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344 NE 102 St (12)IMPORTANT Final Installation and Painting Instructions FOR NEW CONSTRUCTION DOORS WW1 war trim PUNS . I ll tuna � ANCHO4 SCREWS H Ir. Net lest ol tap Mans, tee one mares near In R+. Jamb lee al Ine welds and team Wows as levant To maws" a 70 netts to ramp, afatallson attune bur mows s remind • TMs J>a:aey entry door nos a boom spied prow: kavns inane Darer* is not noonensnded • � T a pent wipe ft my any dust ardeans. • Liam aim paint anion rant the mode of yens door win a nary mina Yea lever . e no India. won • nary mot peat • TI* aonsa.le door mataom. IrrAdrm dime M vet wow vent we tan* mud be parrot 00 NOT PAINT WEATHERIMIN C A U T 1 O H • Oo not rats pares containing iamad of Maw s alkyd Owed .orrnrw Do MI Oe and do roll doom Ow wad plena is dry pee Dere rrenuecwmat er aNde l re on mimeo & r* rant. • Da not use dark colored pare areaor a aloft dome*, an airy door sir nes matte d.mrs.e «smear vet Sun moose an avian dessert net taalbup Nunn inns Anon we ern. Fillta tto fbMow proper Omamlatlwl bsbtrdtlone and/or t lM a to petit doer, o*sek rr him. daodretfve hie and /aeib wttsii s5 daps a inishe Won seta vdd m.nenel. STANLEY DOOR SYSTEMS Try IN Pan No. NIT1 2a2K11 Oat B. Np Stanley Door Systems limilM 'Dray, Mkhlaan i Somn••a•• wows n Tonle. too or vs. W r on. Trl off Aft a tan. ran rw mow lea rem to ran Swat as N. O'ae/a1 •la moi One as a ran N rem. 251271 r NOTICE IP MS 0008 NI GLAZED M ANY WAY. THE FIRE RAMO SPEC IS NO LONOER VALD. Stanley Door Systems Troy, Michigan o Southwest Research Institute 20 Minute Rated Wood Frame Team ° 1 San Antonio, Te Far use in wood, steel stud and masonry In NER QA-409 walls. Men be used with fire rated door w SWRI Reference No 92038-03 and hardware. 1 d0 I IMFS L86S0 •orl rN IMVala STA -TRU THRESHOLD 'SWING-IN' STA-TRU WEATHERSTRIP: HEADER. MAT'L.: MAGNETIC W /VINYL JACKET. JAMB. HEADER 4-9/16' MAT'L: PONDEROSA PINE OR EOUIVALENT. 82.875' BRICKMOLD (OPTIONAL) HEAOER: 1-1/4' X 2.0' NAT'L: PONDEROSA PINE OR EOUIVALENT. WEATHER - STRIP: HEADER SECTION B - B CAULK. LATEX. EXTERIOR JOINTS AND UNDER THRESHOLD. WEATHERSTRIP. HINGE REF. SEAL -HINGE MAT'L: EPOM FOAM W/ SELF ADHESIVE BACKING CAULK. LATEX. EXTERIOR JOINTS AND UNDER THRESHOLD. SEAL -LATCH MAT'L.: EPOM FOAM STA -TRU THRESHOLD OPTIONAL SWING -OUT' STA -TRU THRESHOLD OPTIONAL 'SWING -OUT' BOTTOM SEEP NAT'L: DUAL O mIETER VINYL. THRESHOLD MAT'L: ALUMINJM W/ THERMAL BREAK. WEATHERSTRIP. LATCH REF. - SEAL-LATCH NAT'L.: EPDM FOAM STA -TRU THRESHOLD 'SWING -IN' WEATHERSTRIP. LATCH. REF. SLAB - ENTRY 000R: STA -TRU: 1-11 /16' THICK. .021 STEEL. SKINS. 1.219 WIDTH OF WOOD ON PERIMETER X 1.640 THICK. (STILES AND RAIL). 2 -3/4' X 12.00' LOCKBLOCK. SKINS FASTENED TO STILES AND RAILS WITH NEOPRENE BASE CONTACT ADHESIVE. CORE IS POLYURETHANE FILLED SLAB SIZES: 2/6X6/8 - 29.75' 2/8X6/8 - 31.75' 2/10X6/8 - 33.75' 3 /0X6/8 - 35.75' DEACBOLT 1- SC LAGS 100 SERIES. 1' THROW � OR y � E �� QU � IVALENNT � . U �/�� L\ � - S. 0 "AL E 'A' SERIES 2 -3/4' BAQSET 1/2' LATCH THROW ON EOUIVALENT. MOUNT STRIKE PLATES W /08 X 2 -1/2' SCREWS. WEATHERSTRIP. HINGE REF. SEAL-H1NGE MAT'L: EPOM FOAM W /SELF ADHESIVE BACKING CAULK. LATEX. EXTERIOR JOINTS AND UNDER THRESHOLD 6,- SLIDE ( REWIR ) MOUNT WITH (3) s7 X 1 INTO T AND BOTTOM RAIL. M JMT STRIKER WITH (2j i8 X 2 -1 /r SCRE11, MOUNTING 08 k 3'. (8) REO'D. (SUPPLIED BY OTHER) 'FOR CADE COUNTY APPROVAL SEE SPECIAL MOUNTING INSTR- UCTIONS'. BOTTOM SWEEP BRICKMOL CAULK. LATEX. EXTERIOR JOINTS AND UNDER THRESHOLD. X 79.00' X 79.00' X 79.00' X 79.00'. JAMB. LATCH (SEE HEADER) WEATHERSTRIP: LATCH 5.500 1 34.750 2.250 26.000 28.000 NAT'L.: DUAL DUIRONE TER VINYL. CAlll(ED KEW MOUNTED AND STAPLED.W /t4) 1/2' X 1/2' STAPLES. DO NOT SCALE THIS DRAWING TDLI nNL>:.s IN FRACTIONS 3 STA -TRU WEATHERSTRIP: LATCH. NAT'L.: MAGNETIC W /VINYL JACKET. A 'q01 2/6 - 31.500 2/8 - 33.500 2/10 - 35.500 3/0 = 37.500 SECTION A - A FRAME I.D. LABEL ON HEADER. FLUSH SEAL-LATCH 2/6 - 35.500 2/8 - 37.500 2/10 - 39.500 3/0 - 41.500 B EMBOSSED f 1 15/16' I TYP. STA -TRU WEATHERSTRIP: HINGE. MAT'L.: VINYL COMPRESSION. NOTE : ALL EXTERIOR JOINTS TO BE CAULKED. JAMB. HINGE (SEE HEADER) WEATHERSTRIP: HINGE I L-HINGE 2.000 2.000 ICKMOLD 2.000 `2.000 DOOR I.D. LABEL ON EDGE OF DOOR. 1/64.0ECIMALS a.015.ANGLES :1 UNLESS OTHDtWISE SPECIFIED. ACTUAL PROOUCT MEETS OR EXCEEDS PRODUCT NOTICE OF ACCEPTANCE THROUGH THE USE OF MATERIALS AT OR GREATER THAN THOSE TESTED. APPROVAL !D STANLEY DOOR SYSTEMS •""� ^'^'� STA-TRU: P/H ENTRY DOOR W/0-80LT t SURFACE BOLTS RECOMPEN1EED ASS' Y t INSTALLATION INSTRUCT1 P6 OF PIH INIT. 05997 REVISIONS CESCi1PTIIN RELEASED HINGE 4' X 4' .088' STEEL W/ 234' DIA. SItkL PIN. (3) REO'D. ATACHMENT SCREWS: TO DOOR: (12)09 X 1.0' STEEL FLAT HEAD SCREWS. TO JAMB: ( 8)09 X 5/8' AND 4 09 X 2-1/4 STEEL T HEAD SCREWS. UNIFORM STATIC AIR PRESSURE- POSITIVE SFBC PA 202 -94 UNIFORM STATIC AIR PRESSURE- NEGITIVE SFBC PA 202-94 WATER RESISTANCE ASTM E547/E331 TEST DADE COUNTY DIVISION OP M RAN-ICY WORKS TROY. NICRIORN PRODUCT ENGINEERING AS NOTED • •l EPR 80.0 105.0 6. 50 TUT LOAD PSF •53.3 -70.0 •43.3 DIMON LOAD PIP • OMx. DESIGN LOAD t 72 ply') HEADER MOUNT DETAIL SCALE • 3' - 1' -0 , 2' x 1/8' 6063 -T6 COO. ALUt TUBE 1/4'1 RAVL CALK -D4 W/ 7/8' NIL EMBED. IN CONC. IR HD.LOV BLDU( a 6' Im m TERN Irj PANEL 2 1/4' MAX — m ITDt4 PANEL g 1 • rxrx 093' STUDDED 114 Ga1.E 1/49 NACI@E BOLT 8 6' O.C. rQTF, THIS TOP OR ImT�D4Y AT O PANEL OWL DESI(RT4 LOAD * 72 PSF) x r Yl 1/e' 6063 -T6 ALIIt Ttlx x vi stairs' D4 ec c. OR IO . DN BLOCK 2' x 2' ALUM. TUBE BUILD -OUT SCALE 3' O B ANGLE TO 'U' HEADER BUILD -OUT SCALE 3' • 2' x2'x.093' STUDDED ANGLE 1/4' -20 STUD 1. WING NUT, PANEL TO ANGLE CO.ECTI04 1 6 0.C. OIAX. DESIGN LOAD t 72 PSF) EXISTING C.B.S. 5/16'0 CALK -04 1 3 -1/8' O V/ 1 HDt EMBED. IN CONC. OR FaLOV BLOCK V/ 3 -3/4' IIL EDGE DIST. r x 2'x .093' STUDDED ANGLE tamp THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PAWL. (MAX DESR84 LOAD t 72 PST) r x11'x1/4'x t' - 6063 -T6 ALLJt ANGLE 1" x 1/8' PURL SNDI OWL DESIGN LOAD 2 72 PS1) ASSEMBLY MOUNT ALT. LEG DIRECTION STORM PANEL 0. 812 SIC z t12'DL. 2' x 3' x 1/4' x0' -6' 6063 - ALUI ANGLE OR TVIHr x 3' x I/O' x 6063 - T6 AUK ANGLES (TYP. TOP O. BOTTOt0 TVO'•1/4'O TIRO BOLTS O STORM PANEL SUPPORT BEAM SCALE 3' • 1'-0 1/4' -20 STUD 'P V/ WING NUT e 6. O.C. TO PANEL ANGLZ CONNECTION STUDDED STODI PANEL 1/4'-20 STUD V/ NUT 1 6' O(. MW TO ANGLE 1/4 RAVL CALK - 1 5' O.C. W/7/8' MD4. EMBED. D4 CONC. 2' x 7'x U -0' MAX T, 013'. Tx -0.035' 6063 -T6 ALLK LAP BEAM SCALE 1 -1/2' = 1'-O' 1/4'0 RAVL CALK -D4 e 12' O.C. V/ 7/8' MIK EMBED. INTO CONCRETE 1/4'0 THNRU BOLT ! 12' OLC. ANGLE TO ANGLE CORECTID4 SCALE • 3' - V4' -20 STUD 3/1r0 ASTENING PNE L STUD N ANGLE ASSEMBLY 1,4+Q SCALE 1 -1/2' • r-0' PUNCH HOLES IN ADJACENT PANELS TD RECEIVE THIS BOLT PLACE PANEL OVER EACH ADJACENT PANEL AND FASTEN VIH ONUTS FROM THE INSIDE 1/4'0 DROP - NCNOt ! 8 D.C. eu V/ 1' MIR EMBED. IN CDC. ALT. ASSEMBLY MOUNT SCALE 1 -1/2' - r-0' STORM PANEL INTERIOR FASTENING DETAIL m e g —L 2' x 2' x.093' STUDDED ANGLE 1/4' -20 STUD L VOVG NUT �J 1/8 PANEL TO ANGLE 2' XM1( ' CCONNECTDON 1 6063 --1 ANGLE V4' - 20 STUD V/ NUT a 6' 0.C. 2' xrxA93' STUD ANGLE APPROVED AS COMPLYING WfTH THE SOUTH FLORIDA BUILDING CODE U THIS DETAIL PN Tf •► Ufa 1 996 dY / • OHAX. DESIGN LOAD t 72 PSF) PRODUCT :.TROL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO,9S- 6 STORM PANEL BUILD -OUT 51 I by !dream 00 " 1 droving no. 95 -333 sheet 6 of 6 (TYP) .090' DIRECT�4 O 0 OPTIONAL ANGLE SCALE ' 1/4' L 04AX. DESIGN LOAD t 72 PST) 9 TYPICAL ELEVATION FOR INSTALLATIONS BELDV 30' ABOVE GRADE V/ PANELS SPANS OF 101' OR LESS. V/ SEPARATION FROM GLASS OF 2' OR 'MORE, SUT LESS THAN 23' tt_ 469' ____ dLEG OPTIDNAL VIDTH UNLDQTED 4PERP. TO PANEL SPAN) SECTIO4 STORM PANEL SCALE 1 1/4' - TOP MOUNT. ,RAN VIEW BOTTOM MOUNT. WINGNUT SCALE 1 HALF SIZE 1' x 1' TUBE i FASTENERS CM PLAN VIEV 1 NOTE 8) O 'h' HEADER SCALE 8 1/4' - WIDTH UI&DOTED 2 a a p 1 UNCAP TO PANEL SPAR SECTm4 r 10 TYPICAL ELEVATION FOR ALL INSTALLATIONS SEE TABLE 2. PAGE 3 OF 4, FOR REQUIRED SEPARATION FROM GLASS. PLAN VIEW SCALE' E -1/2' = O 'U' HEADER SCALE 1 1/4' • D' -1' TOP MOtl1(T. OVERLAP FASTENERS (SEE PLAN VIEW 1 NOTE 8) BOTTOM PCUNT. R 2SO' zziacti 1' OVERLAP AL ANGLE CLOSURE PIECE. 1' x 2' x .125' MIN. TO 2' x 5' x .125' MAX. 1P5 TYP. I' x 1' x 16 GA STEEL TUBE TYP. (OPTIONAL) SEE NOTE 8 1 TYPICAL ELEVATION. O 4 ANGLE SCALE ' 1/4' = 0' - EXISTING STRUCTURE 093' TYP. 1 ANGLE SCALE ' 1/4' . 0' -I' 1. THIS SHUTTER SYSTEM IS DESIGNED IN ACCORDANCE VITH THE SOUTH FLORIDA BUILDING CODE, 1994 EDITION. AND THE 1994 BROVARD COUNTY EDITION. 2. POSITIVE AND NEGATIVE DESIGN PRESSURE CALCULATIONS SHALL BE PERFORMED IN ACCORDANCE WITH ASCE 7 -88 'MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES'. 3. STORM PANELS SHALL BE 20 GAUGE STEEL (t . .035') CONFORMING TO ASTM A446. STRUCTURAL QUALITY. GRADE D. VITH A MIN. Fy 50 KSI, GALVANIZED IN IN ACCORDMEE WITH ASTM G90. ALUMINUM EXTRUSIONS SWILL BE 6063 -16., U.O.N. 4. PRODUCT MARKINGS SWILL BE WITHIN 12 OF OE END OF THE PANEL VITH A MIN OF ONE NARKING PER. PANEL AND SHALL BE LABELED AS FOLLOWS. SOUTHERN ALUMINUM MANUFACTURING FT. LAUDERDALE, FL. DADE COUNTY PROD. APPRD. 5. ALL BOLTS AHD WASHERS SHALL BE GALVANIZED OR STAINLESS STEEL VITH A MINIMJM Fy = 33 KSI. 6. MATERIAL SPECIFICATIONS NOTED HEREIN ARE THE MANJFACTURER'S REPRESENTATION OF MATERIALS TO BE USED IN PRODUCT TESTING. 7. TOP 1 BOTTOM DETAILS SHOWN MAY BE INTERCHANGED AS FIELD CONDITIONS DICTATE. PANELS WAY BE MOUNTED HNORIZO(TALLY WHERE APPLICABLE. 8. PANELS UTILIZING A STEEL TUBE SMALL BE FASTENED AT OVERLAPS AT MIDSPAN TO A I' x 1' x 16 GAGE STEEL TUBE USING 1/4-20 x 3-1 /2' BOLTS V/ 61E CAST AJJMINJH VASHERED VINGNUTS OR JACKNUTS, (SEE TYPICAL ELEVATION 8 ). PANELS NOT UTILIZING STEEL TUBE SHALL BE FASTENED AT MIDSPAN V/ 1/4-20 x 1' BOLTS VITH DIE CAST ALUMINUM VASNERED VINGNUTS OR .MCKNUTS (SEE TYPICAL ELEVATION ). FOR PANEL SPANS LESS THAN 33' OVERLAP FASTENERS 4. TUBE ARE NOT REQUI D. 9. THE DETAILS AND SPECIFICATIOS SHOWN HEREIN REPRESENT THE PRODUCTS PROPOSED FOR IMPACT, CYCLIC AND UNIFORM STATIC AIR PRESSURE TESTING IN CONFORMANCE WITH DADE COUNTY PROTOCOLS PA 201.202. AND 203. DESIGN BASED ON WTI TEST REPENT 4 FETI 94 - 312a. HETI 94 - 317, FEY! 95 - 401x. CTC 95-021 AND CTC 95 -031. 10. AT LEAST ONE YARNING 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 VILL NOT OFFER HURRICANE PROTECTION UNLESS ALL REINFORCING BUTS ARE PROPERLY INSTALLED. SHEAR FASTENER 2 24' 0.C. SEE ANCHOR SCIEDULE FOR ANY ACCEPTABLE ANCHOR A93' Tl?. STUDDED ANGLE SCALE • 1/4' • 0' - 1' APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DAT :��...:�:� 199 BY ' '��//.1,1,1,7T�'� PRODUC :TOOL DIV :S.ON BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO 95 - b1 13J)2. 0 O (U C 0 a 0 c) J WLA- Q J CU ao eu Z Q� Gu) H 0 :.1 Ur v 2. N 4- 4J u A i N Ailey PE �y { date 6-111-15 IKOIe AS NOM , drawn by 1v. Mal drawing w. 95 -333 r' I tx 1 KNEZEVICH & ASSOCIATES, INC. ENGINEERS, PLANNERS I PRODUCT TESTING 641 MOKENA DRIVE MIAMI SPRINGS, rIORID0. 33166 PHONE (305) 883 -9571 COPYRIGHT 1995 KNEZEVICH L ASSOCIATES, INC. 20 GA. STEEL STORM PANEL SOUTHERN ALUMINUM MFG. 1650 N.V. 23 AVE. FT. LAUDERDALE, FL. 33311 (305) 730 -0102 J description GENERAL REV1 = COUNTY COMMENTS COUNTY CEMENTS COUNTY CONVENTS c ` n I' die drown no. 95 -333 CLASS OR MICR EXISTING STRLCTIJRE SEE OWL SEPARATION FRON GLASS 1EDULE ANGLE TO VALL DETAIL ®crr1T. WALL MOUNT SECTION A SCALE • 3' = 1' -0' ANGLE TO WALL DETAIL TENSI0 FASTENER (SEE A CIOR TCNEDU D rm. TIP s. Dor1O( EXISTING STRUCTURE PANEL TO ANGLE DETAIL O WALL MOUNT SECTION SCALE 1 3' a 1' -D' PANEL TO ANGLE DETAIL GLASS DR DOOR ® CEILING /INSIDE MOUNT SECTION SCALE 3' = 1'-0' SEE MIN. SEPARATION FROI GLASS SOED(IL.E 2' x 6' P.T. WOOD CONT. CONT. 1/4•6 x 1 -3/4' SS LAG e 1r at V/ 1 -1/r PENETRATION ONTO VOID 2 - 1/4'6 x 4 - 1/r S.S. LAG SCREW ! 24' ILL NAIL V/ 1 POETRATER DI CENTER W STUDS !EC/E.L. THIS DETAIL NAT BE USED AT TOP OR BQTTON OF PANELS. NOTE. USE DF THIS DETAIL IS LIMITED TO t 72 PSF. WALL MOUNT SECTION (BOTTOM) ® SCALE 3' = 1' -O' EXISTING STRUCTURE GLASS DR DOOR SEE KM SEPARATION FROM GLASS SCHEDULE GLASS OR DOOIR EXISTING STRUCTURE ® WALL MOUNT SECTION (DIRECT MOUNT) SCALE • 3' = 1'-0' • SIDE CLOSURE RED'S. (SEE PLAN VIEW) \••::/ BUILD —OUT MOUNT SECTION SCALE 3' = 1' -0' TENSD34 FASTENER - USE RAVL CALX-IN ER ELCO HANGERNATE. OR VOID BUSHING TENSION FASTENER AT 6' QC. (SEE ANCHOR SCHEDULE FOR ANCHOR SPECS). DO NOT USE WHERE SCHEDULE SPACING IS LESS THAN 6'. APPROVED AS COMPLYING WITH THE S3IITH FLORIDA BUILDING CODE �y DATE• L1�FN . ��� i °q . PRCDUC' -eO lROi DIV•SION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO.7.5 _(J I13 .8a i SEC STORM PANEL SCWOULE STORM PANEL SCHEDULE NEGATIVE DESIGN LOAD W (PSF) N FOR ALL MOUNTING CONDITID N FOR STUD ANGLE MOUNTS AND DIRECT MOUNTS (TOP & BOTTOM) L min. (FT -IN) L min. (FT -IN) 40.0 11 - 4 11 - 4 50.0 11 - 4 11 - 4 55.0 11-0 11 -4 60.0 10 - 1 10 - 11 70.0 8 -7 10- 1 80.0 7 -6 9-5 90.0 6 - 8 8 - 11 100.0 6 - 0 8 - 5 110.0 5 - 6 8 - 0 120.0 5- 0 7 -8 130.0 4 -7 7 -5 140.0 4 - 3 7 - 1 150.0 4 -0 6-10 160.0 3 -9 6 -8 170.0 3 -6 6-5 180.0 3 -4 6 -3 190.0 3 -2 6- 1 200.0 3 - 0 5 - 11 210.0 2 - 10 5 - 10 220.0 2 -9 5-8 230.0 2 -7 5 -5 MIN. SEPARATION FROM GLASS SCHEDULE POSITIVE DESIGN <PSF) ACTUAL SHUTTER SPAN (U> ULOAD(V) (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 -5/8 11 - 4 N.A. 2-1/2 2-1/2 50.0 5- 0 2 2 -1/2 1 -1/4 8- 5 2 2 -1/2 1 -5/8 11 - 4 N.A. 2 -7/8 2 -7/8 60.0 5- 0 2 2 -1/2 1 -1/4 8- 5 2 2 -1/2 1 -3/4 10 - 11 N.A. 2 -7/8 2 -7/8 70.0 5- 0 2 2 -1/2 1 -1/4 8- 5 2 2 -1/2 1 -7/8 10 - 1 N.A. 2-5/8 2 -5/8 80.0 4 - 0 2 2-1/2 1-1/4 8- 5 2 2 -1/2 2 9 - 5 N.A. 2 -1/2 2 -1/2 90.0 4- 0 2 2 -1/2 1 -1/4 8- 5 2 2 -1/2 1 -3/8 9 - 5 N.A. 2 -1/2 2 -1/4 100.0 4- 0 2 2 -1/2 1 -1/4 6 - 0 2 2-1/2 1 -3/8 8- 5 2 -1/4 2 -1/2 2 -1/4 110.0 4 - 0 2 2-1/2 1-1/4 6- 0 2 2 -1/2 1 -1/2 8- 0 2 -1/8 2 -1/2 2 -1/8 120.0 4 0 2 2 -1/2 1 -1/4 6- 0 2 2 -1/2 1 -1/2 7- 8 2 2 -1/2 2 GLASS OR NEP EXISTING STRUCTURE 0 T A L E 1 SEE NOJI SEPARATISM MN GLASS =ELL SCALE 3' = 1 -0' TENSION FASTENER CSEE ANCHOR SC1E'DIILD V4 -20 MACHINE VOLT L WINGNIJT e 6' O.C. • SIDE CLOSURE REQ'D. SEE PLAN VIEW) ____ - TNIS DETAIL MAY BE USED AT TOP OR EQTT1]N OF PANELS. - HEADERS ®L CANNOT BE USED IN t WINAT ON VITN THIS DETAIL. ALT. BUILD -OUT MOUNT SECTION mmr, , THIS DETAIL MAY DE USED AT TOP OR BOTTOM IF PANELS. a WALL MOUNT DETAIL SCALE 3' = 1 -0 T A B L E 2 AF ROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE AT :N �199w. 2 f PROOU!.. ,:TRCL 0 :VIS:GN EU+LEPNC CODE COMPLIANCE OFFICE cCEPrM' +CE N095 =611 .Qz FL Lc PE SCOW AS MOTHS (Osman by 1 v.x Q 6 d d N 2 g a E c .1" ei PA`IFESS ' A ENGINEER droving no. drawn by 1V. HILL rnfic `rd by L v.x ANCHOR NOTES' L ENTER TABLE USING NEGATIVE DESIGN LOAD M AND SPAN a.) FOR SPECIFIC OPENING. 2. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES WALL FINISH OR STUCCO. 3. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING, FASTENER SHALL BE LOCATED IN CENTER OF WOOD STUD. 4. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS RECOMENDATIONS. APPROVE:: rS COMPLYING WITH THE SOUTH FLORIDA P..0 ;LDING CODE DATE: ► • _.� 19 BY PRODUCT uNiROL DIV SIGN BUILDiNGG CODE COMPLIANCE OFFICE ACCEFT.1UCE NO cis-en 13. 6?._ 2 a 1 scow mown] 1 ° '"'":3, 4-9-95 cram by ..V. HILL ( checked by Vx diN wp so. I 95 -333 FASTENER ANCHOR SCHEDULE 3' EDGE DISTANCE spa / SPACING REQUIRED FOR VARIOUS DESIGN LOADS CINCHES) EXISTING STRUCTURE CONCRETE ANCHOR DESCRIPTION 1/4'0 ITV TAPCON V/ 1 -1/8' MIN. EMBEDMENT 1/4'0 RAVL STEEL DROP -IN V/ 1' MIN. EMBEDMENT 1/4'0 RAWL ZAMAC NAIL -IN W/ 1 -1/8' MIN. EMBEDMENT 1/4'0 RAVL CALK -IN W/ 1 -1/8' MIN. EMBEDMENT 1/4 SLEEVE ITV RED -HEAD ANCHOR V/ 1 -1 1// B' ' MIN. EMBEDMENT 14 ATE 1 /4•'e 0 S..S. S. MACH N E S S / Y/ 1 -1/4' MIN. EMBEDMENT LDAI (V) SPAN tU 72 PSF MAX. 156 PSF MAX. 230 PSF MAX. 72 PSF MAX. 156 PSF MAX. 230 PSF MAX. 72 PSF MAX. 156 PSF MAX. 230 PSF MAX. 72 PSF MAX. 156 PSF MAX. 230 PSF MAX. 72 PSF MAX. 156 PSF MAX. 230 PSF MAX. 72 PSF MAX. 156 PSF MAX. 230 PSF MAX. 5' -8' MAX 12 7 10 5 7 12 12 12 12 12 8 12 6 10 4 6 12 12 12 10 8 12 12 9 10 6 6 6 - 5 - B' -5• MAX. 11 12 5 7 3 5 8 10 5 9 12 4 6 3 4 7 10 8 7 5 12 12 6 7 72 PSF MAX. 6 - 5 - X 11'-4' 11RX. 11 4 5 _ 3 7 7 U 3 5 / 12 12 7 6 5 4 9 11 4 5 3 6 5 -8' NAX 8 11 3 5 EXISTING STRUCTURE HOLLOW BLOCK WOOD ANCHOR DESCRIPTION 1/4'0 ITV TAPCON V/ 1 -1/8' MIN. EMBEDMENT 1/4'0 RAWL ZAMAC NAIL -IN V/ 1 -1/8' MIN. EMBEDMENT 1/4'0 RAVL CALK -IN V/ 1-1/8' MIN. EMBEDMENT 1/4 SLEEVE ITV RED -HEAD ANCHOR W/ 1 -11// 8' ' MIN. EMBEDMENT 1/4'0 WOOD LAG SCREV W/ 1 -7/8' MIN. EMBEDMENT /4'6 M CH R/ 1/4 S.SS. . EINING BE SCREW V/ 5/8' MINN. . EMBEDMENT LW 01) Spy q) 72 PSF MAX. 156 PSF MAX. 230 PSF MAX. 72 PSF MAX. 156 PSF MAX. 230 PSF MAX. 72 PSF MAX. 156 PSF MAX. 230 PSF MAX. 72 PSF MAX. 156 PSF MAX. 230 PSF MAX. 72 PSF MAX. 156 PSF MAX. 230 PSF MAX. 72 PSF MAX. 156 PSF MAX. 230 PSF MAX. 5'-8' MAX 9 12 4 7 - 4 8 12 - 6 12 12 6 9 4 6 12 12 7 9 12 ...11111 6 4 3 ..14 4 6 5 3 3 4 2.5 3 ppporr-ppr: 4 4 B -5' H11Uf 6 10 r .' 5 12 - 6 ' 12 6 4 2.5 11 12 5 6 w-4* MX. 4 3 - 4 9 4 •PrOjr72 9 3 4 - 8 10 4 4 ANCHOR NOTES' L ENTER TABLE USING NEGATIVE DESIGN LOAD M AND SPAN a.) FOR SPECIFIC OPENING. 2. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES WALL FINISH OR STUCCO. 3. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING, FASTENER SHALL BE LOCATED IN CENTER OF WOOD STUD. 4. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS RECOMENDATIONS. APPROVE:: rS COMPLYING WITH THE SOUTH FLORIDA P..0 ;LDING CODE DATE: ► • _.� 19 BY PRODUCT uNiROL DIV SIGN BUILDiNGG CODE COMPLIANCE OFFICE ACCEFT.1UCE NO cis-en 13. 6?._ 2 a 1 scow mown] 1 ° '"'":3, 4-9-95 cram by ..V. HILL ( checked by Vx diN wp so. I 95 -333 FASTENER ANCHOR SCHEDULE 2' EDGE DISTANCE spa / zH� SPACING REQUIRED FOR VARIOUS DESIGN LOADS (INCHES) EXISTING STRUCTURE CONCRETE ANOO R DESCRIPTION 1/4'0 ITV TAPCON V/ 1-1/8' MIN. EMBEDMENT 1/4'0 RAVL STEEL DROP -IN V/ 1' MIN. EMBEDMENT 1/4'0 RAVL ZAMAC NAIL -IN V/ 1 -1/8' MIN. EMBEDMENT 1/4'0 RAVL CALK -IN Y/ 1 -1/8' MIN. EMBEDMENT 1 / ITV AD SLEEVE ANCHOR HEAD SL Y/ 1-1/8' MIN. EMBEDMENT 4 ELCO MA/ 1//4 '0 0 S.S. MACCHINE HINE S SCRREV W/ 1-1/4' MIN. EMBEDMENT mom SPAN to 72 PSF MAX. 156 PSF MAX. 230 PSF MAX. 72 PSF MAX. 156 PSF MAX. 230 PSF MAX. 72 PSF MAX. 156 PSF MAX. 230 PSF MAX. 72 PSF MAX. 156 PSF MAX. 230 PSF MAX. 72 PSF MAX. 156 PSF MAX. 230 PSF MAX. 72 PSF MAX. 156 PSF MAX. 230 PSF MAX. 5, -8, MAX i2 iz 12 8'-5' .IIAX 8 10 , © 1 2 � ® 11 0.1_4011,1dsi © ©,, 4 3 - PliglIPMEMESPZIPMFAIPIUMIEMP EXISTING STRUCTURE HOLLOW BLOCK WOOD AND DESCRIPTION 1/4'0 ITV TAPCON V/ 1-1/8' MIN. EMBEDMENT 1/4'0 RAWL ZAMAC NAIL -IN W/ 1 -1/8' MIN. EMBEDMENT 1/4'0 RAVL CALK -IN V/ 1-1/8' MIN. EMBEDMENT 1/4 SLEEVE ITV RED -HEAD SL ANCHOR V/ 1 -1 /8' MIN. EMBEDMENT 1/4'0 WOOD LAG SCREV W/ 1 -7/8' MIN. EMBEDMENT /4'6'0 WOOD CH R/ 1/4 S.S. MACEI BE SCREV V/ 5/8' MIN. EMBEDMENT L11xD tv) SPAN el) 72 PSF MAX. 156 PSF MAX. 230 PSF MAX. 72 PSF MAX. 156 PSF MAX. 230 PSF MAX. 72 PSF MAX. 156 PSF MAX. 230 PSF MAX. 72 PSF MAX. 156 PSF MAX. 230 PSF MAX. 72 PSF MAX. 156 PSF MAX. 230 PSF MAX. 72 PSF MAX. 156 PSF MAX. 230 PSF MAX. 5 -8' NAX 8 11 3 5 3 7 3 6 - • 10 9 4 • 3 3 .>7 12 6 6 • 4 12 12 12 9 • 6 4 5 3 3 8' -5' MAX - 6 3 3 11'-4' MAX. - - - - 3 6/ 4 7 7 3 3 ' 12 6 7 3 4 4 • ANCHOR NOTES' L ENTER TABLE USING NEGATIVE DESIGN LOAD M AND SPAN a.) FOR SPECIFIC OPENING. 2. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES WALL FINISH OR STUCCO. 3. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING, FASTENER SHALL BE LOCATED IN CENTER OF WOOD STUD. 4. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS RECOMENDATIONS. APPROVE:: rS COMPLYING WITH THE SOUTH FLORIDA P..0 ;LDING CODE DATE: ► • _.� 19 BY PRODUCT uNiROL DIV SIGN BUILDiNGG CODE COMPLIANCE OFFICE ACCEFT.1UCE NO cis-en 13. 6?._ 2 a 1 scow mown] 1 ° '"'":3, 4-9-95 cram by ..V. HILL ( checked by Vx diN wp so. I 95 -333 TV 1/4 VECT L - ..�. - • ?= ' r.. 2 C.C. MAX. rJ :r u: Z '4• CD:i. 2' s E• r..127.' ..12 ' ALUM PLATE f 11mD T U SSES EM GLASS OR DOOR 2' x r x .093' AL STUD ANGLE EMB. ■ (MAX. DESIGN LOAD t 72 PSF) i4 L-- STERN PANEL 'Ir FEARER STORM PANEL 0 8 a 2' x 4' x 1/8' CONT. AL TIME (6063 -T6) (MAX DESIGN LOAD t 72 PSC) 1/241 THRU SOLT 8 12' OZ. O D 'PASS THRU' DETAIL SCALE a 3• - 1' -0' K OR ihAMINU hi.Mrih / STUC'T rtr::7k, Q.. PLYV;;C: O SOFFIT CONNECTION DETAIL SCALE 3' = 1'-0' 1/444 RAVL CALK -IN 8 12' Ot. VITH 7/8' MIK EIO. W CDC OR •QLOV BLOCK OR 1/4'0 LAG SCIEV ▪ 24' O.0 V/ I -112' ICN. EMB. IN VOOD ✓ x r x 1/8' CWT. ALIAL ANIC�E 6063 -T6 1/ MAX. m • MAX. 1/8' TILE FINIISH MATERIAL 3/4' PLYWOOD I/4'0 RAVL CALK -1l 8 5' O.C. WITH 7/11' MDL DO. IN CDC. OR MUM/ DLOM OR 1/4.0 LAG SC'REV e 12' at. V/ i - 1/r Marl. EMD STORM PANEL 2' xrx.093' AL STUD ANGLE TWO-3/16' ALLML PCP RIVETS 8 1r Q.C. TVO I/4• vOOD LAG "YE 124' O.C. MAX. • • i4 C.:. W.I. rl7' 1' x 4', 2' x 4', 1' x 6'• 2' x 6' x 1/8' CONT. AL. TUBE (6063 -T6) 014 SMS t 12 O.C. V4'• RAVL CALK -D4 It 6' OZ. V/ 7/8' MOH EMB. D4 CONC. DICES THIS DETAIL NAY DE USED AT TOP OR DUTTON OF PANEL. WAX DESIGN LOAD t 72 PST) O EDGE MOUNT DETAIL SCALE • 3' 2'X 3'x1/8'OR 2' x 5' x 1/8' 6063-16 ALIA ANGLE r x 3' x V8' TO 2' x5'x1/8' 6063 -T6 AL. ANGLE V/ V4.0 STUD 12' O.C. OPTIONAL 2' x2' x .091 STUDDED ANGLE OR FRAMING MEMEER y% FLYVD3D .3 tIT ACCESS • _ (TYP) 'U' HEADER STERN PANEL 1/4' MAX. \!!' ALT. SOFFIT CONNECTION DETAIL SCALE g 3' = EMB. STERN PANEL 5/16' / RAWL CALK -IN ! 5' 0.C. V/ 1' MIN. EMB. INTO CONC OR KUJIV BLOCK 2'x3'x1/8'CONT. ANGLE 6061 -T6 ALUM V/ 1/4•0 STUD f 12' D.C. THIS DETAIL MAY DE USED AT TIP OR BOTTOM O< PANEL, (MAX DESIGN LOAD t 72 P5 ') EDGE MOUNT DETAIL SCALE 1 3' - I' -0' 1/•' r PAY_ Ca' I' -!' • e • _ V' )/L • ICA LA, L. C:... O. CR HOLLOw BLOCK WAX. DESIG4 LOAD t 72 PSAPiPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE © ANGLE BUILD —OU DA • • `gam ._.- SCALE 3' 1' -O' BY / `. . PROOUCI CONTROL DIV ?SOH BUILDING CODE COMPLIANCE OFF AFCEPTANCE N0. STORM PANEL 1/4•• THRU BOLT ANGLE TO ANGLE CONNECTIOI 8 12' D.C. r x STUDDED ANGLE ✓ x : 1/r p4T. AN:LC Cr 2' X 5' • Ire' AN; .L ALIT: V: 1 /4' • Tw..1 TD HEADER 212' ac. 1/4'0 RAVL CALK -Dl C 6 OZ. V/ 7/8' MK EMB. INTO CDNG OR Fn1W BLOCK (TYP. TOP I. BQITDIO 2' x 3' x I/8' OR 2' x 5' x V8• CONT. ANGLE 6063 T Y?. NAIL (T TI! =Fa THIS DETAIL MAY DE USED AT TOP OR IIQTTOM OF PANEL. WAX DESIGN LOAD t 72 PSF) O ANGLE BUILD —OUT SCALE ' 3' - 1'-0' 1/4• •:.Y.. 0 a F 0 1 N R f lesh:el 1 v-1 bmmlp ••a 95 -333 0 .75 12.00 COVERAGE 1330 ttt 0 0 2.250 .062 i YP) n 2.000 a 2.118 1.110 FULL PANEL R .250 PRODUCT MARKING LOCATION) 188 ALT LEG 2.000 DIRECTION . 313 I 1.69 2 118 .125 TYP. (TYP) 11 HORIZONTAL --c -c =o c =co LEG OPTIONAL PRODUCT MARKING (OPTIONAL LOCATION) 1 5.00 MAx I 2 00 • O "F" TRACK O SCALE : 3" = 1' -0" 0 1. PRODUCT MARKINGS SHALL BE WITHIN 12 OF ONE ENO OF THE PANEL WITH A MINIMUM OF ONE MARKING PER PANEL AND SHALL BE PERMANENTLY LABELED AS FOLLOWS: HURRICANE SECURITY SHUTTERS MANUFACTURING COMPANY FT. LAUDERDALE. FL MIAMI - DADE COUNTY PRODUCT CONTROL APPROVED 5. ALL BOLTS AND WASHERS SHALL BE GALVANIZED OR STAINLESS STEEL WITH A MINIMUM TENSILE STRENGTH OF 60 KSI OR APPROVED COATED HARDWARE. 6 MATERIAL SPECIFICATIONS NOTED HEREIN ARE THE MANUFACTURER'S REPRESENTATION OF MATERIALS USED IN PRODUCT TESTING. 7. TOP 1 BOTTOM DETAILS SHOWN MAY BE INTERCHANGED AS FIELD CONDITIONS DICTATE. PANELS MAY BE MOUNTED HORIZONTALLY WHERE APPLICABLE. 8. FOR TYPE( & TYPE II PANELS, AN OPTIONAL 1 • 1 • 16 GA STEEL BAR MAY BE USED TO CONTROL DEFLECTION OF STORM PANEL SYSTEM ON INSTALLATIONS BELOW 30' ABOVE GRADE, PROVIDED THAI THE PANEL SPANS USED ARE 101 OR LESS. AND THAT THE SEPARATION FROM GLASS IS 2 OR MORE BUT LESS THAN 2.5 9. TYPE I L (3 PANELS SHALL BE FASTENED AT MIDSPAN W/ 1 /L -20 • r BOLTS WITH ZAMAC 3 ALLOY WASHERED WINGNUTS OR JACKNUTS (SEE TYPICAL ELEVATIONS). FOR PANEL SPANS LESS THAN 1.8 - , MIDSPAN FASTENERS ARE NOT REQUIRED. TYPE I L II PANELS UTILIZING A STEEL BAR SHALL BE FASTENED AT OVERLAPS AT MIDSPAN TO A r ■ 1 • 16 GAUGE STEEL BAR USING 1/L -20 • 3 -1/2 BOLTS WITH ZAMAC 3 ALLOY WASHERED WINGNUTS OR JACKNUTS (SEE TYPICAL ELEVATIONS). FOR TYPE 113 6 IV PANELS, FASTENERS AT PANEL MIDSPAN ARE NOT REQUIRED. 10. THE DETAILS AND SPECIFICATIONS SHOWN HEREIN REPRESENT THE PRODUCTS TESTED FOR IMPACT. CYCLIC AND UNIFORM STATIC AIR PRESSURE TESTING IN CONFORMANCE WITH DADE COUNTY PROTOCOLS PA 201,202. AND 203. DESIGN IS BASED ON HURRICANE ENGINEERING & TESTING (HETI) REPORT No. 91.-312a, No. 9L -317, No. 95 -1.01a, AND CONSTRUCTION AND TESTING CORPORATION (ETC) REPORT No. 95 -021, 95 -031, 96 -006R. 11. AT LEAST ONE WARNING NOTE PER OPENING SHALL BE PLACEO 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 WHEN REOUIRED. WARNING LABEL SHALL BE FASTENED WITH PERMANENT ADHESIVE OR MECHANICALLY ONE HALF PANEL PER OPENING MAY BE STORM PANEL COVER OPENINGS REQUIRED TO SCALE : 3" = 1' -0" 0 0 J "U" HEADER O ANGLE SCALE : 3" = t' SCALE : 3" = t' -0" SCALE : 3" = t' - 0" '^ �25 f �i 88 WINGNUT SCALE • HALF SIZE ZAMAC 3 ALLOY HALF PANEL .125 TYP. EXISTING STRUCTURE 0 N SCALE : 3" = V -0" 2.00 .093 TYP O STUDDED ANGLE WASHERED NUT SCALE . HALF SIZE NOTE: WASHERED NUT 0 MUST BE PLACED OVER NARROW PORTION OF APPROVED AS COMPLYING WITH THfEYHOLE SLOT. SOUTH FLORIDA BUILDING CODE GENERAL NOTES: DAT A- - " 2000 11115 SHUTTER SYSTEM IS DESIGNED IN ACCORDANCE WITH THE SOUTH FLORIDA EY BUILDING CODE. 1991. EDITION. 2. POSITIVE AND .NEGATIVE DESIGN PRESSURE CALCULATIONS SHALL BE PERFORMED PRODUCT CO r ,OL DIVES!ON 1.00 FOR SPECIFIC )085 IN ACCORDANCE WITH ASCE 7 -88 - MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES -. BUILDING CODE COMPLIANCE OFFICE 3 STORM PANELS SHALL BE 20 GAUGE STEEL It • .035 CONFORMING TO ASTM A663, DO -OZO / • 0�� 16 GA. STRUCTURAL OUALITY, GRADE 50, CLASS 1, WITH A 060 GALVANIZED COATING ACCEPTANCE NO EXTRUSIONS SHOWN SHALL BE 6063 -T6 ALUMINUM, U.O.N. STEEL BAR SCALE : 3" = 1' -0" "h" HEADER OVERLAP FASTENERS TYP. (SEE NOTE 11 8) SCALE : 3" = V - 0" 1/I. -20 • 3/1. MACHINE SCREW STUD PUNCHED INTO ANGLE !SEE DETAILS FOR SPACING) 1.38 ACROSS FLATS 1. GAUG( 55 ALUM. ANGLE CLOSURE PIECE 1 • 2 • 0.125 MIN TO 2" • 5 • 0.125" MAX. 1 /1. MAX. EXISTING STRUCTURE 6' TYP FASTENER (8 12 0.0 FOR DESIGN LOADS LESS THAN OR EQUAL TO 110 P.S.F L (D 8- 0.C. FOR DESIGN LOADS GREATER THAN 119 P.S.F. (SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR) (PERP. TO PANEL SPAN) TOP MOUNT SECTION TYPICAL ELEVATION - TYPE I (PERP. TO PANEL SPAN) 12" I (TYP( 1 /L MAX. WIDT UNLIMITED PLAN VIEW OVERLAP FASTENERS S. OPTIONAL BAR (SEE PLAN VIEW S. NOTES 8 1 9) WIDTH UNLIMITED SECTION TYPICAL ELEVATION - TYPE III SCALE• 1-1/1" = 1' -0" PLAN VIEW BOTTOM MOUNT TOP MOUNT PLAN VIEW BOTTOM MOUNT INO BOLTS REQUIRED TO HOLD PANEL SEAMS TOGETHER FOR THIS MOUNTING CONDITION.) O , TYP. (OPTIONAL) SEE TYPICAL ELEVATION 6 NOTE 869. WIDTH UNLIMITED (PERP. TO PANEL SPAN) TOP MOUNT 0 0 0 1a E P T I 6 .. , ITYP TYPICAL ELEVATION - TYPE II WIDTH UNLIMITED 0 (PERP. TO PANEL SPAN) SECTION 0 fl 1 2` L (TYP) SECTION OVERLAP FASTENERS L OPTIONAL BAR (SEE PLAN VIEW L NOTES 8 L 9) TOP MOUNT NT • PLAN VIEW TYPICAL ELEVATION - TYPE IV 1/2 MIN. OVERLAP FASTENER (b 12" O.C. FOR DESIGN LOADS LESS THAN OR EQUAL TO 110 P.S.F. 1 @8" O.C. FOR DESIGN LOADS GREATER THAN 110 P.S.F. SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR. 9 ALUM. ANGLE CLOSURE PIECE: 1 • 7" • .125" MIN. TO 2" • 5 • .125 MAX. 1 -1/2 MIN. EXISTING STRUCTURE PLAN VIEW BOTTOM MOUNT (NO BOLTS REQUIRED TO HOLD PANEL SEAMS TOGETHER FOR THIS MOUNTING CONDITION.) (j MAX. PANEL LENGTH ISEE TABLE 1) MAX. PANEL LENGTH (SEE TABLE 1) (VERTICAL OR HORIZONTAL) (vERTICAL OR HORIZONTAL) 1260 N. UNIVERSITY DRIVE, SUITE 180 • FORT LAUDERDALE, FL 33322 TEL (954) 382-2800 • FAX: (954) 382-2989 WEBSITE: WWW.IWF2EV1CH.COM • E -MAIL KAQKNETEVICH.COM 20 GA. GALVANIZED STEEL STORM PANEL Hurricane 5ecur4 Shutters Manufacturing Corporation 240 S.W. 32nd Court Ft. Lauderdale, Florida 33315 ph(954) 760-4440 fax(954) 760 -4441 I� SUOIS)AaJ I t uoUdI 311 PREV. DRAWING No. 9S -33) a o o o 3 c (VERTICAL OR H 1 ooiavno] r V.J. EZE CH PROFE S'7 • A NGINEER FL i• - se No P •.10983 IN 1 •' 2000 dare .1/18/00 i?Irr" drawn by AS NOTED MC daa.gn by llch•ckad by /WK VJK drawsnq no. 00 - 0 13 sheet 1 of 6 0 .75 12.00 COVERAGE 1330 ttt 0 0 2.250 .062 i YP) n 2.000 a 2.118 1.110 FULL PANEL R .250 PRODUCT MARKING LOCATION) 188 ALT LEG 2.000 DIRECTION . 313 I 1.69 2 118 .125 TYP. (TYP) 11 HORIZONTAL --c -c =o c =co LEG OPTIONAL PRODUCT MARKING (OPTIONAL LOCATION) 1 5.00 MAx I 2 00 • O "F" TRACK O SCALE : 3" = 1' -0" 0 1. PRODUCT MARKINGS SHALL BE WITHIN 12 OF ONE ENO OF THE PANEL WITH A MINIMUM OF ONE MARKING PER PANEL AND SHALL BE PERMANENTLY LABELED AS FOLLOWS: HURRICANE SECURITY SHUTTERS MANUFACTURING COMPANY FT. LAUDERDALE. FL MIAMI - DADE COUNTY PRODUCT CONTROL APPROVED 5. ALL BOLTS AND WASHERS SHALL BE GALVANIZED OR STAINLESS STEEL WITH A MINIMUM TENSILE STRENGTH OF 60 KSI OR APPROVED COATED HARDWARE. 6 MATERIAL SPECIFICATIONS NOTED HEREIN ARE THE MANUFACTURER'S REPRESENTATION OF MATERIALS USED IN PRODUCT TESTING. 7. TOP 1 BOTTOM DETAILS SHOWN MAY BE INTERCHANGED AS FIELD CONDITIONS DICTATE. PANELS MAY BE MOUNTED HORIZONTALLY WHERE APPLICABLE. 8. FOR TYPE( & TYPE II PANELS, AN OPTIONAL 1 • 1 • 16 GA STEEL BAR MAY BE USED TO CONTROL DEFLECTION OF STORM PANEL SYSTEM ON INSTALLATIONS BELOW 30' ABOVE GRADE, PROVIDED THAI THE PANEL SPANS USED ARE 101 OR LESS. AND THAT THE SEPARATION FROM GLASS IS 2 OR MORE BUT LESS THAN 2.5 9. TYPE I L (3 PANELS SHALL BE FASTENED AT MIDSPAN W/ 1 /L -20 • r BOLTS WITH ZAMAC 3 ALLOY WASHERED WINGNUTS OR JACKNUTS (SEE TYPICAL ELEVATIONS). FOR PANEL SPANS LESS THAN 1.8 - , MIDSPAN FASTENERS ARE NOT REQUIRED. TYPE I L II PANELS UTILIZING A STEEL BAR SHALL BE FASTENED AT OVERLAPS AT MIDSPAN TO A r ■ 1 • 16 GAUGE STEEL BAR USING 1/L -20 • 3 -1/2 BOLTS WITH ZAMAC 3 ALLOY WASHERED WINGNUTS OR JACKNUTS (SEE TYPICAL ELEVATIONS). FOR TYPE 113 6 IV PANELS, FASTENERS AT PANEL MIDSPAN ARE NOT REQUIRED. 10. THE DETAILS AND SPECIFICATIONS SHOWN HEREIN REPRESENT THE PRODUCTS TESTED FOR IMPACT. CYCLIC AND UNIFORM STATIC AIR PRESSURE TESTING IN CONFORMANCE WITH DADE COUNTY PROTOCOLS PA 201,202. AND 203. DESIGN IS BASED ON HURRICANE ENGINEERING & TESTING (HETI) REPORT No. 91.-312a, No. 9L -317, No. 95 -1.01a, AND CONSTRUCTION AND TESTING CORPORATION (ETC) REPORT No. 95 -021, 95 -031, 96 -006R. 11. AT LEAST ONE WARNING NOTE PER OPENING SHALL BE PLACEO 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 WHEN REOUIRED. WARNING LABEL SHALL BE FASTENED WITH PERMANENT ADHESIVE OR MECHANICALLY ONE HALF PANEL PER OPENING MAY BE STORM PANEL COVER OPENINGS REQUIRED TO SCALE : 3" = 1' -0" 0 0 J "U" HEADER O ANGLE SCALE : 3" = t' SCALE : 3" = t' -0" SCALE : 3" = t' - 0" '^ �25 f �i 88 WINGNUT SCALE • HALF SIZE ZAMAC 3 ALLOY HALF PANEL .125 TYP. EXISTING STRUCTURE 0 N SCALE : 3" = V -0" 2.00 .093 TYP O STUDDED ANGLE WASHERED NUT SCALE . HALF SIZE NOTE: WASHERED NUT 0 MUST BE PLACED OVER NARROW PORTION OF APPROVED AS COMPLYING WITH THfEYHOLE SLOT. SOUTH FLORIDA BUILDING CODE GENERAL NOTES: DAT A- - " 2000 11115 SHUTTER SYSTEM IS DESIGNED IN ACCORDANCE WITH THE SOUTH FLORIDA EY BUILDING CODE. 1991. EDITION. 2. POSITIVE AND .NEGATIVE DESIGN PRESSURE CALCULATIONS SHALL BE PERFORMED PRODUCT CO r ,OL DIVES!ON 1.00 FOR SPECIFIC )085 IN ACCORDANCE WITH ASCE 7 -88 - MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES -. BUILDING CODE COMPLIANCE OFFICE 3 STORM PANELS SHALL BE 20 GAUGE STEEL It • .035 CONFORMING TO ASTM A663, DO -OZO / • 0�� 16 GA. STRUCTURAL OUALITY, GRADE 50, CLASS 1, WITH A 060 GALVANIZED COATING ACCEPTANCE NO EXTRUSIONS SHOWN SHALL BE 6063 -T6 ALUMINUM, U.O.N. STEEL BAR SCALE : 3" = 1' -0" "h" HEADER OVERLAP FASTENERS TYP. (SEE NOTE 11 8) SCALE : 3" = V - 0" 1/I. -20 • 3/1. MACHINE SCREW STUD PUNCHED INTO ANGLE !SEE DETAILS FOR SPACING) 1.38 ACROSS FLATS 1. GAUG( 55 ALUM. ANGLE CLOSURE PIECE 1 • 2 • 0.125 MIN TO 2" • 5 • 0.125" MAX. 1 /1. MAX. EXISTING STRUCTURE 6' TYP FASTENER (8 12 0.0 FOR DESIGN LOADS LESS THAN OR EQUAL TO 110 P.S.F L (D 8- 0.C. FOR DESIGN LOADS GREATER THAN 119 P.S.F. (SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR) (PERP. TO PANEL SPAN) TOP MOUNT SECTION TYPICAL ELEVATION - TYPE I (PERP. TO PANEL SPAN) 12" I (TYP( 1 /L MAX. WIDT UNLIMITED PLAN VIEW OVERLAP FASTENERS S. OPTIONAL BAR (SEE PLAN VIEW S. NOTES 8 1 9) WIDTH UNLIMITED SECTION TYPICAL ELEVATION - TYPE III SCALE• 1-1/1" = 1' -0" PLAN VIEW BOTTOM MOUNT TOP MOUNT PLAN VIEW BOTTOM MOUNT INO BOLTS REQUIRED TO HOLD PANEL SEAMS TOGETHER FOR THIS MOUNTING CONDITION.) O , TYP. (OPTIONAL) SEE TYPICAL ELEVATION 6 NOTE 869. WIDTH UNLIMITED (PERP. TO PANEL SPAN) TOP MOUNT 0 0 0 1a E P T I 6 .. , ITYP TYPICAL ELEVATION - TYPE II WIDTH UNLIMITED 0 (PERP. TO PANEL SPAN) SECTION 0 fl 1 2` L (TYP) SECTION OVERLAP FASTENERS L OPTIONAL BAR (SEE PLAN VIEW L NOTES 8 L 9) TOP MOUNT NT • PLAN VIEW TYPICAL ELEVATION - TYPE IV 1/2 MIN. OVERLAP FASTENER (b 12" O.C. FOR DESIGN LOADS LESS THAN OR EQUAL TO 110 P.S.F. 1 @8" O.C. FOR DESIGN LOADS GREATER THAN 110 P.S.F. SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR. 9 ALUM. ANGLE CLOSURE PIECE: 1 • 7" • .125" MIN. TO 2" • 5 • .125 MAX. 1 -1/2 MIN. EXISTING STRUCTURE PLAN VIEW BOTTOM MOUNT (NO BOLTS REQUIRED TO HOLD PANEL SEAMS TOGETHER FOR THIS MOUNTING CONDITION.) (j MAX. PANEL LENGTH ISEE TABLE 1) MAX. PANEL LENGTH (SEE TABLE 1) (VERTICAL OR HORIZONTAL) (vERTICAL OR HORIZONTAL) 0 F a o o o o c (VERTICAL OR H 1 0 .75 12.00 COVERAGE 1330 ttt 0 0 2.250 .062 i YP) n 2.000 a 2.118 1.110 FULL PANEL R .250 PRODUCT MARKING LOCATION) 188 ALT LEG 2.000 DIRECTION . 313 I 1.69 2 118 .125 TYP. (TYP) 11 HORIZONTAL --c -c =o c =co LEG OPTIONAL PRODUCT MARKING (OPTIONAL LOCATION) 1 5.00 MAx I 2 00 • O "F" TRACK O SCALE : 3" = 1' -0" 0 1. PRODUCT MARKINGS SHALL BE WITHIN 12 OF ONE ENO OF THE PANEL WITH A MINIMUM OF ONE MARKING PER PANEL AND SHALL BE PERMANENTLY LABELED AS FOLLOWS: HURRICANE SECURITY SHUTTERS MANUFACTURING COMPANY FT. LAUDERDALE. FL MIAMI - DADE COUNTY PRODUCT CONTROL APPROVED 5. ALL BOLTS AND WASHERS SHALL BE GALVANIZED OR STAINLESS STEEL WITH A MINIMUM TENSILE STRENGTH OF 60 KSI OR APPROVED COATED HARDWARE. 6 MATERIAL SPECIFICATIONS NOTED HEREIN ARE THE MANUFACTURER'S REPRESENTATION OF MATERIALS USED IN PRODUCT TESTING. 7. TOP 1 BOTTOM DETAILS SHOWN MAY BE INTERCHANGED AS FIELD CONDITIONS DICTATE. PANELS MAY BE MOUNTED HORIZONTALLY WHERE APPLICABLE. 8. FOR TYPE( & TYPE II PANELS, AN OPTIONAL 1 • 1 • 16 GA STEEL BAR MAY BE USED TO CONTROL DEFLECTION OF STORM PANEL SYSTEM ON INSTALLATIONS BELOW 30' ABOVE GRADE, PROVIDED THAI THE PANEL SPANS USED ARE 101 OR LESS. AND THAT THE SEPARATION FROM GLASS IS 2 OR MORE BUT LESS THAN 2.5 9. TYPE I L (3 PANELS SHALL BE FASTENED AT MIDSPAN W/ 1 /L -20 • r BOLTS WITH ZAMAC 3 ALLOY WASHERED WINGNUTS OR JACKNUTS (SEE TYPICAL ELEVATIONS). FOR PANEL SPANS LESS THAN 1.8 - , MIDSPAN FASTENERS ARE NOT REQUIRED. TYPE I L II PANELS UTILIZING A STEEL BAR SHALL BE FASTENED AT OVERLAPS AT MIDSPAN TO A r ■ 1 • 16 GAUGE STEEL BAR USING 1/L -20 • 3 -1/2 BOLTS WITH ZAMAC 3 ALLOY WASHERED WINGNUTS OR JACKNUTS (SEE TYPICAL ELEVATIONS). FOR TYPE 113 6 IV PANELS, FASTENERS AT PANEL MIDSPAN ARE NOT REQUIRED. 10. THE DETAILS AND SPECIFICATIONS SHOWN HEREIN REPRESENT THE PRODUCTS TESTED FOR IMPACT. CYCLIC AND UNIFORM STATIC AIR PRESSURE TESTING IN CONFORMANCE WITH DADE COUNTY PROTOCOLS PA 201,202. AND 203. DESIGN IS BASED ON HURRICANE ENGINEERING & TESTING (HETI) REPORT No. 91.-312a, No. 9L -317, No. 95 -1.01a, AND CONSTRUCTION AND TESTING CORPORATION (ETC) REPORT No. 95 -021, 95 -031, 96 -006R. 11. AT LEAST ONE WARNING NOTE PER OPENING SHALL BE PLACEO 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 WHEN REOUIRED. WARNING LABEL SHALL BE FASTENED WITH PERMANENT ADHESIVE OR MECHANICALLY ONE HALF PANEL PER OPENING MAY BE STORM PANEL COVER OPENINGS REQUIRED TO SCALE : 3" = 1' -0" 0 0 J "U" HEADER O ANGLE SCALE : 3" = t' SCALE : 3" = t' -0" SCALE : 3" = t' - 0" '^ �25 f �i 88 WINGNUT SCALE • HALF SIZE ZAMAC 3 ALLOY HALF PANEL .125 TYP. EXISTING STRUCTURE 0 N SCALE : 3" = V -0" 2.00 .093 TYP O STUDDED ANGLE WASHERED NUT SCALE . HALF SIZE NOTE: WASHERED NUT 0 MUST BE PLACED OVER NARROW PORTION OF APPROVED AS COMPLYING WITH THfEYHOLE SLOT. SOUTH FLORIDA BUILDING CODE GENERAL NOTES: DAT A- - " 2000 11115 SHUTTER SYSTEM IS DESIGNED IN ACCORDANCE WITH THE SOUTH FLORIDA EY BUILDING CODE. 1991. EDITION. 2. POSITIVE AND .NEGATIVE DESIGN PRESSURE CALCULATIONS SHALL BE PERFORMED PRODUCT CO r ,OL DIVES!ON 1.00 FOR SPECIFIC )085 IN ACCORDANCE WITH ASCE 7 -88 - MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES -. BUILDING CODE COMPLIANCE OFFICE 3 STORM PANELS SHALL BE 20 GAUGE STEEL It • .035 CONFORMING TO ASTM A663, DO -OZO / • 0�� 16 GA. STRUCTURAL OUALITY, GRADE 50, CLASS 1, WITH A 060 GALVANIZED COATING ACCEPTANCE NO EXTRUSIONS SHOWN SHALL BE 6063 -T6 ALUMINUM, U.O.N. STEEL BAR SCALE : 3" = 1' -0" "h" HEADER OVERLAP FASTENERS TYP. (SEE NOTE 11 8) SCALE : 3" = V - 0" 1/I. -20 • 3/1. MACHINE SCREW STUD PUNCHED INTO ANGLE !SEE DETAILS FOR SPACING) 1.38 ACROSS FLATS 1. GAUG( 55 ALUM. ANGLE CLOSURE PIECE 1 • 2 • 0.125 MIN TO 2" • 5 • 0.125" MAX. 1 /1. MAX. EXISTING STRUCTURE 6' TYP FASTENER (8 12 0.0 FOR DESIGN LOADS LESS THAN OR EQUAL TO 110 P.S.F L (D 8- 0.C. FOR DESIGN LOADS GREATER THAN 119 P.S.F. (SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR) (PERP. TO PANEL SPAN) TOP MOUNT SECTION TYPICAL ELEVATION - TYPE I (PERP. TO PANEL SPAN) 12" I (TYP( 1 /L MAX. WIDT UNLIMITED PLAN VIEW OVERLAP FASTENERS S. OPTIONAL BAR (SEE PLAN VIEW S. NOTES 8 1 9) WIDTH UNLIMITED SECTION TYPICAL ELEVATION - TYPE III SCALE• 1-1/1" = 1' -0" PLAN VIEW BOTTOM MOUNT TOP MOUNT PLAN VIEW BOTTOM MOUNT INO BOLTS REQUIRED TO HOLD PANEL SEAMS TOGETHER FOR THIS MOUNTING CONDITION.) O , TYP. (OPTIONAL) SEE TYPICAL ELEVATION 6 NOTE 869. WIDTH UNLIMITED (PERP. TO PANEL SPAN) TOP MOUNT 0 0 0 1a E P T I 6 .. , ITYP TYPICAL ELEVATION - TYPE II WIDTH UNLIMITED 0 (PERP. TO PANEL SPAN) SECTION 0 fl 1 2` L (TYP) SECTION OVERLAP FASTENERS L OPTIONAL BAR (SEE PLAN VIEW L NOTES 8 L 9) TOP MOUNT NT • PLAN VIEW TYPICAL ELEVATION - TYPE IV 1/2 MIN. OVERLAP FASTENER (b 12" O.C. FOR DESIGN LOADS LESS THAN OR EQUAL TO 110 P.S.F. 1 @8" O.C. FOR DESIGN LOADS GREATER THAN 110 P.S.F. SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR. 9 ALUM. ANGLE CLOSURE PIECE: 1 • 7" • .125" MIN. TO 2" • 5 • .125 MAX. 1 -1/2 MIN. EXISTING STRUCTURE PLAN VIEW BOTTOM MOUNT (NO BOLTS REQUIRED TO HOLD PANEL SEAMS TOGETHER FOR THIS MOUNTING CONDITION.) (j MAX. PANEL LENGTH ISEE TABLE 1) MAX. PANEL LENGTH (SEE TABLE 1) (VERTICAL OR HORIZONTAL) (vERTICAL OR HORIZONTAL) a r o 0 0 (VERTICAL OR 11 1 0 .75 12.00 COVERAGE 1330 ttt 0 0 2.250 .062 i YP) n 2.000 a 2.118 1.110 FULL PANEL R .250 PRODUCT MARKING LOCATION) 188 ALT LEG 2.000 DIRECTION . 313 I 1.69 2 118 .125 TYP. (TYP) 11 HORIZONTAL --c -c =o c =co LEG OPTIONAL PRODUCT MARKING (OPTIONAL LOCATION) 1 5.00 MAx I 2 00 • O "F" TRACK O SCALE : 3" = 1' -0" 0 1. PRODUCT MARKINGS SHALL BE WITHIN 12 OF ONE ENO OF THE PANEL WITH A MINIMUM OF ONE MARKING PER PANEL AND SHALL BE PERMANENTLY LABELED AS FOLLOWS: HURRICANE SECURITY SHUTTERS MANUFACTURING COMPANY FT. LAUDERDALE. FL MIAMI - DADE COUNTY PRODUCT CONTROL APPROVED 5. ALL BOLTS AND WASHERS SHALL BE GALVANIZED OR STAINLESS STEEL WITH A MINIMUM TENSILE STRENGTH OF 60 KSI OR APPROVED COATED HARDWARE. 6 MATERIAL SPECIFICATIONS NOTED HEREIN ARE THE MANUFACTURER'S REPRESENTATION OF MATERIALS USED IN PRODUCT TESTING. 7. TOP 1 BOTTOM DETAILS SHOWN MAY BE INTERCHANGED AS FIELD CONDITIONS DICTATE. PANELS MAY BE MOUNTED HORIZONTALLY WHERE APPLICABLE. 8. FOR TYPE( & TYPE II PANELS, AN OPTIONAL 1 • 1 • 16 GA STEEL BAR MAY BE USED TO CONTROL DEFLECTION OF STORM PANEL SYSTEM ON INSTALLATIONS BELOW 30' ABOVE GRADE, PROVIDED THAI THE PANEL SPANS USED ARE 101 OR LESS. AND THAT THE SEPARATION FROM GLASS IS 2 OR MORE BUT LESS THAN 2.5 9. TYPE I L (3 PANELS SHALL BE FASTENED AT MIDSPAN W/ 1 /L -20 • r BOLTS WITH ZAMAC 3 ALLOY WASHERED WINGNUTS OR JACKNUTS (SEE TYPICAL ELEVATIONS). FOR PANEL SPANS LESS THAN 1.8 - , MIDSPAN FASTENERS ARE NOT REQUIRED. TYPE I L II PANELS UTILIZING A STEEL BAR SHALL BE FASTENED AT OVERLAPS AT MIDSPAN TO A r ■ 1 • 16 GAUGE STEEL BAR USING 1/L -20 • 3 -1/2 BOLTS WITH ZAMAC 3 ALLOY WASHERED WINGNUTS OR JACKNUTS (SEE TYPICAL ELEVATIONS). FOR TYPE 113 6 IV PANELS, FASTENERS AT PANEL MIDSPAN ARE NOT REQUIRED. 10. THE DETAILS AND SPECIFICATIONS SHOWN HEREIN REPRESENT THE PRODUCTS TESTED FOR IMPACT. CYCLIC AND UNIFORM STATIC AIR PRESSURE TESTING IN CONFORMANCE WITH DADE COUNTY PROTOCOLS PA 201,202. AND 203. DESIGN IS BASED ON HURRICANE ENGINEERING & TESTING (HETI) REPORT No. 91.-312a, No. 9L -317, No. 95 -1.01a, AND CONSTRUCTION AND TESTING CORPORATION (ETC) REPORT No. 95 -021, 95 -031, 96 -006R. 11. AT LEAST ONE WARNING NOTE PER OPENING SHALL BE PLACEO 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 WHEN REOUIRED. WARNING LABEL SHALL BE FASTENED WITH PERMANENT ADHESIVE OR MECHANICALLY ONE HALF PANEL PER OPENING MAY BE STORM PANEL COVER OPENINGS REQUIRED TO SCALE : 3" = 1' -0" 0 0 J "U" HEADER O ANGLE SCALE : 3" = t' SCALE : 3" = t' -0" SCALE : 3" = t' - 0" '^ �25 f �i 88 WINGNUT SCALE • HALF SIZE ZAMAC 3 ALLOY HALF PANEL .125 TYP. EXISTING STRUCTURE 0 N SCALE : 3" = V -0" 2.00 .093 TYP O STUDDED ANGLE WASHERED NUT SCALE . HALF SIZE NOTE: WASHERED NUT 0 MUST BE PLACED OVER NARROW PORTION OF APPROVED AS COMPLYING WITH THfEYHOLE SLOT. SOUTH FLORIDA BUILDING CODE GENERAL NOTES: DAT A- - " 2000 11115 SHUTTER SYSTEM IS DESIGNED IN ACCORDANCE WITH THE SOUTH FLORIDA EY BUILDING CODE. 1991. EDITION. 2. POSITIVE AND .NEGATIVE DESIGN PRESSURE CALCULATIONS SHALL BE PERFORMED PRODUCT CO r ,OL DIVES!ON 1.00 FOR SPECIFIC )085 IN ACCORDANCE WITH ASCE 7 -88 - MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES -. BUILDING CODE COMPLIANCE OFFICE 3 STORM PANELS SHALL BE 20 GAUGE STEEL It • .035 CONFORMING TO ASTM A663, DO -OZO / • 0�� 16 GA. STRUCTURAL OUALITY, GRADE 50, CLASS 1, WITH A 060 GALVANIZED COATING ACCEPTANCE NO EXTRUSIONS SHOWN SHALL BE 6063 -T6 ALUMINUM, U.O.N. STEEL BAR SCALE : 3" = 1' -0" "h" HEADER OVERLAP FASTENERS TYP. (SEE NOTE 11 8) SCALE : 3" = V - 0" 1/I. -20 • 3/1. MACHINE SCREW STUD PUNCHED INTO ANGLE !SEE DETAILS FOR SPACING) 1.38 ACROSS FLATS 1. GAUG( 55 ALUM. ANGLE CLOSURE PIECE 1 • 2 • 0.125 MIN TO 2" • 5 • 0.125" MAX. 1 /1. MAX. EXISTING STRUCTURE 6' TYP FASTENER (8 12 0.0 FOR DESIGN LOADS LESS THAN OR EQUAL TO 110 P.S.F L (D 8- 0.C. FOR DESIGN LOADS GREATER THAN 119 P.S.F. (SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR) (PERP. TO PANEL SPAN) TOP MOUNT SECTION TYPICAL ELEVATION - TYPE I (PERP. TO PANEL SPAN) 12" I (TYP( 1 /L MAX. WIDT UNLIMITED PLAN VIEW OVERLAP FASTENERS S. OPTIONAL BAR (SEE PLAN VIEW S. NOTES 8 1 9) WIDTH UNLIMITED SECTION TYPICAL ELEVATION - TYPE III SCALE• 1-1/1" = 1' -0" PLAN VIEW BOTTOM MOUNT TOP MOUNT PLAN VIEW BOTTOM MOUNT INO BOLTS REQUIRED TO HOLD PANEL SEAMS TOGETHER FOR THIS MOUNTING CONDITION.) O , TYP. (OPTIONAL) SEE TYPICAL ELEVATION 6 NOTE 869. WIDTH UNLIMITED (PERP. TO PANEL SPAN) TOP MOUNT 0 0 0 1a E P T I 6 .. , ITYP TYPICAL ELEVATION - TYPE II WIDTH UNLIMITED 0 (PERP. TO PANEL SPAN) SECTION 0 fl 1 2` L (TYP) SECTION OVERLAP FASTENERS L OPTIONAL BAR (SEE PLAN VIEW L NOTES 8 L 9) TOP MOUNT NT • PLAN VIEW TYPICAL ELEVATION - TYPE IV 1/2 MIN. OVERLAP FASTENER (b 12" O.C. FOR DESIGN LOADS LESS THAN OR EQUAL TO 110 P.S.F. 1 @8" O.C. FOR DESIGN LOADS GREATER THAN 110 P.S.F. SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR. 9 ALUM. ANGLE CLOSURE PIECE: 1 • 7" • .125" MIN. TO 2" • 5 • .125 MAX. 1 -1/2 MIN. EXISTING STRUCTURE PLAN VIEW BOTTOM MOUNT (NO BOLTS REQUIRED TO HOLD PANEL SEAMS TOGETHER FOR THIS MOUNTING CONDITION.) (j MAX. PANEL LENGTH ISEE TABLE 1) MAX. PANEL LENGTH (SEE TABLE 1) (VERTICAL OR HORIZONTAL) (vERTICAL OR HORIZONTAL) V.J. KNEZE CH PROFES31O NOINEER FL Li , - se No: PE r 10983 4 _ . 1 III (61111 (drawn Oy Mc d•.On by 1(cn•cl..d by 1W• VII( Or awing no. 00 -013 1 sheet 2 of 6 SEE MIN. SEPARATION FROM GLASS SCHEDULE GLASS OR DOOR GLASS OR DOOR SEE MIN. SEPARATION FROM GLASS SCHEDULE Wti uN W °0 ANGLE TO WALL DETAIL (TYP.) ANGLE TO WALL DETAIL EXISTING STRUCTURE FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION _'TYPE 2' FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION - TYPE V WALL MOUNT SECTION O SCALE : 3" = 1' -0" W000 FRAMING FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION 'TYPE 2 ©CON T. FASTENER, SEE ANCHOR SCHEDULE. REFERENCE CONNECTION TYPE 1 WOOD FRAMING PANEL O D WALL MOUNT SECTION SCALE : 3" = t' -0" j J 4MAXI -4 TO ANGLE DETAIL 1/4" MAX. 1/4 - MACHINE BOLT 1 WINGNUTOOR WASHERED NUT B. @ 6' O.C. FOR TYPE IS. 11 OR (}6 12' O.C. FOR TYPE III 1 TYPE IV PANEL. TO ANGLE DETAIL 1/4 -20 MACHINE BOLT 1 WINGNUTO OR WASHEREO NUT B. @ 6' O.C. FOR TYPE 11. 11 OR (se 12_ O.C. FOR TYPE 111 1 TYPE Iv SEE MIN. SEPARATION FROM GLASS SCHEDULE --\ GLASS OR DOOR II EMBED. FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION 'TYPE 3" EMBED. (TYP.) 1 SEE MIN. SEPARATION FROM GLASS SCHEDULE GLASS OR DOOR O CONT. FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION 'TYPE 3" CEILING /INSIDE MOUNT SECTION SCALE : 3" = V -0" NOTE• THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANELS. -- O O 1/6"0 • 1 -3/4" S.S. LAG @ 12' O.C. W/ 1 -1/2' PENETRATION INTO WOOD NOTE. USE OF THIS DETAIL IS LIMITED TO a 72 PSF. O WALL MOUNT SECTION E SCALE . 3" = 1' -0" EDGE GIST. EDGE OIST. - w. 2 - 1/40 , 6 -1/2' S.S. LAG SCREW @ 26" O.C. MAX W/ 1 -3/6" PENETRATION IN CENTER OF STUDS 2 • 6' P.T. WOOD CONT. EXISTING STRUCTURE 1/6-20 MACHINE 80LT 1 WINGNUTO OR WASMERED NUT Ba @ 6" O.C. FOR TYPE IL II OR @ 12" O.C. FOR TYPE I11 1 TYPE IV EXISTING STRUCTURE 1/4 -20 MA NINE BOLT 1 WINGN T WASMERED NUT 6" O.C. FOR TYPE I 1 II @ 12" O.C. FOR TYPE III 1 TYPE IV 1/6" MAX. GLASS OR DOOR EXISTING STRUCTURE — GLASS OR 000R SEE MIN. SEPARATION FROM GLASS SCHEDULE EXISTING STRUCTURE W 0 0 SEE MIN. SEPARATION FROM GLASS SCHEDULE • EMBED1 ITYP.) • • SCALE 3" = O CONT. OCONT. (TYP. TOP 1 BOTTOM EXISTING STRUCTURE FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION 'TYPE 4" FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION 'TYPE 4" EXISTING. STRUCTURE . SIDE CLOSURE RE0'D. (SEE PLAN VIEW) O C BUILD -OUT MOUNT SECTION SCALE : 3" = 1' -0" FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION TYPE 1" IUSE ANCHORS FOR OIRECT MOUNT ONLY @ 6" O.C. MAX. FOR TYPE 1 1 11 OR 12 O.C. MAX. FOR TYPE 111 1 IV, BUT 00 NOT EXCEED SCHEDULE SPACING). (DIRECT MOUNT) FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION TYPE 1• (USE ANCHORS FOR DIRECT MOUNT ONLY @ 6' O.C. MAX. FOR TYPE 1 1 11 OR 12" O.C. MAX FOR TYPE 111 1 IV BUT DO NOT EXCEED SCHEDULE SPACING) WALL MOUNT SECTION \ 1/6 -20 MACHINE BOLT 1 NUT @ 12 - O.C. STAGGERED (TYP. TOP 1 BOTTOM) 1/4' MAX. 1/6 -20 MACHINE BOLT & WINGNUTO OR WASHEREO NUT 0 @ 6' O.C. FOR TYPE 1 1 11 OR @ 12" O.C. FOR TYPE 111 & TYPE IV APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE � DATE_ 4-ait' /7 2000 BY PRODUCT CONTROL DIVISION BUILD:NG CODE COMPLIANCE OFFICE ACCEPTANCE N0. 00 - D 2 O/. 04- - O W N Q Qa J � <0 O 11 0 W N0) c 0 cn 0 0 • • 2 2 3 4 a 0 W n 3 NEGATIVE DESIGN LOAD W )PSF) TYPE 1 TYPE 11 TYPE 111 TYPE IV FOR MOUNTING CONDITIONS W/ "h OR - U - HEADERS L SILLS USING STUDS. BOLTS OR DIRECT MOUNT (al 6" O.C. BOLTS OR BAR REO'0. AT MIOSPAN OVERLAPS FOR MOUNTING CONDITIONS W/ HEADERS L SILLS USING STUDS. BOLTS OR DIRECT MOUNT MOUNT @ 6 0.C. BOLTS OR BAR REO AT MIOSPAN OVERLAPS FOR MOUNTING CONDITIONS w/ - h - OR - U - HEADERS & SILLS USING STUDS. BOLTS OR DIRECT MOUNT (al 12 0.C. NO BOLTS OR BAR REO AT MIOSPAN OVERLAPS FOR MOUNTING CONDITIONS W/ HEADERS & SILLS USING STUDS. BOLTS OR DIRECT MOUNT MOUNT (al 12 O.C. NO BOLTS OR BAR REO AT MIOSPAN OVERLAPS 1. max. (FT -IN) 1.. max. (FT -IN) L max. . IFT -IN) L max. IFT -IN) 4 0.0 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 -2 8 -8 9 -9 60.0 B -8 10 -9 8 -8 9 - 4 62.0 B -8 10 - . 8 -8 9 -3 65.0 8 -8 10 -4 8 -8 9 -0 70.0 8 -6 9 -11 8 -8 8 -8 72.0 B -4 9 -9 8 -7 8 -7 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 -7 130.0 4 -7 7 -3 5 -0 6 - 140.0 4 -3 7 -0 4 -7 6 -1 150.0 4 -0 6 -9 4 -3 5 -11 160.0 3 -9 6 -7 4 -0 5 -9 170.0 3 -6 6 - 4 3 -9 5 - 180.0 3 - 4 6 -2 3 -7 5 -5 190.0 3 -2 6 -0 3 -5 5 -3 200.0 3 -0 5 -10 3 -3 4 -11 210.0 2- 10 5- 9 3- 1 4- 9 220.0 2 -9 5 - 7 2 - 11 4 -6 230.0 2 -7 5 - 4 2 -9 4 - 4 POSITIVE DESIGN LOAD W (PSF) ACTUAL SHUTTER SPAN (1) IFT - 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 - 11 N.A. 3 -1/4 2 -1/4 80.0 5 0 2 2 - 1/2 1 - 1 /4 8 5 2 2 - 1/2 1 - 7/8 9 - 3 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 - 3/8 8 - 9 N.A. 3 - 1 /4 2 100.0 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 2 -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 -- - O I- D In W 0 EXISTING STRUCTURE © CONT. JP EMBED SEE MIN. SEPARATION FROM GLASS SCHED. 1/6 -20 MACHINE BOLT 1 NUT OD 12" 0.C. 1 ©CONT. ITYP. TOP L BOTTO SCALE : 3" = 1• - 0•' FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION - TYPE 4• 0 . SIDE CLOSURE REO•D. (SEE PLAN VIEW) NOTES: - THIS DETAIL. MAY BE USED AT TOP OR BOTTOM OF PANELS. - HEADERS 0 1 C3 CANNOT BE USED IN COMBINATION WI` H THIS OETAIL. DETAIL. 1/4 -20 MA HINE BOLT L WINGN T 6 OR WASHERED NUT (� 6 0.C. FOR TYPE IL 11 an 12" O.C. FOR TYPE 111 L TYPE IV ALT. BUILD -OUT MOUNT SECTION TABLE 1 - STORM PANEL SCHEDULE W 0 O W 0 SEE MIN. SEPARATION FROM GLASS SCHEDULE e-- O EMBED. ITYP.) NOTE THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANELS. SCALE : 3 = 1• - 0" EXISTING STRUCTURE FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION - TYPE 4 WALL MOUNT DETAIL 1/4 -20 MAHINE BOLT S. WINGN T 8 OR WASHERED NUT a @ 6" O.C. FOR TYPE I L II (A 12" O.C. FOR TYPE 111 & TYPE IV TABLE 2 - MIN. SEPARATION FROM GLASS SCHEDULE N.A. - NOT APPLICABLE - MUST MEET "NO BAR" REOUIREMENTS. 0 STORM PANEL J D O 1/4 -20 S.S. BOLT L WINGNUT @ PANEL MIOSPAN OR (ti) 51" O.C. MAX. ITYP1 z a 2"x2"x.125 MIN. TO E 4" x 4" ..125 MAX. CONT. 6063 -T6 ALUM. ALLOY OR 18 GAGE GALV. STEEL ANGLE p l STORM PANEL CORNER DETAIL O SCALE : 3 = 1' -0•' APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DAT . ei. /V 200 BY _ 1 `a �SL/ / .AIL PRODUCT CON oL DIViS'ON BU;I D:NG CODE COMPLIANCE OFFICE 1CCEPTM:CE NO 0(2-02'0/. 0¢ (U Zz H C/) H W I- Q 0 Q - 0 Cool CO a Q W off z O 2 W U - z > WJ N m Wz Z O 0 O W W NQ Q fl. J CC 0 < 0 . v) Q c7 W 0 W N OD N c 0 N CD FL Lic PE (Seale AS NOTED dea.gn by t JWK 0983 • • • 0 z z T 4 0 i a 3 V.J. KNEZE / H PROFESSIONA �G1NEE e No: 9 2000 0 1/113/0 0 (drawn by l MC ch•ch•d by vin dr•w.nq no. 00-013 sheet 3 of 6 ' FASTENER SPACING (INCHES) ANCHOR SCHEDULE LOAOS AND SPANS REQUIRED FOR VARIOUS DESIGN ANCHOR TYPE LOAD (W) P5p MAX. (SEE NOTE 1) 2" EDGE DISTANCE 3" EDGE DISTANCE SPANS UP TO 5' -0 (SEE NOTE 1) SPANS UP TO 8' -5 (SEE NOTE 1) SPANS UP TO 11' -4 (SEE NOTE 1) SPANS UP TO 5' -.0 (SEE NOTE 1) SPANS UP TO 8' -5 (SEE NOTE 1) SPANS UP TO 11'-4 - (SEE NOTE 1) CONNECTION 1 TYPE 2 3 4 CONNECTION 1 TYPE 2 3 4 CONNECTION 1 TYPE 2 3 4 CONNECTION 1 TYPE 2 3 4 CONNECTION 1 TYPE 2 3 4 CONNECTION 1 TYPE 2 3 4 12 :; 1111111111111111111111111111111D- 1 /4 - . ITW TAPCON W/ 1 - 1 /4 MIN. EMBEDMENT w/ ANY APPROVED HEAD 48 12 12 12 12 12 7 10 7 12 4 7 5 12 12 12 12 12 7 12 8 12 4 9 6 62 12 12 12 9 12 4 . 8 5 12 3 7 4 12 12 12 11 12 5 10 6 12 4 8 5 72 12 8 11 8 12 3 7 5 12 3 7 4 12 9 12 9 12 4 8 5 12 4 8 5 92 12 5 9 6 12 3 7 4 12 3 7 4 12 6 11 7 12 4 8 5 12 4 8 5 230 12 3 7 4 12 3 7 4 12 3 7 4 12 4 8 5 12 4 8 5 12 4 8 5 O 62 48 12 12 12 10 12 5 9 6 12 3 6 4 12 12 12 11 12 6 11 6 12 3 8 5 92 12 12 12 12 12 8 11 12 12 8 11 ( 12 230 12 8 14 12 12 8 11 12 12 8 11 12 0 1/4 RAWL V/ 1 - 1/6 - / 2AMAC NAIL - IN MIN. EMBEDMENT 72 12 7 10 6 10 V 6 4 10 "f. 5 4 12 8 12 7 12 3 7 4 12 3 7 4 92 12 4 7 5 10 5 4 10 5 4 12 5 9 6 12 3 7 4 12 3 7 4 230 10 // � 5 4 t0 J � 5 4 10 Y � 5 4 12 3 7 4 12 3 7 4 12 3 7 4 ) 1/4". W/ 7/0 L 1/4 - 20 (3 1St RAWL CALK EMBEDMENT SIDEWALK BOLT /4 HEAD( 48 12 12 12 12 12 11 11 12 12 7 8 9 12 12 12 12 12 12 12 12 12 8 12 11 62 12 12 12 12 12 7 8 9 12 6 7 8 12 12 12 12 12 9 12 12 12 7 12 10 72 12 12 12 12 12 6 7 8 12 6 7 8 12 12 12 12 12 7 12 10 12 7 12 10 92 12 9 10 10 12 6 7 8 12 6 7 8 12 11 12 12 12 7 12 10 12 7 12 10 230 12 6 7 8 12 6 7 8 12 6 7 8 12 7 12 10 12 7 12 10 12 7 12 10 I 1 iem mu 11111111•11111111\1111■■11111C 114 ELCO MALE / FEMALE - PA EMBED. t lI / - 20 SCREW BED. t 4. 20 SC W S STUD WI CSNE A sc WINGNUT OR MACHINE SCREW 48 12 12 12 10 12 5 7 5 11 3 5 4 12 12 12 10 12 5 9 6 12 3 6 4 62 12 9 10 7 12 3 6 4 10 5 3 12 10 12 8 12 3 7 4 10 % 6 4 72 12 7 8 6 10 / 5 3 10 5 3 12 7 10 6 10 3 6 4 10 6 4 9 2 12 6 5 10 % 5 3 10 5 3 12 4 8 5 / 10 j/ 6 4 10 �' 6 4 230 10 ! 4 j 5 3 10 j 5 3 10 5 3 10 / j/ 6 4 f 10 f/ / 6 4 10 4 6 ? _ 1.8 12 12 12 12 12 7 9 8 12 1. 6 5 12 12 12 12 12 9 12 10 12 5 10 7 11I 11111111111 I 62 12 12 11 10 12 4 7 6 12 3 6 5 12 12 12 12 12 6 11 7 12 4 9 6 1 /4 - o DYNABOLT ANCHOR ITW RED MEAD SLEEVE W/1 MM. EMBED. 72 12 9 10 8 12 3 6 5 12 3 6 5 12 11 12 11 12 4 9 6 12 4 9 6 92 12 5 8 7 12 3 6 5 12 3 6 5 12 7 12 8 12 4 9 6 12 4 9 6 230 12 3 6 5 12 3 6 5 12 3 6 5 12 4 9 6 12 4 9 6 12 4 9 6 �I 1 /4 RAWL 1/4 - 20 BOLT "N 48 12 12 12 12 12 10 11 11 12 6 8 8 12 12 12 12 12 12 12 12 12 8 12 10 DROP - IN L SIDEWALK MEAOI W/ MIN. MIN. . EMBEDMENT 62 12 12 12 12 12 7 8 8 12 5 7 7 12 12 12 12 12 8 12 11 12 6 12 9 72 12 12 12 12 12 5 7 7 12 5 7 7 12 12 12 12 12 7 12 9 12 6 12 9 92 12 8 9 10 12 5 7 7 12 5 7 7 12 10 12 12 12 6 12 9 12 6 12 9 230 12 5 7 7 12 5 7 7 12 5 7 7 12 6 12 9 12 6 12 9 12 6 12 9 FASTENER SPACING (INCHES) ANCHOR SCHEDULE LOADS AND SPANS REQUIRED FOR VARIOUS DESIGN ANCHOR TYPE LOAD (W) PSF MAX. (SEE NOTE 1) 3/4" EDGE DISTANCE .. . SPANS UP TO S -0 (SEE NOTE 1) SPANS UP TO 8' -5 (SEE NOTE 1) SPANS UP TO 11' -4 (SEE NOTE 1) CONNECTION 1 TYPE 2 3 4 CONNECTION 1 TYPE 2 3 4 CONNECTION 1 TYPE 2 3 4 I�1111111111111pppplppl . 1/4 WOOD LAG SCREW W/ 1 - ) /4 PENETRATION (SHEAR PARALLEL TO GRAIN) 48 12 12 12 12 12 11 9 12 12 7 7 9 6 2 12 12 12 12 12 7 7 9 12 5 6 8 72 12 12 10 12 12 5 6 8 12 5 6 8 92 12 9 8 10 12 5 6 8 12 5 6 8 230 12 5 6 8 12 5 6 8 12 5 6 8 1 1111111111111111111111111111. 1 /L W000 LAG SCREW W/ 1 - 3/4 - PENETRATION (SMEAR PERPENDICULAR TO GRAINI 48 12 17 12 12 12 11 7 12 12 7 5 9 62 12 12 10 12 12 7 5 9 12 5 5 8 72 12 12 8 12 12 5 5 8 12 5 5 8 92 12 9 6 10 12 5 5 8 12 5 5 8 230 12 5 5 8 12 5 5 8 12 5 5 1 8 I iiiim1111111111■m:. 11111 IRo11111111111\1 mo yd. ELCO MALE /FEMALE - PANELMATE w/ 1 - 1/4 - MIN. EMBED. L 1/4 -20 SIDEWALK BOLT 4 8 12 12 12 12 12 12 12 12 12 10 12 12 62 12 12 12 12 12 11 12 12 12 8 11 12 72 12 12 12 12 12 8 11 12 12 8 11 12 92 12 12 12 12 12 8 11 12 12 8 11 ( 12 230 12 8 14 12 12 8 11 12 12 8 11 12 ANCHOR NOTES: 1. SPANS & LOADS SHOWN HERE ARE FOR ANCHOR SPACING ONLY. ALLOWABLE SHUTTER SPANS FOR SPECIFIC LOADS MUST BE LIMITED TO THOSE SHOWN IN TABLE 1. SHEET 3. 2. ENTER TABLE BASED ON THE EXISTING STRUCTURE MATERIAL. ANCHOR TYPE AND EDGE DISTANCE. 3. CHOOSE DESIGN LOAD GREATER THAN OR EQUAL TO NEGATIVE DESIGN LOAD ON BUILDING AND CHOOSE SPAN GREATER THAN OR EQUAL TO SHUTTER SPAN. 4. REFERENCE SPACING FROM APPROPRIATE CONNECTION TYPE. SEE CONNECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. 5. MINIMUM EMBEDMENT ANO EDGE DISTANCE EXCLUDES WALL FINISH STUCCO. 6. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS W/ MIN. EMBEDMENT INDICATED ABOVE. 7. WHERE EXISTING STRUCTURE IS WOOD. WOOD FRAMING CONDITIONS VARY. FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE W000 FRAMING MEMBERS. NOT PLYW000. FASTENING TO PLYWOOD IS ACCEPTABLE ONLY FOR SIDE FRAMING. 9. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING. FASTENER SHALL BE LOCATED IN CENTER OF NOMINAL 2" x 4" (MIN) WOOD STUD. WOOD SHALL BE OF SPACIFIC GRAVITY G • 0.55 OR GREATER OENSITY. 10. MACHINE SCREWS SHALL HAVE A MINIMUM OF 1/2" ENGAGEMENT OF THREAD IN BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD. TRUSS HEAD. OR WAFER HEAO (SIDEWALK BOLT). U.O.N. 11. 1/4 - 2Q TRUSS HEAD BOLTS MAY BE USED IN LIEU OF 1/4 - 20 SIDEWALK BOLTS. 12. EXISTING STRUCTURE MAY BE CONCRETE. HOLLOW BLOCK. OR W000 FRAMING. WHERE EXISTING STRUCTURE I5 SHOWN AS CONCRETE, IT IS FOR PRESENTATION ONLY. REFERENCE ANCHOR SCHEDULE FOR PROPER ANCHOR TYPE BASED ON TYPE OF EXISTING STRUCTURE. 13. DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. )1( DESIGNATES ANCHORS WHICH ARE REMOVABLE. REQUIRED FOR DIRECT MOUNT (a) 6" OR 12" SPACING ONLY. SPACING NOT TO EXCEED VALUE SPECIFIED IN ANCHOR SCHEDULE. W Q - 4-- I- tit 3 XO: w~ N ■ 1111111111111111111111111111111 D > 1/4 - • ITW TAPCON W/ 1 -1/4 MIN. EMBEDMENT W/ ANY APPROVED HEAD e 0 1/4 RAWL 2AMAC NAIL-IN W/ 1 -1/8 MIN. EMBEDMENT 1/4 - 44 RAWL CALK -IN W/ 7/12 EMBEDMENT t 1 /4-20 SIDEWALK BOLT 13/4 HEAOI 6 8 5 8 F 5 3 6 12 7 11 4 8 4 8 5 3 7 10 S 9% 6 3 7 iQ 5 10 3 7 3 7 A S 7 77 J%!! 5 orA 0 0y %OVA /Er AEI' A FI /r IMI IEIVAQW WEIVAEI 12 12 12 12 11 6 10 6 3 8 5 3 7 4 3 6 4 3 6 4 5 9 1 6 12 12 12 10 12 12 12 12 10 10 10 11 8 12 3 11 3 11 3 11 3 11 3 10 10 10 10 8 12 ©05 10 %©© 10 10 %©© 10 10 %/©© 10 8 ©©© 6 4 3 6 %0f%Qn 3 5 E ©N© ©. %©%iQ'///iQ AEll' 9 3 r rA o AFINWAYAIIIIMEINIEN 6 4 12 12 11 I 8 12 ANCHOR TYPE 1 •N1 \1111\1■■■■■11■11> m1u 11111111111111111Ni 1/4 ELCO MALE /FEMALE - PANELMATE W/ 1-1/4, EMBED. L 1/4 -20 SCREW STUD W/ WASHEREO WINGNUT OR MACHINE SCREW gie M 11111111111 1/4 ITw REO HEAD OYNABOLT SLEEVE ANCHOR w/1 -1/8 MIN. EMBED. I, 2 - SCREW ROD 1/6 -20 ITW EPCON EPDXY ANCHOR WI S.S. MACHINE SCREW W/ 2 MIN. EMBED. FASTENER SPACING (INCHES) REQUIRED FOR VARIOUS DESIGN LOADS ANO SPANS LOAO (WI PSF MAX. (SEE NOTE 1) 48 62 72 92 230 48 62 72 92 230 48 62 72 92 230 48 62 72 92 230 48 62 72 92 230 48 62 72 92 230 2" EDGE DISTANCE SPANS UP TO 5 (SEE NOTE 1) SPANS UP TO (SEE NOTE 1) SPANS UP TO SPANS UP TO (SEE NOTE 1) (SEE NOTE 1) 12 6 1 7 5 CONNECTION TYPE 1 1 2 1 3 4 CONNECTION TYPE 11213 4 CONNECTION CONNECTION TYPE TYPE • 11213 1. 11213 4 12 I 8 / 4 3 6 3 12 12 9 5 1 I 6 3/ 5 3 11 5 7 4 1 1 ' 4 � 5 / 3/ 5 3 8 j/ 5 3 6 /,‘ 3 / 10 1 9 I 7 5 12 1 12 11 L. 12 1 8 1 8 1 6 1 10 1 3 1 5 4 121315 4 9 413 12112112 10 5 7 1 5 12 12 12 4 10 12 11 9 7 5 12 12 12 12 12 10 1 12 11 1 12 6 12 1 8 12 12 12 12 12 12 12 5 12 12 12 11 12 1 12 12 12 10 12 7 12 ANCHOR SCHEDULE 9 A 4 3 3 V 4 3 7 5 5 5 12 1 8 1 12 1 5 11 11 11 11 7 12 1 5 11 7 12 1 5 11 7 12 1 5 11 7 12 7 12 7 12 7 12 12 12 12 12 12 12 12 1 12 8 12 5 11 3" EDGE DISTANCE 12 12 10 SPANS UP TO 8' -5 (SEE NOTE 1) CONNECTION TYPE 1 2 3 4 12 12 12 12 12 10 7 5 5 5 12 12 11 11 11 SPANS UP TO 11' -4" (SEE NOTE 1) 11 1 12 1 6 8 71115 7 1 12 1 5 7 1 12 1 5 CONNECTION TYPE 2 3 4 12 11 11 11 11 8 7 7 7 7 APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE / DATE �-r L2 L44. /7,200 BY PRODUCT CONt'kct. DIV:S:ON BUILDING CODE COMPLIANCE OFFICE .1CCEPTANC: ND.. OO'_O O 1 04 o WZ Cl. J CC Q � Iij O NN N C 0 In 0 Oft i 3 0 a 3 r ___ __ _ ____ _ V.J. KNEZ CM P HOFESSI UNpCJNGINEER FL LicAffse No: PE 10983 AS NOTED d• .gn by 1WK 01/18/00 drawn by MC 1checl."tl by l V 1K Cr awing no. 00 -013 sneer 4 of 6 V.J. KNEZEV H PROFESSIO • GOJEE FL Lice e No PE • • 0983 :Aim 'ji MOW /18/00 Ilia ra. n 134 d•a.gn by l rcn•cl.•d by JMK Jl via dray.nq no. 00-013 sneer 5 of 6 THREE 1/4"0 W000 LAG SCREWS W/ 2 -1/4" MIN. EMBED. p 24" 0.C. MAX. CONT. 2" x 4" x 1/8" ALUM. ANGLE OVER W000 MEMBERS 1 /L -20 MA HINE BOLT & MINGN T 6 OR WASHEREO NUT Ba 6" 0.C. FOR TYPE 1 1 11 (ad 12" 0.C. FOR TYPE III i TYPE IV SEE MIN. SEPARATION SEE MIN. SEPARATION FROM GLASS SCHEDULE 1 1/2- 1 -1/2" 0 2" x 2" ..093" ALUM. STUD ANGLE IMAX. DESIGN LOAD • 72 PSFI I ✓m 11 II II (1 � .0 NOTE: THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANEL. © EDGE MOUNT DETAIL O SCALE . 3" • 1•-0" X 4 E in J. 0 (MAX. DESIGN LOAD 2 72 PSFI SOFFIT CONNECTION DETAIL SCALE : 3" = 1' -0" 5/16" 0 RAWL CALK -IN (A 5 O.C. w/ 1" MIN. EMBED. INTO CONC. OR HOLLOW BLOCK w/ 5/16 -18 MACHINE SCREW O 2" x 5" x 1/6" CONT. ANGLE 6063 -T6 ALUM. W/ 1/4 STUD all 12" O.C. WOOD ROOF TRUSS OR FRAMING MEMBER SHALL BE PERPENDICULAR TO PANEL ••14 SMS BETWEEN TRUSSES (63 12" O.C. STUCCO FINISH OR PLYWOOD SOFFIT 2 -1/2" L CALK -IN W/ 7/8" MIN. EMBED. 1 @ 11- O.C. IN CONC. OR (d) 7" O.C. IN HOLLOW BLOCK WITH 1/4 -20 MACHINE SCREW 1/4 MACHINE BOLT @ 12" O.C. 1/4" MAX. 1/4 -20 MAff BOLT 1 WINGN T (6 OR WASHEREO NUT 6" 0.C. FOR TYPE 1 l 11 (d 12" 0.C. FOR TYPE III 1 TYPE Iv 3" 2 "x 4 /13" 5" 6063 -16 ANGLE 1/4" MAX. IMAX. DESIGN LOAD • 72 PSF) ANGLE TO "U" HEADER BUILD -OUT SCALE . 3" . 1' -0" E 0 EMBED. GLASS OR DOOR 2" x 2" x .093" ALUM. STUD ANGLE " - 3/4" PLYWOOD 2" x 4" x 1 /8" CONT. ALUM. TUBE 16063 -16) MAX. 1/6" TILE FINISH MATERIAL 1r7r- 1/4 "0 RAWL CALK -IN @ 7 - O.C. WITH 7/8" MIN. EMB. IN CONC. OR HOLLOW BLOCK OR 1/4"0 LAG SCREW (A 12" 0.C. W/ 1 - 1/2" MIN. EMB. IN WOOD. WOOD SHALL BE OF SPECIFIC GRAVITY "G" OF 0.55 OR GREATER ••■ 1/2"O THRU BOLT (ia 12" 0.C. I - � ` /4 "0 RAWL CALK -IN (,B 12" O.C. EMB.I HOLLOW BLOCK OR 1/4 LAG SCREW @ 24" O.C. W/ 1 -1/2" MIN. EMB. IN W000 W000 SHALL BE OF SPECIFIC WITH 7/6" MIN. EMB. IN CONC. OR GRAVITY "G" OF 0.55 OR GREATER (MAX. DESIGN LOAD 2 72 PSF) "PASS THRU" DETAIL SCALE : 3" = 1' -0" . C) 2" 2" 1/8" CONT. --.. A- _... .... 6063 -T6 2" x 2" x 1/6" STUODEO ANGLE TWO -2" x 5" r 1 /6" 6063 -T6 ALUM. ANGLE (MAX. DESIGN LOAD • 72 PSFI 1/6 -20 MACHINE SCREW STUD W/ WING NUT C0 6" O.C. TO PANEL ANGLE CONNECTION STUDDED STORM PANEL 1/4 -20 MACHINE SCREW STUD W/ NUT (8) 6" O.C. ANGLE TO ANGLE CONNECTION THREE -1/4 - 0 RAWL CALK -IN @ 6" O.C. W/ 7/8" MIN. EMBED. IN CONC. W/ 1/4 -20 MACHINE SCREW ASSEMBLY MOUNT O SCALE . 3" • V -0" APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE a4I.a1.. /,, 2-00 DAT BY PRODUCT CONTROL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO 017 - 0 20/.04- SCALE: N.T.S ©2" x 2" x .093" ALUM. STUD ANGLE 1/4 -20 MA NINE BOLT & WINGN T 8 OR WASHEREO NUT a (A 6 0.C. FOR TYPE 1 i 0 (m 12" 0.C. FOR TYPE III L TYPE IV TWO -3/16" ALUM POP RIVETS @ 12" O.C. O EDGE MOUNT DETAIL N SCALE 3" = 1' -0" 13" 1/4"0 RAWL CALK -IN @ 6 0.C. W/ 7 /e" MIN. (MB. IN CONC. W/ 1/4 -20 MACHINE SCREW INTERIOR FASTENING ANGLE ASSEMBLY. SCALE: 1 -1/2" • 1' -0" NOTE: THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANEL. IMAX. DESIGN LOAD • 72 PSFI STORM PANEL INTERIOR FASTENING DETAIL 3/8 HOLE FOR FASTENING PANEL 2" x 2" ALUM. STUD ANGLE INTERIOR FASTENING ANGLE ASSEMBLY SCALE: 1 -1/2" • 1' -0" PUNCH MOLES IN ADJACENT PANELS TO RECEIVE THIS BOLT PLACE PANEL OVER EACH ADJACENT PANEL AND FASTEN WINGNUTS FROM THE INSIDE (3 2 "x3"x - OR 2" x 5 - x 1/8" 6063 -16 ALUM. ANGLE O 2" x 3" x 1 /8" TO 2" x 5" x 1/8" 6063 -16 ALUM. ANGLE w/ 1/4 STUD (10 12" O.C. 1/4 -20 MACHINE SCREW STUD W/ NUT Co 6" O.C TW0-1/4 DROP -IN ANCHOR 00 7" O.C. w/ 1 MIN. EMBED. IN CONC. (USE WITH DETAIL 0 1 Ow ow N za <0 ( . 0) Ow oW 0 to 0 0 7. on z u 4 2 3 0 W n 3 • 2" x 2" x .055" 6063 -T6 CONT. ALUM. TUBE — EMBED. O SCALE : 3" . 1' -0" 1/1.-20 MACHINE SCREW (m 6 O.C. 1 /L - 0 RAWL CALK -IN W/ 7/13 MIN. EMBED. IN CONC. OR HOLLOW BLOCK @ 6 O.C. NOTE: THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANEL. IMAX. DESIGN LOAD z 72 PSFI • 2 x 2 x .093 STUDDED ANGLE 2" x 2" ALUM. TUBE BUILD -OUT 2"x2 STUDDED ANGLE 1/4-20 MACHINE BOLT L WINGNUTO OR WASHERED NUT Ba (0 12 O.C. FOR TYPE 1 L II OR @ 6" 0.C. FOR TYPE 1I1 L TYPE IV EXISTING C.B.S. TWO - 5/16 "0 CALK -IN 00 3-1/8 - O.C. W/ r MIN. EMBED. IN CONC. OR HOLLOW BLOCK W/ 3 -3 / MIN. EDGE DIST. W/ 5/16 -10 MACHINE SCREW © 2" x 2"x .093" STUDDED ANGLE (MAX. DESIGN LOAD s 72 PSFI 2 x 3 x 1 /L x (Y-6 6063 -T6 ALUM. ANGLE ITYP. roP L BOTTOM) NOTE: THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANEL`. 0 N12 SMS (0 12" O.C. TWO- 1 /4-20 MACHINE SCREWS ALT. LEG DIRECTION STORM PANEL SUPPORT BEAM SCALE : 3" x 1' - 0" 2 x 7 - x 9' -7 MAX. Tt.0.13 - . Twx0.055 6063 -T6 ALUM. LAP BEAM 1/L -20 MACHINE BOLT L WINGNUTO OR WASMERED NUT Ba @ 12" O.C. FOR TYPE I L II OR 01 6" 0.C. FOR TYPE 111 L TYPE IV 1/4"0 THRU BOLT @ 12 O.C. ANGLE TO ANGLE CONNECTION 1/L"0 RAWL CALK -IN (ID 11" O.C. W/ 7/0" MIN. EMBED. INTO CONCRETE W/ 1/L -20 MACHINE SCREW 2 xlslx 1/8" 6063 -T6 ANGLE NOTE: THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANEL. IMAX. DESIGN LOAD s 72 PSFI © 2 x 2 x .093 - STUDDED ANGLE ©2 x.093 STUD ANGLE O V STORM PANEL BUILD -OUT SCALE : 3 . 1' - APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DATE I� LC 1 /7, Z000 BY PRODUCT CONTROL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO 0D - O ZO(. 04— 1/L -20 MACHINE BOLT L WINGNUT BOOR WASHEREO NUT Ba @ 12 O.C. FOR TYPE I L 11 OR (A 6" O.C. FOR TYPE 111 L TYPE IV „ -J wZ NQ a J � <0 YI ow o w NN co C 0 0) m •cal• AS NOTED d••.qn by JWK 0 0 u z 0 a T V.J. KNEZEV PROFESSIONAL (drawn by ` MC [checked byl l VJKJ drawing no. 00 -013 sheet 6 of 6 LAND BOUNDARY SURVEY FOR: JAY WEAVER LEGAL DESCRIPTION: LOT 7, BLOCK 38, "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. NOTES 1. BASIS OF BEARINGS AS INDICATED ON SKETCH. 2. LEGAL DESCRIPTION PROVIDED BY CLIENT. 3. THE LANDS SHOWN HEREON WERE NOT ABSTRACTED BY THIS OFFICE FOR EASEMENTS, RIGHT —OF —WAYS, OWNERSHIP OR OTHER INSTRUMENTS OF RECORD. 4. ELEVATIONS SHOWN ARE BASED ON NGVD AND ORIGINATE FROM DADE COUNTY BENCH MARK NO. N -397 ELEV. = 6.50 FT. BM IS A PK NAIL & BRASS WASHER SET IN TOP OF CATCH BASIN. NE 2nd AVE. /NE 103rd ST. LEGEND: A.E. _ CB = C.B.S. = C.L.F. _ CONC. _ D.E. _ D.M.E _ H FH = FIP = FIR = FNC = FNT = GV = OHW = LME _ L. ?. L.E. _ ME _ MH = / / /// = P.O.B. = P.O.C. = P.P. _ P.R.M. _ Si° _ SIR = SNC S/w = U.E. U.P. _ WM = WF = WI F = M F = DATE: 11/13/03 SCALE 1" = 20' JOB.NO. 950 -03 SHEET 1 OF 1 V AIR CONDITIONER ANCHOR EASEMENT CATCH BASIN CONCRETE BLOCK STRUCTURE CHAIN LINK FENCE — x — CONCRETE DRAINAGE EASEMENT DRAINAGE MAINTENANCE EASEMENT FOUND DRILL HOLE FIRE HYDRANT FOUND IRON PIPE FOUND IRON ROD FOUND NAIL AND CAP FOUND NAIL & TAB GATE VALVE OVERHEAD UTILITY WIRE — LAKE MAINTENANCE EASEMENT LIGHT POLE LANDSCAPE EASEMENT MAINTENANCE EASEMENT MANHOLE • NON VEHICULAR ACCESS LINE POINT OF BEGINNING POINT OF COMMENCEMENT POWER POLE PERMANENT REFERENCE MONUMENT SET 5/8" STEEL PIPE SET 5/8" IRON ROAD SET NAIL AND CAP SIDEWALK UTILITY EASEMENT UTILITY POLE WATER METER WOOD FENCE —//— WIRE FENCE —x — METAL FENCE —//— V -z REVISIONS Q PROPERTY ADDRESS: 344 NE 102nd STREET, MIAMI, FLORIDA R.T. BOGLE & ASSOC., INC. LAND SURVEYORS ( LB # 4684 ) 7080 TAFT STREET, HOLLYWOOD, FL. 33024 TEL. (954)961 -8008 FAX. (954)961 -8119 /250.00' DATE • • /r • •a • • • • • • • •• • DRAWN BY: MD 11fa/a3• f • • • • • • • • • FIP 3/4' 0 O tri . -• 9 y _ FD 10.0' 10.4' N.E. 102nd STREET 20' ASPHALT PAVEMENT lj ;; ✓j I8.5 y . PORCH v' N. 0 .5' N v ni • • • • •• 6.5' •• ••• • • • • • •• • 5' CONC S/W 12.5' 50 50. u N 35.1' SURVEYORS CERTIFICATE 00 00' A/C 15' ALLEY 9' ASPHALT PAVEMENT FDH 20.1' ao CBS x GARAGE , N EL. = 9.64 20.1' 0 4.9' r,. 5.0' 14.6' 1 6.1' 5.1' Cal (41 pS- -IIIzI FIP 3/4" Q 6 C, �0- ^' gL 0 55' BM. PAINT MARK ON ASPHALT EL= 9.54' I HEREBY CERTIFY THAT THE ATTACHED SKETCH OF SURVEY IS TRUE AND CORR= T TO THE BEST OF MY KNOWLEDGE AND BELIEF AND THAT IT NE Ns THE I MPMUITECHNICAL STANDARDS ADOPTED BY THE FLORIDA ` A BOARD OF LAN SU'VEYORS IN CHAPTER • 61 c17:6 0. TH E FLONIDA AFMINISTRATIVE •• CODE. • • • •• • • ••• • • DATE OF SIGNATURE: 11/14/03 •. • • • S E PL NOT LatID 4.1141ES$•STr,gl7ED WITH EMBOSSED SEAL ROBERT T. B PROFESSIONAL SURVEYOR AND MAPPER (N0.3277) STATE OF FLORIDA I` • :a? } I I I t - - - � �' 1 I I • ".. I f ___ - r I �1 �, � ,� T 1 1 1 1 1 : I:L1, 1 I I I II rr I .; t II 1 I II I I 1 I Y I II II I 11 II 11 iL . 11 I E1EE 1 1 ,I -, ■ • 0 _1 'a L PICKETS 4x W PICKETS 5TRINGERS n4' 4 -0 " SEC TION J -J SCUh O" 4 -0 — 2 -20d GALV. COMMON NAIL PER STRINGER PREDRILL 5TRwGER HOLE'S TYPICAL AT 6TRINGERS I -�' I� EACH PoBT- SEC T.ION A -A L404n0140r: Scala: 3/4".: d STOCKADE SCALE: I/2 " . I' -0" SECTION B -B &Cola 5/4 -o N I 4� 'J404 2 -20d GALVL COMMON NAILS PEA STRINGER. PREDRLL STRINGER MOLES TYPICAL AT EACH POST. STOCKADE 5 C ALE: I/2 .I'- 0" SECTION H -H 5cob 4/4 . 1 -0' 4.-0. ,I E � • O - f ) S.r� .TORS I µ•. Ik" SECTION C -C Scots 44% 1 ENDS J 4"x4 oa4xs. # 3 -204 GALV. COMMON NAILS EACH C-10E. SECTION D -D SCOIe: a /4' - - 0" K i SECTION K -K Guvlot l'-o• D 11 — Tr BASKET WEAV E SCALE: 1/2 I' -0" 4'- 0 SE C TION E -E SCda'5/4 = 1 -0" PICKETS — } CENTER.' POD ' RR ' 2- dS oL' COMMON 1 111111 REDRILL GAR ^--�/ `\ 14.x4 oce 2 -20d SALV COMMOAI ` 5TRINGER ������111111 t 04. NAILS PER STRINGER. PREDRILL STRINGER HOLES TVP. AT EACH POST. SECTION L - L Scala: 3/4..e -o. VER: KCAL �Y/fICC 77ZZ !� i"� file �S - COd Get, OARDS reX4•RR IiIG I "OI 0 1 I I Q' Ia SECTION - F -F — I k - -- t 1 11 n0 COMMON NAILS • 1 HORIZONTAL SHADOWBOX S C A L E: I/ 2 1'- 0" -3 SECT ON M -M . scOla,Tf4.1 =0" 4 - - - L - - 0" -'.- -- - -- - -- -" - y - -- -- ..5..0 PICKETS yt'14 2- 200 Li".' V. CoMHON NAILS PER STRINGER. PREDRILL STRINGER HOLES TYP. Ar EACH PO IsT. V E R T I C A L S H A D O W B O X S. C A L E : I` 2" = 1'- 0" tL N - NI- - ir - N ..� SECTION N -N SCOIa W"1' - O . ' 0 0 tD 404. �K43. STRINGER 1 /x " x 272 4f4 BOLT IN CONC POCKET " 0 BT 2, Oo DOUBLE GATE SCALE: 1/2 3 -0 1' I SINGLE GATE SCALE 1/2 " - 1 1 - 0" • POST FOCTING- SCALE: I/2 ". I' 0" SCROD SERERAL. .SPECIFICATIONS PICKETS: Pressure Treated No.2 Dense Redwood Dense Structural Cypress •nd Cedar Group .111..._... . Sines: 1/2" x 4" x 4', 1/2" a 6" x 4" 1 °'x 4" x 4', 1" x 6" s 4" 1/2" x,4° x 6', 1/2" x 6" x 6' 1" x 4" x 6', ,. x 6" x 6' STRI110PR8: Pressure TreAted Pine No.2 Dense Size: 2" 44" It 4' PoSTS• Pressure Treated Pine N. 1 cons.; 21003 Sine: 4" x 4 e' Pressure Treated Pine 14o.2 Sias: 4" x 6 " :o 6' . `� """"" A 41 �l i , VAN MEEK f: F •.i 7200 S 72 f yea °MIAMI' ' FLORIDA �' 'TEL . ..596:4334 .-494-.50JLEC4 B'PEREDAE NG - .17382 REVISION 1 DATE HINGE 1 12" NDARD WO TAI LS FRAM , �•GA T'E' 1,".0 CR I P�LI C N ,.. . E' PICKET" 3V2 x 1/2". HARDWARE BY: Arco Tpfh Tool' andTiou 7COI"p. HI"15 - HT 10643'3' ± LATCH : 0,L 200 e . CANE BOLT CBD 5 01 °R . POST.' 0,.:51 E SATE 4.,K " :o - SINGLE GATE : 4 - i 4'" D D Soil 4' -O" 1' -0" ' 2,500 p s f == Average Soil 4' -0" 1' -3" 1,500 p s f -- Poor Soil 2' -10" 12° 2,500 p s f -- Average Soil for 4 x 6 or 4 x,4 Posts 3' -4" 8 "' 2;1b0'15 'S""C' = =' Average•• -Soil. for.4.x 4 Post Only 3' -9" 1,500 p s f -- Poor Soil for 4 x 4 and 4 x 6 Posts GENERAL NOTE2 1 IN. ALL,CASES TO ec P.T. PINE. 2-PICKETS TO BE RED .V0 RED CYPRESS, CEDAR. P.T. VINE. 3 - NAIL5 1 ,:3NG GALVANCED WITH EPDXY "3:041 :: DIVERGENT LEG+GRIR MAI4UFACTL1GEO BY 'DUO PAST" PRODUCT•S INC 4-4LL POST D;M6NGIoNS APE AGTUAt FENCES C3 , I E C1 I LT. CO. 'I NC- : .J62 P1 -' 50TH S T.•. •., , M•IA.MI FLORIDA - 1 (3O5) -34- 501. • . : . AWN BY CNK0. BY DATE JO NO. DWG. NO. G. V- [. 7 -3 -78 004 :IMO 1 OF 1 ;.c rr -- - THESE PLANS ARE APPROVED FOR ISSUANCE OF A BUILDING PERMIT ID WITH NO VARIANCES • WITH VARIANCE(S) LISTED IN "REMARKS" NO OTHER DEVIATIONS FROM THE MIAMI SHORES BUILDING AND ZONING ORDINANCES WILL BE PERMITTED, UNLESS SPECIFICALLY LISTED BELOW. ALL OTHER APPLICABLE STATE AND COUNTY LAWS MUST BE COMPLIED WITH BY ALL PARTIES. Authol?ed Signature Date FIRE DEPARTMENT PUBLIC WORKS � - — -- - - - -- - - - POLICE DEPARTMENT 1 „BUILDING DIRECTOR ' PLANNING & ZONING BOARD VILLAGE COUNCIL APPROVAL PRELIMINARY: FINAL: REMARKS: COMPLIANCE WITH THE SOUTH FLORIDA BUILD! :<G "ODE AS ADOPTED BY MIAMI SHORES VILLAGE IS REQUIRED. TXE AiRCHI T ECT, BUILDER a SUB CONTRACTORS ARF. ^'" :‘ .'7.- -.''.' = K 0 PIE OF AR BUILD- ING REGULATIONS WHETHER OR NOT SPECIFICALLY INDICATED HER M. BUILDINGS GREATER THAN 60 FEET HIGH MEAN ROOF ELEV. FEET DESIGN LOADS -PSF EXPOSURE C DESIGN LOADS -PSF EXPOSURE D ZONE ZONE ZONE ZONE ZONE ZONE ZONE ZONE 5 5 6 7 5,6,7 5 6 7 + - - - + - _ _ 10 35.5 EVALUATE NEGATIVE LOADS AT ROOF ELEVATION 53.0 EVALUATE NEGATIVE LOADS AT ROOF ELEVATION 20 38.5 56.1 30 43.2 60 9 40 46.9 64.5 50 50.0 67.4 60 52.7 69.9 80 57.2 59.6 90.5 121.3 74.0 77.1 117.1 157.0 100 62.5 65.0 97.9 130 77.4 80.6 122.4 164.2 120 64.3 66.9 101.6 136.3 80.3 83.6 126.9 170.3 140 67.1 69.9 106.1 142.4 82.8 86.2 130.9 175.6 160 69.8 72.6 110.3 147.9 85.1 88.5 134.5 180.4 180 72.1 75.1 114.0 153.0 87.1 90.7 137.7 184.7 200 74.3 77.4 117.5 157.7 88.9 92.6 140.6 188.6 220 76.4 79.5 120.8 162.0 90.7 94.4 14.3.3 192.2 240 78.3 81.5 123.8 166.1 92.2 96.0 145.8 195.6 260 80.1 83.4 126.7 169.9 93.7 97.6 148.2 198.8 280 81.9 85.2 129.4 173.6 95.1 99.0 150.4 201.7 300 83.5 86.9 132.0 177.0 96.5 100.4 152.5 204.5 320 85.0 88.5 134.4 180.3 97.7 101.7 154.4 207.2 340 86.5 90.1 136.8 183.5 98.9 103.0 156.3 209.7 360 87.9 91.6 139.0 186.5 100.0 104.1 158.1 212.1 380 89.3 93.0 141.2 189.4 101.1 105.3 159.9 214.4 400 90.6 94.3 143.3 192.2 102.2 106.4 161.5 216.6 BUILDINGS EQUAL OR LESS THAN 60 FEET HIGH DESIGN LOADS -PSF EXPOSURE C MEAN ROOF ELEV. FEET ROOF SLOPE > 10 DEG. ROOF SLOPE = <10 DEG. ZONE ZONE ZONE ZONE ZONE ZONE 4& 5 4 5 4 k 5 4 5 + - - + - - 15 43.2 45.9 57.2 39.6 42.0 52.1 20 46.9 49.9 62.1 42.9 45.6 56.6 25 50.0 53.1 66.2 45.8 48.6 60.3 30 52.7 56.0 69.7 48.2 51.2 63.6 35 55.0 58.5 72.8 50.4 53.5 66.4 40 57.2 60.8 75.7 52.4 55.6 69.0 45 59.1 62.9 78.3 54.1 57.5 71.4 50 60.9 64.8 80.7 55.8 59.3 73.6 55 62.6 66.6 82.9 57.3 60.9 75.6 60 64.2 68.2 85.0 58.8 62.4 77.5 788 NOTES: BLDGS. 60 FT. HIGH OR LESS a = 10% OF MINIMUM WIDTH OR .4h, WHICHEVER IS SMALLER BUT NOT LESS THAN EITHER 4% OF MINIMUM WIDTH OR 3 FT. LOADS, POSITIVE AND NEGATIVE ARE TAKEN AT MEAN ROOF HEIGHT AND APPLY TO ALL FLOORS. LOADS BETWEEN ELEVATIONS SHOWN IN TABLE CAN BE INTERPOLATED. h �- NOTES: Z WIND LOAD TABLES FOR COMPONENTS & CLADDING AS PER SPECIFICATION ASCE 7 -88 & ASCE 7 -93 BASIC WIND SPEED: 1101 MPH IMPORTANCE FACTORS: 1.05 TRIBUTARY AREA: 20 SQ. FT. BLDGS. GREATER THAN 60 FT. IN HEIGHT. USE EXPOSURE C FOR NON - COASTAL AREAS. USE EXPOSURE D FOR COASTAL AREAS. a = 5% OF MINIMUM WIDTH OR 0.5h, WHICHEVER IS SMALLER. POSITIVE LOADS CAN BE GRADUATED FLOOR BY FLOOR USING ELEVATION ABOVE GRADE AT PARTICULAR FLOOR. NEGATIVE LOADS MUST BE TAKEN AT MEAN ROOF HEIGHT AND APPLY TO ALL FLOORS. LOADS BETWEEN ELEVATIONS SHOWN IN TABLE CAN BE INTERPOLATED. SEE ABOVE ILLUSTRATION FOR DETERMINATION OF ZONES. DR. HUMAYOUN FAROOQ STRUCTURES F1A PE # 16557 � 1 2 1999 TEES DOCUMENT L9 NOT VALID WITHOUT IRE EMBOSSED SEAL OF AN MGM= EMPLOYED BY AL- FAEOOQ CORPORATION. NO PORTION OF THIS DOCUMENT MAY BE USED OR REPROOUCW IN ANY MANNER WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF AL- FAROOQ CORPORATION (EXCEPT. HOWEVER. FOR THAT PORTION OF ASCE 7 -88. SET FORTH HERON). AL- FAROOQ CORPORATION ENGINEERS, PLANNERS & PRODUCT TESTING 1235 SW 87th AVENUE MIAMI, FLORIDA 33174 (305) 264 -8100 194 -U'11