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PLANSINSTALLATION DETAILS ON EXISTING WOOD BUILDINGS f2ASS OF EX67ING WINDOW OR S. G. 0. / 14 x 3/4' S. S S. M.S06'O.C. O 1.500 ALTERNATIVE 4 HEAD PX!WP3 ears / NUT • MASHER 0 12 0. G / 10 x 3/4 S S S IA S. OR 3/16 0 Alton. POP f6VE75 0 12' a c. 10x3 ° 5S£AL S. G1/ 7/18° • x 7/8 Lava NYLON BlA9t! (TIP. LDT1rlf). 10 a.{/4'S S S AL S. OR 3/16 0 Alum. POP RIVETS O 12° 0. G 1• x 4° x 1 (A6i.) 6153-T5 Alum. TUBE (Cont.) W/ (2) 1/4' 0 x4' LONG LAC SCREWS 0 EACH STUD (MDWD7H OF STUD) AND W/ 2' l n. PFJE7RA7AON INTO E VERNG STLO. WALL MOUN77NG INSTALLATION - SEG770N A SCALE: 1/4" = 1" WOOD TRUSSES OR RAFTER • 24' 0.C. RfDURfD / 14x3/4'£ S. SMS06 ° 0.C. SEE SCHEDULE FOP Min. SEPARATI0.N "S 10 GLASS OF EXISTING WINDOW ORSG AL7ET8M1E FAS7ENER LOCAIWJ4 / 10x3/4 "S S S AL S. OR 3/16" 0 Alum. POP RIYE7S O 12" 0. =LING & FLOOR MOUNTING INSTALLATION - SECTION B SCALE: 1/4" = 1" N07E : C ACMMC MOUNTING SECTIONS CAN BE cow / ANY YAW TO SLIT ANY MVSTALLA7HQN. NOTES : 1. MYSTALLAAONS ARE ONLY MUD FOR INSTALLATIONS WITH DESIGN MD LOADS LESS OR EO(UL THAN 75 p.a.f. AND S'-0' Max. 9IUTTER WAN Z FOR AEW 11000 FRAME CON T11UC11Ohh 110010 MEMBERS 70 BE SOUTHERN RAE No Z W/ SPECIFIC DENSITY OF 0.55 OR EQLAL° • 1 x 4' x 1/8' (Ain) 606J -15 Alum. TUBE LAG 70 EACH RAFTER OR TRUSS. LOCATE SCREWS AT AAOW1OTH OF EXISTING WOOD MEMBER. 2 Min. NOMINAL WIDTH) W/ 2' Ain. PENE7RAT4N. 10 M.£ / 7/76- 0 x 5/8' LONG ON BUSHING. (To. TOP.INTERIOR). / 111/ 7/16' 0 x 7/8 LONG NYLON BUSHING *ATOP & 807108 EX1ER7CP. it BOTTOM INTERIOR / 10x3/4'S SSA/.£ OR 3/76 0 Alum. POP RIVETS 0 12' 0. G 2' x 6" WOOD DECK REQUIRED (NO FINISH ALLOWED) 1/4' 0 1.40 SCREWS IV/ 1 1/2 Ain PENETRITTON co 6" 0. G WOOD TRUSSES OR RAFTER • 24' 0. G REQUIRED / 14x3 /4'£S. S. M.S• ° 0. G / 14 x J /4' SSSALS • 9' 0. G 1 " x 2' x 1/6' Alum. ANGLE Cont. (606J -T6 ALLOY) / IL ECOINc.\ miff TTM t ENG IEENINO COMPANY WO K! .1Wfl Si Stu 117. MGM GIeDE}Q 1a0101 371AIt Peat.: (3120671- /Sa . Few : 020177-1311 WALTER A 7ALJT Jr. P. E: FLORIDA LJc. 111 44167 SEE SCHEDULE FOP Ain. SEPARATION S 10 GLASS OIL E70SITNG WIDOW OR S 0. 0. 1.000' 2.000' 1/4' 0 ELCO FEMALE PANEL AWE W/1 7/8' Mtn. P(NE7RI7►ON • 6' 0. G I a l int : AU I 1' x 4" x 1/8' (Min.) 606J -T5 Alum. TUBE W/ (2) 5/16' 0x4' LONG - LAG SCREWS TO EACH RAFTER OR TRUSS LOCATE SCREWS AT M/OWIDTH OF D167fNG WOOD MEMBER. 2 NOMINAL Min. MINAL WIDTH)) / 2' Ain. PENETRAI7ON. S. 10 / 7/16' 616 x 5/13. LONG TYP. TOP ( INTERIOR) S. W/ 7 16 • z 7/8' LONG TVP TOP & BOTTOM • BOTTOM (INTERIOR QR) / 10xJ /4'SSS M. S. 0 12° 0. G CEILING & FLOOR MOUNTING DNSALLA770N - SECTION Bl SCALE: 1/4" = 1" APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE QR\L 13 19 DAT "A� BY ./ PRODUCT CA ROL DIVPS ON BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO. 1 G - G 131 1 .01 ASSA / RESIDENTIAL BERTHA ACCORDION SHUTTER GENERAL HURRICANE SHUTTER CORP. (ASS4 # 71) 1650 WEST Jlst PLACE KLI LEAF. FLORIDA 33012 ACK le OmnA1x LIM 0010 001101 2 x 6" 0000 DECK REDLSRED (NO FINISH ALL0WED) DADE COUNTY AS SHOWN SCALE 2/19/99 DATE 99 - 61 DRAWING No SNEETIO OF 70 trip REQUIRED SEE SCHEDULE FOIR SEPARATION S'" TD GLASS OF DOSING WINDOW OR S G a ALTERNATIVE 1 1/4 LAG SOTETMS0 °a w/ 1 1/2 Yin. PENETRATION TO EXISTING 3+000 HEADER. 1 10x3 SS W/ x LONG NYLON : mac (TTF TOP. INTERIOR). II II II II u INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS NINES : 1. INSTALLATIONS ARE ONLY VALID FOR INSTALLATIONS WRH DESIGN WIND LOADS LESS OR EQUAL MAN 75 p.s.f. AND 9 -0" Max. SHUTTER SPAN. 2. FOR NEW WOOD FRAME CONSTRUC77ON: WOOD MEMBERS TO BE SOUTHERN PINE No. 2, W/ SPECIFIC DENSITY OF 0.55 OR EQUAL. J ALTERNATIVE 2 WALL MOUNTING INSTALLATION - SECTIONS A sow 1/4' - 1 A /7-V IL E C O INC. TI4Jf ?WINO & EN r�INEERNMG 0L11NPANY alas M. 3KA se 40. 217. MGM M OARLOR FLORIDA S IR Mara : (300171 -1570. F : 0*)87I -1531 WALTER A 1711.17 Jr., P. E. FLORIDA 1/e. if 44167 IKRE FOR lO BRIARON OF SECTIONS : WALL /FLOOR /CEILING MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLA770N. I- CLASS OF EXISTING WINDOW OR S. G. O. I4x3/4'S S kSO6'aC. 11 o• 1 tor lam' ,-,- .1 :. ALTERNATIVE 3 ant 1 70xr£S S LM.S VI/ 7/16° • x 7/8" LONG NYLON BUSHING. am. BOTTOM). 1' x 4' x 1 (Ain.) 606.1 -73 Alum 7T (Cont) W/ (2) 1/4' / x 4' 1AG SCFIE S • E4CH SILO (1001007H OF STUD) AND W/ 2" Alin. PENETRATION INTO D1157PIG 571/0. APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DAT M. — ► 3 1 Ar BY n ASSA / RESIDENTIAL BERTHA ACCORDION SHUTTER GENERAL HURRICANE SHUTTER CORP. (ASSA # 71) 1650 WEST 31st PLACE HNLEAH, FLORIDA 33012 I 1'71 PRODUCT INTROL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO. '" v WIT DADE COUNTY AS SHOWN SCALE 2/19/99 0.4 99 — 61 DRAWING No SHEET 9 OF 10 MAX /MUM SAD DEIGN LOAD N L ROOM A Al, C SEC17176 A, Al, C 2C7R116 8 & 67 WALL MOUNTING INSTALLATION AT TOP OR BOTTOM (TO CONCRETE) WALL MOUNTING INSTALLATION AT TOP OR BOTTOM (TO MASONRY & CONCRETE) CEILING 6' FLOOR MOUNTING INSTALATION AT TOP OR BOTTOM (TO CONCRETE) N07E 1 NO7E 2 NOTE 3 NO7E 1 NOTE 2 N01E 3 NOTE 1 NOTE 2 NOTE 3 FROAI 40.0 TO 62.5 72' 11 9' 12 8' 8 1/2° 12' r 5 1/2° 12' 12' 12' 9 1/2 5 1/2 4 1/2 12' 11' 9' 62.6 TO 75.0 9" a° 11 1/2' 6 1/2' 6° 10° 6' 5' 12" 12 11 1/2' 8° 4 1/2' 4' 12' 9 8' FROM 75.1 TO 92.5 ra °. 7" . _ 7" 9' . 5 . 1/2' 5 1/2 8' 5' — 17 10' to" 6 7/2' 4' 4' 12' 7 1/2° 7 1/9' FROM 926 TO 120.0 9 7/2' r — r 5 1/2' — 6' 5' - 12' t0' - 5' 4' - 9 1/2' 7 1/2' - FROM 120.1 TO 180.0 5 1/2 5 7/2' — 5° 5" 70' 10 — 4' 4 — 7 1/2° 7 1/2° — ACTUAL E. D.= EDGE DISTANCE FACTOR TAPCON / &AMC NAIUN I RAWL CALK 3" .86 .75 2 1/2' .71 .50 2" .50 1 - ZAMAC NAILIN TAPCON OR RAWL CALK -IN ANCHOR SPACING LEGEND MAXIMUM DESIGN PRESSURE RATING 'W' (p.s. f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING (In.) SCHEDULE. ÷ ANCHOR SWING LEGEND (1) Max. ANCHOR SPCC. VALID FOR SPANS OF 5' -0' OR LESS. (2) Max. ANCHOR SPCG. VALID FOR SPANS GREATER THAN 5' -0" TO 8' - (3) Max. ANCHOR SPCG. VALID FOR SPANS GREATER THAN 8' -6" TO Max. ALLOWED. NO7ES ON ANCHOR SPACING SCHEDULE + SEE SHEETS 9 & 10 OF 10 FOR ANCHORS TYPE & SPACING FOR INSTALLATIONS INTO WOOD FRAME BUILDINGS MAXIMUM ANCHOR SPACINGS ARE VALID FOR 3 1/2' EDGE DISTANCE. FOR E. D. LESS THAN .3 1/2' REDUCE ANCHOR SPACING BY MULTIPLYING SPACINGS SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS. (Min. E. D. FOR RAWL CALK -IN IS 2 1/27. t. 1 / mi .. \ IIIJJT 7E3I1NO & D 'VEER O COMPANY 0706 NR 30111. St Ste. 917, MOM OYID714 ROM1 33I If Ram : (. 78fl - l327 . 1 : 005j171 -7371 WALTER A. TILL/T .1s.. P. E FLORIDA Lit j 44167 APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DAT AQfZ xt- 19 BY �L!i PRODUCT CI TROL DIV!S;ON BUiLD.NG CODE COMPLIANCE OFFICE 'ACCEPTANCE NO.91 -o 3i • O L ASS4 / RESIDENTIAL BERTHA ACCORDION SHUIILW GENERAL HURRICANE SHUTTER CORP. (ASSN j 71) 1650 WEST 31st PLACE HIALEAH. FLORIDA 33072 I ° -`1 I IT DADE COUNTY SCALE 2/19/99 DATE 99 — 61 DRAWING Na Sid-ET 8 OF 70 MAXIMUM DESIGN LOAD V' (p.s f..) MAXIMUM SHUTTER SPAN 1' (R.) MINIMUM SEPARATION S' TD GLASS (in.) • •• 85.0 8'-??' 3 7/8' 3' 87.5 8' -9' 3 7/8' 3' 90.0 8' -5' 3 7/8' 3' 92.5 8' -3" J 7/8' 3' 95.0 8' -1 ' J 7/8' 3' 97.5 7' -10' J 3/8' 3' 100.0 7' -8' 3 3/8' 3" 102.5 7' -6' J 3/8' 3' 105.0 7' -J' 3 3/8' 3' 107.5 7'- i' 3 4/8' 3" 110.0 6'-11" 3 3/8" 3' 112.5 6' -10' 3 3/8' 3' 115.0 6' -8' J 3/8' 3' 117.5 6' -6" 3 3/8' 3' 120.0 6' -5' 3 3/8' J' 1225 6' -J' 3 3/8' 3" 125.0 6'-1' 3 3/8' 3' 127.5 6' -0' 3 3/8' 3' 130.0 5'-11' 3 3/8' 3' 13.2.5 5' -9' 3 3/8' 3' 135.0 5'-B' 3 3/8' 3 137.5 5' -7' 3 3/8' _ 3' MAXIMUM DESIGN LOAD 'W (p.s.(.) MAXIMUM SHUTTER SPAN 1' (ft) MINIMUM SEPARATION • S' 70 GLASS (in.) • •• 40.0 12' -O' 3 7/8' 3' 42.5 11 -11" 3 7/8' 3" 45.0 11' -9' 3 7/8' 3" 47.5 11 ' -7' 3 7/8' J' 50.0 11 ' -5' 3 7/8' 3' 52.5 11 ' -3' 3 7/8' 3' 55.0 11' -1' 3 7/8' 3' 57.5 10' -10' 3 7/8' 3' 60.0 10' -7' 3 7/8' 3' 62.5 10' -4' 3 7/8' J' 65.0 10'-2' 3 7/8' J' 67.5 10' -0' 3 7/8' 3' 70.0 9' -10' 3 7/8' 3' 72.5 9'-8 3 7/8' 3' 75.0 9' -6' 3 7/8' J 77.5 9' -4" 3 7/8' 3' 80.0 9' -2' 3 7/8" 3' 82.5 9' -0" 3 7/8' 3' MAXIMUM DESIGN LOAD W (p.s.f.) MAXIMUM SHUTTER SPAN 1" (ft.) MINIMUM SEPARATION 'S' TO GLASS (in.) • •• 140.0 5' -6' 3 3/8' 3' 142.5 5' -4' 3 3/8' 3' 145.0 5' -J' 3 3/8' 3' 147.5 5' -2 3 3/8' 3' 150.0 5"-1' 3 3/8' 3' 152.5 5' -0' 3 3/8' 3" 155.0 4 3 3/8' J' 157.5 4' -10' 3 4/8' J" 160.0 4' -9" 3 3/8' 3' 162.5 4' -8" 3 3/8' 3' 165.0 4' -8' 3 3/8' 3' 167.5 4' -7' 3 3/8' J' 170.0 4' -6' 3 3/8" 3' 172.5 4' -5' 3 3/8' 3' 175.0 4' -4" 3 3/8' 3' 177.5 4' -4' J 3/8' 3' 180.0 4' -3" 3 3/8' 3' SHUTTER SPAN 1' (ft.) MINIMUM SEPARATION "S' LEES OR EQUAL THAN 8' I -0' 3 3/8' >8 -0' TO 12' -O' J 7/8" NOTE: MAXIMUM DESIGN PRESSURE RATING "W (p. s. f.) AND CORRESPONDING MAXIMUM SPAN "L" SCHEDULE. (VALID FOR SECTION B & B1 ON SHEET 2 OF 10). DESIGN PRESSURE RA77NG CORRESPONDS ONLY TO NEGATIVE PRESSURE (SUCTION) LOADS, IN ACCORDANCE WITH ASCE 7 -88 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 WAHINC THE FIRST 30' -0' ELEVATION OF BUILDING. SEE TABLE 1 FOR MINIMUM SEPARATION TO GLASS FOR SPANS SHORTER THAN THE MAXIMUM ALLOWED SHOWN ON SCHEDULE •• FOR SHUTTERS INSTALLED ABOVE 30' -0' ELEVATION OF BUILDING, MEASURED AT BOTTOM OF SHUTTER TYLUT TESTING & ENGINEERING COMPANY 1585 MW 3111A SL. Sta 217. WWII GARDEN; FLOWS AVM Am : (245)871 -1530 . fir : (30.7)571 -13J1 WALTER A 711L1T J,., P. E. FLORIDA Lie. J 44167 MINIMUM SEPARATION 'S' BETWEEN CLASS AND SHUTTER FOR A GIVEN SHUTTER SPAN 1" FOR SHUTTERS INSTALLED W THIN THE FIRST 30' - O' ABOVE GRADE OF A GIVEN BUILDING. 30' -0" ELEVATION SHALL BE MEASURED AT BOTTOM OF SHUTTER SEPARATION S' TO BE MEASURED AS INDICATED ON SECTION 0, SHEET 4 OF 10. -- •Y TABLE 1: ASSA / RESIDENTIAL BERTHA ACCORDION SHUTTER GENERAL HURRICANE SHUTTER CORP. (1558/ 1650 WEST 31st PLACE HIALEAH, FLORIDA 33012 APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE l DAT ' ' fi t `'' BY . �✓ i�L/ PRODUCT CONTROL DIV;S'ON BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO. Oar DADE COUNTY SCALE 2/19/99 DATE 99 - 61 DRAWING No SHEET 7 OF 10 MAXIMUM DESIGN LOAD IT (P.s.l.) MAXIMUM SHUTTER .' SPAN 1° (IL) MINIMUM SEP,4R4710N 'S" 7O GLASS (in.) • N as 85.0 8' -6' 3 7/8 42.5 3" 87.5 8' -3" 3 7/8' I1' -9' 3 90.0 8' -0" 3 3/8° 3 7/8° 3 92.5 g 7' -9 3 3/8' 3 3 95.0 7' -7 3 3/B° 55.0 3 97.5 7' -5 3 3/8 t0•-r 3 100.0 7' -2 3 3/8' 3 7/8 3' 102.5 9 7' -0 3 3/8° 3 3 105.0 6' -10' 3 3/8 % 3' 107.5 € 6' -B 3 3/8 P 3 110.0 6' -7 3 3/8 J 7/8' 3 112.5 6 3 3/8' J' 3 115.0 6 3 3/8' 80.0 3' 117.5 6' -2' 3 3/8 8' -9' 3' 120.0 6'-0' 3 3/8' 3 122.5 5' -11 ' 3 3/8' 3' 125.0 5' -9' 3 .3/8' 3' 127.5 5'-8' 3 3/8' 3' 130.0 5' -6" 3 3/8' 3' 132.5 5' -5' 3 3/8' 3' 135.0 5' -4' 3 3/8' 3' 137.5 5' -3' 3 3/8 3' MAX /MUM DESIGN LOAD W (.) (p.s. MAXIMUM SHUTTER SPAN 1 (N.) MIN /MUM SEPARATION 'S TO GLASS on.) B N 40.0 12' -1' 3 7 3 42.5 I1' -11 3 7/8 3° 45.0 I1' -9' 3 7/8' 3 47.5 11' -7' 3 7/8° 3' 50.0 11' -5' J 7/8 3 52.5 11' -1' 3 7/8 .r 55.0 /0' -10 3 7/8' 3 57.5 t0•-r 3 7/8 J 60.0 10' - 5 ° 3 7/8 3 62.5 10' -2' 3 7/8' 3 65.0 10' -0' J 7/8' 3 67.5 9' -10' 3 7/8' J' 70.0 9' J 7/8' J' 72.5 9' -5' J 7/8' J' 75.0 9' -4 J 7 J' 77.5 9' -2' J 7/8 J 80.0 9. -0' 3 7/8' J' 82.5 8' -9' 3 7/8' 3 MAXIMUM DESIGN LOAD 'W° (p.s.f.) MAXIMUM SHUTTER SPAN 1° (1t.) MIN /MUM SEPARATION '5' TO GLASS (7n.) m •e 140.0 5. -2Q 3 3/8 ° _ _ - ..... .._ 142.5 5 3 3/8' J' 145.0 5'-0" 3 J/8' 3" 1475 4 3 J/8° J' 150.0 4' -10 3 3/8` 3 152.5 4' -9 3 J/8' J° 155.0 4' -8 3 3/8' J' 157.5 4' -7' 3 3/8 .3' 160.0 4 3 3/8' 3' 162.5 4' -5' 3 3/8' 3° 165.0 4' -4' 3 3/8" 3 167.5 4' -4' 3 3/8' 3' 170.0 4' -3' J 3/8" J' 172.5 4' -2' J 3/8' 3' 175.0 4' -1" J 3/8' 3 177.5 4' -1' 3 3/8" 3' 180.0 4' -O' 3 3/8' .3' SHLT1ER SPAN 1 (ft.) MINIMUM SEPARATION "S LEES OR EQUAL THAN 8' 3 3/8' >8' - 7D 12' -0' 3 7/8 1 NOTE MAXIMUM DESIGN PRESSURE RATING "W" (p.s.f.) AND CORRESPONDING MAXIMUM SPAN "L SCHEDULE. ( V A L I D FOR S E C T I O N S A, A 1 & C ON SHEETS 2 & 3 OF 10). DESIGN PRESSURE RATING CORRESPONDS ONLY TO NEGATIVE PRESSURE (SUCTION) LOADS. IN ACCORDANCE WITH ASCE 7 -88 CR /TERM 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 SHU►►tXs INSTALLED WINING THE F7RST 3D -0 ELEVATION OF BUILDING. SEE TABLE 1 FOR MINIMUM SEPARATION TO CLASS FOR SPANS SHORTER THAN THE MAXIMUM ALLOWED SHOWN ON SCHEDULE. •■ FOR 97U►►tKS INSTALLED ABOVE 30'-0" ELEVATION OF BUILDING, MEASURED AT BOTTOM OF SHUTTER /i itii ,. .\ TRAIT TESTING & ENGINEERING COMPANY SSW MW Jifes. St Rs 217. NR1i81 GIIS7M fL01PA1 22WIt Mir : (.741)871 - 15.17. Fts, : (03)571 -1331 WALTER A. TINT Jr.. P. E FLORIDA Lis. / 44167 TABLE 1 MINIMUM SEPARATION '5 BETWEEN GLASS AND SHUTTER FOR A GIVEN SHUTTER SPAN 1 FOR SHUTTERS INSTALLED WITHIN THE FIRST ABOVE GRADE OF A GIVEN BUILDING. 30' -0 ELEVATION SHALL BE MEASURED AT BOTTOM OF SHUTTER SEPARATION 'S TO BE MEASURED AS INDICATED ON SECTION 0. SHEET 4 OF 10. ASS4 / RESIDENTIAL BERTHA ACCORDION SHUIILK GENERAL HURRM,ANE SHUTTER CORP. (ASS. / 71) 1650 WEST 31st PACE HIALEAH. FLORIDA 33012 APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DATE : L- 9 BY PRODUCT et ROL DIVIS.ON BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO. -2 o L DADE COUNTY AS SHOWN SCALE 2/19/99 DATE 99 - 61 DRAWING No SHEET 6 OF 10 CONCRETE ANCHORS O 9" 0. C (SEE NOTE 7 ON SHEET $\ POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED 2'x2'x.125 " 3 "x3 "x.090" ALUMINUM TUBE (6063 -T5 ALLOY) 3/16 0 Alum. POP RNE7S OR 14 x 3/4" S:SS At S. 0 6'O C. 3/8' 0 HOLE FOR LOCKING PIN NYLON SCREW HEAD CASE 1 OR (BEYOND) 2'x? "x .125' OR 3' x 3' x .090' ALUMINUM TUBE (6063 -T5 ALLOY) REAR r 1' x 1' x .125 Cont. Alum. ANGLE (6063 -T6 ALLOY) r � 1 F'I®OR (BEYOND) (BEYOND F'I® () () Alum. RM (r114 OR (BEYOND) 1' 1" x .125' Cont. Alum. ANGLE (6063 -T6 ALLOY) 3/16" 0 Alum. POP RIVETS OR / 14 x 3/4' S. S S M. S. • B" a C. (Typ.) CASE 2 SECTIONS E SCALE: 3/8" = 1 . NYLON SCREW HEAD FRONT R O OR (BEYOND) SECTION D SCALE: 3/8" = 1 (4) 3/16' 0 Alum. POP RIVETS OR / 14 x 3 S. M. 5. REAR OR FRONT (BEYOND) 2 ° x2 "x.125 "OR x 3' x .090" ALUMINUM TUBE (6063 -T5 ALLOY) CASE 3 Alum. RIVNUTt (Typ.) 3/16' 0 Alum. POP RIVETS OR / 14 x 3/4" S. S S. M. S. 0 6 0. C. (Typ.) LIC* 2 ANCHORS 1 4.4 EACH ANGLE 2' x 2 x .125" OR 3' x 3' x .090' Alum. TUBE POST 2" x 2' x .125" x TUBES' SIZE Alum. ANGLE (2 REQUIRED) (6063 -T6 ALLOY) EDGE OF SLAB ISOMETRIC (CORNER POST) & ao AT 3/8" 0 HOLE FOR LOCKING PIN. POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED CONCRETE ANCHORS • 9' O. C. (SEE NOTE 7 ON SHEET 1) IINLTER A GLUT Jr.. P. E. FLORIDA Lz. / 44767 CONCRETE ANCHORS 0 9" 0. C. (SEE NOTE 7 ON SHEET 1) NYLON SCREW HEAD IL ECO INC. \ TRAIT 1 ONG • EMGINEERING COMPANY MS MIR a S.. Stu 217. MOM G1SOxS flORDA 37126 Maw (20111671 -1370. Fax : (303)671-1371 OR ANY. Ms 2 NOTES ON LOCKS : APPLICABLE TO LOCK DETAILS SHOWN ON THIS SHEET. * LOCKER n SHALL ALWAYS BE USED FOR ANY SPAN AND INSTALLA ONS AT ANY ELEVATION. LOCKER ( MAY US D AS AN INSIDE OR OUTSIDE LOCKER IF ATTAC ED TO & W/ 1/4' 0 -20 x 1' LONG S. S. THREADED BOLT / 1 4' 0 -20 x 5/8" INTERNALLY THREADED ALUMINUM RIVNUT. SEE INSTALLATION DETAIL ON THIS SHEET. * * FOR INSTALLAJJONS AT ANY ELEVATION OF BUILDING AND IN ADDITION 70 N) LOCKERS, A REGULAR T LOCK MAY BE USED FOR SECUR PURPOSES AT ANY DESIRED LOCATION OF CENTERMATE (INSIDE OR OUTSIDE). WHEN USED INSIDE. MINIMUM SEPARATION TO GLASS SHALL ALSO BE VERIFIED FROM THE TIP OF SUCH T LOCK OR FROM THE OTHER SHUTTER COMPONENTS SHOWN ON SECTION D (WHICHEVER IS MORE CRTICAL). SERIES 9444 ALUMINUM (2024 -T3 ALLOY) LARGE FLANGE THIN SHEET NUTSERT. PART / 0820. AS MANUFACTURED BY AVDEL CHERRY TEXTORN, PARSIPPENY, NEW JERSEY 07054 OR EQUAL. t : r r ONE SIDED SHUTTER : END CONNECTION DETAIL SCALE :: 3/8" = 1 1 1/2 x 7 1/2" � - OR 1' x 2' OR 2 "x3 "ORx4" V OR x 5' x .125 Alum. ANGLE Alum. RNNUTt (Typ.) OR (BEYOND) POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED / 14 x 3/4" S. S. S. M. S. OR 3/76" • Alum. POP RIVETS O 9 "0. C. ASSA / RESIDENTIAL BERTHA ACCORDION SHUTTER GENERAL HURRICANE SHUTTER CORP. (ASSA / 71) 1650 WEST 31st PLACE HIALEAH. FLORIDA 33012 APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DATE 9- i 9 BY PRODUCT '' ROL DIV;S:ON BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO.9 -03 11 c DADE COUNTY AS SHOWN SCALE 2/19/99 DATE 99 — 61 DRAWING No SHEET 5 OF 10 CONCRETE ANCHORS 09'0. C. (SEE NOTE 7 ON SHEET 1� \\ \ \ \ \ \' 7' x 2' x .125' OR 3" x J' x .090' ALUMINUM TUBE (6063 —T5 ALLOY) .3/16' 0 Alum. POP RIVETS OR / 14 x 3/4 S. S.S M. S 0 6' 0. C. ( 2 POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED OR (BEYOND) CASE 1 2'x2'x.125'OR J' x 3' x .090' ALUMINUM TUBE (6063 —T5 ALLOY) REAR * GLAss_i 3/8' I HOLE FOR LOCKING PIN 1' x 1x.125" Cont. Alum. ANGLE (606J —T6 ALLOY) OR (BEYOND) OR (BEYOND) (BEYOND) REAR * HO OR (BEYOND) (BEYOND) i x 1 x .125' Cont. Alum. ANGLE (6063 —T6 ALLOY) 3/16' 0 Alum. POP RIVETS OR / 14 x 3/4' S. S S M. S. 0 6" 0. G (Typ.) CASE 2 SECTIONS E SCALE: 3/8" = 1 1/4" 0 -20 x 1" LONG S. S M. S 0 MIDHEIGHT OF• ® • FRONT OR REAR (Typ.) 2'x 2 "x.125'OR 3' x J x .090' ALUMINUM TUBE (6063 -13 ALLOY) & (D O R O 2 ANCHORS EACH ANGLE CASE 3 OR ® (BEYOND) SECTION D SCALE: 3/8" = 1" 3/16' 0 Alum. POP RIVETS OR / 14 x 3 /4'SSS M. S 0 6' 0. C. (Typ.) REAR * OR (BEYOND) - - J 3/8' 0 HOLE FOR LOCKING PIN. SECTIONS D, D' & E W/O ®•* SCALE: 3/8" = 1" 2' x 2' x .125" OR 3 ' x J' x 090" � TU BE PO ST "25' x TUBES. SIZE 4 3/16' 0 Alum. RNE/5 O / 14 x 3/4' S S. S M. s. (Typ.) 444kOP iiili EDGE OF SLAB ISOMETRIC (CORNER POST) & eo 7 - 7 1/4' 0 -20 x 1' LONG S. S. M. S POURED CONCRETE 01? CONCRETE BLOCK WALL REQUIRED CONCRETE ANCHORS 0 9 0. C. (SEE NOTE 7 ON SHEET 1) IWLTER A. 7RUT Jr.. P. E. FLORIDA Lic. / 44167 CONCRETE ANCHORS 0 9' 0. C. (SEE NOTE 7 ON SHEET 1) SECTION D' : ONE SIDED SHUTTER END CONNECTION DETAIL SCALE: 3/8" = 1" IL ECO INC. 17LL f 1ESIINO t E.NCIINEE71JN0 COMPANY atN MW Ana S7. Ma 217. MGM CAlaraa ROMP MIMI Mom : 01:10871-1130 . n.: 001101 -1111 1114 1 NOYES ON LOGOS APPLICABLE TO LOCK DETAILS SHOWN ON THIS SHEET. x CUP INST ALWAYS BE LOCKED BY USING LOCK ALL£D fRGil/ THE INSIDE OF SHUTTER W/ 1/4' 0 -20 x 1' S S. SIDEWALK BOLT SHOWN 014 SECTIONS • & BOLT SHALL PENETRATE LOCK CUP. AS WELL AS O . O Y. LOCK CUP® 1/2' SHALL FIT ENTIRELY I • O LOCKING P!N GROG BEFORE S/DETWLK BOLT IS TIGHTENED. ALTERNATIVELY TO USING)LOCK CUP. CENTERMATES ©SHALL ALWAYS BE LOCKED BY TALUNG A 1/4' 0 -20 x 1 S. S SIDEWALK §OLT�J1RECTLY 7HRU BOTH CENTERALMIES FOR THIS PURE SE; (I)& (✓)CENIERAUTES SHALL BE PRE — DRILLED AT THE BOLT LOCATION .4S WELL AS TAPPED THRU IN ORDER 10 ACCEPT THE 1/4' 0 -20 SIDEWALK BOLT. THIS BOLT MAY BE INSTALLED FROM EITHER THE FRONT OR REAR OF SHUTTER ** ASST / RESIDENTIAL BERTHA ACCORDION SHUTTER GENERAL HURRICANE SHUTTER CORP. (x/ 1650 WEST 31st PLACE HIAEAH. FLORIDA .73012 o1s011/1xW MIT Mx •• • POURED CONCRETE 01? CONCRETE BLOCK WALL REQUIRED - 1 1/2 x 1 1/2' OR2'x2 "OR 2' x 3' OR x 4' OR x 5'x.125' Alum. ANGLE / 14 x 3/4' S S. S M. S. OR 3/16' 0 Alum. RIVETS 0 9" 0. C. APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE aocarnar e_ L OAT BY PRODUCT C. •ROL DIV'.S ON BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO. -1 311 .01 19 DADE COUNTY AS SHOWN SCALE 2/19/99 DATE 99 - 61 DRAWING No SHEET 4 OF 10 POURED CONCRETE REQUIRED 0 ▪ \ ALTERNATE LOCATION kOR TOP LIP FASTENE o 4i POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED SEE SCHEDULE FOR -- SEPARATION "V TO GLASS OF EXISTING WINDOW OR S. G. 0. /10 x 3/4" S. 5. S. M. S. OR 3/16' 0 Alum. POP RIVETS 0 12' 0. C. CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 8 & NOTE 7 ON SHEET 1) u CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 8 & NOTE 7 ON SHEET 1) 1" Min. 1/4" 0 -20 S.S. x 3/4' PAN HEAD PHILLIPS BOLTS W/ NUT 0 12" 0. C. /10x3'S. S. S. M. S. W/ 7/16" 0 x 5/8' LONG NYLON BUSHING (Typ. TOP, INTERIOR) o a N R 7/16 "0x7/8 "NYLON W/ BUSHING (Typ. TOP & BOTTOM, EXTERIOR) & BOTTOM, INTERIOR) /10 x 3/4" S S. S. M. S OR 3/16 0 Num. POP RIVETS O 12" 0. C. 1/4" 0-20 S.S. x 3/4' PAN HEAD PHILLIPS BOLTS W/ NUT O 12' 0. C. WALL MOUNTING INSTALLATION (BUILD -OUT) - SECTION C SCALE : 3/8" = 1" R ® R TYPICAL ELEVATION N. T. S. E. D. = EDGE DISTANCE (SEE SCHEDULE ON SHEET 8 OF 10) I TNJJT TESTING ! DIGINEERING COMPANY =6 MW =a 5. Sts. 217. Iowa VADENS 60801 D118 Phan : (x6)871 -13a . Fm : (30.7)871 -1331 WALTER A. AMT Jr., P. E. FLORIDA Lie. / 44167 NOTE FOR COMBINATION OF SECTIONS : WALL/FLOOR/CEILING MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. SEE NOTES ON LOCKS ON SHEETS 4d•5OF 10 OR OR APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DAT : g-\ 1' 19 BY Ar L.,. PRODUCT CO ROL DIV :S :0N BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO � 1 1 b t ASSA / RESIDENTIAL BERTHA ACCORDION SHUTTLE GENERAL HURRICANE SHUTTER CORP. (Ass, 71) 1650 WEST 31st PLACE HIALE H, FLORIDA 33012 MIR X1101 1 1 DADE COUNTY AS SHOWN SCALE 2/19/99 GATE 99 — 61 DRAWING No SHEET 3 OF 10 POURED CONCRETE REQUIRED-7 o \ \ : � . 4i \ /10x3 "S S. SM.SVI/ 7/16" 0 x 7/8' NYLON BUSHING /14x3/4'S. S. 5 M. S. 0 9" 0. C. POURED CONCRETE REQUIRED _J ti POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED RAWL CALK -IN ANCHORS (SEE SCHEDULE ON SHEET 8 & NOTE 7 ON SHEET 1) ---SEE SCHEDULE FOR Min. SEPARATION "S TO GLASS OF EXISTING WINDOW OR S. G. D. SEE NOTE • CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 8 6: NOTE 7 ON SHEET 1) u n r1 / CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 8 & NOTE 7 ON SHEET 1) WALL MOUNTING INSTALLATION 1.500' /10 x 3' S. S. S. M. S. W/ 7/16" 0 x 5/8" LONG NYLON BUSHING (Typ. TOP INTERIOR) OR n • 2 h N — SECTION A SCALE : 3/8" = 1" /10 x 3" S. S. S M. S. W/ 7/16" I x 7/8 N110N BUSHING Typ. TOP & BOTTOM (EXTERIOR) & BOTTOM (INTERIOR) L}•— RAWL CALK -IN ANCHORS (SEE SCHEDULE ON SHEET 8 & NOTE 7 ON SHEET 1) • REMOVABLE FLOOR MOUNTING INSTALLATION — SECTION BI SCALE: 3/8 = 1' ALTERNATIVELY TO 1" x 2" Alu ! ANGLE W/ ANCHOR, DRILL HOLE AT TO INSTALL RAWL CALK -IN AT D . COVER HOLE WITH NYLON CAPS POURED CONCRETE REQUIRED POURED CONCRETE 1 OR CONCRETE BLOCK WALL REQUIRED 7/16" 0 x 7/8' NYLON BUSING (Typ. BOTTOM) /10 x 3/4' S S. S. M.SO 12" 0. C. TYP EA. SIDE. 1 "x2'x.125 "Cont. ALUMINUM ANGLE (606J -T6 ALLOY) EDGE OF SLAB IF APPUCABLE SEE SCHEDULE FOR SEPARATION'S' TO I GLASS OF EXISTING ,WINDOW OR S.G.D. Av CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 8 & NOTE 7 ON SHEET 1) CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 8 & NOTE 7 ON SHEET 1) 1" B. 0. /10x3 "S S S. M. S. W/ 7/16' I x 5/8 " LONG NYLON BUSHING (Typ. TOP INTERIOR) WALL MOUNTING INSTALLATION — SECTION Al SCALE : 3/8" = 1 /10 x 3" S. S S. M. S. W/ 7/16" 0 x 7/8" NYLON BUSHING Typ. TOP & BOTTOM (EXTERIOR) BOTTOM (INTERIOR) E: D. = EDGE DISTANCE (SEE SCHEDULE ON SHEET a OF ro) NOTE FOR COMBINATION OF SECTIONS : WALL/FIOOR /CETUNG MOUNTING SECTIONS CAN BE COMBINED IN ANY MY TO SUIT ANY INSTALLATION. POURED CONCRETE REQUIRED —\ V POURED CONCRETE REQUIRED WALTER A. TTLITT Jr.. P. E. FLORIDA Lrc. / 44167 --SEE SCHEDULE Min. SEPARATION'S' TO GLASS OF EXISTING I WINDOW OR S G. D. /10x3 /4 "S. S S. M. S. OR 3/16 " Alum. POP RIVETS O 12" 0. C. ALTERNATE — LOCATION FOR TOP UP FASTENER / IL ECO I N C 1H.LIT TESTING & ENGINEERING COMPANY am KR .MI6 SL Sea 257. Ni617M GARDENS Ripe MIST Phew : (471 -1Sn . F : 00:0*71 -1311 _v. ta • a CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 8 & NOTE 7 ON SHEET 1) CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 8 & NOTE 7 ON SHEET 1) I E. O. Q. h 1.500 " — DATE E. D. Ab a /10x3 "S. S. S. M. S. W/ 7/16" 0 x 5/8" LONG NYLON BUSHING (Typ. TOP INTERIOR) • Q. CEILING & FLOOR MOUNT. INSTALLA T. — SECTION B SCALE : 3/8" = 1" ASSA / RESIDENTIAL BERTHA ACCORDION SHUTTER GENERAL HURRICANE SHUTTER CORP. (ASSA / 71) 1650 WEST 31st PLACE H1ALE It FLOR/W 33012 /10 x 3' S. S. S. M. S W/ 7/16" 0 x 7/8' NYLON BUSHING Typ. TOP & BOTTOM (EXTERIOR) • BOTTOM (INTERIOR) /10 x 3/4' S. S. S. M. S. OR 3/16' 0 Alum. POP RIVETS O 12" 0. C. EDGE OF SLAB IF APPLICABLE APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DAT Ra- ► 3 19 BY PRODUCT C 01. DIViS:ON BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO1 c-U3t\ • I DADE COUNTY AS SHOWN SCALE 2/19/99 DATE 99 — 61 DRAWING No DIESCIWTION MIT SHEET 2 or 10 iL C WALL HEADERS WALL HEADERS (INVERTED USE) SCALE :: 3/8" = �^--- - 10J1 ° .062' Typ F---3 155 -i QD SILL ADAPTER SCALE.: 3/8' = /' 1/4'1 -20S. S THUMBSCREWS / VARIES SEE NOTE BELOW QH LOCKING PIN SCALE :: 3/8' = 1" L.] © MALE LOCK SLAT SCALE 3/8' = /' 2.000' © BOTTOM BUILT -OUT OF FEMALE END SLAT 0 STARTER STRIP 6' Min. FOR UP 10 9' -0' SM/T1ER BLADE LENGTHS, • 12" A6n. FOR SHUTTER BLWE LENGTHS GREATER THAN UP TO 12'-0 1/4' I - 20 S S. THUMBSCREWS VARIES, SEE NOTE BEL SCALE :: 3/8" = 1" © ALTERNATE LOCKING PIN .x994" 1.944' r 1.255'11 2.291" .x994' SCALE: 3/8' = 1 / �" 0.531 J © FEMALE LOCK SLAT SCALE: 3/8" = 1" F- -- 1■- --2000 '--.i .679' 3 WALL HEADER WALL HEADER (INVERTED USE) SCALE 3/8° = /' h 1.2501 1.000' �2.750 PLAN SCALE :: 3/8" = 1' COMPONENTS 125" csf -.281 SCALE: 3/8' = QN LOCKER SCALE: 3/8' = © CEILING HEADER SCALE: 3/8" = 1 [ 177 1 9 1.124 2.000 F ---- -- 2.750' -.4 FRONT ELEVATION 0.477' 0.359' .062' 1.000' SCALE: 3/8" = 1' IO MALE LOCK SLAT 0 FEMALE LOCK SLAT SCALE: 3/8' = 1" © SILL SCALE 3/8" = 1" 3.709' 052' 1. 477 0.359' ch 0.266 0.168 © RESIDENTIAL BLADE SCALE :: 3/8" = 1 .477" .359' .359" FEMALE RESIDENTIAL BLADE 5.000' Max. SCALE: 3/8"= 1" 1-7.500--1 QK LOCK CLIP 4" LONG SCALE: 3/8' = 1' ■h �O ALUMINUM ANGLE SCALE: 3/8' = 1" 1 /i itii .. \ 711117 =TWIG It ENGINEERING COMPANY LSAT MLR JMU■ R. Rs. 117. I/N,MSS4 G4120D4 fi.1®1 MISS Mere : 0001171- 13.70. Fez : (.103,1171-1111 WALTER A 77LL/T Jr., P. E. FLORIDA Lie. / 44167 GENERAL NOTES 1 . ACCORDION SHUTTER HAS BEEN DESIGNED IN ACCORDANCE $1714 THE LADE COUNTY, 1994 EDITION OF THE SOUTH FLORIDA BUILDING CODE DESIGN MIND LOADS SHALL BE DETERMINED AS PER SECTION 6 OF ASCE 7 -88, WITH 110 m.p.h. BASIC WIND SPEED. ACCORD/ON SHUTTERS ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTIONS 2315 & 2314 RESPECTIVELY OF THE ABOVE MENTIONED CODE. AS PER A7L REPORT / 0902.01 -98. 2. STAINLESS STEEL SHEET METAL SCREWS USED AT LOUVER PIN SHALL BE / 10 x 3� 410-HT MINIMUM SERIES W/ 135.0 ksi YIELD POINT & 180 ksI TENSILE STRENGTH. SCREWS SliALL BE COATED W1TH XYLAN 5000 SERIES FLUOROPOLYMER COATINGS AS MANUFACTURED BY WHIIFORO Co, BOX 507. WEST CHLSILII PA 19381. J. ALL ALUMINUM EXTRUSIONS SHALL BE 6063 -T6 ALLOY. 4. ALL SCREWS TO BE STAINLESS STEEL 504 OR 316 SERIES W/ 50 ks/ YIELD POINT AND 90 ksi 7E11STIE STR£hGTH. 5. ALL ALUMINUM POP RNETS 70 BE 5052 ALUMINUM ALLOY WITH ALUMINUM MANDREL 6. BOLTS 70 BE 2024 -T4 ALUMINUM ALLOY GALVANIZED OR STAINLESS STEEL W1711 35 ksi MINIMUM MINIMM YIELD POINT. 7. ANCHORS TO WALL SHALL BE AS FOLLOWS: (UNLESS OTHERWISE NOTED) (A) TO EATSIAG POURED CONCRETE - 1/4' • TAPCON ANCHORS AS MANUFACTURED BY 1.7.W. RAMSET OR ELCO INDUSTRIES, INC. - 1/4' • RAWL ZAMAC NAILIN ANCHORS. AS MANUFACTURED BY THE RAWL PLUG COMPANY, INC. - 1/4' • x 7/8' RAWL CALK -IN AS MANUFACTURED BY THE RAWL PLUG COMPANY. NOTES: A1) MINIMUM EMBEDMENT OF TAPCON ANCHORS INTO POURED CONCRETE IS 1 3/4" MINIMUM EMBEDMENT OF RAWL ZAM4C NA/UN IS 1 J/8'. A2) 1/4' • r 7/8' RAWL 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.J) IN CASE THAT PRECAST STONE. PRECAST CONCRETE PANELS. OR PAVERS BE FOUND ON THE EJOSITNG WALL OR FLOOR. ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS ANCHORAGE SHALL BE AS INDICATED ON NOTES A.1 & A2 ABOVE (8) 70 DUSTING CONCRETE BLOCK WALL: - 1/4' 0 TAPCON ANCHORS AS MANUFACTURED BY LT. W. RAMSET OR ELCO INDUSTRIES INC. - 1/4' 0 RAWL ZAMAC NAILIN ANCHORS AS MANUFACTURED THE RAM. PLUG COMPANY. INC. - I /4' 0 r 7/8' RAM. CALK -IN AS MANUFACTURED BY THE RAWL PLUG COMPANY, INC. .477' NOS: a 1) MINIMUM EMBEDMENT OF TAPCON ANCHORS. AND RAWL ZAMAC NAIUN ANCHORS 1NT0 THE CONCRETE BLOCK UNIT SHALL BE 1 1/4' 8.2) 1/4" • x 7/8' RAWL CALK -IN ANCHORS SHALL BE ENTIRELY EMBEDOED INTO THE CONCRETT BLOCK UNIT. NO EMBEDMENT 111TO STUCCO SHALL BE PERMITTED. 1/4' 0 -20 SCREWS USED SHALL BE 1 1/2' LONG MINIMUM SHOULD STUCCO EXIST. 8.3) IN CASE THAT PRECAST STONE OR PRECAST CONCRETE PANELS BE FOUND ON THE EXISRNC WALL, ANCHORS SHALL BE LONG ENOUGH 70 REACH THE WIN STRUCTURE BEHIND SUCH PANELS ANCHORAGE SHALL BE 1 1/4' MINIMUM FOR ANCHORS MENTIONED IN EL 1.), & 7/8' FOR ANCHORS MENTIONED IN 8.2.). (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMENDATONS AND SPECIFICATIONS OF THE ANCHORS MANUFACTURER BLADE AND THE KNUCKLES FOR CEN1ERMN1ES0, 0. © & 0 . & 771E STARTERS �dr ARE THE PATENT OF EASTERN METALS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE MERE SHUTTER 5 TO BE ATTACHED TO INSURE PROPER ANCHORAGE EACH (847 MAST BEAR A PERMANENT LABEL IN A VISIBLE PLACE WITH A WARNING NOTE INSTRUCTING 114E T17WNT 0R HOME OWNER THA ALL LOCKING PINS AS WELL AS BOTH LOCKERS MUST BE PROPERLY INSTALLED & BOLTED DURING PERIODS OF HURRKiWE MIAWNNVC. SHUTTERS MANUFACTURER STAMP SHALL BE PLACED ON THE EXPOSED SURFACE OF THE FEMALE LOCK SLAT (COMPONENT)QOR 40) ONE LABEL SHALL BE PLACCED fDR EVERY OPENING. LABEL SHALL READ AS FOLLOW GENERAL HURRICANE SHUTTER CORP. HIALEAH, MADE COUNTY PRODUCT CONTROL APPROVED. 2n. lb 2 APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DAT Q� 1 PRODUCT C•o DIN`S =ON BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO d L ^ � - 1I�► ( .pI ASSA / RESIDENTIAL BERTHA ACCORDION SHUIILW GENERAL HURRICANE SHUTTER CORP. (AS / 1650 WEST Jlst PLACE HIALEAH, FLORIDA 33012 OIESCRIPTION A Ir MX ma 2 O[SII/aol emir DADE COUNTY AS SHOWN SCALE 2/19/99 LATE 99 - 61 DRAWING No SHEET 1 OF 10 STORM PANEL SCHEDULE NEGATIVE DESIGN LOAD w (PSF) FASTENER ANCHOR SCHEDULE LOADS (INCHES) L min (FT -IN) 40.0 8 -5 TENSIO SMEAR TENSION SMEAR SPACING REQUIRED FOR VARIOUS DESIGN 8 -5 60.0 8 -4 EXISTING STRUCTURE ANCHOR TYPE NEG. LOAD (W) 2" EDGE DISTANCE 3" EDGE DISTANCE 7 -3 SPAN (L) FT. SPAN (L) FT. 6- 10 3' -7" MAX. 5' -3" MAX. 8' -5" MAX. 3' -7" MAX. 5' -3" MAX 8' -5" MAX. CONCRETE W/ 1/4 "0 RAWL NAIL -IN 1 -3/8" MIN. EMBEDMENT 62 PSF MAX. 6 -1/4 6 -1/4 6 -1/4 6 -1/4 6 -1/4 6 -1/4 6 -1/4 6 -1/4 6 -1/4 6 -1/4 6 -1/4 6 -1/4 82 PSF MAX. 6 -1/4 6 -1/4 6 -1/4 6 -1/4 6-1/4 6 -1/4 6 -1/4 6 -1/4 6 -1/4 6 -1/4 6_1/4 6 -1/4 180.0 230 PSF 6 5 -1/4 4 5 4 - 8 6 -1 /4 6 -1/4 4 6 -1/4 3 , 4 210.0 1/4"0 RAWL CALK -IN W/ 7/8" MIN. EMBEDMENT 8 1/4 -20 SIDEWALK BOLT (3/4 "0 HEAD) if lip LT 62 PSF MAX. 12.5 12.5 12.5 12.5 12.5 10 12.5 12.5 12.5 Z.5 12.5 12.5 82 PSF 12.5 12.5 1 5 72.5 7 12.5 12.5 12.5 7 12 .5 1 PSF MAX. 2 F 6 5 12.5 . ,...... ! S / 12.5 12.5 85 11 7 55 1/4 "0 ITW 7APC0N W/ 1 -1/2" MIN. EMBEDMENT .. nnumnwaa= 62 MAx. 11 11 17 11 '11 11 11 11 11 11 1t . 11 82 PSF MAX. 11 t1 11 11 8 9 tt 11 11 11 11 230 PSF MAX 7 8 5 5 ......>„<"- 3 8 71 8 3 2 -1/2 1/4 "0 ELCO "HAPJGERMATE" W/ 1/4 -20 S.S. MACHINE SCREW W/ 1 -1/2" MIN. EMBEDMENT 1,1111 \11111111111: 62 PSF MAX. 11 11 11 11 11 11 11 11 71 11 11 ,1 82 PSF 71 11 11 71 8 9 11 77 11 71 71 230 PSF MAX. -...7.-- 5 S 2......--- g 11 /' 5 / 8 / HOLLOW BLOCK W/ 1/4."0 RAWL NAIL -IN 1 -3/e" MIN. EMBEDMENT 62 PSF MAX. 6 -1/4 6 -1/4 6 -1/4 6 -1/4 5 6 -1/4 6 -1/4 5 -1/4 6 1/4 6 -7/4 6- 5 -1/4 82 PSF MAX. 6_1/4 0 -1/4 6 -1/4 6 -1/4 6 -1/4 6 -1/ 6 -1/4 6 -1/4 6 -7/4 S 6 -1/4 230 MAX. SF 3 6 4 // 4 6 -1/4 6 -7/4 / 0 1/4"0 RAWL CALK -IN W/ 7/8" MIN. EMBEDMENT S 1/4-20 SIDEWALK BOL ( ?/4`0 HEAD) if ilF_--.1 62 PSF MAX. 72.5 12.5 12.5 12 B 12.5 72.5 12. 5 12.5 12.5 32 PSF MAX. 12.5 12.5 9 6 12.5 12.5 1' - 11 SF 2 MAX. 4 3 3 / � 5 9 4 , .„......-,.../".<; 11 11 7 11 / . 5 9 1/4"0 iTW TAPCCN W/ 1 -1/2" MIN. EMBEDMENT ■111111111111111 62 PSF • MAX. 11 11 / 10 10 11 11 6 8 11 11 82 PSF MAX. 11 11 7 70 6 / 11 11 8 11 230 PSF mAx 5 - - 5 _ t/4 "9 1/4"2, ELCO "HANG- RMATE" W/ 1/4 -20 S.S. MACHINE SCREW W/ 1 -1/2" MIN. EMBEDMENT II il.1111 \11111111111: 62 PSF MAX 11 11 10 , 11 8 11 11 11 11 7 11 ' 82 PSF MAX. 11 11 7 10 4 6 11 71 8 71 - 9 230 PSF MAX. 4 5 - / / 000M 1 /4 "m W000 _AG W/ 1-1/2" MIN. EMBEDMENT p 62 PSF MAX. 11 11 11 11 11 70 71 77 17 1 1 11 10 82 PSF MAX. 11 11 11�//1 11 6 17 11 10 4 4 7 11 1 11 6 1 1 11 11 10 4 4 / / 6.25 7 7 - 6.25 1 230 XSF 5/16 W/ SIDEWALK "0 BRASS WO3D BUSHING 1" MIN. EMBEDMENT & 1/4 -20 BOLT (3 /4 "0 HEAD) tt _ 1 PSF 62 MAX. 6.25 6.25 625 6.25 625 6.25 6.25 6.25 6.25 6.25 82 PSF MAX. 6.25 0 25 6.25 11 6.25 6.25 6.25 6.25 6.25 6.25 6.25 6.25 23 PSF 6.25 6 4 4 /� ..2.........../.-r- 6 4 4 STORM PANEL SCHEDULE NEGATIVE DESIGN LOAD w (PSF) FOR STUD ANGLE MOUNT TOP & BOTTOM S. "F" TRACK MOUNT FOR ALL MOUNTING CONDITIONS L min. (FT -IN) L min (FT -IN) 40.0 8 -5 8 -5 50.0 8 -5 8 -5 60.0 8 -4 8 -4 70.0 7 -9 7 -9 80.0 7 -3 7 -3 90.0 6- 10 6 -10 100.0 6 -6 6 -2 110.0 6 - 2 5 - 7 120.0 5- 11 5 -2 130.0 5 - 8 4 - 9 140.0 5 -6 4 -5 150.0 5 -3 4 -1 160.0 5 - 1 3 - 10 170.0 4 - 11 3 -7 180.0 4 - 10 3 - 5 190.0 4 - 8 3 - 3 200.0 4 -7 3 -1 210.0 4 - 5 2 - 11 "2 20.0 4 2 - 9 230.0 4 - 3 2 -8 MIN. SEPARATION FROM GLASS SCHEDULE POSITIVE DESIGN LOAO(W) (PSF) ACTUAL SHUTTER SPAN (L) (FT - IN) MINIMUM SEPARATION FOR INSTALLATIONS 30' OR LESS ABOVE GRADE (INCHES) MINIMUM SEPARATION FOR INSTALLATIONS GREATER THAN 30' ABOVE GRADE (INCHES) BAR NO BAR NO BAR 40.0 3' -0" 2 - 1/ 4 3 1-1/1.. 4' -0" 2-1/4 3 1 -1 /4 5' -0" 2 -1/4 3 1 -3/8 6 -0" 2 -1/4 3 1 -1/2 7' -0" 2 -1/ 3 1 -5/8 8' -5" 2 -1/4 3 2 -1/8 50.0 3' -0" 2 -1/ 3 1 -1/4 4' -0" 2 -1/4 3 1 -1/4. 5' -0" 2 -1/4 3 1 -3/8 6' -0" 2-1/4 3 1 -1/2 7' -0" 2 -1/4 3 1 -3/4 8' -5" 2 -3/8 3 2 -3/8 60.0 3' -0" 2 -1/4 3 1 -1/4 4' -0" 2 -1/4 3 1 -1/1. 5' -0" 2 -1/1. 3 1 -3/8 6' -0" 2 -1/4 3 1 -5/8 7' -0" 2 -1/4 3 1 -7/8 8' -4" 2 -5/8 3 2 -5/8 70.0 3' -0" 2 -1/1. 3 1 -5/8 4' -0" 2 -1/4 3 1 -1/4 5' -0" 2 -1/4 3 1 -3/8 6 " -0" 2 -1/4 3 1 -5/8 7 -0" 2 -1/4 3 2 7'-9" 2 -1/2 3 2 -1/2 • A L E 1 T A B L E 2 ANCHOR NOTES? 1. TO SELECT ANCHOR SPACING ENTER ANCHOR SCHEDULE AT DESIRED ANCHOR AND PROCEED TO NEGATIVE LOAD EQUAL TO OR GREATER THAN REQUIRED DESIGN LOAD THEN INTERCEPT WITH THE STORM PANEL SPAN AT APPROPRIATE EDGE DISTANCE AND SELECT ANCHOR SPACING. 2. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES WALL FINISH OR STUCCO. 3. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING. FASTENER SHALL BE LOCATED IN CENTER OF 2X (MIN.) WOOD STUD. 4. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH WITH MANUFACTURERS RECOMMENDATIONS W/ MIN. EMBEDMENT INDICATED ABOVE. 5. MACHINE SCREW MUST HAVE A MINIMUM OF 2/3" ENGAGEMENT (1/2 ") OF FEMALE 1/4 -20 MACHINE SCREW IN RAWL CALK -IN ANCHORS FOR FULL VALUE SPECIFIED IN ANCHOR SCHEDULE. • REQUIRED FOR DIRECT MOUNT Cm 6 -1/4" OR 12 -1/2" SPACING ONLY. SPACINGS SHALL NOT TO EXCEED VALUE SPECIFIED IN ANCHOR SCHEDU LE. APPROVED AS CI • YING WITH THE SOUTH FLOR :1' : I ING CODE DA :44. 1 19 1eo BY //' PRO. IC CONTROL DIVISION BUILDI I) COMPLIANCE OFFICE U J W Z Q 0 tn O 0 -J IL w 4 D 3 z 0: In 0 m m 4 0 4 a pI z i z E 0 0 � e 0' N a( _I -I r V.). KNEZEVICH PROFESSIONAL . ENGINEER / FL License PE 0010 )JN 9 1986 data / 1/4/96 scale AS NOTED, (design by I VM drawn by GG , lcheckea byI Vix ara.nng no. 95 -549 sheet 4 et 4 ACCEPTANCE NO 060" ALUMINUM STORM PANEL 1305) 6135-9000 GENERAL REVISIONS revisions description OR 1"4"x.125" AL. TUBE (OPTIONAL) SEE MIN. SEPARATION FROM GLASS SCHEDULE In (TABLE 21 r GLASS OR 000R O7 CONT. SEE ANCHOR SCHEDULE 0 CONT. 2" x 2" x 125" MIN CONT 6063 -T6 ALUMINUM ALLOY OR 18 GAGE GALV STEEL ANGLE ANGLE MAY VARY 1/4" MAX 1/4 -20 MACHINE SCREW STUD b WINGNUT (al 6 -1/4" 0.C. 2 x WOOD DECKING O SOFFIT MOUNT DETAIL O ALT. BUILD -OUT MOUNT SECTION SCALE 3 = 1 -0" SCALE 3" = r -0" may WOOD JOIST EXISTING STRUCTURE 1/4 -20 S.S. MACHINE SCREW STUDS & WINGNUTS Cal MIDPOINT OF PANEL SPAN OR 5Y 0.C. (TYP.) K O ALT. CORNER DETAIL SCALE 3" = P - THREE 1 /4"m W000 SCREWS W/ 2" MIN. EMBEDMENT OR THREE WOOD BUSHINGS W/ 1" MIN. EMBEDMENT (TYP. AT EACH JOIST, TRUSS OR RAFTER) EXISTING STRUCTURE 2 x WOOD JOIST, TRUSS OR RAFTER 1- r 1.1 Z J W Z 4 0. X 4 TENSION FASTENER (SEE ANCHOR SCHEDULE) taJ 0 VI WIO 1 a ).«.ALT. LEG DIRECTION (TYPI GLASS OR DOOR SEE MIN. SEPARATION 111111111 1 4 GLASS SCHEDULE (TABLE 2) Q7 CONT. ©CONT. ' EXISTING STRUCTURE C �CONT. TYP TOP 3 BOTTOM (SEE ANCHOR SCHEDULE) INTERIOR FASTENING ANGLE ASSEMBLY SCALE 1 -1/2" = 1' -0" 1/4 -20 MACHINE BOLT & NUT Lrs 12" O.C. (TYP. TOP & BOTTOM) 1/4" MAX. 3 /B". HOLE FOR FASTENING PANEL 0 1-1/2" x 1 -1/2" AL. STUD ANGLE 1/4 -20 MACHINE BOLT & WINGNUT ;al 6-1/4" OR 6 -1/4" 0.C. SEE MIN. SEPARATION FROM GLASS SCHEDULE ITABLE 2) SCALE : 1 - 1/2" = 1' - 0" OPTIONAL HANDLE LOCATION EXISTING STRUCTURE TENSION FASTENER (SEE ANCHOR SCHEDULE) GLASS OR 000R EXISTING STRUCTURE EXISTING STRUCTURE ti • e— a 9' a © STORM PANEL INTERIOR FASTENING (ISOMETRIC) _ MIN. SEPARATION FROM GLASS SCHEDULE (TABLE 2) 1/4 -20 MACHINE SCREW STUD & WINGNUT Cal 6 -1/4" O.C. 1/4 -20 STUD W/ NUT TENSION FASTENER (SEE ANCHOR SCHEDULE) TYP TOP 8, BOTTOM 10 CONT. TYP. TOP 8 BOTTOM 1/4 "A RAWL CALK -IN W/ 7/8" MIN. EMBED. IN CONC. Cal 5" O.C. w/ 1/4 -20 MACHINE SCREW OR 1 /4 "at RAWL STEEL DROP -IN W/ 1" MIN. EMBED. IN CONCRETE Cm 8" O.C. 8" x 3" x 1/4" x 1' -i 1/2" ALUM. ANGLE 1/4 -20 MACHINE BOLT & NUT @ 12" O.C. TYP. TOP & BOTTOM 0 OR 0 CONT. 1/4'. MAX CONT. 0 OPTIONAL LEG DIRECTION O WALL MOUNT DETAIL O BUILD -OUT MOUNT SECTION SCALE 3" = 1' -0" SCALE : 3" = 1' -0" INTERIOR FASTENING ANGLE ASSEMBLY (SECTION A) SCALE : 1-1/2" = 1' -0" PUNCH HOLES IN ADJACENT AP AS �I INC WITH THE PANELS ® 12 -1/2" O.C. TO RECEIVE THIS BOLT. PLACE PANEL OVER SOUTH FLORID: : %I NG CODE EACH ADJACENT PANEL AND FASTEN WINGNUTS FROM THE IN S I DEDAT d 1 I9q6' BY i t 1 s• PROD C ' ONTROL DIV!SiON BUILDING ;1E COMPLIANCE OFFICE ACCEPTANCE NO 4h -6LN • n l / (date rn Y 0 0 n e P •o I V.J. KNEZEVICH PROFESSIONAL INEER FL Lice r e 0 PE 001.9 1/4/96 AS NOTED,( drawn 0 GG J (design by ( vJx (checked oy( VJK drawing no. 95 -549 shoot 3 of 4 ) N 1- O 0 SEE MIN. `— SEPARATION FROM GLASS SCHEDULE ITABLE 21 GLASS S% OR DOOR GLASS OR DOOR SEE MIN. SEPARATION FROM GLASS SCHEDULE (TABLE 2) a ANGLE TO WALL DETAIL ANGLE TO WALL DETAIL EXISTING STRUCTURE TENSION FASTENER (SEE ANCHOR SCHEDULE) TYP. TOP & BOTTOM EXISTING STRUCTURE O WALL MOUNT SECTION A SCALE 3" = 1' -0" TENSION FASTENER / (SEE ANCHOR SCHEDULE) / TYP TOP 3 BOTTOM 0 ORQ3 CONT. 1/4 -20 MACHINE SCREW STUD & WINGNUT @ 6 -1/4" O.C. PANEL TO ANGLE DETAIL r 02 OR 0 CONT PANEL TO ANGLE DETAIL O WALL MOUNT SECTION SCALE 3" = 1' -0" 1/4" MAX. 1/4" MAX. 1/4 -20 MACHINE SCREW STUD & WINGNUT @ 6 -1/4" O.C. GLASS OR 000R SEE MIN. SEPARATION FROM GLASS SCHEDULE (TABLE 2) GLASS OR DOOR ()CONT. SEE MIN. SEPARATION FROM GLASS SCHEDULE (TABLE 2) \ \`.pN { \U { \q \ \ \ \1 \ \Y \1 Al l A \ \ { \ \11 i HAIL .1VMA\N.\\\\\\\'.\\\\' \1 A71 \\\1\\111 II rIiII 1 IL 4,11\H\\\\At\\\\\\\\\F Ud 1.N\N111• r tl7(i LEI SHEAR FASTENER (SEE ANCHOR SCHEDULE) TYP. TOP & BOTTOM �— 1/4 -20 MACHINE SCREW STUD & WINGNUT @ 6 -1/4" O.C. 4 , EDGE DIST. 4' J ()CONT. t "x4 "x 125" OR 2" x 4" x .125" AL. TUBE OR 2" x 4" OR 2" x 6" P.T. WOOD BLOCKING . THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANELS. NOTE. USE OF THIS DETAIL IS LIMITED TO = 72 PSF. O WALL MOUNT SECTION (BOTTOM) SCALE ' 3" .1'-0" EXISTING STRUCTURE 1/4" MAX. EXISTING STRUCTURE © CEILING /INSIDE MOUNT SECTION SCALE 3" = EXISTING STRUCTURE SEE MIN. SEPARATION FROM GLASS SCHEDULE ITABLE 21 FOR WOOD BLOCKING USE 1/4 "4 S.S. LAG SCREW W/ 1 -1/2" PENETRATION INTO WOOD BLOCKING @ 11" O.C. FOR ALUM. TUBES USE 1/4"0 S.S. LAG SCREW W/ 1 -1/2" PENETRATION INTO CENTER OF STUCS LOCATED @ 24" O.C. MAX. & ONE 414 SMS @ MIDWAY BETWEEN STUDS. TWO -1/4"m S.S. LAG SCREW @ 24" 0.C. MAX. W/ 1 -3/4" PENETRATION IN CENTER OF STUDS 0 1 W I 0 .n EXISTING STRUCTURE EXISTING STRUCTURE GLASS OR DOOR W u O 1- VI J ` GLASS O \ R 000R NOTE: CONNECTIONS CAN BE USED AT EITHER TOP OR BOTTOM. O WALL MOUNT SECTION F (DIRECT MOUNT) SCALE : 3" = 1' -0" 4. —_ 4 .J SEE MIN. SEPARATION FROM GLASS SCHEDULE ITABLE 2) 1/4 -20 MACHINE SCREW STUD & WINGNUT @ 6 -1/4" O.C. TENSION FASTENER (SEE ANCHOR SCHEDULE) (TYP. TOP & BOTTOM) Q S CONT. TYP TOP & BOTTOM RAWL CALK -IN @ 12 -1/2" 0.C. MAX, OR ELCO "HANGERMATE" @ 6 -1/4" O.C. w/ KEYHOLE WASHER 13 OR SIDEWALK BOLTS. 00 NOT USE WHERE SCHEDULE SPACING IS LESS THAN 6 -1/4" (SEE ANCHOR SCHEDULE FOR FASTENER SPECS & SPACING) \AS TIZD L 7Q CONT. W000 BUSHING W/ /4 -20 SIDEWALK BOLT (3/4"0 HEAD) @ 6 -1/4" 0.C. DO NOT USE WHERE SCHEDULE SPACING IS LESS THAN 6 -1/4 ". (SEE ANCHOR SCHEDULE FOR FASTENER SPECS & SPACING) r- 1/4 -20 MACHINE BOLT & WINGNUT @ 12" O.C. (TYP. TOP & BOTTOM) © CONT. 0 x SIDE CLOSURE REO'O. (SEE PLAN VIEW) CONTROL DIVISION 1/4" MAX © BUILD -OUT MOUNT SECTION SCALE 3" = 1' -O" APPROVED AS CO SOUTH FLORIDA DAT BY PRO BUILD! ACCEPT Al F YING WITH THE ING CODE 1 19� Q G CODE COMPLIANCE OFFICE NO94 .a FL Lice s e�JO: PE 0. .9: i date 1 . 6CaIe 45 NOTED tdes.gn by 1 V P< draw.ng no. 95 -549 shoot 2 of 4 W 4 0 4 , .d x w > I w N4 W Y CN O� ! 0 1 .0 V.1 KNEZE ICH PROFESSION • E16GINEER 1/4/96 drawn oy GS (checked oyl vrx .325" 5 00" 1.50" 1 150-i O STUDDED ANGLE SCALE : 3" a 1' -0" 4 . 085" 1. � I 251 .05 I I I 85 " WINGNUT ilt=7093" TYP 1/4 -20 S.S. MACHINE SCREW STUD p 6 -1/4" 0 C. SCALE HALF SIZE 1.50" )` 12,50" COVERAGE 1 WIDTH UNLIMITED (PERP TO PANEL SPAN) SECTION TENSION FASTENER @ 12" O.C. SEE ANC FOR ANY ACCEPTABLE ANCHOR EXISTING STRUCTURE t r PRODUCT MARKING LOCATION 14.50" STORM PANEL, O SCALE : 3" = 1' -0" X a s 0 m N VIEW 5 00" 13 TYPICAL ELEVATIQN FOR INSTALLATIONS BELOW 30' ABOVE GRADE W/ PANELS SPANS OF 101" OR LESS. W/ SEPARATION - FROM GLASS OF 2 -1/4" OR MORE BUT LESS THAN 3 ". PANELS MAY SPAN VERTICALLY AS SHOWN OR HORIZONTALLY. .0 /-"®0®00 OR PRODUCT MARKING (OPTIONAL LOCATION) MB" (TYP) "P" TRACK 60770M MOUNT. (DC) OR DIRECT MOUNT 0 SCALE HALF SIZE 2.750" 1, 00" 7. STANDARD CHANNEL SCALE HALF SIZE CUBE 1•' x 1" STEEL & FASTENERS) (SEE PLAN VIEW & NOTE 81 ( OUTSIDE) (INSIDE) OVERLAP FASTENERS TYP. (SEE NOTE It 8) 0 W J 0 0 W w 1 W z a 0. Cr z 0 0 In T 16 GAGE GALV STEEL NGLE CLOSURE PIECE: 1" x 2" MIN TO 2 "x5 "MAX. .469" I OPTIONAL LEG DIRECTION 16 GAGE GALV. STEEL GRADE 0 Z 0 0 x 0 O J 4 Li CC EXISTING STRUCTURE "h" HEADER SCALE : 3" = T'-0" OPTIONAL LEG OIRECTION - 16 GAGE GALV. STEEJ GRADE D 11.001 1.00" 11 SOFFIT CHANNEL SCALE HALF SIZE WIDTH UNLIMITED 1.00" 14 TYPICAL ELEVATION FOR ALL INSTALLATIONS SEE TABLE 2, PAGE 3 OF 4, FOR REQUIRED SEPARATION FROM GLASS. 5.00" 14 GAGE r GALV STEEL 5.00" MAX. 12 CLOSURE S CALE . 3" = 1' -0" (PERP. TO PANEL SPAN) SECTION ©Q ©O7 t'J OR r DIRECT MOU!)T FASTENERS (SEE PLAN VIEW & NOTE 8) 9077014 MOUNT. OR DIRECT MOUNT (OU TSIDE) (INSIDE) PLAN VIEW SCALE: 1 -1/2" = "h" HEADER SCALE : 3" = 1' -0" 14 SIDE MOUN'- (32 OR DIRECT MOUNT 11/32 "m n ■ .0 5/8"0 O GALV. STEEL GRADE 0 OR ALUM 1' - MIN. .085" KEYHOLE WASHER SCALE : HALF SIZE 1.00" 16 GAGE GALV. STEEL SCALE . 3" = 1' -0" in N 2.000" 062" 1.750" "U" HEADER SCALE : 3" = 1' -0" 16 GAGE STEEL TUBE SEE STORM PANEL SCHEDULE FOR MAX. SPAN (VERTICAL OR HORIZONTAL) 0 01 0 0 O 91 a 01 0, a 0 9 0 15 HORIZONTAL INSTALLATION 1t 1 "x r 16 GA STEEL UBE TYP (OPTIONAL) SEE NOTE 8 & TYPICAL ELEVATION. (OUTSIDE) W (INSIDE) 1 -3/4" OVERLAP 12 14 GAGE GALV. STEEL ANGLE CLOSURE PIECE 0 N 0 N GENERAL NOTES: BOTTOM MOUNT. 0203 OR DIRECT MOUNT 1 zs° 6063 -T6 ALUMINUM 5" MAX. ANGLE SCALE : 3" = 2 ", 3 ",4 "OR5" 16 GAGE o GALV. STEEL `^ 1 O ANGLE O S CALE : 3" = 1' -0" 1. THIS SHUTTER SYSTEM 15 DESIGNED IN ACCORDANCE WITH THE SOUTH FLORIDA BUILDING CODE. 1994 EDITION AND THE BROWARO COUNTY EDITION. 2. POSITIVE AND NEGATIVE DESIGN PRESSURE CALCULATIONS SHALL BE PERFORMED FOR SPECIFIC JOBS IN ACCORDANCE WITH ASCE 7 -88 "MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES ", TABLES SHALL BE REFERENCED AT APPROPRIATE DESIGN LOADS. 3. STORM PANELS SHALL BE 3003 -1114 ALUMINUM ALLOY. 0.060" THICK. WITH A MIN. Fy. (BEFORE ROLLING) OF 21 KSI. ALUMINUM EXTRUSIONS SHALL BE 6063 -T6, U.O.N. 4. PRODUCT MARKINGS SHALL BE WITHIN 12" OF ONE END OF THE PANEL WITH A MIN OF ONE MARKING PER PANEL AND SHALL BE LABELED AS FOLLOWS: FLORIDA STORM PANELS, INC. OPA LOCKA, FLORIDA DADE COUNTY PRODUCT CONTROL APPROVED 5. ALL BOLTS AND WASHERS SHALL BE GALVANIZED OR STAINLESS STEEL WITH A MINIMUM Fy = 33 KSI. 6. MATERIAL SPECIFICATIONS NOTED HEREIN ARE THE MANUFACTURER'S REPRESENTATION OF MATERIALS USED IN PRODUCT TESTING. T. TOP & BOTTOM DETAILS SHOWN MAY BE INTERCHANGED AS FIELD CONDITIONS DICTATE. PANELS MAY BE MOUNTED HORIZONTALLY WHERE APPLICABLE. 3. PANELS UTILIZING A STEEL TUBE SHALL BE FASTENED AT OVERLAPS (12 -1/2" 0.C.), AT MIDSPAN TO A 1" x 1" x 16 GAGE STEEL TUBE USING 1/4 -20 x 3 -1/2" BOLTS W/ DIE CAST ALUMINUM WASHERED WINGNUTS OR JACKNUTS. (SEE TYPICAL ELEVATION 031. PANELS NOT UTILIZING STEEL TUBE SHALL BE FASTENED AT OVERLAPS (12 -1/2" 0 C.). AT MIDSPAN W/ 1/4 -20 x 1" MACHINE BOLTS WITH DIE CAST ALUMINUM WASHERED WINGNUTS OR JACKNUTS (SEE TYPICAL ELEVATIONS lr &Q). FOR PANEL SPANS LESS THAN 33" OVERLAP FASTENERS & TUBE ARE NOT REQUIRED. 9. THE DETAILS AND SPECIFICATIONS SHOWN HEREIN REPRESENT THE PRODUCTS TESTED FOR IMPACT. CYCLIC AND UNIFORM STATIC AIR PRESSURE IN CONFORMANCE WITH DADE COUNTY PROTOCOLS PA 201,202, AND 203. 10. AT LEAST ONE WARNING NOTE PER OPENING SHALL BE PLACED IN A CONSPICUOUS LOCATION ON ANY OF THE COMPONENTS OF STORM PANEL SYSTEM ADVISING THE HOME OWNER OR TENANT THAT THE STORM PANELS WILL NOT OFFER HURRICANE PROTECTION UNLESS ALL REINFORCING BOLTS ARE PROPERLY INSTALLEC, WHEN REQUIRED. 11. DESIGN BASED ON CONSTRUCTION TESTING CORP. (CTC) LAB REPORTS h 95 -036 & 8 96 -009. 1 -1/2" MIN. LYIN UILDI Y APF1OVED AS CO SOUTH FLORIDA DAT BY PRODUCT ONTROL DIVISION BUILDING CI 1E COMPLIANC OFFICE ACCEPTANCE NO.g6 - l): 4 • SHEAR FASTENER (3) 12" O.C. FOR DESIGN LOADS LESS THAN OR EQUAL TO 140 PSF AND 6" 0 C. FOR DESIGN LCAOS GREATER THAN 140 PSF. EXISTING STRUCTURE 125•• WITH THE CODE // 19% 6063 -T6 ALUMINUM 5 " MAX. ANGLE SCALE : 3" = 1' -0" .093" TYP. 11.50" 1 ANGLE SCALE : 3" = 1' -0" 1 r6 0 m ,'w o Y O Q � 4 e 0 . U. 0 z J a 4 4 ° P Q 0 0 n 0 3 w - J O O H 0. H m LL O. date z vi J W z a z CI: 0 1- Lti7 Q 0 O 0 ! ale AS NOTED rdesrgn by l VJK . 4 lat U1 0 Q m m a. J (0 LL N 3Y Z U 0 N J J Q r 0 FL Lic6n - No' PE O r r: 83 VI 1- a a 0 IA IA a a 0 9 '0 r� Z U� } ti ZI O P .0 0 / V.J. KNEZEVICM'\ PROFESSIONAt ENGINEER N 9 199► 1/6/96 drawn oy 00 (checked by' I V 1K J drawing no. 95 -549 sheaf 1 of 4 1 060" ALUMINUM STORM PANEL (305) 685-9000 GENERAL REVISIONS 96 KNEZEVICH revisions ' ' I i i, I i vL. (VERTICAL OR H 1 1 . .325" 5 00" 1.50" 1 150-i O STUDDED ANGLE SCALE : 3" a 1' -0" 4 . 085" 1. � I 251 .05 I I I 85 " WINGNUT ilt=7093" TYP 1/4 -20 S.S. MACHINE SCREW STUD p 6 -1/4" 0 C. SCALE HALF SIZE 1.50" )` 12,50" COVERAGE 1 WIDTH UNLIMITED (PERP TO PANEL SPAN) SECTION TENSION FASTENER @ 12" O.C. SEE ANC FOR ANY ACCEPTABLE ANCHOR EXISTING STRUCTURE t r PRODUCT MARKING LOCATION 14.50" STORM PANEL, O SCALE : 3" = 1' -0" X a s 0 m N VIEW 5 00" 13 TYPICAL ELEVATIQN FOR INSTALLATIONS BELOW 30' ABOVE GRADE W/ PANELS SPANS OF 101" OR LESS. W/ SEPARATION - FROM GLASS OF 2 -1/4" OR MORE BUT LESS THAN 3 ". PANELS MAY SPAN VERTICALLY AS SHOWN OR HORIZONTALLY. .0 /-"®0®00 OR PRODUCT MARKING (OPTIONAL LOCATION) MB" (TYP) "P" TRACK 60770M MOUNT. (DC) OR DIRECT MOUNT 0 SCALE HALF SIZE 2.750" 1, 00" 7. STANDARD CHANNEL SCALE HALF SIZE CUBE 1•' x 1" STEEL & FASTENERS) (SEE PLAN VIEW & NOTE 81 ( OUTSIDE) (INSIDE) OVERLAP FASTENERS TYP. (SEE NOTE It 8) 0 W J 0 0 W w 1 W z a 0. Cr z 0 0 In T 16 GAGE GALV STEEL NGLE CLOSURE PIECE: 1" x 2" MIN TO 2 "x5 "MAX. .469" I OPTIONAL LEG DIRECTION 16 GAGE GALV. STEEL GRADE 0 Z 0 0 x 0 O J 4 Li CC EXISTING STRUCTURE "h" HEADER SCALE : 3" = T'-0" OPTIONAL LEG OIRECTION - 16 GAGE GALV. STEEJ GRADE D 11.001 1.00" 11 SOFFIT CHANNEL SCALE HALF SIZE WIDTH UNLIMITED 1.00" 14 TYPICAL ELEVATION FOR ALL INSTALLATIONS SEE TABLE 2, PAGE 3 OF 4, FOR REQUIRED SEPARATION FROM GLASS. 5.00" 14 GAGE r GALV STEEL 5.00" MAX. 12 CLOSURE S CALE . 3" = 1' -0" (PERP. TO PANEL SPAN) SECTION ©Q ©O7 t'J OR r DIRECT MOU!)T FASTENERS (SEE PLAN VIEW & NOTE 8) 9077014 MOUNT. OR DIRECT MOUNT (OU TSIDE) (INSIDE) PLAN VIEW SCALE: 1 -1/2" = "h" HEADER SCALE : 3" = 1' -0" 14 SIDE MOUN'- (32 OR DIRECT MOUNT 11/32 "m n ■ .0 5/8"0 O GALV. STEEL GRADE 0 OR ALUM 1' - MIN. .085" KEYHOLE WASHER SCALE : HALF SIZE 1.00" 16 GAGE GALV. STEEL SCALE . 3" = 1' -0" in N 2.000" 062" 1.750" "U" HEADER SCALE : 3" = 1' -0" 16 GAGE STEEL TUBE SEE STORM PANEL SCHEDULE FOR MAX. SPAN (VERTICAL OR HORIZONTAL) 0 01 0 0 O 91 a 01 0, a 0 9 0 15 HORIZONTAL INSTALLATION 1t 1 "x r 16 GA STEEL UBE TYP (OPTIONAL) SEE NOTE 8 & TYPICAL ELEVATION. (OUTSIDE) W (INSIDE) 1 -3/4" OVERLAP 12 14 GAGE GALV. STEEL ANGLE CLOSURE PIECE 0 N 0 N GENERAL NOTES: BOTTOM MOUNT. 0203 OR DIRECT MOUNT 1 zs° 6063 -T6 ALUMINUM 5" MAX. ANGLE SCALE : 3" = 2 ", 3 ",4 "OR5" 16 GAGE o GALV. STEEL `^ 1 O ANGLE O S CALE : 3" = 1' -0" 1. THIS SHUTTER SYSTEM 15 DESIGNED IN ACCORDANCE WITH THE SOUTH FLORIDA BUILDING CODE. 1994 EDITION AND THE BROWARO COUNTY EDITION. 2. POSITIVE AND NEGATIVE DESIGN PRESSURE CALCULATIONS SHALL BE PERFORMED FOR SPECIFIC JOBS IN ACCORDANCE WITH ASCE 7 -88 "MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES ", TABLES SHALL BE REFERENCED AT APPROPRIATE DESIGN LOADS. 3. STORM PANELS SHALL BE 3003 -1114 ALUMINUM ALLOY. 0.060" THICK. WITH A MIN. Fy. (BEFORE ROLLING) OF 21 KSI. ALUMINUM EXTRUSIONS SHALL BE 6063 -T6, U.O.N. 4. PRODUCT MARKINGS SHALL BE WITHIN 12" OF ONE END OF THE PANEL WITH A MIN OF ONE MARKING PER PANEL AND SHALL BE LABELED AS FOLLOWS: FLORIDA STORM PANELS, INC. OPA LOCKA, FLORIDA DADE COUNTY PRODUCT CONTROL APPROVED 5. ALL BOLTS AND WASHERS SHALL BE GALVANIZED OR STAINLESS STEEL WITH A MINIMUM Fy = 33 KSI. 6. MATERIAL SPECIFICATIONS NOTED HEREIN ARE THE MANUFACTURER'S REPRESENTATION OF MATERIALS USED IN PRODUCT TESTING. T. TOP & BOTTOM DETAILS SHOWN MAY BE INTERCHANGED AS FIELD CONDITIONS DICTATE. PANELS MAY BE MOUNTED HORIZONTALLY WHERE APPLICABLE. 3. PANELS UTILIZING A STEEL TUBE SHALL BE FASTENED AT OVERLAPS (12 -1/2" 0.C.), AT MIDSPAN TO A 1" x 1" x 16 GAGE STEEL TUBE USING 1/4 -20 x 3 -1/2" BOLTS W/ DIE CAST ALUMINUM WASHERED WINGNUTS OR JACKNUTS. (SEE TYPICAL ELEVATION 031. PANELS NOT UTILIZING STEEL TUBE SHALL BE FASTENED AT OVERLAPS (12 -1/2" 0 C.). AT MIDSPAN W/ 1/4 -20 x 1" MACHINE BOLTS WITH DIE CAST ALUMINUM WASHERED WINGNUTS OR JACKNUTS (SEE TYPICAL ELEVATIONS lr &Q). FOR PANEL SPANS LESS THAN 33" OVERLAP FASTENERS & TUBE ARE NOT REQUIRED. 9. THE DETAILS AND SPECIFICATIONS SHOWN HEREIN REPRESENT THE PRODUCTS TESTED FOR IMPACT. CYCLIC AND UNIFORM STATIC AIR PRESSURE IN CONFORMANCE WITH DADE COUNTY PROTOCOLS PA 201,202, AND 203. 10. AT LEAST ONE WARNING NOTE PER OPENING SHALL BE PLACED IN A CONSPICUOUS LOCATION ON ANY OF THE COMPONENTS OF STORM PANEL SYSTEM ADVISING THE HOME OWNER OR TENANT THAT THE STORM PANELS WILL NOT OFFER HURRICANE PROTECTION UNLESS ALL REINFORCING BOLTS ARE PROPERLY INSTALLEC, WHEN REQUIRED. 11. DESIGN BASED ON CONSTRUCTION TESTING CORP. (CTC) LAB REPORTS h 95 -036 & 8 96 -009. 1 -1/2" MIN. LYIN UILDI Y APF1OVED AS CO SOUTH FLORIDA DAT BY PRODUCT ONTROL DIVISION BUILDING CI 1E COMPLIANC OFFICE ACCEPTANCE NO.g6 - l): 4 • SHEAR FASTENER (3) 12" O.C. FOR DESIGN LOADS LESS THAN OR EQUAL TO 140 PSF AND 6" 0 C. FOR DESIGN LCAOS GREATER THAN 140 PSF. EXISTING STRUCTURE 125•• WITH THE CODE // 19% 6063 -T6 ALUMINUM 5 " MAX. ANGLE SCALE : 3" = 1' -0" .093" TYP. 11.50" 1 ANGLE SCALE : 3" = 1' -0" 1 r6 0 m ,'w o Y O Q � 4 e 0 . U. 0 z J a 4 4 ° P Q 0 0 n 0 3 w - J O O H 0. H m LL O. date z vi J W z a z CI: 0 1- Lti7 Q 0 O 0 ! ale AS NOTED rdesrgn by l VJK . 4 lat U1 0 Q m m a. J (0 LL N 3Y Z U 0 N J J Q r 0 FL Lic6n - No' PE O r r: 83 VI 1- a a 0 IA IA a a 0 9 '0 r� Z U� } ti ZI O P .0 0 / V.J. KNEZEVICM'\ PROFESSIONAt ENGINEER N 9 199► 1/6/96 drawn oy 00 (checked by' I V 1K J drawing no. 95 -549 sheaf 1 of 4 1 060" ALUMINUM STORM PANEL (305) 685-9000 GENERAL REVISIONS 96 KNEZEVICH revisions • • 1/4'0 RAM. TAPPER CONC. SCREW • e GC• 1/4'0 RAIL UK /pd.T W/ 1-1 N I.E1 TN pOfjdE1E OR MASONRY. fOR WOOD AMUCA11OKS USE ON /4 -• x000 LAO OD 11ON INTO FRAMNQ 1-1/2" PEKTRA 02 23 / 98 17:07 E1651NG STRUCTURE coma STRICTURE © PLACE BELOW BOTTOM FRAME OR ADD WALL PLATE AT EACH MICRON AND f TO I \4' -20 SUO / NTH NUT I/4' -20 r 1 -I/2' BOLT k NUT OR MM OUT ----� 1/4' -20 BOLT NUT WALL MOUNT SECTION !GALE : a - f O CONT. ® CONT. TYPICAL OPEN POSITION 'DALE : s' w r-4Y' 1i 10313 & 13 r COSTING STRUCTURE LEXAN BACKING. TV. se SECTION ® at igt STRUCTURE ow. MP NO1T0M) 0 1/4' -20 AWM. BOLT & NUT • - .M' OD• x .062' not. ALUMINUM PIPE � - - .615' 0.0. x ..06r *E. AL.LYNUM PIPE AWN. PIPE ASSEMBLY • 24' O.C. MAX. SPACING BUILD OUT SECTION SOME : r -1'-or 3/16' LEXAN W/ 3/16'4 ALIVE POP RNVETS • 6' 0.C. ALL SIDES COHER w / NS ERT Q O , LUNG. ypltw . o u•.. 2 ■ 2 x .126' CONT. ALIAI. ROE MING ' ^�� -- STRUCTURE L. CI cCONT. 1 5 /r ) Q O 4' -20 MOINNE OOLT NUT• 16' O.C. r x .00r . ALUM. ANGLE 2' x 2' x .123' CONT. AIR/. ANGLE 1/4' -20 STUD w/ NUT AT EACH PLATE O 1/'0 RA TAPPER • 24 O.C. w/ 4 4 M. CONC. SCREWS EA. PLATE 0 —I O . TYPICAL SECTION ,A: 11 1 O TYPICAL SECTION !COLE : s• • 1'-d ALL MECRON OF ANGLE MG AND ORAC(ET EXISTING STRUCTURE I fj 4- 1 -1 4' NN1. ♦'„\.\1 2 -1/r 3/4' \, 3/4' ) •,,,, r' 1 / 4' -20 NOON E SOLT — thV.. TOP & BOTTOM) =AN BACKING. SEE SECTION eon ID roe .oar ALLIIL SOTT 3/4• • 1/4' -20 x 1/2' BOLT W/ 1/4 JACKNUT BUILD OUT SECTION !CUE : r - 1•-0r 2 - /6 SAPS (NTERNALL» AN AZ I.L'. r 0 CONT. $ 1 3/4' CUSS ®•2r13.C. w/ 1/4'0 RANI. TAPPER CONC. SCREWS EA. PLATE L — 2' x 6' x CONT. ALLAN. r''• (T1P. TOP & BOTTOM) 1/4' -20 STUD W/ NUT AT EACH PURE 0 «4 TYPICAL SIDE RAIL TO TOP & BOTTOM RAIL CONNECTION SCALE : 3 -1'-d CONT. 3/16'0 POP RIVET FRONT & BACK 0 TYPICAL CENTER MULLION TO L 0051144G fRATANG (0 -it ;:1, 4 1 , .•1- •t•TH Tt:c L i.9:1 � •.1tL to • SCUM ,:'., r qg • 8's_ rya { 111 hEFill GlV'!S;OtI [WANG TOP & BOTTOM RAIL CONNECTION A &GEPTANCE V Nfi. qg - 6?-131)(e) BoA►E : r - 1'-4r EXISTING WOOD FRAMING • CONT.". /4'0 WOO LAO ScYIEw • CONT. ts/C I f /r 4' -20 STUD w AT EACH PLATE 6 24' O.C. w/2 /4 111:300 LAG SCREW EAOI PLATE WALL MOUNT SECTION emu : s'. t• -O' •8EE N01p•&12 c 0 0 1• l H w U 0 to 40 U w N W Z 2 Q m .\ N E 4 N 1- I 4. u 0 N 4 t u W N W Z 1- x 1, } 6. 0 u •`� • t =:o 1 V..1. K0 a AO ° L LK No: PE L0'NOSB l L1J� dale y c oll - -� N �•1 itu 111 LL. arZiti °' :t e� I vac • 94 -187 1 •d!•t 2 of (AEG ADDITIONAL 44 -t /r UNITS AS RE0D.) 44-I/4' F .... * 22 -1 RY -• MA1l y I - 44 -t/4' MAX I r 1 �' 1!IIACN IDOrER I % 2 SEE RMLSCI p•— . I t - OTYP -, W4IER W U11a1 3® • Q1 TOP & BOTTOM RAIL oar 11GK[ , .4 'h" TRACK IIMF TONE OGAIx 1 lit - 1'-d 02/23/98 17:06 TYPICAL ELEVATION (SINGLE UNIT) O SIDE RAIL maw eau ® PLATE E4Mf RCM TOP RIYLO AND HINGE SHUTTER (TIP) SIDE RML® BOTTOM RAL IC1k© 3 "w IC CENTER MUWON war ova I MALE HINGE HALF SOME (ENTER MU 1 M/ INSERT 20 FAAL ® LOUVER BLADE IMIf SOME 13 CAMEL BACK HINGE NOM SOME TYPICAL ELEVATION (MUL11pt..E UNITS) ROME :&% -r-0 CO FEMALE HINGE RAW NNE TOP RAIL® AND HIKE SHUTTER (TIP) MOE RAIL® • -- BOTTOM RAIL 1Qk® REF SELF 0 LOUVER PLATE © STEEL PIPE INSERT K NOTE% 1. 1NS SAHARA SMATTER W OE9@m 11 =mow WIN RE SOUTH FLORIDA RUMS COOS. 1114 EDf1ION AIO IC 1904 SROWA110 COUNTY EDITION AS A IIUIIC ME SHUTTER OR A CANOPY SHUTTER FOR SHADE PURPOSES. SEE APPROPRIATE NOUES 0013E 1 ALARM CCIRU90NS SHALL LIE 1003 -15 AlwiaEfw ALLOY. U.O.M. 1 ALL STAINLESS OR O WASHERS STEEL TO OE A 3.1 Nil WNW YIELD STRFNGAH. AIL POP IME1S SHAH OE 3/10 DIAIf1Elt 6062 A U MUM ALU.OY. 4. 0ESGN OF SHUTTER Hs BABIED on HET TEST REPORT I. HER 04 -377 AND HER 04 -371 6. EACH SMATTER ASSOR3LT SHALL M PERMANENTLY U&LfD AS 40110W5c HURST AIRING CO. INC. NW" BADE COUNTY MIOD. APPR0. li 1HE PMAIT HOLDER SHAM W0FY TIE AOEO LACY OF 101E EIOSTNO STRUCTURE 10 SUSTAIN THE LEN WPM/POSED LOADS AND TO MIRY ALL OSTEN901K AT THE JDO SIE BEFORE CCHOE ICING RTH THE NOM 3MHMIA 111RER FOR IRMINCAIE PRO®GTOIt 7. 516 omits A►0 SWFTCAl10N4 saw IIFREI4 RE' .304T DE PRODUCTS TESTED KOR YPACT, CIATUC MID MEOW STATIC MR P AND 203 RASH OE90* WADS POUM S: PROIOCOIS - POMP& DEfr01 WAD 00 PSF - IEQATPE DMA L011D • POSIINE AUD 1ETA1YE RENON PRESSURE CAW.LATIONS FOR DR0301OS STALL EE PERFORATED N ACO ROAN E MTi ASCE 7-10 a 2-03 'N111RRH OCITI / LOADS FOR SWIM AND OTTER STRUCTURES" 1111 A RAMC 1100 SPEED OF 110 MI OR AS REBURIED SY COIR'110RG AUTHORITY. 00991 PRESSURE OF POOIET+TID OPOIRIG SHALL OE LESS THUW at EQUAL TO THE RAND DE9011 PRESSURES. ▪ 111S SHUTER SHALL HE MINDED SR1 A PERMANENT UU1EL R4STEWC1t1O THE 0111ER OR TE RMIT 10 CLOSE AND FASTEN NE SHUTTER TO ME NAIL CURING PERIODS Of TIME AS ARE OE904A1ED ItY DE ILS REAMER BUREAU AS Nt1110 A HURRICANE WNW OR 1Q P09T1E AND NEGATIVE DESIGN PRESSURE CALCULATIONS FOR OULOWOS SHALL HE PEIEONIED N ACCOIIOMNE Mil ASCE 7 - 00 a 7 ¶a111RI MUM LOADS FOR RUMENS MD OTIFR STIUCNNIES• VIM A SASE END SPEED Of 7S MI OR AS REMIND SY C01i9YEMG AIU1lo3TY. 00904 MERE RE OF OPENING SHALL NE LESS MAN OR EQUAL TO 1E RATED MEM FIESSUFEICOMIIMPONDINO TO THE OPEN OR CLOSED RETALIATION RAMNGS RIME. .859_. - • A ?PROVE! AS ( w,r1_ 1 : : . SCUTI: fl3RIiA A. 1. ► 13_.� Et L . - I•RGIL'C ^l::i TI:L DIv::iut1 i1tIILCIN:: CODE COMPiIANCE OFFICE ACCEPTANCE N0.gg -(') j .6 Cl Tret ,O o V * N Z h O. A n CO ) C J W 0 u H a. < 4i V Z O E W ' co N < 4 • 4' a AS f LL _ X C3 tr ? u- 0 1A > 1 4 d at W rA N Y o Ill 0 NI Z € Y d 74 4 r cc co 2 m INEZENCIT PRMIL TONAL ENERREER FL Li-:Efl a N0 • 001 i F EB 3 1998 94 -187 1� so. — •c COPYRIGHT 1998 KNEZEVICM & ASSOCIATES, INC. (ADD Ca41FF :22I 0•-• MltUONS AS RE4b.) - p•— I OTYP -, W4IER W U11a1 3® • Q1 TOP & BOTTOM RAIL oar 11GK[ , .4 'h" TRACK IIMF TONE OGAIx 1 lit - 1'-d 02/23/98 17:06 TYPICAL ELEVATION (SINGLE UNIT) O SIDE RAIL maw eau ® PLATE E4Mf RCM TOP RIYLO AND HINGE SHUTTER (TIP) SIDE RML® BOTTOM RAL IC1k© 3 "w IC CENTER MUWON war ova I MALE HINGE HALF SOME (ENTER MU 1 M/ INSERT 20 FAAL ® LOUVER BLADE IMIf SOME 13 CAMEL BACK HINGE NOM SOME TYPICAL ELEVATION (MUL11pt..E UNITS) ROME :&% -r-0 CO FEMALE HINGE RAW NNE TOP RAIL® AND HIKE SHUTTER (TIP) MOE RAIL® • -- BOTTOM RAIL 1Qk® REF SELF 0 LOUVER PLATE © STEEL PIPE INSERT K NOTE% 1. 1NS SAHARA SMATTER W OE9@m 11 =mow WIN RE SOUTH FLORIDA RUMS COOS. 1114 EDf1ION AIO IC 1904 SROWA110 COUNTY EDITION AS A IIUIIC ME SHUTTER OR A CANOPY SHUTTER FOR SHADE PURPOSES. SEE APPROPRIATE NOUES 0013E 1 ALARM CCIRU90NS SHALL LIE 1003 -15 AlwiaEfw ALLOY. U.O.M. 1 ALL STAINLESS OR O WASHERS STEEL TO OE A 3.1 Nil WNW YIELD STRFNGAH. AIL POP IME1S SHAH OE 3/10 DIAIf1Elt 6062 A U MUM ALU.OY. 4. 0ESGN OF SHUTTER Hs BABIED on HET TEST REPORT I. HER 04 -377 AND HER 04 -371 6. EACH SMATTER ASSOR3LT SHALL M PERMANENTLY U&LfD AS 40110W5c HURST AIRING CO. INC. NW" BADE COUNTY MIOD. APPR0. li 1HE PMAIT HOLDER SHAM W0FY TIE AOEO LACY OF 101E EIOSTNO STRUCTURE 10 SUSTAIN THE LEN WPM/POSED LOADS AND TO MIRY ALL OSTEN901K AT THE JDO SIE BEFORE CCHOE ICING RTH THE NOM 3MHMIA 111RER FOR IRMINCAIE PRO®GTOIt 7. 516 omits A►0 SWFTCAl10N4 saw IIFREI4 RE' .304T DE PRODUCTS TESTED KOR YPACT, CIATUC MID MEOW STATIC MR P AND 203 RASH OE90* WADS POUM S: PROIOCOIS - POMP& DEfr01 WAD 00 PSF - IEQATPE DMA L011D • POSIINE AUD 1ETA1YE RENON PRESSURE CAW.LATIONS FOR DR0301OS STALL EE PERFORATED N ACO ROAN E MTi ASCE 7-10 a 2-03 'N111RRH OCITI / LOADS FOR SWIM AND OTTER STRUCTURES" 1111 A RAMC 1100 SPEED OF 110 MI OR AS REBURIED SY COIR'110RG AUTHORITY. 00991 PRESSURE OF POOIET+TID OPOIRIG SHALL OE LESS THUW at EQUAL TO THE RAND DE9011 PRESSURES. ▪ 111S SHUTER SHALL HE MINDED SR1 A PERMANENT UU1EL R4STEWC1t1O THE 0111ER OR TE RMIT 10 CLOSE AND FASTEN NE SHUTTER TO ME NAIL CURING PERIODS Of TIME AS ARE OE904A1ED ItY DE ILS REAMER BUREAU AS Nt1110 A HURRICANE WNW OR 1Q P09T1E AND NEGATIVE DESIGN PRESSURE CALCULATIONS FOR OULOWOS SHALL HE PEIEONIED N ACCOIIOMNE Mil ASCE 7 - 00 a 7 ¶a111RI MUM LOADS FOR RUMENS MD OTIFR STIUCNNIES• VIM A SASE END SPEED Of 7S MI OR AS REMIND SY C01i9YEMG AIU1lo3TY. 00904 MERE RE OF OPENING SHALL NE LESS MAN OR EQUAL TO 1E RATED MEM FIESSUFEICOMIIMPONDINO TO THE OPEN OR CLOSED RETALIATION RAMNGS RIME. .859_. - • A ?PROVE! AS ( w,r1_ 1 : : . SCUTI: fl3RIiA A. 1. ► 13_.� Et L . - I•RGIL'C ^l::i TI:L DIv::iut1 i1tIILCIN:: CODE COMPiIANCE OFFICE ACCEPTANCE N0.gg -(') j .6 Cl Tret ,O o V * N Z h O. A n CO ) C J W 0 u H a. < 4i V Z O E W ' co N < 4 • 4' a AS f LL _ X C3 tr ? u- 0 1A > 1 4 d at W rA N Y o Ill 0 NI Z € Y d 74 4 r cc co 2 m INEZENCIT PRMIL TONAL ENERREER FL Li-:Efl a N0 • 001 i F EB 3 1998 94 -187 1� so. — •c COPYRIGHT 1998 KNEZEVICM & ASSOCIATES, INC. Jril} si t 3eIQ THI INFO mtnotl gtl i j$ t PR4PC tfO cONTSACTO 34+0 IS sUelE« TO RITO4N uPgrt Jt4QUt$l. 414 TO Bi gut! pt!I, o THE PUkPOSt t0; no li vos t%PBES$tr t¢ REO At+O NOT TO BC V$06 IN, APT r A1111 pitkIttiTAt TO THE itil'tStill Pi O ntAtT4ot. q • NOMOI i �' f ,z'fRAJ / J r ei• " —F . ,I I '/1 j J'.'I • . ,J, 4;t,u;Cott:'%' tre r ^;%F �c't G�. L -'4 F Xt tt s f,,,tpt�. 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