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815 NE 99 St (5)L -� tt j..(g)g.,, 1 ��J _ rTi - w I yct tl N L -� tt j..(g)g.,, 1 ��J • • •••• • • CONCRETE ANCHORS (SEE SCHEDULE) SEE SCHEDULE I --FOR Min. SEPARATION TO GLASS •• • • • • •••- POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED • • • • • •••• • •••- • • • • •NOl11ED COhCRETi • • • • B • OR CONCRETE • • C 4NC, RS • • • L • IC WALL • • • • S ULE • • (dIRED • WALL MQIINT /NG •:IWSTALx'ATIQN • ...S • • • • SCALE : 3 /8' - 1 / 14 x 3" S. S. S M. S. W/ 7/16' 0 x 7/8" LONG NYLON BUSHING (Typ. TOP & BOTTOM) # 14x2 "S. S. O S. M. S. (Typ. TOP & BOTTOM) I I I I LJ T1 [ OPTIONAL j I I BUSHING 111 1C1� TOP /BOTTOM) © or CONCRETE ANCHORS (SEE SCHEDULE) I E .. TED 0- O © II dA P 601 POURED CONCRETE REQUIRED L SEE SCHEDULE FOR Min. SEPARATION TO GLASS POURED CONCRETE REQUIRED EDGE OF SLAB IF APPL /CABLE / 14 x 3" 5. S. S. M. S. W/ 7/16' 0 x 7/8" t 9 LONG NYLON BUSHING (Typ. TOP & BOTTOM) / 14x2 "S. S. S. M. S. (Typ. TOP & BOTTOM) or k N un OPTIONAL � BUSHING sql TOP/BOTTOM) /14 x J /4" S. S. S.M. S. ® 12" 0. C. CONCRETE ANCHORS (SEE SCHEDULE) CEILING & FLOOR MOUNTING INSTALLATION SECTION 8 SCALE : J /8" = 1" EDGE OF SLAB IF APPLICABLE CONCRETE ANCHORS (SEE SCHEDULE) REQUIRED POURED CONCRETE ' EDGE OF SLAB D' IF APPLICABLE I T / 14 x 3" S. S. S. M. S. W/ 7/16" 0 x 7 /B" LONG NYLON BUSHING (Typ. TOP d! BOTTOM) OUSIHNAL BUSHING u. l / 14 x 2" S. S. S. M. S. (Typ. TOP & BOTTOM) 1111 Q o L SE£ SCHEDULE FOR Min. SEPARATION TO GLASS POURED CONCRETE REQUIRED CONCRETE ANCHORS (SEE SCHEDULE) CEILING & FLOOR MOUNTING INSTALLATION SECTION 81 SCALE : 3/8' = 1 " EDGE OF SLAB IF APPLICABLE CONCRETE ANCHORS (SEE SCHEDULE) / ThiNC.\ TILLIT TESTING & ENGINEERING COMPANY 6355 N.W. JBth. SL 51.. 103. NRGINN GARDEN$ 11. 13166 Phon.: (305 )877 -1530 . Fax : (305)871 -1531 EB- 0006719 WALTER A II LJT Jr. P. E fLOR104 Ue. / 44187 CONCRETE ANCHORS (SEE SCHEDULE) SEE SCHEDULE - FOR Min. - SEPARAT70N TO GLASS MY. No 2 SCALE : 3/8" m 1" OPSCRMfON OLD 62-0x1 POURED CONCRETE REQUIRED POURED CONCRETE REQUIRED I I CEILING & FLOOR MOUNTING INSTALLATION SECTION 82 II I I II II u ROLLINGSHIELD, INC. art 7 /14/03 n N. EDGE OF SLAB IF APPLICABLE / 14 x 3' S. S. S M. S. W/ 7/16' 0 x 7/8° LONG NYLON BUSHING F9 (Typ. TOP & BOTTOM) 2 2500 N.W. 74th AVE MIAMI, FL 33122 PHONE: (305)436 -6661, FAX: (305)436 -5523 OCINDIVRON / 14x2" S. S. S. M. S. (Typ. TOP & BOTTOM) r OPTIONAL BUSHING TOP /BOTTOM) EDGE OF SLAB IF APPLICABLE HPMA / PERFORMANCE SYSTEM 1 ACCORDION SHUTTER AS SHOWN SCALE 7/14/05 DATE 05 -167 DRAWING No SHEET 2 OF 6 • • • • •• • •• ••• •• •• POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED CONCRETE ANCHORS (SEE SCHEDULE) •• ••• • • • • • POURED CONCRETE • •OR CONCRBTE BLOCK EWALL RQJI(4Q • • • • •• • .• V • // • • h O • 11 —EQ mmA II EQ 1 RS 1 SEE SCHEDULE FOR Min. SEPARATION TO GLASS •••• • • •• • • • •• •• • • •••• • • CONCRETE ANCHORS • OBE•9CHEDULE) • SCALE : 3/8' - 1" 1/4' S. S. BOLT: _ NUT & WASHER o 9 0. C. OR /14 x 3/4' S. S. S M. S. 0 9' 0. C. 1' Min. # 74 x .3 S. S. S. M. S. W/ 7/16' 0x X13 7/8' LONG NYLON 1 BUSHING (Typ. TOP & I 'BOTTOM) 1" Min. 1/4' 0 -20 S. S. BOLTS W/ NUT & WASHER 0 9" 0. C. OR /14 x 3/4" S. S. S. M. S. 0 9" 0. C. fiQ1LD -OUT INSTALLATION • • — SECTION C / 14 x 2" S. S. S. M. S. (Typ. TOP & BOTTOM) C) or OP770NAL BUSHING TOP /BOTTOM) POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED CONCRETE ANCHORS (SEE SCHEDULE) POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED CONCRETE ANCHORS (SEE SCHEDULE) SEE SCHEDULE FOR Min. SEPARATION TO GLASS 1/4' 0 -20 S. S. BOLTS W/ NUT & WASHER 0 9" 0. C. 1 MTh. u BUILD —OUT INSTALLATION — SECTION C1 SCALE: 3/8 "= 1' # 14 x 3' S. S. S. M. 5 W/ 7/16' 0x 7/8' LONG NYLON BUSHING (Typ. TOP & BOTTOM) / 14 x2'5 S. S. M. S. (Typ. TOP & BOTTOM) ()or n II I I ` OPTIONAL i BUSHING TOP /BOTTOM) /14x3/4'£ £ S.M. S. 0 12" 0. C. 1/4' 0 -20 S. S. BOLTS W/ NUT & WASHER 0 9" 0. C. OR /14 x 3/4" S. S. S. M. S. 0 9" 0. C. © or ( /1 Tri rr_ \ C O INC. T1LL/T TESTING & ENGINEERING COMPANY 6355 MW. .76111. 51., 51.. 305. Vx1CIN14 GARDENS, fA 33186 Phone : (Ja5)871 -1530. Fa.: (335)871 -1531 68- 0006719 WALTER A 71UJT Jr. P. E FLORILN Uc. / 44167 TOP / BOTTOM (OPTIONAL) TYPICAL ELEVATION N. T. S. HPMA / PERFORMANCE SYSTEM 1 ACCORDION SHUTTER REV. Ma 2 ROLLINGSHIELD, INC. 2500 N.W. 74th AVE. MIAMI, FL 33122 PHONE (305)436 -6661, FAX: (305)436 -5523 OfSCFW1/QV OLD 47-051 DATE . REV. Ha 7/146 .1 6CSCRIY110N art) Qor@l E NOTES ON SHEET OF 6 FOR LOCKING ECIF7CATIONS DATE AS SHOWN SCALE 7/74/05 0ATE 05 -167 DRAWING No SHEET J OF 6 - 7 - 7 -7 T \ ii - Jc.) . N 0 e N Gor C or& era? ® _ ` 2! • • • • •• • •• ••• •• •• POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED CONCRETE ANCHORS (SEE SCHEDULE) •• ••• • • • • • POURED CONCRETE • •OR CONCRBTE BLOCK EWALL RQJI(4Q • • • • •• • .• V • // • • h O • 11 —EQ mmA II EQ 1 RS 1 SEE SCHEDULE FOR Min. SEPARATION TO GLASS •••• • • •• • • • •• •• • • •••• • • CONCRETE ANCHORS • OBE•9CHEDULE) • SCALE : 3/8' - 1" 1/4' S. S. BOLT: _ NUT & WASHER o 9 0. C. OR /14 x 3/4' S. S. S M. S. 0 9' 0. C. 1' Min. # 74 x .3 S. S. S. M. S. W/ 7/16' 0x X13 7/8' LONG NYLON 1 BUSHING (Typ. TOP & I 'BOTTOM) 1" Min. 1/4' 0 -20 S. S. BOLTS W/ NUT & WASHER 0 9" 0. C. OR /14 x 3/4" S. S. S. M. S. 0 9" 0. C. fiQ1LD -OUT INSTALLATION • • — SECTION C / 14 x 2" S. S. S. M. S. (Typ. TOP & BOTTOM) C) or OP770NAL BUSHING TOP /BOTTOM) POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED CONCRETE ANCHORS (SEE SCHEDULE) POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED CONCRETE ANCHORS (SEE SCHEDULE) SEE SCHEDULE FOR Min. SEPARATION TO GLASS 1/4' 0 -20 S. S. BOLTS W/ NUT & WASHER 0 9" 0. C. 1 MTh. u BUILD —OUT INSTALLATION — SECTION C1 SCALE: 3/8 "= 1' # 14 x 3' S. S. S. M. 5 W/ 7/16' 0x 7/8' LONG NYLON BUSHING (Typ. TOP & BOTTOM) / 14 x2'5 S. S. M. S. (Typ. TOP & BOTTOM) ()or n II I I ` OPTIONAL i BUSHING TOP /BOTTOM) /14x3/4'£ £ S.M. S. 0 12" 0. C. 1/4' 0 -20 S. S. BOLTS W/ NUT & WASHER 0 9" 0. C. OR /14 x 3/4" S. S. S. M. S. 0 9" 0. C. © or ( /1 Tri rr_ \ C O INC. T1LL/T TESTING & ENGINEERING COMPANY 6355 MW. .76111. 51., 51.. 305. Vx1CIN14 GARDENS, fA 33186 Phone : (Ja5)871 -1530. Fa.: (335)871 -1531 68- 0006719 WALTER A 71UJT Jr. P. E FLORILN Uc. / 44167 TOP / BOTTOM (OPTIONAL) TYPICAL ELEVATION N. T. S. HPMA / PERFORMANCE SYSTEM 1 ACCORDION SHUTTER REV. Ma 2 ROLLINGSHIELD, INC. 2500 N.W. 74th AVE. MIAMI, FL 33122 PHONE (305)436 -6661, FAX: (305)436 -5523 OfSCFW1/QV OLD 47-051 DATE . REV. Ha 7/146 .1 6CSCRIY110N art) Qor@l E NOTES ON SHEET OF 6 FOR LOCKING ECIF7CATIONS DATE AS SHOWN SCALE 7/74/05 0ATE 05 -167 DRAWING No SHEET J OF 6 CONCRETE ANCHORS ® 18" 0. C. POURED CONCRETE REQUIRED ••• • NOTE : SECTIONS SHOWN CAN BE COMBINED TO SUIT ANY INSTALLATION. 3/n1 HOLE FOR LOCKING PIN AT — STACKtNG POSITION (LOCATION VARIES) #44 x 3/4" S. S. S. M. S. 01? 3/16" 0 • • 'Af iffi. POP RIVETS C • • f9; 0. C. (Typ.) • • • �i •.2 x .125" • • ALUMINUM TUBE • SWIION •E';;• sCA/ , j/ = 1' •' i (OPTIONAL) SECTION 01 (& MULTIPLE SHUTTERS) (OPTIONAL) 2" x 2" x .125" ALUMINUM TUBE or Q1 (SEE NOTES) SCALE : 3/8' = 1" (OPTIONAL) SECTION El SCALE : 3/8" = 1" 1' x 1' x .062' Cont. Alum. ANGLE /14x3/4 "S S. S, M. S. 01? 3/16" 0 Alum. POP RIVETS 0 9" 0. C. (Typ.) 1' x 1" x .062" Cont. Alum. ANGLE SECTION D (OPTIONAL) ©OR ©GR ©+ ©OR ®OR orQ (SEE NOTES) or (SEE NOTES) 2" x 2" x .125" ALUMINUM TUBE SECTION E2 SCALE : 3/8" = 1' (OPTIONAL) or (SEE NOTES) 3/8"I HOLE FOR LOCKING PIN AT STACKING POSITION (LOCATION VARIES) (OPTIONAL) orEJ (SEE NOTES) POURED CONCRETE REQUIRED POURED CONCRETE REOU /RED CONCRETE ANCHORS 0 18" 0. C. #14 x 3/4' S M. S. OR 3/16 0 ALUM. POP RIVET 0 9' 0. C. 1 "xl " OR 1 "x2" OR 1 1/2" x 1 1/2" OR 1 1/2" x 2' OR 2" x2'OR2 "x 3'OR2 "x 4" 01? 2' x 5' x .055" Min. THICK Alum. ANGLE CONCRETE ANCHORS O OR 0 O 0 O 18" 0. C. ONE SIDED SECTION END CONNECTION DETAIL SCALE : 3/8" = 1" 1" x 1" x .062" Cont, Alum. ANGLE /14 x 3/4" S. S S. M. S. OR 3/16" 0 Alum. POP RIVETS 9" 0. C. (Typ.) 1 "x 1'x.062" Cont. Alum. ANGLE CONCRETE ANCHORS EA. ANGLE (4) 3/16' 0 Alum. POP RIVETS 01? { 14 x 3/4" S. M. S. (Typ.) 2 "x 2 ' x.125' OR 3" x 3" x .090" Alum. TUBE POST (6063 —T6 ALLOY) 2 "x 2 "x.125 "x TUBES' SIZE Alum. ANGLE (2 REQUIRED) ISOMETRIC (CORNER POST) (Typ. AT TOP & BOTTOM SLABS) EDGE OF SLAB + EOGR ®OR / - mi \ T1LLUT TESTING & ENGINEERING COMPANY 6355 N.W. 36117. S1.. S1 30S VIRGINIA GARDEN$ H. 36166 Phone : (305)871 -1530 . Fax : (305)871 -1531 E8- 0006719 WALTER A TILLIT Ji P. E. FLORIDA Lk. / 44167 NOTES FOR LOCKING OF R & 1 —PUSH BOTTOM LOCK MAY BE USED FOR INSTALLATIONS SECURED FROM TH OUTSIDE OR INSIDE OF SHUTTER. WHEN INSTALLING OJ FROM THE OUTSIDE, A 7/8 " HOLE SHALL BE DRILLED ATOANDO t MUST BE RIVETED FROM THE BACK OF QH TO THE FRONT W/ (2)3/16 "0 ALUM. POP RIVETS. A 3 8 0 HOLE MUST THEN BE DRILLED AT © TO ALLOW FOR P/ TO PASS THRU. WHEN INSTA LING t J FROM THE INSIDE J®MUST BE RIVETED TO ! W/(2)3/16 0 ALUM. PO RIVETS A 3/8 "0 HOLE UST THEN BE DRILLED THRU HAND TO ALLOW FOR PIN TO PASS THRU. 2 -5/16 xl " LOCK J1 MAY BE USED ALTERNATIVELLY TO JQLOCK FOR INSTALLATIO S OR INSIDE SECURED FROM THE OUTSI SHALL BE DRILLED SHUTTER. O ACC PT 8 T HREA S PER INCH MACHINE SCREW. /14 x 3/4" S. M. S. OR _I 3/16 0 ALUM. POP RIVET 0 9" O. C. ALTERNATE CLOSURE DETAIL W /® REY. Na 2 1x1 " OR I "x2" OR 1 1/2" x 1 1/2" OR 1 1/2" x 2' OR 2' x 2' OR 2'x 3" OR 2 "x 4" 01? 2" x 5" x .055" Min. THICK Alum. ANGLE ocsunpnott 0(6 0[-031 SCALE : 3/8" = 1" HPMA / PERFORMANCE SYSTEM 1 ACCORDION SHUTTER ROLUNGSHIELD, INC. 2500 N.W. 74th AVE. MIAMI, FL 33122 PHONE (305)436 -6661, FAX: (305)436 -5523 DAM REY, Na 7/14/0D .4 oESCRY110N CONCRETE ANCHORS 0 9' 0. C. POURED CONCRETE REQUIRED LATE AS SHOWN SCALE 7/14/05 DATE 05 -167 DRAWING No SHEET 4 OF 6 MAXIMUM DESIGN LOAD "W" (p.a.f.) WALL MOUNTING INSTALLATION AT TOP OR BOTTOM (TO CONCRETE) MAXIMUM SHUTTER SPAN FOR SECTIONS "L" (ft) MINIMUM SEPARATION TO GLASS (In.) ALL SECTIONS 5 -0" OR LESS B, B1, B2 C & C1 A s •« 8' -6" TO MAX. ALLOWED 40 9 14' -1" 12' -5" 1" 1" 4.5 45 9 13' -8" 11' -8" 1- 1- 9 50 9 13' -0" 11' -1" 1" 1" 9 55 9 12' -5" 10' -7" 1" 1" 9 60 9 11' -10" 10' -1" 1" 1" 9 65 9 11 9' -9" 1" 1" '9 70 4 11 9' -4" 1" 1" 9 75 4.5 10' -7" 9 1" 1" 9 80 FROM >90.0 TO 120 10' -3" 8' -9" 1" 1" - 85 9 10' -0" 8' -6" 1" 1" 3.5 90 9 9' -8" 8' -3" 1" 1" FROM >120.0 TO 170.0 95 7 9' -5" 8' -O" 1" 1 " 9 loo - 9 ' -2 7' -8" 1" 1" 9 105 6.5 9' -0" 7' -4" 1" 1" 7 110 - 8' -9" 7' -0" 1" 1" - 115 3 8' -7" 6' -8" 1" 1" 4.5 120 - 8' -5" 6' -5" 1" 1" 125 8' -3" 6' -2" 1" 1" 130 8' -1" 5' -11" 1" 1" 135 7' -10" 5' -8" 1` 1" 140 7' -6" 5' -6" 1" 1" 145 7' -3" 5' -4" 1' 1" 150 7' -0" 5' -1. "' 1" 1" 155 6' -10" 4' -11" 1" 1" 16( . • • 6' -7" 4' -10" 1' 1 ° : 165 • •: • 6' -5. ....4 1 " 1" • • 170• •.4. 6' -2" 4' -6" • 1" 1" 175 • 6'- 4.41..: 4'- . 5" 1" 1.. . 18(i .• 5' -10.• ••4' -3" 1" 1" • 189• • • • 5'- 871••:••4' -2" 1" 1" D 19 4••••1 5'- 7; -1" 1" 1" • 195 • • 5'- 5 " •••• 3' -11" 1" 1" 200.•e• 5 .:,..3 . -10" 1 " 1 " 20. : 5' -2i .• 3 ' -9 " 1" 1" • 210•••• • 5' -0 •3' -8" 1" 1" 215 4 3' -7" r" r" 220 4' -9" 3' -6" 1" 1" 225 4' -8" 3' -5" 1" 1" 230 4' -7" 3' -4" 1" 1" MAXIMUM DESIGN LOAD "W" (p.s.f.) WALL MOUNTING INSTALLATION AT TOP OR BOTTOM (TO CONCRETE) WALL MOUNTING INSTALLATION AT TOP OR BOTTOM (TO MASONRY) SHUTTER SPAN SHUTTER SPAN 5 -0" OR LESS 5' -0" TO 8' -6" 8' -6" TO MAX. ALLOWED 5' -0" OR LESS 5' -0" TO 8' -6" 8' -6" TO MAX. ALLOWED FROM 40.0 TO 60.0 9 9 9 9 9 4.5 9 9 9 9 9 6.5 9 9 9 9 9 9 FROM >60.0 TO 75.0 9 9 9 9 6 3.5 9 9 9 9 8.5 5.5 9 9 9 9 9 7.5 FROM >75.0 TO 90.0 9 9 '9 9 4 3 9 9 g 9 5.5 4.5 9 9 9 9 9 6.5 FROM >90.0 TO 120 9 7.5 7.5 7 - - 9 7.5 7.5 9 3.5 3.5 9 9 9 9 5 5 FROM >120.0 TO 170.0 9 7 - 3 - - 9 7 - 4.5 3 - 9 9 - 6.5 4.5 - FROM > 170.0 TO 230.0 7 7 - - - - 7 7 - 3 3 - 9 9 - 4.5 4.5 - MAXIMUM DESIGN LOAD "W" (p.s.f.) WALL MOUNTING INSTALLATION AT TOP OR BOTTOM (TO CONCRETE) WALL MOUNTING INSTALLATION AT TOP OR BOTTOM (TO MASONRY) SHUTTER SPAN SHUTTER SPAN 5' -0" OR LESS 5' -O" TO 8' -6' 8' -6' TO MAX. ALLOWED 5' -0" OR LESS 5' -0" TO 8' -6" 8' - 6" TO MAX. ALLOWED FROM 40.0 TO 60.0 9 9 9 9 8 4.5 9 9 9 9 9 6.5 9 9 9 9 9 9 FROM >60.0 TO 75.0 9 9 9 9 4 3 9 9 9 9 5. 5 5 9 9 9 9 8.5 6.5 FROM >75.0 TO 90.0 9 8.5 8.5 9 - - 9 8.5 8.5 9 4 4 9 9 9 9 5.5 5.5 FROM >90.0 TO 120.0 9 7.5 7.5 4.5 - - 9 7.5 7.5 6.5 3.5 - 9 9 9 9 5 - FROM >120.0 TO 170.0 8 8 - - - - 8 8 - 3.5 3.5 - 9 9 - 5 5 - FROM >170.0 TO 230.0 8 8 - 4.5 4.5 - 8 8 - 3.5 3.5 - 9 9 - 5 5 - MAXIMUM DESIGN LOAD "W" (p.s.f.) WALL MOUNTING INSTALLATION AT TOP OR BOTTOM (TO CONCRETE) WALL MOUNTING INSTALLATION AT TOP OR BOTTOM (TO MASONRY) SHUTTER SPAN SHUTTER SPAN 5' -0" OR LESS 5' -0" TO 6' -6" 8' -6" TO MAX. ALLOWED 5' -0" OR LESS 5' -0" TO 8' -6" 8' - 6' TO MAX. ALLOWED FROM 40.0 TO 60.0 9 9 9 9 9 6.5 9 9 9 9 9 9 9 9 9 9 9 9 FROM >60.0 TO 75.0 9 9 9 9 7.5 6 9 9 9 9 9 8.5 9 9 9 9 9 9 FROM >75.0 TO 90.0 9 9 9 9 6 5. 5 9 9 9 9 9 8 9 9 9 9 9 9 FROM >90.0 TO 120 9 9 9 8 4.5 4.5 9 9 9 9 7 7 9 9 9 9 9 9 FROM >120.0 TO 170.0 9 9 - 5 4.5 - 9 9 - 8 6.5 - 9 9 - 9 9 - FROM > 170.0 TO 230.0 9 9 - 4.5 4.5 - 9 9 - 6.5 6.5 - 9 9 _ 9 9 _ MAXIMUM DESIGN LOAD "W" (p.s.f.) FLOOR /CEILING MOUNTING INSTALLATION TOP OR BOTTOM (TO CONCRETE) SHUTTER SPAN 5 -0" OR LESS 5' -0' TO 8' -6" 8' -6" TO MAX. ALLOWED .75 9 9 8.5 FROM 9 9 9 40.0 TO 60.0 9 9 9 9 9 8 FROM 9 9 8 >60.0 TO 75.0 9 9 9 9 8 7 FROM >75.0 TO 90.0 9 8.5 7.5 9 9 9 9 6 6 FROM 9 6.5 6.5 >90.0 TO 120.0 9 9 9 7.5 6 - FROM 7.5 6 - >120.0 TO 170.0 9 8.5 - 6 6 - FROM 6 6 - > 170.0 TO 230.0 8.5 8.5 - + MAXIMUM ANCHOR SPACINGS ARE VALID FOR 3 1/2" EDGE DISTANCE. FOR E. D. LESS THAN 3 1/2 ", REDUCE ANCHOR SPACING BY MULTIPLYING SPACING SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS. (NOTE : Min. E. D. FOR CALK -IN ANCHORS IS 2 1/2"). FOR THIS OPERATION TO BE POSSIBLE, REDUCED SPACING OBTAINED USING FACTOR SHALL NOT BE LESS THAN MINIMUM SPACING INDICATED FOR EACH ANCHOR TYPE AT ANCHORS LEGEND. ACTUAL E. D. FACTOR 3" .86 2 1/2" .75 2" .50 ANCHORS TYPE ANCHOR MIN. SPACING TAPCON OR MAXI -SET TAPCONS 3.0" CALK -IN 3000 psi. (MIN.) CONCRETE 2.5" CRETE -FLEX SS4 3350 psi. (MIN.) CONCRETE 3.0" .•••• •••• • • • •••• r • •• •• r•••• • • • •••• MAXIMUM DESIGN PRESSURE RATING "W" (p.s.f.) AND CORRESPONDING MAXIMUM SPAN "L" SCHEDULE. (VALID FOR SECTIONS A, 8, B1, 82, C & C1 ON SHEET 2 & 3). NOTE: DESIGN PRESSURE RATING CORRESPONDS ONLY TO NEGATIVE PRESSURE (SUCTION) LOADS, IN ACCORDANCE WITH ASCE 7 -98 CRITERIA FOR A GIVEN OPENING. IF NEGATIVE PRESSURE VALUES COMPLY WITH THE REQUIRED PRESSURE FOR THE .OPENING, THE POSITIVE PRESSURE WILL AUTOMATICALLY QUALIFY AND NEED NOT TO BE CHECKED. * FOR SHUTTERS INSTALLED WITHIN THE FIRST 30' -0" ELEVATION OF BUILDING MEASURED AT BOTTOM OF SHUTTER. fh FOR SHUTTERS INSTALLED ABOVE 30' -0" ELEVATION OF BUILDING, MEASURED AT BOTTOM OF SHUTTER. MAXIMUM DESIGN PRESSURE RATING "W" (p.s.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING (in.) SCHEDULE, (VALID FOR SECTION A ON SHEET 2). MAXIMUM DESIGN PRESSURE RATING "W" (p s.f.) ANQ CORRESPONDING MAXIMUM ANCHOR SPACING (In.) SCHFDUI F, (VALID FOR SECTIONS C1 ON SHEET 3). MAXIMUM DESIGN PRESSURE RATING "W" (o.s.f.) AND gORRESPONDING MAXIMUM ANCHOR SPACING (in.) SCHEDULE, (VALID FOR SECTIONS B, B1, 82 ON SHEET 2). /1 itE .\ TILLIT TESTINQ & ENQINEERING COMPANY 8355 MW. 66th St., J05. NR01M4 CAROMS, ft 37186 Phone : (605)871 -1530 . Par : (605)871 -1571 EB- 0006719 181LUER A. MET Jr. P. E FLORRI4 Lie. / 44167 MAXIMUM DESIGN PRESSURE RATING "W" (o.s.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING (inJ SCHEDULE. (VALID FOR SECTION C ON SHEET 3). ANCHORS LEGEND HPMA / PERFORMANCE SYSTEM 1 ACCORDION SHUTTER ROLL/NGSHIELD, INC. 2500 N.W. 741h AVE. MIAMI. FL 63122 PHONE. (305)436 -6661, FAX: (305)436 -5523 TAPCON OR MAXI -SET TAPCONS CALK -IN CRETE -FLEX SS4 RCA. Rs OESCRI1VM DAM ACV. Oa O[SCRIP11U44 0470 1 01.0 57 7/14/06 J A 4 AS SHOWN SCALE 7/14/05 DATE 05 -167 DRAWING No SHEET 5 OF 6 .250" . 7.000' Mox. AS APPLICABLE ID ALUMINUM ANGLE SCALE: 3/8" = 1' PUSH BUTTON LOCK COMPONENTS / TILUT TESTING & ENGINEERING COMPANY 6J55 N.W. 36th. St. Sts. 305. t4RGINI4 GARDENS, F1. 33166 Mono : (J05j871 -1530. Fox : (3(x5)671 -1531 EB- 0006719 WALTER A. GLUT Jr. P. E. FLORIDA Uc. / 44767 HPMA / PERFORMANCE SYSTEM 1 ACCORDION SHUTTER ROLLINGSHIELD, INC. 2500 N.W. 74th AVE. ML4MI, FL 33122 PHONE. (305)436 -6661, FAX: (305)436 -5523 REY. Na 2 DESCRIPTION OLD 02-051 DATE 7/14/05 R[Y. Na J 4 DESCRIPTION MT( AS SHOWN SCALE 7/14/05 DATE 05 -167 DRAWING No SHEET 1 OF 6 • t 0 .5 • • .591" - 1 .727` 125" • •••• •••• MAX. 100" TYP. 5 1 FLOOR SILL SCALE : 3 /B' 1" • • .075"- .505'- • •• • • • ••• • • • •••• 1.903 - 1.250"--1 -.075" LI N 1--.470 I 1 068" o 792" 1.109" - 0 • -.068" 2.474" ® WALL HEADER (& INVERTED) SCALE : 3/8' = 1' © MALE /FEMALE BLADE SCALE: 3/8' - 1" • •• • • • •••• • •• • • • • • • • • • • •• •• • • • • • • • •••• • • • • 5' Mox. AS APPLICABLE • • • AW111NUM AJ�TGLE • • • • • ••SCALE: J /8" J 1" •• • • • • • •••• • • 1.043" - .591"- .068" TYP. ® THRESHOLD TRACK SCALE : 3/8' a I' (2)HOLES FOR 3/16 "0 ALUM. POP RIVETS rn N {075' N .0 = "- {1 .792" 1.109' .505" © CEILING HEADER SCALE : 3/8' = 1' © MALE /MALE BLADE SCALE: J /6" e 1" .063 " - 875" 0E ADJUSTABLE SILL ADAPTOR SCALE : 3/8' - 1" -.43 8' -.906 2.474 L.±1.344" N- O) . L OJ BRASS NICKEL PLATED 075" I b I t 2.045" 5.080" - 1.674" 3.879" 0.51 .313'0-, 4 640 r . 430 "0 f - ' 51- .590 "� °• '�MCi l l�1 I KNOB �k-1.500 "0-I o a 5/16 "0x /" S.S.M.S /PLASTIC KNOB LOCK .125'- .080 "1 .080 " - - -.100 ,8-.751~ 5/16"-18 S.S. M. S. 3.234' © WALL SILL SCALE: 3/8" - 1' 2.075' .380" r 062' S� .062'- .500 - FT - 1.500 " I - ' 1 1 OF 90• STARTER SCALE 3/8" - 7" .063" 4.371" 3.093" 1.700" 5 .963" .080" 3.316" ® FEMALE CENTERMATE BLADE SCALE 3/8' - 1' 6" M.N. /10x1/2" S. S. THUMBSCREW 0 LOCKING PIN (OPTIONAL) SCALE: 3/8' _, 7' N .062' TYP. .080" 2.142" 3.106' 3.431" 2.146' 25" r-.591' H 715" L1.167 -{ 1 882' I © FLOOR SILL SCALE : J /8" 4 1' Ff 180• MALE STARTER SCALE 3/6" - 1" MALE CENTERMATE SCALE J /8' - 1' -1718'1- © INTERIOR HANDLE (OPTIONAL) SCALE 3 /8' = 1' 06i BLADE GENERAL NOTES; 1. PERFORMANCE SYSTEM 1 ACCORDION SHUTTER SHOWN ON HIS PRODUCT EVALUATION DOCUMENT (P.E 0.) HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE W/TH THE 2004 ED/RON OF HE FLORIDA BUILDING CODE DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1609 OF HE ABOVE M£N170NEQ CODE. FOR A BASIC WIND SPEED ,4S REQUIRED BY HE JURISDICTION WHERE SHUTTER WILL BE INSTALLED, ANC FOR A DIRECTIONALITY FACTOR Kd =0.85, IN ACCORDANCE W/ ASCE 7 -98 STANDARD. IN ORDER TO VERIFY THAT ANCHORS ON THIS P.E.D., AS TESTED, WERE NOT OVERSTRESSED, A 33X INCREASE IN ALLOWABLE LOADS FOR WIND LOADS WAS p(QL USED IN HEIR ANALYSIS. HOWEVER. FOR LAG SCREWS INTO WOOD, A 1.60 WIND LOAD DURATION FACTOR WAS USED TO CALCULATE SCREWS SPACINGS. ACCORDION SHUTTER'S ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1609.1.4 OF THE ABOVE MENTIONED CODE AS PER CONSTRUCTION TESTING CORPORATION LAB TEST REPORT /00 -060. 2. W/ 135.0 ksi YIELD STRENGTH METAL 180 ksi S TENSILE STRENGTH. SCREWS SHALL BE COATED WITH XYLANl5000 SERIES FLUOROPOLYMER COATINGS AS MANUFACTURED BY WHITFORD Co., BOX 507. WEST CHESTER PA. 19381. 3. ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION 6061 -T6. 6005 -T5 OR 6105 -T5 ALLOY & TEMPER WITH MINIMUM YIELD STRENGTH OF Fy =35.0 ksl. 4. ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 AISI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018 W/ 50 ksi YIELD STRENGTH AND 90 ksi ENSILE STRENGTH. 5. ALL ALUMINUM POP RIVETS TO BE 5052 ALUMINUM ALLOY WITH ALUMINUM MANDREL. 6. BOLTS TO BE ALUMINUM ASSOCIATION 2024 -T4 ALLOY & TEMPER. ASTM A -307 GALVANIZED STEEL OR A/SI 304 SERIES STAINLESS STEEL. WITH 35 ksi MINIMUM YIELD STRENGTH. 7. ANCHORS TO WALL SHALL BE AS FOLLOWS: (UNLESS OTHERWISE NOTED) (A) TO EXISTING POURED CONCRETE: - 1/4" 0 TAPCON, AND 1/4'0 MAXI -SET TAPCON, AS MANUFACTURED BY I.T.W. BU /LD£X. - 1/4` 0 CRETE FLEX 5S4 ANCHORS, AS MANUFACTURED BY ELCO TEXTRON. - 1/4" 0 x 7/8" CALK -/N ANCHOR AS MANUFACTURED BY POWERS FASTENERS, INC. NOTES: A.1) MINIMUM EMBEDMENT OF TAPCON ANCHORS AND CRETE FLEX SS4 ANCHORS INTO CONCRETE IS 1 3/4" A.2) 7/8" CALK -/N ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE POURED CONCRETE. NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4' 0 -20 SCREWS USED SHALL BE 1 '1/2" LONG MINIMUM SHOULD STUCCO EXIST. 43) IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS, OR PAVERS BE FOUND ON THE EXISTING WALL OR FLOOR, ANCHORS SHALL BE LONG ENOUGH TO. REACH HE MAIN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE SHALL BE AS INDICATED ON NOTES A.1 & A.2 ABOVE. (8) TO EXISTING CONCRETE BLOCK WALL: - 1/4" 0 TAPCON, AND 1/4'0 MAXI -SET TAPCON, AS MANUFACTURED BY I.T.W. BUILDEX. - 1/4" 0 CRETE FLEX SS4 ANCHORS, AS MANUFACTURED BY ELCO TEXTRON. - 1/4" 0 x 7/8" CALK -IN ANCHORS AS MANUFACTURED BY POWERS FASTENERS, INC. NOTES: B.1) MINIMUM EMBEDMENT OF TAPCON ANCHORS, AND CRETE FLEX SS4 ANCHORS INTO THE CONCRETE BLOCK UNIT SHALL BE 1 1/41 5.2) 7/8" CALK -IN ANCHORS SHALL BE ENTIRELY EMBEDDED INTO 77-15 CONCRETE BLOCK UNIL NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4" 0 -20 SCREWS USED SHALL BE 1 1/2" LONG MINIMUM SHOULD STUCCO EXIST AND 1" MINIMUM FOR WALLS WITH NO STUCCO. 8.3) IN CASE THAT PRECAST STONE OR PRECAST CONCRETE PANELS BE FOUND ON THE EXISTING WALL, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE SHALL BE 1 1/4' MINIMUM FOR .ANCHORS MENTIONED IN B.1.), & 7/8" FOR ANCHORS MENTIONED IN 8.2.). (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. 8. lT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE. THIS SHUTTER SHALL ONLY BE ATTACHED TO CONCRETE, BLOCK OR WOOD FRAME BUILDINGS. 9. THE INSTALLATION CONTRACTOR 15 TO SEAL /CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WIND /RAIN INTRUSION. CAULK AND SEAL SHUTTER TRACKS ALL AROUND FULL LENGTH. 10. PERFORMACE SYSTEM / ACCORDION SHUTTER INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIEO TO. 11. (o) THIS P.E.D. PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT, i.e. WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.D. (b) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT BASED ON THIS P.E.O. PROVIDED HE /SHE DOES NOT DEVIATE FROM H£ CONDITIONS DETAILED ON THIS DOCUMENT CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. (c) THIS P.E.D. WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. (d) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD (5.0.12.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P, E. D. ENGINEER OF RECORD, ACTING AS A DELEGATED ENGINEER TO THE P.E.O. ENGINEER, SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. (e) HIS P.E.Q. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT 12. SHUTTERS COMPONENTS ARE PATENT PENDING. 1J. SHUTTER'S MANUFACTURERS LABEL SHALL BE PLACED ON THE EXPOSED SURFACE 0/4 THE CENTERMATE OR ONE LABEL SHALL BE PLACED FOR EVERY OPENING. LABEL SHALL READ AS FOLLOWS: ROLL /NGSHIELQ INC. MIAMI, FL. FLORIDA PRODUCT APPROVAL NUMBER. • •••• • •••• •• • •••• • • •••• • • • • • • WOOD HEADER REQUIRED SEE SCHEDULE 41 Min. SEPARATION • 1/4' 0 x J" LONG G SCREWS 0 6' 0. C. W/ 1 1/2' Min. PENETRATION 70 EXISTING W000 HEADER ALTERNATIVE 1 � / 14 x 3/4' S. S. S. M. S. 0 6' 0. C. r b x d r `OPTIONAL BUSHING (TOP /BOTTOM) WOOD STUD 0 1 x 4' x 1 8" (Min.) 6063 -T5 Alum. 24 0. C. MAX. TUBE (Cont. ) W/ (2) 1/4 0 x 5 1.A0 REQUIRED. SCREWS W/ 2' Min. PENETRATION EXISTING STUD. ALTERNATIVE 2 0 • • •rol.1M1d :1mu for E Q x io • 1 1 • WOOD H EADIER • •••• • REQUIRE" • •• • • $£E SCHE ntlie 1 4 " FOR Min. SEPA RATION ALTERNATIVE 5 1/4" 0 x 3" LONG LAG SCREWS 0 6" 0. C. W/ 1 1/2" Min. PENETRATION TO EXISTING WOOD HEADER 1/4" 0 -20 S. S. BOLTS W/ NUT & WASHER 0 9" 0.C. EC Min. / 14 x J" S. S. S. M. S. W/ 7/16" 0 x 7/8" LONG NYLON BUSHING piq (Typ. TOP & BOTTOM) / 14x2 "S. S. S. M. S. (Ty,. TOP & BOTTOM) or • SCALE: 1/4"- WOOD STUD 0 24 0. C. MAX. REQUIRED. WOOD STUD 0 24 0. C. MAX. REQUIRED. WOOD HEADER REQUIRED SEE SCHEDULE r - FOR Min. SEPARATION SEE SCHEDULE 1/4' 0 x J" LONG _ LAG SCREWS 0 6' 0. C. W/ 1 1/2' Min. PENETRATION TO EXISTING W000 HEADER AL TERNA TI VE 3 (1) r1 ALTERNATIVE 4 FOR Min. SEPARATION / 14 x.3'S. S. S. M. S. W/ 7/76' 0 x 7/8' LONG NYLON BUSHING ALTERNATIVE 6 WALL MOUNTING INSTALLATION (OFFSET) SECTIONS A LJ 14 x 3/4" S. S. M, /14 x 3/4" S.S. S.M.S. 06'0. C. 1' Min. INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS 1/4' 0 -20 S. S. BOLTS W/ NUT & WASHER 0 9' 0. C, OR /14x3/4 "S S. S. M. S. 0 9" 0. C. / 14 x J" S. 5. S. M. S. W/ 7/16' 0 x 7/8" LONG NYLON BUSHING ? 4 (Typ. TOP & BOTTOM) v r, co 11 hz ^ / 14 x 2 S. S. S. M. S. (Typ. TOP & BOTTOM) -© or I � \ OPTIONAL BUSHING N 1 (TOP /BOTTOM) 1/4" 0 -20 S. S. BOLTS W/ NUT & WASHER 0 9' 0. 0, OR /14 x 3/4" S. S, S M. S. 0 9" 0. C. 1" x 4" x 1 8" (Min.) 6063 -T5 Alum. TUBE (Cont. W/ (2) 1/4" 0 x 5' LAG SCREWS 0 EACH STUD (MIDWIDTH OF STUD) AND W/ 2' Min. PENETRATION INTO EXISTING STUD. -GQ or / / 14 x2'S. S. S, M. S r, OPTIONAL d �BUSHINC /14 x 5/4" S.S. S.M.S. O 12' 0. C. " Min. 1/4" 0 -20 S. S. BOLTS W/ NUT & WASHER 0 9" 0. C. OR /14 x J/4 S. S. S. M. S. 0 9' 0. C. 2 1" x 4" x 1/8" (Min.) 6063 -T5 Alum. TUBE (Cont. ) W/ (2) 1/4" 0 x 5" L46 SCREWS 0 EACH STUD ( MIDWIDTH OF STUD) AND W/ 2" Min. PENETRATION INTO EXISTING STUD. E� 1 4 x5 / 4" S S. S M. S. 0 6' O. C. fi SEE SCHEDULE I-- FOR Min. SEPARATION EQ- -EQ ALTERNATIVE 1 1/4'0x1 1/2" LAG SCREWS 0 6' D. C. ALTERNATIVE 2 WOOD TRUSSES OR RAFTER 0 24' 0. C. REQUIRED 1' x 4' x 1/8' Min.) 6063 -T5 Alum. TUBE W/ (2) 5/16" 0x4' LONG LAG SCREWS TO EACH RAFTER OR TRUSS LOCATE SCREWS AT MIDWIDTH OF EXISTING WOOD MEMBER, 1" Min. NOMINAL WIDTH) W/ 2' Min. PENETRATION. / 14 x 3" S S. S. M. S. W/ 7/16" 0 x 7/8" LONG NYLON BUSHING (Typ. TOP & BOTTOM) / 14x2'S. S. S M. S. (Typ. TOP & BOTTOM) -Q or SEE SCHEDULE FOR U. - SEPARATION + 1/4 "0x1 1/2' LAG SCREWS O 6" 0. C. OPTIONAL BUSHING (TOP /BOTTOM) /14 x 3/4" S. S. S. M. S. 0 12 "0. C. 2' x 6" WOOD DECK REQUIRED (NO FINISH ALLOWED) WALL MOUNTING INSTALLATION (OFFSET) SECTIONS B SCALE: l/4 " - " NOTF • WALL/FLOOR /CEILING MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. IL )TES : 1. INSTALLATIONS ARE ONLY VALID FOR INSTALLATIONS WITH DESIGN WIND LOADS LESS THAN OR EQUAL TO 75 p.s.(. AND 9' -0" Max. SHUTTER. SPAN. 2. FOR NEW WOOD FRAME CONSTRUCTION: W000 MEMBERS TO BE SOUTHERN PINE No. 2, W/ SPECIFIC DENSITY OF 0.55 OR EQUAL. I LETE C TIWT TESTING & ENGINEERING COMPANY 6355 N.W. J6Yh. St, Ste. 301 VIRGINIA GARDD.1S Fl. 3.1186 Phone : (305077 -1530 . Fax : (305)671 -15Jf E8- 0006719 WALTER A. TILL? Jr. P. E. FLORIDA Ile. / 44167 AEI. Na 1 2 SEE SCHEDULE r FOR Min. SEPARATION HPAIA / PERFORMANCE SYSTEM ROLUNGSHIELD, INC. 2500 N.W. 74th AVE. MIAM /, FL 33122 PHONE: (305)436 -6661, FAX: (305)436 -5523 ocscRtrnON OLD at-OS ALTERNATIVE 3 DA TE REY. No 7 /1(/0.9 J -© o • Q • 0 1 ACCORDION SHUTTER oacmrmN 41 OPTIONAL BUSHING 2" x 6' WOOD DECK REQUIRED (NO FINISH ALLOWED) L147( F. B.C.(N.H.V.H.Z.) AS SHOWN SCALE 7/14/05 DATE 05 -167 DRAWING No SHEET 6 OF 6