14 DaW ' • • ti NOM D)v6)os / M Rlrvi . L M� . or�oio s HUrre� R) •• • • • t rePLtC46LE TO 6.0 ...eta Fe cot ON 5HUTTER • • • •• • •• • •• • • • ®• •• •• •• 1 x S TYP. 1 x S TYP. O 0 2 5 (TYP.) TOP FLANGE 1 1 :S TYP SOT. FLANGE HEADER 10. * DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE >< , USED AS SILL SCREW, NUT OR WASHERED WINGNUT. f 2x5(� OUTSIDE I ANCH (SEE 1 PICTURE ABOVE) O O / 9. ANCHOR NOTES: • O SPACING DIAGRAM FOR C1 CONNECTION TYPE: - C1 CONNECTION TYPE USING PIECE CD - APPLICABLE TO HR SYSTEM ONLY 1. SPANS AND LOADS SHOWN TTER SPANS FOR SPECIE C LOADS MANCHOR MIT O TO TH SHOWN IN TABLE 3. SHEET 11. 2. ENTER ANCHOR AND EDGE DISTANCE SELEC DSN EXISTING 0 O GREATE MATERIAL, R EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER ANO SELECT SPAN GREATER THAN OR EQUAL TO SHUTTER SPAN. 3. SEE MOUNTING SECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. 4. EXISTING STRUCTURE MAY BE CONCRETE HOLLOW BLOCK OR WOOD FRAMING. REFERENCE ANCHOR SCHEDULE FOR PROPER ANCHOR TYPE BASED ON TYPE OF EXISTING STRUCTURE ANO APPROPRIATE CONNECTION TYPE. SEE CONNECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. 5. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS. EMBEDMENT LENGTHS SHALL BE AS NOTED AND 00 NOT INCLUDE STUCCO OR OTHER FINISHES. 6. WHERE . EXISTING STRUCTURE FASTS ERS F ARE INTb ADEQUATE W 0 0 00NDITIONS FRAMING • S OEBERS, NOT PIEC WOOD. FASTENING TO PLYWOOD IS ACCEPTABLE ONLY FOR 7. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING FASTENER SHALL BE LOCATED IN CENTER OF NOMINAL 2 x 4° (MIN.) W000 STUD. 3/4 EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMING. W000 STUD SHALL BE SOUTHERN PINE" G•0.S5 OR GREATER DENSITY. LAG SCREWS SHALL HAVE PHILLIPS PAN HEAD OR HEX HEAD. - 8. MACHINE SCREWS SHALL HAVE MINIMUM OF 1/2 ENGAGEMENT OF THREADS IN BASE ANCHOR ANO MAY HAVE EITHER A PAN HEAD. TRUSS HEAO. OR WAFER HEAD (SIDEWALK BOLT). U.O.N. DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. O O HEADER / SILL O 1 a S ( INSIDE ANCHOR (SEE PICTURE ABOVE) NOTE: "S" INDICATES ANCHOR SCHEDULE SPACING. O O O / COMBINATION SPACING DIAGRAM FOR C3 `ONNECTION TYPE: - C3 CONNECTION TYPE USING PIECE WITH OUTSIDE ANCHORS ONLY - APPLICABLE TO HR SYSTEM ONLY ••I• 12/08/98, t •r•..n • •$ NOV CO rsc insi %•• b v ptJ e• sign O V M Or •-1..g n• 01 -853 sheep 9 of 11� ANCHOR SCHEDULE FASTENER SPACING (INCHES) REQUIRED FOR VARJOUS DESIGN LOADS ANO SPANS • • • w , C► ANCHOR TYPE (W) P.S.F. MAX. (SEE NOTE 1) MIN. 3• EDGE DISTANCE • • • • •• • . . : • • : • SPANS UP TO SPANS UP TO 6' -0" 8' -8" (SEE NOTE 1) (SEE NOTE 1) SPAtIS'UY' TO 10'• -2" (SEE NOTE 1) °PS UP 90 15' -6" (SEE NOTE 1) CONNECTION C1 TYPE (SEE NOTE 3) C21C31c 4 CS C1 CONNECTION TYPE SEE NOTE 3) C21C31C4ICS C1 CONNECVIOI TYPE (SEE NOTE;3): C2IC31C4 ••• • C5 : .e1B4 • • : • iEtNpTl•31 CI � C_ 2erP :3 MN C4 • CS G U P rEMMIUMMI> 1 /4 ITW OR ELCO T APCON W/ 1 - 3/4 - MIN. EMBEDMENT ONIN. 3.000 P.S.L CONCRETE) 75.0 9 121112 12 11 9 9 9 12 12 10112 7 6 9 12 9 12 6 9 11 5 6 3 90.0 140.0 9 12 12 12 8 12 9 12 7 12 S 9 9 4. 4 3 9 12 8 12 6 9 11 5 11 4 9 9 4 9 3 9 8 3 3 C5 180.0 9 12 6 12 4 9 8 4 8 3 9 8 4. 8 3 9 8 3 3 9 230.0 9 9 4 9 3 9 8 4[ 8 3 9 8 4 8 3 9 8 3 3 X 12 12 75.0 90.0 9 9 12 12 12 12 12 12 16 9 15 9 12 12 112 12 12 12 12 10 9 9 12 12 12 11 12 12 10 9 9 9 12 12 8 7 12 12 7 5 * g � - •I 3 /4'• POWERS RAWL DROP- IN L 3 /1'• STAINLESS STEEL BOLT WITH 1 -9/16" MIN. EMBEOMENT (MIN. 3.o00 P.S.L CONCRETE) 14 0.0 9 12 12 12 9 9 12 8 12 6 9 12 7 12 5 9 12 6 12 4 180.0 9 12 9 12 7 9 12 6 12 5 9 12 6 12 4 9 12 6 12 4 230.0 9 12 7 12 5 9 12 6 12 4. 9 12 6_12 12 4 9 12 6 12 6 * 12 75.0 9 12 12 12 12 9 12 11 12 9 9 12 10 12 7 9 12 6 8 4 90.0 9 12 12 12 10 9 12 9 12 7 9 12 8 12 6 9 12 5 6 3 1 /& FASTENING CALK -IN W/ 7 /a' EMBED L 1/4 - 20 STAINLESS STEEL MACHINE SCREW (MiN. 3.000 P.S.L CONCRETE) 140.0 9 12 9 12 7 9 12 6 12 4 9 11 5 11 1. 9 10 4 4 3• 180.0 9 12 7 12 5. 9 10 4 10 3 9 10 4 10 3 9 10 6 4 3 230.0 9 12 5 12 12 4 9 12 9 10 12 4. 12 10 12 3 12 9 9 10 4 12 12 10 12 3 10 9 9 10 4 4 3 12 8 10 6 75.0 9 12 12 -- �� ����r� f .- - 4►444��Ky 90.0 9 12 12 12 12 9 12 12 12 10 9 12 11 12 8 9 12 7 8 5 1/4 "0 ELCO CRETE FLEX w/ 2 MI4. EMBEDMENT Wok 3.300 P.S.L CONCRETE) 140.0 9 12 12 12 9 9 12 8 12 6 9 12 7 12 5 9 12 5 6 4 180.0 9 12 9 12 7 9 12 6 12 5 9 12 6 12 4 9 12 5 6 4 230.0 9 12 7 12 5 9 12 6 12 4 9 12 6 12 4 9 12 5 6 4 g a• a g 140.0 Y V IVEM U u�� t /4 ITw TAPCON w/ 1-1/4' MIN. EMBEDMENT 75.0 9 11 6 114 9 7 4 7 3 8 6 4 6 5 4 4 90.0 9 9 5 9 4 8 6 4 6 7 5 3 5/ 4 1 j 3 3 140.0 7 5 3 5 5 4 1 4 4 3 A 3 A A /, 180.0 5 4 4 �� 4 3 3 � I/i 3 �40: / 3 3 : VI !L ROW 230.0 4 3 anal 3 awa 3 �,� 3 * 75.0 9 12 9 12 6 9 10 6 10 9 9 5 9 3 7 6 90.0 9 12 7 12 5 9 9 5 9 9 7 4 7 3 6 5 1 /4 POWERS FASTENING CALK-IN W/ 7/0" EMBED L /0 STAINLESS STE 4 - MACH INE SCREW 140.0 9 8 5 8 3 7 5 3 5 6 4 4 V 5 4 180.0 8 6 3 6 / 5 4 4 S r 230.0 6 5 3 5 / 5 4 4 5 4 L. 5 4 ggi ;;5�'= i- -�L =- t /4 "• t 1-1 CRETE FLEX W/ 1_1/4' MIN EMBEDMENT 75.0 9 12 11 12 8 9 12 12 9 12 6 12 4 9 8 90.0 9 12 9 12 6 9 12 6 12 4 9 10 5 10 1. 9 6 3 3 9 11 6 11 4 9 8 4 8 3 8 6 3 6 7 ii4 B r"' 5 g r 180.0 9 9 4 9 3 8 6 3 6 7 5 3 5 7 7 230.0 9 7 3 7 // 7 S 3 5/7 5 3 f rJo1141m111UU11WINm - t/4'• ELCO TAPCON W/ t -1/4' MIN. EMBEDMENT 75.0 12 12 10 12 7 12 10 6 10 I. 11 9 5 9 4 7 6 6 p 90.0 140.0 12 12 8 12 5 11 8 5 8 4 9 7 4 7 3 6 5 5 10 8 5 8 3 7 5 3 S 6 4 3 4 . 1 � 5 4/ 6 180.0 8 6 4 6 5 4 4 4 5 4 4 /� S 4 4 230.0 6 5 3 5 5 t / /A,IJ/ 5 � 1. ono 5 4-0 4. FASTENER SPACING (MOMS) ANCHOR SCHEDULE LOADS AND SPANS REQUIRED FOR VARIOUS DESIGN MIN. 4-1/2' EDGE DISTANCE' LOAD SPANS UP TO SPANS UP TO SPANS UP TO SPANS UP TO P.S.F. 6' - 0" NOTE 1) 8' - 8" NOTE 1) 10' - 2" NOTE 1) 15 - 6" (SEE NOTE 1) DI su ANCHOR TYPE MAX. (SEE (SEE (SEE CONNECTION CONNECTION CONNECTION CONNECTION (SEE NOTE TYPE TYPE TYPE TYPE 1) (SEE NOTE 3) (SEE NOTE 3) (SEE NOTE 3) (SEE NOTE 3) C1 C2 C3 C4 C5 CIJC2 C3 C4 C5 C1 C2_C3 C4 C5 Cl C2 C3 C4 C5 75.0 9 12 12 12 16 9 12 12 12 16 9 12 12 , 12 16 9 12 12 ' 12 10 Ellit=== 90.0 9 12 12 12 16 9 12 12 12 16 9 12 12 12 13 9 12 12 12 9 * t�l 3/® PowEJ RAwL DROP- 140.0 9 12 12 12 15 9 12 12 12 10 9 12 11 12 8 9 12 10 12 IN L S/1 180.0 9 12 12112 11 9 12 10 12 8 9 12 10 12 7 9 12 10 12 Il STEEL BOLT WITH 1- 11/16' MIN. EMBEDMENT 230.0 9 12 12 12 9 9 12 10 7 9 12 10 12 7 9 12 10 12 7 (MIN. 3.000 P.LL CONCRETE) • 05/30702 10:14 4 • • ' :JI •`:COROaC z SHUTT • • • v • Ake P1_i BLE TO 6.8 ORCO ION SHUTTER • • • • • `' • ••• • ••• • • • • • e • ANCHOR NOTES: 1. SPANS AND LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING ONLY. ALLOWABLE STORM SHUTTER SPANS FOR SPECIFIC LOADS MUST BE UMITEO TO THOSE SHOWN IN TABLE 3. SHEET 11. 2. A ENTER ANCHOR SCHEDULE TYPE AND EDGE DISTANCE. SELEC EXISTING DESIGN OAO TH 430 EOUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER THAN OR EQUAL TO SHUTTER SPAN. 3. SEE MOUNTING SECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. 4. EXISTING STRUCTURE MAY BE CONCRETE HOLLOW BLOCK OR WOOD FRAMING REFERENCE ANCHOR SCHEDULE FOR PROPER ANCHOR TYPE BASEL) ON TYPE OF EXISTING STRUCTURE AND APPROPRIATE CONNECTION TYPE. SEE CONNECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS. EMBEDMENT LENGTHS SHALL BE AS NOTED ANO 00 NOT INCLUDE STUCCO OR OTHER FINISHES. 6. VARY. IIE VERIFY FASTENERS ARE INTO W000 FRAMING W000 FRAMING S (E ER S , NOT PIEC YWOD. FASTENING TO PLYWOOD 15 ACCEPTABLE ONLY FOR 7. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING FASTENER SHALL BE LOCATED 04 CENTER OF NOMINAL 2" x 6" (MIN.) W000 S TUD. 3/4" EU& DISTANCE IS ACCEPTABLE FOR W000 FRAMING. W000 STUD SHALL BE SOUTHERN PINE' G.0.55 OR GREATER DENSITY. LAG SCREWS SHALL HAVE PHILLIPS PAN HEAD OR HEX HEAD. 8. MACHINE SCREWS SHALL HAVE MINIMUM OF 1/2" ENGAGEMENT OF THREADS IN BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD. TRUSS HEAD. OR WAFER HEAD ISIDEWALK BOLT). U.O.N. 5. 9. DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. 10. * DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE SCREW. NUT OR WASHEREO WINGNUT. Approved as eoaplyIag wIIb IOa (Florida Said) C ®.te • oe'• KOM • 1�T.11 Gilead. • rlvd.c1 t1111 106111a• mr it- U) Z 1 • v i 1 z w v 0 4 1 12/08/98 ...I. •....;; •; •s .00r4o L - ? K (e..19n e .n .a..• . t v s.J v i* I drown, no 01 -853 Sl+eeT 10 oP 11 05/30/02 10:14 • ••• •• •• • ••••• • • • ••• • • • • • • • • ••• • • • • • • • • • • • • .•. • • ••• • • • • • •• • •• • • • ..• • . ,• • e • • • • • • s•• • • • • • • • • • • • • 0 • • • • • • e • • 0 • • • )113 .AEC R L 9 51-4 LO E R • • t ►I'p1M�Ai�L E TO 6.8 ..4c4Delc3.1 01V S1- euirrSR • • • • • • •• 00000 • •• • • • ••o • • ••• •• TABLE-3 NOTES; 1. DETERMINE BOTH THE POSITIVE AND - THE NEGATIVE WIND LOADS. CHECK THEIR RESPECTIVE SPANS AND USE THE LESSER VALUE OF THE TWO. 2. FOR DESIGN LOADS BEEWEEN TABULATED VALUES USE NEXT HIGHER LOA OR LINEAR INTERPOLATION MAY BE USED TO OETE MINE ALLOWABLE SPANS. TABLE 4 NOTE• • 1. ENTER TABLE 4 WITH POSITIVE DESIGN LOAD TO DETERMINE MIN. STORM SHUTTER SEPARATION FROM GLASS. V.J. 164E2 PROFESS • WEIR FL U4sows HMI .2 ,. I G > JA= s lag Ltai sa H M •1 • •0.0000 H•1Qn Of v111 IS 1111.0 A•• • VA 1 AI ••.M1e n• ®1_55 Llheet 11 if 11 MINIMUM SHUTTER SEPARATION FROM GLASS POSITIVE DESIGN LOAD IW) 1P.S.F.) ACTUAL SHUTTER SPAN IL) (FT. - IN) MIN. SEPARATION FROM GLASS FOR INSTALLATIONS LESS THAN OR EOUAL TO 30' ABOVE GRADE (IN.) MIN. SEPARATION FROM GLASS FOR INSTALLATIONS GREATER THAN 30' ABOVE GRADE (IN.) 40.0 9 -0 2 -1/2 1 -3/4 11 -0 2 -1/2 2 -1/8 14 - 6 3 -1/4 3 -1/4 50.0 9 -0 2 - 1/2 1 -7/8 11 -0 2 -1/2 2 -1/4 13 -6 3 -1/1. 3 -1 /4 60.0 • 9 -0 2 -1/2 1 -7/8 11 -0 2 -1/2 2 -3/8 12 -11 3 -1 /1. 3 -1/4 70.0 9 -0 2 -1/2 2 11 -0 2 -1/2 2 -1/2 12 -4 3 -1/4 3 -1/4 80.0 9 -0 2 -1/2 2 11 -0 2 -3/4 2-3/6 11 -11 3 -1/8 3 -1/8 90.0 9 -0 2 -1/2 2 11 -0 2 -7/8 2 -7/8 11 -5 3 -1/8 3 -1/8 12 -8 9 -0 2 -1/2 2 -1/8 100.0 10 -0 2 -1/2 2 -1/2 150.0 91 - 1 3 -1/8 3 -1/8 10 -10 9 -0 2 -1/2 2 -1 /4 110.0 10 -0 2 -5/8 2 -5/8 170.0 10 -9 3 3 9 -6 9 -0 2 -1/2 2 -1/6 120.0 10-0 2 -3/4 2 -3/4 10 -5 3 3 05/30/02 10:14 • ••• •• •• • ••••• • • • ••• • • • • • • • • ••• • • • • • • • • • • • • .•. • • ••• • • • • • •• • •• • • • ..• • . ,• • e • • • • • • s•• • • • • • • • • • • • • 0 • • • • • • e • • 0 • • • )113 .AEC R L 9 51-4 LO E R • • t ►I'p1M�Ai�L E TO 6.8 ..4c4Delc3.1 01V S1- euirrSR • • • • • • •• 00000 • •• • • • ••o • • ••• •• TABLE-3 NOTES; 1. DETERMINE BOTH THE POSITIVE AND - THE NEGATIVE WIND LOADS. CHECK THEIR RESPECTIVE SPANS AND USE THE LESSER VALUE OF THE TWO. 2. FOR DESIGN LOADS BEEWEEN TABULATED VALUES USE NEXT HIGHER LOA OR LINEAR INTERPOLATION MAY BE USED TO OETE MINE ALLOWABLE SPANS. TABLE 4 NOTE• • 1. ENTER TABLE 4 WITH POSITIVE DESIGN LOAD TO DETERMINE MIN. STORM SHUTTER SEPARATION FROM GLASS. V.J. 164E2 PROFESS • WEIR FL U4sows HMI .2 ,. I G > JA= s lag Ltai sa H M •1 • •0.0000 H•1Qn Of v111 IS 1111.0 A•• • VA 1 AI ••.M1e n• ®1_55 Llheet 11 if 11 ACCORDION SHUTTER SPAN SCHEDULE FOR ALL MOUNTING CONDITIONS DESIGN WIND LOAD POSITIVE WIND LOAD NEGATIVE WIND LOAD 1 - (P.S.F.) L max. (FT -1N) L max. (FT -IN) 32.5 15 -2 15 -6 40.0 14 -4 15 -6 50.0 13 -6 15 -6 60.0 12 -10 15 -6 70.0 12 -4 15 -6 80.0 11 -10 15 -2 90.0 11 -5 14 -3 100.0 11 -1 13 -7 110.0 10 -9 12 -8 120.0 10 -5 11 -7 150.0 9 -8 10 -10 160.0 9 -6 10 -2 170.0 9 -3 9 -6 179.1 9 -1 9 -1 186.4 9 -0 9 -0 190.0 8 -9 8 -9 200.0 8 -4 ' 8 - 4 210.0 7 -11 7 -11 220.0 7 -7 7 -7 2 I 7 =3 1 7-3 ( 05/30/02 10:14 • ••• •• •• • ••••• • • • ••• • • • • • • • • ••• • • • • • • • • • • • • .•. • • ••• • • • • • •• • •• • • • ..• • . ,• • e • • • • • • s•• • • • • • • • • • • • • 0 • • • • • • e • • 0 • • • )113 .AEC R L 9 51-4 LO E R • • t ►I'p1M�Ai�L E TO 6.8 ..4c4Delc3.1 01V S1- euirrSR • • • • • • •• 00000 • •• • • • ••o • • ••• •• TABLE-3 NOTES; 1. DETERMINE BOTH THE POSITIVE AND - THE NEGATIVE WIND LOADS. CHECK THEIR RESPECTIVE SPANS AND USE THE LESSER VALUE OF THE TWO. 2. FOR DESIGN LOADS BEEWEEN TABULATED VALUES USE NEXT HIGHER LOA OR LINEAR INTERPOLATION MAY BE USED TO OETE MINE ALLOWABLE SPANS. TABLE 4 NOTE• • 1. ENTER TABLE 4 WITH POSITIVE DESIGN LOAD TO DETERMINE MIN. STORM SHUTTER SEPARATION FROM GLASS. V.J. 164E2 PROFESS • WEIR FL U4sows HMI .2 ,. I G > JA= s lag Ltai sa H M •1 • •0.0000 H•1Qn Of v111 IS 1111.0 A•• • VA 1 AI ••.M1e n• ®1_55 Llheet 11 if 11