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205 NE 101 St (7)0 0 E 0 c 0. N d O 0 0 0 O cN 0 0 3 0 0 O O r co o n -' 8. 1 0 0 u 0 u, N / O 0 0 j 9 c 0 sE u 10. I 1 . 1 = .0551 t2 = .076 HEADER -CLG. MOUNTED SCALE: HALF SIZE t1 = .076 3.993" '52" 4,478" ® ADAPTER SLAT SCALE HALF SIZE ® HEADER.WALL MOUNTED SCALE: HALF SIZE 4.078" 4.534" ® 1Yp. SLATS SCALE HALF SIZE .052" 1 j GENERAL NOTES; THESE APPROVAL DOCUMENTS REPRESENT A SHUTTER SYSTEM ANALYZED WITH THE PROVISION SET FOR THE ISSUANCE OF A NOTICE OF ACCEPTANCE (NOA) BY MIAMI -DADE COUNTY PRODUCT CONTROL DIVISION FOR THE FLORIDA BUILDING CODE, 2001. 2. TO VERIFY THAT THE ANCHORS AS TESTED, ARE NOT OVERSTRESSED IN THESE APPROVAL DOCUMENTS, NO INCREASE IN ALLOWABLE STRESS WAS USED IN THE FASTENER ANALYSIS. 0 a 3. DETERMINE THE POSITIVE ANC, NEGATIVE DESIGN LOADS TO USE WHEN REFERENCING v, THESE DOCUMENTS IN ACCORDANCE WITH THE GOVERNING CODE AND GOVERNING I WIND VELOCITY. FOR WIND LOAD CALCULATIONS IN ACCORDANCE WITH THE FLORIDA BUILDING CODE 2001 A DIRECTIONALITY FACTOR OF Kd =0.55 SHALL BE USED. N 4. THESE APPROVAL DOCUMENTS ARE GENERIC AND DO NOT INCLUDE INFORMATION o FOR SITE - SPECIFIC APPLICATION OF THIS SHUTTER SYSTEM, on 5. 0 N 6. THESE APPROVAL DOCUMENTS ARE SUITABLE TO BE APPLIED BY THE CONTRACTOR z PROVIDED THE CONTRACTOR DOES NOT DEVIATE FROM THE CONDITIONS DETAILED .- E NOTDEVIIATTE IN E EITHER FORM VERIFIES U DOES ORMATER AL FROM THE STRUCT STRUCTURAL SUBSTRATES - DETAILED HEREIN. u I- 7. ANY MODIFICATIONS OR ADDITIONS TO THESE APPROVAL DOCUMENTS WILL VOID I THE APPROVAL DOCUMENTS. THESE APPROVAL DOCUMENTS COMPLY WITH CHAPTER 61G15 -23 OF THE FLORIDA ADMINISTRATIVE CODE. WHEN THE SITE CONDITIONS DEVIATE FROM THESE APPROVAL DOCUMENTS, THE BUILDING OFFICIAL MAY ELECT ONE OF THE FOLLOWING OPTIONS A) REQUIRE THAT SITE SPECIFIC DOCUMENTS BE PREPARED, SIGNED, DATED AND SEALED BY A LICENSED ENGINEER OR REGISTERED ARCHITECT, WHICH DETAIL AND JUSTIFY THE DEVIATION. SAID DOCUMENTS SHALL BE SUBMITTED TO THE PRODUCT ENGINEER FOR REVIEW AS A CONDITION TO THE BUILDING OFFICIAL GRANTING HIS /HER APPROVAL. B) REQUIRE THAT A ONE -TIME SITE SPECIFIC APPROVAL BE APPLIED FOR AND SECURED FROM THE MIAMI -DADE COUNTY PRODUCT CONTROL DIVISION. WHEN THE SITE CONDITION DEVIATIONS OCCUR WITHIN THE HIGH VELOCITY HURRICANE ZONE AREAS, ONLY OPTION "B" SHALL BE ACCEPTED BY THE BUILDING OFFICIAL. EACH SHUTTER ASSEMBLY SHALL BE PERMANENTLY LABELED AS FOLLOWS: MIAMI HOME SHUTTERS INC. HIALEAH FLORIDA MIAMI -DADE COUNTY PRODUCT APPROVED ALL SHUTTERS SHALL HAVE A LOCKING MECHANISM AT CENTER OR SIDE CLOSURE WITHIN 18" OF CENTER (VERT.). LOCKING MECHANISM SHALL BE LOCKED TO PROVIDE HURRICANE PROTECTION. 11. STORM SHUTTER EXTRUSIONS SHOWN SHALL BE 6063 -T6 ALUMINUM ALLOY, U 0.N. J 12. ALL SCREWS AND BOLTS TO BE 2024 -T4 ALUMINUM ALLOY, STAINLESS STEEL, co J'1 OR GALVANIZED STEEL WITH A MINIMUM TENSILE STRENGTH OF 60 K.S.L, U 0.N. POP RIVETS TO BE 3/16 "0, 5052 ALUM. ALLOY. U.O.N. 13. TOP AND BOTTOM DETAILS MAY BE INTERCHANGED AS FIELD CONDITIONS REQUIRE, 14 15. FLOOR TRACKS MAY BE REMOVABLE AT NON- STACKING LOCATIONS. USE REMOVABLE ANCHORS SUCH AS POWERS CALK -IN ANCHORS. THIS SHUTTER SYSTEM 15 PATENTED WITH THE U.S. PATENT AND TRADEMARK OFFICE, PATENT No. 5,755,270. 02/20/03 13.01 1.840 875" 90' t2 TYP. 2) I 2 1 91.5 2 .r �I i It 9 Whim .483" (TYP. 2) t = .055" .326" 620" 1 = .0'16" 840' If3 =,125" @ BUILDOUT WALL HEADER SCALE: HALF SIZE 0 0 0 CENTER MATE 1 SCALE HALF SIZE 411 i 2" MIN.-5" MAX. ANGLE SCALE HALF SIZE 2.373" t.158; 44 151' 1.350" (OPTIONAL) () LOCKING CLIP 1 S SCALE: HALF SIZE C 4 0 472" I.D. 612" 0.0 0 t 500" { • 1.100" 0 4 f 22 = . N .095'1 1 .442"• TYP. q EVERY @THE J SIDE JOINT AT TOP @ ROLLER ASSEMBLY SCALE HALF SIZE 2 L.20 .945" y •b00" 620' I) 1 t t2 t3 t2{ 752' t - 07 6' = Q9 O SIL-ALL S MOUNTED scAL 9 42' _ 1.559" 01" CENTER MATE 2 SCALE. r'.',LF SIZE NYI I)N 'r,'HEEL RIVETED IN PLACE .251" 2.984" 2.795" f1 WALKOVER SILL 16 FLOOR MOUNTED SCALE: HALF SIZE 0 0 (•-• Cis STAINLESS S 'EEL t• 375" ASSEMBLY f` 3- { �15 , . T 1 ' r- .320 "0 HOLE r I 1 O .058' IP 1 I I 230" ;300 T GB( SCALE FULL SIZE ±- 360" 0 o c N z 9'a 1.685" 465'.00" 6 • -4 n ` II 055'` (TYP.) 0 711 ® AD). SILL -Tr,P SCALE HALF S E m O 0' BOTTOM MAX CARRIER SHINa 0' .248 y .485" '115" I L, I �J�o II m I I ;300'; MAX. 3.245" 3.049 .080'= 250" .949" 1.391' 1.891" a0 07 N LOCKING ARM ALIGW N ° BUSHING (NYLON) SCALE HALF SIZE \ \\ 055'- ff (TYP.) 1.533" 19)".. S .. o .285" 10 b- 0' N 0' r C tn N O 4 O CENTER MATE 1 MU LOCKJNG ROD) 9a SCALE: HALF SIZE @ INSERT 13 SCALE HALF SIZE t = .200" 956" `F$ 055" '# .055" .641" ADJ. SILL -BOT! ALTERNATIVE SCALE HALF 2E ( ADJ. SILL-BOT. SCALE HALF SIZE 0 J -097' 0 Rl INSIDE HANDLE SHIM (NYLON) SCALE HALF SIZE 1.533" r> n .095 I I - .250" 3.283" 1625" 42' .942" -.136" .060 I 1.659" 2.101" 3.465" 3.267 .630" I.D. . .165" I. . .285" 0.0. 1.039" 1/B' THICK STAINLESS STEEL O LOCKING ARM 14 SCALE: HALF SIZE 050" ,025= (TYP.) 1 1.250" 1 090 END SLAT SCALE. HALF SIZE 1.250" 60 .345" r4 PRODUCT REVISED as coulptyii:g with ea Fi0r Bidding Code Acceptance No 83 - E :piratic. ate 0 B Nliarat Dad roduct Coot:ol Dig isioa 1250" 985" 400i' .050 � FU\T END SLAT SCALE: HALF SIZE CENTER MATE 2 CW/ Loc.NG ROO) SCALE: HALF SIZE ZN W VI W < _ 0 • cC Q V F- N o W �+ Z z x° 8 NININIIImismosmob IV °J C7 co w O 0 O a) LL CID O • W _� o r 3 8 5 CC 1J 3 6 U co O w CO z 111 8 GWINIIIIIMINEWSINNI PROFESSIO VJ, KNEZEV1CH 1 ��y11 N EEII R Lkmx 7•. 0 0 0 0 : o e . 0 1 N O O O N O 6 9 scale AS NOTED, des'gn by VJK >_ dare 10/17/2002 drawn by MCR; checked Cyl VA, drawing no 03 -802 ( sheet 1 of 7 ►Z u c. r . 4::..k (c) 1•r. �.� c — ' ,c C� fx } MIN 5 C -$1Lk lo'< �3 G�s (a.ta4 t! O i.T 4.) SCALgt t 7. 4•••••••••■•••••••••••••• v. • • , var.. s r i 3..44 34‘, Y4401VK t14 • 40e C -;s) • 4. O. • frtg 0 ;2 : - ..• • • 3 • • . 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CoCoa A4 P . 1.: if o" 1040 0 a t F: 'x. • K mil beari ]4'.'wN 7 A:l Y.::.u"f.k > I INSIDE CLOSURE T" HANDLE W/ SHIM n • cc v 0 0 0 ri N O u a� O 0 V 0 0 O 0 0 c V U 7 02/20/03 13.01 BOTTOM TRACK VARIES - NO LIMIT TOP TRAC(S 7 SECTION. --- LOCKING MECHANISM OR BELO CENTER GENERAL NOTE 10) TYPICAL ELEVATION N.T.S. PLAN VIEW - FASTENER ((a`,L" (SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR). SEE FASTENER SCHEDULE OPTIONAL DRILL 5/3 "0 HOLE FROM BOTTOM OF EXTRUSION BEFORE ASSEMBLY FOR TRUSS HEAD BOLT (TYP,) ALT. LOCATION OF LOCKING MECHANISM AT SIDE - MJ.N.-SHUTTER SEPARATION FROM GLASS. (SEE SCHEDULE SHEET 5). DISTANCE TO BE MEASURED FROM BACK OF SHUTTER BLADE OR FROM HANDLE WHEN MOUNTED INSIDE. SINGLE ARM LOCKING MECHANISM AT CENTER OR SIDE OF SHUTTER. LOCK MAY BE INSLAktETi` ON INSIDE OR BSTTSIDE OF SHUTTEF3" Q) 1 TYPICAL PLAN VIEW SCALE: 3" s 1' -0" 3/4" MIN. 1 -1/2" MAX. JOINT BETWEEN REMOVABLE AND FIXED SILL 1" x 1" x 1/3" ALUM. ANGLE W/ 3/16"0 POP RIVETS [cJ 6" 0.0 PLAN VIEW EXISTING/ GLASS SECTION S REMOVABLE FLOOR TRACK DETAIL SCALE : 3 "s 1'- 0" USED YI!T1 PIECES ( AND �[ LOCKING PIN SCALE: 1 -1/2" • 1' -0" FASTENER p 24" O.C. (SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR). EXISTIN STRUCTU RE , 00° (TYP.) 5 -1/2" ) & `c ASSEMBLY OPTIONAL ACCESS HOLE SEE SECTION B ON SHEET 3 FOR COMPLETE INFORMATION C5 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING MECHANISM IL AT AT OR LL OCK I MA INSTALLED ON * 2 -1/4' INSIDE OR OUTSIDE OF SHUTTER SINGLE ARM LOCK N.T.S. SINGLE ARM LOCK N.T.S. 2" MIN - SINGLE ARM LOCKING MECHANISM AT CENTER OR SIDE OF SHUTTER. INSI LOCK E OR OUTSIDE OF SHUTTER PLAN PLAN VIEW MIN. SHUTTER SEPARATION FROM GLASS. (SEE SCHEDULE FASTENER p 24" O.C. SHEET 5), DISTANCE TO BE (SEE ANCHOR SCHEDULE MEASURED FROM BACK OF FOR ANY ACCEPTABLE SHUTTER BLADE OR FROM ANCHOR). HANDLE WHEN MOUNTED IN51DE. (DOES NOT REPLACE SINGLE ARM LOCK) OPTIONAL CLOSER HANDLE N.T.S. (DOES NOT REPLACE SINGLE ARM LOCI, OPTIONAL CLOSER HANDLE N.T.S. 14 9a SINGLE ARM LOCKING MECHANISM AT CENTER OR SIDE OF SHUTTER. LOCK MAY BE INSTALLED ON INSIDE OR OUTSIDE OF SHUTTER SCALE: 3" s 1' -0" SEE FASTENER HECU,E 1_ 11 M {-- SC__ 17� I I I � I I 1" x 1" x 1/8" 3/16 "0 POP JOINT BETWEEN REMOVABLE AND FIXED SILL NYLON HANDLE NYLON HANDLE OPTIONAL PLAN VIEW SCALE 3" • 1' -0" SECTION 7 OPTIONAL REMOVABLE FLOOR TRACK DETAIL SCALE : 3 "s 1'- 0" —J - CARRIERBUSHING 12 7/16" 0,D. 19P BUSHING 13 INSIDE CLOSURE T" M HANDLE W/ \SHI 18�• arkial ,�,n�ta>rm1 CD - A A AIM a - B (TYP.) 6 -1/2" 100° • MI 0 v i 2 0 0 O 8 2 5 6 6 8 SOMMININNINOMMINIP r , o 0 s, co -o O a4 ▪ 2 CO �LL C/1 O w co CO Eio III I U � eigissisisomassome VJ. KNEZEV1CH PROFESSIONAL MEER FL License .. • • • 10983 A I � 7 B e L • MIIUh, 111111 HIuIlII • eo O N 0 4 20 #10 x 2" SMS. MANUFACTURED FROM #410HT OR 18 -8 STAINLESS W/ XYLAN 5200 FLUOROCARBON STEEL W/ XYLAN 5200 FLUOROCARBON COATING & .460"0 x .050" THICK 300 SERIES STAINLESS STEEL WASHER (TYP. TOP & BO TTOM) -, A5SE L Y ,-OPTIONAL LOCATION C5 CONNECTION TYPE REFERENCE ANCHOR SPACI SCHEDULE NG FOR MAX. - EXISTING STRUCTURE SEE SECTION L ON SHEET 4 FOR COMPLETE INFORMATION C4 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING 0.63" LONG NYLON 3/8" O.D. x 0.90" LONG NYLON BOTTOM BUSHING SCALE: HALF SIZE EXISTING{ GLASS #10 x 3" SMS. MANUFACTURED FROM #410HT STAINLESS STEEL W/ XYLAN 5200 FLUOROCARBON COATING & .660 "0 x .050" THICK 300 SERIES STAINLESS STEEL WASHER (TYP. TOP & BOTTOM) SCREW BUSHING & ROLLER/ BUSHING ASSEMBLY FASTENER ((T� 24" O.C. (SEE ANCHOR SCHEDULE 2" MIN. FOR ANY ACCEPTABLE ANCHOR). PRODUCT REVISED as complying with the Florida Balding Code Acceptance No 63 E3pir flog. Date Division 0 2 Ml aml Dad • it uct Control . 07 2v08 data 10/1 scale AS 1.4 OTC) (design by l VJK drawn by MCA 'cnectied by VJK drawing no 03 -802 }ire et 2.14 -1 1 0 0 0 0 0 0 -c E 0 0 0 0 0 0 v 2 al CO 0 r) 2 N CO 0 0 '1 i V SEE TABLE 2 OR DOOR- w!0 WALL MOUNT SECTION SCALE: 3" _ +'_0•• - GLASS 0„ 000R 02/20/03 13:01 EXISTING CONCRETE, MASONRY OR •O3 SEE A OR SCHEDULE fP. C2 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING TYP. EVERY OTHER RI ROLLER ASSEMBLY C2 CONNECTION 1YP REFERENCE ANCHO SCHEDULE FOR MA SPACING 5/8" MAX. 1/4" MA:<- 1/4" EXISTING CONCRETE, MASONRY OR W000 STRUCTURE. SEE ANCHOR SCHEDULE, TYP. C3 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING BUT DO NOT EXCEED 6' SPACING CONT. 11) CONT. 1/2" CONT. 4; EMBED. 5/8" MAX. 1/2" TWO 1/4 -20 MACHINE BOLTS W/ NUT OR #14 TEK SCREW (a1 12" 0. C. (TYP., TOP & BOTTOM) SEE TABLE 2 9- 3/16" MAX. ALT. ANGLE LEG DIRECTION, REVERSED ANGLE LEG MAY BE FROM ONE ANGLE OR FROM BOTH ANGLES (TYP.). /- C1 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING BUT DO NOT EXCEED 6" SPA NG • 1/2" 1 1 C !�1/2 1 CONT. (11) CONT. NOTE BOTTOM MOUNT DETAIL MAY BE USED AT TOP. (D BUILD-OUT MOUNT SECTION E SCALE: 3" = 1' -0" 34 0.- -J 3/16 "0 POP RIVET QJ OR #12 TEK SCREW (a 6" 0.C. (TYP.) XC Q w FL) w w N MAX- 1/2 EXISTING CONCRETE, MASONRY OR WOOD STRUCTURE. SEE SCHEDULE, TYP. EQ. EQ SEE TABL'E 2 OFD ` DOG a, ASSEMBLY ASSEMBLY 1" x 1" x 1/8" ALUM. ANGLE W/ 3/16 "0 RIVETS - 6' O.C. 1/4" MAX. C5 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX SPACING nCEILING /INSIDE MOUNT SECTION � JSCALE: 3" = 1' -0" 1/4 -20 MACHINE BOLT W/ NUT @ 12" O.C. (TYP.. TOP & BOTTOM) ROLLER ASSEMBLY (1 TYP. EVERY OTHER P L 01- w;0 O R D — 2 -7/8\ MAX. F BUILD -OUT MOUNT SECTION F SCALE: 3" = 1' -0" EXISTING CONCRETE, MASONRY OR WOOD STRUCTURE, SEE ANCHOR SCHEDULE, TYP, cEr MA X C4 CONNECTION riPE REFERENCE ANCHOR SCHEDULE FOR MAX, SPACING /16' 0 POP RIVET F'6" O.C. (TYP.) 1/4" MAX. EDGE DIST- OPTIONAL FASTENER LOCATION IN LIEU OF ANGLE SUPPORT - STAGGER ANCHOR 1/4" OFF CENTER C5 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING [ EXISTING CONCRETE, MASONRY OR WOOD STRUCTURE. SEE ANCHOR SCHEDULE, TYP. EXISTING WOOD TRUSS OR PAFTER pc. 24" MAX. 0 C. EXISTING WOOD CR STUCCO FINISH MATERIAL (i)TYP. TOP & BOTTOM SEE TABLE 2 r - C1 CONNECTION TYPE REFERENCE ANCHOR. SCHEDULE FOR MAX. SPACING 1/6" MAX,- • juJ 2" C1 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING 5/8" MAX. OR DOOR -- 1u 1 EMB MB • 7. T YP SEE TABLE 2 O 3 -3/4" MAR. L 1-. pAd9C TE0N O 1� r� � r . . `'- - C1 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING 11 CONT. - FOR LARGER SPANS 1 E TWO 2" x 5" AL. ANGLES (SEE SCHEDULE 1 TYPE C) 1 _5/8" MAX. � BWLD.OUT D MOUNT SECTION 1 z ,. 3, 1 z ,. 3 , 1 ## 14 SMS(al 24" O.C. MAX. IN BETWEEN TRUSSES 11 CONT. - FOR LARGER SPANS E TWO 2" x 5" AL. ANGLES (SEE SCHEDULE 1 TYPE C) C2 CONNECTION TYPE REFERENCE ANCHOR C1 CONNECTION TYPE SCHEDULE FOR MAX. REFERENCE ANCHOR SPACING BUT 00 NOT 1! SCHEDULE FOR MAX. EXCEED 8 -1/ 2" SPACING L I. SPACING i7 �/ - 1 /4-20 MACHINE BOLT W/ .� ,. 'JUT @ 12" 0.C. (TYP., TOP j • BOTTOM) SEE TABLE 2 EMBED. EXISTING CONCRETE, MASONRY OR WOGD STRUCTURE, SEE ANCHOR SCHEDULE, TYP. j . 1/2' —1/4" MAX, —1/4" MAX. TOP & BOTTOM ft ; 1/2 ' MAX— 1 EQ EQ WOOD SOFFIT/ @FLOOR MOUNT SECTION 1- V) 0 OR DOOR 0 w f - --1/4" MAX, z Q 0..w VI -J co 3- 0 J - Jw Q D XO Q w Zu w N 1/4" MAX. C3 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING EXISTING CONCRETE, MASONRY OR WOOD STRUCTURE. SEE ANCHOR SCHEDULE, TYP. 2" x 2" x .050" ALUM. TUBE TYP. TOP & BOTTOM 1/2 By Milian Dad Div ision 1/ 1/4" MAX— duct l 1/4" z Q a V1 O IL/ 1- 0 X Q MAX.— C2 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING BUT DO NOT EXCEED 8 -1/2" SPACING 5/8" MAX. Q BUILD -OUT MOUNT SECTION SCALE: 3" = 1' -0" 4" x 1/8" 6063 -T6 ALUM. CONTINUOUS PLATE W/ THREE 1/4"0 W000 LAG SCREWS WITH 2 -3/4" MINIMUM THREADED PENETR. "T" IN WOOD ca EACH RAFTER OF TRUSS, 24" 0.C. MAX. WHERE PLATE EXTENDS BEYOND LAST TRUSS, EXTEND PLATE TO NEXT TRUSS PRODUCT REVISED as complying witb the Florida Balding Code Acceptance No • - 0 Ezpi : tioa Date o Control 0 00 c 0 ty z Z N w � 1- Q� O Va O a z = z V � wI- J N Z NC L) N r g nt • 1 V 4 a � 2 H W W • • cn v • E .2 • 0 z v. • os o r Z V C/o x V z 0 0 8 SIVaximissmarame VJ. KNEZEVICH PROFESSIONAL .EEA FL Lkeflse NO: AT �aFl ►�1 A ?(1 ° i; ate 10/17/2002 5 cr 6 z U J !�1 i 3Cilt AS NOTEOJ design by VJK drawn by :I( it cn•cl by VJK� drawing no 03 -802 sheet 3 of 7 c n 0 E 0 c 0 E CJ O O rn - 0 0 0 .0 C A I� I S IV U STRUCTURE TWO 3/8 "O POWERS CALK -IN X01 3 -3/4" O.C. W/ 1 -1/4 MIN. EMBED. IN 3 KSI CONC. WITH 4 -1/2" MIN. EDGE DIST. OR FOUR 1/4 "0 ELCO CRETE -FLE 3" O.C. W/ 1 -3/4" EMBEDMENT & 2 -1/2" EDGE DIST. IN EACH ANGLE O R DOOR ALUM. BEAM & SHUTTER SCHEDULE DESCRIPTION SHUTTER SPAN 2 "x5" Tw =.125" Tf = .125" 2 "x 8" Tw = .072" Tf = .224 s ' -o .. 8' -0' 10' -0" 3' -0• 10' -0•" BEAM SPAN 9 ' -5' 8' -1' 7'-6" 14' -0•' 11' -6' 10' -4• 2 "x9" Tw = .072" Tf = .224" 5' -0' 8• -0" N N o aJ u .n `o T' ✓O 3/8 "O POWERS v CALK -IN p 3 -3/4" 0.C. W/. 1 -1/4 MIN. EMBED. iN 3 KSI CONC. WITH 4 -1/2" MIN. 0 EDGE DIST. CR FOUR 1/ 4"0 ELCO CRETE -FLE a 3" O.C. W/ 1-3/4 - / EMBEDMENT & 2 -1/2" g EDGE DIST. IN EACH ANGLE r 02/20/03 13:01 GLASS DR DOOR -- STRUCTURE 15 -5• 12' -5' 11• -2' 5/8" I MA 5/8" MAX. 2 "x3 "x1/4" 6063 -76 ALUM. ANGLE DETAILS '1 & @"' �V (MAX. DESIGN LOAD *72 PSF) ® TOp SUPPORT BEAM DETAIL SCALE: 3" : t' -0" (VOTE: 1. 2. 3. 1/ 4"0 THRU B3,._ TS 1" MIN. USE BEA SCHE ULE FOR DETAILS Q AND(, . SHUTTER SPAN TO E3E LIMITED TO THOSE SHOWN IN TABLE, SHEET 5. BEAM SPAN SHALL BE CONSIDERED AS THE DISTANCE FROM CL OF SUPPORT TO ri SUPPORT. SEE TABLE 2 DETAILS & w ACCESS HOLE 2 "x3 "x 1/4" 6063 -T6 ALUM. ANGLE THREE -1 /4"0 THRU BOLTS ALT. LEG DIRECTION (MAX. DESIGN LOAD; 72 PSF) O BOTTOM SUPPORT BEAM DETAIL ALUM. BEAM (SEE BEAM SCHECVI E BELOW FOR BEAM DESCRIPTION & r NA Ii3RIZONTAL SPANS) 0 1 J4 -2'7 S.S. MACHINE SCREW & NUT `c7 12" O.C. USE THRU BOLT OR ACCESS tj,QLE AS SHOWN IN DETAIL 2 L/1 1/4" MAX. 0 1.50" 3/16 "0 POP RIVET OR #12 TEK SCREW @ 6" O.C. AL. BEAM (SEE BEAM SCHEDULE ABOVE FOR MAX. HORIZONTALNSPANS) 1/4-20 S.S. MACHINE SCREW & NUT r]r 12" 0 C. PROVIDE 1 "0 ACCt HOLE IN BOTTOM OF BEAM OR USE THR BOLT AS SHOWN IN DETAIL 3.00" 3. 00" ANGLE DETAIL USING CALK -IN ANCHOR SCALE • 3 ": 1'- 0" DRILL 5/16 "0 HOLE 100- DRILL 7/16"o HOLE DRILL 5/16 "0 HOLE 1.13" 1' ANGLE DETAIL USING CRETE -ILEX ANCHOR SCALC : 3 ": 1'- 0" r CLASS II O DOOR-----1 I , SEE TABLE 2 I USE FOR WOOD PLATE SCHEDULE FOR MAX. jEDGE DIST S.S. LAG SCREW W/ 1-3/4" S4 ' PACING E I/ ® CEIUNG / IN S I DE MOUNT SECTION SCALE: 3" = 1' -0" PENETRATION INTO WOOD '\ \ PLATE @ 12" O.C. I \ ( TWO 1/4"O 5 S. LAG SCREW PENETRATION TUDS IN CENTER OF S 2" x 6" P.T. WOOD PLATE (MAX. DESIGN LOAD : 72 PSF) O WALL 3 MOUNT SECTION - USING 2" x 6" P.T. WOOD PLATE PLYWOOD AND STUCCO FINISH 5/8" MAX. 1 0 0 7j 3.75" ?1/2' 3.00" 1.00" a W r— G X Q 0 Z Q a Lq ti OR DOO - - - 1/4 -20 S.S. MACHINE SCREW & NUT p 12" O.C. PROVIDE 1 "0 ACCESS HOLE BACK SIDE FOR FASTENING TWO 1/4"0 S.S. LAG SCREW ((a� 24" O.C. MAX. W/ 1 -3/4" PEN'TR. IN CENTER OF STUDS 1"x3 "x1 /8 "OR 1 "x4 "x1/8" 6063 -T6 ALUM. TUBE (MAX. DESIGN LOAD 1 72 PSF) WALL MOUNT SECTION - USING ALUM. TUBE SCALE: 3" = 1' -0" - EXISTING CONCRETE, MASONRY OR WOOD STRUCTURE. SEE ANCHOR SCHEDULE, TYP. EQ. EQ. PLYWOOD AND STUCCO FINISH MAXIJ NISH 5/8" MAX. .i 1 SEE TABLE 2 OR D00R 3/16 "0 POP RIVET OR #12 TEK SCREW @0 6" O.C. (TYP.) & ASSEMBLY C4 CONNECTION TYPE REFERENCE ANCHOR S FOR MAX. SPACING x-1/4" MAX, OPTIONAL LOCATION C5 CONNECTION TYPE REFERENCE ANCHOR SEE TABLE 2 Z1/2" 1/4" MAX. 5/8" MAX. C4 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING X Q I-1/4" z W QJ WNQ . ZOW J Q J3 J 440 W X I E L) 3/16' 0 POP RIVET 6" O.C. (TYP ) 1/4" MAX PRODUCT REVISED as comp!) lug w ith the Florida Beiding Code Ac i3- 0 0 Ezpir cepteuce lion Date Yo 0 i �� MAX. Miami )ad,• .. Division uct Control lJ z Z N Lel W V Q0 0 . VI cC Q W Z S W u fV 0 Z SZ c, W O IOW r o h it i l o VJ. KNEZEVICH PROFESSIONS A EER i; License 10963 0 > d 1.. date 10/17/2002 scale AS NOTED des■9n by VJK 4 20C 0 I� O I 0 I fj 10 to 'drawn by ncRR /checked Dy vJc) drawing no 03 -802 J sheet 4 of 7 a MINIMUM SHUTTER SEPARATION FROM GLASS (IN) MAXIMUM ALLOWABLE SPAN SCHEDULE NEG. DESIGN LOAD (PSF) TYPE A ALL MOUNTING CONDITIONS EXCEPT © EO FO (FT - IN) TYPE 8 DETAIL OF OR DETAIL © W/ INGLE ANGLE REQUIRED 3 -3/4" MAX. B.O. (FT - IN) TYPE C DETAIL DOUBLE ANGLE REQUIRED 3 -3/4" MAX. B.0 (FT - IN) TYPE D DETAIL 0 9- 3/16" MAX. B.O. (FT - IN) I 30 0 13 - 1 12 - 4 13 - 1 12 - 7 38.0 13 - 1 11 - 0 13 - 1 11 - 2 40.0 12- 11 10 -8 12 -5 10 - 11 48.0 12 - 4 9 - 9 - 10- 4 10 - 0 52.0 12- 1 9 -4 9 -7 9 -7 56.0 11 - 11 9 -0 9 -0 9 - 3 61.5 11 - 7 8- 7 8- 7 8- 10 632; 11 -6 8 -6 8 -6 8- 8 66.3 - 11 8 -3 8 -3 8 - 5 67.5 10 -9 9 -3 8 -3 3 -5 71.2 10 - 1 8 -0 8 -0 9 -2 1-- 75.0 9 -8 7 -8 7 -8 8 -0 81.4 8- 11 7- 0 7- 0 7- 4 86.8 8 -5 6 -7 6 -7 6- 10 91.4 8- 0 6- 3 6- 3 6- 6 100.0 7 -3 5 -9 5 -•9 5 -0 110.0 6- 7 5- 2 5- 2 5- 5 120.0 6 -1 4 -9 4 -9 5 -0 130.0 5- 7 4- 5 4- 5 4- 7 140.0 5- 2 4- 1 4- 1 4- 3 150.0 4- 10 3- 10 :1•-10 4 -0 160.0 4- 6 3- 7 3- 7 3- 9 170.0 4- 3 3- 4 3 -- 4 3- 6 MINIMUM SHUTTER SEPARATION FROM GLASS (IN) MINIMUM SEPARATION POSITIVE FROM GLASS ACTUAL FOR DESIGN SPAN INSTALLATIONS LOAD (W) (FT - IN) SS T OR (PSF) ABOVE GRADE (INCHES) MINIMUM SEPARATION FROM GLASS FOR INSTALLATIONS GRLAT THAN E 30 GRADE (INCHES) 30.0 5 - 0 2 -7/8 1 -1/2 • • 2 -7/8 1 -5/8 2 -7/8 1 -5/8 3 2 -1/8 3 -3/4 2 -7/8 2 -3/4 1 -1/2 40 2-7/8 I 1 -5/8 2 -7/8 1 -5/8 3 2 -1/4 3 -3/4 3 8 - 0 -7/8 1 -1/2 - --11r 50.0 -'T - 1 -5/8 2 -7/8 1 -3/4 11 - 0 3 2 -1/2 12 - 2 3 -3/4 3 60.0 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 1 -3/4 11 - 8 3 -3/4 3 70.0 5 - 0 2 -7/8 1 -1/2 7- 0 2-7/6 1 -5/8 8 - 0 2 -7/8 1 -7/8 9 - 6 3 2 -1/4 10 - 4 3 2 -5/8 80.0 5 - 0 2 -7/8 1 -1/2 7 - 0 2 -7/8 1 -3/4 3 - 0 2 -7/8 1 -7/6 11 - 0 3 -1/8 3 -1/8 12 - 1 4 4 90.0 5 - 0 2 -7/8 1 -1/2 7 - 0 2 -7/8 1 -3/4 8 - 0 2 -7/8 2 11 - 0 3 -3/8 3 -3/8 11 - 6 3 -7/8 4 100,0 5 - 0 2 -7/8 1 -1/2 7 - 0 2 -7/8 1 -3/4 8 - 0 2 -7/a 2 9 - 0 3 2 -3/4 10 - 3 3 3 0 0 9 0 v y 0 0 10� 02/20/03 13:01 1" < 2" x 1/3" ALUM. ANGLE 3 #10 TEK SCREWS OR 3- 3/16"0 ALUM. P0? RIVETS (TYP.) 2 "x2 "x /8" /.LUM. TUBE 6053 -73 ALLOY -! ALT. CLOSURE DETAIL SCALE: 3" = V-0" 2" MIN 1' FASTENER 24" 0.C. (USE ANY ANCHOR :N ANCHOR SC:1 CLLE) FASTENER 24" 0.C (USE ANY ANCHOR IN ( ANCHOR SCHEDULE) 6„ CLOSUo CLOSURE DETAIL SCALE NOTE: TITHER CONDITION MAY BE TYPICAL FOR EITHER SIDE CORNER CLOSURE DETAIL SCALE: 3" , 1' -0" /-2" x 2" x .125" ALUM. ANGLE CONT. 410 TEK `;CREW OR 3/16"0 ALUM. PCP RIVET @ 24" G.C. (TYP.) TWO 1/4 "0 FASTENERS EACH ANGLE (SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR) 1/4 -20 TRUSS HEAD BOLTS & NUTS W/ LOCK WASHERS p 24" 0.C. EXISTING STRUCTURE HALF OF ;:1C x 1/2" GAL ✓ANI1 -EF) SK--; t;R 3i l6"0 Al UM. 0 0P RIVET 18" c.c. 1" x 1" x .055" ; 1" x 2" x .055 "; 2" x 3" x .055" ; 2" x 4" x .05 OR 2" x 5" x .125" AL. ANGLE 410 x 1/2" GALVANIZED SMS OR 3/16 "0 ALUM. POP RIVET pe 18" O.C. 1" x 1" x .055" ; 1" x 2" x .055 "; 2" x 3" x .055" ; 2" x 4" x .05 OR 2" x 5" x .125" AL. ANGLE USE MALE OR FEMALE AS REQUIRED ® ALT. CORNER CLOSURE DETAIL SCALE: 3" = 1 -0 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 INT.•;RPOLATiON MAY BE USED TO DETERMINE ALLOWABLE SANS. 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. MIN. SHUTTER SEPARATION FROM GLASS (SEE SCHEDULE SHEET 5) 0.062" THICK RECESSED SILL 3105 -H32 OR 6063 -T6 ALUM. ALLOY (1/8" BELOW CONCRETE) 1 -1/4" O ALTERNATE FLOOR MOUNT DETAIL R SCALE: 3" • 1• -0• T A B L E 2 N 2 m LL Q o S 3 ( 0 � " x N X V 0 S Y g y 5 N 5g z y z°: I rz 0 0 U 0 6 cc 0 m ILI 0 cO 0 E7 0 0 0 0 ED 4- 1/4" MAX . EXISTING STRUCTURE MIN. 3,000 P51 CONCRETE CONCRETE FASTENER (a1 8" O.C. ANY SCHEDULED FASTENER IS ACCEPTABLE PRODUCT REVISED as complying with the Florida Bolding Code' Accepirnce No 03 - 0 ¢ al. 0l Expiration Date 0 / IW Zoo,g 1 L.•✓ ci" roduct Control By Miami D a Division dale 10/11/2002 brawn by M (c.ne c4e0 Cy) V/K Ora wing no 03 -802 sheet 5 of 7 'stale AS NOTED Oeuyn by VJK n 0 .7 0 0 0 0 0 0 t ■ 0 i 1 0 i Cr" 2 u u u c1 U 0 0 7 02/20/03 13: 01 0 c, 0 r ANCHOR T'7'PF /; U.0 1/4"0 ITW TAPCON W t 1 -1/4" MIN. EME +ENT 105.0 (1464 NCREIE) 1/4 "• POWERS CALK -1N 4/ 7/8" EMBEDMENT i 1/4 -20 STAINLESS STEEL MACHINE SCREW (LS;N. 3,000 P.$.1. CONCRETE) 1/4 "O POWERS ZAMAC NAIL -IN W/ 1 -1/8" MIN. EMBEDMENT (MIN. 3.0.0 PS.1. CONCRETE) * `v • ae,V 1/4 "o ELCO MALE/ FEMALE "PANELMATE" 1 -1/4 MIN. EMBEDMENT b 1/4 -20 MACHINE SCREW 'WITH NUT (MIN. 3,31:4 P.S.I. CONCR[IE) 1 /4 "0 WOOD LAG W/ 1 -3/4" MIN. THREAD PENETRATION SHEAR PARALLEL OR PER ?. TO W000 GRAIN ®® 45.0 57.0 73.0 12 12 105.0 12 9 170 0 12 5 45.0 12 12 57.0 12 12 CONNECTION TYPE (SEE NOTE 3) C1 C2 C3 C4 C5 • 45 0 170.0 73.0 105.0 8 170.0 6 4 5.0 12 57.0 12 12 12 12 1 9 73.0 12 1 12 12 10 6 105.0 170.0 12 12 7 12 a ®® 12 El '2 12 12 9 6 12 6 � 10 6 10 5 5 121 12i 7 4 10 5 �� 4 8 3 4 3 g © . rreD, 12 12 12 12 9 12 12 12 111'4121 n. 9 0 12 12 12 12 10 7 12 12 12 7 5 12 12 ,2 12 8 5 12 9 9 5 4 5 8 5 4 12 5 4 4 3 5 4 4 3 12 5 4 4 3 12 5 12 10 5 12 12 12 7 4 12 12 12 6 12 ; 8 5 10 10 10 5 3 7 8 11 6 3 8 ll 4 4 4 r 3 3 4 4 7 6 //� 3 T �, 3 ' , 6f•' z 3 rAry 3 12 12 11 12112 12 CONNECTION TYPE (SEE NOTE 3) C1 C2 C3 C4 C5 5 7 4 12 12 1 1 12 8 6 12 6 4 6 5 3 4 4 3 4 4 3 2 2 5 4 3 i1 9 6 5 3 10 6 6 8 8 8 12 5 12 5 E. 12 5 4 4 8 4 { 4 4 12 ro 12 1 D 12 10 7 5 41 12 11 8 6 5 7 6 4 3 5 9 3 3 5 12 12 12 12 12 12 12 e 12 4 12 4 12 12 12 12 12 5 5 12 12 12 12 12 6 12 6 11 6 6 9 7 7 MEI 11 10 9 6 5 7 6 12 5 12 4 10 3 9 3 9 3 3 7 �D 6 6 11 12 3 3 12 12 1 12 12 12 12 8 12 11 6 8 8 5 4 7 4 4 7 7 12 12 12 6 12 4 12 4 12 12 9 17 12 12 7 12 11 10 5 12 6 5 7 4 12 5 12 6 5 7 4 12 6 12 ® 12 12 9 12 12 12 12 5 7 4 12 5 7 4 12 8 12 5 6 6 10 10 D MEMO 1E1 1E1 MEI Eir AVA .4121 Adrat 10 D OD 0 DD 10 7 12 6 ©� MIDEIMEM EMU 8 3 ✓ 4 12 9 9 5 4 12 5 4 4 3 4 3 4 3 3 3 3 12 1 11 5 6 6 9 3 12 12 12 12 12 12 12 12 12 12 12 11 11 rn 12 12 12 12 9 12 12 10 C2 5 C 12 12 12 12 3 ®® ®D® M 10 12l® 9 �® DDD 7 12 12 12 12 12 8 10 9 6 2 E 5 7 4 CONNECTION TYPE CONNECTION TYPE (SEE NOTE 3) (SEE NOTE 3) C5 C1 C2 C3 C4 C5 C1 C2 C3 C4 C5 12 9 4 12 5 12 1 12 11 3 EDGE DISTANCE €fA NS UP 1'70 _ 8 . -0 ,• E OTE 1) 6 4 12 12 12 SPANS UP TO 9' -0" (SEE NOTE 1) 5 4 3 51 11 9 0 SPANS UP TO 13' -1" (SEE NOTE 1) C2 C3 C4 D4 40 12 4 4 7 4 12 4 1. 7 4 17 4 1. 7 4 12 10 10 9 12 5 5 7 4 4 4 6 4 4 4 4 3 3 3 3 3 6 5 5 5 5 r ,,, 1/4" ELCO TEXTRON HEX- FLAM,:E TAPCON/ HEX HEAD TA PEON W/ 1 -3/4" EMBED (MIN. 3,320 P3.1. CONCR,TE7 1/4 "o ELCO CRETE FLEX W/ 1 -3/4" MIN EMBEDMENT (MIN. 3,350 P.S.1. CONC.^.r) - TOAD tW) P.5.F MAX (sEE N')1E 1) I MEDERNe> FASTENER MAXIMUM SPACING (INCHES) REQUIRED FOR VARIOUS DESIGN LOAD (WI SPANS UP TO P S.F. 5'_3" 'POI E MAX. (SEE NOTE 1) (SEE CONNECTION TYPE NOTE (SEE NOTE 3) 1) 51 C2 03 C4 C5 4 5.0 12 12 12 9 7 57.0 73.0 105.0 170.0 45.0 5 73.0 105.0 170.0 450 57.0 73.0 105.0 170 0 12 12 12 12 12 11 4 4 5 3 12 12 12 12 11 12 12 12 12 3 12 12 12 10 0 12 8 0 ? 12 4 4 6 12 12 12 12 11 12 12 12 12 8 12 12 12 10 6 12 12 8 8 7 4 12 4 12 4 4 6 3 12 4 ANCHOR SCHEDULE 12 12 9 5 SPANS UP TO 5' - (SEE NRTE 1) CONNgCTI0N TYPE (SEE l'OTE : ) C1 C2 C3 C4 C5 12 12 8 1. 7 5 3 3 5 3 FASTENER MAXIMUM SPACING (INCHES) REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS MIN. 2' EDGE DISTANCE SPANS UP TO 8' -0" (SEE NOTE 1) 4 11 1, 4 11 4 4 12 12 SPANS UP TO 9 ' - 0 .. (SEE NOTE 1) 12 12 7 2 9 5 1 12 12 5 5 5 6 3 11 4 4 6 6 3 11 1 4 4 1 3 12 12 7 11 4 1 o 6 3 1 2 12 12 12 11 4 i 4 5 3 12 12 12 12 11 41 -1 .; 12 3 7 8 11 1 1 63�,2 4 17 12 12 12 11 7 12 5 I 6 1 7 1.. 1+ 4 2 12 12 9 5 12 12 12 I C 5 12 4 1 4 6 3 12 3 E 7 4 12 5 5 5 4 4 12 1. 4 6 3 12 4 4 5 3 3 12 4 4 6 3 12 4 4 5 3 12 12 12 12 7 12 12 12 11 7 12 12 12 9 6 j12112 12 8 8 8 4 1 . 5 7 4 12 6 5 6 4 6 3 12 4 4 6 3 5 3 12 4 4 5 3 LOADS AND SPANS MIN. 3,'4' EDGE DISTANCE SPANS UP TO SPANS UP TO 8 -0" 9' -0 (SEE NOTE 1) (SEE NOTE 1) CONNECTION TYPE CONN TYPE (SEE NOTE 3) (SEE NOTE 3) 51152 C3 C4IC5 C1 C2 C3 C4 C5 12 12 12 6 5 12 12 12 12 12 12 5 3 12 12 12 12 9 9 3 3 12 5 5 1 2 5 1. 3 / , 12 5 4 12 5 1. 3 12 5 4 ANCHOR SCHEDULE 5 4 4 3 3 3 3 SPANS UP TO 13' (SEE NOTE 1) CCNNECT!CN T 1 (SEE NOTE 3) 51 C2 C3 Ce.,_ 5 12 9 9 3 3 12 12 12 12 5 5 5 5 4 3 ,;, / 4 3 4 3 r 4 SPA145 UP TO (SEF. NOTE 1) CONNECTION TYPE �0 (SEE NOTE 2) C1 C2 C3 C4 C5 5 5 5 3 3 C C1 12 12 ) 12 ) 3 7 ' 7 4 I 12 - ANS UP TO 5 ' -8 ., (SEE 0Tt NNECTION TYP E (SEE NOTE 3) C4 7 5 1212 12 112 12 12 12 i 12 11 12 L 6 3 J 12 1 12 121 12 0 12 4 r 4 I 5 3 F7 10 10 9 12 4 5 12 6 4 12 8 1 3 7 4 12 12 12 4 I 6 3 1 4 I_4 5 12 4 14 5 1 3 12 4 r s 3 1 SEE PAGE 7 FOR ANCHOR NOTES I CONNECTION TYPE (SEE NOTE 3) C5 6 1. PRODUCT REVISED as complying with the Florida Biding Code Acceptance No • - • 1 0 • 0 - ] Expiration Date • ft. oc By Miami Dao Division roducl Control 0 ao s �1C alt AS N OTED VJ. KNEZEVICH PROFESSIONAL • NEER R Lkense N. •• 0933 I uL'� / • '. 4 200 8®IIuIII 11111 8111111111111 03 -802 N ' 0 I 0 0 N 0 l i- (7 N z (date 10/17/2002 ' drawn by nCR cNtched by VJK des■gn by VJK / draw,n9 no sheet 6 of 7 ANCHOR SCHEDULE '•ASTENER MAXIMUM SPACING (INCHES) REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS EXIST. STRUC. ANCHOR TYPE LOAD (W) P.S.F. -" X (SEE NC'TE 1) MIN. 2' EDGE DISTANCE 05 N PANS UP TO ,SPANS 5' -8" / (SEE NOTE ._ CONNECTION TYPE CONNECTION (SEE NOTE 3) ' C�2 C3 C4 C5 �1 Ml111.3_EDGE 8 .SEE'NOTE (SEE a UP NOTE C3 TO 1) TYPE 3) C. C5 DISTANCE SPANS 99' CONNECTION C1 (SEE (SEE C2 UP -0" NOTE NOTE C3 TO 1) TYPE 3) C4 C5 SPANS CONNECTION C1 . 13'-1" (SEE (SEE C2 UP NOTE NOTE C3 TO 1) TYPE 3) C4 C5 p i, SPANS UP 10 SPANS UP TO 5' -8" 8' -0" (SEE NOTE 1) ;SEE NOTE 1) SPANS UP TO 9' -0" (SEE NOTE 1) C5 SPANS CONNECTION C1 13' (SEE (SEE C2 UP -1" NOTE NOTE C3 TO 1) TYPE 3) C. CONNECTION (SEf C1 C2 T''PE 'CNNECTION NOTE 3; C3 C4 C5 C1 SEE C2 NOTE C3 TYPE 3) C5 CONNECTION TYPE (SEE NOTE 3) C1 C2 C3 C4 HOLLOW CONCRETE QLOCK � 45.0 S if f' 12 12 1J f0 12 X 11 , 7 7 4 9 - 3 7 9 7 -, 4 3 8 fl 8 4 ' 6 5 5 3 // 5 3 3 112 12 12 8 5 10 10 10 6 9 9 9 6 3 3 3 / 4 ' ,� 1 11 6 4 1 651 8 4 'I 7 5 6 A 5 MIN 3 3 A A �� imim 1/ o ITW TAPCO Nw/ 1 -1/4" IN. EMBEDMENT 73.0 105.0 - 7 :. 3 3 4 Aa , 4 � '/ d r P 3 3 , ' J r 3 f 8 1 8 8 5 3 6 3 3' 5 pra, '. 5 5 r 3 ' 4 W . II �irI �� , 3 4 4 4 ' 6 5 / 12 ' 3 �E 5 AM AM 3 ' 5 I��r ri'Ai' 12 12 7 4 ll'0 8 4 'M !,re M �a�N 3 " 4 3 3 ' 3 5 3 no 3 r 170 0 45.0 4 %a. %I' 4 12 12 12 7 5 11 '/'.R 11 11 5 A 4 ' „d 3 10 10 10 4 3 4 7 BUM 5 12 12 12 7 12 12 8 5 5 12 * 1/4 "C POWERS CALK w/ 7 /d" EMBEDMENT 1 /ti STAINLESS MA STEEL /1ACHIrlE I -IN SCREW 57.0 73.0 12 12 12 6 4 9 10 10 1C' 3 7 9 4 3 All' 3 5 6 C r V 5 ' 5 r ) 12 12 12 9 5 11 11 6 4 10 8 9 5 3 7 / ;' .�/ � 12 112 12 7 4 5 4 5 3 8 3 3 4 3 7 7 7 6 105.0 7 3 3 W 5 Kr , . 5' A 8 4 5 3 7 7 ME 8 8 5 170.0 45.0 5 12 AZ I r 5 8 9 9 6 6 6 Ilil , 7 7 7 4 6 4 5 I s 1 LA r .o m 5 ,/. 5 a 4 4 O 4 4 ' 8 4 1 3 � / , 7 t/ 4' 12 12 9 n ', 9 6 3 7 '�um r----1-- -- 57.0 9 1 G 10 7 4 ©'�� 5 6 MIN 4 ,'� 3 N t/4 "0 POWERS NAIL-IN W / 1 -1/8" MIN. EMBEDMENT W/ NUT 73.0 7 7 7 , 5 , 4' �'�_.*�/� w 12 12 9 5 3 � � 12 o 12 M, 6 4 4 4 4 11 /a Wan i _ / 11 11 3 , ',/ I 8 8 5 3 3 3 4' S " ' 4 �� / 3 ' 105.0 5'e 3 3 �d 1. , , 4 'M� 4 4 3 ' SP 170.0 45.0 4 12 4 3 12 12 12 10 5 12 12 12 7 ' 4 4 12 12 �/ 12 3 6 4 4 8 1. ELCO MALE/ F PAE_LMATE" 1 1 - tra nIN. EMBEDMENT IL 1/4-20 MACHINE SCREW WITH _ 57.0 12 12 �2 7 4 10 10 9 7 8 4 6 ) 6 6 1.1 01 \\\\--\\-- 1i 12 8 5 10 10 10 S 3 9 7 E 5 - Er raj a 3 73.0 11 11 11 5 3 8 4 • 7 3 �./ 3 12 112 1 6 4 4 v 8 6 67 4,104 M 4 12 4 12 4 91 7 6 6 12 7 0 12 3 / 12 4 ' MIX 3 ' E 4 6 8 i 'A I arra 4 4 3 U' 5 105.0 8 l• 4 � 6 e 6 �'J 6 6 � /'I 3 / ,,1 1 6 4 � 4 170.0 6 / [/ / /,I 3 / 6 // 6 7�!L 3 / / 45.0 1 12 10 5 11 11 111 7 4 10 10 11r. 6 7 � 3 E f rn l I . 1 12l 12 12 112112 7 12 57.0 12 12 12 6 L. 9 9 I 5 e 7 5, 5 F ;/ 112 12 10 5 11 11 11 7 4 10 E 9 6 3 7 - M tCaT" '�.Y'.I:SF' 73.0 10 10 10 6 3 7 L A 6 5 V / ' 3 5 r ` 12 8 -____1 7 [ 12 4 12 7 t• 8 7 7' 5 r 12 4 j 12 5 4 4 9 3 ,, 5 7 ? 7 12 3 T r; 12 3 A 12 4 4 4 8 r 4 • 4 7 7 7 leA r 8 rArA /Alto 4 4 5 3 i /4" ELCO TEXTRON HEX FLANGE TAPCON/ HEX MEAD TAPCON W/ 1 - 114" EMBED 105.0 7 5 3 3 r ,j t/ , 4 J v 3 5/ I1n!ml —1 -1 4 1 5 4 3 - 170.0 3 10 / 5 5 11 11 11 7 - .� 5 fi L. 10 10 10 3 5 6 3 7 3 d / / 45 0 12 12 12 12 12 12 12 7 12 57.0 12 10 12 10 12 10 8 ' 6 4 3 9 7 9 4 9 sElleniln45 .. ' �� b 5 12 12 12 12 10 1 5 11 11 7 4 10 8 9 6 3 7 " 4 ' 4 4 // d ', 1 /4 "c ELCO CRETE W/ 1 -1/4" MIN. EMBEDMENT FLEX 73 0 12 12 7 4 8 7 _ P� ' 4 ' _ 5 3 7 7 7 3 WA An 3 4' 4 A 7 7 7 'y A , /'O 105.0 t 170.0 7 3 3 4 5 5 7: 5 W j 3 5 ,L en ? 5 8 .. 5 1 3 5 /// / 3 3 11 // J/1 4 1 , c v cN o f at 4) L I ' CV ▪ r I ! 0 0 0 1 U I 2 .0 N S , 0 N e 0 0 0 :1 c 0 02/20/03 13:01 ANCHOR NOTES: 1 SPANS AND LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING ONLY. AVOWABLE STORM SHUTTER SPANS FOR SPECIFIC LOADS MUST BE LIMITED TO THOSE SHOWN IN TABLE 1, PAGE 5. 2. ENTER ANCHOR SCHEDULE BASED ON THE EXISTING STRUCTURE MATERIAL, ANCHOR TYPE AND 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 BE CONCRETE HOLLOW BLOCK OR WOOD 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, WOOD 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" z 4" (N1IN.) WOOD STUD. 3/4" EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMING. WOOD STUD SHALL BE "SOUTHERN PINE" G=0,5 5 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 AND MAY HAVE EITHER A PAN HEAD, TRUSS HEAD, OR WAFER HEAD C.3 BOLT), U.0 N. 9. M DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. 10 * DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE SCREW, NUT OR WASH.EREO WINGNUT. 11. FOR BUILD -OUT MOUNT SECTION OD ANCHOR SPACING SHALL NOT EXCEED 6-1/2" 0 C 12. FOR BUILD -OUT MOUNT SECTION EO ANCHOR SPACING SHALL NOT EXCEED 6" 0 C. PRODUCT REVISED as complying v.•ith the Florida Raiding Code Acceptance No D Expiration. Date 0 By Miami Da D1YiSIOn I' IA+.I !. /4 i► uct Control • l • 0 ZH -r- w � F- 1 11 2 0 w � !VD w �^ 0 ]C warewommismo LL ■� N p rn � m c) x > LL v) o (V W T ,- 1 0 1 1 0 �-a VJ. KNEZEVICH PROFESSIONAL ENGINEER F. Uc•nse No: , . •"H.9l3 d r 0 O z • 0 0 11 1 = [date 10/17/2002 (ora�" ey ` .,CAS 10 byl Via (scale ( ♦S NOTED (Oea1gn by ( VJK . Q 0 0 4 80 x 0 W 0 0 N 0 0 m U7 O 4 20D1 of COI N O 01 N' O' D 1- 03 -802 sheet 7 of 7 1 03/04/2003 01: 02: 02prn c cg RS':: CN . '261 4 0 40' 2c›.01' "t1 Fc.P. Ola' • 00" e. t"(). 00' 2C No(E7 ALL ti <tC14 S OF WAY, EASE MEfi F , SFr BACK AND ZONING I .FORM not4 duo$ 3t u0'Va:mmEi ay ARClit(ECr AP1JjOR OWNER r3ASED UPON DESIGN USAGE. 0 C S•:)'. 04 - 20' \\I O1 UNtir1N . F=tN, F= 3.0 ) r 0 ors' ► O.N. _ Ii -) )0 00' E Ev ;\fIOr1s SHOWN THUSLY_ A-- ! � -?�� ARE 'RE AfIVE f11£ rJ. ncrinr ruC VERTICAL DATUM OF 1329 (4 0 0 2 u0 r t o • v0 cC y J J 4 20 JUNE 1� , lyrac..) i • lot Nb, sc. A PORN t 0 N OF ca e.c• . CQ - S "3 • Q 1_OG C ",.)V — E CCAA �3 VC><\ 0t;._ MI AQ�11 DACE CWN(cs � U Plc),‘ `� 3c ? � 1� i r11; P L') QC 0".e- Putr.�1't Re yra oc Dottie.. .o,, Flc�r'ldca . SURVEYOR'S CER TIFICA TION: Vie hereby certify that the attached "Sketch of.Sur- vey'' of the above described property is true and correct to the best of our knowl- edge and belief as '.cE�ntly surveyed under our direction. DONALD W. Mclll rOyif ASSOC! TES, INC, Reg. Sunrey0r - � State of Florida pio - r VALID) UNLESS 3 aL. EL DONALD W. hititikcill A.` '3A1t „ IPA 531 N. EAU 31. !A!AMI ,910143, H . ‘11€3 � � SO _ r2 4 cJ RSV= - Cog 46 40' - 00'' . -(3. co' r y- PI PE 1\1. RCA). s?tc iT; Or WAY, EASEMENi` AN() LU fl;C, iNToR"4A TON ;it Y;' iF!;;0,MED i31 AR' ii4 TE'. T AND CR OWNER T3A5ED UPON DE31Gti ty,-;AGE. r 1 0I C +' q �J1 1 t 24 3 "3 ' ELEVATIONS SHOWN MOSUL 11�29� ARE RELATIVE TO THE NATIONAL ';crlr1F f IC VERTICAL DATUM OF 1929 O.N. '322(Q‘ 0 o o 2 1 � 'to \, V .Pe wNE~ , 1 ') Q 10 3 - °. �E : - \02 H1). i s „Ir. ss 44.), lot r 1- 00- P0R ON OF Co - S 3.41- Ln C NT V) N C C.t-\ BLO VN 1 1- \ L q° B.. G:a° ?)°\ 1 `ak () MtA4.11 `:1NORia DACE- CWiJ('( VIUR 1vA. � b\ CGDY V v1c 1 SU P1 CA‘ C C1'.a< ‘ \e) CA‘' P�� Z3 L' C "44" pu %c. Recoyas� of Daae,. Go., Glo•itc . SURVEYOR'S CERTIFICATION: We hereby certify that the attached "Sketch of Sur- vey' of the above described property is true and correct to best of our know!- edge and belief as)4, 4''ntiy surveyed under our direction. �/i�f� {pia o DONALD W. McdNr0SH AGSOCIAtES, itac. (peg. Sur.eyor .2 .j State of ficridi mar V,AL[rr: LJNLE' 9 f..3KALED OO A1O W. PAcittiitAa A.6.'3001%07... 531 if. E.118f ff. MIA SHOES, HA 311 �� O - 2 ( 4