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334 NE 99 St (5)AiZaPt : Y. I " 7vSt e IrL 593`f v4*- FM? Tz 1 445.14:i 0 AA;& - t 21 4.49 " avioN 14:44 zo t tA • 4 s Sri Gkkboit A1621 vi I . Qo G" ■ 1�� I i I )1 I I Z 10 Tz 1 445.14:i 0 AA;& - t 21 4.49 " avioN 14:44 zo t tA • 4 s Sri Gkkboit A1621 LEGENQ 0 R M C CL ENCR C.M. F.I.R. F.I.P. R/W WOOD FENCE WIRE FENCE NAIL PROPERTY CORNER RECORD FIELD MEASURED CALCULATED CLEAR ENCROACHMENT CENTERLINE CONCRETE PROPERTY LINE CONCRETE MONUMENT FOUND IRON ROD FOUND IRON PIPE RIGHT OF WAY D.E. U.E. FD. P O.H.L. P.P. TX CAN W.M. TEL. B.R. CH RAD N.R. DRAINAGE EASEMENT UTILITY EASEMENT FOUND PLAT ASPHALT OVERHEAD UTILITY POLE POWER POLE TRANSFORMER CABLE RISER WATER METER TELEPHONE FACILITIES COVERED AREA BEARING REFERENCE CHORD RADIAL NON RADIAL I HEREBY CERT STANDARD SURVEY() IN 472.027, FLOR IS BOUND Fr f Bi TH Hl d HI SIGNED RALPH SW: - OFF REGISTERE . LAND SURVEY N . 3411 STATE OF FLC.RIDA 25.00 $0.O0' 11; R Y SURVEY MEETS THE MINIMUM TECHNICAL FLORIDA BOARD OF PROFESSIONAL LAND ADMINISTRATIVE CODE, PURSUANT TO SECTION NOTES 0,2•GL Date of field work: 1/28/96 Completion date: 1/30/96 Flood zone: X Panel: 0093 Survey number: G -8108 Property address: 334 N.E. 99 Street Miami Shores, Florida 33138 Legal Description 1) BEARINGS SHOWN ARE EITHER ASSUMED, PER PLAT, OR PER RECORDED INSTRUMENT. 2) LEGAL DESCRIPTION PROVIDED BY OTHERS. 3) THE LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR EASEMENT OR OTHER RECORDED ENCUMBRANCES NOT SHOWN ON THE PLAT. 4) UNDERGROUND PORTIONS OF FOOTINGS, FOUNDATIONS OR OTHER IMPROVEMENTS WERE NOT LOCATED. 5) ELEVATIONS ARE BASED ON NATIONAL GEODETIC DATUM. (3) FENCE OWNERSHIP NOT DETERMINED. 7) WALL TIES ARE TO THE FACE OF THE WALL. 8) NOT VALID UNLESS SEALED WITH AN EMBOSSED SURVEYORS SEAL. 9) ONLY VISIBLE ENCROACHMENTS LOCATED. 10) NO IDENTIFICATION FOUND ON PROPERTY CORNERS UNLESS NOTED. AND AFFILIATED COMPANIES Lots 5 and 6, Block 41, of AN AMENDED PLAT OF MIAMI SHORES SECTION NO: 1, according to the Plat thereof, as recorded in Plat Book 10, Page 70, of the Public Records of Dade County, Florida. Certified to: Elizabeth Vidal; First Financial Title Company of Florida; Ticor Title' Insurace Company; Chase Manhattan Home Mortgage Corporation, its successors and /or assigns. 7700 North Kendall Drive Suite 409 Miami, Florida 33156 (305) 271.3655 Fax (305) 271 -8499 2201 Lucien Way Suite 402 Maitland, Florida 3751 (407) 875-1470 Fax (407) 875 -3195 Nationwide: (- 800. 227 -2854 Fax: 1-800-227-2860 I 1 � 1 1j I I II :I ll 1 d i I 1 ' p IrI I I �I � I 1 (( 1 1 T � -44- -- 0 2.250 062 . iY 1 R 250 • o o O N � ' 2.030 " U" HEADER SCALE 3" = 1' -0" 0� c = aaa A_T LEG GIREC TIOM 188 090 ITYPI 2.000 I PRODUCT MARKING r- PRODUCT MARKING (OPTIONAL LOCATION) LOCATION? 1.110 12.00 COVERAGE 13.50 FULL PANEL - T .313 r 469 HORIZONTAL LEG CPTIONAL .125 TYP. 5 00 MAX. 1 0 N STORM PANEL SCALE : 3" = 1' -0" y o O 1 2.00 1 t 0 ANGLE O ANGLE S CALE 3° r -0" SCALE 3" • -0" O "F" TRACK O WINGNUT 0 SCALE 3" t' -O" SCALE HALF SIZE GENEPAL NOTES. 1. THIS SHUTTER SYSTEM IS DESIGNED IN ACCORDANCE WITH THE SO..TH FLCRIDA BUILDING CODE. 1994 EOITION 2 POSITIVE AND NEGATIVE DESIGN PRESSURE CALCULATIONS SMALL SE PER.ORMED FOR SPECIFIC JOBS IN ACCORDANCE WI - H ASCE 7 -88 'MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES - . 3 STORM PANELS SHALL BE 20 GAUGE STEEL (t • .035 - 1 CONFORMING TO ASTM A446. STRUCTURAL QUALITY. 3RAOE D. WITH A MIN Fy = 53 1451. GALVANIZED IN IN ACCORCANCE WITH ASTM G60. EXTRUSIONS SHALL BE 6063 -T6 ALUMINUM. U.O.N. 4. PRODUCT MARKINGS SHALL BE WITHIN 12 OF ONE END OF THE PANEL WITH A MIN MUM OF ONE MARKING PER PANEL *No SHALL BE PERMANENTLY LABELED AS FOLLOWS: HURST AWNING CO.. INC. MIAMI. FL DADE COUNTY PRODUCT CONTROL APPROVED 5. All BOLTS .4 HALL BE GALVANIZED OR STAINLESS STEEL WITH A MINIMUM Fy . 33 KSI OR APPROVED COATED HARDWARE. 6 MATER @L SPECIFICATIONS NOTE) HEREIN ARE HE MANUFACTURER•S REPRESENTATION OFMAEER1ALS USED IN PRODUCT TESTING. 7. TOP t BOZTDM DETAILS SHOWN MAY BE INTERCHANGED AS FIELD CONDITIONS DICTATE. PANELS MAY BE MOUNTED HORIZONTALLY WHERE APPLICABLE. B. FOR TYPE I t TYPE 11 PANELS. AN OPT r x r x 16 GA STEEL 3AR MAY SOUSED TO CONTROL DEFLECTION OF STORM PANEL SYSTEM ON INSTALLATIONS BELOW 30• ABOVE GRADE. PROVIDE) THAT THE PANEL SANS USED ARE 101 30 LESS. AND THAT THE SEPARATION FROM GLASS IS 2 OR MORE BUT LESS THAN 2.S ". 9 TYPE t t I PANELS SHALL BE FASTENED AT MIDSPAN W/ 1/4 -20 = r BOLTS WITH OIE CAST ALUMINUM WASHEREC WINGNUTS OR JACKNUTS (SEE TYPICAL ELEVATIONS). FOR PANEL SPANS LESS THAN 43 ", MIDSPAN FASTENERS ARE NOT REQUIRED TYPE 11. •I PANELS UTILIZING A STEEL BAP SHALL BE FASTENED AT OVERLAPS AT MIDSPAN TO A r x 1' x 16 GAUGE STEEL BAR USING 1/4 -20 x 3 -1/2 BOLTS WITH DIE CAST ALUMINUM WASHERED WINGNUTS OR JACKNUTS (SEE TYPICAL ELEVATIONS). FOR TYPE Ott IV PANELS. FASTENERS AT PANEL MIDSPAN ARE NOT REQUIRED. 10 THE DETA LS AND SPECIFICATIONS SHOWN HEREIN REPRESENT THE PRODU_TS TESTED FOR IMPACT, CYCLIC AND UNIFORM STATIC AIR PRESSURE TESTING IN CONFORMANCE WITH C•ADE COUNTY PROTOCOLS PA 201.202. AND 203. DESIGN IS BASED ON HURRICANE ENGINEERING 2. TESTING D1ET1) REPORT No. 14 -312c- No. 95 -3170, No. 9S -401D, AND CONSTRUCTION A140 TESTING CORPORATION (CTC) REPORT No. 95 -021. 9S -031. 96 -0068. I1 AT LEAST ONE WARNING NOTE PER OPENING SHALL BE PLACED IN A CONSPICUOUS LOCATION ON ANY OF THE COMPONENTS OF THE STORM PANEL SYSTEM ADVISING THE HOME OWNER OR TENANT THAT THE STORM PANELS WILL NOT OFFER HURRICANE PROTECTION UNLESS ALL REINFORCING BOLTS AND OR BARS ARE PROPERLY INSTALLED WIEN REOUIREO. WARNING LABEL SHALL BE FASTENED WITH PERMANENT ADHESIVE OP MECHANICALLY 2 11 6.00 HALF PANEL ONE HALF PANEL PER OPENING MAY BE USED AS REQUIRED TO COVER OPENING. .125 'YP. E XIS TING STRUC - URE 1.•10 . 436 / _ ACRCSS FLATS iza 11. GAUG1 of 1 0E4 WASHERED NUT SCALE HALF SIZE NOTE: WASHERED NUT MUST BE PLACED OVER. NARROW PORT ON OF <_'I'HCLE SLOT 1 O STUDDED ANGLE SCALE 3" • r -0" e SPRING LOCKING CLIP (1" WIDE) SCALE : 3 • T -0 , 315 = SCALE 3 • 1• -0 2.00 2.940 .093 TYP 0LS "h" HEADER SALE 3 = 1' -0" 1/4-20* 3/4 MACHINE SCREW STUD PUNCtED INTO ANGLE (SEE DETAILS FOR SPACING) STEEL BAR SCALE 3 = 1' -0" --1 0 1=1 0 16 GA R .18'7" 11.126 (WITH 1 /4 • 1_5/8- 11 SILL TRACK SLOT (m 6 c.c.) 1 TYP OVERLAP FASTENERS TYP. (SEE NOTE 9 6)-J ALUM. ANGLE CLOSURE PIECE 1 • 2 x .055•' MIN. TO 2 v S" • 055 MAX. 1/4 • YP EXISTING STRUCTURE TENSION FASTENER 13 O.C. FOR DEIGN LOADS LESS THAN OR EQUAL TO 140 P.S.F 2; 6"' U.C. FOR DESIGN LOADS GREATER THAN 11.0 P.S.F. ISEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR; (PERP. TO PANEL SPAN) TOP MOUNT SECTION 1 - 1/4" MAX WIDTH UNLIMITED 6/ O ( e PLAN VIEW BOTTOM MOUNT L OVERLAP FASTENERS t OPTIONAL BAR (SEE PLAN VIEW t NOTES 8 3. 51 TYPICAL ELEVATION - TYPE I WITTH uNL:MIT IPERP TO PANEL SPAN) I/ SE / TOP MOUNT PLAN VIEW 1 BOTTOM MOUNT TYPICAL ELEVATION - TYPE III (NO .9OLTS RE_GUIRED_ T3 HOLD_P__ANEL_SEAMS TOr7r_THER FOR THIS MO:JI TING CONDITION.) TYP (OPTIONAL) SEE TYPICAL ELEVATION 1. 907E 6 L 9 - -w (PERP. TO PANEL SPAN) TOP MOUNT m Q 1 I i 0 N 0 0 0 Q 19' TYPICAL ELEVATION - TYPE II 0 c 0 1 0 APPROVED AS COMPLYIN SOUTH FLORIDA BUILD PLAN VIEW DAT SCALE 1 -1/2" = 1' -0' BY PRODUCT CONTROL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO.Q6 (15(Y); 1 6'I TYP 1/2" MIN. OVERLAP WIDTH UNL1•!1 1.4101 U.'1LIM!T_1 (PERD TO PANE_ SPAN: OVERLAP FASTENERS t OPTIO•vAL BAR ISEE PLAN VIEW L NOTES 9 3. 91 SE C T I^ •. i 0 I MIN 5 ECT ON - 1 ' 1' 1 I : ; I l• I` I O ALUM. ANGLE CLOSURE PIECE / WITH'..y�1� • .125- MIN. TO 7_ • 125 MAX - CODE EX'S 1 STRL.TURE J PLAN VIEW TOP MOUNT / 1 BOTTOM MOUNT PLAN VIEW 1 TYPICAL ELEVATION - TYPE IV (NO BOLT .S_REQUtREE._LC!'OLO 0 AN' ' S_E=.M� TOGETHER FOR THIS MOLDK :TING COND!TIDN SH1AR FASTENER ( C C _ FOR DESIGN •OAOS _E SS THAN 00 EQUAL Ti• 140 P.S _. t e O OR DESIGN LOADS GREATER THAN 140 P 5 SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR 7 Rid 0 a 1 L J 0 r V J KNE'_EVICH PROFESSION ' ENGINEER FL Li a No PE 1 • 33 sole A5 NO T[D 1"dr 9n 07 1 t V>K J N Y m 6. 0 I � � vi Q z '' l L, a a - J • -o l N CC 0 o u'^ - -.hoot for 6 Pr A".no no t cnec.eo 071 I VJK 95 -331 ✓ z 0,9715 1996 green Ly GO mAX PANEL LENGTH (SEE TABLE 1) (VERTICAL OR HORIZONTAL) MAX. PANEL LENGTH ISEE MAX. PANEL LENGTH (SEE SEE MIN. SEPARATION FROM GLASS SCHEDULE G..ASS O? 000R 0 0 0 0 0 GLASS —(� OA DOOR �I1 SEE MIN SEPARATION FROrFtGLASS SC HEEDULE 0 W W 0 0 W EMBED. j 1 - YP ANGLE TO WALL DETAIL EXISTING STRUCTURE - ENSION FASTENER (SEE ANCHOR SCHEDULE) TYP. TOP & BOTTOM © CONT EXISTING STRUCTURE WALL MOUNT SECTION STALE 3 -- = 1' - f_. WOOD FRAMING TENSION FASTENER ISEE ANCHOR SCHEDULE) TYP TOP t BOTTO`• Rat 1111i1A% . .-7 la MI I 10 EMBED. )TYP.) N 0 ANGLE TO WALL DETAIL O O CONT W000 FRAMING 2 �1 /L" MAX PANEL TO ANGLE DETAIL WALL MOUNT SECTION SCALE 3" = 1' -0 PANEL TO ANGLE DETAIL 1 /4 " MAX 1/4 -20 MACHINE EOLT t WINGNUTO OR WASHERED NUT Ea (b 6 0.0 FOR TYPE & 11 OR Co 12" 0.0 FOR TYPE 111 t TYPE Iv ( r SEE MITI. SEPARATION FROM CLASS SCHEDULE GLASS OR 0009 1/4 - - 0 MACHINE BOLT t WINGNUTO OR WASHEREC NUT •B6 p 6" O.C. FOR TYPE I t II OR (0)12" O.C. FOR TYPE III S. TYPE Iv EMBEDMENT' EMBED. (TYP.) SEE MIN. SEPARATION FROM GLASS SCHEDULE GLASS OR DOOR O CONT I SHEAR FASTENER (SEE ANCHOR SCHEDULE TYP. TOP L BOTTOM Lr• 6 NOTE THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANELS. CONT EDGE e 1 1L -20 MACHINE BOLT t WINGNUTO OR WASHERED NUT eal (O 6 " OC. FOR TYPE 1 t 11 09 (B 12 3.C. FOR TYPE 111 & TYPE IV eQ 01ST 1 /4 - b x 1 -3/4 S.5 LAG 0 12 0.C. W. 1 -1/2" PENETRATION INTO N000 2- 1/6 - • x 4 -1/2 S S LAG SCREW gra 24- O.C. MAX W/ 1 -3/4 PENETRATION IN CENTER OF STUDS x 6 P.T. WOOD CONT NOTE: USE OF THIS OE TAIL 15 LIMITED TO • 72 PSF E WALL MOUNT SECTION (BOTTOM) O SCALE : 3 - _ 1' - 0' EXISTING STRUCTURE 1/4 MAX --�- EXISTING STRUCTURE © CEILING /INSIDE MOUNT SECTION SCALE : 3 • 1' -0" EXISTING STRUCTUR: GLASS 0_11_0_0_0 R SEE MIN. SEPARATION FRCM GLASS SCI - EDULE 1/4 -20 MACHINE BOLT & WINGNUTO OR WASHERED NUT 8, P 6 O.C. FOR TYPE 1 t II OR el 12 O.C. FOR TYPE 61 & TYPE IV SEE MIN. SEPARATION FROM ;LASS SCHEDULE GLASS OR DOOR EMBED ' 0 0 0 O 0 O 0 \7 0 ..4 (TY ?) EMBED ( EXISTING STRUCTURE SCALE . 3" TENSION FASTENER (SEE ANCHOR SCHEDULE) TYP TOP & BOTTOM EXISTING STRUCTLRE SIDE CLOSJRE RE.•D. )SEE PIAH VIEW; C O BUILD -OUT MOUNT SECTION SCALE 3 " = : -0" TENS :ON FASTENER - USE RAWL CALK -.N. ELCO FEMALE- ""PAN?LMATE"'. ELCO MALE - PANE. MATE ITW EPDXY ANCHOR OR WOOD BUSHING TENSION FASTENER (D s' 0 MAX FOR TYPE 1 t I: 39 (6 12" C• MAX FOR TYPE 111 t TYPE IV )SEE ANCHOR SCHEDULE FOR ANCHOR SPE:SI . ASTENE7S MUST BE LESS THAN SCHEDULE SPACING DO NCT USE WHERE SPACING 15 LESS TM AN 6 n X 4 T i■ TENSION FASTENER 13E5 TOP MOUNT DETAIL ABOVEi EXISTING STRJCTUPC O WALL MOUNT SECTION (DIRECT MOUNT) 1/6 -20 MACHINE EDLT t NUT (AT 1 ? O.C. STAGGERED (TYP. TOP t DOT TOM) 0 ?: W W z Q 6. 3 O 0 J Z 0 • X 0 2 N Ns N 1 /6" MAX MACI-INE 501T t WINGNUTO OR WASHERED NU- ( (66- O.C. FOR 'Y.E I t .1 OR (5 1:." 0.; FOR TYRE RI L TYPE IV APPROVED AS COM'I ING W;TH THE SOUTH FLORIDA B. 6ING CODE DAT : .O 2 19 BY IK PRODUCT 1 TROL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO.46_3C5(A.62- e FL Li • e y No °E 0.1 93-3 • 0I N N I Q V.J KNE2ZVICH 1 PROFES • ENGINEER •:9 /ls f sC.1e Kawn cy AS NOTED,• GG rOCa.q Vby I= Netwe )K i Or......; ••e 95 -331 armor 2 or 6 NEGATIVE DESIGN LOAD W (PSF) TYPE I TYPE 11 TYPE 111 TYPE IV FOR MOUNTING CONDITIONS W/ 'A OR - U - HEADERS L SILLS USING STUDS. BOLTS OR DIRECT MOUNT • 6 O.C. BOLTS OR OAR MOM. AT 1 • DS•AM OVERLAPS FOR MOUNTING CONDITIONS W/ HEADERS 3. SILLS USING STUDS. BOLTS OR DIRECT MOUNT MOUNT • 6" O.C. BOLTS OR RAR RUM. AT IOSPAN OVERLAPS FOR MOUNTING CONDITIONS W/ 'A OR 'V" HEADERS L 50.15 USING STUDS. BOLTS OR DIRECT MOUNT 0 12' 0.C. NO BOLTS OR OAR RZWD. AT MOWN. OVERLAPS FOR MOUNTING CONDITIONS W/ HEADERS L SILLS USING STUDS, BOLTS OR DIRECT MOUNT MOUNT 0 12 0.C. NO BOLTS OR SAN RED•0. AT MDSPAN OVIDeLAPS L min. (FT -IN) L min. (FT -IN) L min. (FT -IN) L min_ (FT -IN) 40.0 8 - 8 12 -0 8 -8 11- 6 45.0 8 - 8 12 -0 8 -8 10- 10 50.0 8 - 8 11 -9 8- 8 10- 3 55.0 8 -8 11 - 8 -8 9 -9 60.0 - - 8 - 8 10 - 9 8 - 8 4 - - -9 - 62.0 8 -8 10 -6 8=8 9=3 65.0 8 - 8 10 -4 8 -8 9 -0 70.0 8- 6 9 -11 F 8- 8 8- 8 72.0- 8 -4 9 -9 8 -7 8 - .75.0 8 - 0 9 -7 .,,. 8 -4 8 - 80.0 7 - 6 9 -3 8- 1 8 -1 90.0 6 -8 8 -9 7 -2 7 -8 .100.0 6 - 0 8 -3 6 -6 7 -3 110.0 5 - 6 7 - 11 5 - 10 6 - 11 120.0 5 -0 7 - 7 5 -5 6 - 130.0 4 - 7 7 - 3 5 -0 6 - 4 140.0 t -3 7 -0 4- 7 6 -1 150.0 4 - 0 6 -9 4- 3 5 - 160.0 3 - 9 6 - 7 4 - 0 5 -9 170.0 3 - 6 6 - 4 3 - 9 5 - 180.0 3 - 6 - 3 -7 5 -5 190.0 3 - 2 6 -0 3- 5 5 -3 200.0 3 - 0 5 -10 3 - 4 - 11 210.0. 2- 10 5- 9 3- 1 4- 9 220.0 2 -9 5 -7 7 - 11 4 - 6 '•-230:0'_1 2 _ 7 - - - - - .5- - 4 .- _ 7 - 9 -- 4 - POSITIVE DESIGN LOAD W (P5F) ACTUAL SHUTTER SPAN IL) (FT - IN) MINIMUM SEPARATION FOR INSTALLATIONS 30' OR LESS ABOVE GRADE (INCHES) MINIMUM SEPARATION FOR INSTALLATIONS GREATER THAN 30• ABOVE GRADE (INCHES) BAR NO BAR NO BAR 40.0 5- 0 2 2 -1/2 1 -1 /4 8- 5 2 2 -1/2 1 - 1/2 12 - 0 N.A. 3 -1 /4 2 -1/2 50.0 5- 0 2 2 -1/2 1 - 1/4 8- 5 2 2 -1/2 1 -5/8 11 - 9 N.A. 3 -1/4 2 -3/4 60.0 5- 0 2 2 -1/2 1 - 1/4 8 - 5 2 2 -1/2 1 -5/8 10 - 9 N A 3 -1 /4 - 2 -1/2 70.0 5 - 0 -2 2 1/2 1 - 1/4 8- 5 - 2 2 -1/2 1 -3/4 9 - 10. 3 -1/4 2 -1/4 80.0 5 0 2 2 - 1/2 1 8- 5 2 2 -1/2 1 -7/8 9 - ' N.A 3 -1/4 2 -1/8 90.0 5- 0 2 2 -1/2 1 -1/4 8 - 5 2 2-1/2 1 -3/6 8 - 9 N.A. 3 -1/4 7 100.0 4- 0 2 2 -1/2 1 - 1 /4 6 - 0 2 2-1/2 1 -3/8 8- 3 2 2 -1/2 2 ■••••■• 110.0 4- 0 2 2 -1/2 1 - 1/4 ■ 6- 0 2 7 -1/2 1 -3/8 7 - 11 2 2 -1/2 - 1 -7/8 120.0 4_ 0 2 2 -1/2 1 - 1 /4 6- 0 2 2 -1/2 1 -3/8 7- 7 2 2 -1/2 1 -7/8 GLASS OR DOOR 1J 0 EXISTING J STRUCTURE O SEE MIN. SEPARATION SCALE 3" = 1' -0" TENSION FASTENER (SEE ANCHOR SCHEDULE) - SIDE CLOSURE REO•D. ISEE PLAN v1EWI NOTES: - THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANELS. - HEADERS ®L®CANNOT BE USED IN COMBINATION WITH THIS DETAIL. 1/4 -20 MACHINE 80LT L WINGNUT ©OR WASMERED NUT ®a p 6 0.C. FOR TYPE 1 L II OR p 12 - O.C. FOR TYPE 1i1 L TYPE IV ALT. BUILD-OUT MOUNT SECTION TABLE 1 - STORM PANEL SCHEDULE EXISTING STRUCTURE TENSION FASTENER (SEE ANCHOR SCHEDULE) ..101\0% S 0 0 W GLASS OR DOOR SEE WIN_ SEPARATION FROM GLASS SCHEDULE EXISTING 5/ STUCCO FINISH 1/4 -20 MACHINE BOLT L WIgNU OR WASHERCD NUT © p 6- D.C. FOR TYPE IL I OR p 12" 0.0 FOR TYPE 11 & TYPE IV NOTE- THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANELS. "F (RACK LEG MAY BE REVERSED. O H WALL MOUNT DETAIL SCALE . 3" = 1' -0" EXISTING . STRUCTURE N A - NOT APPLICABLE - MUST MEET - NO BAR REQUIREMENTS MAX. DESIGN LOAD . a 72 P5F O ALT. WALL MOUNT W/ SPRING CLIP SCALE 3" = TABLE 2 - MIN. SEPARATION FROM GLASS SCHEDULE 10 TWO EA. IR 6 0.C. TENSION FASTENER (SEE ANCHOR SCHEDULE) 0 STORM PANEL 150 145 140- 135 - 130 - 125 - •••- 120 - 115 - - 110 - • 105 - • 100 - 95 90 - 85 - 80 40 1/4 -20 S.S. BOLT & WINGNUT ((0 PANEL MIOSPAN OR p sr O.C. MAX. (TYP) 2 - a .125 4 - at £. a .12S MAX. CONT. 6063 -16 ALUM ALLOY OR 18 GAGE GALV. STEEL ANGLE CORNER DETAIL O SCALE : 3• TYPE IV • TYPE IL III - • • • • • 1 1 50 STORM PANEL STORM PANEL SPAN vs. DESIGN LOAD DIAGRAM • • . TYPE II APPROVED AS /PLYING W TH THE SOUTH FLORIDA � :UILDING CODE n, DAT • - T 192 BY 1��l PRODUCT CO •1 L DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO.91 -Q5D9. 62 " • TYPE IS iv TYPE III . . TYPEI DESIGN LOAD - NEGATIVE (PSF) I 1 I 1 60 7 80 i sole AS r10T(0 x0.1.9?. 0) I l VJK .r VJ. KNEZEVICH PROFESSI0. ENGINEER FL L e se No PE '0 .9p3 (drawn by 00 checked 01 V P1 o ra..mq no 95 - e wer) •r • [ ANCHOR NOTES. MINIMUM EMBEDMENT AND EOGE CI'S :Cc E WALL FINS: OP STUCCC • ANCHORS SHALL BE INSTALLED IN A_ _JRu4•vCE MANUFACTURERS RE COrMENDA T!ONS WHERE Ex'STING STRL'E •5 SHCwN 4_ _ONC ?= T E IT IS FOR PRESENTATION ONL r EX'STING S HAY BE CONCRETE HC._Ow BLOCK OR WCGD FRA`"ING REFERENCE ANCHOR SCHEDULE =CR PROPER ANCHOR TYPE BASED ON TYPE C' EY •5'ING S RUCTURE MACM.NE SEP.EWS S-' HAVE = MINIMU"• O - ' ENCA =EHEN` OF THREADS IN BASE ANC-43P AND 014 NAVE EITHER A PAN. HEAD TRUSS HE AO OR WAFER HEAD IS :JEwA. BC:_ u0 5 WHERE Ex S'RV_upE .5 WCJ_ F? .7018NG •..000 FRAMING CONDITIONS VARv FIELD VERI=Y -.A FASTENERS ARE INTO ADEQUATE WOCE FRAMING ME 1.0 . YWOOC FFRASAMEININNG G: TO PLTw000 S ACCEPT AES O'. -" FOR SIDE 6 WHERE LAG SCPEwS F ASTE ^. - J NARROW =ACE CF STUD FRAMING, FASTENER SHAL BE _GCATx0 .N CE•. "ER CF wOCD 5TU0 3 /L" EDGE D,STANCE :5 ACCEPT FOS wOCD FRAr.+NG., ■ REOUIREC 'OP 0.RECT ^"CUN 6" JP 1;. _ SPACING ONLY SR AC'NGS SMA• - L NC EX:E_C: VALUE SPECI .N ANCHOR N A . OC NCT , .5E ANIMOP E APPROVED AS CO YING WITH THE SOUTH FLORIDA : )ING CODE QQ// B D Ay �� ' PRODUC P'T IL 1 VISION BUILDING LODE COMPLIANCE OFFICE ACCEPTANCE NO G161-656 .Q 0 > m a o O .. ' 2 < W r J Y 4 < O J 0 o L 4 7 . 3 z N a J O < .4 C V.J. It PROFESS SC.Ie AS NOTED Il VJR O[•W.n4 no 95 -331 •[44M 4 of 6 ANCHOR SCHEDULE LOADS (INCHES) (. / l/ FASTENER 1., /I ,FASTENER ilF SPACING REOUIREO FOR VARIOUS DESIGN 3an1]na15 DNI1SIX3 ANCHOR TYPE 3an1Jndis DNIISIX3 ANCHOR TYPE NEG. LOAD ( PSF 2- EDGE DISTANCE ]' EDOE DISTANCE SPAN (L) FT. SPAN IL) FT. . , M. •_s M• .,. I ...x . -s . EMATF 313d3NO) --- .v •U\OEx O'C0V ../ ve MM. CMO[OMCNt `M• %` I I I MIIWI I II S.1::' MA ' LM nPI ' I III / I �� [MAT=` I /I I II I MILVI I I II MIM% E N I I M I `MAx) 7 - 7 N.%` 6M•x` I WIIIIMMIIMIMIIMOMINFIl I I / I I II I I '.E.ATF I.^ •. OAVL I•M AC N•••• v. +_v EMDED 0 1 7147. II I I I I 74 I I .III I I I I MI' I I I I I MIWIMI MOM II �� II MOMI `-' -' •/a-.. v W RCP M[ AD SLEEVE ANCHOR V/ •-I /a- n.N. CMD[D•(NT e _. ‘.1: III III �� I IMILMIMMOMILMIIMIrra IMIMP2AMINEINZFIIMILPM I I I /II.III III / I I' I / I I I SM•xF L7 .S( NA% 74 :: . II IMIIIIIMIIMIIMI 'M TM.>S` +/a . R•HL EAMAC MAR. -1N v. ._ : ••• M.N Ens( oM[NT `LT 'NA. ` .M►SI '41>F IMEM S4,..• I I MIIIIMIIIMI 9::.'S III MIMIgirligiaMIIMILMAINIM I I I I MIII I/ /III III I ..III I M� I IMIWIIIIM ®II I II �II MI • sM n •. O. v( 0004.-•• . •- n.N EN• 7 " • ...•1DSS MA(Mr.E SCeEv ` S+1 • .41. I I Ur II I IIIIIIII F A I MMOMMIIMPIMMI I ./III I I MA.S, '4:AF T MA . V‘ AAWL CALK-04 / 7/S m114 EW[OM[NT E 4.E0 S S INACM•E SCREW • IS[E NOTE al S4:." •7 AS MA X 'MA x. I 'MA %F I/ I / I Iii Wil nA} ` III M�� IM I Mil M ....aidiMI , [ \M2 -. CLCD I( n.l( '. •N .TC v/ + M•lf row ELM DMENT iLE" w7M =AV li rla � (i. V `M • %F III tMAxF I �MI S .SF M.x I / II I 'M I ' 6MA ?F i w' I I .I II rMa> F II I I / I /I II I D 6 'M.x .III I III I I I I MIMILWIPM1 II III 'r-ls' V•`. CLCD HALO ".•N[LMATE-v /' -S /[ I+ /E-:N TD GAMY ♦1 Mw [. L v SNERE SCRtv.iT UD_Vt_V ASKR[D vINONLIT OR v•Sn[RED' o3 '4.F.' SM•.F I �M I / I I / /I �� I MM EMI 67 r - MA } . TMAx m I I I / III 'n•x I MIIIWII I / I / I II I MO I MI I �I II LMAPXSF TMAx' [ ANCHOR NOTES. MINIMUM EMBEDMENT AND EOGE CI'S :Cc E WALL FINS: OP STUCCC • ANCHORS SHALL BE INSTALLED IN A_ _JRu4•vCE MANUFACTURERS RE COrMENDA T!ONS WHERE Ex'STING STRL'E •5 SHCwN 4_ _ONC ?= T E IT IS FOR PRESENTATION ONL r EX'STING S HAY BE CONCRETE HC._Ow BLOCK OR WCGD FRA`"ING REFERENCE ANCHOR SCHEDULE =CR PROPER ANCHOR TYPE BASED ON TYPE C' EY •5'ING S RUCTURE MACM.NE SEP.EWS S-' HAVE = MINIMU"• O - ' ENCA =EHEN` OF THREADS IN BASE ANC-43P AND 014 NAVE EITHER A PAN. HEAD TRUSS HE AO OR WAFER HEAD IS :JEwA. BC:_ u0 5 WHERE Ex S'RV_upE .5 WCJ_ F? .7018NG •..000 FRAMING CONDITIONS VARv FIELD VERI=Y -.A FASTENERS ARE INTO ADEQUATE WOCE FRAMING ME 1.0 . YWOOC FFRASAMEININNG G: TO PLTw000 S ACCEPT AES O'. -" FOR SIDE 6 WHERE LAG SCPEwS F ASTE ^. - J NARROW =ACE CF STUD FRAMING, FASTENER SHAL BE _GCATx0 .N CE•. "ER CF wOCD 5TU0 3 /L" EDGE D,STANCE :5 ACCEPT FOS wOCD FRAr.+NG., ■ REOUIREC 'OP 0.RECT ^"CUN 6" JP 1;. _ SPACING ONLY SR AC'NGS SMA• - L NC EX:E_C: VALUE SPECI .N ANCHOR N A . OC NCT , .5E ANIMOP E APPROVED AS CO YING WITH THE SOUTH FLORIDA : )ING CODE QQ// B D Ay �� ' PRODUC P'T IL 1 VISION BUILDING LODE COMPLIANCE OFFICE ACCEPTANCE NO G161-656 .Q 0 > m a o O .. ' 2 < W r J Y 4 < O J 0 o L 4 7 . 3 z N a J O < .4 C V.J. It PROFESS SC.Ie AS NOTED Il VJR O[•W.n4 no 95 -331 •[44M 4 of 6 ANCHOR SCHEDULE_ SPACING REOUIREO FOR VARIOUS DESIGN LOADS (INCHES) LOADS (INCHES) (. / l/ FASTENER I I, , I FASTENER IIII hh���ee,}}I..,,,,,,,,,,, nn���.. SPACING REOUIRED FOR VARIOUS DESIGN 3an1]na15 DNI1SIX3 ANCHOR TYPE NEG. LOAD (W) P SF.. 2 EDGE DISTANCE r EDGE DISTANCE - w" IMPraMM I SPAN (L) FT. SPAN (LI FT. r • -s MA M. M•I: I / I -E M•% r_a" . S n•x I MIFMEI �� II MPAU M� - • MAX IC I ICI HOLLOW BLOCK V/ • t /•" MIN. EMDCDKNT �� ‘...A7' EMATF G MAT ` I I I IIIII�dII IMOIMIIMMINMIMIMIMI I III III LOM'PMI / II �' MILM 'LT 'NAxF rr.7 - v RED M(.D SLEEVE ANCHOR V/ 1 -1 /6• HIM. EMBEDMENT ` S.1::' MA ' LM nPI ' I III / I �� [MAT=` I /I I II I MILVI I I II MIM% E N I I M I `MAx) 7 - 7 N.%` I I I I I M I E M.}S I I I I I III MIIM I I.^ •. OAVL I•M AC N•••• v. +_v EMDED 0 1 1, -T . IMIIIMIIMIIMIMMOMIMI I I I I I traW 74 64Ax' 'MA}` I `-' -' .4.7 F A M I L M I Z Z I I I I' SM'M M.xSF I I I III MI II IMIIIIIMIIMIIMI .III �MIMOM . / R• EM•EDM -me L ./a_70 SS MACNNSI SCREW [0 fill NOT[ al '.U.S. MAx S4,..• I I MIIIIMIIIMI MM ` +nAx I / II MI IM I 'MAx` AM I II MA.S, I I .III 1/L [LEO F -P.'"""*".. v/ " "( MN (M•COnC NT ∎-$/g CMOC +/]- wTF= AV,TTI L S] .SF nAx I ® �� M�� 6HA % Mil M ....aidiMI �M'IMI tMAxF I �MI III 'NA: III / I LM' MAx I I I Fu NA. III I M� ,/a•. ELCO HALE -. i',7 T AS _S /•' Vi, MM. CM[O. L ,/._(0 MAC•RK SCREV STUD v/ v•SM(RED v.NONUT 00 W•SMERED Nor • ` M.x ` I I I D 6 I SMAxF I .III I 6M AY F ' I III I ® I E M� II MII 'MAYF I / . 4.7 I IIIVIII I M � �MI II � "47 , /a_20 MACHI ARMOR v S.L. N.CMIN( SCREW v/ I -7/0 MIN EMBED aL .SF NAx. $2 ISO NAx. ' LSIMMILMMIWOMIMI III I II I MO I MI I �I II LMAPXSF TMAx' 'M.xF MI®MI LMIM EMA.S` M M UM III I [ ANCHOR NOTES. MINIMUM EMBEDMENT AND EOGE CI'S :Cc E WALL FINS: OP STUCCC • ANCHORS SHALL BE INSTALLED IN A_ _JRu4•vCE MANUFACTURERS RE COrMENDA T!ONS WHERE Ex'STING STRL'E •5 SHCwN 4_ _ONC ?= T E IT IS FOR PRESENTATION ONL r EX'STING S HAY BE CONCRETE HC._Ow BLOCK OR WCGD FRA`"ING REFERENCE ANCHOR SCHEDULE =CR PROPER ANCHOR TYPE BASED ON TYPE C' EY •5'ING S RUCTURE MACM.NE SEP.EWS S-' HAVE = MINIMU"• O - ' ENCA =EHEN` OF THREADS IN BASE ANC-43P AND 014 NAVE EITHER A PAN. HEAD TRUSS HE AO OR WAFER HEAD IS :JEwA. BC:_ u0 5 WHERE Ex S'RV_upE .5 WCJ_ F? .7018NG •..000 FRAMING CONDITIONS VARv FIELD VERI=Y -.A FASTENERS ARE INTO ADEQUATE WOCE FRAMING ME 1.0 . YWOOC FFRASAMEININNG G: TO PLTw000 S ACCEPT AES O'. -" FOR SIDE 6 WHERE LAG SCPEwS F ASTE ^. - J NARROW =ACE CF STUD FRAMING, FASTENER SHAL BE _GCATx0 .N CE•. "ER CF wOCD 5TU0 3 /L" EDGE D,STANCE :5 ACCEPT FOS wOCD FRAr.+NG., ■ REOUIREC 'OP 0.RECT ^"CUN 6" JP 1;. _ SPACING ONLY SR AC'NGS SMA• - L NC EX:E_C: VALUE SPECI .N ANCHOR N A . OC NCT , .5E ANIMOP E APPROVED AS CO YING WITH THE SOUTH FLORIDA : )ING CODE QQ// B D Ay �� ' PRODUC P'T IL 1 VISION BUILDING LODE COMPLIANCE OFFICE ACCEPTANCE NO G161-656 .Q 0 > m a o O .. ' 2 < W r J Y 4 < O J 0 o L 4 7 . 3 z N a J O < .4 C V.J. It PROFESS SC.Ie AS NOTED Il VJR O[•W.n4 no 95 -331 •[44M 4 of 6 ANCHOR SCHEDULE LOADS (INCHES) I I, , I FASTENER IIII hh���ee,}}I..,,,,,,,,,,, nn���.. SPACING REOUIRED FOR VARIOUS DESIGN EXISTING STRUCTURE ANCHOR TYPE NEG. LOAD ( PSF 2' EDGE DISTANCE 3' EDGE DISTANCE SPAN IL) FT. SPAN (L) FT. .. . - MAx MX.. ••• MA} IMIMIMIIMIMMII I / I M' L MA X r_v M• I r -s n -. MAT �O 000M +/a LAG SCREW r/ , - or ENDCCMENT 'Le: SHAT` LO r MAY I I I M' � �' 'NA}` I IIIII I WO I/ II I I III LINIII I WA II [MAT=` -. ELCO . EMA\E v MA' v/ + -S /Y ANEL Mw iM•CDrT[(NT 1,/2" r ♦VIT..I . /a -JO S.I< CMw[ $CL" W • I it `MAx) S..SF MAx I Mil NM I / I/ II 6417` I / I / I I 'n•a` . I I I I I II '.T..x I/ I / .I I I 2.?-7' II IIIIMIIIIII I I I I LMIMI I M% . I I I S.Ia -. •' - v000 •USNNG "7." ti MAC'''. SCREV ` 1 ���`� `MAx` ST .S• 64 A.` I I I I' SM'M 'M• }` I IIIIIII /III/ '.'.A: F II IMIIIIIMIIMIIMI Et"�s [ ANCHOR NOTES. MINIMUM EMBEDMENT AND EOGE CI'S :Cc E WALL FINS: OP STUCCC • ANCHORS SHALL BE INSTALLED IN A_ _JRu4•vCE MANUFACTURERS RE COrMENDA T!ONS WHERE Ex'STING STRL'E •5 SHCwN 4_ _ONC ?= T E IT IS FOR PRESENTATION ONL r EX'STING S HAY BE CONCRETE HC._Ow BLOCK OR WCGD FRA`"ING REFERENCE ANCHOR SCHEDULE =CR PROPER ANCHOR TYPE BASED ON TYPE C' EY •5'ING S RUCTURE MACM.NE SEP.EWS S-' HAVE = MINIMU"• O - ' ENCA =EHEN` OF THREADS IN BASE ANC-43P AND 014 NAVE EITHER A PAN. HEAD TRUSS HE AO OR WAFER HEAD IS :JEwA. BC:_ u0 5 WHERE Ex S'RV_upE .5 WCJ_ F? .7018NG •..000 FRAMING CONDITIONS VARv FIELD VERI=Y -.A FASTENERS ARE INTO ADEQUATE WOCE FRAMING ME 1.0 . YWOOC FFRASAMEININNG G: TO PLTw000 S ACCEPT AES O'. -" FOR SIDE 6 WHERE LAG SCPEwS F ASTE ^. - J NARROW =ACE CF STUD FRAMING, FASTENER SHAL BE _GCATx0 .N CE•. "ER CF wOCD 5TU0 3 /L" EDGE D,STANCE :5 ACCEPT FOS wOCD FRAr.+NG., ■ REOUIREC 'OP 0.RECT ^"CUN 6" JP 1;. _ SPACING ONLY SR AC'NGS SMA• - L NC EX:E_C: VALUE SPECI .N ANCHOR N A . OC NCT , .5E ANIMOP E APPROVED AS CO YING WITH THE SOUTH FLORIDA : )ING CODE QQ// B D Ay �� ' PRODUC P'T IL 1 VISION BUILDING LODE COMPLIANCE OFFICE ACCEPTANCE NO G161-656 .Q 0 > m a o O .. ' 2 < W r J Y 4 < O J 0 o L 4 7 . 3 z N a J O < .4 C V.J. It PROFESS SC.Ie AS NOTED Il VJR O[•W.n4 no 95 -331 •[44M 4 of 6 TWO 1/4 W000 LAG SCREWS p 24 O.C. MAX. ' USE 3rd ANCHOR @ 24 O.C. MAX. FOR SPANS GREATER THAN OR EOUAL TO 5• -6' CONT. 2" : 6" .125" ALUM PLATE • W000 MEMBER BETWEEN TRUSSES © 2"x2'(.093' ALUM. STUD ANGLE 1: K O SOFFIT CONNECTION DETAIL SCALE 3 c l' -3" 1/4 -20 MACHINE BOLT 1 WINGNUTO OR WASHERED NUT 8 0 6 " 0 . C FOR TYPE !L N 0R p 12' O.C. FOR TYPED 1 TYPE IV EMB. (MAX. DESIGN LOAD z 72 PSF) (MAX. DESIGN LOAD z 72 PSF) to 0 • Z O N "PASS THRU" DETAIL SCALE : 3" - 1' -0 W000 ROOF TRUSS OR FRAMING MEMBER 014 SMS BETWEEN TRUSSES STUCCO FINISH OR PLYWOOD SOFFIT 1 /l" MAX • 1/2 THRU BOLT p 12 - 0.0 1/4'0 RAWL CALK -IN • 12" 0.C. W/ 7/8' MIN. EMB. IN CONC. OR HOLLOW BLOCK W/ 1/4 -20 MACHINE SCREW OR 1/4"0 LAG SCREW 24 - 0.C. W/ 1 -1/2' MIN. (MB. IN W000 Q5 2" x r x 1/8" CONT. ALUM. ANGLE 6063 -T6 2" x 4 z 1 /3" CONT. 3/4" PLYWOOD ALUM. TUBE (6063 -16) 1/4 RAWL CALK -IN • 5" O.C. WITH 7/8' MIN. EMB. IN CONC. OR HOLLOW BLOCK OR 1/4 LAG SCREW p 12" O.C. W/ I -1/2 MIN. EMB. IN WOOD. ©2"x2" x.093" ALUM. STUD ANGLE 0 Z J Z 1/4 -20 MACHINE BOLT t a a. WINGNUT® OR WASHERED X NUT 86 p 6" O.C. FOR TYPE 4 MAX. 1 /8' TILE I I. 0 OR p 12' 0.C. FOR TYPE III = r 1 TYPE IV FINISH MATERIAL TWO -3/16" 6061 -76 ALUM. POP RIVETS p 12" 0.0 TWO 1/4"0 WOOD LAG SCREWS • 24" O.C. MAX. PANEL SPAN - 5•-6' USE 3ra ANCHOR • 24 O.C. MAX. FOR SPANS GREATER THAN OR EOUAL TO 5• -6" 1' 4 " ", 1'+ 6'. 2"x6"( 062' CONT. ALUM. TUBE (6063 -16) N14 SMS p 12" O.C. ALT. SOFFIT CONNECTION DETAIL © SCALE : 3" = T' -G" 1/4 -20 S.S. MACHINE SCREW ANC 1/4" • RAWL CALK - p 6' O.C. W/ 7/8" MIN. (MB. IN CONC. ONLY NOTES THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANEL IMAX. 0ESIGN LOAO x 72 PSF) O EDGE MOUNT DETAIL O SCALE 3" . OS 2 x3 - x1 /E" OR 2' x S x 1/8" 6063 -T6 ALUM. ANGLE Q5 2"x3'(1/8 2 - x 5 - x 1/9" 6063 -T6 ALUM. ANGLE W/ 1/4 STUD p 12 O.C.. OPTIONAL !MAX. DESIGN LOAD s 72 PSFI 0 :/4 -20 MACHINE BOLT 1 WINGNUTO OR WASHERED NUT •a p 6" 0.C. FOR TYPE 71 is GR p 12" O.0 FOR TYPE OI & TYPE IV © 2" x 2" x .093 - STUDDEO ANGLE W000 ROOF TRUSS OR FRAMING MEMBER STUCCO FINISH OR ` - -� PL V WOOD SOFFIT a te " >•zr4 C` - -� 1/ MAX ACCESS HOLE ITYP) (MAX. DESIGN LOAD x 72 PSF) APPROVED •4 COMPLYING 1V1TH THE SOUTH fit • IA BUILDING CODE DAT i 1. 19Q, BY PRODU: FNTROL DIVISION BUILDING -CODE COMPLIANCE O ICE ACCEPTANCE N0% - 65() -D IMAX DESIGN LOAO : 72 PSFI O ANGLE BUILD -OUT M SCALE 3•' : 1' -0" S /16" 0 RAWL CALK -IN @ 5 - O.C. W/ 5/16 -18 MACHINE SCREW W/ r MIN EMBED INTO CONC. OR HOLLOW BLOCK OS 2' x 5' x 1 /8" CONT ANGLE 6061 -T6 ALUM. W/ 1/4"0 STUD p 2" O.C. NOTES THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANEL O EDGE MOUNT DETAIL P SCALE 3" . T -0" 1/4" • RAWL CALK -IN • 6" O.C. W/ 7/8" MIN. (MB. IN CONC. OR - OR HOLLOW BLOCK W/ 1/4 -20 MACHINE SCREW 1/4 - 20 MARINE SCREW, ANGLE TO ANGLE CONNECTION p 12" 0.0 1/4 -20 MACHINE 8017 1 WINGNUTO OR W•SHEREO 8e NUT p 6' 0.C. FOR TYPE 11 10R • it 0.C. FOR TYPE PI 1 TYPE IV ® Y x 2" x 093" STUDDED ANGLE EMBED. (MAX. DESIGN LOAD z 72 PSFI O 2" x 3' - 1/8" CONT ANGLE OR 2" X S x 1/8 ANGLE 6063 -T6 ALUM. W/ 1/4" 0 THRU BOLT TO HEADER CD 12 - O.C. 0 O ANGLE BUILD -OUT Q SCALE 3' x 1' -0' NOTE$ THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANEL 1/4 MAX. 1/4 - 0 RAWL CALK - p 6" O.C. W/ /4. -20 MACHINE SCREW w / f7 /8" MIN. EMBED. INTO CONC. OR HOLLOW BLOCK ITYP TOR_L- BOTTOM) 05 2 x 3'4•1 /B" OR 2" x 5" x 1/8" CONT. ANGLE 6063 -16 ALUM ITYP TOP 1 BOTTOM) FL P 0 CD - _ 0. Co O J N Z . w 4 OM r J i • O J O LC O W N 0 3 h0 - W < O J O r 0 — lV In , a N N et > - N r. w as 4 Z i A 0 W O a • W O X J o • Z G. .. i I I of 6 ol` r = > 1 0 . ▪ �I it •`i• ` VJ. K11EZEVICM PROFES • NGINEER e No B7 8 199 •r• 6/11/115 • *S ND T[O,[drevn G O 1 tdez.gn by lIchecwed b 1 VJN V1K J are•.ng no 95 -331 'e1..0r 5 6 - n FINISH MATERIAL. STUCCO AND /OR PLYWOOD 2"x 2"x .055" 6063 -T6 CONT. ALUM TUBE — EMBED 1/4 "0 RAWL CALK -IN 6" O.C. W/ 7/8" MIN. EMBED. IN CONCRETE OR HOLLOW BLOCK W/ 1/4 -20 MACHINE SCREW SCALE = 3" • 1•-0 1/2" MAX IMAX. DESIGN LOAD 3 72 PSFI O R HEADER MOUNT DETAIL SCALE 3" = 1' -0" 11" x 2" 2" x 3 "2 .055' 6063 -76 ALUM. TUBE 3"x3' 0 1/ RAWL CALK -IN W/ 7/8" MIN. EMBED. IN CONC. OR HOLLOW BLOCK p 6 O.C. HOTE THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANEL. IMAX. DESIGN LOAD 2 72 PSF) MAX. -j -. © 2" x 2" x .093" STUDDED ANGLE 1/4'0 MACHINE SCREW @ 6" 0.C. 2" x 2" ALUM. TUBE BUILD -OUT MIN. 1/4 "0 THRU BOLT @ 12" O.C. 2 x 2" x 093 - STUDDED ANGLE 2 1/2" . MIN. 1/1. RAWL CALK -IN p 4 0.C. W/ T /8" MIN. EMBED. IN CONC. OR HOLLOW BLOCK W/ 1/4 -20 MACHINE SCREW 1/4 -20 MACHINE BOLT L WJNGNUT ©OR WASHERED NUT 0 (A 6" O C FOR TYPE 1 t I1 OR @ 17" O.C. FOR TYPE 111 L TYPE IV 3 2 .14 1/8- 2 6063 -16 ANGLE 1 /(. "' MAX IMAX DESIGN LOAD x 72 PSFI 5/16 "0 CALK -IN (A 3 -1/8" 0.C. W/ 5/16 -18 MACHINE SCREW W/ r MIN EMBED N CONC. OR HOLLOW °LOCK W/ 3 -3/4' MIN MIN. EDGE 015T. EXISTING C.B.S. 1/4 -20 MACHINE BOLT 1 WINGNUTO OR WASHERED NUT 0 CA 6" 0 C FOH TYPE I 3. II OR p 12 "0C FOR '''OE 11 3. TYPE :V © 2" x 2 "x .093" STUDDED ANGLE, NOTE. THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANEL. (MAX. DESIGN LOAD 2 72 PSF) 3 = 8 x 1 /4 6063-T6 ALUM. ANGLE I" it 1/8 ALUM SHIM IMAX. DESIGN LOAD x 72 PSF: 0 1112 SMS CA 12 "0C 2 : 3' . 1/4 = 0' -6 6063-^6 ALUM. ANGLE OR TWO -2' x 3 x 1/8" x 0' -6" 6063 -76 ALUM ANGLES (TYP TOP t BOTTOM/ TWO - 1/4 -20 MACHINE SCREWS ALT. LEG DIRECTION O h/ STORM PANEL SUPPORT BEAM SCALE . 3" • T -0" 1/4 -20 MACHNE SCREW STUD W/ WING NUT (0 6" 0 C. TO PANEL ANGLE CONNECTION STUDDED STORM PANEL 1/4 -20 MACHINE SCREW STUD W/ NUT 6 0.C. ANGLE TO ANGLE CONNECTION 1/4 - • RAWL CALK -IN (d 5 D.C. W/ 7 /8 MN. EMBED. N CONC. 2 i - 7'": 1. =0" MAX. 74.0.13'. 71.0.0.13 ". Tr.0.055" 6063 -T6 ALUM. LAP BEAM 1/4"0 THRU BOLT @ 12" 0 C ANGLE TO ANGLE CONNECTION 1/4 "0 RAWL CALK -IN (� 12" O.C. W/ 1/4 -20 MACHINE SCREW W/ 7/8 MIN. EMBED INTO CONCRETE 1' 1 2" 214 1 x 1/8 IS 6063 -26 ANGLE NOTE. 7105 DETAIL MAY BE USED AT TOP OR BOTTOM OF PANEL. 1MAX. DESIGN LOAD x 72 PSFI 3/8 HOLE FOR FASTENING PANEL 2 "' x 2" ALUM STUD ANGLE ANGLE ASSEMBLY SCALE 1 -1/2' = 1' -0' 1/4 DROP -IN ANCHOR @ 8' O:. in W / ? - MIN. EMBED. ' IN CONC. PUNCH HOLES N ADJACENT PANELS TO RECEIVE THIS BOLT PLACE PANEL OVER EACH ADJACENT PANEL AND FASTEN WINGNUTS FROM THE INSIDE ANGLE TO "U" HEADER BUILD -OUT ASSEMBLY MOUNT STORM PANEL INTERIOR FASTENING DETAIL O SCALE 3" . 1' -0 "' iCA LE 3' • 1' -0' O SCALE 1 -1/2' - -0 2"x STUDDED -ANGLE 1 /4Y O X STORM PANEL BUILD -OUT SCALE = 3" • 1' -0" 1/4 -20 MACHINE SCREW STUD W/ NUT CA 6 O.C. ALT. ASSEMBLY MOUNT SCALE l-1/2 © 2" x 2 x .093 / STUD ANGLE —I 1/4 -20 MACHINE BOLT 3 ! WINGNIJTO OR W ASHEREO .)IUT Ea p 6" O.C. FOR TYKE 1 S. 1: OR A 12 0.C. FOR TYPE 111 3. TYPE IV II • APPROVED AS COMPLYING WITH THE SOUTH FLORIDA DING CO BY ' ,7, � '"' / r PRODUC ' 1 DIV!SION BUILDING CI 1 E COMPLIANCE OFF/SE ACCEPTANCE NO% — 050 9 • l. 0 J 03 O. 0 z 4 J Y 4 0 • H 0 .. W _ 0 ,.. J r 21 L 0. MV•O. 3•12 AS NOTED r023.gn by ` VJK IOrtvn by l 0G cnt[wt0 b� l VJK trwmg no. 95 -331 tMtIR6 of 6' -1 1 b �. .. ..... ". �:f.. �.1.:. .� t.,.d :t.. ... itt. .. '- .t. _�. •- .•: V '. • . s yY,c'. �. Zr. a r 1-�'./ ..`. t' . .. 1.. 9r•i '�. . r ` i ° . �•. Y.., It .,. _L 11,450NRY WALLS. • • ••• • • • ••• •• •• • • • •• •• • • • . • - . . . • • • • • • • • • • ••• • • • • ••• • . • • • • •• .. • • • • • • •• • • • • • • • •• • • • • • • • • • • • • ••• • • •• • •• •• • • • •• ••• •• • • • • • • • •• • • • • • ••• .. PROPERT`i( LINE 12" \ j \ j \ j \ j\/ \ / \ / \ / \ / \ / \ / \ / \ /\/\ /\ C4 EXISTING 24X12" CONC. FTG. W/ 2 # 5 CONT. ADD TRANSVERSE BARS #5 e 12" O.C. STRUCTURAL NOTES: -AFTER • 11114. PRISM STRENGTH Ms SHALL BE 600 PSI. - MORTAR COrFOR1"JG TO A5.TM C -210 TYPE TT (2500 P512 - PROVIDE 8 GAGE LADDER TYPE HORIZONTAL REINFORCEMENT AT lb' O/C (FOR REINFORCED WALLS). - PROVIDE 8 rar.F TRUSS TYPE HORIZONTAL REINFORCEMENT AT 16' 0/C (FOR NON - REINFORCED WALLS) REINFORCMG STEEL - REINFORCING BAR5 CONFORMING TO AS.TM A -815 GRADE 60, MCLUDMG COLUMN AND BEAM TIES. - WELDED FIRE FABRIC CONFORMNG TO AS.TM A -185 AND SUPPORTED ON SLAB BOLSTERS SPACED AT 3' -0' 0 /0 Att 2" PRECAST CONCRETE CAP DOWELS 4 :5X1 &" e 24"" EXISTING 8" C -15 WALL W/ 1 #5 VERTICAL e 48" BLOCK WALL SECTION DETAIL N.T.S. FINISHED GRADE le PROPOSED C.B,S WALL FENCE M❑DIFICATI ❑N Stru Structural INERO P.E. ET SE FOR: Mr. Sala 9530 S.W. 29 ST. -05 -01 AS NI IS L❑CATI ❑N AT: 334 N.E. 99 Street p MIAMI,FL. 33165 PHONE: (305)227 -9940 Miami Shores, EL F FLORIDA P.E. 48352 DATE 11,450NRY WALLS. • • ••• • • • ••• •• •• • • • •• •• • • • . • - . . . • • • • • • • • • • ••• • • • • ••• • . • • • • •• .. • • • • • • •• • • • • • • • •• • • • • • • • • • • • • ••• • • •• • •• •• • • • •• ••• •• • • • • • • • •• • • • • • ••• .. PROPERT`i( LINE 12" \ j \ j \ j \ j\/ \ / \ / \ / \ / \ / \ / \ / \ /\/\ /\ C4 EXISTING 24X12" CONC. FTG. W/ 2 # 5 CONT. ADD TRANSVERSE BARS #5 e 12" O.C. STRUCTURAL NOTES: -AFTER • 11114. PRISM STRENGTH Ms SHALL BE 600 PSI. - MORTAR COrFOR1"JG TO A5.TM C -210 TYPE TT (2500 P512 - PROVIDE 8 GAGE LADDER TYPE HORIZONTAL REINFORCEMENT AT lb' O/C (FOR REINFORCED WALLS). - PROVIDE 8 rar.F TRUSS TYPE HORIZONTAL REINFORCEMENT AT 16' 0/C (FOR NON - REINFORCED WALLS) REINFORCMG STEEL - REINFORCING BAR5 CONFORMING TO AS.TM A -815 GRADE 60, MCLUDMG COLUMN AND BEAM TIES. - WELDED FIRE FABRIC CONFORMNG TO AS.TM A -185 AND SUPPORTED ON SLAB BOLSTERS SPACED AT 3' -0' 0 /0 Att 2" PRECAST CONCRETE CAP DOWELS 4 :5X1 &" e 24"" EXISTING 8" C -15 WALL W/ 1 #5 VERTICAL e 48" BLOCK WALL SECTION DETAIL N.T.S. FINISHED GRADE le :: �� . s it r averment ... ..:...... :: :..... ..... . 15' TOTAL::::::::::::: . : � :,.......: % eeth . .................................. ... . . . . ........................ . . Ix.. , ,v�./, stn V 1 tA� �.i� �v� . Fnd. I/2' Pipe (N8N) Fnd 1/2" Rebar 15.0' e a SIDEWALK a Col.( typ) 1.35' x 1.35 Col. (typo 135' x 1.35' 5.6' I%) • ... • • • • • • • • • • • ... • • • .. .. .... .... 1 • • • • • • .. • • • • • • • . • • • ... • • .. • .. .. • • • .. ... . . • . • • • • • : -: 1:o�•:- Q . a • • . . ....... a . d a 4 25.15' conc. Col. (typ) 4' x 4' 39.00' SCALE: I/I " • • • • .. • 11 grassed parkway Planter FOOL 4 11.10' MOO (M 4R) 4 c) 7- a a conc.. a. .4 . AN 1.20' I STY C.B.S. RESIDENCE No. 334 C.S.S. wall on property Tine PROPOSED CBS WALL FENCE MODIFICATION FOR: Mr, Sala L❑CATI ❑N AT: 334 N.E. 99 Street Miami Shores, Ft. PH: 20.50' cone_ TO MODIFY EXISTING 4' -0' HGT. C.S. WALL (SE: DETAIL ATTACHED) 28.0' ..................... ...... ................. ........ ............................ ................... ... ............................................ . ................ .. ............................... PIILIO R. PINERD P.E. tructural Engineer 9530 S.W. 29 ST. MIAMI,FL. 33165 PHONE1 (305)227 -9940 FLORIDA P.E. 48352 :... ::: ;\ TO MODIFY EXISTING 4'- m'HGT. C.B.S. WALL (SEE DETAIL ATTACHED) 0 Fnd. 1/2" Rebar 0 0 CO N N 0 O 0 O 0 rn 0 I EIS r1 a I 0 O / 0 0 2 u u I c 0 0 U 0 rn 0 0 0 0 0 u ADAPTER SLAT SCALE: HALF SIZE 45' 4.078" 4.534" O TYP. SLATS SCALE: HALF SIZE ZED WITH (NOA) BY UILDING THESE THE .048" • .. ••. • • • ■•• • • • • • • • • . • . • 0 I.ET44" /41A X:9: : • .125" i : •:. i8:0: .875" � • ••• 90' • • Tt '. 2hI .060" .326" 2.775" 2.586" .285" I o.b. 60" 1.891" CENTER MATE 1 SCALE: HALF SIZE .483" 4 0" .945" 600" 6 0 190'!. 1.659" 2 101" .060" 055' (TYP.) 1.685" 65i'600' 620 .248 .060" .080" 250" 949" 1.391' 1.891" VJ. KNEZEVICH PROFESSIONAL ENGINEER FL License 0010983 2 2003 HEADE O MOUNTED SCALE: HALF SIZE GENERAL NOTES: 1. THESE APPROVAL DOCUMENTS REPRESENT A SHUTTER SYSTEM ANAL THE PROVISION SET FOR THE ISSUANCE OF A NOTICE OF ACCEPTANC MIAMI -DADE COUNTY PRODUCT CONTROL DIVISION FOR THE FLORIDA CODE, 2001. 2. TO VERIFY THAT THE ANCHORS AS TESTED. ARE NOT OVERSTRESSED 1 APPROVAL DOCUMENTS, NO INCREASE IN ALLOWABLE STRESS WAS USE FASTENER ANALYSIS. 3. DETERMINE THE POSITIVE AND NEGATIVE DESIGN LOADS TO USE WHEN REFERE THESE DOCUMENTS IN ACCORDANCE WITH THE GOVERNING CODE AND GOVER WIND VELOCITY. FOR WIND LOAD CALCULATIONS IN ACCORDANCE WITH THE FLORI BUILDING CODE 2001 A DIRECTIONALITY FACTOR OF Kd =0.85 SHALL BE USED. 4. THESE APPROVAL DOCUMENTS ARE GENERIC AND DO NOT INCLUDE INFORMATION FOR SITE- SPECIFIC APPLICATION OF THIS SHUTTER SYSTEM. 5. THESE APPROVAL DOCUMENTS COMPLY WITH CHAPTER 61G15 -23 OF THE FLORIDA ADMINISTRATIVE CODE. 6. THESE APPROVAL DOCUMENTS ARE SUITABLE TO BE APPLIED BY THE CONTRACTOR PROVIDED THE CONTRACTOR DOES NOT DEVIATE FROM THE CONDITIONS' DETAILED HEREIN AND THE CONTRACTOR VERIFIES THAT THE EXISTING STRUCTURE DOES NOT DEVIATE IN EITHER FORM OR MATERIAL FROM THE STRUCTURAL SUBSTRATES DETAILED HEREIN. 7. ANY MODIFICATIONS OR ADDITIONS TO THESE APPROVALSOCUMENTS WILL VOID THE APPROVAL DOCUMENTS. 8. 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. 9. EACH SHUTTER ASSEMBLY SHALL BE PERMANENTLY LABELED AS FOLLOWS: GUARDIAN HURRICANE PROTECTION PRODUCTS, INC MIAMI. FLORIDA MIAMI -DADE COUNTY PRODUCT APPROVED 10. 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 -16 ALUMINUM ALLOY, U.O.N. c0 12. ALL SCREWS AND BOLTS TO BE 2024 -14 ALUMINUM ALLOY, STAINLESS STEEL. Lri 4 OR GALVANIZED STEEL WITH A MINIMUM TENSILE STRENGTH OF 60 K.S.I., U.O.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. FLOOR TRACKS MAY BE REMOVABLE AT NON - STACKING LOCATIONS. USE RFMnvegl a eNrunoe a ru .r om.,n 15. THIS SHUTTER SYSTEM IS PATENTED WITH THE U.S. PATENT AND TRADEMARK OFFICE, PATENT No. 5,755,270. • 0 0 0 N CN 2" MIN. -5" MAXI ® ANGLE SCALE: HALF SIZE 1 0 O r 0 2.373" /1-. 472" I.D. 1 .158" 44 - •612" O.D. 151' 1.350" (OPTIONAL) ® LOCKING CLIP SCALE: HALF SIZE STAINLESS STEEL r 430" . 375 ", 320 HOLE 1 x115" 1 11 �� II NYLON WHEE Lr -(J � RIVETED IN PLACE I I U58" v l u 0 i .211" ��500" 1.100" TYP. AT EVERY OTHER INSIDE JOINT AT TOP. t1 . "I t 2 = .016'1 SILL -WALL MOUNTED °ADJ. SILL -TOP ALE: HALF SIZE SCALE: HALF SIZE .251" Q ROLLER ASSEMBLY SCALE: HALF SIZE t1 = .055" t2 = .076" 1 = 097" 84" IZE 2 .375 " 465" 'J I 1 I I i 1 MAX. 1300 MAX. 1300' TOP BOTTOM MAX' CARRIER BUS HINGS 12 SCALE: FULL SIZE 50" 184 ' 3.245" 15" 3.049" O55' ITYP.1" 1.533" .055" .50 0 " --/ 3 .283" ADJ. SILL -BOT. OADJ. ALTERNATIVE SCALE: HALF SIZE SILL -BOT. SCALE: HALF SIZE N m ° CENTER MATE 1 (W/ LOCKING ROD) 9a SCALE: HALF SIZE ®INSERT SCALE: HALF SIZE t = .200" .055" 641" ), 0 4 1.533" 0 I WALKOVER SILL LOCKING ARM ALIGNMENT INSIDE HANDLE FLOOR MOUNTED @BUSHING (NYLON) SHIM (NYLON) 16 SCALE: HALF SIZE SCALE: HALF SIZE 18 SCALE: HALF SIZE 190' 625' .095 " 42L .942" 1.250" ( J /.250" .630" I bD b O 5 N ▪ .285" . I.D. J .060' 1.039" .659" 2.101" 3. 465" 60" 1/8' THICK STAINLESS STEEL 1 ® LOCKING ARM SCALE: HALF SIZE 1 1,250" ® 90. END SLAT SCALE: HALF SIZE 1.250" .965" j .104' O FLAT 7 END SLAT SCALE: HALF SIZE 3. 267" .060" 345" O CENTER MATE 2 (W/ LOCKING ROD) SCALE: HALF SIZE in 0 N PRODUCT REVISED as complying with the Florida cp Code A O ccecepta tsacc No03 -07/ f Expiration Date D ? o og By # � Miami D e Product Control Division s • a 0 _ 4 [date 10/17/2002] stele AS NOTED (design by 1 VJK drawing no 03 -814 0 0) In N 0 N N c0 0 O ' 0 0 1- 1 (dr•.+n- by MCR r[heck•d b VJK sheet 1 of 7 BOTTOM TRACK TYPICAL N.T PLAN VIEW VARIES - NO LIMIT SECTION■ SI MECHANISM AT OR SIDE OF SHUTTER. LOCK.MAY BE INSTALLED ON INSIDE OR OUTSIDE OF SHUTTER TOP TRACK ALT. LOCATION OF 1 LOCKING MECHANISM AT SIDE .1 LOCKING MECHANISM CAN BE (al 18" ABOVE OR BELOW CENTER (SEE GENERAL NOTE 10) TYPICAL PLAN VIEW SCALE: 3" . 1' -0" 3/4" MIN. S EE FASTENER SCHEDU /T1 -1/2" MAX. S OPTIONAL DRILL 5/8"0 HOLE FROM BOTTOM OF EXTRUSIONO4 BEFORE ASSEMBLY FOR TRUSS HEAD BOLT (TYP.) 1 "x1 "x1 /8" ALUM. ANGLE W/ 3/16 "0 POP RIVETS @ 6" O.C. JOINT BETWEEN REMOVABLE AND FIXED SILL REMOVABLE FLOOR TRACK DETAIL SCALE : 3". 1'- 0" PLAN VIEW SECTION S • J• .% IN • • • • •SLING &E ARM LOCK • ,.N. ▪ • ▪ • • • USED WRH PIECES 9a AND SSETBLY OPTIONAL ACCESS HOLE EXISTING STRUCTURE SEE SECTION B ON SHEET 3 FOR COMPLETE INFORMATION C5 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING • •• • • . • • . 4 n n • J SINGLE ARM LOCKING MECHANISM AT CENTER a OR SIDE OF SHUTTER. LOCK MAY BE INSTALLED ON , 1/4, INSIDE OR OUTSIDE OF SHUTTER SINGLE ARM LOCKING MECHANISM AT CENTER OR SIDE OF SHUTTER. LOCK MAY BE INSTALLED ON INSIDE OR OUTSIDE OF SHUTTER 2 -1/4' TENER 24" O.C. EE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR). -MIN. SHUTTER SEPARATION FROM GLASS. (SEE SCHEDULE SHEET 5). DISTANCE TO BE MEASURED FROM BACK OF SHUTTER BLADE OR FROM HANDLE WHEN MOUNTED INSIDE. FASTENER @ 24" O.C. (SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR). SINGLE ARM LOCK N.T.S. EE FASTENER SCHEDU PLAN VIEW FASTENER @ 24" O.C. (SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR). (TYP.) T SINGLE ARM LOCKING MECHANISM AT CENTER OR SIDE OF SHUTTER. LOCK MAY BE INSTALLED ON INSIDE OR OUTSIDE OF SHUTTER SCALE: 3" = 1' -0" 3/4" MIN. E 1 -1/2" MAX. (DOES NOT REPLACE SINGLE ARM LOCI) NYLON HANDLE (DOES NOT REPLACE SINGLE ARM LOCI) OPTIONAL CLOSER HANDLE N.T.S. NYLON HANDLE OPTIONAL CLOSER HANDLE N.T.S. 1 "x1 "x1/8" 3/16 "m POP - MIN. SHUTTER SEPARATION FROM GLASS. (SEE SCHEDULE SHEET 5). DISTANCE TO BE MEASURED FROM BACK OF SHUTTER BLADE OR FROM HANDLE WHEN MOUNTED INSIDE. Z ' a . 18 _ 3.1.•74 14 9a OPTIONAL PLAN VIEW SCALE: 3" = 1' -0" JOINT BETWEEN REMOVABLE AND FIXED SILL SECTION T OPTIONAL REMOVABLE FLOOR TRACK DETAIL SCALE : 3 "= 1'- 0" CARRIER BUSHING 2® 12 7/16" O.D. 0.63" LONG NYLON T OP BUSHING t 2 111111111111111 0 SEE SECTION L ON SHEET 4 FOR COMPLETE INFORMATION C4 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING #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 & BOTTOM) 3/8" 0.D. x 0.90" LONG NYLON BOTTOM BUSHING #10 x 3" SMS. MANUFACTURED FROM #410HT STAINLESS STEEL W/ XYLAN 5200 FLUOROCARBON COATING & .460 "o x .050" THICK 300 SERIES STAINLESS STEEL WASHER (TYP. TOP & BOTTOM) SCREW BUSHING & ROLLER/ BUSHING ASSEMBLY SCALE: HALF SIZE Tommiruil NM EXISTING' . P GLASS • AIA .11 SSERLY OPTIONAL LOCATION C5 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING EXISTING STRUCTURE FASTENER (Th 24" 0.C. (SEE ANCHOR SCHEDULE 2•• MI FOR ANY ACCEPTABLE { ANCHOR). PRODUCT REVISED as complying with the Florida Braiding Code Acceptance No v3 - 7 Expirption Date° By Miami Da Evdnct Control Division o� o I T 18 , 0 V y C re L' a• ' .2 V t 0 M is . w 0 s. t VJ. KNEZEVICH PROFESSIONAL INEER R License Nn: 10983 LI CI 2003 03 -814 sheet 2 of 7 INSIDE CLOSUR� 'T" HAN L W SHIM 6811111111■ 1 111111 r eo■uul■■ date 10/17/2002 sole AS NOTED drawn'Dy MCR design by )(checked t y VJK J( VJK BOTTOM TRACK TYPICAL N.T PLAN VIEW VARIES - NO LIMIT SECTION■ SI MECHANISM AT OR SIDE OF SHUTTER. LOCK.MAY BE INSTALLED ON INSIDE OR OUTSIDE OF SHUTTER TOP TRACK ALT. LOCATION OF 1 LOCKING MECHANISM AT SIDE .1 LOCKING MECHANISM CAN BE (al 18" ABOVE OR BELOW CENTER (SEE GENERAL NOTE 10) TYPICAL PLAN VIEW SCALE: 3" . 1' -0" 3/4" MIN. S EE FASTENER SCHEDU /T1 -1/2" MAX. S OPTIONAL DRILL 5/8"0 HOLE FROM BOTTOM OF EXTRUSIONO4 BEFORE ASSEMBLY FOR TRUSS HEAD BOLT (TYP.) 1 "x1 "x1 /8" ALUM. ANGLE W/ 3/16 "0 POP RIVETS @ 6" O.C. JOINT BETWEEN REMOVABLE AND FIXED SILL REMOVABLE FLOOR TRACK DETAIL SCALE : 3". 1'- 0" PLAN VIEW SECTION S • J• .% IN • • • • •SLING &E ARM LOCK • ,.N. ▪ • ▪ • • • USED WRH PIECES 9a AND SSETBLY OPTIONAL ACCESS HOLE EXISTING STRUCTURE SEE SECTION B ON SHEET 3 FOR COMPLETE INFORMATION C5 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING • •• • • . • • . 4 n n • J SINGLE ARM LOCKING MECHANISM AT CENTER a OR SIDE OF SHUTTER. LOCK MAY BE INSTALLED ON , 1/4, INSIDE OR OUTSIDE OF SHUTTER SINGLE ARM LOCKING MECHANISM AT CENTER OR SIDE OF SHUTTER. LOCK MAY BE INSTALLED ON INSIDE OR OUTSIDE OF SHUTTER 2 -1/4' TENER 24" O.C. EE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR). -MIN. SHUTTER SEPARATION FROM GLASS. (SEE SCHEDULE SHEET 5). DISTANCE TO BE MEASURED FROM BACK OF SHUTTER BLADE OR FROM HANDLE WHEN MOUNTED INSIDE. FASTENER @ 24" O.C. (SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR). SINGLE ARM LOCK N.T.S. EE FASTENER SCHEDU PLAN VIEW FASTENER @ 24" O.C. (SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR). (TYP.) T SINGLE ARM LOCKING MECHANISM AT CENTER OR SIDE OF SHUTTER. LOCK MAY BE INSTALLED ON INSIDE OR OUTSIDE OF SHUTTER SCALE: 3" = 1' -0" 3/4" MIN. E 1 -1/2" MAX. (DOES NOT REPLACE SINGLE ARM LOCI) NYLON HANDLE (DOES NOT REPLACE SINGLE ARM LOCI) OPTIONAL CLOSER HANDLE N.T.S. NYLON HANDLE OPTIONAL CLOSER HANDLE N.T.S. 1 "x1 "x1/8" 3/16 "m POP - MIN. SHUTTER SEPARATION FROM GLASS. (SEE SCHEDULE SHEET 5). DISTANCE TO BE MEASURED FROM BACK OF SHUTTER BLADE OR FROM HANDLE WHEN MOUNTED INSIDE. Z ' a . 18 _ 3.1.•74 14 9a OPTIONAL PLAN VIEW SCALE: 3" = 1' -0" JOINT BETWEEN REMOVABLE AND FIXED SILL SECTION T OPTIONAL REMOVABLE FLOOR TRACK DETAIL SCALE : 3 "= 1'- 0" CARRIER BUSHING 2® 12 7/16" O.D. 0.63" LONG NYLON T OP BUSHING t 2 111111111111111 0 SEE SECTION L ON SHEET 4 FOR COMPLETE INFORMATION C4 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING #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 & BOTTOM) 3/8" 0.D. x 0.90" LONG NYLON BOTTOM BUSHING #10 x 3" SMS. MANUFACTURED FROM #410HT STAINLESS STEEL W/ XYLAN 5200 FLUOROCARBON COATING & .460 "o x .050" THICK 300 SERIES STAINLESS STEEL WASHER (TYP. TOP & BOTTOM) SCREW BUSHING & ROLLER/ BUSHING ASSEMBLY SCALE: HALF SIZE Tommiruil NM EXISTING' . P GLASS • AIA .11 SSERLY OPTIONAL LOCATION C5 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING EXISTING STRUCTURE FASTENER (Th 24" 0.C. (SEE ANCHOR SCHEDULE 2•• MI FOR ANY ACCEPTABLE { ANCHOR). PRODUCT REVISED as complying with the Florida Braiding Code Acceptance No v3 - 7 Expirption Date° By Miami Da Evdnct Control Division o� o I T 18 , 0 V y C re L' a• ' .2 V t 0 M is . w 0 s. t VJ. KNEZEVICH PROFESSIONAL INEER R License Nn: 10983 LI CI 2003 03 -814 sheet 2 of 7 INSIDE CLOSUR� 'T" HAN L W SHIM BOTTOM TRACK TYPICAL N.T PLAN VIEW VARIES - NO LIMIT SECTION■ SI MECHANISM AT OR SIDE OF SHUTTER. LOCK.MAY BE INSTALLED ON INSIDE OR OUTSIDE OF SHUTTER TOP TRACK ALT. LOCATION OF 1 LOCKING MECHANISM AT SIDE .1 LOCKING MECHANISM CAN BE (al 18" ABOVE OR BELOW CENTER (SEE GENERAL NOTE 10) TYPICAL PLAN VIEW SCALE: 3" . 1' -0" 3/4" MIN. S EE FASTENER SCHEDU /T1 -1/2" MAX. S OPTIONAL DRILL 5/8"0 HOLE FROM BOTTOM OF EXTRUSIONO4 BEFORE ASSEMBLY FOR TRUSS HEAD BOLT (TYP.) 1 "x1 "x1 /8" ALUM. ANGLE W/ 3/16 "0 POP RIVETS @ 6" O.C. JOINT BETWEEN REMOVABLE AND FIXED SILL REMOVABLE FLOOR TRACK DETAIL SCALE : 3". 1'- 0" PLAN VIEW SECTION S • J• .% IN • • • • •SLING &E ARM LOCK • ,.N. ▪ • ▪ • • • USED WRH PIECES 9a AND SSETBLY OPTIONAL ACCESS HOLE EXISTING STRUCTURE SEE SECTION B ON SHEET 3 FOR COMPLETE INFORMATION C5 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING • •• • • . • • . 4 n n • J SINGLE ARM LOCKING MECHANISM AT CENTER a OR SIDE OF SHUTTER. LOCK MAY BE INSTALLED ON , 1/4, INSIDE OR OUTSIDE OF SHUTTER SINGLE ARM LOCKING MECHANISM AT CENTER OR SIDE OF SHUTTER. LOCK MAY BE INSTALLED ON INSIDE OR OUTSIDE OF SHUTTER 2 -1/4' TENER 24" O.C. EE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR). -MIN. SHUTTER SEPARATION FROM GLASS. (SEE SCHEDULE SHEET 5). DISTANCE TO BE MEASURED FROM BACK OF SHUTTER BLADE OR FROM HANDLE WHEN MOUNTED INSIDE. FASTENER @ 24" O.C. (SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR). SINGLE ARM LOCK N.T.S. EE FASTENER SCHEDU PLAN VIEW FASTENER @ 24" O.C. (SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR). (TYP.) T SINGLE ARM LOCKING MECHANISM AT CENTER OR SIDE OF SHUTTER. LOCK MAY BE INSTALLED ON INSIDE OR OUTSIDE OF SHUTTER SCALE: 3" = 1' -0" 3/4" MIN. E 1 -1/2" MAX. (DOES NOT REPLACE SINGLE ARM LOCI) NYLON HANDLE (DOES NOT REPLACE SINGLE ARM LOCI) OPTIONAL CLOSER HANDLE N.T.S. NYLON HANDLE OPTIONAL CLOSER HANDLE N.T.S. 1 "x1 "x1/8" 3/16 "m POP - MIN. SHUTTER SEPARATION FROM GLASS. (SEE SCHEDULE SHEET 5). DISTANCE TO BE MEASURED FROM BACK OF SHUTTER BLADE OR FROM HANDLE WHEN MOUNTED INSIDE. Z ' a . 18 _ 3.1.•74 14 9a OPTIONAL PLAN VIEW SCALE: 3" = 1' -0" JOINT BETWEEN REMOVABLE AND FIXED SILL SECTION T OPTIONAL REMOVABLE FLOOR TRACK DETAIL SCALE : 3 "= 1'- 0" CARRIER BUSHING 2® 12 7/16" O.D. 0.63" LONG NYLON T OP BUSHING t 2 111111111111111 0 SEE SECTION L ON SHEET 4 FOR COMPLETE INFORMATION C4 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING #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 & BOTTOM) 3/8" 0.D. x 0.90" LONG NYLON BOTTOM BUSHING #10 x 3" SMS. MANUFACTURED FROM #410HT STAINLESS STEEL W/ XYLAN 5200 FLUOROCARBON COATING & .460 "o x .050" THICK 300 SERIES STAINLESS STEEL WASHER (TYP. TOP & BOTTOM) SCREW BUSHING & ROLLER/ BUSHING ASSEMBLY SCALE: HALF SIZE Tommiruil NM EXISTING' . P GLASS • AIA .11 SSERLY OPTIONAL LOCATION C5 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING EXISTING STRUCTURE FASTENER (Th 24" 0.C. (SEE ANCHOR SCHEDULE 2•• MI FOR ANY ACCEPTABLE { ANCHOR). PRODUCT REVISED as complying with the Florida Braiding Code Acceptance No v3 - 7 Expirption Date° By Miami Da Evdnct Control Division o� o I T 18 , 0 V y C re L' a• ' .2 V t 0 M is . w 0 s. t VJ. KNEZEVICH PROFESSIONAL INEER R License Nn: 10983 LI CI 2003 03 -814 sheet 2 of 7 OR ANCHOR S C2 CONNECT] REFERENCE AN SCHEDULE FOR M SPACING ROLLER ASSEMBLY TYP. EVERY OTHER P C2 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING 5/8" MAX. w l7 0 w SEE TABLE 2 OR A DOOR w L7 O w OWALL MO SCALE: 3" = 1' -0" t1 O R ID R EXISTING CONCRETE, MASONRY OR WOOD STRUCTURE. SEE ANCHOR SCHEDULE. TYP. C3 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING BUT DO NOT EXCEED 6" SPACING 0 CONT. ( ' • - 1/2" 1/2" CONT. EMBED. 5/8" MAX. G CONCRETE, MASONRY TRUCTURE. SEE LE, TYP. 9- 3/16" MAX. ® BUILD_OUT MOUNT SECTION SCALE: 3" = 1' -0" CONT. TWO 1/4 -20 MACHINE BOLTS WP NUT OR •14 TEK SCREW (nl 12" O.C. (TYP., TOP & BOTTOM) SEE TABLE 2 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' 11 CONT. I 11 CONT. \ 11 CONT. E NOTE: BOTTOM MOUNT DETAIL MAT bt UStU A 1 I UN. • • ••• • • • ••• EXISTING CONCRETrIVInOI�RY; •EXI9TNJG CONCRETE, MASONR OR WOOD STRUCT4JRE.•SEE � WQOD'STRUCTURE. SEE ANCHOR SCHEDULg, T`CP • • ANCHORSGHEDULE, TYP. EQ. EQ. E TABLE 2 OR POP RIVET EK SCREW . (TYP.) SEMBLY x 1/8" ANGLE 16 "m POP S(ln 6" 0.0 ONNECTION TYPE ERENCE ANCHOR CHEDULE FOR MAX. SPACING 1/4 -20 MACHINE BOLT W/ NUT p 12" O.C. (TYP., TOP & BOTTOM) 5 /8" ROLLER ASSEMBLY TYP. EVERY OTHER P 1/2 " - 1/4" MAX. 1/4" MAX. Q w J CC a 1 Uili I' 4 I- IA , - = Z Ow Q J0 X� QO w E • XI < F 0 w •• OCEIL ING/INSIDE MOUNT SECTION SCALE: 3" = 1' -0" 5/8" VAX.. ACA CONNECTION TYPE :REF eR!N E�ANCH0R • SCHEEO L OR MAX. SPACING -1/4" MAX. Z QJ a wing ZOw Q J� <O X Li Q E 3/16 "0 POP RIVET L tai (TYP.) 1/4" MAX. OL " w O OPTIONAL FASTENER LOCATION IN LIEU OF ANGLE SUPPORT - STAGGER ANCHOR 1/4" OFF CENTER C5 CONNECTION TYPE REFERENCE ANCHOR EDGE nIST SCHEDULE FOR MAX. FDGE DIST SPACING O BUILD -OUT MOUNT SECTION F SCALE: 3" = 1' -0" EDGE DIST. OR DO 13TT-3/4" M LEG DIREC EXISTING CONCRETE. MASONRY OR WOOD STRUCTURE. SEE ANCHOR SCHEDULE. TYP. EXISTING WOOD TRUSS OR RAFTER p 24" MAX. O.C. C1 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING 5/8" MAX. TYP. TOP & BOTTOM 1/4" MAX.- 1/4" MAX.- g 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 DO NOT SCHEDULE FOR MAX. EXCEED 8 -1/2" SPACING SPACING 1/4 -20 MACHINE BOLT W/ 174 " T - UT 01 12" O.C. (TYP., TOP i BO TOM) W i f i rt • MAX. b�� 1 CONNECTION TYPE R EFERENCE A NCHOR SCHEDULE FOR MAX. SPACING IQ CONT. - FOR LARGER SPANS E TWO 2" x 5" AL. ANGLES (SEE SCHEDULE 1 TYPE C) /8" MAX. O BUILD -OUT MOUNT SECTION SCALE: 3" = 1' -0" 1 3" 1 Z <- 11w inJ .m sa 01 JW QJ X Q • Zw win w 10 EXISTING WOOD OR STUCCO FINISH MATERIAL #14 SMS l 24" 0.C. MAX. N BETWEEN TRUSSES SEE TABLE 2 1/2" , EMBED. C1 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING EXISTING CONCRETE, MASONRY OR WOOD STRUCTURE. SEE ANCHOR SCHEDULE, TYP. Z Z Q CLw a V)m • 3Q or 0 1" lU D/ u ; 1- JW 1— D • = • O to Q w X Fu Q w in F N —1/4" MAX. 1OTOP & BOTTOM -1/2' —1 1/2 ' MAX:- WOOD SOFFIT / ®FLOOR MOUNT SECTION O w OR DOOR 0 1— W: 0 • a � W W Z = w a w U) w O 5/8" MAX. ® BUILD_OUT MOUNT SECTION SCALE: 3" = 1' -0" 4" x 1/8" 6063 -T6 ALUM. CONTINUOUS PLATE W/ THREE 1/4 "0 WOOD LAG SCREWS WITH 2 -3/4" MINIMUM THREADED PENETR. "T" IN WOOD (al EACH RAFTER OF TRUSS, 24" 0.C. MAX. WHERE PLATE EXTENDS BEYOND LAST TRUSS, EXTEND PLATE TO NEXT TRUSS MAX. 1/4" MAX. 16 C3 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING EXISTING CONCRETE, MASONRY OR W000 STRUCTURE. SEE ANCHOR SCHEDULE, TYP. 2" x 2" x .050" ALUM. TUBE TYP. TOP & BOTTOM 1/2" 1/4" MAX- 1/4" MAX.- Z Z Q' Q CL J Vi aln 3Q CC ~ w 0 • F JW J a � = XO V) Q w X ELJ w N F VI 1/2" C2 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING BUT DO NOT EXCEED 8 -1/2" SPACING PRODUCT REVISED as complying with the Florida Bniding Code Acceptance No 0 Expiration Date 0 By Miami Da :,-'' rodnct Control Division 0/ , `-‘' z Z � W _ F F W V I < 0, N N N ec KsZI W z 2 W V � W ~ N W Z 0 O O i 0 I° 0 z F V 0 0 a 0 N 0 8 z 0. 0 co m 0 co vs c 0 M d Oafs 10/17/2002, scale As NOT(® Ideslgn by t VJK 1 0 co IA v N O N co 0 0 0 co dravn•by MCK checked b VJK Ell „y l 03 - -814 sheet 3 of 7 ALUM. BEAM & SHUTTER SCHEDULE DESCRIPTION SHUTTER SPAN BEAM SPAN 2 x 5 5' -0" 9' -S" Tw = .125" 8' -0" 8' -1" Tf = .125" 10' -0" 7 -6" 2" x 8" 5'-0" 14' -0" 8' -0" 11' -6" Tw = .072" Tf = .224 10' -0" 10' -4" 2" x 9 „ 5' -0" 15' -5" 8' -0" 12' -5" Tw = .072" Tf = .224 10' -0" 11' -2" CO 3 0 0 U EXISTING STRUCTURE TWO I "0 POWERS n 3 -3/4" O.C. MIN. EMBED. IN 3 KSI CONC. WITH 1/2" MIN. EDGE ;T. OR FOUR CO CRETE -FLE W/ 1 -3/4" EMBEDMENT & 2 -1/2" EDGE ;T. IN EACH ANGLE OR DOOR OR DOOR TWO 3/8 "O POWERS CALK -IN p 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 EXISTING STRUCTURE MAX. MAX. 5/8" MAX. 2"x3 "x1/4" 6063 -T6 ALUM. ANGLE rDETAILS V1 &@ 1 -1/4 THREE -1/4"o THRU BOLTS ": 1" MIN (MAX. DESIGN LOAD *72 PSF) ® TOP SUPPORT BEAM DETAIL SCALE: 3" = 1' -0" NOTE: 1. USE BEAM,SCHEJ ULE FOR DETAILS AND J . 2. SHUTTER SPAN TO BE LIMITED TO THOSE SHOWN IN TABLE, SHEET 5. 3. BEAM SPAN SHALL BE CONSIDERED AS THE DISTANCE FROM CL OF SUPPORT TO C OF SUPPORT. 3/16 "0 POP RIVET ' OR #12 TEK SCREW BEM: @ 6" O.C. 4` � .7.Lr ._.._. _ SEE TABLE 2 Tw ACCES HOLE 2" " x 1/4 6063 -T 6 ALUM. ANGLE THREE -1/6"0 THRU BOLTS ALT. LEG DIRECTION 1NIl A.. •ESsCIN LVMU - J L I- 31- � BOUOM SUPPORT BEAM DETAIL SCALE: 3" = 1' -0" • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • •.• • • • • • • • • • • • • • ••• • • • • ••• ALUM. $E=1h1(SEE BEr•M: SCHEDUEE BELOW FGI • BEAM DESCRIPTION & MAX. HORIZONTAL SPANS) • • • 4 • • • • • • • • • 0 1/4 -20 $S!3. A H SERE #•• & NUT f� ".T1 . 0 E;T�4Rv. BOLT ORRRRRR ACC•E5S E.A • SHOWNJWD*AIL : : :.. r-1 /4" MAX. 0 r 0 1.50" 3.00" 3/16"0 POP RIVET OR #12 TEK SCREW @ 6" O.C. AL. BEAM (SEE BEAM SCHEDULE ABOVE FOR BEAM DESCRIPTION & MAX. HORIZONTAL SPANS) 1/4 -20 S.S. MACHINE SCREW & NUT @ 12" O.C. PROVIDE 1 "0 ACCESS HOLE IN BOTTOM OF BEAM OR USE THRU BOLT AS SHOWN IN DETAIL (H) 'LSO" 3.00" • • • • • • • SCALE : 3 "= 1'- 0" DRILL 5/16 "0 HOLE too" OR D OR 0 SCALE : 3"= 1'- 0" PLYWOOD AND STUCCO FINISH 5/8" MAX. DRILL 7/16"0 HOLE DRILL 5/16 "0 HOLE 1.13" 0 3.00" 1.12" LI SEE TABLE 2 1.88" 3.00" 3.75" 6.00" 1.88" 3.00" 1.12" 11/2" 0 0 ANGLE DETAIL USING CALK -IN ANCHOR 1.00" ANGLE DETAIL USING CRETE -FLEX ANCHOR O WALL MOUNT SECTION - USING 2" x 6• P.T. WOOD PLATE K SCALE 3" = 1' -0" OR DOOR -- PLYWOOD AND / STUCCO FINISH 5/8" MAX. () WALL MOUNT SECTION - USING ALUM. TUBE SCALE: 3" = 1' -0" EXISTING CONCRETE, MASONRY OR WOOD STRUCTURE. SEE ANCHOR SCHEDULE, TYP. _EQ. EQ DGE DIS LSgEE TABLE 2 OR DOOR 3/16"0 POP RIVET OR #12 TEK SCREW @ 6" O.C. (TYP.) ASSEMBLY C4 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING SEE TABLE 2 FOR WOOD PLATE USE 1/4 "0 EMBED.IIE)-'./ \ \I S.S. LAG SCREW W/ 1 -3/4" PENETRATION INTO WOOD PLATE @ 12" O.C. TWO 1/4 "0 S.S. LAG SCREW 24" O.C. MAX. W/ 1 -3/4" PENETRATION IN CENTER OF STUDS 2" x 6" P.T. WOOD PLATE (MAX. DESIGN LOAD = 72 PSF) 1 1/2" TWO 1/4 "0 S.S. LAG SCREW @ 24" O.C. MAX. W/ 1 -3/4" PENTR. IN CENTER OF STUDS 1"x3"x1/8 "OR 1" x 4" x 1/8" 6063 -T6 ALUM. TUBE (MAX. DESIGN LOAD =72 PSF) L1/4" MAX. OPTIONAL LOCATION C5 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING @CEILING /INSIDE MOUNT SECTION 1 date 10/17/2002 checked by VJK 11/4" MAX. 1/4 -20 S.S. MACHINE SCREW & NUT 12" O.C. PROVIDE 1 "O ACCESS HOLE BACK SIDE FOR FASTENING 5/8" MAX. C4 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING 11/4" MAX. Q w J wilco ZOw QJD N ao w X I Q L) @ 6" O.C. (TYP.) 1/4" 3/16 "O POP RIVET MAX. PRODUCT REVISED as complying with the Florida Bidding Code 3 Acceptance No - Expiptioa Date a By,_ Miami Dad# ' roduct Control Division •o Loo9 drawing no. 03 -814 sheet 4 of 7 MINIMUM SHUTTER SEPARATION FROM GLASS (IN) POSITIVE DESIGN LOAD (W) (PSF) ACTUAL SPAN (FT - IN) MINIMUM SEPARATION FROM GLASS FOR INSTALLATIONS LESS THAN EQUAL TO 30OR ' ABOVE GRADE (INCHES) MINIMUM SEPARATION FROM GLASS FOR INSTALLATIONS T T GREA 30' ABOVE GRADE (INCHES) 30.0 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 -1/8 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 - 11 3 -3/4 3 . 50.0 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 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 -7/8 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 8 - 0 2 -7/8 1 -7/8 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 -7/8 2 9 - 0 3 2 -3/4 10 -3 3 3 ••; 1A3( • 1t)Ddl ALLQWABLE SPAN SCHEDULE . • ••• • NEG. ••QESIG�J • • QAt: . • (PSFC • ••• ' •TYPE • • ALL MOUNTING :CGINDI404S CXCEZ' C • ©E®© (FT - IN) • TYPE B DETAIL QF OR DETAIL •© W/ i�GLE ANGLE 'REQUIRED •3 -3/4" MAX. B.O. (FT - IN) TYPE C DETAIL DOUBLE ANGLE REQUIRED 3 -3/4" MAX. B.O. (FT - IN) TYPE D DETAIL © 9- 3/16" MAX. B.O. (FT - IN) •34.• • • k 43; -1• 12 -4 13 -1 12 -7 ; ; 3 3 3 .2 : :. J3;- 1 ; 11 - 0 13 - 1 11 - 2 • 4 . 0.0 • • 12 10 - 12 - 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 63.3 11 -6 8 -6 8 -6 8 -B 66.8 l0- 11 8 -3 8 -3 8 -5 67.5 10-9 8 -3 8 -3 8 -5 71.2 10 - 3 8- 0 8- 0 8- 2 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 6 -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 3 - 10 4 - 0 160.0 4 -6 3 -7 3 -7 3 -9 170.0 4 -3 3 -4 3 -4 3 -6 CO 3 c 0 U 3 #10 TEK SCREWS OR 3- 3/16 "0 ALUM. POP RIVETS (TYP.) 2 "x2 "x1/8" ALUM. TUBE 6063 -T6 ALLOY ® AIT CLOSURE DETAIL . SCALE: 3" =1 FASTENER 24" 0.C. (USE ANY ANCHOR IN ANCHOR SCHEDULE) ® ALT. CLOSURE DETAIL SCALE: 3" = 1' -0" 1 "x "x1/8" ALUM. ANGLE #10 TEK SCREW OR 3/16 "0 ALUM. POP RIVET (al 24" O.C. (TYP.) TWO 1/4"0 FASTENERS EACH ANGLE (SEE ANCHOR 9 R9a SCHEDULE FOR ANY ACCEPTABLE ANCHOR) NOTE • EITHER CONDITION MAY BE TYPICAL FOR EITHER SIDE O CORNER CLOSURE DETAIL SCALE: 3" = 1' -0" 2 "x2 "x.125" ALUM. ANGLE CONT. 4" O.C. OR IN LE) • x.055 " ;1" x'2 "x.055 "; • 3" x .055" • 2" x 4" x .055" 2" x 5" x .125" AL. ANGLE •• #10 x 1/2" GALVANIZED SMS OR 3/16 "0 ALUM. POP RIVET @ 18" 0.C. 1" x 1" x .055" ; 1" x 2" x .055 "; • 2" x 3" x .055" ; 2" x 4" x .055" OR 2" x 5" x .125" AL. ANGLE 1/4 -20 TRUSS HEAD BOLTS & NUTS W/ LOCK WASHERS @ 24" O.0 EXISTING STRUCTURE E • • • • • • • " GALVANIZED SMS "0 ALUM. POP RIVET C. • USF MALE OR FEMALE AS REQUIRED ® ALT. CORNER CLOSURE DETAIL SCALE: 3" = MAK 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. 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" OALTE RNATE FLOOR MOUNT DETAIL SCALE: 3" = 1' -0" z 4 w J °D O Q J Jw Q- Xo Qw IUVI w N 1/4" MAX. T A B L E 2 EXISTING STRUCTURE MIN. 3.000 PSI CONCRETE ONCRETE FASTENER @ 8" O.C. ANY SCHEDULED FASTENER IS ACCEPT ABLE PRODUCT REVISED as complying with the Florida Buiding Code Acceptance No 03 - o7 Expiration Date 0 By Miami Lncuprruuuct .A.uuw Division o) °tJ VJ. KNEZEVICH PROFESSIONAL EN�1GGINEER FL thense Nq.0(yDO109$3 design by VJK c 0 M P. a. co N co 0 dare 10/17/2002) scale AS NOTED (drawn by ) PIER (checked by 1 V.K orawmg no 03 -814 sheet 5 of 7 ANCHOR SCHEDULE FASTENER MAXIMUM SPACING (INCHES) REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS EXIST. STRUC. . ANCHOR TYPE LOAD (W) P.S.F. 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 TO 13' -1" (SEE NOTE 1) CONNECTION C1 SEE C2 NOTE C3 TYPE 3) C4 C5 CONNECTION C1 (SEE C2 NOTE C3 TYPE. 3) C4 C5 CONNECTION C1 (SEE C2 NOTE C3 TYPE 3) C4 C5 CONNECTION C1 (SEE C2 NOTE C3 TYPE 3) C4 CS doom 111111.J11(111(111(IIIIIINI(IU11W 1/4 "0 WOOD LAG W/ 1 - 3/4" MIN. THREAD PENETRATION SHEAR , TO WOOD GRAIN r 45.0 12 12 12 9 7 12 12 12 6 5 12 12 12 5 4 12 9 9 3 3 57.0 12 12 12 7 5 12 12 12 5 3 12 12 12 4 3 12 5 4 3 0/ 73.0 12 12 12 5 4 12 9 9 3 3 12 6 6 3 1, 12 5 4 3 J 105.0 , 12 9 8 3 3 12 5 4 3 / 12 5 4 3 / 12 5 4 3 1 170.0 I12 5 4 3 "/ 12 5 4 3 �� 12 5 4 3 7 12 5 4 3 KA _ dare ( 5UO1SlnaJ )' 6F4111111 by d•serlytl.n 1 ;v11( COUNTY COMMENTS 1 111111 D. * 03082202458D) X 111111 LO /10 /2I .t.p 11 DelH)( i E1111111111111 10/17/2002) scale lldravn'by AS NO1 tD ll MCR dasign 1( check•vj 1 1 Braving no. 03 -814 • • • ••• • • • • •• •• •• • • • • • •• •• • • • • • • • • .ANCHOR SCHEDULE • • ••• • • • • ••• FASTENER SPACING (INCHES) REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS ANCHOR TYPE 4 % 6 3 / 6 3 / 11 6 12 :111,111111111111111111111111111111W 1/4 "0 ITW TAPCON W/ 1 -1/4" MIN. EMBEDMENT (MIN. 3,100 PS.L CONCRETE) 1/4 "0 POWERS CALK -IN W/ 7/B" EMBEDMENT & 1/4 -20 STAINLESS STEEL MACHINE SCREW (MIN. 3,000 P..5.1. CONCRETE) O O 1 1/4 "0 POWERS ZAMAC NAIL -IN W/ 1 -1/8" MIN. EMBEDMENT (MIN. 3,000 P.5.1. CONCRETE) * 1,e,11 Tun ,•r ■.mn_ * 1/4 "0 ELCO MALE/ FEMALE "PANELMATE" W/ 1 -1/4 MIN. EMBEDMENT & 1/4 -20 MACHINE SCREW WITH NUT (MIN. 3,300 PSJ. CONCRETE) ■vwoiu 1/4" ELCO TEXTRON HEX-FLANGE TAPCON/ HEX HEAD TAPCON W/ 1 -3/4" EMBED (MIN. 3,320 PSJ. CONCRETE) 1/4 "0 ELCO CRETE FLEX W/ 1-3/4"--MIN. EMBEDMENT (MIN. 3,350 PSJ. CONCRETE) LOAD (W P. MA (5 NOTE 1) 9 3 / 7 7 4 12 PANS UP T 5 -8" (SEE NOTE 1) CONNECTION TYPE (5 E NOTE 3) C3 C4 . 2" • - F•A N S• I P 10 � • : 8 - 0 : : : '(SEE NOTE 1) • ONNECTION TYPE ENOJE r 4' 4. 10 10 4 5.0 57.0 7 3.0 105.0 170.0 4 5.0 57.0 73.0 105.0 170.0 45.0 57.0 73.0 105.0 170.0 45.0 57.0 73.0 105.0 170.0 4 5.0 57.0 7 3.0 105.0 170.0 4 5.0 57.0 73.0 105.0 170.0 MIN. 3" EDGE DISTANCE C 12 12 12 10 8 12 12 12 12 12 12 12 11 8 6 12 12 12 12 11 12 12 12 12 12 12 12 12 12 12 12 12 12 5 3 12 12 12 9 5 12 12 12 12 7 4 12 12 12 8 4 12 12 12 8 4 12 5 // 12 12 12 8 4 12 12 11 11 4 4 /// 12 12 12 12 7 4 12 12 12 8 12 12 12 8 4 9 7 5 4 12 10 8 5 4 10 8 6 4 3 12 12 10 7 6 12 12 10 7 6 12 12 10 7 6 7 • 6 4 3 / 9 7 5 4 3 6 5. 3 !/ 11 8 6 4 3 11 8 6 4 3 11 8 6 4 3 SPANS UP TO 13' -1 (SEE NOTE 1) SPANS UP TO 5' - 8" (SEE NOTE 1) • C 1 O NNECTION TYPE CONNECTION TYPE CONNECTION TYPE jSEE 3) (SEE NOTE 3) (SEE NOTE 3) Z, C2 C3 C4 C5 C1 C2. C3 C4 CS C1 C2 C3 C4 C5 .172 12 10 8 8 12 12 12 12 12 12 10 8 6 6 12 12 12 11 11 12 12 12 12 12 12 12 12 12 12 a 12 5 5 3 3 12 12 12 12 9 9 5 4 5 4 12 12 4 4 12 12 12 12 8 8 4 4 4 12 12 12 12 8 8 4 4 4 4 12 12 12 12 8 8 4 4 4 4 •8 • 1 6 5 4 4 9 7 5 4 4 7 5 4 3 3 12 9 7 6 6 12 9 7 6 6 12 9 7 6 6 ' S 32 .• 4 11 3 9 8 8 6 12 5 12 4 12 3 12 3 12 4 12 3 9 / 7 6 6 7 12 6 12 4 12 3 11 3 11 7 12 6 12 4 12 3 12 3 12 7 12 6 12 4 12 3 12 3 12 E DISTANCE • � AN9 U P TO • • •• • • • • • (WE NOTE 1) 12 ;2 9 10 4 3 3 / 3 12 12 12 12 6 6 5 4 5 4 12 12 7 8 3 3 '12 12 12 12 5 5 4 4 4 4 12 12 12 12 6 5 4 4 4 4 12 12 12 12 6 5 4. 4 4 4 4 3 12 7 4 10 6 3 8 4 / / 8 4 B 4 / 8 8 6 12 6 4 12 5 3 12 4 3 12 6 4 8 5 3 6 8 5 11 6 4 11 6 3 11 6 3 11 11 8 6 6 11 8 6 6 6 7 12 5 12' 4 12 3 12 3 12 7 12 5 12 4 12 3 12 3 12 5 3 3 3 3 9 5 5 5 5 4 8 4 4 4 8 4 4 4 4 5 / / 9 4 4 4 4 4 8 7 4 4 4 4 4 4 4 4 8 4 4 4 4 4 8 4 4 4 4 5 3 12 4 j 12 4,%/12 4 '/ 11 4 l 9 5 4 12 4 3 12 4 3 12 4 3 12 4 3 12 6 / X ' 6 3 12 6 3 12 6 3 12 6 3 12 7 4 12 6 3 12 6 3 12 6 3 12 6 3 12 7 4 12 6 3 12 6 3 12 6 •3 12 6 3 12 12 12 12 3 12 12 12 11 6 12 12 12 5 // 12 12 12 8 4 12 12 12 1 6 12 12 12 10 6 12 12 12 6 3 12 12 12 11 6 12 12 12 4 12 12 12 7 4 12 12 12 10 5 12 12 12 10 5 12 11 9 6 5 12 12 12 9 7 12 10 12 12 8 7 12 12 12 9 7 12 12 12 9 7 9 3 3 12 11 8 6 5 7 6 12 12 9 7 5 4 12 11 8 6 4 12 11 6 4 SPANS UP TO (SEE NOTE 1) CONNECTION TYPE SEE NOTE 3) C1 C2 C3 C4 C5 12 12 11 9 9 12 12 12 12 12 12 12 7 7 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 11 12 12 12 12 12 12 12 12 12 12 12 12 11 10 12 12 11 6 6 12 12 10 5 10 8 6 5 5 12 12 9 7 7 9 7 5 4 4 12 11 8 7 7 12 12 9 7 7 12 12 9 7 6 5 3 3 10 8 6 5 5 5 4 3 .6 4 9 7 6 4 9 7 6 4 4 SPANS UP TO (SEE NOTE 1) CONNECTION TYPE (SEE NOTE 3) C1 C2 C3 C4 C5 12 12 10 9 12 12 12 12 12 12 10 8 7 7 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 10 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 9 7 5 5 5 12 10 8 7 7 8 6 4 4 4 12 10 7 7 12 1 0 8 7 7 12 10 8 7 7 5 3 3 9 7 5 5 4 3 7 6 4 4 4 8 7 5 4 4 8 7 5 4 4 SPANS UP TO (SEE NOTE 1) CONNECTION TYPE (SEE NOTE 3) C1 C2 C3 C4 C5 11 9 9 9 9 12 12 12 12 12 9 7 7 7 7 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 6 6 11 11 6 6 6 6 6 6 10 10 10 10 6 5 5 5 5 9 7 7 7 7 5 4 4 4 8 7 7 7 7 9 7 7 7 7 9 7 7 7 7 3 3 3 3 3 6 5 5 5 5 3 5 4 4 4 4 6 4 4 4 6 4 4 4 4 SEE PAGE 7 FOR ANCHOR NOTES PRODUCT REVISED as complying with the Florida Buiding Code Acceptance No 0 7.o/ Expiration Date 0 '7-ooe By gp Division tu I 8 0 fot 0 es u 1. as houirn PROFESSIONAL NEER R. License No: 0983 2003 sheet 6 of 7 08/21 /2003 05: 51: 45pm Print 1r formation: EXIST. STRUC. • • ; • •• ;4NCj - ICcR SCHEDULE . FASTENER PIAXIAUI FOR VARIOUS DESIGN LOADS AND SPANS EXIST. STRUC. ANCHOR TYPE LOAD MIN. 2" EDGE DISTANCE MIN. 3" EDGE DISTANCE (W) P.S.F. MAX. (SEE NOTE 1) SPANS UP TO 5' -8" (SEE NOTE 1) 5,1 TG: i i8' ihr • : • (irE %M AE 1) • i SQ jYP TO • • Q' -D "i • • "(SEE Nerge 1)•• SPANS UP TO 13' -1" (SEE NOTE 1) SPANS UP TO 5' -8" (SEE NOTE 1) SPANS UP TO 8' -O" (SEE NOTE 1) SPANS UP TO 9' -0" (SEE NOTE 1) SPANS UP TO 13' -1" (SEE NOTE 1) CONNECTION Cl 93 OTE 3 TYPE 3) C4 C5 CONNECTION (SEE C1 C 2 • NOTE C TYPE 3) a. 5 CONNECTION (SEE C D g 2 NOTE C 3 TYPE 3) a C5 CONNECTION C1 (SEE C2 NOTE C3 TYP 3) C4 C5 CONNECTION (SEE C1 C2 TYPE NOTE 3) C3 C4 C5 CONNECTION (SEE C1 C2 NOTE C3 TYPE 3) C4 C5 CONNECTION (SEE C1 C2 NOTE C3 TYPE 3) C4 C5 CONNECTION C1 (SEE C2 NOTE C3 TYPE 3) C4 C5 HOLLOW CONCRETE BLOCK i I 1 1 1 ) ( 1 1 1 1 ) 1 1 1 ) 1 ) 1 1 ) 1 1 1 1 ) 1/4". ITW TAPCON 1 -1/4•• MIN. EMBEDMENT • 12 12 12 7 4 9 9 • •9 • 5 • •3 • 5 48 8 4 5 3 3 3 12 12 12 8 5 10 10 10 6 3 9 9 9 5 3 6 3 3 3 1 1 1 1 1 1 p_ W/ 57.0 0 10 10 5 3 7 7 7 4 4 6 5 5; 4 AI ' ,/ 11 11 11 6 4 8 8 8 4 , A 7 5 6 4 5 AO A 3 73.0 7 7 7 4' 5 3 3 3' 4 E"' 4 �' � ' 8 8 8 5 3 6 3 3 3 5 r 3� , , 5 " 3 ' 105.0 5 AWACW ��� 'V' 4 i , 're 4 ours 6 3 3 ► ' 3 ' 5 r 3' 5 " 3 ' 170.0 4 // „ 121101 "' 4' "' 4 " rid �'��" 3 ' 5 ' S 3 ' 5 " 3 * 1/4•'o POWERS W/ 7/8" STEEL MACHINE - IN SCREW 45.0 12 12 12 7 5 11 11 11 10 r r 4 7 12 12 12 12 7 12 12 12 8 5 12 12 12 7 8 5 57.0 12 12 12 6 4 9 9 9 8 3 S pp, 12 12 12 9 5 11 11 11 6 4 10 8 9 5 7 pp 4 73.0 10 10 10 4 3 7 4 3 / 6 ' 3 / 5 EiN2 - f" 12 12 7 4 9 5 4 5 3 8 3 3 4 ` 7 4 CALK EMBEDMENT 105.0 7 3 3 3 MIENVA 5 " 5 'w % 8 4 4 5 3 7 4 7 4 ' 7 , CI ' '. 170.0 5 !�"M "' 5 "" 5 NM ME 4 ' 7 " 4 ' 7 " 4' 45.0 12 12. 12 7 4 8 8 8 5 7 7 4% 5 ;� % 12 12 12 9 5 9 9 9 8 5 6 9N 3 3 i 57.0 9 9 9 6 3 6 r 6 6 4 pi 6 4 3 / 4 / 10 10 10 7 4 7 7 7 Elp 6 6 5 6 6 4. 4 Q a j 1/4 "m POWERS C NAIL - N 1 -1/8" MIN. EMBEDMENT 73.0 7 7 7 4' 5 3 3 re 4 " " L. "�" 8 8 8 5 3 6 3 3 4' 5" 3' 4" 3' 105.0 5 /�'WA"' 4 " " 4 'M " WA 3 '. 4 %%' 3 '4 4 " _ 3 VA 170.0 4 /irOI�i' ©' 4 "©I'iMi "'��� ,i' 3 ' 4 ME 3' 4 Mil * 11I1` „ 11u1„1\\111\'\ : * I�� , ,. 1/4". ELCO MALE/ F1 4 M N. EMBEDMENT & 1/4-20 SCREW WITH MACHINE NUT 45.0 12 12 12 9 12 12 12 6 11 11 11 5 = ; 12 12 12 10 6 12 12 12 7 4 12 12 12 6 4 8 1. 57.0 12 12 12 7 10 10 10 5 9 7 8 4 pp 12 12 12 8 5 10 10 10 5 3 9 7 8 5 3 6 pip 3 73.0 11 11 11 5 8 4 4 3 4 7 3 3 3 4 eij / 12 12 12 6 4 8 4 4 4 ' 7 3 3 4 '� 6 "� 3 ' 105.0 8 4 4 3'�' 3' 6 ;' 3' 6 � 'e'a " 3' 6 " 3' 6 " 3 170.0 6 /'� "� 3' 6 " 3' 6 ME ©'�����" 3' 6 ' 3 ' 6 " 3 reN 45.0 12 12 12 10 'S 11 11 11 7 10 r 6 7 4 rp 12 12 12 12 7 12 12 12 9 5 12 12 12 8 8 9 5 i °110111111111 "�"�"" 57.0 12 12 12 8 4 9 9 9 5 8 5 5 3 12 12 12 10 5 11 11 11 7 4 10 8 9 6 78 4 i �" " " " " " " " " " " " "' 7 3.0 10 10 10 6 3 7 4 3 4 6 3 5 3 12 12 12 7 4 8 5 4 5 3 7 3 3 4 7 4 HEX - FLANGE TAPCON/ HEX 1 1/o EMBED 105:0 7 3 3 4 DimE 3 A 5 "� 3' 5 " �/ 3 ' � �� � " 4 ' 7 " 4 ' 7 an ' ' 170.0 5 A�'�' 3' 5 KW= 5 �J/ 3 I " 4 ' 7 ". 4 ' 7 IOW, 4 45.0 12 12 12 10 5 11 11 7 10 1 I 6 7 % 12 12 12 12 7 12 12 9 5 12 12 12 8 8 5 57.0 12 12 12 8 4 9 9 5 8 S 5 12 12 12 10 5 11 11 7 4 10 8 9 6 7 ,p 4 A 1/4 "0 ELCO CRETE Ft W/ 1 - 1/4" MIN. EMBEDMENT 73.0 10 10 10 6 3 7 4 4 A 6 4 A 3 , 5 �/ / 12 12 12 7 4 8 5 5 3 7 3 3 4 A 7 AA 4 105.0 7 3 3 4'.�" 3 5 E 3' 5 " 3 8 4 /ArAWAU" 4 5 3 7 " 4' 4 ' 7'X 4 7" 7 "i 4 7 „ 4 ' s 4' 170.0 5 , 111'ieV, 3 5 nu 3' 5 M' 3 ' • ••• • • • ••• •• •• • • • ••_• 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, 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 REFERENCE ANCHOR SCHEDULE FOR ANCHO E BASED O FRAMING. 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. VAR FR FY F AS T F F D F PS A FRAMING A00D, CONDITIONS Wf1l0FRAMIINf; 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. 3/4" EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMING. WOOD STUD SHALL BE "SOUTHERN PINE" G =0.55 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 (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. 11. FOR BUILD -OUT MOUNT SECTION OD ANCHOR SPACING SHALL NOT EXCEED 8 -1/2" O.C. 12. FOR BUILD -OUT MOUNT SECTION U ANCHOR SPACING SHALL NOT EXCEED 6" O.C. PRODUCT REVISED as complying with the Florida Balding Code Acceptance No 0 Expiration Date D By Mi . mi D VJ. KNEZEVICH PROFESSIONAL ' 1NEER FL license 10983 M 0 m N N O N N CO 0 O 0 {date 10/17/2002 scale AS N (design by ( V JK dravrn'by MCP (checked byl t VJK) drawing no. 03 -814 sheet 7 of 7 08/21 /2003 05:51:58pm