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550 NE 102 St (5)1/4" 0 LAC SCREWS 06" 0. C. W/ 1 1/2' Min. THREADED PENETRATION • po■-.za I , TO EXISTING W000 HEADER / 14 x 3'S. S. � i NYLON BUSHING /� p. �:. TOP & BOTTOM) 0 ' II' _' II PIq / 14 x 2' S S. i t S M. S. (Typ. 0 : ' 11L— ' TOP & BOTTOM) >. WOOD HEADER • REQUIRED i SEE SCHEDULE 4 —FOR Min. SEPARATION TO CLASS ALTERNATIVE 1 4 4.5:. / iii . rq PE ::.plggeddb q :IV c 2"x 4" WOOD PLATE REQUIRED. WOOD HEADER REQUIRED SEE SCHEDULE --FOR Min. SEPARATION TO GLASS • 1/4" LAG SCREWS 0 6" 0.C. W/ 1 1/2' Min. THREADED PENETRATION TO EXISTING W000 PLATE. W000 STUD 0 24 0. C. MAX. REQUIRED. ALTERNATIVE 2 1/4' 0 LAG SCREWS 0 " 0. C. W/ 1 1/2' Min. THREADED PENETRATION TO EXISTING WOOD HEADER. PI 1/4" 0 -20 S. S. BOLTS W/ NUT & WASHER O 9' O.C. 0 r I /14 x 2' S S. S. M. S. (Typ. TOP & BOTTOM) - 0 or ® ' Min. .t hid OPTIONAL BUSHING (TOP/BOTTOM) / 14 x 3' S. S. S. M. S. W/ 7/16' 0 x 7/8" LONG NYLON BUSHING (Typ. TOP & BOTTOM) • • •• • • • • • • • • • • • • • • • ••• •• • • • •• • 1// • $ LAG SCREWS a.aO 6i 0. 0 W/ 1 1/2' • •Min.•THREADED PENETRATION :TO OUSTING WOOD HEADER. • ••• • 1.7i'1ila 1I_ L 0F716— . . • • • • •• • • • • •p• • • • • • 5 £01111 • SEE SCHEDULE I Min. SEPARATION TO GLASS 1 Min. ALTERNATIVE 3 2'x 4 WOOD PLATE REQUIRED. / 14x3'S. S. S. M. S. W/ 7/16' 0 x 7/8" LONG NYLON BUSHING SEE SCHEDULE FOR Min. SEPARATION_ ro GLASS 2"x 4" W000 PLATE REQUIRED. ALTERNATIVE 4 ALTERNATIVE 5 WALL MOUNTING INSTALLATION (OFFSET) SECTIONS A SCALE 1/4'=1' INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS or 1 OPTIONAL hid eusrlrNc ALTERNATIVE 6 1/4' 0 -20 S. S. BOLTS W/ NUT . d• WASHER 0 9' 0. C. OR /14 x 3/4' S. M. S. 0 9' 0. C. /74x3 "5.S w/ 7/16' 0 x 7/8' LONG NYLON BUSHING P29 (Typ. TOP & BOTTOM) / 14 x 2" S. S. S. M. S. (Typ. TOP Jr BOTTOM) OPTIONAL BUSHING ' '(TOP/BOrTOM) l• Min. 1/4" 0 -20 S. S. BOLTS W/ NUT & WASHER 0 9' 0. C. OR /14 x 3/4' S. M. S. 0 9" 0. C. 1/4' LAG SCREWS 0 6' 0.C. W/ 7 1/2' Min. THREADED PENETRATION TO EXISTING WOOD PLATE. / 14 x2 "S S. S M. S. /14 x 3/4" S.S. 5.14.5. O 12' 0. C I i 1" Min. 1/4' 0 -20 S. S. BOLTS W/ NUT & WASHER 0 9' 0. C. OR /14 x 3/4' S. M.S.09 "0. C. 1 /4' LAG SCREWS 0 6' O.C. W/ I 1/2" Min. THREADED PENETRATION TO EXISTING WOOD PLATE 14 x 3/4' S. M. c. 0 6' 0. C. SEE SCHEDULE 1. FOR Min. SEPARATION r TO GLASS - Y'SEE SCHEDULE L FOR Min. ' SEPARATION TO GLASS 1/4" 0 x 1 1/2' LAG SCREWS 0 4" 0. C. W/1 1/2' Min. THREAD PENETRATION TV EXISTING WOOD DECK. JUL 0 6 2005 t11 u ALTERNATIVE 1 ALTERNATIVE 2 WOOD TRUSSES OR RAFTER 0 24' 0. C. REQUIRED / 14x3" S. S. S. M. S. W/ 7/16' 0 x 7/8" LONG NYLON BUSHING (T TOP & BOTTOM) / 14x2 "S. S. S. M. S. (Typ. TOP & BOTTOM) or i t' x 4' x 7 /8" (Min.) 6063-T6 Alum. BE W/ (3) 5/16' 0 LONG LAG SCR TO EACH RAFTER OR TRUSS. LOCATE SCREWS' AT MIDWIDTH OF EXISTING WOOD MEMBER. (2" Min. NOMINAL WIDTH) W/ 2 1/2' Min. THREADED PENETRATION. 1/4" 0 x 1 1/2" LAG SCREWS 0 4' 0. C. W/1 1/2" Min. THREADE PENETRATION TO EXISTING WOOD DECK. OPTIONAL USHING (TOP /BOTTOM) /14 x 3/4" S. M. S. 0 12' 0. C. 2' x 6' WOOD DECK REQUIRED (NO FINISH ALLOWED) WALL MOUNTING INSTALLATION (OFFSET) SECTIONS B SCALE: 1 /4 "-I• WALL/FLOOR/CEILING MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. lf[2TE5 : 1. INSTALLATIONS ARE ONLY VALID FOR INSTALLATIONS WITH DESIGN WIND LOADS LESS THAN OR EQUAL TO 75 p.a.1.. AND 9' -0' Mox. SHUTTER SPAN. 2. FOR NEW WOOD FRAME CONSTRUCT70Mk WOOD MEMBERS TO BE SOUTHERN PINE No. 2, W/ SPECIFIC DENSITY OF 0.55 OR EQLW.. / T7LLJT TESTING & ENGINEERING COMPANY 8335 M.W. JQU. St, St .05. mom CAR000, HI 5175E Phone : 005)871- 15.10. Fax : (505)877 -1521 EB- 0006719 WALTER A T7LUT Jr. P. E. FLORIDA Lk. / 44167 1W. No 2 aaarr7ex OW 02-487 ALTERNATIVE 3 Ant No .1 PRODUCT RE.NEWED as anetplying with the &' b5 3 Sinn Code Acceptance No 06 - 0 2'. 03 Eagirstioa Date 0 2 Zo 1/ By Mani D - .et Control Division F.B.0 (High Velocity Hurricane Zone) HPMA / PERFORMANCE SYSTEM 1 ACCORDION SHUTTER 41L&L4sACCORDION 940 WEST 84th STREET HIALEAH, ft 33014 PH: (305)818 -9984, FAX: (305)818 -9987 D20/nOx as as E/1/U3 OPTIONAL BUSHING 2'x 6 WOOD DECK REQUIRED (NO FINISH ALLOWED) DRWN BY: M.C.V. . 6/1/05 DATE 05 -121 DRAWING No SHEET 6 OF 6 MAXIMUM DESIGN LOAD "W" (p.s.f.) MAXIMUM SHUTTER SPAN FOR SECTIONS "L" (ft.) MINIMUM SEPARATION TO GLASS (in.) ALL SECTIONS , (EJ! Bt. 132 de C t A • .. 40 14' - 1" 12' -5" 3" 3" 45 13' -8" 11' -8" 3" 3" 50 13' -0" 11 -1" 3" 3" 55 12' -5" 10' -7" 2 3/4" 2 1/2" 60 11' -10" 10' -1" 2 3/4" 2 1/2" 65 11' -5" 9' -9" 2 3/4" 2 1/2" 70 11' -0" 9' -4" 2 3/4" 2 1/2" 75 10' -7" 9' -1 " 2 3 2 1/2" 80 10' -3" 8' -9" 2 3/4" 2 1/2" 85 10' -0" 8' -6" 2 3/4" 2 1/2" 90 9' -8" 8' -3" 2 3/4" 2 1/2" 95 9' -5" 8' -O" 2 3/4" 2 1/2" 100 9' -2" 7' -8" 2 3/4" 2 1/2" 105 9=0" 7' -4" 2 3/4" 2" 110 8' -9" 7' -O" 2 3/4" 2" 115 8' -7" 6' -8" 2 3/4" 2" 120 8' -5" 6' -5" 2 3/4" 2" 125 8' -3" 6' -2" 2 3/4" 2" 130 8' -1" 5' -11" 2 3/4" 2" 135 7' -10" 5' -B" 2 1/4" 2" 140 7' -6" 5' -6" 2 1/4" 2" 145 7' -3" 5' -4" 2 1/4" 2" 150 7.' -O" 5'-1"' 2 1/4" 2' 155 6' -10" 4' -11" 2 1/4" 2" 160 8' -7" 4' -10" 2 1/4" 2" 165 6' -5" 4' -8" 2 1/4" 2" 170 6' -2" 4' -6" 2 1/4" 2" 175 6' -O" 4' -5" 2 1/4" 2" 180 5' -10" 4' -3" 2 1/4" 2" 185 5' -8" 4' -2" 2 1/4" 2" 190 5' -7" 4' -1" 2 1/4" 2" 195 5' -5" 3' -11" 2 1/4" 2" 200 5' -3" 3' -10" 2 1/4" 2" 205 5' -2" 3' -9" 2 1/4" 2" 210 5' -O" 3' -8" 2 1/4" 2" 215 4' -11" 3' -7" 2 1/4" 2" 220 4' -9" 3' -6" 2 1/4" 2" 225 4' -8" 3' -5" 2 1/4" 2" 230 4' -7" 3' -4" 2 1/4" 2" 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 - g g 5.5 4.5 9 9 9 9 9 6.5 FROM >90.0 TO 120.0 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 3.5 g 9 - 6.5 4.5 - FROM > 170.0 TO 230.0 7 7 - - - - 7 7 - 3 3 - 9 9 - 4.5 4.5 - • • • • • • MAXIMUM • • �E6IGN LOAD • : 1' (p s, f.) • • • • ••• ••• • MALL 1.40 441 NG INSTALLATION AT TOP OR BOTTOM • • • (TO CIP�GR • WALL MOUNTING INSTALLATION AT TOP OR BOTTOM (TO MASONRY) : :H SAN SHUTTER SPAN 5 OR LESS _O TO 8' -6" .,0 5' -0" OR LESS 5' -0" TO 8' -6 ", 8' -6" TO MAX. ALLOWED •• • • • • • • • • • ••• • • • • • Fri •09 ••9 • • • •• • 9 9 8 4.5 • • •• � • • • • 9 9 • 9 9 6.5 60.0 .60.0 9• ' •••9•• 9 9 9 9 9 9 9 9 9 9 4 3 FROM >60.0 TO 75.0 9 9 g g 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 - - - - 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 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 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 - 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) SHUII R SPAN 5 '-O. OR LES 5'-o' TO 8' -6" TO MAX. WED .75 9 9 8.5 FROM 9 9 9 40.0 TO 60.0 9 9 9 ROM 9 ( 8 9 9 8 60.0 TO 75.0 9 9 9 9 8 7 FROM >75.0 TO 90.0 9 8.5 Z5 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" c.8 \ 2 1/2" .75 2" .50 ANCHORS TYPE ANCHOR MIN. SPACING IT -S 0-k--------- \ v1AXl -S -SET TAPCON 3.0" .c-- CALK-IN 2.5" 3000 psi. (MIN.) CONCRETE CRETE - FLEX SS4 3.0" 3350 psi. (MIN.) CONCRETE MAXIMUM DESIGN PRESSURE RATING MA►XIbIUM.DIASN PRISSUELE -RA 1NG "W" (w.f.) AND coRRESP(INNt AfXI11IU34 Paz SPACING (Ina SCHEDULE. + f' "W" (p.s.f.) AND CORR�""'1NDING • • ( VAUD �pR•SEC110N/ ON SHEET 2). MAXIMUM SP 4- "L" SC HEDULE, (VAUD FOR SECTIONS(A, B B2, C & c1 ON SHEET 2 Sc 3). NOTE: DESIGN PRESSURE RATING CORRESPONDS ONLY TO NEGATIVE PRESSURE (SUCTION) LOADS, IN ACCORDANCE WITH ASCE 7 - CRITERIA FOR A GIVEN OPENING. IF NEGATIVE PRESSURE VALUES COMPLY WITH THE REQUIRED PRESSURE FOR THE OPENING, THE POSITIVE PRESSURE WILL AUTOMATICALLY QUAUFY AND NEED NOT TO BE CHECKED. • FOR SHUTTERS INSTALLED WITHIN THE FIRST 30' -0" ELEVATION OF BUILDING MEASURED AT BOTTOM OF SHUTTER. '• 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 SECTIONS C 1 ON SHEET 3). MAXIMUM DESIGN PRESSURE RATING "W" (r.s.f.) AND CORRESPOND( jt SPACING (In.) SCHEDULE. + (VALID FOR SECTIONS 8,81, B2 ON SHEET 2). JUL 0 6 2005 / ThiNC. T1LUT TESTING & ENGINEERING COMPANY 6.J55 MW. JIM. SL SAL .OS. NANMM WOOS. .1.11611 Phone : (.100571 -1310. fax 7 (.705)871 -1 EB- 0006719 WALTER A. TAJJT Jr. P. E FLORIDA Lk. / 44167 MAXIMUM DESIGN PRESSURE _BATING "W' (pal.) ANQ QORRESPONDING MAXIMUM ANCHOR SPACING (In.) SCHEDULE. + ANCHORS LEGEND en 1 2 (VAUD FOR SECTION C ON SHEET 3). By PvT ami Dade Division F.B.C. (High Velocity Hurricane Zone) HPMA / PERFORMANCE SYSTEM 1 ACCORDION SHUTTER c4uLuS ACCORDION SIRITIER4 i . 940 WEST 84th STREET 014 PH: (305)81 9 FAX: -9987 O SCirDeN M8 . A[I K 6LSrb'om OLD 02-487 8/7/03 .1 4 TAPCON OR MAXI -SET TAPCONS CALK -IN CRETE -FLEX SS4 PRODUCT RE "?'I es EOrtpiyir01; 816 Raiding C01~ s ' Ac.eptancz No 0 6 -o Eapirati &n D. '6 i:.t Coutr .4 2.03 Zo DRWN BY: M.c. v. 6/1/05 DATE 05 -121 DRAWING No SHEET 5 OF 6 CONCRETE ANCHORS 0 18" 0. C. POURED CONCRETE REOU /RED (OPTIONAL NOTE : SECTIONS SHOWN CAN BE COMBINED TO SUIT ANY INSTALLATION. ifi 0 4 O • .•• • • - • • •• o: • • • • • • 6e • • a • • • • • = O • • • •. • •....• (OPTIONAL) or 2. SECTION SCALE : 3/8" = 1" or (SEE NOTES) 3/6'• /TOLE FOR LOCKING PIN AT STACKING POS(T1oN (LOCATION VARIES) • • • • • • ••• • • • • • • ••• •. •• • • • • • •. • • • • • • • • • • • • • • • • • • • • • • • • • • •.• • • • • ••• •• • •• • • • • • • • • • s s • • • • • • •• • • SECTION 0 SCALE : 3/8" = 1 ' � •• • O © G 1 0 0 MWMNISI _ MEM! y w 1 r r -1"" or01 (SEE NOTES) SECTION D 1 (& MULTIPLE SHUTTERS) SCALE : J /8" = 1" O (0PTI0 /14 x 3/4" S. S. S. M. S. OR 3/16" Alum. POP RIVETS 0 9 " 0. C. (TYP -) 2 "x 2 "x.125" ALUMINUM TUBE (0P 170NAL) 2 "x 2'x.125" ALUMINUM TUBE or (SEE NOTES) /14 x 3/4" S. S. S. M. S. OR 3/16" 0 Alum. POP RIVETS 0 9' 0. C. (Typ.) 1 ' x 1 ' x .062' Cont. Alum. ANGLE (OPTIONAL) SECTION El SCALE : J /8' - 1 1 " x 1 "x.062" Cont. Alum. ANGLE (OPTIONAL) or (SEE NOTES) OR 0 o ©OYt r EQ0R®GR 2 " x 2'x.125" ALUMINUM TUBE SECTION E2 SCALE : 3/8' (OPTIONAL) (SEE NOTES) ONE SIDED SECTION : END CONNECTION DETAIL SCALE : 3/8" = 1 ' 1' 1 "x.062" Cont. Alum. ANGLE /14 x 3/4" S. S S. M. S. OR 3/16' 0 Num. POP RIVETS 0 9' 0. C. (Typ.) 1' x 1'x.062" Cont. Alum. ANGLE JUL 0 6 2005 (OPTIONAL) or(J (SEE NOTES) (4) 3/16" 0 Alum. POP RIVETS OR / 14 x 3/4" S. M. S. (Typ.) CONCRETE ANCHORS EA. ANGLE J/$'0 HOLE FUR LOCIONG PIN AT STACKING POSAXIN (LOCATION VARIES) CONCRETE ANCHORS 0 18' O. C. POURED CONCRETE REQUIRED 2 " x2 " OR3 "3'x.090" Alum. TUBE POST (6063 -T6 ALLOY) 2 "x2 "x.725'x TUBES' SIZE Alum. ANGLE (2 REQUIRED) ISOMETRIC (CORNER POST) (Typ. AT TOP & BOTTOM SLABS) POURED CONCRETE REQU /RED CONCRETE ANCHORS 0 18" 0. C. /14 x 3/4' S. M. S. 01? 3/16 0 ALUM. POP RIVET 0 9" 0. C. 1 "xl "OR l`x2 "OR 1 1 /2 "x 1 1/2" OR 1 1/2" x 2" OR 2" x2'OR2 "x3'OR2 "x 4' OR 2' x 5" x .055' M /n. THICK Alum. ANGLE EDGE OF SLAB / 1 it NC, \ 77LLIT TESTING & ENGINEERING COMPANY 6.115 N. W. MIA. SG, Ste. J05 NACeuM GAMMA Ft. .1.3466 Phase : 1105)871 -,5X . For : (.305)071 - 1131 EB- 0008719 WALTER A. T7LUT Jr. P. E. HPMA /.PERFORMANCE SYSTEM 1 ACCORDION SHUTTER C41114 13' ACCOIRIXII SM!/11DPS, INC 940 WEST 84th STREET H44LE H, FL 33014 PH: (305)818 -9984. FAX: (305)818 -9987 DRWN BY. M.C.V. 6/1/05 DATE 05 -121 DRAWING No MV. 0. DettIVRON Mfr 1 MY. 16 1 1 07n 02-447 1 5/1/05 1 .t lICICis110• DAN NOTES FOR LOCKING OF e& l� 1 -PUSH BOTTOM LOCK J MAY BE USED FOR INSTALLATIONS SECURED FROM TH OUTSIDE OR INSIDE OF SHUTTER. WHEN INSTALLINGOJ FROM TN OUTSIDE, A 7/8'0 HOLE SHALL BE DRILLED AT off ANO�J MUST BE RIVETED FROM THE BACK OF7H TO THE FRONT W/ (2)3/16'0 ALUM. POP RIVETS. A 3L8 0 HOLE MUST THEN BE DRILLED AT © TO ALLOW FOR J P/ TO PASS THRU. WHEN /NST ING ))FROM THE INSIDE, 0 MUST BE RIVETED TO Ql W/(2)3/16 0 ALUM. PO R A 3/8 "0 HOLE MU ST THEN BE DRILLED 1HRU(H)AND fi TO ALLOW FOR G: ., PIN TO PASS' 17-1RU. 2-5/16"x1" LOCK MAY BE USED ALTERNAT/VELLY TO J LOCK FOR /NSTALLA77 S SECURED FROM THE OUTSIDE OR NSIDE OF SHUTTER. I THIS Cf4�SE A 5/16'0 HOLE ALL BE DRILLED THRU (H)AND ((I1} HOLE DRILLED TO Q SHALL BE TAPPED TO AC PT 18 HREADS PER INCH M CHINE SCREW. 1"x1" OR 1'112" OR 1 1/2 "x 1 1/2" OR 1 1/2" x 2" OR 2" x2 "OR2 "x 3 "OR2 "x 4' OR 2" x 5" x .055" Min. THICK Alum. ANGLE /14 x 3/4" S. M. S. OR 3/16 0 ALUM. POP RIVET 0 9' 0. C. ALTERNATE CLOSURE DETAIL W / SCALE : 3/8" = 1" CONCRETE ANCHORS 09'0. C. POURED CONCRETE REQUIRED PRODUCT RENE11 85 Sil' nia:1g 10 c;a I3Diding ccw3 Rcaegs7:a7e1Rfo 6 — 04- /2.03 Ex ' ' 11011 Da? . ® 2„o 1, 1 78L61I D r.: � f e C$1 G1i1TQ1 Dlvisia. F.B.C. (High Velocity Hurricane Zone) WALL HEADER (& INVERTED SCALE : 3/8" - 1» - -1 .591 "--• .5 D) FLOOR SILL SCALE : 3/6" - 1' .792 1•- •1.109' .068' 2.4 © MALE /FEMALE BLA .125' ()ALUMINUM ANGLE 250 SCALE 3/8' - 1' 5' Mox. AS APPLICABLE SCALE 3/8" - 1" SCALE 3/8' ■ 1' 7.000' Mox. AS APPLICABLE Q ALUMINUM ANGLE 2.362' 2.066" 1.191' THRESHOLD TRACK SCALE : 3/8' - 1' (2)HOLES FOR 3/18 '0 ALUM. POP RIVETS © CEILING HEADER SCALE : 3/6' - 1» { 075' .505" C .875" MALE /MALE BLADE SCALE JIB" 1 • • • • • • • •• •• • • - • • • • • • • • • • ••• • • • • • • • ••• • • I I (mow • • • • • • • • . 4 • • • :7921 1.400 2.47 •• • • -.080" CKEL PLATED PU H BUTTON LOCK • • • •• •• •• - • • • • • • • • • • • • ••• 075' h • • • • • • • • • -.080" • •• ••• • • • • • • • • • • • • • • ••• •• 1 2.0 45' --• 1.674' ADJUSTABLE SILL ADAPTOR SCALE : 3/8' 1' 0.51 4. h • •h • •.. 0 .313'0-- .591' 430'0 § ▪ r.590? . .125' .080' 5/16 18 S.S.M.S. 16 "0x1 " S.S.M.S. LAST(C KNOB LOCK 4. " 3.093" PLASTIC KNOB �- .062" • • WALL SILL SCALE : 3/8' - 1" SCALE: 3/8' - 1' 6 "Mei /10x1/2' S. S. KING Pl OPTIONAL) 3/6' 1' COMPONENTS 2.394' 1.922" .472' )F 90' STARTER (1 180' MALE STARTER SCALE: 3/6' - 1' 3.431 DE QI MALE CENTERMATE SCALE 3/8" 1' 3/8' - 1 .515" .510" .718" NTER/OR HANDLE (OPTIONAL) 1. ACCORDION SHUTTER SHOWN ON 7HIS PRODUCT APPROVAL DOCUMENT HAS BEEN VER/f7ED FOR CODE COMPLIANCE IN ACCORDANCE 1W7H THE 2004 EDITION OF THE FLORIDA BUILDING CODE DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1620 OF THE ABOVE MENTIONED CODE IN ORDER 70 VERIFY THAT ANCHORS ON THIS PAD., AS 77S7ED. WERE NOT OVER STRESSED, A 33S INCREASE IN ALLOWABLE LOADS Fl3R 141N0 LOADS WAS el.QE USED IN THEIR ANALYSIS. HOWEVER, FOR LAG SCREWS INTO WOOD, A 1.60 WIND LOAD DURA7AON FACTOR WAS USED ro CALCULATE SCREWS SPACINGS. ACCORDION SHUTTER'S ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WRH SECTION 7609.1.4 OF THE ABOVE MENTIONED CODE PER TAS -201, TAS -202, AND TAS -203 AS PER C7L REPORT N• 00 -060. 2. STAINLESS STEEL SHEET METAL SCREWS USED AT LOUVER PIN SHALL BE / 14 x 3 : 410 -HT MINIMUM SERIES W/ 133.0 ksi YIELD STRENGTH & 180 k3/ TENSILE STRENGTH. SCREWS SHALL BE COATED WITH XYLAN 5000 SERIES FLUOROPOLYMER COATINGS AS MANUFACTURED BY WHI7FORD Co. BOX 507. .WEST CHESTER PA. 19381. 3. ALL ALUMINUM EXTRUSIONS SHALL BE 6061 -T8. 6005 -T5 OR 6105 -T5 ALLOY WITH MINIMUM YIELD STRENGTH OF Fy ■350 ksi. 4. ALL SCREWS TO BE STAINLESS STEEL .304 OR 316 SERIES W/ 50 ksi YIELD STRENGTH AND 90 ksl TENSILE STRENGTH OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018. 5. ALL ALUMINUM POP RIVETS TO BE 5052 ALUMINUM ALLOY WITH ALUMINUM MANDREL. 6. BOLTS TO BE 2024 -T4 ALUMINUM ALLOY GALVANIZED OR STAINLESS STEEL WITH 35 ksi MINIMUM MINIMUM YIELD STRENGTH. 7. ANCHORS TO WALL SHALL BE AS FOLLOWS: (UNLESS OTH RAISE NOTED) (A) TO EXISTING POURED CONCRETE - 7/4" • TAPCON AND 1/411 MAXI-SET TAPCON, AS MANUFACTURED BY I.T.W. BU/LDEX. - 1/4" • CRETE FLEX SS4 ANCHORS, AS MANUFACTURED BY ELCO TEXTRON. - 1/4" • x 7/8" CALK -IN ANCHORS 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 -IN 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. A.3) IN CASE rHAT PRECAST STONE, PRECAST CONCRETE PANELS, OR PAVERS BE FOUND ON THE EXISTING WALL FLOOR, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEN /ND SUCH PANELS. ANCHORAGE SHALL 8E AS INDICATED ON NOTES A 1 & A.2 ABOVE. TO EXISTING CONCRETE BLOCK WALL: - 1/4' • TAPCON AND 1/411 MAXI -SET TAPCON, AS MANUFACTURED BY LT. W. BUILDEX. - 1/4" • CRETE FLEX SS4 ANCHORS, AS MANUFACTURED BY ELCO TEXTRON. - 1/4" • x 7/8" CALK -IN ANCHORS AS MANUFACTURED BY POWERS FASTENERS, INC. NOTES: 8. 1) MINIMUM EMBEDMENT OF TAPCON ANCHORS, AND CRETE FLEX SS4 ANCHORS INTO THE CONCRETE BLOCK UNIT SHALL BE 1 1/4 ". B.2) 7/8 CALK -IN ANCHORS SHALL BE ENTIREL EMBEDDED INTO THE CONCRETE BLOCK UNIT. NO EMBEDMENT INTO STUCCO SHOAL BE PERMITTED. 1/4' 0 -20 SCREWS USED SHALL BE 1 1/2' LONG MINIMUM SHOULD STUCCO EXIST AND I MINIMUM FOR WALLS WITH NO STUCCO. B.3) IN CASE THAT PRECAST STONE OR PRECAST CONCRETE PANELS BE FOUND ON THE DUSTING WALL, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE SHALL BE 1 1/4 MIN /MUM FOR ANCHORS MENRONED IN B.1.), & 7/8" FOR ANCHORS MENTIONED IN B.2.). (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHORS MANUFACTURER. 8. SHUTTER'S COMPONENTS ARE PATENT PENDING. 9. IT 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 10 CONCRETE BLOCK OR WOOD FRAME BUILDINGS. (B) 10. A PERMANENT SHUTTER MANUFACTURERS LABEL SHALL BE PLACED 01V THE EXPOSED CENTERMATE BLADE (COMPONENT 0 ) ONE LABEL SHALL BE PLACED FOR EVERY OPENING. LABEL SHALL READ AS FOLLOWS: 'PERFORMANCE SYSTEM 1 ACCORDION SHUTTER' CALLEJA'S ACCORDION SHUT /LNJ. INC. HIALEAH, FLORIDA MAW -DADE COUNTY PRODUCT CONTROL APPROVED. 11. (o) THIS PRODUCT APPROVAL DOCUMENT (P.A.D.) PREPARED BY 7115 ENGINEER E IS GENERIC AND DOES NOT PROVIDE INFORMATION FUR A SITE SPECIFIC PROJECT; i.e. WHERE THE SITE CONDITIONS DEVIATE FROM THE P.A.D. (b) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT BASED ON TH/S PRODUCT APPROVAL PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON MIS DOCUMENT. CONSTRUCTION SAFETY AT SITE 15 THE CONTRACTORS RESPONSIBILITY. (c) THIS PRODUCT APPROVAL DOCUMENT WILL BE CONSIDERED INVALID IF MODIFIED. (d) SITE SPEC/F1C PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD (EO.R.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.A.D. ENGINEER OF RECORD, ACING AS DELEGATED ENGINEER TO THE P.AO. ENGINEER, SHALL SUBMIT TO 77115 LATTER THE SITE SPECIFIC DRAWINGS FOR RENEW. (e) THIS P.A.D. SHALL BEAR THE DATE AND ORIGINAL. SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER THAT PREPARED R / mi .\ T1WT TESTING & ENGINEERING COMPANY 6353 N.W. .JefA. SL 51Y. JOIE. MGM WARDENS, FL 33166 Phone : (305 )8 - 1530 . fax : (005)871 -15.71 EB- 0006719 WALTER A ALIT Jr. P. E FLORIDA Lie. 44167 WV. No F.B.C. (High Velocity Hurricane Zone) . : • HPMA /. SYSTEM 1 ACCORD /ON SHUTTER a4LLE.4 ACCORDION SHUTIDT4 /N 940 WEST 84th STREET HIALEAH. Fi. .33014 PH: (305)818 -9984. FAX (305)818 -9987 arswmw 01.0 02-487 LNIt 0/1/03 Mr. I. l SURFACE OF THE FEMALE PRODUCT RENEWED as complying with tie Florida Balding Code Acceptance No 0 6 - Expl : Bon Date By Miami D Division / Control DRWN BY: M.C. V. 6/1/05 DATE I) 05 -121 DRAWING No SHEET 1 OF 6 A II CONCRETE ANCHORS (SEE SCHEDULE) SEE SCHEDULE r- -FOR Min. SEPARATION TO CLASS POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED SCALE : 3/8" = 1 " POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED CONCRETE ANCHORS (SEE SCHEDULE) WALL MOUNTING INSTALLATION SECTION A S. S. S. M. S. W/ 7/16 7/8" LONG NYLON BUSHING ' .•. TOP & BOTTOM) / 14 2 "S. S. S. M. S. (Typ. • • • TOP & BOTTOM) • 1\ I • • • •• • • • ••• •• •• • • • • • • •• •• • • • • •�"�'"�� • :ONCR47E p{4CCHurc5 • • POURED CONCRETE iSEE SCHF�WOE) • • REOV /RZD • • • • • • • • • • • r • • • • i3 z N I ini OPTIONAL nu I BUSHING �i TOP/BOTTOM) n • viii !i 1E1E11 r , 1 1 " I r trb CONCRETE ANCHORS POURED CONCRETE REQUIRED • • • • ▪ • I E A • • • 1 Q • • • • r • / 14 x J" S. S S. M. . • II ! ii = ►�f' Il S. W/ 7/16" 0 x 7/8" ►�1j �I I LONG TOP & BOTTOM) I 1 (Typ. TOP & BOTTOM) SEE SCHEDULE FOR Min. SEPARATION TO GLASS SCALE : 3/8 - 1" / 14x2 "S. S. S M. S (Typ. TOP & BOTTOM) CEILING & FLOOR MOUNTING INSTALLATION SECTION 8 EDGE OF SLAB IF APPLICABLE or GC, -- OPTIONAL tr it TOP/110770M) /14 x 3/4" S. S. S.M. S. 0 12" 0. C. �— EDGE OF SLAB IF APPLICABLE CONCRETE ANCHORS POURED CONCRETE (SEE SCHEDULE) REQUIRED ' F G APPL/C BLE IP A A _ / 14 x 3" S S. S. M. S. W/ 7/16" 0 x 7/8" LONG NYLON BUSHING (Typ. TOP (I�i.JI JL BOTTOM) I OPTIONAL BUSH/NO / M. 14. r 5 2(yp. S. S. S TOP & BOTTOM) Q or SEE FOR Min. SEPARATION TO GLASS JUL 0 6 2005 ----- .`__._. • POURED CONCRETE CONCRETE ANCHORS _ REQUIRED (SEE SCHEDULE) CEILING & FLOOR MOUNTING INSTALLATION SECTION 81 SCALE : J /8" = EDGE OF SLAB IF APPLICABLE CONCRETE ANCHORS (SEE SCHEDULE) / IL ECO I N C . CONCRETE ANCHORS (SEE SCHEDULE) TIWT TESTING & ENGINEERING COMPANY 633.5 KW..Mtf. SL, See . HRCAO.4 CAROM FL .51168 Phone : 305)971 -15.30 . fax : 00:3)671 -15.31 EH- 0006719 WALTER A. MDT Jr. P. E FLORIDA L)c. 1 44167 M 1 / .v LA i Ad 0 II l sliI l SEE SCHEDULE FOR Min. SEPARATION TO GLASS 61L K POURED CONCRETE REQUIRED POURED CONCRETE REQUIRED CEILING & FLOOR MOUNTING INSTALLATION SECTION 82 SCALE : 3/8" = 1 HPMA / PERFORMANCE SYSTEM 1 ACCORDION SHUTTER ClUSAV ACCORDION SSA7T/V6, l 940 WEST 84th STREET PH: (30.5)878. FAX: 305)818 - 9987 OCAMPIXN ac6 02 -487 6/1/05 —fln 1 DOE OF SLAB IF APPLICABLE / 14x 3'5£ 5M. S. W/ 7/16" 0 x 7/8" LONG NYLON BUSHING r I ii (Typ. TOP & BOTTOM) 1 1 N / 14 x 2" S. S. S. M. S. TOP & BOTTOM) 111 lcl� refrreal WIZAA OF SLAB lF APPLICABLE OPTIONAL BUSHING TOP/BOTTOM) PROrnIC'1' F, EVET6'''D 88 complying w•€ ; Fir Draining Co Acceptance No 0 6- o 44 Z.. 03 By nano/ Dad Division DatclnPfXsi Zc3 Control F.B.C. (High Velocity Hurricane Zone) DRWN BY: N.C.Y. 6/1/05 DA 05 -121 DRAWING M, SHEET 2 OF 6 1/ (Ay I H 1 r ®, t a u C n 1 V1MV1 1 /IJJ1 V/1/` S_ _ , A , ) POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED CONCRETE ANCHORS (SEE SCHEDULE) POURED CONCRETE OR CONCRETE BLOCK WALL REQU /RED SEE SCHEDULE FOR Min. SEPARA17ON TO CLASS CONCRETE ANCHORS (SEE SCHEDULE) 0 -20 S. S. BOLTS • NUT & WASHER O 9" 0.•C. OR /14 x J/4" Si M.: S.: • • • 7 "O. C. • • • • • • • • • • 1" Min. SCALE : J /8" = 1" BUILD —OUT INSTALLATION — SECTION C • • ••• • • • •.• •• • • • • • •• •• • • • • • • • • • • • • • - • • • •-• • • • • • • • • • • • • • • ••. • • • • •.. •• • • • •• ••• •• • • • 1 14 x S. M. S. W/ 7/18" 0 x 7/8" LONG NYLON T r BUSHING (r TOP I !BOTTOM) 1/4" 0 -20 S. S. BOLTS W/ NUT & WASHER 0 9" 0. C. OR /14 x J /4" S. M. S. O 9"a 0. 14 x2 "S. S. M. S. (Typ. TOP BOTTOM) or OPTIONAL BUSH /NC TOP/BOTTOM) POURED CONCRETE OR CONCR • • • & K W9LL • - �RE(8/ /QE0f • • • • • • • • • • • • • • • • tONCRt7E ANCHc RS (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. " Min. I I JUL 0 6 2005 " Min. 0 • OPTIONAL I I BUstINC n LTOP/BOTTOM) BUILD —OUT INSTALLATION — SECTION C1 SCALE : 3/8" = 1" /14x3" S. S. S. M. S. W/ 7/16" . x 7/8" LONG NYLON BUSHING (Typ. TOP & BOTTOM) / 14x2 "S. S. S. M. S. (Typ. TOP & BOTTOM) r@ /14 x 3/4" 5. M S. O 12" 0. C. 1/4" 0 -20 S. S. BOLTS W/ NUT & WASHER 0 9" 0. C. OR /14 x 3/4" S. M. S. O 9 "0. C. 0 4. EQorjf HPMA / PERFORMANCE SYSTEM 1 ACCORDION SHUTTER c4LLLu SHUITRA INC 940 WEST 84th STREET HLLLEAH, FL 33014 PH: (305)818 -9984, FAX: (305)818 -9987 en N. 1 cuslfermw OLD 02 -187 our erv. AY ACSOINPINYI 8 /1/e3 1afr DRWN BY: M.c.v. 6/1/05 DATE 05 -121 DRAWING No IL ECO INC. T1LL/T TESTING & ENGINEERING COMPANY 611.7 N.W..1?1L Ste. 305. NRCAS4 GW.10 S fx JJ168 Phone : 003)871-IMO .. Far : (305)871 -151 EB- 0008719 WALTER A. TMLUT Jr. P. E. FLORIDA Lie. 1 4.41R7 1 K TOP / BOTTOM (OPTIONAL) TYPICAL ELEVATIO N. T. S. E NOTES ON SHEET OF 6 FOR LOCKING ECIf7CA70NS Q orQ � or® 'ROtn1CT f' IVEW Bolding Cade A mFtCS t • — 0 a Z." o f EsQ flax: , , _ A P►c 2. f �► td ocdivl By Miami Da l»visioa F.B.C. (High Velocity Hurricane Zone) eu�rr T nt e INSTALLER MODEL RETAIL MODEL DESCRIPTION 93 83 WOODGRAIN TEXTURE, RAISED PANEL, GALV. INTER. STILES . 94, 97 84A, 87 WOODGRAIN TEXTURE, RAISED PANEL, PAINTED /GALV. INTER. STILES MODELS 83, 84A, 87, 93, 94, 97 LOCATION OF OPTIONAL VENTS E IGN ENGINE R MARK W. WESTERFIELD, P.E. FLORIDA REGISTRATION No. 48495 ONE INTERMEDIATE STILE BETWEEN EACH EMBOSS LOCATION. ATTACHED W/ PATENTED TOG —L —LOC SYSTEM (TOP & BOT) AND URETHANE ADHESIVE (ALONG CENTER) DESIGN LOADS: +46.6 P.S.F. & —52.0 P.S.F. TEST LOADS: +70.0 P.S.F. & —78.0 P.S.F. I 1 AIR V 1 A NOTE: DOORS UP TO 7' -0" HIGH CONSIST OF 4) SECTIONS (SHOWN). DOORS OVER 7' -0" HIGH CONSIST OF (5 SECTIONS (NOT SHOWN). 18 GA. GALV. DOUBLE END STILES ATTACHED TO TOP AND BOTTOM RAIL WITH PATENTED TOG —L —LOC SYSTEM. A OPTIONAL OUTSIDE KEYED LOCK POSITION MAX. DOOR WIDTH = 16' -2" INSIDE ELEVATIONS SCALE 1/2" = 1' Clopay Building Products Company INTER. STILE OUTSIDE HANDLE ti Ctopoy Corporation AI R2ghta Rsmer.,d. REV VIEW "C" VIEW "8" OUTSIDE KEYED LOCK LOCK BAR LOCKING CONFORMS TO SFBC 3603.2 CLUPAY BUILDING PRODUCTS COMPANY 312 WALNUT STREET, SUITE 1600 CINCINNATI, OHIO 45202 (513) 381 -4800 DATE 3/27 /95 • 16 GA. PAINTED END STILES ATTACHED TO DOOR SKIN WITH PATENTED TOG —L —LOC SYSTEM . (TOP, BOTTOM & CENTER). LOCK POSITION (BOTH SIDES) TWO POINT LOCKING CONFORMS TO SFBC 3603.2 REGARGING GARAGE DOORS WITH 5/8" MIN. ENGAGEMENT. DOOR TESTED FOR FORCED ENTRY WITH BOTH OUTSIDE KEYED LOCK AND INSIDE SLIDE BOLT LOCK OPTIONS (SEE LAYOUT OF EACH LOCK ON THIS PAGE). END STILE LOCK BAR GUIDE LOCK BAR ENGAGES IN TRACK ON EACH SIDE OF DOOR. srj41. NOTED DATE' 2/15/95 DRAW IY. M CSECKED IT. AbDeD JAMB DWG 4 cHAgr ro PAGE INTER. STILE OUTSIDE KEYED HANDLE PAGE. DESCRIPTION DOUBLE CAR HURRICANE PAN DOOR B DRAVINO DESCRIPTIDN SNAP LATCH ENGAGES ONTO VERTICAL TRACK. ONE SNAP LATCH ON EACH SIDE OF DOOR. INSIDE HANDLE OUTSIDE KEYED LOCK SNAP LATCH LOCK OPTION CONFORMS TO SFBC 3603.2 SLIDE BOLT LOCK ENGAGES INTO VERTICAL TRACK. ONE LOCK ON EACH SIDE OF DOOR. INSIDE SLIDE BOLT LOCK OPTION CONFORMS TO SFBC 3603.2 END STILE APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DAT HI � 19 BY PRODUCT CONTROL DIVISION ,4 BUILDING CODE /,COMP�LI,A,NCC,E� OFFICE ACCEPTANCE NO."I . / �• 2 I•Y.% DODR SIZE. 1 OF 4 16'2 "W x 8'0 "H NUMBER. 101300 R CV. ss MODELS 83, 84A, 87, 93, 94, 97 SHIP LAP JOINTS. 24 GA. STEEL (MIN. YIELD STRENGTH: 38 KSI) EXTERIOR SKIN WITH G -60 GALVANIZING, BAKED —ON PRIMER AND A BAKED —ON POLYESTER PAINTED TOP COAT APPLIED TO BOTH SIDES. OF STEEL SKIN. (ASTM No. A653). 2" THICK —1 DESIGN LOADS: +46.6 P.S.F. & —52.0 P.S.F. TEST LOADS: +70.0 P.S.F. & —78.0 P.S.F. SCALE 2" = 1' 12 GA. GALV. STEEL TOP ROLLER BRACKET. EACH BRACKET ATTACHED W /(4) #14x5/8" SHEET METAL SCREWS. ADJUSTABLE SLID E ATTACHED TO TOP BRACKET WITH (2) 1/4" x1/2" BOLTS AND NUTS PER BRACKET. 14 GA. GALV. ROLLER HINGE. EACH HINGE FASTENED TO END STILES W /(4) #14x5/8" SHEET METAL AND (4) 1/4"x3/4" SELF TAPPING SCREWS. (SEE VIEW "8") MOP rei ulopay Building Products Company REV CLOPAY BUILDING PRODUCTS COMPANY 312 WALNUT STREET, SUITE 1600 CINCINNATI, OHIO 45202 (513) 381 -4800 Qopay CoryorrrtIon M Rights R.s.rv.d. DATE 1 3/27 As ONE 6" TALL C— CHANNEL PER DOOR SECTION. (SEE VIEW " D") C— CHANNEL ATTACHED AT EACH STILE LOCATION WITH (1) 1/4"x3/4" SELF TAPPING SCREW. 1-1/4" WIDE x 16 GA. GALV. STRAP. (7) PER DOOR SECTION, EXCEPT (8) STRAPS ON 2ND SECTION (SEE INSIDE ELEVATION). EACH STRAP ATTACHED WITH (3) 1/4"x3/4" SELF TAPPING SCREWS (TWO SCREWS TO DOOR, ONE SCREW TO C— CHANNEL). 13 GA. GALV. STEEL BOTTOM BRACKET. ATTACHED, WITH (2) #14x5/8" SHEET METAL SCREWS. DESIGN ENGINEER ALUMINUM EXTRUSION & VINYL WEATHERSTRIP. MARK W. WESTERFIELD, P.E. SECTION A —A (SIDE VIEW) FLORIDA REGISTRATION No. 48495 NOTED DATt' 2/15/95 ORAVN BY. MWW CHECKED BY. ADDED IAMB D W6 4 CHART ro PAGE' PAOE. DESCRIPTION 6. 2 OF 4 2 -1/2" --1 I--- 5/8" (TYP.) VIEW "D" 6" TALL C— CHANNEL 16 GA. GALV. STEEL .APPROVED AS COMPLYING WITH SIY(r SOUTH FLORIDA BUILDING CODE � DAT ��3 •. 19_'� -L- BY PRODUCT CONTROL DIVISION BUILDING CODE COMPLIANCE OFFICe ACCEPTANCE NO f'15 •b-2) ' .1 NAX DOOR SIZE• 16'2 "W x 8'0 "H DESCRIPTION DOUBLE CAR HURRICANE PAN DOOR DOOR HEIGHT " L" 6' -6" 70" 7' r -0" 76" 7' -6" 82" 8' -0" 1 88" MODELS 83, 84A, 87, • 93, 94, 97 2x6 WOOD JAMB SEE "JAMB PREPARATION NOTE" ABOVE #14x5/8" SHEET METAL SCREWS 1" DOOR OVERLAP (EACH SIDE) 12 GA. GALV. STEEL CONTINUOUS ANGLE FASTENED TO WOOD JAMB WITH 5/16 "x1 -5/8" LAG SCREWS NOT TO EXCEED 14" O.C. CONTINUOUS ANGLE MAY BE NOTCHED OUT AT JAMB TO STRUCTURE ATTACHMENT POINTS. 2" GALV. STEEL TRACK FASTENED TO 12 GA. GALV. STEEL TRACK . CLIPS. TRACK ATTACHED TO EACH CLIP WITH TWO 1/4"x5/8" BOLTS Sc NUTS, EACH TRACK CLIP ATTACHED TO CONTINUOUS ANGLE WITH (2) 1/4" DIA. RIVETS PER CLIP. DESIGN LOADS: +46.6 P.S.F. & -52.0 P.S.F. TEST LOADS: +70.0 P.S.F. & -78.0 P.S.F. 1/4 "x3/4" SELF TAPPING SCREWS. 14 GA. END HINGES SCALE 2" = 1' VIEW " B" JAMB PREPARATION NOTE EACH CONTINUOUS ANGLE TRACK SHALL BE FASTENED TO PRESSURE TREATED 2x6 YELLOW PINE WOOD JAMBS WITH 5/16 "x1 -5/8" LAG SCREWS (12) LAG SCREWS PER SIDE UP TO 7'0" HIGH AND (13) LAG SCREWS PER SIDE UP TO 8'0" HIGH). THE METHOD OF ATTACHMENT TO THE SUPPORTING STRUCTURE OF THE PRESSURE TREATED 2x6 WOOD JAMBS SHALL BE APPROVED BY THE PROFESSIONAL OF RECORD FOR THE STRUCTURE AND IN ACCORDANCE WITH CURRENT BUILDING CODES FOR THE LOADS LISTED ON THIS DRAWING OR AS SHOWN ON PAGE 4 OF THIS DRAWING. PREPARATION OF JAMBS BY OTHERS. ALL MOUNTING OF TRACK, ANGLES, HORIZONTAL TRACK SUPPORTS, AND ALL OTHER DOOR HARDWARE TO BE INSTALLED PER CLOPAY INSTALLATION INSTRUCTIONS SUPPLIED WITH DOOR SYSTEM UNLESS OTHERWISE NOTED. 18 GA. II1TERMEDIATE HINGE SCALE 2" = 1' VIEW "C" STOP MOULDING BY DOOR INSTALLER (TO SUIT) 16 GA. GALV. STEEL PAINTED END STILE 18 GA. GALV. STEEL DOUBLE END STILE SCALE 2" = 1' 20 GA. GALV. STEEL INTER. STILE Building Products Company REV 1 • DATE 1 DESCRIPTION 3 /Z7 /q5 Ab1Tb TAME bc. 1 CHART To PAGE q CloDN' Co pora.on M Ri t1 Rwrve0. 7/16" NUT IS INSTALLED 18 GA. GALV. STEEL CENTER HINGE ON ROLLER SHAFT FOR FASTENED TO INTER. STILES W /(4) UNRESTRICTED OPERATION. EACH # 14x5/8 SHEET METAL SCREWS. 14 GA. GALV. STEEL ROLLER HINGES FASTENED TO END STILES W /(4) EACH #14x5/8" SHEET METAL SCREWS AND (2) 1/4" SELF TAPPING SCREWS PER END HINGE. DESIGN 2" DIA. LONG STEM, 10 BALL STEEL ROLLER. MARK W END OF ROLLER STEM THREADED FOR FLORIDA 7/16" NUT. ® CLOPAY BUILDING PRODUCTS Cl o p ay 312 WALNUT STREET. SUITE JAMB CONFIGURATION ® CINCINNATI, OHIO 45202 (513) 381 -4800 DOOR COUNTERBALANCE SYSTEM 12 GA. GALV. STEEL CONTINUOUS 1 -5/8" x 2 -3/8" ANGLE. TRACK CONFIGURATION SCALE 1/2" = 1' TYP. 2-1/2" x12 GA. GALV. STEEL TRACK CLIPS. DISTANCE BETWEEN BRACKETS NOT TO EXCEED 14" 0.C. (7 TOTAL CLIPS FOR DOORS UP TO 7'0" HIGH). (8 TOTAL CLIPS FOR DOORS UP TO 8'0" HIGH). COMPANY £CM1. NOTED 1600 2 GALV. STEEL TRACK, TRACK THICKNESS: .083" ENGINEER . WESTERFIELD, P.E. REGISTRATION No. 48495 DAB 2/15/95 DRAVN DY. CHECKED DY. MWW HORIZONTAL TRACK SUPPORT BY DOOR INSTALLER (TO SUIT)_\ PAGE. 3 OF 4 DESCRIPTION. APPROVED AS COMPLYING WITH THE • SOUTH FLORIDA BUILDING CODE /I�' DATE__ 19"I J BY PRODUCT CO! TRO DIV :SION BUILDt1C CODE COMPLIANCE OFFICE ACCEPTI.I. CE NO CPS ( )_, MAX DDDR SIZE. 16'2 "W x 8'0" H DOUBLE CAR HURRICANE PAN DOOR GRAVING NURSER, 101300 stAiht BUILDING TYPE FASTENER TYPE MIN. No. OF FASTENERS PER VERTICAL JAMB MAXIMUM ON CENTER DISTANCE BETWEEN FASTENERS STEEL WASHERS REQUIRED? WOOD FRAME 1 /2" x 3" EMBED LAG SCREW (ASTM A307, GRADE A) 1/4" x 1 -3/4" MIN. EMBED TAPCON CONCRETE ANCHOR 6 8 16" 12" YES YES BLOCK WALL OR CONCRETE BLOCK WALL OR CONCRETE HILTI SDM -72 -536 PINS WITH 1 -1 2" EMBED 9 5 10-1/2 19" YES NO BLOCK WALL .OR CONCRETE 3 8 x 1-3 4 MIN. EMBED RAWL —STUD EXPANSION ANCHOR 7400 SERIESr BLOCK WALL OR CONCRETE 3/8" x 1 -3/4" MIN. EMBED RAWL LOK /BOLT ANCHOR BOLT (5000 SERIES) 5 19" NO MODELS 83, 84A, 87, 93, 94, 97 NOTES: 1) ALL THE LOAD FROM THE DOOR IS TRANSFERRED TO THE TRACK AND THEN FROM THE TRACK TO THE 2x6 VERTICAL JAMBS (GRADE 2 OR BETTER YELLOW PINE). NO LOAD FROM THE DOOR IS TRANSFERRED TO THE HORIZONTAL (TOP) JAMB. 2) EACH VERTICAL JAMB SEES . A MAXIMUM DESIGN LOAD OF +2,982.4 LB & —3,328 LB AND A MAXIMUM TEST LOAD OF 4,480 LB & —4,992 LB. 3) ALL JAMB FASTENERS MAY BE (BUT NOT REQUIRE) COUNTERSUNK TO PROVIDE A FLUSH MOUNTING SURFACE. WOOD FRAME BUILDINGS STUD WALLS OF DOOR OPENING SHALL BE FRAMED SOLID BY NOT LESS THAN (3) 2x6 PRESSURE TREATED GRADE #2 OR BETTER WOOD STUD OF A STRESS GRADE NOT LESS THAN 1200 PSI NOMINAL EXTREME FIBER STRESS IN BENDING (F ). STUD WALLS TO BE CONTINUOUS FROM FOOTING TO TIE BEAMS AND IN ACCORDANCE WITH SFBC SECTION 2905.1. BLOCK WALL OR CONCRETE 2x6 JAMB TO SUPPORTING STRUCTURE ATTACHMENT 2x6 WOOD JAMB SHALL BE ANCHORED TO GROUT REINFORCED BLOCK WALL OR CONCRETE COLUMN. BLOCK WALL CELLS SHALL BE FILLED WITH CONCRETE AND REINFORCED WITH #5 BAR EXTENDING INTO THE FOOTING AND INTO TIE BEAMS. ALL BARS SHALL BE CONTINUOUS FROM THE TIE BEAMS TO FOOTING PER BLOCK WALL OR CONCRETE COLUMN. BLOCK WALLS AND CONCRETE COLUMNS TO BE DESIGNED BY 'BUILDING PROFESSIONAL OF RECORD AND IN ACCORDANCE WITH SFBC SECTION 2704.2. 2x6 JAMB TO SUPPORTING STRUCTURE ATTACHMENT (NOT TO BE USED FOR ATTACHMENT OF TRACK ANGLE TO 2x6 VERTICAL JAMBS OR SUPPORTING STRUCTURE) DESIGN LOADS: +46.6 P.S.F. & —52.0 P.S.F. TEST LOADS: +70.0 P.S.F. & —78.0 P.S.F. ti = Clopay Building Products Company REV 1 1 MAX. 0.C. 1 CLOPAY BUILDING PRODUCTS COMPANY 312 WALNUT STREET, SUITE 1600 CINCINNATI, OHIO 45202 (513) 381 -4800 poppy Corporotlon NI Right. R..rrrv.d, DATE 3/27/95 FASTENER TYPE 2x6 VERTICAL JAMB DESIGN ENGINEER MARK W. WESTERFIELD, P.E. FLORIDA REGISTRATION No. 48495 SCALE. NOTED DATE 2/ 15/95 DRAWN BYr MWW CJ CKED BY. DESCRIPTION ADDED JAMB DWG & CHART TO PAGE 4 HORIZONTAL JAMB (NO LOAD FROM DOOR) zz MIN. No. OF FASTENERS PER VERTICAL JAMB PAGE. 4 OF 4 B APPROVED AS COMPLYING WFTH THE SOUTH FLORIDA BUILDING CODE DAT ..a . • a BY PRODUCT CONTROL DiVijiON BUILDING CODE COMPLIA"1CCE OFFICE , CEPTANCE NO q . ')3.0J. • MAX DOOR SIZE. 16'2 "W x 8'0 "H DESCRIPTION% DOUBLE CAR HURRICANE PAN DOOR DRAVING NUMBER. 101300 REV. 1