Loading...
55 NE 99 St (16)ANCHOR SCHEDULE FASTENER MAXIMUM SPACING (INCHES) REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS DQSTING STRUCTURE ANCHOR TYPE LOAO (W) PSF MAX (SEE NOTE 1 ) MIN. 3/4• EDGE DISTANCE SPANS UP TO (SEE NOTE 1) SPANS UP TO (SEE NOTE 1) SPANS UP TO (SEE NOTE 1) SPANS UP TO (SEE NOTE 1) CONNECTION 1 TYPE 2 3 4 5 CONNECTION 1 TYPE 2 3 4 5 CONNECTION • 1 TYPE 2 3 4 5 CONNECTION 1 TYPE 2 3 4 5 _ I OOOM innnnn�unnmmn® 1 /4"0 W000 LAG W/ 1 - 3/4" MIN. THREAD PENETRATION SHEAR PARALLEL OR PERP. TO WOOD GRAIN 4 8.0 62.0 72 0 12 12 12 12 12 12 11 8 7 �N 12 12 10 12 12 12 8 5 11 8 12 12 12 12 7 5 4 3 10 7 10 7 7 7 7 12 12 12 12 12 4 4 4 4 4 3 7 6 - 6 6 12 6 4 12 7 7 12 12 12 5 4 4 3 J r 16 7 6 9 7 7 12 12 12 4 3 6 12 7 12 12 I J ' 3 / 8 6 4 i 6/ 6 6 92.0 210 0 1 l- 1111111111111111Un1111111111111a 1 /1 "0 ITW TAPCON W/ 1 - 1/4" MIN; EMBEDMENT (MIN. 3,100 P.S.I. CONCRETE) 8 12 12 9 6 12 - 12 7 5 6 11 6 4 3 9 4 3 3 9 4 5 11 116 4 8 - 8 4 3 4 7 4 �-5 3 / 5 3 7 12 12 6 6 11 12 6 5 6 11 5 4 3 - 8 4 3 - 8 4 12 7 12 6 11 5 11 5 12 7 11 5 9 4 8 4 8 4 12 10 12 8 12 7 12 6 12 6 6 12 6 4 11 5 4 11 5 4 11 5 4 11 5 5 10 4 3 8 4 3 8 4 12 12 12 12 12 12 12 12 12 12 12 9 4 12 7 12 12 12 12 12 10 12 12 A 9 12 6 12 12 12 12 12 12 12 12 10 10 12 0 3 10 5 12 12 11 12 12 12 12 12 10 12 12 8 9 12 6 9 4 12 12 12 12 12 11 12 12 10 11 12 12 12 8 12 - 12 10 7 9 12 8 5 4 12 7 4 4 12 7 8 12 12 9 6 12 12 7 5 6 11 6 4 3 9 3 3 9 12 12 12 12 12 12 12 12 12 12 12 12 10 9 12 10 7 9 12 10 8 12 12 9 6 12 12 7 5 6 11 6 4 3 - 9 4 3 3 9 8 12 12 10 6 12 12 8 5 7 12 7 4 - 3 9 5 3 3 9 5 12 4 7 3 4 3 3 3 3 12 12 11 12 9 12 7 9 7 9 6 5 4 ANCHOR TYPE *1 1/4 "0 ELC0 MALE/ FEMALE PANELMATE" W/ 1 -1/4 MIN. EMBEDMENT L 1/4 -20 MACHINE SCREW WITH NUT (MIN. 3.000 P.S.L CONCRETE) U Z v 1/4 "0 POWERS CALK -IN W/ 7/12" EMBEDMENT L 1/4 -20 STAINLESS STEEL MACHINE SCREW (MIN. 3,000 P.S.I. CONCRETE) 1/4 "0 POWERS ZAMAC NAIL - IN W/ 1 - 1/8" MIN. EMBEDMENT (MIN. 3.000 P.S.L CONCRETE) U O m 3 0 0 I n -1 1 1 1 1 1 1 n 11 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 11 1 1 1 /4 "0 ITW TAPCON W/ 1 -1/4" MIN. EMBEDMENT ,I` 4 8.0 12 12 11 MOO * 51( I 62.0 12 12 8 1/1 "0 ELCO MALE/ FEMALE - PANELMATE" W• 72.0 12 12 1 1 - 1/4 MIN. EMBEDMENT L 1/4 -20 MACHINE 92.0 9 12 5 SCREW WITH NUT 210.0 3 8 4 1 48.0 12 12 9 62.0 12 12 7 72.0 12 12 6 92.0 8 10 5 210.0 3 7 3 48.0 12 12 9 62.0 11 11 7 1/4 "0 POWERS 72.0 10 10 6 2AMAC NAIL -IN w/1-1/6 92.0 6 8 4 MIN. EMBEDMENT 77 210.0 / 5 3 1/4'0 POWERS CALK -IN W/ 7/0" EMBEDMENT L 1/4 -20 STAINLESS STEEL MACHINE SCREW LOAD 1 PSF MAX (SEE NOTE 1) 4 8.0 62.0 72.0 92.0 210.0 48.0 62.0 72.0 92.0 210.0 48.0 62.0 72.0 92.0 210.0 48.0 62.0 72.0 92.0 210.0 • ANCHOR SCHEDULE FASTENER MAXIMUM SPACING (INCHES) REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS MIN. 3" EDGE DISTANCE SPANS UP TO 5' -8" (SEE NOTE 1) CONNECTION TYPE 1 2 3 4 5 12 12 12 9 12 12 11 7 12 - 12 10 6 11 12 7 5 4 11 5 3 12 12 11 7 12 - 12 8 6 12 - 12 7 5 9 12 5/4 3 8 4 12 12 12 12 12 12 12 12 11 12 12 8 7 12 6 12 12 12 12 - 12 10 12 - 12 8 9 - 12 6 3 9 12 12 11 8 6 48.0 12 12 9 62.0 12 - 12 6 72.0 10 10 6 92.06 - 8 4 210.0 ! 5 3 MIN. 2" EDGE DISTANCE SPANS UP TO SPANS UP TO SPANS UP TO 8 ' -0 .. 9• - 0- (SEE NOTE 1) (SEE NOTE 1) (SEE NOTE 1) CONNECTION CONNECTION CO TYPE TYPE 1 2 3 4 5 1 2 3 4 5 1 12 12 10 7 12 9 Q 1212 8 5 ' 8 12 7 4 4 11 5 9 3 4 11 S 3 � 12 12 0 5 11 12 6 6 11 5 3 8 4 3 8 4 12 12 12 12 12 12 7 12 7 12 4 3 11 9 7 6 6 4 3 N T 2 N ECTION YPE 3 4 5 1 SPANS UP TO SPANS UP TO 5, - 8" 8, -0.. (SEE NOTE 1) (SEE NOTE 1) CO N T 2 NECTION YPE 3 4 5 CO N T 2 NECTION YPE 3 4 5 SPANS UP TO 9' -0" (SEE NOTE 1) CON T 1 2 NECTION YPE 3 4 5 SPANS UP TO 13' -1" (SEE NOTE 1) CON T 1 2 NECTION YPE 3 4 5 4 4 4 3 4 3 4 3 3 3 3 8 7 7 7 7 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 ANCHOR NOTES: 1. SPANS AND LOADS SHOWN I1ERE ARE FOR DETERMINING ANCHOR SPACING ONLY. ALLOWABLE YHN E TABLE STORM M SHE 5 S FOR SPECIFIC LOADS MUST BE LIMITED TO THOSE 2. ENTER ANCHOR SCHEDULE BASED ON THE EXISTING STRUCTURE MATERIAL. OR EQUAL TO NEGATIIVE DESIGN LOAD DISTANCE. SELECT ND SELECT GREATER GREATER THAN OR EQUAL TO SHUTTER SPAN. • 3. EXISTING STRUCTURE MAY BE CONCRETE. HOLLOW BLOCK OR W000 FRAMING. EXISTING STRUCTURE SCHEDULE ANO APPROPRIATE PROPER CONNECTION TYPES SEE ON TYPE OF MOUNTING SECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. 4 ANCHORS AALL E INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS. 5. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES WALL FINISH OR STUCCO. 6. VARY. FIELO R THAT FASTENERS ARE M INTO ADEQUATE W000 FRAM M CONDITIONS MEMBERS, NOT PLYWOOD. FASTENING TO PLYWOOD I5 ACCEPTABLE ONLY FOR SIDE CLOSURE PIECES. 7. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING. FASTENER SHALL BE LOCATED IN CENTER OF NOMINAL 2" x 4" (MIN) WOOD STUD. 3/6" "SOUTHERN DISTANCE IS G ACCEPTABLE 5 EATER WOOD FRAMING. LAG WOOD SHALL SHALL PHILLIPS PAN HEAD OR HEX HEAD. 8. MACHINE NNY THREADS IN HAVE EITHER A PAN HEAD, TRUSS HEAD. OR WAF BASE ANCHOR AND MAY WAFER HEAD (SIDEWALK BOLT). U.O.N. 9. X DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. 10. RE NUT H ANCHORS I C H ARE REMOVABLE BY REMOVING MACHINE SCREW. 11. FOR BUILD -OUT MOUNT SECTION @ ANCHOR SPACING SHALL NOT EXCEED 8 - 1/2" O.C. 12. FOR BUILD -OUT MOUNT SECTION E, ANCHOR SPACING SHALL NOT EXCEED 6" O.C. PRODUCT RENEWED SOUTH t D AS A C BUI DINGOCODE( TILE ° - Il l o o l F gp'ANCE Na OAT rr (ZIO_2Jl 19 110 DATE n ; �Y 7 007 B T PRODUCT ROL 011(!5i0:1 BY BUILDING CODE COMPLIANCE OFFICE FILO CONTROL DIVISION BUILDING CODE : OMPLI .NC ACCEPTANCE NO. OFFICE . 02 I N 0 0 0 0 0 I c 0 u G e e 0 3 0 V 1 M V i FL Lk 4 v i v 3 9 2 ti 6 m 9 3 a C) 00 V. J. KNELF PROCESSION LI EE o No 09133 2 07/23/96 C0 1 drawn MC N01(O rda sign by chn M d by I VI< VIN 111 drawing nu 99 -802 I steel 6 o 6 1999 KNEZEVICM MINIMUM SHUTTER SEPARATION FROM GLASS (IN) DOSIIIVE DESIGN LOAD (WI (P571 ACTUAL SPAN IF? . IN) MIN SEPARAt'0N FROM GLASS 7 O •StALLA110NS LESS THAN 31• ABOVE GRADE (PICK 51 MIN SEPARATION FROM GLASS FOR INSTAtLAI•NS GREATER DIAN )1• ABOVE GRADE (INCHES) 30 0 S - 0 2.7/1 1 -1/2 7 - 0 7.7/8 1 - 5 /1 0 - 0 2 -7/0 1.5/1 31 - 0 3 2 -111 13. 7 3 - 3/4 2.3/4 40.0 5 - 0 7 -7/8 1 -313 7 - 0 2 -7/8 1 -5/8 0 - 0 7.7/0 1 -5/8 n.0 3 7.1/4 17 - 11 3 -3/4 7 50.0 s•o 2.7/8 1 -V2 7 - 0 7.7/1 1 -5/8 1 - 0 2 -7/e 1 -1/4 17 - 0 3 2 -1/7 12 - 7 3 -3/4 3 60.0 S - 0 1 -7/8 3-1/7 7 - 0 7.7/8 1 -5/1 8 - 0 2 -7/8 I -3/4 IT- 0 ) 1 -1/4 77 - I 3-)/4 3 70.0 S - 0 2.7/0 7.1/2 7 .0 7 -7/8 1 -5/8 0 - 0 2 -7/8 1 -7/8 9 - 6 3 7 -1 /4 10 -4 3 2 -5 /0 80.0 5 - 0 7 -7 /8 1 -1/2 1 - 0 7 -1/0 1 - 3/4 e - 0 2 -7/8 1 -7/8 11.0 3.1/11 3.1/0 17 - 7 4 4 90.0 5 - 0 2 -7/0 1 -1/2 7 - 0 2.7/0 1 -3/4 8 - 0 2 -7/8 3 71 - 0 3.3/8 3 -3/8 11 6 3 -7/8 4 100.0 5 - 0 2 -7/8 1 -1/3 7 - 0 2 -7/8 1 -3/4 0 - 0 2 - 7 / 0 2 9 - 0 3 2 -7/4 10 - 3 3 3 MAXIMUM ALLOWABLE SPAN SCHEDULE N[O DESIGN LOAD IP571 MIA ALL MOUNTING (OW411006 Ex((P1 E [ i IF T • 041 TYPE I DETAK C) OR DETAK ©v/ SINGLE ANGLE REOWREO )• 3/4 - MAX 00 107 • 1N1 TYPE C OE IAA. [O OOUO/E ANGLE ocouuREO 3.314 MAX. 00. IF T • 44) TYPE 0 DETAIL 1 -3 /10 MAX. 0 0 V 1 • IN) 100 13 • 1 It • 4 12 • 1 17 • 1 100 13 • 1 II • 0 33 • 1 11 - 2 41 0 12 • 11 10 • 0 12.5 10 - II 400 12 -4 1.9 70. 10 - 0 S20 12 -1 9.4 1 -7 9 S60 II • 11 1-0 / -0 1- 3 815 11- 1. 0 1 -ID 6J) 11 - 6 1. 6 0. 6 1. 1 66 0 10 - 11 1 - 3 1. 3 1- 5 61 5 10 - 1 1. 3 1- 3 1- S 11 I 10 • 3 1. 0 1. 0 1- 2 150 1 -1 / -0 7 -1 1-0 11.4 0- 11 7. 0 7- 0 1- 4 161 1- S 6- 7 6 .) 6- 10 vi t. 1. 0 6- 3 6- 3 6- 6 100 T - 3 3.1 S 6 0 110 0 6. 1 5. 2 5 2 5 - 5 121 0 6 •) 4- 9 4- 1 5- 0 3)00 5-7 4 -5 4. 4.2 Hs 5.2 4•) 4 -I 4 -3 1500 4 - 10 3 - ID 3 - 10 4 • 0 111 0 4- 6 3• 2 0 3 7 3 5 (loo 4 -3 3 - 4 3 - 1 3-6 161 0 4- 0 3- 2 3- 2 3- 4 160 3- 10 3- 0 3 -0 3- I 2000 3• 7 2- 10 2- 70 3- 0 2100 3 -5 3.0 2 -1 2 -70 A 0 O ALT. CLOSURE DETAIL SCALE' 3 • Y -O r 2 . • 1/0" ALUM ANGLE 3 410 1EK SCREWS OR 3- 3/16 "• ALUM POP RIVETS ITYP.) - 2" • 2" • I/O ALUM. TUBE 6063 -16 ALLOY FASTENER (1 74" O.C. (USE ANY ANCHOR IN ANCHOR SCHEDULE) 1i4.1C EITHER (0N01TION MAY BE TYPICAL FOR EITHER SIDE ON CORNER CLOSURE DETAIL SCALE 3" • t• -0" 410 • 1/7" GALVANIZED SMS OR 7/16 - • ALUM POP RIVET 01. 18 - DC. 7" • 1" it .05S" . 1 • 2" • .O55 "; 3" • 3" • .055" ; 6" .05S" OR 3" • S" • .125" AL. ANGLE 010 1EK SCREW OR 3/14 - • ALUM. POP RIVET 24 0.C. 11 YP TWO 1I4 - 0 FASTENERS EACH ANGLE (SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR) NOTES 1. REFERENCE APPROPRIATE COLUMN IN TABLE 1 BASED ON MOUNTING CONDITION IN FIELD. 2. FOR DESIGN LOADS BETWEEN TABULATED VALUES, USE NEXT HIGHER LOAD OR LINEAR INTERPOLATION MAY BE USED TO DETERMINE ALLOWABLE SPANS. 3. ENTER TABLE 1 WITH NEGATIVE DESIGN LOAD TO DETERMINE MAX, SHUTTER SPAN. 6. ENTER TABLE 2 WITH POSITIVE DESIGN LOAD 10 DETER/11NC MIN. SHUTTER SEPARATION 011041 GLASS SCALE: r • 1• -0 SCALE 3 • 1• -0 r.2"•.125 ALUM. ANGLE CONT. FASTENER 24 0 C. (USE ANY ANCHOR IN ANCHOR SCHEDULE 0 ALT. CLOSURE DETAIL 1/4-20 TRUSS HEAD 80115 0. NUTS W/ LOCK WASHERS P 24" 0 C. 010 • 1/7" GALVANIZED SMS OR 3/16 - • ALUM. POP RIVET I@ 10"0C. Y• Y•.OSS "4I BSS': r • r ■ .05S" ; 2" x 4 • OSS OR 2" • S" • .12S Al. ANGLE EXISTING STRUCTURE HALF 0,0 USE MALE OR FEMALE AS 6E0011120 ALT. CORNER CLOSURE DETAIL A 0 2 MIN. SHUTTER SEPARATION FROM GLASS {SEE SCHEDULE SHEET 5) 0.062" THICK RECESSED SILL 3105 -H32 OR 6063 -16 ALUM. ALLOY (1/0" BELOW CONCRETE) SCALE ' 3 • 1'- 0" 4 t 0 N W H ALTERNATE FLOOR MOUNT DETAIL = 1 /4" MAX U Z z - VI G7 H W H �u _ O U0 O N N (/3 a Q W od W Z W Uu - W N � N Wz z o -Y u PRODUCT RE b J NEWE ACCEPTANCE No. 1 V' • f dO/ Od EXPIRATION DATE By PRO T CONTROL DIVISION BUILDING CODE COMPLIANCE OFPCE� APPROVED AS COMPLYING WITH THE FL TH IR I DAIESOU • OY . PRO_ DUCT CO, A BUILDING CODE U l DIVISION BUILDING CODE COMI'LIM CE OFFICE ACCEPTANCE NO, % l ( o EXISTING STRUCTURE MIN. 3,000 PSI CONCRETE CONCRETE FASTENER (1 8'• 0 C. ANY SCHEDULED FASTENER IS ACCEPTABLE D 0 tw 4D L z 0 O O a i 0 • 4 4 O 3- 3 f E D M • S N 1 f M 8 Y H t: V 3 0 M ) 0 0 3 e No FL Liz P 0 090)3 g leg 414 Old 0 9 • 0 7k cn 0 V.J. KN£Z PnQFEs lox .E • INTER 999 07/23/96) a(a • drawn by AS NOWT ' HC d43 g41 bT� ch4444d b VIX VIM drawing no �9 -802 sneer 5 of 6 MAXIMUM DESIGN WIND LOADS (PSF) FOR ANY TRIBUTARY AREA DESIGN WIND LOADS (PSF) MEAN ROOF HEIGHT TRI B. AREA > 20 SQ. FT. MEAN ROOF HEIGHT COASTAL DR NON- COASTAL BUILDING ZONES MEAN ROOF HEIGHT POSITIVE Zone(4) & <5) NEGATIVE Int. Zone <4) NEGATIVE End Zone <5) 0 -15 43.2 -45.9 -57.2 > 15 -20 46, 9 -49, 9 -62. 1 > 20 -25 50.0 -53.1 -66.2 > 25 -30 52. 7 -56.0 -69. 7 > 30 -40 57.2 -60.8 -75.7 > 40 -50 60.9 -64.8 -80. 7 > 50 -60 64.2 -68.2 -85.0 MAXIMUM DESIGN WIND LOADS (PSF) FOR ANY TRIBUTARY AREA MAXIMUM DESIGN WIND LOADS (PSF) FOR ANY TRIBUTARY AREA MEAN ROOF HEIGHT COASTAL OR NON - COASTAL BUILDING ZONES MEAN ROOF HEIGHT POSITIVE Zone(4) & <5) NEGATIVE Int. Zone <4) NEGATIVE End Zone(5) 0 -15 45.1 -47.9 -61.5 > 15 -20 49.0 52.2 -52.0 -55.4 -66.8 -71.2 > 20 -25 > 25 -30 55. 0 -58. 3 -75.0 > 30 -40 59. 7 -63.3 -81.4 > 40 -50 63. 7 -67.5 -86.8 > 50 -60 67. 1 -71. 1 -91.4 MAXIMUM DESIGN WIND LOADS (PSF) FOR ANY TRIBUTARY AREA DESIGN WIND LOADS (PSF) MEAN ROOF HEIGHT TRI B. AREA > 50 SQ. FT. NEGATI VE Int. Zone(4) COASTAL OR NON- COASTAL BUILDING ZONES MEAN ROOF HEIGHT POSITIVE Zone(4) & <5) NEGATIVE Int. Zone(4) NEGATIVE End Zone(5) > 15 -20 0 -15 40.6 -43.4 -51.4 > 15 -20 44. 1 -47, 1 -50.2 -55, 8 -59.5 > 20 -25 47.0 > 25 -30 49.5 -52. 9 -62.7 > 30 -40 53.8 -57. 4 -68.0 > 40 -50 57.3 -61. 2 -72.5 > 50 -60 60.4 -64.4 -76.4 MAXIMUM DESIGN WIND LOADS (PSF) FOR ANY TRIBUTARY AREA COASTAL DR NON COASTAL BUILDING ZONES MEAN ROOF HEIGHT POSI TI VE Zone(4) 8. <5) NEGATI VE Int. Zone(4) NEGATI VE End Zone(5) 0 -15 41.3 -43.8 -56.1 > 15 -20 44.8 -47.5 -60.9 > 20 -25 47.8 -50.6 -64.9 > 25 -30 50. 3 -53.3 -68. 4 > 30 -40 54. 7 -57, 9 -74. 2 > 40 -50 58.3 -61.7 -79.1 > 50 -60 61.4 -65.0 -83.3 DESIGN WIND LOADS (PSF) TRI B. AREA > 50 SQ. FT. COASTAL OR NON- COASTAL BUILDING ZONES MEAN ROOF HEIGHT POSITIVE Zone <4) & (5) NEGATIVE Int, Zone <4) NEGATIVE End Zone(5) 0 -15 37.2 -39. 7 -47.0 > 15 -20 40.4 43. 1 4:4 - -43. 1 -46. 0 -48. 4 - -51.0 -54, 3 -57.2 > 20 -25 > 25 -30 > 30-40 49. 3 -52, 6 -62. 1 > 40 -50 52.5 -56.0 -66.2 > 50 -60 . 55. 4 -59. 0 -69, 8 DESIGN WIND LOADS (PSF) TRI B. AREA > 20 SQ. FT. V COASTAL DR NON - COASTAL BUILDING ZONES MEAN ROOF HEIGHT POSITIVE Zone(4) 8. <5) NEGATI VE Int. Zone<4) NEGATIVE End Zone<5) 0 -15 39.6 - 42. 0 -52.1 > 15 -20 42. 9 - 45. 6 -48.6 -51.2 -56. 6 -60. 3 -63. 6 > 20 -25 45. 8 > 25 -30 48.2 > 30 -40 52. 4 -55.6 -69. 0 > 40 -50 55.8 -59.3 -73.6 > 50 -60 58.8 -62.4 -77.5 ASCE 7 -88, 7 -93 DESIGN LOADS FOR COMPONENTS & CLADDINGS BUILDINGS WITH A MEAN ROOF HEIGHT < 60 FT. NOTES. ROOF SLDPE, 0 > 1 0 0 ROOF SLOPE, 0 < 1 0 1. TABULATED DESIGN VI ND LEADS ARE BASED W ASCE 7 -88 AND 7 -93 SFECIFI CAT I WS FOR COMPONENTS AND CLADDINGS. THE FOLLCVING DESIGN CRI TERI A ARE USED A MEAN ROOF FEIGHT LESS THAN OR EOLAL TO 60 FEET. B. BASIC WIND SPEED 110 MPH C. AN IMPORTANCE FACTOR IF 1.03 FOR CATEGORY I STRUCTURES. FIR CATEGORY 11 AND III STRUCTURES, MULTIPLY APPLICABLE LOAD BY 1.12. D. TRIBUTARY AREA AS NOTED. 2. DESIGN LOADS ARE APPLICABLE FOR COASTAL. AND NW- COASTAL BUILDING ZONES. EXPOSURE 'C' IS USED FOR ALL BUILDINGS LESS THAN 60 FEET. 3. POSITIVE AND NEGATIVE LOADS FOR ALL FLOORS ARE BASED UPON THE MEAN ROCS HEI GHT OF THE HUI LDI F OT2 STRUCTURE. 4, BUILDING ZONES SHALL BE DETERMINED IN ACCORDANCE VITH THE DI AGRAM SHOWN. DI HENS 1 W ' n' EQUALS 107. OF MI NI HUM DUI LDI NG WIDTH GR 40X OF MEAN ROOF Nu GAT (h), VHI CIEVER 15 SMALLER, BUT NOT LESS THAN EI TIER 4% DF MI NI MUM VI DTH OR 3 FEET. 2. I1' 12 5. U NEAR INTERPOLATION MAY BE USED FLR VALUES BETWEEN TABULATED ELEVATI DNS. 6. TRIBUTARY AREA REFERS TO THE AREA OF LOAD THE SYSTEM CR COMPONENT RESISTS. FOR SYSTEMS SU01 AS STORM PANELS AND FOLDING (ACCORDION) SHUTTERS, TIE TRIBUTARY AREA MAY BE TAKEN ASI L,, WHERE L = SHUTTER SPAN FOR OTHER SYSTE14S, REFER TO THE ENGI NEERED DRAVI NGS OR THIS OFFICE FOR APPROPRIATE TRIBUTARY AREA OR USE TABLES DESIGNATED AS. DESIGN VI ND LOADS FOR ANY TRIBUATART AREAS. • 2 .r.. F 0 J m • ' o Z �w 4 J J r Y a a °' ' W Wa O J O r 7F.: cv inan a ,n r M N M W�wr 1 N 0Vl co o Zcc a " O X r au. m L O J V.J. KNELE • N PROFEStlONA• 'GINEER ` FL'tik f o P J{ w z � o O 0 a Q O J J U o c-3 V) 3Z w u Z V) 0 Q o_ 0 ALUM BEAM & SHUTTER SCHEDULE DESCRIPTION SHICR SPA AM SP 2- a S- S••0- 9• -S" Tw ..125" e••0 e• -1- Tt • .12S 10'-0' 1• -6" :- • 0- S• -0 11•.0" Tw • .072 e' -0" 1r -0' Tr • .221 10• -0 11. -r 2' a 9' S••0 IS' -S" Tw ..o71" if • .224 e• -0 13•4" 10' 4' 1Y -3' EXISTING STRUCTURE THREE S /16'• (01.•-141 p 3.1/6" 0 C. W/ 1141N. EMB(0. IN CONC. OR HOLLOW BLOCK W/ 3.3/4" MIN EDGE 01ST. GLASS ,OR 000R GLASS OR DOOR THREE 5/ 16'. (ALK -04, 3.1/4 0C W/ 1 MIN EMB(0 INCONC OR HOLLOW BLOCK WI 3 - 31l - MIN EDGE DIST • 4 • EMS • /• 4 6 EXISTING STRUCTURE EMB • 4• 1 1 MIN. SHUTTER SEPARATION FROM GLASS ISE( SCHEDULE SHEET 51 (MAX. DESIGN LOAD -!- 72 PSF) O TOP SUPPORT BEAM DETAIL SCALE : 3 "• 1'- 0" MIN. SNOT TER SEPARATION FROM GLASS ISEE SCHEDULE SHEET 51 0 1 SO (MAX. DESIGN LOAD ± 72 PSF) BOTTOM SUPPORT BEAM DETAIL SCALE 3". 1'- 0" \- ALT. LEG DIRECTION 3/16 POP RIVET OR ■12 TEK SCREW 6 ASSEMBLY — 2 s 3 s 1 /1 s 0'•0' 6063 -T6 ALUM. ANGLE THREE-I /1'6 THRU BOLTS '- MIN. • TW 1111 ALUM. BEAM ISEE BEAM SCHEDULE BELOW FOR BEAM DESCRIPTION E. MAX. HORIZONTAL SPANS) 111 -20 S S. MACHINE SCREW L NUT Qe 12- O C. USE THRU BOLT OR ACCESS 910LE AS SHOWN IN DETAIL(? 111 MAX. ACCESS HOLE W Tf - TI - l 1' • )- • 1 /4" a 0' -0' 6063 -46 ALUM. ANGLE ALT LEO DIRECTION THREE-1 /1'• THRU BOLTS -® K W h h W us h • 1 a L h X • N W O 0 1 ig ` J W • ON <=a v W N N NOTE. 3416 - 0 POP RIVET OR N12 TEN SCREW p6 "0C. Al. BEAM ISEE BEAM SCHEDULE ABOVE FOR BEAM DESCRIPTION 1 MAX. HORIZONTAL SPANS) 1 /140 S 5 MACHINE SCREW 1 NUT OW 0C. PROVIDE r• ACCESS HOLE IN BOTTOM OF BEAM OR USE THR BOLT AS SHOWN W CAT /AU t. USE BEA SCHE ULE FOR DETAILS0-0t ANDBI . 2. SHUTTER SPAN TO BE LIM11E0 10 THOSE SHOWN IN (ABLE. SHEET S. 3. BEAM SPAN SMALL BE CONSIDERED AS THE 0451 AM FROM (OF SUPPORT TO (OF SUPPORT. GLASS OR DOOR— GLASS OR DOOR— PLYWOOD ANO STUCCO FINISH EMBED PLYWOOD AND STUCCO FINISH s 3" • 1 /e OR 4 a l . 1/e 6063 46 ALUM. TUBE MIN SHUTTER SEPARATION IRON GLASS ISEE SC1EDuLE SHEETS) U r 2 W000 PLATE ®— (MAX. DESIGN LOAD = ± 72 P.S.F.) O WALL MOUNT SECTION - USING ALUM. TUBE SCALE a 3 "s 1 0" MIN SHUTTER SEPARATION FROM GLASS ISEE SCHEDULE SHEET 5) O 11/ 2" l /1 -20 S S MACHINE SCREW 1 NUT p lY 0 C. PROVIDE 1 ACCESS HOLE p 8A(K SIDE FOR FASTENING TWO 1 /l S S. LAG SCREW p 24- O. C. NAX. W/ 1 -3/1 PENETRATION IN CENTER OF STUDS _I 1/2" • • i • 6 N Q 4- I N X 4 ti EXP BY MAX t /L MAX. 40A W000 PLATE USE 1 /1 - 0 5 S. LAG SCREW W/ 1 -3 /4" PENETRATION INTO W000 PLATE p 12- O.C. 1W0 1 /t S S LAG SCREW p 21' 0 C. MAX. W/ I -3/1 PENETRATION IN CENTER OF STUOS _ (MAX. DESIGN LOAD = ± 72 P.S.F.) O WALL MOUNT SECTION - USING 2 x 6" WOOD PLATE SCALE 3 ". 1'- 0 PRODUCE RENEWS ACCEPTANCE No. 11ON DATE PRODU CONTROL DIVISION BUILDING CODE. COMPLIANCE OFFICE APPROVED AS COMPLYING WITH THE SOUTH fIpQRIDA BUILDING CODE DATE a0k-___ 1 19 BY _ PRODUCT CO ' OL DIV!SIOti BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO. 11 i J 1 •n Y � _ ererimil W 3 Z ;E cr o ��t 0 U 0 O F- I FL Lice PE No 963 1 drawing no 99-302 sheet 4 of 6 W u 0 W MIN. SIIUI TER SEPARATION FROM GLASS ISEE SCHEDULE SHEET 5I GLASS OR 000R GLASS OR DOOR EMBED O WALL MOUNT SECTION A SCALE 3 "• 1'- 0" ' 11 CON T. 1/2" : CONT. MIN. SHUTTER SEPARATION FROM GLASS (5(1 SCHEDULE SHEET SI ALT. ANGLE LEG DIRECTION. REVERSED ANGLE LEG MAY BE FROM ONE ANGLE OR FROM BOTH ANGLES 11YP.). FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECT ION 'TYPE 5' BUT DO NOT EXCEED 6' SPACING 1/2' - EMBED. EXISTING CONCRETE. MASONRY OR W000 STRUCTURE SEE ANCHOR SCHEDULE. 1 YP. FASTENER. SEE ANCHOR SCHEDULE REFERENCE ( ONNE ( T ION 'TYPE 1' ROLLER ASSEMBLY 12 TYP EVERY OTHER PIN 1/ 2" FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION 'TYPE r EXISTING CONCRETE. MASONRY OR WOOD STRUCTURE SEE ANCHOR SCHEDULE. 1YP FASTENER, SEE ANCHOR SCHEDULE. REFERENCE CONNECTION 'TYPE 5' BUT DO NOT EXCEED 6" SPACING TWO 1/1 .20 MACHINE DOLTS W/ NUT OR 1114 TEK SCREW o. (AI YP„ TOP 6 601 TOM) 4 -)/16 MAX. 6#- 11 CONT. 0 ()CONT. 1/ 2 I /4" MAX. 1/4' MAX 0 CONT. NOTE: BOTTOM MOUNT DETAIL MAY BE USED AT TOP. O BUILD -OUT MOUNT SECTION E SCALE 3 "• 1'- 0" 1/2' MW SHUT SEPARATION FROM GLASS ISLE SCHEDULE SHEET SI GLASS OR DOOR 3/16'• POP RIVET OR 1112 TEK SCREW Cab "0C ITYP.1 Q LQS ASSEMBLY 1 - • 1 1/6' ALUM. ANGLE W/ 3/16 - • POP RIVETS P 6 - 0.1 FASTENER, SEE ANCHOR SCHEDULE. REFERENCE CONNECTION TYPE 4' 1/4 - 20 MACHINE BOLT W. NUT (ft 12' 0.C: IT YP.. TOP 1 BOTTOM) ROLLER ASSEMBLY 0 T YP. EVERY OTHER PIN O 1/4 MAX. /4' MAX NRY OR W000 STRUCTURE A (1 ANCHOR SCHEDULE, IYP ED CO 1 } EDGE DIST EDGE DIST GLASS OR 00011 — 0 0 W )/ 6 POP RIVET 6' 0 C. ITYP.1 EXIS TING CONCRETE, MASONRY OR W000 STRUCTURE. SEE ANCHOR SCHEDULE, FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION 'TYPE 3' 1/4' MAX. < N NW )_ ON J j XO < Lu Id N 1/4' MAX OPTIONAL FASTENER LOCATION IN LIEU OF ANGLE SUPPORT - STAGGER ANCHOR U4 Of CENTER REFERENCE CONNECTION TYPE 4' O CEILING /INSIDE MOUNT SECTION SCALE : 3 ". 1'- 0" W 0 0 W GLASS OR 00011 u O W EXISTING CONCRETE. MASONRY OR W000 STRUCTURE. SEE ANCHOR S(11(0 TYP. MIN SHUTTER SEPARATION FROM GLASS SEE SCHEDULE SHEET SI FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION 'TYPE 2' TYP. TOP6 BOTTOM FASTENER. SEE ANCHOR SCHEDULE REFERENCE (014141(11014 'TYPE 2 1/4" MAX. ♦ 114 MAX BUILD -OUT MOUNT SECTION • O ` SCALE 3 ". 1'- 0" MM. SHUT TER SEPARATION FROM GLASS (SEE SCHEDULE SHEET SI ALT. ANGLE LEG DIRECTION ITYP SCALE : 3 ". 1' 0" 0 CON1 - FOR LARGER SPANS USE TWO 2' • S' AL. ANGLES ME SCHEDULE 1 1YPE (1 FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECT ION 'TYPE 2' 1/1.20 MACHINE BOLT W/ NUT 12 0C.ITYP.,TOP 1/2" & 60110111 - 3-3/1" MAX 1 FASTENER, SEE ANCHOR SCHEDULE REFERENCE CONNECTION 'TYPE 2' 11 CONT - FOR LARGER SPANS USE TWO r • 5 - AL. ANGLES ISLE SCHEDULE 11YPE C) MIN. SEPARATION FROM GLASS SCHEDULE SHEET 5 EM8ED. TOP 4 B o 110M © BUILD -OUT MOUNT SECTION C SCALE : 3 - • 1'- 0" FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION TYPE 1' But 00 NOT EXCEED E -1/2 SPACING 1/4' MAX. 1/4 MAX 1- N 0 W 0 0 W GLASS 1 OR 0008 — 0 0 W /- VIP SCALE : 3" • 1' -0" CI ;El] GO FLOOR MOUNT SECTION EM8E0 ti HIN STMT TER SEPARATION FROM GLASS ISEE SCHEDULE STKE(1 SI EMBED I6 4- 1/4" MAX. FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECT ION TYPE 3' EXISTING (OFFER( 1 E. MASONRY OR W000 STRUCTURE SEE ANCHOR SCHEDULE, TYP 2" • 2" • 050" ALUM TU8E TYP TOP A 80TTOM 2.3/16' MAX 1 O EXISTING CONCRETE, MASONRY OR 5/000 STRUCTURE SEE ANCHOR SCHEDULE. TYP. 1/4' MAX 2 N a W 1- Y L N X < L 1/4' MAX O BUILD -OUT MOUNT SECTION D FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION "TYPE 1' BUT 00 NOT EXCEED 6-1/2 - SPACING PRODUCT RENEWED ACCEPTANCE 1J4q- I l -do, of EXP ' • 110 DATE </E / / /4 OA By f L, I �• . LL./ PRO) '�' O, 'OLDIVISION BUILDING CODE COMPLIANCE OFFICE APPROVED AS COMPLYING WITH THE � T � y,F pRIQA BUILDING 9 BY _i lay JL' � > PRODUCT CO ROL DIV!S.ON BUILDING CODE COMPLIAN'E OFFICE ACCEPTANCE NO.1 ( o • 02 Z z .N 1- U • � _ U 0 � N In � Q W ZW U � — > F IL -I w z Z 0 u O 0 0 4 4 0 O 1- 11 3 F K N 4 Y 4 4 4 � t V.J. KNE?7 PF10FI: WEER 0983 e Nol _1999 07/23/76 ( 1E0 [scat• drawn 6M AS N0 1. da sign by Ch1Ch1d 6 VIN )( VIN driving 114 99 -802 sheet 3 of 6 1 I t x 1 $111 I O u oilr illilli.111111411111111 E1 __ 0. 2 ! 1 F 4 SINGLE ARM LOCK 2. 0/4" N.T S. SINGLE ARM LOCK SECTION /T TOM TRACK OPTIONAL DRILL S /1`• HOLE FRON. SOT TOM OF EXTRUSION 0 BEFORE ASSEMBLY FOR TRUSS HEAD BOLT ITYP.) PLAN VIEW VARIES • NO LIMIT TYPICAL ELEVATION SINGLE ARM LOCKING MECHANISM AT CENTER OR SIDE Of SHUTTER. LOCK MAY BE INSTALLED GN INSIDE OR OUTSIDE OF SHUTTER SINGLE ARM LOCKING MECHANISM AT CENTER OR SIDE OF SHUTTER LOCK MAY BC INSTALLED ON INSIDE OR OUTSIDE OF SHUTTER SEE FASTENER SCHEDULE (DOES NOT REPLACE SINGLE ARM LOCK) OPTIONAL CLOSER HANDLE (00ES NOT REPLACE SINGLE ARM LOCK) OPTIONAL CLOSER HANDLE REMOVABLE FLOOR TRACK DETAIL SCALE : r. r- 0" TOP TRACK NYLON HANDLE PLAN VIEW A LT. LOCATION Of OCKINO MECHANISM AT S101 LOCKING MECHANISM CAN BE (A 11' ABOVE OR BELOW CENTER ISEE NOTE 61 !WHIN 1 - 1 /Y MAX JOINT BETwECN REMOVABLE ANO FIxt0 SILL r w 1 r Tie ALUM ANGLE W/ 3,15 - • POP RIVETS (lb 6' 0 C. — FASTENER Q6 24 ISLE ANCHOR SCHEDULE FOR ANY ACCEPTABLE AN(HORI SECTION B (TYP FASTENER Q1 24' O ISEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR). O ASSEMBLY OPTIONAL ACCESS HOLE CXISTINO STRUCTURE FASTENER 'TYPE 4• SEE SECTION N ON SHEET 3 FOR COMPLETE INFORMATION SINGLE ARM LOCKING MECHANISM AT CENTER OR SIDE OF SHUTTER. LOCK MAY 6E INSTALLED ON WS10E OR OUTSIDE OF SHUTTER SINGLE ARM LOCKING ( 1 MECHANISM AT CENTER OR SIDE OF SHUTTER. LOCK MAY BE INSTALLE0 ON INSIDE OR OUTSIDE OF SHUTTER MIN. SHUTTER SEPARATION FROM GLASS 15E1 SCHEDULE SKEET SI DISTANCE TO 131 HEASUR(0 FROM BACK OF SHUT TER BLADE 014 FROM HANNA WHEN HOUNTEC) 185101 TYPICAL PLAN VIEW SCALE; r ■ 1'•0' I7 EXISTING GLASS 11YP.I 6.1/2' MIN. SHVT SEPARATION FROM GLASS. ISEE SCHEOUIE SHEET SI. DISTANCE TO BE MEASURED FROM BACK Of SHUTTER BLADE OR FROM HANDLE WHEN MOUNTED INSIDE. INS101 CLOSURE "1" HANDLE w/ SHIM OPTIONAL PLAN VIEW SCALE 3" . 1'•0' SCAM)" .1'4" .25'• v USED WITHPIECES 0 ANO LOCKING PIN FASTENER 1s 24' 0 C. !SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCIIORI FASTENER 24` 0 C (SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE AN(11011). —7/16" 0 0 x 06 12 " LONG NYLON TOP BUSHING 3/8" 0.0. w 0.90' LONG NYLON BOTTOM BUSHING ti K10 w 3" SMS MANUFACTURED FROM 11410HT STAINLESS STEEL W/ XY)AN5200FLUOROCARBON COATING & .460 "O w .050" THICK 300 SERIES STAINLESS STEEL WASHER (TYP. TOP & BOTTOM) SCREW BUSHING & ROLLER/ BUSHING ASSEMBLY SCALE: HALF SIZE (:WRIER BUSHING 12 II r r SMS. MANUFACTURED FROM KC10HT OR 10 -8 STAINLESS STEEL W/ XYLAN 5200 FLUOROCARBON COATING L 060'1 a 050" THICK 300 SERIES STAINLESS STEEL WASHER (TYP. TOP L 00170M1 PRODUCT RENEWED ACCEPTANCE No. q q/ - BO. o TION DATEl/ /4� WMM By /Aar PRO P CONTROL DIVISION BUILDING ODE COMPLIANCE OFFICE APPROVED AS COMPLYING WITH THE SOUTH fURI.A BUILDING CODE DAT 1 . •r g t_., _ 1 BY _ PRODUCT CO ' OL OIViS,ON BUILDING CODE COMPLI CE OFFICE ACCEPTANCE NO r L r i O t I 6 Z ✓ Z Z Z fl -' N d Vi V3 F < Wr u 1-- u O Q H o a 0 IL ril 4 1 1! WW Q $ W 1• Z W L °0 0 z >- 2w i 1 x OT U0 O o >r 0 W N 0 N W o t YU liii . cc w D V Vi i o ilill cr iii/ Ei 8 0 < PI 0 O ii 1 1' Y . -O h e N ~ .• 1 � 'yo .IH a u � H N i i in : O v • )• N F a y t • N F v ` r I ` �yy • V d • Ii .1 N 1 W v " O .a gh j .°�9 � ° ;9 s 2s EA e" 0 n I V.J. KNE) VI I PI10FESS AL F ,1 W(ER FL L1 en a No. date PF /.0 090! d . 1939 07/23/96J 1. AS T N0IT0 , ( drarn b „t l deaipn OT checw b JJ ( VIM VIKJ or a.onp no 99 -802 shoal 2 OT 6 • I I1 • OSS 1 12 • 076 HEADER -CLG. O MOUNTED SCALE HALF SIZE 0 0 041 b I- 13 HEADER O WALL MOUNTED TYPE 2 11 • OSS 12 • .016 13 • 097 SCALE HALF SIZE 1' GENERAL NOTES; 1 THIS ACCORDION SHIFTIER SYSTEM 15 DESIGNEE) IN ACCORDANCE WITH THE D SOUTH FLORIDA BUILDING CODE, 1994 EDITION 2 POSITIVE AND NEGATIVE DESIGN PRESSURE CALCULATIONS SHALL DE PERFORMED FOR SPECIFIC JOBS IN ACCORDANCE WITII ASCE 7 -88 "MINIMUM DE SHALL SIGN LOADS FOR BUILDINGS AT APPROPRIAIE DESIGN LOADSS SHA BE REFERENCED 3. ALUMINUM EXTRUSIONS SHALL BE 6063 -76 ALUMINUM ALLOY, U 0.N. 4 EACH SHUTTER ASSEMBLY SHALL BE PERMANENTLY LABELED AT THE B0110M ENO OF THE LOCKING ((IMRMATE AS FOLLOWS' HURST AWNING COMPANY. INC. MIAMI FLORIDA MfAM CONTROL APPROVED PRODUCT 5. ALL BOLTS AND WASHERS SHALL BE 2024 -14 ALUMINUM A MIN. F ySTAINLESS I. OP RIVET S GALVANIZED STEEL 5052 ALUM. ALLOY 6 CENTERUOR SHUTTERS CLOSURE WITHIN CENTER L OC K ICANE E PfiO NIS M SHALL BE LOCKED TO PROVIDE 1 THE PRR S TESTED N SPECIFICATIONS IMPACT, , SHOWN (L IC AND REPRESENT COUNIY AIR RG PROTOCOLS PA 201. 207. *NO 2 / MIAMI-OADE 8 /DESIGN TEST REPORT No. 96.024 *NO TESTING -000RPORATION 7 9. 10P DETAILS MAY ALSO BE USED AS SILLS 10. FLOOR TRACKS MAY BE REMOVABLE AT NON- STACKING LOCATIONS USE REMOVABLE ANCHORS SUCH AS CALK -IN ANCHORS ll EE 11. EXISIINO PERMIT HOLDER 10 SUSIAIN E THE NEW SUPERIMPOSED LOADS AND 10 VERIFY ALL DIMENSIONS AT THE JOCI SITE (AFORE COMMENCING WITH THE WORK 12 ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH SHALL ESE N0IE0 00 NNOTIINCIUOE EMBEDMENT LENGTHS OTHER FINISHES 052– SCALE HALF SIZE SCALE HALF SIZE O 0 00t 00 N O 0 EITHER TYPE 10R TYPE 2 SLAT IS ACCEPTABLE. THESE SLATS ARE INTERCHANGEABLE O g TYP. SLATS Sa ADAPTER SLAT 0 BUILD -OUT WALL HEADER SCALE HALF SIZE 2.775 248 1 ANGLE 2" MIN. .S" MAX. SCALE HALF SIZE 0,101 f1..OSS 12 • 016 f). 120 2.586 250 .949 1,391 1891 1100 l 201 ROLLER ASSEMBLY SCALE HALF SIZE 3.840 MAX STAINLESS STEEL tt-- ASSEMBLY 11%0 4600 HOLE NYLON WHEEL PLACE D I '1 Og CENTER MATE 1 SCALE: KALF SIZE SCALE HALF SIZE .430 .315 J trt 11S 1_,c-i-'230 MAX 300 TOP 0.483 to 12 040 "R 375 0 O 0 SCALD HALF S*ZE t1 SCALE' FULL SIZE 945" 600" .620'• -t 3 1 659 2.8 *2 2.420" 312 r1 500 rt1 d 11 N 12 12 .152' 11 • .055 12 •.076 *3 • .091' SILL -WALL 3 MOUNTED SCALE• HALF SIZE 2984 10 CENTER MATE 2 1,4-7 )0 1/ x BOTTOM CARRIER BUSHINGS 0 N _ 214 0 I .322 --7 214 • 1 681 1.115 LOCKING ARM SCALE: HALF SIZE • 1/8" THICK STAINLESS STEEL 322 r O ADJ. SILL -TOP ADJ. SILL -BOT. SCALE. HALF SIZE 151• 1 350" 1-512°- 15 LOCKING CLIP 0 SCALE• HALF SIZE 3 245 248 060 – 2 373" I.158" 440" O CENTER MATE 1 9a W/ LOCKING ROD SCALE: HALF SIZE SCALE HALF SIZE 3 049 1 11 ..OSS 12 • 076 51013 SCALE HALF SIZE 6300D n N 165 ID. r 28500. 060 _j_ 06 60 — N O .250 1 949 1 391 1891 trt N rt .472" ID. 612" 0 0. 0 J N ACCEPTANCE No. 055 -� ITrP) 1533 J m l 1 250 n 6a 90° END SLAT EXPI 110 DATE WALKOVER SILL C i) FLOOR MOUNTEtY BUILDING CODE COMPUANCE OFYKE PROD •P CONTROL DIVISION SCALE: HALF SIZE 1250 985 SCALE HALF SIZE 1,465 3.267 4627- .942 t l 2.101 CENTER MATE 2 W/ LOCKING ROD SCALE: HALF SIZE .360 719 550 0 1 2 110 INSIDE HANDLE SHIM (NYLON] SCALE: HALF SIZE Y O50 r FLAT END SLAT 080 0.435" R 0.135" R f • 0,200 N i 40 • -0 SOS" R =.150 0 375" R LOCKING ARM ALIGNMENT BUSHING (NYLON) SCALE: HALF SIZE 0375 "R APPROVED AS COMPLYING WITH THE 211 r2 . r2 1 2 111 SRIIT I fLQRIRA 9U!LDINa CODE 1 840 40) .875 483 } I[� ODUCT RENEW ' . _ o�! 911 . Y v T CQN TROL DIViS10N G CODE COMPLIANCE OFFICE PACE (0.11 -Q • 0 Z•. LL V.J. KN rnorts: • ;2Er '11 0011 12 No 1090? 2 1999 07/23/961 teal. rdriwn IV1 AS NO ftO I J 1 rd. r 11 ' 1Ign 6 cl,.c6 t L drawing no 99-802 sheer 1 of 6 _� i'. fit • Ptl3tdia u�Ffi� ',Sort Yea ?� 6Y 01HE oPdStr 4A0 C►t110 -1- SC i • tit ` 4 4 C•. 7E1t P,:WITH 6 4U' G BY 0 t kl g 1 0 , WA' . I 0 C1MAit EM WEST ELEvAnor Anil Ul? a001 13v Jolt. X14-- iae.01 245/ 2 1.ta Mop 'it Cu MI ravra i OA 7/8 T> sit O. atbj i X., Drip k avli 3top 46At WO, C. tx li A4 b • ara.' Rafe . Sot! Sides 4a. end X / WO tad. ado W/2 "3t. A.14ThrtA. ed. Chani14t ■ 'Oki t Col. 9O At CovaiWS 2. . I /2vss..A. lg. ES*48 Steel DA 0.3 Pl:Ate '0/2.- 1/2' xi0"A.3. into rooti ; yt t*.1 Col , — �.S Y A P co5 b <GIC, 1 CONC. S%M3 Ot `ivELL rAyl-co FltL Afitic,,WiTH 6" x 6'` - 10/10 Wk. ME 44 2 4 1.4. x o' c ci 4 d P? '.$ w- 4 is es* a?hY a i r TREATE0 2-".x WALL WTH 10x5 ".STEEL of s 36 c. c. watt 106 SIitfLOS A C $ e I Hiv Ar4C t) EA 11 RA$1E ` .. q. T 4�'ie`r +.yam ►CY1C"'Y.?i�'� r'R' 'G3 T. EX1$t1$e 4 4a1lcL. . •cP. TIP E... s ce.psr. 1 \ 1 / 6fc> E_'�GCrts?rl \ \`. •\ `_ \ -\ tit tfA • i` l - �'!- o v�td� lc • r lU TILE, 51 pis C -1 o S. " it 1,. tco �! % G -t I �1 • • 'Coal • t. t l (3C „: S! ARa ' " 10 C1 Ac • . " o f Cs-'( t\ -r, n,p b t1 xt1 to ,/ to , ,p €. 1,=,.. 61.44, 61.44, F T , s • v41-9,6 eoFJe,t I. f 4 1" f ���' •� L sa•.e e � 4•T 2 4. �+ N . f (L.L' 4 4 . P.. Tr; es -\ f (41 _ /- • • 1 . 57 ayG oR,6. Y41l -°' �C}�r 1\ 12 - Q ' t r.w ft • ' , `to -o t` • 1 5 ,, 3 Lo it, 1 -' r s, ; -0 (-4 17 e)4.0(.1, 7 'motA,Mr 51k , . t MINM1 glox.iG SI -r•Le*p -Jb /- - i 4 ) - r ,rx -f ;r -- t v t • 1 "x4" 41). y Au z 4 per{ 4P- XVe.k. 144( p•.O op ora ME: (At: .DaaP 1tR 1�.� Sj :p• p� • try 3� c, • A %or p C »J(.. T IfJ. tr. 11 1 e.. r1,V: "it AL. ?ic - r'tt: 3 . ' 1. CONTRACTOR To..R f At'. O ? ?At'4) ON ANY t.1:1.t2Ft'Iiy.£ 3 U +I S,i!4E AI ! R F.• F'i -) t1► h :11 .t v 1 F 1Jt? i1 3.1..NItsi1] Ia:Ntft_ (. t. f r 4U_IEZ•t.� r � v i i -�v{ J kh_ti. i'iR f.Ejt!r'.I A1.1. J.+, 1) it +, 1* • I e •."• • tre ►' W > t--)c.- �.•oL • • tl y w • Ct. &P pia uw) (4 4 to1*.k � 4 /414 rI'k. h « . CCr!a .V ti Ka. . 7..' . 44 t. ) NJ ei • Of eN "3°1 - 'L' -o" .,� way• up•.14,_ • t,. otti . . Qdt ,t tl J . C. 1 v r\ •+- �. °,_-- 1. Act,GS • eves, te.e.4k ~~ 1 fl v 1 L-t. Gla c . - 1, - r `p , oe.c,., - ��.�* t'1. 1i. 1�,` I /`Z,I, GohJbUl 1 N G,ix\1'c 4 r N� l ' /-) e Fl..: J t C: E.-- 1 r t,)1 • t.t.) 1 P -. P l t ` C („v 4- rte\ >.. , �"�' E • e la g.f; . , p•4 '. _ }Ttr • CArt' _ 1'L- , 5f . SPEEY 1 10. NOR. 1136 . t � I7�'rJ 1y 3 311 4rir. %ij1 S #I $tf iti C.O si #- fit; - 2�!v S • .9t,Y.haQ. Wiwe.'v .AI ♦. �.-+. ._ • 1• • !et ✓TJ' .., -. 1l:. . • t • Q'Q..•s; . vd...I a ":F ... "A...! f't + v.. wwr.. a....ti++ r. rwr ..w....r....F V..*40..+v+`aal•A .x . �.. .. ... ... ...,....... .++ -.... »..._ ..,..-.....,,.-.....-.-.•..» w+....... a ,....,........ • .-.-.....>.,..... e...,,......... o. a.,...........+«-.......- ..�.�.............�....- ,.....� w..�..r: •-• a.....r.. ... ....' <=1 /.ksK W A1:.k-s ' 4 (--4-4-115 LOSE. r -5 4. - AcrN O A S ' I t') % (fRat4T Ct.oS. ��DA1�l•1h��0 to - tAcit YS .ts t'ot.'0.4 Koo k, tX`2 x " .. Tee 1)(12 R Cipi,M}- -1X • \t" _ - 1x V 49(14: S ~A "y •,aty �Rt>.-� Roes o) . 1Q07. : R*cc 'SI Air .fi 1. Mo K. , "4t4' Q.N 7/3 " 1.1* i!..)\ -00 e' v.. KOLA N.103 '\S ; Tot ')c.AtJ c k I.. tR.oKX e..oATs 41�. gip► N�' a AtNt� t ooRS: ‘SA9be,D � k?�1 • a ' AR. VARUtSt W �c o' LIM W AS.I� - T'w a CaA . S`T�cco k 12:. 'Ly 1 1 %%: S � 1 Q C tat• ? 4, V„k.? Ott S•.�. 1P..tc op .Rnr oil. tEtt aQt_.e_ CA ‹ - 4. tto 'Mt 4v% c°i ?!.- -'1)t - o ,- --w LNpou) 9to �.. 1 1vs'avf vi V g-xJ S o :. 5 t''"\\- SY 4 ' . } x 4 A MATT — W Al SCOT` F /j r ; -' AT i' S' 1 +J�# ► w1 S V SptacE.: ' sy a tNai"CN` s k r . CLASS Wo U.M101SA% 14 '4• r H • 4 1 � S %o',J 1 w w 1 -V . D7 2ti t .:: $R1 y 31 C SUppky vu - 4. •1 4 c:t„ s --: B�� f j i s` bKAss, t11-“k 14 eiC.. 4 1010t4 t N STAwD41 I = 707x7.. 4 3.0. I $61 yi vAgc.t. s � q.,tit4 - o� GUat4 A 4 -'tok. - rt? ‹,..01 , F do - 4 h c i CQ14 , v., c 7110 WVR w1,Coc1 S'-', : J