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30 NE 94 St (4)sele <1,-.4:Gamp.haraarAidtrasSallast at szeraLai.ia raa:ca.r a t B FORD . r' 1712 S. W. 1st Street Miami 35, Florida Telephones: 9.3508 t N ` 9¢4 57 } Iit �� ..._ ..�. ;. If 11 1, la 19 t o ti ti 4 • ro s A/ 4r 9 ;i 1 S' ce 4 1 Z eel t Ott e / r/ / bo ...*(1 / do VI 4i S/ , lh, 4lr, pj' ;Q/©cr d� .� rt1a•. k 7\c'-N' \%A SN11 ,`)Vt i SE'c'T / o,v ",/ 3 (...A,Ars•ev:n-Ras+aascaQ ' Rtar< urreArc e.A./:S.vmstme fi� ' ��. c'4a_ eaa: rs- '4,.. 1 HEREBY CERTIFY that tho att.ched sketch represents a survey made ceder my direction and is 1rie , Ad correct to the test of my krovJtedge and .There are no erscroa nts. except as _jhowa. _ _-_-?"-"' .. - REGISTERED LAND SUR EV YOR 427 STATE OF FLORIDA Ainoryavr-AI MILITtL.Mat. an = xiA:1%.�ICM.I.WAs t4.0n1,741. 4waashws%tame : t .R! /P 0 As According to the Plat thereof as recorded in Plat Book /0 , at Page /0 Public Records of Dade County, Florida. For AL j U 5 � / %� ;Q S . Date Oc`T' 9. / 95o 2 - 1. /!P, • vl-1,re'4 10/06 /99 15• IF 11 oSS t2 • 076 O HEADER -CLG. MOUNTEQ SCALE. HALF SIZE ® HEADER WALL MOUNTED 052 J 282 TYPE 1 TYPE 2 EITHER TYPE , OR TYPE 2 SLAT IS ACCEPTABLE THESE SLATS ARE INTERCHANGEABLE 0 8 TYP. SLATS SCALE. HALF SIZE SCALE: HALF SIZE GENERAL NOTES: I. THIS ACCORDION SHUTTER SYSTEM IS DESIGNED IN ACCOROANCE WITH THE SOUTH FLORIOA BUILDING COOE. 1994 EDITION, 2. POSITIVE AND NEGATIVE DESIGN PRESSURE CALCULATIONS SHALL BE PERFORMED FOR SPECIFIC JOBS IN ACCORDANCE ANO oTHER STRUCTURES- DESIGN LOAD FOR FERE E, AT APPROPRIATE DESIGN LOADS. S $HALL BE REFERENCE,. 3 ALUMINUM EXTRUSION$ SHALL BE 6063 -T6 ALUMINUM ALLOY, U 0 N 4. EACH SHUTTER ASSEMBLY SHALL BE PERMANENTL LABELED AT THE BOTTOM ENO OF THE i OCKING CENTERMAtE AS FOLLOWS, A.E. MASON LTD. Ct .�• MIAMI -OAOE CODUNTY F•HODUG T CONTROL APPROVED 5 ALL BOLTS ANO WASHERS SHALL BE 2024 -TL ALUMINUM ALLOY. STAINLESS STEEL OR GALVANIZED STEEL WITH A M Fy 33 KSI POP RIVETS SHALL BE 3/16 - 0 505.2 ALUM ALLOY 6. ALL SHUTTERS SHALL HAVE A LOCKING MECHANISH AT CENTER OR SIDE CLOSURE WITHIN 18 OF CENTER (VERT 1. LOCKING MECHANISM SHALL Be LOCKED TO PROVIOE HURRICANE PROTECTION. 7 THE PROOUC SOTESTEDIFORIIMPA M HEREIN D REPRESENT IFORM STATIC AIR PRESSURE IN CDNFO HA N(ELw / AND COUNTY PROTOCOLS PA 201. 202, ANO 203 . DADE 8 DESIGN IS BASED ON CONSTRUCTION TESTING CORPORATION (CTC) TEST REPORT No, 96 -024 ANO 96 -037. 9 TOP DETAILS HAY ALSO BE USED AS SILLS. 1 0.FLOOR TRACKS MAY BE REMOVA LOCATIONS 9LE AT NON-STACKING OCATION$ ANCHORS USE REMOVABLE ANCHORS SUCH AS CALK -IN 11 THE PERMIT HOLDER SHALL VERIFY THE ADEQUACY OF THE EXISTING STRUCTURE TO SUSTAN THE NEw SUPERIMPOSED LOADS AND To VERIFY ALL DIMENSIONS AT THE 100 SITE BEFORE COMMENCING WITH THE WORK. 1 2 ANCHORS SHALL BE INSTALLED 1N ACCOROANCE WITH MANUFACTURER'S RECOMMEN0AT10NS EMBEOMENTLENGTHS SHALL BE AS NOTED ANO 00 NOT INCLUDE STUCCO OR OTHER FINISHE5 r1 • 055 r2 • 076 r3 • 097 Sa ADAPTER SLAT SCALE HALF SIZE m 0 N ANGLE 2' MIN :5' MAX SCALE HALF SIZE 1.10 0 ° J r II1 m :0 I 0 58 HI • .055 t2 • 076 r3 • 125 j 1840 0 BUILD -OUT WALL HEADER SCALE: HALF SIZE 2.775 2 586 250 969 1 391 1 391 co STAINLESS STEEL ASSEMBLY 4600 HOLE NYLON WHEEL RIvETED IN PLACE 251 ROLLER ASSEMBLY SCALE HALF SIZE 1651 D 285 0. 3 840 MAX it 0 CENTER MATE 1 (Di CENTER MATE 2 SCALE HALF SIZE. 956 1 m 080 1376 488 1. 400 INSERT 0.875 1 ITY•.2 0.326 0.620 SCALE: HALF SIZE TOP 0.483 097 375 f 2.795 SCALE HALF SIZE 0 - 230 MAX 313 688 I 1 115 14 LOCKING ARM BOTTOM CARRIER BUSHINGS SCALE FULL SIZE ti • 055 t2 • 076 1.3 • .097 SILL -WALL 0 MOUNTED 0 ADJ. SILL -TOP SCALE: HALF SIZE 2.984 SCALE: HALF SIZE 1/8- THICK STAINLESS STEEL 485 0 O. 0 0' N SCALE: HALF SIZE 3 245 3049 Ir 055 1 12 • 076 SCALE HALF SIZE 15 LOCKING CLIP SCALE: HALF SIZE WALKOVER SILL 16 FLOOR MOUNTED CENTER MATE 1 9a W/ LOCKING ROD SCALE: HALF SIZE 0' N 1533 0 055 - ITYPl II 050 ADJ. SILL -BOT. � FLAT END SLAT SCALE HALF 51ZE 0 m N 360 310 550 1 1 0 N 165 1 0 • 28500 2 101 1659 CENTER MATE 2 W/ LOCKING ROD SCALE HALF SIZE � 150 03K'R LOCKING ARM ALIGNMENT BUSHING (NYLON) SCALE HALF SIZE 0 375 IT APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING COLE OATS_ . 4 ++.:tom �� ZS- 20610 BY �!''I�!4L ✓ PRODUCT CO OL DIV!S;DY BUILDING CODE COMPLIANCE OFFICE iCCEPTANCE NO. _IO Z O L 1 , 250 1 90° END SLAT SCALE HALF SIZE 1250 985 SCALE HALF SIZE 3.465 3267 080 INSIDE HANDLE SHIM (NYLON) SCALE HALF SIZE 050 025 ITYF 40C� 0 505" R 0 0' N 0al- CT 1 —1 ° o essmingusammos W N W W Io - W N _�F 1!"1::,, o r Z N V1° ; c j ,. N ry Q CI~ J W l l N 1 T O R '• N Z O 1 Y Y Y E n • 17 3 3 W W J C shee 1 °f 6 1 M 3 5 0 8 1999 07/23/96 ( •cal. 401( OJ Nc ' drawn by AS d esign by lrn•c4 p .O o ^ v IK v;w ana....ng no 99 -813 0) 0) O O H V.J. K ZE' ICII PTl0FES'.I ENGINEER FL e se No 10983 N z x _ • z 4 n z SINGLE ARM LOCK SINGLE ARM LOCK SECTION BOTTOM TRACK N S VARIES - NO LIMIT TYPICAL ELEVATION — SINGLE ARM LOCKING MECHANISM AT CENTER OR SIOE OF SHUTTER. NYLON LOCK MAY BE INSTALLED ON HANOLE INSIOE OR OUTSIOE OF SHUTTER —SINGLE ARM LOCKING MECHANISM AT CENTER OR SLOE OF SHUTTER LOCK MAY BE INSTALLED ON INSIOE OR OUTSIDE OF SHUTTER SEE FASTENER SCHEOUtE 3/4 MIN ♦ . "..;1: 1.1/2- HAx 10/06/99 15:16 OPTIONAL DRILL S /8"• HOLE FRO BOTTOM OF EXTRUSION h 4 BEFORE ASSEMBLY FOR TRUSS HEAD BOLT ItYP) PLAN VIEW REMOVABLE FLOOR TRACK DETAIL SCALE 3". t'- 0 ALT. LOCATION OF LOCKING MECHANISM AT SIDE LOCKING MECHANISM CAN BE Lat 18" ABOVE OR BELOW CENTER (SEE NOTE 61 (DOES NOT REPLACE SINGLE ARM LOCK) OPTIONAL CLOSER HANDLE (DOES NOT REPLACE SINGLE ARM LOCK) OPTIONAL CLOSER HANDLE JOINT BETWEEN REMOVABLE ANO FtxED SILL TOP TRACK. 1" . 1" . 1/3" ..91uM ANGLE.W/ 3/16 - 0 POP RIVETS Lal 6" OC PLAN VIEW 7 IIYI ExIS TANG GLASS Ag a _fi --' �1 ITYP ) 6 -1/2" immumri SECTION FASTENER @ 24 0.C. (SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR). (TYPI ASSEMBLY OPT 0NAL ACCESS HOLE ExIS LING STRUCTURE FASTENER 'TYPE t• SEE SEC NON H ON SHEET 3 FOR COMPLETE INFORMATION FASTENER 24" O.C. (SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR). SINGLE ARM LOCKING MECHANISM AT CENTER OR SLOE OF SHUTTER. LOCK MAY BE INSTALLED ON INSIDE OR OUTSIDE OF SHUTTER 0- 0 SINGLE ARM LOCKING MECHANISM AT CENTER OR SIOE OF SHUTTER LOCK MAY BE WSTALLED ON INSIDE OR OUTSIOE OF SHUTTER MIN. SHUT TER SEPARATION FROM GLASS. (SEE SCHEDULE SHEET 5). DISTANCE TO BE MEASURED FROM BACK OF SHUTTER BLADE OR FROM HANOLE WH(NMOUNTEOINSIOE- — TYPICAL PLAN VIEW SCALE: 3" -MIN. SHUTTER SEPARATION FROM GLASS. (SEE SCHEDULE SHEET S). DISTANCE TO BE MEASURED FROM BACK OF SHUTTER BLADE OR FROM HANOLE WHEN )'.BUNTED INSIDE. C INSIDE CLOSJRE SH HANDLE W/ \SHIM OPTIONAL PLAN VIEW SCALE 3 uSE0 WITH PIECES 9a ANO LOCKING PIN SCALE. 3 0 0 0 FASTENER p 24 O.C. (SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR) ITYP 1 FASTENER p 24" 0 C (SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR). 6 -1/2 2" MIN 2" MIN. i- -i SCALE HALF SIZE APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE 2r COQ p DATL BY PRODUCT C ROL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO. 99 — / 07 CARRIER BUSHING 0 7/16" 0.0. x 0 6 LONG NYLON TOP BUSHING 12 410 x r SMS. MANUFACTURED FROM 4410HT OR 18 -8 STAINLESS STEEL W/ XYLAN 5200 FLUOROCARBON COATING & 460 - 0 x'050 THICK 300 SERIES STAINLESS STEEL WASHER ITYP TOP & BOTTOM) 3/8" 0 0. x 0.90" LONG NYLON BOTTOM BUSHING O q10 x 3" SMS. MANUFACTURED FROM N410HT STAINLESS STEEL W/ XYLAN 5200 FLUOROCARBON COATING L .460 - m x 050" THICK 300 SERIES STAINLESS STEEL WASHER ITYP. TOP 3. BOTTOM) SCREW BUSHING & ROLLER/ BUSHING ASSEMBLY C W J I CO z 0 0 0 0 0 0 r I N 0 simmorsmirmsume O N N N z N a N W a H 0 • W N z o o , < . z V N y Y ‘,1 V Y JT _slo.s' V.J. KNEZ 1 PIIOFESSION E •INEEf FL L c. Na PE 0 •903 199 0 /23/96) ,s 4 Alp 1 ( des,gn o O.; -- - _ v�s ) ar■r.ng no 1 99 -813 sheet 2 of 6 0 W MIN. SHUT TER SEPARATION FROM GLASS )SEE SCHEDULE SHEET 51 GLASS OR DOOR 0 0 4._. EXISTING CONCRETE, MASONRY OR W000 STRUCTURE SEE ANCHOR SCHEDULE, TYP FASTENER. SEE ANCHOR SCHEOULE REFERENCE CONNECTION •TYPE t• FASTENER, SEE ANCHOR SCHEDULE. REFERENCE CONNECTION 'TYPE 1• WALL MOUNT SECTION SCALE . 3 "= V - 0 EXISTING CONCRETE. MASONRY OR W000 STRUCTURE SEE ANCHOR SCHEDULE, TYP FASTENER, SEE ANCHOR SCHEDULE REFERENCE CONNECTION - TYPE 5• BUT DO NOT ExCEEO 6 SPACING 11 CONT 1/2 11 2 -EMBED SCALE 3"• r- 0" ROLLER ASSEMBLY TYP EVERY OTHER PIN 1 /L MAX 1 /t. MAX CCU - - GLASS OR 000R 1/2 CONT T /: Two 1 /L -20 MACHINE BOLTS w/ NUT OR NIL TEK SCREW 12 OC. ITYP, TOP L BOTTOHI MIN SHUTTER SEPARATION FROM GLASS )SEE SCHEDULE SHEET 51 9 -3/16 MAX. ALT. ANGLE LEG DIRECTION REVERSED ANGLE LEG MAY BE FROM ONE ANGLE OR FROM BOTH ANGLES ITYP 1 FASTENER, SEE ANCHOR SCHEDULE REFERENCE CONNECTION - TYPE 5' BUT DO NOT EXCEED 6 SPACING 11 CONT 1/2 O 0 1 4 MAX 4 PI 11 CONT 11 CONT - 11 CON NOTE BOTTOM MOUNT DETAIL HAY BE USED AT TOP O BUILD -OUT MOUNT SECTION E z <v a N W 3 T: ON J W < x < W E u ‘.." La FASTENER. SEE ANCHOR SCHEOULE REFERENCE CONNECTION - TYPE 4• 1/ 2 MIN. SHUT TER SEPARATION FROM GLASS (SEE SCHEOULE SHEET 51 GLASS OR DOOR 3/16 POP RIVET OR 112 tEK SCREW (� 6 - 0C.IT TP1 OL L OS ASSEMBLY 1 . 1' . 1/8 ALUM.ANGLE w/ 3/16 - o POP RIVETS (06 O.0 O CEILING /INSIDE MOUNT SECTION 1 /L -20 MACHINE BOLT •/ NUT Lal 12 0 . (TYP. TOP L BOTTOM) ROLLER ASSEMBLY 12 TYP EVERY OTHER PIN E 1 /L MAX EXISTING CONCRETE, MASONRY OR W000 STRUCTURE SEE ANCHOR SCHEDULE. TYP - E0 En SCALE 3 - = 1 0" EDGE GIST EDGE DIST, • 0 0 0 0 3/16'a POP RIVET 1 11.' MAX. (A 6 O.C. ITYP.1 EXISTING CONCRETE, MASONRY OR •000 STRUCTURE. SEE ANCHOR SCHEDULE, TYP FASTENER, SEE ANCHOR SCHEDULE REFERENCE CONNECTION - TYPE 1' 1/2' OPTIONAL FASTENER LOCATION IN LIEU OF ANGLE SUPPORT - STAGGER ANCHOR 1 /1.' OFF CENTER REFERENCE CONNECTION TYPE 4' - MIN. SHUTTER SEPARATION FROM GLASS SEE SCHEDULE SHEET 51 1 /L MAX EXISTING CONCRETE, MASONRY OR W000 STRUCTURE. SEE ANCHOR SCHEDULE. TYP. FASTENER, SEE ANCHOR SCHEDULE. REFERENCE CONNECTION - TYPE 2' © TYP W O W GLASS OR DOOR 4 W W TOP L BOTTOM FASTENER,E ANCHOR SCHEO. REF SE CONNECTION -TYPE Y O BUILD -OUT MOUNT SECTION F SCALE 3'•. 1'- 0'• - "pi FASTENER. SEE AN SCHEDULE. REFER! SCHEDULE 1 TYPE C t/ 2' _ I immi Ilii II MIN. SHUT TER SEPARATION FROM GLASS (SEE sCHEOutE SHEET SI /1. MAX. /4 MAX MIN. SHUTTER SEPARATION FROM GLASS (SEE sCHEOutE SHEET SI (1t) CON - FCR LARGER SPANS ANGLES (SEE SCHEDULE 1 TYPE 1 FASTENER, SEE ANCHOR SCHEDULE REFERENCE 'TYPE YPE 1' FASTENER, SEE ANCHOR But 00 NOT EXCEED SCHEDULE REFERENCE 8 -1/2 SPACING 2 ' r N o.,_ I 3 - 3/4' MAX ALT. ANGLE LEG DIRECTION ITYP 1, SCALE 3 "= t'- 0" FASTENER, SEE ANCHOR SCHEDULE REFERENCE CONNECTION 'TYPE 2' 0 CONT - FOR LARGER SPANS USE TWO 2' . S AL. ANGLES (SEE SCHEDULE 1 TYPE C1 MIN SEPARATION FROM GLASS SCHEDULE SHEET 5 /4 -20 MACHINE BOLT w/ NUT Q3112 0 C ITYP , TOP L BOTTOM) 1 /L MAX. Ot TOP L BOTTOM © BUILD -OUT MOUNT SECTION C SCALE 3 "= 1'- 0" 1 /L MAX. GLASS OR DOOR --+ 0 0 W N a r Ea 'EQ O FLOOR MOUNT SECTION EMBED EM8E0 SCALE 3" = v -0" h - J W - z X O A i X W N L N Y 1 /C" MAX 16 - \ 3.1/16 - MAg FASTENER, SEE ANCHOR SCHEDULE. REFERENCE CONNECTION -TYPE 3• HW_ SHU TTER SEPARATION FROM GLASS (SCE SCHEOVLE SHEET 51' • O ( _Z1/2" © BUILD -OUT MOUNT SECTION D APPROVED AS COMPLYING WITH THE SOUTH FLORIDA � BUILDING CODE DATE, 7 /L � 2 - .0' 0 I i .r�✓_/ BY PRODUCT COIPITOL DIVIS:OIN BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO, _91 /° C EXISTING CONCRETE, MASONRY OR W000 STRUCTURE. SEE ANCHOR SCHEDULE, TYP EXISTING CONCRETE, MASONRY OR w000 STRUCTURE SEE ANCHOR SCHEDULE, TYP - 2 . 2 . 050" ALUM. TUBE TYP TOP L BOTTOM 1 /L MAX. 1/4 MAX z ( N W L O N J W < x O < IAA A LAJ VI FASTENER, SEE ANCHOR SCHEDULE REFERENCE CONNECTION 'TYPE 1• BUT DO NOT EXCEE0 8-1/2 - SPACING ^ N ^ 0 Q 03 0 ,<ZW oA tD C u ) I z NIN� O 0 2 e ¢ ° _ Z A I d ' -'-"" Y lift o ;;'1#1 3 V V,J. KNEZEVJQH I N Z 0 a 0 U U O O PROFESSIONAL INEER{ F L LICa No PE 0 983 1999 /23/96 ' — . t rrn aT A_S HO1EO,C__ I"J a.t oYl tl..th to Oy qn y = p V V I art..,nq no 99- £ r n _ se e r 3 of 6_ � 11 /0O 16.1 7 THREE 5/16 - i CALK -IN C31 3 -1/11 0 C. W/ 1 MIN. EMBED. IN CONC. OR HOLLOW BLOCK w/ 3 -3/4' MIN. EDGE 061. GLASS OR DOOR GLASS OR DOOR EXISTING STRUCTURE THREE 5/ - • CALK -IN La 3.1/6 0 C. W/ 1 MIN EMBED IN CONC. OR HOLLOW BLOCK W/ 3-3/4 - MIN EDGE DIST 4 4 EXISTING STRUCTURE a ° EM8 d • 4 ° O E M8 ° 4 _ 4 .-4 ALT. LEG OIRECTION MIN. SHUTTER SEPARATION FROM GLASS (SEE SCHEDULE SHEET 5) (MAX. DESIGN LOAD ± 72 PSF) O TOP SUPPORT BEAM DETAIL SCALE 3 "a 1•- 0" SHUTTER SEPARATION FROM GLASS ISEE SCHEDULE SHEET 51 SCALE 3"a r. 0 3/16 - 0 POP RIvET OR *11 TEK SCREw (at 6 - OC O L OS w ASSEMBLY ACCESS HOLE 2 . 3 . 1/4 . 0'-a 6063-T6 ALUM. ANGLE THREE -I /4 THRU BOLTS 1 MIN ata L Tv a T Tt - 1 MIN 2 a )- a 1/4 a 0• -B- 6063-T6 ALUM ANGLE THREE -t /4 THRU BOLTS —c) AL T LEG DIREC TION (MAX. DESIGN LOAD ± 72 PSF) ® BOTTOM SUPPORT BEAM DETAIL ALUM BEAM (SEE BEAM SCHEDULE BELOW FOR BEAM DESCRIPTION L MAX. HORIZONTAL SPANSI 1/4 .20 S.S. MACHINE SCREW L NUT CA 1Z- 0 C. USE THRU BOLT OR ACCESS jQLE AS SHOWN IN OETAIL l 1/4 MAX. X NOTE 3/16 POP RIVET OR r12 TEK SCREw (A 6 0 C AL BEAM :SEE BEAM SCHEOULE ABOVE FOR BEAM OESCRIPTION L lAX_HORIZONTAL SPANSI 1/4 -20 S S. MACHINE SCREw L NuT (A T2 0 C PROVIOE 1 - m ACCESS HOLE IN BOTTOM OF BEAM OR USE THR BOLT AS SHOWN IN OETAILH3 ALUM. BEAM at SHUTTER SCHEDULE DESCRIPTION 2 a S T.. a 125' Tf a 12S 2 -. B_ Tv . 072 - Tf a 224 2 a 9 ry a 072 - Tf . 224 SHUTTER SPAN S' -0 10 - -o 5 - 5 -0' BEAM SPAN 9 -S' B•.1 7•_ 6• 14• -0' B -0 12 -0 10•-0- 15 - -5 11 -0 13' - 2' 12- -)- 1. USE BEA SCHE AVLE FOR OETAILSOAND 2 SHUTTER SPAN TO BE LIMITED TO THOSE SHOWN IN TABLE. SHEET 5 3. BEAM SPAN SHALL BE CONSIDERED AS THE OIS TAKE FROM (OF SUPPORT TO (OF SUPPORT. GLASS OR DOOR PLYw000 ANO STUCCO FfNISH r a 3• a t/B OR 1 R ■ 1/5 6063-T6 ALUM. TUBE GLASS OR DOOR -- ( c == .- �E 1 EM8E0 PLY)4000 ANO / STUCCO FWISH 2 a 6 - PT WOOD PLATE EMBED. MIN SMUT TER SEPARATION fROM GLASS ISEE SCHEDULE SHEET 51 MIN SHUTTER SEPARATION FROM GLASS (SEE SCHEDULE SHEET SI 11/4 MAX 1/4 - 20 S S. MACHINE SCREW NUT (A 12 0 C PROV10E 1 ACCESS HOLE LA BACK SIDE FOR FASTENING Two 1/4 - 0 5 S. LAG SCREW CA 24' 0.C. MAX. W/ 1 -3/4 - PENETRATION IN CENTER OF STUOS (MAX. DESIGN LOAD = ± 72 P.S.F.) O WALL MOUNT SECTION - USING ALUM. TUBE SCALE : 3 r- 0" 2 FOR w000 PLATE USE 1/4 5 S LAG SCREw w/ I -1/4 PENETRATION INTO 44000 PLATE (A 12- O.C. Two 1/4 5.5. LAG SCREw LA 24 - 0C MAX M/ 1 -3/4 PENETRATION IN CENTER OF STU05 (MAX. DESIGN LOAD = i' 72 P.S.F.) O WALL MOUNT SECTION - USING 2 x 6" WOOD PLATE SCALE 3 1 0- APPROVED AS COMPLYING Wrflf THE SOUTH flORIO4 BUILDING COOP OAT 121_1(1, .9000 QY LI . PRODUCT CO, ROL DIVISION c7Jl! GNC CODE COMPLIANCE OFFICE (CCiPTAN'Cc NO. _ Y.1_ D 0_ T 1 /4 MAX • _ Zz g N LL U • W U O Y 0 5 _ 0 x ¢ J o 2 I '4 • (/) x . W Q W 1 ' L . 1 7 4 ti LI 7: 2W o d o ( _ z; s, W ~ W N S LL{ z z 2 Y U $ [ 99- 813 Q 0 L9 0 U mancosegadmminas Q W I w Q 1 N� O . Z ��N- TJ c y Z J N 0 c cl O c p ., Cn Q in O Ii r V.J. KNEZF. CH PIlOFESSIONA ENGI - EFL FL L■ce se 0 PE 10 33 1999 0 /23/96 l s 1. tlYa, n by AS N. ILO ( HC ( • _ O;;.�j - by ,n.t;o by V , 4 . t . - vIA 0r0... no L 6_h Cet '4 Of 6 ) MAXIMUM ALLOWABLE SPAN SCHEDULE 3 NEG DESIGN LOAD (PSFJ TYPE A ALL MOUNTING CONDITIONS EXCEPT © E F if T - W) TYPE 8 DC TAIL O OR DETAIL © W/ SINGLE ANGLE REQUIRED 3 -3 /4. MAX 8 0. (F T - INI TYPE C DETAIL ODUnnt ANGLE REQUIRED 3-3/4 MAX. 8.0. (FT . IN) TYPE O OETAS. © 9 -3/16 MAX. 3 0 If T -1/43 300 13 - I 12 • c 13 - I 12 - 7 36. 13 - 1 11 - 0 13 - I II - a l00 12 - 11 10 - 1 12 - S 10 - 11 Lso 12 - 4 9 - 9 10 - c 10 - 0 520 12 - 1 9- 1 9- 7 9- 7 56.0 11 - 11 9.0 9 -0 9 -3 6,s 11 -7 1.7 1.7 1 - 10 63. II - 1 -6 0 -6 8 -S 661 10 - JS S • 3 / - 3 / - 5 67S 10 - 9 / - 3 / - 3 8 - 5 11 2 10 - 3 8. 0 8- 0 8- 2 7s.o 1 -3/4 7 -8 7 -8 8 -0 61.1 3 -3 /4 7- 0 7- 0 7- 4 84 s 1.1/2 6- 7 6- 7 6- 10 Sit 2 - 7/8 y- 3 6- 3 6- 6 1000 10 - 4 S -9 5 -9 6 -0 '100 2 -7/8 S- 2 5- 2 3- 5 1200 1 -3/4 1- 9 c• 9 5- 0 1)0 0 1- 5 a- 5 3 -1/8 14o 0 12 - t I- 1 a- 1 150.0 a -10 3 -10 3 -10 7 . 0 1690 a- 6 3- 7 3- 1 2 -7/8 1700 a- 3 3• 4 3 -/ J P1 10041 4 - 3 - 3. 190.0 3- 10 3 •0 3 -0 7 - 0 2000 3 - 7 2 - 10 2 • t0 2 -7/8 210.0 3- 5 2 -/ 2. 6 2 -3/4 T MINIMUM SHUTTER SEPARATION FROM GLASS (IN) a L E POSITIVE DESIGN 2 LOAD (W) -"' (PSF) ACTUAL SPAN IFT -INI MIN SLPARA TION FROM GLASS FOR INSTALLATIONS LESS T HAN )0' ABOVE GRADE (INCHES) MIN. SEPARATION FROM GLASS FOR INSTALLATIONS GREATER THAN 30• ABOVE GRAOE (INCHES! 30.0 5 - 0 2 -7/8 1 -1/2 7 - 0 2 -7/8 1 -5/8 9 - 0 2 -7/8 1 -5 /8 11 - 0 3 2 -1/8 13 - 1 3 -3/4 2 -3/4 40 0 5 - 0 2 -7/8 1 -1/2 7 - 0 2 -7/8 1 - 5/8 8- 0 2 -7/8 1 -5/8 11 - 0 3 2 -1/4 12 - it 3 -3/4 3 SO 0 5 - 0 2 -7/8 1 -1/2 7 - 0 2 -7/8 1 -5 /8 8- 0 2 -7/8 1 -3 /4 11 - 0 3 2 - 1/2 12 - 2 3 -3/4 3 60 0 S - 0 2 -7/8 1 -1/2 7 - 0 2 -7/8 1 -5/8 8 - 0 2 -7/8 1 -3/4 11 - 0 3 1 -3/4 11 - 8 3 -3 /4 3 70.0 5 - 0 2 -7/8 1.1/2 7 - 0 2 -7/8 1 -5/8 8 - 0 - 2 - 7/8 1 - 7/8 9 - 6 3 2 -1/4 10 - 4 3 2 -5/8 5 - 0 2 -7/8 1.1/2 7 - 0 2 -7/8 1 -3/4 80.0 8 - 0 2 - 7/8 1 - 7 /a 11 - 0 3 -1/8 3 -1/8 12 - t c 5 - 0 2 -7/8 1 -1/2 7 . 0 2 -7/8 1 - 3/4 90 0 8- o 2 -7/8 2 11 - 0 3 -3/8 3 -3/8 11 - 6 3 -7/8 4 5 - 0 2 -7/8 1 -1/2 7 - 0 2.7/8 1 -1/4 100 0 8- 0 2 -7/8 2 9 - 0 3 2 -3/4 10 - 3 3 3 , n Inc /nn •c OL ALT. CLOSURE DETAIL SCALE. 3 • 1' -0 1 2 - ALUM ANGLE 3 4410 TEK SCREWS OR 3- 3/16 "0 ALUM POP RIVETS (TYPE 2" • 2 a 1/8" ALUM TUBE 6065 -T6 ALLOY NOTE EITHER CONDITION MAY BE TYPICAL FOR EITHER SIDE ON CORNER CLOSURE DETAIL SCALE )- • Y•0 2 MIN. FASTENER el 74 0 C (USE ANY ANCHOR IN ANCHOR SCHEDULE) •10 • 1/2 GALVANIZED SMS OR 3/16 "0 ALUM. POP RIVET La 18"OC. 1 • 1 x O55 , 1 x 2 It 055 2" • 3 • 055 , 2 • 4 • 055 - OR 2 • 5 • 125 AL ANGLE - N10 TEK SCREW OR 3/16 "0 ALUM POP RIVET La 24 - ITT?) Tw0 1 /1."0 FASTENERS EACH ANGLE (SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR, SCALE 3' • 1 NOTES. 1. REFERENCE APPROPRIATE COLUMN IN TABLE 1 BASED ON MOUNTING CONOITION IN FIELD. 2. FOR OESIGN LOADS BETWEEN TABULATED VALUES, USE NEXT HIGHER LOAD OR LINEAR INTERPOLATION MAY BE USED TO OETERMINE ALLOWABLE SPANS. 3. ENTER TABLE 1 WITH NEGATIVE DESIGN LOAD TO DETERMINE MAX. SHUTTER SPAN. 4. ENTER TABLE 2 WITH POSITIVE DESIGN LOAD TO DETERMINE MIN. SHUTTER SEPARATION FROM GLASS. SCALE: 3 • 1' 2" MIN. 2 • 2 • .125" ALUM ANGLE CONT FASTENER (.8 24" O.C. (USE ANY ANCHOR IN ANCHOR SCHEDULE) OM ALT. CLOSURE DETAIL HALF OF 0 uSE HALE 0R FEMALE AS REQUIREO OP ALT. CORNER CLOSURE DETAIL 110 x 1/2 GALVANIZED SMS OR 3/16'0 ALUM. POP RIVET 3 18' O.C. - 1 • 1 x .055 , 1 x 2" • 055", r • 3 x .055 J 2" x 4 - at 055 - OR 2 X 5 • .125 AL. ANGLE got- 1/4-20 TRUSS HEAD C" BOLTS 6 NUTS W/ LOCK WASHERS LI 24 0 C NNW. EXISTING STRUCTURE MIN. SHUTTER SEPARATION FROM GLASS )SEE SCHEDULE SHEET 51 0.062 THICK RECESSED SILL •3105 -H32 OR 6063 -T6 ALUM ALLOY (1 /8" BELOW CONCRETE) ALTERNATE ® FLOOR MOUNT DETAIL SCALE 3 - s 1'- 0'• APPROVED AS COMPLYING WFTH THE SOUTH RORICA BUILDING CODE DATE.,74/ 2J JUDO 8Y -f PRODUCT CO IAY01 i I /, "01 DIVISION B UILDING COOS COMPLIANCE OFTICE A CCEPTANCE NO 5 l ' /O2J D I / 4" MAX EXISTING STRUCTURE c MIN 3.000 PSI CONCRETE CONCRETE FASTENER (al 8" 0 C ANY SCHEDULED FASTENER IS ACCEPTABLE zz 3 1 - LL S w- z : cn O 0 O' 2 C/) cc .4 • 1 < §3 Z N N Z = W 2 - > ; W N1,7, Wz 0 u z 0 Z Q U PL Lac { e No PE IL• 0903 sheer 5 of 6 - -r r V.J. KNEZEV CH Pf1GFESSIONA . GINEEI 7/23/961 j 1u r Drawn Dr AS NOIE0 CDes∎yn D7nic■ecke0 Dn V J x Dr aw.nq no 99 -813 FASTENER MAXIMUM SPACING ANCHOR SCHEDULE DESIGN LOADS AND SPANS (INCHES) REQUIRED FOR VARIOUS EXISTING STRUCTURE ANCHOR TYPE LOAD (W) PSF MAX. (SEE NOTE 1) MIN. 2" EDGE DISTANCE MIN. 3" EDGE DISTANCE - SPANS UP TO 5 -a (SEE NOTE 1) SPANS UP TO 8' -0" (SEE NOTE 1) SPANS UP TO D" (SEE NO 1) SPANS UP TO 13' -1" (SEE NOTE 1) SPANS UP TO S' -8" (SEE NOTE 1) - SPANS UP TO 8' -0" (SEE NOTE 1) SPANS UP TO 9' -0" (SEE NOTE 1) SPANS UP TO 13 (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 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 CONCRETE R aiw RunvlIl%WA> 1/4 . TAPCON W/ 1 - 1, t' MININ . EMBEOMENt (MIN. 3,100 P,S.L CONCRETE) 48.0 12 12 12 7 9 12 12 10 5 7 12 12 9 4 6 6 12 6 3 4 12 12 12 8 11 12 12 12 5 7 12 1211 3 5 7 7 12 8 3 4 62.0 12 12 11 5 7 12 12 8 2 5 9 12 7 3 4 4 11 5 % 7 3 12 12 12 6 8 12 12 10 1. 6 10 12 9 4 5 4 12 7 3 4 72.0 12 12 10 4 6 8 12 7 4 5 12 6 3 r 4 3 3 4 4 4 11 11 5 S A 3 3 3 12 12 4 12 12 12 12 9 7 5 4 3 7 5 4 9 4 4 12 12 12 8 7 7 3 3 3 5 4 4 6 12 7 3 4 4 12 7 3 4 92 0 210 0 11 4 12 11 7 5 5 3 4 4 11 11 5 5/ 3 3 4 4 11 11 5 � 5 4 12 7 3 4 4 12 7 3 4 4 12 7 3 4 4 12 7 4 * * 110 ' 1/4_ ELCO HALE/ FEMALE - PANELMATE" W/ 1 - I L / 4 MIN. EMBEDMENT vc_2o MACHINE SCREW WITH NUT (MIN. 0,000 0.5.1. CONCRETE) 48.0 12 12 12 12 11 = 4 7 6 12 11 12 12 8 6 3 5 4 12 7 12 11 7 5 r d 5 3 5 3 10 4 F A / 3 12 12 12 12 12 10 6 4 8 6 12 12 12 12 9 7 4 3 5 4 12 12 8 3 5 5 10 5 A 3 62.0 7 11 6 A d 4 3 3 3 9 9 4% 4 r d 3 3 72.0 12 12 5 6 11 5' � � 3 / 4 3 9 8 4 4 re ► , ; 3 / I 3 3 8 4 V 6 12 9 12 12 8 6 4 3 g 5 4 6 11 6 0 3 4 10 5 92.0 9 12 1. 4 3 8 4 3 9 4% 3 3 9 4 3 3 9 4 ' 6 3 1 8.0 t/4 POWERS W/ 7/8 S. 1 /c - 20 STEEL MACHINE (MIN. 3.000 - IN 4 12 12 12 12 12 12 7 12 12 12 12 12 12 11 9 6 5 11 9 12 12 12 12 10 8 4 10 8 10 7 12 12 7 6 3 7 6 12 12 12 12 12 12 10 12 12 12 12 12 12 2 12 7 12 11 12 12 12 8 12 10 12 9 12 12 11 10 5 8 7 62.0 12 12 tt 6 CALK EMBEDMENT STAINLESS SCREW p.S.L CONCRETE) 72.0 12 12 11 6 11 12 12 7 1. 7 9 12 7 1. 6 7 12 6 3 6 12 12 12 9 12 12 12 12 6 9 12 12 11 5 8 9 12 10 5 7 92.0 12 12 = 5 8 7 1 2 6 6 7 12 6 6 7 12 6 3 6 12 12 12 7 10 9 12 10 5 7 9 12 10 5 7 9 12 10 5 7 210 0 7 12 3 6 7 12 6 6 7 12 6 6 7 12 6 6 9 12 10 5 7 9 12 10 5 7 9 12 10 5 7 9 12 10 5 7 48.0 12 12 12 12 12 12 ► 8 5 4 3 8 6 5 1_ 12 6 12 12 11 9 7 6 3 5 4 3 12 7 4 12 11 10 8 6 5 TT S 3 3 S 3 3 10 9 S �% 4 • f 3 3 3 12 12 12 12 12 12 7 5 9 7 12 12 12 12 11 3 4 3 6 5 12 8 12 12 10 1 4 3 5 4 5 3 11 10 6 5 3 3 3 62.0 vc NAIL-1N ZAHAE MIN. EMBEDMENT (MIN. 3.000 0 POWERS w/ 1 -1 /6 P.S.I. CONCRETE) 72.0 12 12 10 4 6 7 12 7 3 4 5 11 6 3 3 10 5 ' , 3 92 0 9 3 12 12 9 12 6 4 9 4 4 4 3 5 3 3 11 9 9 11 4 4 6 3P'r 2 r ���' // 3 3 3 ' • 3 3 10 4 9 9 10 7 4 % 4 I lin ls 0 % re! 3 3 � / 3 . 0 3 6 3 j r. 3 3 r 10 12 8 3 1. 4 3 4 3 6 4 3 3 12 9 10 10 12 9 5 5 7 6 ; 1. 1 3 3 3 4 3 3 3 11 5 10 10 11 8 5 6 5 A %' 3 3 3 3 3 3 10 10 7 6 5 5 4 4 4 ;© %' Kr %r 3 210 0 43.0 3 12 10 12 5 11 8 HOLLOW CONCRETE BLOCK 1111AIMM1nnlllllll E> 1// MIN. TAPCON ' 1 - /4 MIN. EMBEDMDt1 ENT NT 62.0 12 10 12 10 6 0 r , 1. 4 3 8 4 r / /' 8 7 5 � � . : 5 5 3 3E,Y6 ; 12 12 72 0 3 6 5 5 3 3 3, / 1 7 , 12 12 7 fl 4 4 8 5 % , 3 7 4 r, 4 � 4d 6 92.0 2100 6 3 9 5 3 f 6 4 4 � r r Z 6 ' 6 4 /� A N re /S 4 �, f 6 6 4 6 4 r * 138002181=1181> * I)(1 FEMALE - PANELt E 1 MIN. EM01 TENT S w/ 1/4_20 MA vE SCREW WITH IT 48 0 12 1212fl 12 9 12 12 12 7 S •9 % 7 6 5 4 12 1 1 6 3 12 1 2 11 8 8 6 5 4 % 3 , 5 4 3 • 12 12 7 10 4 / / 3 12 12 12 6 8 12 12 9 4 5 12 12 8 3 5 5 10 5 6 2 0 72 7 4 1 1 9 5 4 9 � � %r � " 1 2 2 1210 12 12 8 4 6 5 1212 6 11 7 4 3 7 11 6 3 9 40 4 10 5 3 3 9 4 X 92 " 3 8 4 O ea 9 12 6 4 3 9 •1 % r 3 3 9 4 3 3 9 '4 ' V ' j 2100 3 3 r 3 8 3 8 4 ' / � 9 4 3 3 9 4 3 9 4 3 3 9 4p 1/4 POWERS w/ 7/8 S. 1 /c - 2o STEEL MACHINE K -I SCREW 48 12 6 12 12 3 i 2 12 6 3 3 12 121 8 12 12 101 ,. 12 12 9 5 5 11 6 62 12 8 -- 3 12 12 10 7 7 6. Irf sal�^ I^^ 1�►ri�►� 3 I 4' 3 f r' 5 4 .5 3 10 3 - 3 10 7 4 T 11 -9 10 m r 1 r ° 4 3/ 3 4 I 6% I ,^ 4 "1 r" 143 tr J r ed % WO � _ 3 '� 6 10 4 , 4 3 3 ; 6 4 4 A � � Plo yr ;,� r, . 3 � /, 3 f ' 7 5 r- r rl o v+1.n NIt! 3Or'3 4 3 3 / 3 E % �� , , 12 12 12 11 10 7 4 3 A 12 7 3 12 12 9 8 7 5 3 3 4 4 3 7 5 3 12 10 9 7 6 5 3 4 r d 3 , 1 4 e/ 3 O f � � 4 T m MI en ���&s 3 3 3 9 9 9 5 5 5 ,., • , rr �- EMBEDMENT STAINLESS 72 0 4 3 3 9 8 7 7 9 92.0 2100 12 12 11 9 12 12 11 5 11 8 7 3 3 � � / , ITI -i -1m � 3 12 9 12 51.3 ' ►� U / " 4 3 3 10 5 9 10 8 5 7 5 4 3 3 4 9 rn 5 % 4 '' 4 � / d 48 0 12 11 10 6 , - 12 11 10 8 1 /4 - m NAIL - IN MIN. 620 Ien Ir 4 // ( /T // �7 ✓ ✓ ✓ 7 6 B 9 POWERS ZAMAC w/ 1 -1/8 EMBEDMENT 72.0 4 7 , 1 1 1 3 � / 7 6 4 92 0 5 3 5 3 6 9 6 .0 4 4 6 6 4 210 5 3 r r 5 3 5 3 3 6 4 4 Irk FASTENER MAXIMUM SPACING ANCHOR SCHEDULE DESIGN LOADS AND SPANS (INCHES) REQUIRED FOR VARIOUS EXISTING 1 STRUCTURE ANCHOR TYPE LOAO (W) MAX (SEE NOTE 1) MIN. 3/4" EDGE DISTANCE SPANS UP TO 5 -8" (SEE NOTE 1) SPANS UP TO 8' -0" (SEE NOTE 1) SPANS UP TO 9' -0" (SEE NOTE 1) SPANS UP TC 13 (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 (MOM 48.0 12 12 11 7 12 12 12 8 5 1112 12 7 4 10 10 12 4 3 7 0 311llllllgn1111AIIIR> 62.0 12 12 8 5 12 12 12 6 8 12 12 5 3 7 7 12 4/ 4 6 .°I.° .31.ol 1- lIN. THREAD LAG 1 -3/43/4 - MfN. PENETRATION SHEAR PARALLEL OR PERP TO v‘000 GRAN 72.0 12 12 , 7 5 10 12 12 5 7 9'12 4 3 6 7 12 9 2 0 12 12 5 38 6 7 12 4 / 6 7 12 4 2 6 7 12 4 210.0 7 12 4 7 12 4 / 6 7 12 4 6 7 12 4 ANCHOR NOTES: 1. SPANS AND LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING ONLY. ALLOWABLE STORM SHUTTER SPANS FOR SPECIFIC LOADS MUST BE LIMITED TO THOSE SHOWN IN TABLE 1, SHEET 5. 2. ENTER ANCHOR SCHEDULE BASED ON THE EXISTING STRUCTURE MATERIAL, ANCHOR TYPE ANO EDGE DISTANCE. SELECT DESIGN LOAD GREATER THAN OR EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER THAN OR EQUAL TO SHUTTER SPAN. 3. EXISTING STRUCTURE MAY 3E CONCRETE, HOLLOW BLOCK OR W000 FRAMING REFERENCE ANCHOR SCHEDULE FOR PROPER ANCHOR TYPE BASED ON TYPE OF EXISTING STRUCTURE AND APPROPRIATE CONNECTION TYPE. SEE MOUNTING SECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. 4. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS. 5. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES WALL FINISH OR STUCCO. 6. WHERE EXISTING STRUCTURE IS WOOD FRAMING. W000 FRAMING CONDITIONS VARY FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD FRAMING MEMBERS, NOT PLYWOOD. FASTENING TO PLYWOOD IS ACCEPTABLE ONLY FOR SIDE CLOSURE PIECES. 7 WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING, FASTENER SHALL BE LOCATED IN CENTER OF NOMINAL 2" x 4" (MIN) W000 STUD. 3/ EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMING. W000 STUO SHALL BE "SOUTHERN PINE" G =0.SS OR GREATER DENSITY. LAG SCREWS SHALL HAVE PHILLIPS PAN HEAD OR HEX HEAD. 8. MACHINE SCREWS SHALL HAVE MINIMUM OF 1/2" ENGAGEMENT OF THREADS IN BASE ANCHOR ANO MAY HAVE EITHER A PAN HEAD, TRUSS HEAD. OR WAFER HEAD (SIDEWALK BOLT), U.O.N. 9 DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES.., 10 * DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE SCREW, NUT OR WASHERED WINGNUT ANCHOR SPACING SHALL NOT EXCEED 11. FOR BUILD -OUT MOUNT SECTION 8 -1/2" O.C. 12. FOR BUILD -OUT MOUNT SECTION 6" 0C. ANCHOR SPACING SHALL NOT EXCEED APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING COOE DAT /GU 2 , ,2Ovo BY PRODUCT CU'ROL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO. 9 _ /0 21 07 - z 0 0 1 0 0 0 V.J. KNE (PROFESS F L L PE 983 99 -813 1 ICI ALEN No EER 8 1999 07/23/96) • �u. a - .. o ) l AS nO1[Oi(_ �-JC L_ 111■1ogn ,rt ,K O my nn Sheer 6 016 MIAMI-DADE PRODUCT CONTROL NOTICE OF ACCEPTANCE Yale Ogron Manufacturing Co., Inc. 671 West 18 Street Hialeah FL 33010 Your application for Product Approval of: Series 580c1lunrinum Single flung Window and Dual Action Window under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate :Materials and Types of Construction, and completely described herein, has been recommended for acceptance by the Ntiami -Dadc County Building Code Compliance Office (BCCO) under the conditions specified herein. This approval shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at anytime from ajobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the use of such product or material immediately. BCCO reserves the right to revoke this approval, it' it is determined BCCO that this product or material fails to meet the requirements of the South Florida Building Code. The expense of such testing will be incurred by the manufacturer. Acceptance No.:99- 1119.07 (Revises No.: 99- 0219.02) Expires:11 /1- 1/2002 :Approv 12/16/1999 CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTEE Internet mail address: postmaster ©huildingcodeonline.com MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE N1ETRO•DADE FLAGLER BUILDING 140 \VEST FLAGLER STREET, SLITE 1603 \11V\11, FLORIDA 33130 -1563 (305) 375.090! FAX (305: 375 -29t)S CONTRACTOR LICENSING SECTION (305) 375.25'7 FAX (305) 375 -255S CONTRACTOR ENFORCEMENT SECTION (305) 375.2966 FAX (305) 375 -290S PRODUCT CONTROL DIVISION (305) 375.2902 FAX (305) 372 -6330 Chief Product Control Division THIS IS TIIE COVERSIIEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used in Dade County, Florida under the conditions set forth above. - rancisco . Quintana, R.A. Director 1 of 3 Miami -Dade County Building Codc Compliance Ofticc Homepuge: http : / /www.huildingrudeonline.com Yale O <„ron Manufacturing Co.. Inc. 2. NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS SCOPE This revises and replaces the Notice of Acceptance No. 99- 0219.02, which was issued on April 15, 1999. It approves an aluminum single hung and dual action window as described in Section 2 of this Notice of Acceptance, designed to comply with the South Florida Building Code (SFBC), 199.1 Edition for Miami -Dade County, for the locations where the pressure requirements, as determined by SFBC Chapter 23, do not exceed the Design Pressure Rating values indicated in the approved drawings. PRODUCT DESCRIPTION The Series 580 Aluminum Single flung Window and Dual Action Window and its components shall be constructed in strict compliance with the following documents: Drawing No \V96 -38, titled "Series -580 Single Hung Window ", Sheets 1 through 4 of 4, dated 10110/96, with revision "A" dated 5/19/98, signed and sealed by Humayoun Farooq, P.E., bearing the Miami -Dade County Product Control approval stamp w ith the Notice of ,Acceptance number and approval date by the Miami -Dade County Product Control Division. These documents shall hereinafter be referred to as the approved drawings. 3. LIMITATIONS 3.1 This approval applies to single unit applications only, as shown in approved drawings. 4. INSTALLATION 4.1 The aluminum single hung and dual action window and its componen compliance with the approved drawings. 4.2 Hurricane protection system (shutters): the installation of this un protection system. 2 of 3 ACCEPTANCE No.: 99- 1119.07 APPROVED EXPIRES DEC 1 6 1999 : Nov ember 14. 2002 nsta[ d in strict w ill`. require \) hurricane S. LABELING 5.1 Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ". 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance 6.1.2 Duplicate copies of the approved drawings, as identified in Section 2 of this Notice of Acceptance, clearly marked to show the components selected for the proposed installation. 6.1.3 Any other documents required by the Building Official or the South Florida Building Code (SFBC) in order to properly evaluate the installation of this system. -- Ma uel Perez, P.E. ProduZD Control Examiner Prddrjct Division Yale Ogron Manufacturing Co., Inc. ACCEPTANCE No.: 99- 1119.07 APPROVED DEC 1 6 1999 EXPIRES : November 1-3. 2002 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 1. Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documentation, including test supporting data, engineering documents, are no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approved ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a) There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes; b) The product is no longer the same product (identical) as the one originally approved; c) If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product; d) The engineer who originally prepared, signed and sealed the required documentation initially submitted is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and /or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. S. Any of the following shall also be grounds for removal of this Acceptance: a) Unsatisfactory performance of this product or process. b) Misuse of Acceptance as an endorsement of any product, for sales, advertising or any other purpose. 6. The Notice of Acceptance number preceded by' the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer need not reseal the copies. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Notice of Acceptance consists of pages 1, 2 and this last page 3. / (D Manue Perez, P. E., Product Cd trol Examiner Prod ct n rol Division END OF THIS ACCEPTANCE 3 of 3 DESIGN LOAD CAPACITY - PSF WINDOW DIMS. DSB- ANNEALED GLASS 3 /18 "- ANNEALED GLASS WIDTH HEIGHT EXT, 1NT, 1 EXT, 1NT, 19 -1 /8' 26 -1/2' 37' 53 -1/8' P6' (3) 60.7 262.8 60.0 300.0 60.7 165.9 r 60.0 274.8 60.7 108.8 60.0 194,1 - _ - 60.0 127.0 19 -1/8' 26 -1/2' 37' 53 -1/8' 38 -3/8' (3) 60,7 202,1 60.0 202.1 60,7 133.0 60.0 145.9 60,7 82.0 60.0 104.5 - - 60.0 72.8 19 -1/8' 26 -1/2' 37' 53 -1/8' 50 -5/8' (5) 60.7 152.3 60.0 276.0 60.7 105.5 60.0 192.3 60.7 70.0 60,0 124.9 - - 60.0 751 19 -1/8' 26 -1/2' 37' I 53 -1/8' S7, C5) 60.7 133.6 60.0 236,9 60.7 92.5 60,0 168.7 60,7 64,4 60.0 117.2 - - 60.0 69.5 19 -1/8' 26 -1/2' 37' 53 -1/8' 60.7 119.7 60.0 209.1 63' 60,7 82.9 60.0 150.9 (5) 57,7 57,7 60.0 105.0 - _ - 60.0 65.4 19 -1/8' 26 -1/2' 37' 53 -1/8' 74 -1/4' - - 60.0 171.3 - - 60.0 123.6 (5) - - 60.0 87.9 � - - 59.8 59.8 NO. IN PARENTHESIS INDICATE NO. OF ANCHORS PER JAMB SERIES -580 ALUMINUM SINGLE HUNG WINDOW COMPARATIVE ANALYSIS CHART BASED ON FTL -1170 DATED 12 -18 -95 TEST SIZE = 37' X 50 - 5/8' (1 OVER 1) 'EST LOADS = +105.0, -105.0 PSF DESIGN LOADS = +70.0, -70.0 PSF W ATER INFILTRATION TEST = 9.1 PSF TESTED GLASS = DS@ - ANNEAI IMPACT RESISTANT SHUTTERS REQUIRED BASED ON FTL -1171 DATED 12 -18 -95 TEST SIZE = 53-1/8" X 74-3/15' (1 OVER 1) TEST LOADS = +90.0, -90.0 PSF DESIGN LOADS = +60.0, -60.0 PSF WATER INFILTRATION TEST = 9.0 PSF TESTED GLASS = 3116' ANNFAI EQ NOTE 1, THIS STRUCTURE IS DESIGNED AS PER THE SOUTH FLORIDA BUILDING CODE 1994 EDRION FOR DADE COUNTY. ALSO FOR WIND LOADS AS PER ASCE 7 -88 USING CORRESPONDING LOADS. 2. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. 3. ANOHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETALS. ANCHOR EMBEDMENT TO BASE I.IATER(A.L SHALL BE BEYOND WALL DRESSING OR STUrrn - A WINDOW 'WIDTH 19 19' MAX. HEAD & SILL APPR0(-D IS CO'APLfIN(� �IITH THE SOUTH ORIDA 9 DINC CODE CAfF C�2yu BY -- CCC PRDDU 0NIROL DIVISION EUILDI,NG CODE COMPLIANCE OFFICE ACCEPTANCE NO._ Engc OR. HUtAYOUN FAR00Q STRUCTURES FLA. PE 1 16557 JAMS ANCHORS --- SEE HE:GHT COLUMN AT LEFT FOR EGRESS WINDOW'S DETAILS AND CAPACITY SEE SHEET 4, FOR COMPONENT SIZES SEE SHEET 3, 13 z U 0 = I - U o c� J, z Cj 0 o O n , CC (;) 1 cn o �� w L J» LD 0 0 z w z 0 drawing no. W96 -38 �0 Y 0 N 0 0 0 O 3/4' WEEP -NOTCH AT EACH END 3/16' TAPCONS I 2 6' FROM CORNERS--J 1. 19' OC. MAX, ! N 12 3/16' TAPCONS -2 6' FROM CORNERS 19' D.C. MAX. (15 as ©I DS3 -ANN. GLASS CR 3/16'- ANN. GLASS SEE CHART r OPTIONAL LATCH WINDOW CAN BE SUPPLIED WITH CALM LATCH AT MTG. RAILS OR SPRING LOADED LATCH AT SILL 3/16' X 2 -1/4' TAPCONS 2 6' FROM CORNERS --' 6. 24' O.C. MAX. ONE 1/4" X 3/4" ADHESIVE CLOSED CELL FOAM PAD AT EACH END OF FIXED MTG. RAIL. TYPICAL ANCHORS: A) INTO 2 BY W000 BUCKS 1 —3/8" MIN. PENETRATION INTO WOOD B) THRU 1 BY WOOD BUCKS INTO MASONRY 1 -1/4" MIN. EMBED INTO CONC. OR q■SONRY WOOD BUCKS NOT BY YALE, MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. GLAZING METHOD: EXTERIOR GLAZED WITH ROLL FORMED ALUM GLAZING BEAD. USE ADHESIVE BEDD COMPOUND SCHNEE MOREHEAD 5555 OR EQUIV., COLOR TO MATCH GLASS & METAL F SEALANT: ALL LOWER FRAME AND VENT CORNERS, AND HEADS OF INSTALLATION SCREWS AT SILL TO BE SEALED WITH ALUMINUM COLORED SEALANT, SCHNEE MOREHEAD 5504 OR EQUIV. PADS: L1 BY OR 2 BY w000 BUCK 1 BY OR 2 BY WOOD BUCK 1.625 DSB-ANN, GLASS OR 3/16'- ANN. GLASS - SEE CHART 1.750 ITEM 1 7 8 9 10 11 12 13 14 16 17 1 2 3 14A WINDO V VIDTH APPROVED AS COMPLYING 'NTH THE SOUTH ORIDA BUILDING CODE DAT �� � BY _ 7'I��1%L/�// PRODU NTROL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO. / //�• a PART / YE -169 YE -167 YE -102F 4 YE -152F 5 r YE -151C 6 YE -166 YE -92D YH -511 YH - 510 YH -509F YH -504 YH -515 15 q 10 X 3/4' 4 8 X 3/4' p 8 X 1' READ. 2 FRAME JAMB 1 VENT BOTTOM RAIL 2 VENT JAM3 AS READ, GLAZING 3EA3 2/ VENT BLOCK B. TACKLE BALANCE AS READ. 3UL3 VINYL AS READ. BULB VINYL AS READ. PILE - SCHLEGEL 187 X 250 2 VENT LATCH 8 FRAME ASSEMBLY SCREWS 2 FIXED RAIL SCREWS 4/ VENT VENT ASSEHBLY SCREWS — 1 O 1/4' SHIM MAX. 13 DESCRIPTION FRAME HEAD FRAME SILL FIXED RAIL VENT TOP RAIL CAM LOCK 2 CENTER OF VENT VCCD BUCKS NOT 3Y YALE OGRON MUST SUSTAIN IMPOSED LOADS 4 3/16' TAPCONS - SEE CCMPA,RATIVE ANALYSIS CHART FOR SPACING J Env OR. HUWAYCUN FAR000 STRUCTURES Fl_A. PE 1 16557 REMARKS 6063 -T5 6063 -T5 6063 - T5 6063 - T5 6063 -T5 6063 -T5 6063 -T5 ROLL FORMED ALUM. PVC (SINGLE) PVC (SINGLE) FIN SEAL (DOUBLE) NYLON CR CELCON ZAMAK PLATED CRS. CAD PLATED CRS. CAD PLATED CRS. 0 I Li' I ! 1 N 1 drawing no. W96 -38 ■ o rn 8 i 846 1187 3 124 974 RA.ME HEAQ , E -169 5063 -T5 FiXFD RAIL - 6053 -T5 '4-.9991 062 VENT TOP RAIL E -151C 5063 -T5 812 2 234 PENT BOTTOM RAIL rE -165 5063 -T5 1.625 I I 1,437 1.053 .062 --- L - 1.186 - 0 - 1 - -1.125 1 Ls- 062 PENT SID' RAIL YE -90D 5063 -T5 - 1 .937 I b- FRAME JAM@ YE- 102E 2.110 1.359 2.216 2.313 I .125 L- 1068, EGRESS CHAJR EXTRUSION YE -25 6053 -T5 2.437 .057 EGRESS HEAD & SILL YE - 172 EGRESS FRAME CORNER DFTAIL 2.675 3/4' 'WEEP NOTCH AT EACH END OF SCREEN RETAINING CUP I 2.437 - - 1.127 �I n— 1.447 -1 I 062 EGRESS JAMB YE -171 S,H, FRAME CORNER DETAIL N'1RGL DIVISION APPROVED AS COMPLYING 'rYITH THE SOUTH FLORIDA 8 ILDING CODE G, DATA , & 19 8Y PRODUC BUILDING CODE COMPLIANCE OFFICE ACCEPTA;tCE NO - ///. Engr. OR. HL' kAyOuN FAROOQ STRUCTURES FLA. PE / 16557 S.H. VENT CORNER D_TAI;. 7 7 . 0 I t U I c0 I O I T • ) drawing no. W96 -38 ) 1 3 �B) 4 /1/8' x 1" WEEP SLOT 5 -1/4" FROM EACH END ' 4 o v I \ O OPEN CELL FOAM PAD AT EACH WEEP SLOT a ° _ TYPICAL ANCHORS SEE ELEV. FCR SPACING L /4" MAX. SHIMS GLAZING SEALANTS AND PADS SEE SHT. 2 lie \ 1 TYPICAL ANCHORS SEE ELEV, FCR SPACING VEEP SLOTS 37" MAX WINDOW 'WIDTH \ DS3 ANN. CLASS / u i 14-1/2' MAX. HEAD & SILL EGRESS FRAMING DETAIL FOR SERIES -580 SINGLE HUNG WINDOiY SIZE OF SUB - FRAME = 37" X 50 -5/8" SIZE OF S.H. FRAME = 35 -1/4" X 48- 7/18" 1 BY OR 2 BY WOOD BUCK 7- ■ EXTRA ANCHOR . _ FCR 75 PSF RATING ONLY ZINC DIE CAST 3 PT. LOCK BAR SYSTEM ROTO HARDWARE MIKNON 1 100 W/ PLASTIC KEEPERS ITE1l # PART YE - 172 2 YE -25 3 YH -570 4 YE -8 5 YE -169 6 YF -23 7 YH -570 8 YF -25A 9 10 11 12 13 14 15 VINDOV VIDTH FOR SINGLE HUNG DETAILS AND CAPACITY SEE SHEETS 1 & 2. FOR COMPONENT SIZES SEE SHEET 3. YH -934 YH -940 YH - 942 YH - 944 YE - 171 YH -571 YF -1 SPACER SCREW LOCK 3AR DESCRIPTION HEAD y SILL EGRESS CHAIR EXTRUSION 4 BAR HINGE S WINDOW HEADER a EA THE RSTRIPP1N0 CHAIR SUPPORT SCREV LOCK BAR GUIDE 3 POINT LOCK 3AR OPERATOR PLASTIC STRI<ER EGRESS JAMS FOAM TAPE BLACK V -786 $ 10 X 3/4' SMS (AS REOD.) 1/4' SHIM MAX 14 I Engr. OR. HUI AYOUti FMR000 STRUCTURES FlA PE 1 16557 UN 1 9 1998 ° 0 a 4 REMARKS 6063 -T5 6063 -T5 STAINLESS STEEL 6063 -T5 6063 -T5 410 - 24 X 5/8' MS PH SANTCPRENE a 8 X 1/2' TEKS PH ROTC HARDWARE ROTC HARDWARE ROTC HARDWARE ROTC HARDWARE 6063 -T5 NORTON 3/8' X .188 CAD PLATED STEEL DESIGN LOAD RATING FOR THIS SIZE OR SMALLER ANCHORS /JAMB EXT, INT, 4 5 65.0 75,0 65.0 75.0 TYPICAL ANCHORS: A. IF INTO 2" BY WOOD BUCKS 3/1 6" DIA. TAPCONS WITH 1 -;!/3" MIN. PENETRATION INTO WOOD B. IF INTO 1 " BY WOOD BUCKS OR INTO MASONRY 3/16" DIA. TAPCONS WITH 1 -1/4" MIN. EMBED INTO MASONRY `.IOOD BUCKS NOT 3Y YALE CGRDN r HUST SUSTAIN IMPOSED LOADS f. I ° TYPICAL ANCHORS SEE ELEV, FOR SPACING APPROYED AS COMPLYING WITH 11-4F SOUTH flORIDA BUILDING CODE DAT f 19 PRODU DAIROL DIV!S,O,N BUILUINC COLE COMPLIANCE OfflCf A,CEPTANCE NO. / / L7 �1 r iM I / D a, i z co' j J 1 z W `° 0 Ni I '—. H. N I Q D o mo oo ° ' !0 I C 4,y 10 0 't 10 L .- o z o 'C, > Q r ko d 0 C:4 �� N ° I44 wN� 1 z i 0 l0 I ° z 13 c z ' Z_ r I -J CD z (7' ocr LT) O I C �I 1 Z 0 cc O 4, U1 w cD I� I 7 0 -5 ) Growing no. W96 -38 This property decribed as: Lot 9 and the West `z of Lot 8, Block 3, AN AMENDED PLAT OF MIAMI SHORES SECTION NO according to the Plat thereof, as recorded in Plat Book 10, Page 70 of the Public Records of Dade County, Florida. t .rtK1 PROPERTY OF: Igor L 0 1 I � r .� a ' - o T. Not valid unlessembossed with Surveyor's Seal. /z.,10 y r I I 4e 2• ts ::.. 70 e /J,,,// U o !t1 A BOUNDARY St R\I' 1 hereby certify that the sunev repre- sented hereon meets the mrninurm technical standards set torch by the Board of land Sur vesors pursua; to Section 472 027, f la. Statutes 1 her:• are no en( roar hrnc•nts,osrrlaps,ease appearrn on tre Plat, other titan as shown et etc;.,. i 1la' Reg. Land Survesoc No Z E VA r 5 1 0 11 N • `n' t' t9 f/- � G O /lC i / 3. t7 �� Williams, 30 N. I;. 94th Scree vimummur N SCALE 3 /0' M' ,v DATE - 24 - jo _OC, ( ///9/i /' /' /) Note: Underground encroachments and uti 1 it.ies, if any, not located. LLUOD / )N1 : X Certified To: McCloskey- Norwalk Title Company, American Title Insurance Company and Continental Trust. Mortgage Company, its successors and /ol _ aS5l(Tll . c "�= G /r`:�/ mil✓ i ,e /ii /U /e: ). / /ib lc % <li, e &1,'G' C1JG",e1C'r:Vi , Miami Shares, Florida. LANNES and GARCIA, INC. ENGINEERS - LAND SURVEYORS - LAN[) PLANNERS Office address: 359 Alcazar Asenue, Coral Gables, Florida 33134 Mailing address: P.O. Box 561131, Miami, Florida 33156, DRAWN BY DRW'G. NO /Gi' %mil/ inn --6793 MARK TOP VIEW LOAD TABLE FOR A cC(.)rSDIo 3 OPENING SIZE POSITIVE PRESSURE NEGATIVE PRESSURE (INChES) (+ P.S.F.) (- P.S.F.) 74x51 108x51 75x39 38 x 39 75 x 39 45.08 45.08 45.08 45.08 45.08 47.81 47.81 47.81 47.81 47.51 ZONE INT. 1NT. INT. 1NT. INT. SCOPE Or WORK: hi-T100 ACCORDION 5hUTTER. 5Y: AE MASON LTD. CORP. ACCEPTANCE No.: 99- 1028.07 REVISES No.: 98- 0402,08 GENERAL NOTES: I . ONE STORY C.B.5. (0- 15') hEIGhT. 2. EXPOSURE C. 3. ASCE 7 -85 WIND CODE. 4. BASED ON TRIBUTARY AREA. 5. CONTRACTOR TO VERIFY ALL DIMENSIONS, ACCORDION 75 x 39 3.52 5Q. FT. +45.08 P.S.F. -47.81 P.S.F. No.: 99- 1028.07 ACCORDION 75 x 39 3.52 SQ. FT. +45.08 P.S,F. - 47.81 P.S.F. No.: 99- 1028.07 ACCORDION 74x51 6.02 5Q. FT. +45.05 P.S.F. - 47.81 P.S.F. No.: 99-1028.07 . ACCORDION ACCORDION 108 x51 75x39 6.02 50. FT. 3.52 50. FT. +45.08 P.S.F. +45.08 P.S.F. - 47.81 P.S.F. - 47.81 P.S.F. No.: 99-1025.07 No.: 99-1026.07 GARAGE. 0 U r u L.1 m 0 0 O DATE: 06 -05 -01 1 DRAWN BY: 1. VALI DO SCALE BY: AS SHOWN JOB No G:\ JiMENE? 5r1EET 1 \ OF: 1 50E1E (5)