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1310 NE 101 St (13)f r 6s� 1 t0 s,(1_ g° e °e $ 11 1,3 Z40 S v I 47 2r4 (17 /2. = a4:7)�_. ; i 79 - 1 1 Li7 CE•TTER SihS OONFIG4DATION ODOR Wins 1 ! OF ; L'''ITER S1LES IF To 9'-(T % ° 2 9"-1" 3O 11' -1G 1 I 2 17-0' TO 13' -1n . 3 140" TO 15' -1F . 4 1541' TO 16'-7 r 5 OOOR 1iElG CONS/STS OF 6'-6" SECTIONS 16' 2 SECTIONS 21' 6'-9" STI;T]DN 15 3 SECTIONS 21' 7 �iONS21' - 7-3" - 7"-6` SICRIOtS 11" - 7'--9" SBLTi0NS 116" 1 51:11ON 21" 6' SECTIONS ax-,2 SET:DONS 21" 8'-3' S1ICThOtS 113" 3 SECTIONS 21" 8'-B' SECTION W 4 SECTIONS 21" 8'-9" SECTIONS 21" - 8' SECTIONS 18' - 9" -3" SECTIONS 1E" 1 SECTION 21" 9'-6 SE><:3310N6 18" 2 SECTIONS 21' 9'-9 SECTIONS 18" 3 SECTIONS 21" 10" SECTIONS 118" 4 SEC TONS 21" ice-�3 SECTION 16" 5 SECTIONS 21' ITT-Cr SECTIONS 21' - 1 Or-9' SECTIONS i8' 1 SECTION 21' 11' SECTiOIS 16' 2 SECTIONS 21' 11 " -3' SECTIONS 16" 3 SECTIONS 21 • 11'-6' SECTIONS ET 4 SECTIONS 21" 11' -9" SECTIONS Si" 5 SECT101S 21" 12 SECTIONS 118" 6 SECTIONS 21" 12•-x' F1ot6 21 - 12 "--6" SECTIONS 1 " 2 SECTIONS 21' 12'-9" sr 3 SECTIONS 21" 13' SECTIONS 18" 4 SECTIONS 21" 13' -3' SEcmo S s' 5 SECTIONS 21 13'-6" SE3:fdCA•LS WI' 6 SECiiONS 21' 13'-9' sEr31ON 115 7 SECTIONS 21" 14' SECTIONS 21' - 14'-3' SECTIONS 18' 3 SECTIONS 21' 14'-6' SECTIONS i8' 4 SECTIONS 21' 14' -9" SiONS 18" 5 SECTIONS 21' 15• SEG"T10NS 18 6 SECTIONS 21" 15' -3" SECTIONS 18' 7 =moms 21" 15'-6' 11 SECTION'S" 8 SECTIONS 21 15' -9" ib SECTIONS 21 • - 16 i6 SONS 1e 4 11016 21 • •• • • • • •••• • • • •••• • • •••• •••• • • • •• • •• • • • • • •• •• •• • • • • • •••• • • •••• • •• • • • • • • • • • • •• •• • • •••• • • •••• • • •• • • • • • t 2/ DOES 7 X 7 G11EV. AVCRAFT 'TYPE W / / 5 7 � - O s � FAA C T TO O R 7 - 1/2" X .071" GALV. STEEL 1Y/ (6) D 4 RO X LL 7 -1 XlN�" 6ALV. STEEL W / (I! 14 x1/2- sMs 3/4" VI X .15 THK. LATCH SPRITS LOADED SUDS BOLT LOCK (80111 Sir) FASTF!®1M/ (4) f 14 X 1/2" S.Y.S. 5/8"112L LOCK ENGAGEMENT CONFORMS TO SFBC 3603.2 REGARDING GARAGE DOORS CENTER OUTSIDE HANDLE 3" X 3" X 0.1" SE%PUN WOE (4) #14 X 3/4' .F ORILUNG SCREWS OUTSSE ;XEYYEDD LOCK LOCK BitT 1JDCKING SHOWN u 8' -0" S' -0" DOORIETE 1f—O TO 13' -10" DO IR WEITHS PUSH NUT LOCK EAR GUIDES INSTALLED ON Olt STILE WiTH (4) #14 X 5/8" SiA S .18T X .6W LOCK 846 ENGAGES IN TRACK ON EACH SIDE OF DOOR STILES SDEOL1LE "A 1 TOP AXTURE 5 X 2-3/4" X 0.1" Si PLATE WITH (6) 114 X 3/4" SELF DRILLING SCREWS CEDER STIES SEE SCH. 'A' OI'T10N M. VENT MAXIMUM 1WENING AREA 120 S0. ITL 14 " -0" TO 15 -1D" 00OR WIDTHS MAX. DOOR WIDTH 16' -2' INSID ELEVATION RAISED PANEL EMBOSSED DOOR OPTIONAL FLUSH FACE WOOD GRAIN DESIGN r REVISED Florida Q " `AI . rzi anduct Caetr6L Divisloa DAB DOOR MODEL 824 MAX. SIZE 16' -2" WIDE X 16' -0" HIGH DESIGN PRESSURE RATING = + 48.0 PSF - 52.0 PSF GENERAL NOTES 1, THIS STRUCTURE IS DESIGNED AS PER THE SOUTH FLORIDA BUILDING CODE 1994 EDITION FOR DADE COUNTY. ALSO FOR WIND LOADS AS PER ASCE 7 -88 USING CORRESPONDING LOADS. 2. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT 70 BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO, 3. ALL BOLTS, NUTS AND WASHERS SHALL BE ZINC PLATED CARBON STEEL 4, ANCHORING OR LOADING CONDITIONS OTHER THAN THOSE SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL Engr. DR. HUl1AYOUN FAR000 STRUCTURES FLA. PE 16557 SEP 0 4 ?OM y b 2 APPROVED AS COMPLYING i ITh THi SOUTH RORIDA 881 1I& *CODE DATE 1 T u �� eY 4-com III DUCT CO •11. BUILDING CODE COMPLIANCE OFFiC! ACCEPTANCE NO.Q/ 0626.D/ 0 0 0 c c 0 0 , E Y c 0 r. o. 0 0 0 s 8 1 O � c c 1 drawing no. 01 -19 (sheet 1 of 3 15 -T1" TO i6' -2" • •• • • • • •••• • • • •••• • • •••• •••• • • • •• • •• • • • • • •• •• •• • • • • • •••• • • •••• • •• • • • • • • • • • • •• •• • • •••• • • •••• • • •• • • • • • t 2/ DOES 7 X 7 G11EV. AVCRAFT 'TYPE W / / 5 7 � - O s � FAA C T TO O R 7 - 1/2" X .071" GALV. STEEL 1Y/ (6) D 4 RO X LL 7 -1 XlN�" 6ALV. STEEL W / (I! 14 x1/2- sMs 3/4" VI X .15 THK. LATCH SPRITS LOADED SUDS BOLT LOCK (80111 Sir) FASTF!®1M/ (4) f 14 X 1/2" S.Y.S. 5/8"112L LOCK ENGAGEMENT CONFORMS TO SFBC 3603.2 REGARDING GARAGE DOORS CENTER OUTSIDE HANDLE 3" X 3" X 0.1" SE%PUN WOE (4) #14 X 3/4' .F ORILUNG SCREWS OUTSSE ;XEYYEDD LOCK LOCK BitT 1JDCKING SHOWN u 8' -0" S' -0" DOORIETE 1f—O TO 13' -10" DO IR WEITHS PUSH NUT LOCK EAR GUIDES INSTALLED ON Olt STILE WiTH (4) #14 X 5/8" SiA S .18T X .6W LOCK 846 ENGAGES IN TRACK ON EACH SIDE OF DOOR STILES SDEOL1LE "A 1 TOP AXTURE 5 X 2-3/4" X 0.1" Si PLATE WITH (6) 114 X 3/4" SELF DRILLING SCREWS CEDER STIES SEE SCH. 'A' OI'T10N M. VENT MAXIMUM 1WENING AREA 120 S0. ITL 14 " -0" TO 15 -1D" 00OR WIDTHS MAX. DOOR WIDTH 16' -2' INSID ELEVATION RAISED PANEL EMBOSSED DOOR OPTIONAL FLUSH FACE WOOD GRAIN DESIGN r REVISED Florida Q " `AI . rzi anduct Caetr6L Divisloa DAB DOOR MODEL 824 MAX. SIZE 16' -2" WIDE X 16' -0" HIGH DESIGN PRESSURE RATING = + 48.0 PSF - 52.0 PSF GENERAL NOTES 1, THIS STRUCTURE IS DESIGNED AS PER THE SOUTH FLORIDA BUILDING CODE 1994 EDITION FOR DADE COUNTY. ALSO FOR WIND LOADS AS PER ASCE 7 -88 USING CORRESPONDING LOADS. 2. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT 70 BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO, 3. ALL BOLTS, NUTS AND WASHERS SHALL BE ZINC PLATED CARBON STEEL 4, ANCHORING OR LOADING CONDITIONS OTHER THAN THOSE SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL Engr. DR. HUl1AYOUN FAR000 STRUCTURES FLA. PE 16557 SEP 0 4 ?OM y b 2 APPROVED AS COMPLYING i ITh THi SOUTH RORIDA 881 1I& *CODE DATE 1 T u �� eY 4-com III DUCT CO •11. BUILDING CODE COMPLIANCE OFFiC! ACCEPTANCE NO.Q/ 0626.D/ 0 0 0 c c 0 0 , E Y c 0 r. o. 0 0 0 s 8 1 O � c c 1 drawing no. 01 -19 (sheet 1 of 3 • • • • •• • • • . • • • • • • • • •••• • • • • • •••• • • •••• • •••• • • • •• • •• • • • • • •• • .• •• • • • • • •••• • • •••• • •• • • • • • • • • •• •• • • •••• • •••• • • •• •� • • 1sT SECTON (SO Tok° RE ORCIIC 1.9" X 2.19" X 33 X .O90" STEEL TRACK 13tfCKETS — SEE SHEET 2 FOR SPACING 7/16" PUSHNUT INSTALLED ON ROLLER SHAFT NEEMEIMILEMONS REINFORCING 16 G&X 2-1/4 x r GALV. STEEL U.BAR REINFORCING TRH TRUSS RESiER:ED 10 VEI ICAL INTERMEDIATE STILES TYPO 14 X 5/8" S.M.S. 14 X X/4' SELF DRILLING SCR. 14 X We SIAS r 8 PER HINGE 1/2" X 1-3/4" X :058" FORMED STEEL --GLUED TO PANEL AND SECURED TO BID STILE R UH 3/16' POP RIVETS 0 12" O.C. 1 -7 8" X 2 -5 /8" X .04S" STEEL .a y SIRE. GLUED AND RIVETED TO PANEL w/ (4) 3/14r RIVETS 14 X W8 S.M.S. 4/ HINGE INTERIOR SIDE 7 -1/2" X .071" ENO ROLLER HINGE TOP SECTION REINFORCING 3/4- X 2" X 2 -1/2" X .049" STEEL D STILE, CONNECT TO PANELS WITH FLAPS AND . (4) 3/16" ALUM RIVETS SEE DETAIL ABOVE 1.82" DIA, X .50" ROLLERS W/ .44 DIA. X 4-1/4" STEM 16 GAY 2 -1/4" X 2" GALV. STEEL U.BAR REINFORCING TRUSS TRUSS FASTENED TO VERTICAL INTERMEDIATE STILES W/ TWO # 14 X 5/8" S.M.S. AND TO END STILE W/ FOUR + 14 X 3/4- SETS DRILUNG SCR. 1/4 -20 SS BOLT & NUT Engr. DR. HUMAYOUN STRUCTURES FLA. PE f 16557 0 4 2 001 24 GA. STEEL PANEL FLAPS BENT OVER PANEL 9.3^ FtRda a b -0402 D1risie APPROVED AS COMPLII! b wssn Inc o FLORIDA DUI I W 5 F. i V 0 pia e 4 o °V 8 a 262- z' - O O 0 C drawing no. 01 -19 (sheet 2 of 3 DOOR HEIGHT • SECTION HEIGHTS STRUCTURE • BRACKET PLACEMENTS 1ST 2ND 3RD 4TH 5TH 81 1" 82 . 83 84 85 86 87 Be 6'-O" 18" 18" 18' 18" N/A 1" 11 -3/4" _ 23" 34" ' 45" 56" 67" - 6' -6" 21 18" 1 8' 21" N/A 1" �11 -3/4" 23" 34' 45" 56" 67" - r-O" 21" 21" 21' 21" N/A 1" 11 -3/4" 23" 34" 45" 56" 67" 78 -1/4" 7' -6" 18" 18" 18' 18" 18" 1" 11 -3/4" 23" 34" 45" 56" 67 78 -1/4" , 78 8'-0" 21" 18" 18' 18" 21" 1" 11 -3/4" 23' 34 45" 56' 67" -1/4` HILTi SLEEVE ANCHOR SPACING ANCHOR STRUCTURE EMBED SPACING 5/16 BLOCK 1 -1/4' 6 CONC. 1" 6 3/8 BLOCK 1 -1/4" 8 CONC. 1 -1/4" 9 • •• • • • •••• •••• • • •••• • .••• • • • •• • •• • • • • • •• • .. •. • • • • • •••• • • •••• • • • •• • • • • • • • • • • •• •• •••• • • •••• • • •• • • • • • N 2" SECTION A -A SEE SHEET 2 RA LOCATION OF REINFORCING TRUSSES 14 QL CALV. STEEL ADJUSTABLE SLID FASTENED TO BRACKET r =Nag HEX HEAD NOR®frNU. RBIFORCEMENT 1 jr Z 1 -3 /r x .058" FORMED STEM- MED 10 PANS AND FASTENED TO V8i!!12111. STILES WITH (74 mss' POP RIVETS 2-./C A L 1/2" X 3' X .104 - iOP ROLLER !T (DOUBT (DOU FIDENED W/ (6) ' 14 X 5/8" S.M.S. • NTAL REINFORCEMENT t%l X 1 -3/4" X .058' FORMED STEEL Q31D TO PNEL AND FASTENED TO TEREICAL STILES WITH 3/16" POP RIVETS 5/i!F 'MEETING RIB 1 " DIA. X .50' ROLLERS TV 44 DIA. X 4 -1/4" STEM MinestaISMIMORS 9r1PACHF PRODUCTS CQ' EIS-EXPANDED POLYSTYRENE mem - 1.07 PCF N AL # 98-0904.04 OR IS0-25 POLY -EOCYA NURATE MISTY - 2.0 PCF NCL IF 98- 0904.03 14 SA. GALV. STEEL RORER HINGES FASTENED Wf (6) # 14 X 5/8" SMS !I. 3024" ROLL FORMED STEEL PANEL ID.W64D QUALM G-40 UR. YIELD STRENGTH - 39 KSi TM PRIMER AND BAKED -ON MEISTER PANTED TOP COAT iEBUED TO BOTH SIDES OF STEEL 11 GALV. STEEL BWTOM BRACKET FASTENED V(/ (4) 14 X 5/8' SMS 5/16" X 1 -0/6" LAG SCREWS INTO 1000 pit 5/16" SLEEVE 1I11CI4OjS WITH 1 -1/4" EMBED INTO IDSONRY 3 PER BRACKET 2 -1/2' X 4-1/4' X 13 GA. STEEL PLATES WELDED TO 1 -1/2" x 1 -1/2" x 14 Ea.. ANA FASTENED TO TR'CX WITH (4) 1/4 -20 SS. BOLT & NUTS IRK CONFIGURRTIO ED CAST 419 CABLE DRUM NORIZ. TRACK LENGTH - OPENING HEIGHT PLUS tY 14 GA. GALV. STEEL TP.ACK 2" X 3 -1/2" X 12 CA. 'TRACK BRACKETS 2-3/16" HIGH CONNECTED 70 TRACK WiTH ONE 1/4' BOLTS & NUTS. WOOD FRAME BUILDINGS STUD WALLS OR DOOR OPENING SHALL BE FRAMED SOUD BY NOT LESS THAN (3) 2X6 PRESSURE TREATED GRADE 2 OR BETTER WOOD STUDS. STUD WALLS TO BE CONT. FROM FOOTING TO TIE BEAM. WOOD BUCK CONNECTION TO MASONRY n - RACK SHALL BE SECURED WiTH TRACK BRACKETS TO PRESSURE TREATED 2X6 WOOD JAMBS WHICH SHALL BE MOTORED TO GROUTED REINFORCED MASONRY BLOCK WALL L' cO AND L COLUMN Wi/ 1 /4 "BTAPCONS " 0.C. OR 3 /3" DIA. HILT1 SLEEVE ANCHORS, 1 -3/4" MIN. EMBED AND A SPACING OF 12" 0.C. THE BLOCK WALL CELLS SHALL BE GROUT FILLED AND REINFORCED WiTH FOUR # 5 BARS EXTENDING INTO F00TINi: AND INTO TIE BEAMS. AU- BARS SHALL BE CONTINUOUS FROM TIE BEAMS TO FOOTING. ,PREPARATION OF JAMBS BY OTHERS •- SECTIONS ARE NUMBERI~D STARTING AT THE BOTTOM FOR DOORS MORE THAN 8 FT. HIGH. USE ADDI11ONAL TOP BRACKETS AT 10" 0.C. STEEL STRUCTURE BY OTHERS MUST SUPPORT THE LOADS IMPOSED BY DOOR SYSTEM •C . Jci REV'.SEA 2. Tyilh the Florida • J HORDE. TRACK SUPPORT AS READ. BY DOOR INSTALLER • 1/4' 0 HEX HEAD M.S. & LOCK NUT 0 12' 0.C. 3" X 2 X 14 GA CONT. STEEL ANGLE 2" X 3" X .102" STiC FLAT BRACKETS 0 *12 O.C. CONNECTED TO CONT. ANGLE W/ (3) 1/4" • SPOT WELDS MIN. EDGE DISTANC r--- -3 3/4 TYPICAL ALTERNATE TRACK INSTALLATION Engr. DR. HUTAAYOU�I FAR000 STRUCTURES FLA. PE # 15557 —1/2' 42001 CONC.- MIN. 3000 PSI 1/4 -20 SS BOLT & NUT AT 12" 0.C. 2 -1/8' X 1' X .078' GALV. STEEL TRACK FAST((EN))ED TO TRACK PLATES Vi/ SLOTTM M.S. & LOCK NUT HD. APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILAIllt;CODE DATE OCT 1 tj 11 BY PRODUCT CO DIVISION BUILDING CODE COMPUANCE OFFICE ACCEPTANCE NO. 0j-C26.0/ C drawing no. 01 -19 (sheet 3 of 3 "Idf Y1• r•-• •••••■•••,-. I. _ ... • r,..) 4 LL 1 , $ 61 1.3.11%4 1 e . . t7.4.F..e tJpe-" 1 10P 'Z1 i•V•.4 A z' r 4*. IP' t- • PI i 6 . . . #4.0140■t P ,• ,-*S• BM . . • "' .A.0.41.1a -r t.trz .4 r 1 1. Or -•• • r.e • • f.3: 42.1.. 1. 41 LIP ',LAIL, 10 04.4 FOP • 757544E. 1 Ado (010' 11 • ..4 _ . b.' . A4 "AI r 4 - - F iil *AA ALAAdt CirenricArrom ACCOADdilif ro FM( MAP COModeetrr-PANII 1Zt DArtr if NOPINTY 4IPPIMai ro it Poo sowl AL., Ali) rive List leo rtAa irt.000 a vAno# a :1.0. ..a SCA Li WWI ComPte usr ift3ityharroms ottp r•ers SuRvrr Aiiff 1NOvw cw net &Kir riPos$ ANC r ° . r i j , .p4401 6.4►00 L Le 4 . ro�Af1 Ii ilp N B 10 -T '°f• SHOWERS •LAW SuRV/Ygls LAND PL.Ii1MafrAf • TrP( Of sumar t' V -( BIB I sat.e 1 1 s A. Rauiaro 3 • 4 A4 DESCR/PT LO r t _ BLOCK I OF.... r lady a 15.1 ' , P' t�K�f * . SUBD /VISION ACCORD /NO 10 T/E PLAT THEREOF AS RECORA D IN PLAT BOOK 64 AT PAGE _ , OF THE PURL. /C RECORDS OF e a COUNTY, PLOR /DA . /SUBJECT TO SETBACKS, EASEMENTS AAD Rd$T$/crioNs of maw! LOCAr /Qf l� SKETCH SCALE / + GRANDAL GROUP, /NC. ENG /VEERS • LAND SURVEYORS LAND PLANNERS 6455 8/RD ROAD M/AM/ FUW/OA 33/55 PMON£(3039 662-9488 FAX(305)66L-5559 OAT(; JOEL N D a SrV. "Na I I FIELD WORK 1-717711 iL eG RIE bt' — are , '1 - 1 REV N43: FIELD 1,0010 REV. Ala 4: _PACE No 757544E. P. ri4 e a.prl r-r ra: r`iikea Fa 9EP-is1. gA0.-104 s 4 Leits.r4 4i OG Id-r h hi OF Vi 146•0 I 11 S.t1KG Eli 4safeS• OlcolC of F l e41 F`IN of rhoisla cLIsrve 4 Nt' J,, Atta.% 7' 4 r LMI CN IG.t i. i. E I0.60teAtit E cedr+ �'t►�Y OIL Ni 4 aore4 S Ise IE1140 Pe. .1 I64T$El.L. e 4 . 014d1. Ws Hefter CERTifY TM4T TIME ATTACHED BOUVOARY SURVEY Of THE ABOvEO DESCRIBED PROPERTY IS TRUE AND CO'YR(C TO THE BEST Of AIY KMOWL•E'DOE AND BELIEFS AS RECENTLY SURv(YEp (JIVER OUR D/REC'TIDN ALSO THAT ru,ERE ARC ABOVE QROUAOp ENCROACHMENTS UM.ESS SHOWN AND AAFFTS Ti( MIN/ MUM TECHNICAL STANDARDS 5E7 fOR7H NY Th fLOR /OA BOARD OF LAND SURVEYORS. PURSUANT TO SECTION 472.027 FLA. STATUES AND CHAPTER ZIH -N6 OF FLCWi. AANIN /TRAt /rE COO( EA'AMAVAT /ON Of THE ABSTRACT Or` TITLE WILL HAVE ro d0E MADE TO DETERMINE RECORPEO INSTRI, eNrs, If ANY, APP CT#Vf THE PROPERTY. LOCATION AND IDENTIFICATION LT L/TIL / ries AM AMb/UR ADJACENT TY PROPERTY WERE NOT SECURED AS SUCH INFORMATION MOTS NOT REQUESTED, OMINERSHM IS SUB.ECZ TV OPINION Of TITLE. AL No. 419P PROFESSION DATE: Nor NaLp 4 4NAve AITrp Also rr•otup wire *wive s1A1 OR AWN BY: LAND SURVEYOR LEGAL DESCRIPT/ON LOT r BLOCK OF 1341 1 rE4. SUED /V /S /ON ACCORD /NG TO THE.PLAT THEREOF AS RECORDED /N PLAT BOOK 55 AT PAGE 63 OF THE PURL /C RECORDS OF P.4.426 COUNTY, FL OR /DA (SUBJECT TO SETBACKS, EASEMENTS AND RESTRICTIONS OF RECORD) LOCATION SKETCH • SCALE: /"-T G E1�'1"I F'( -r : r L FenEeaL r 1A414 45.5oG 10 rJ of h' I IT 4}117 e44. Ie }1s . FI e: - F1 F eptausTaii bLid Fr po 41-J tot. /..„ tP l-I Y 1 - 1 -d1i e Fac rI tLE 1fi Lir.44•I4E eet' to 141 .4 lion FL 33 138 pI LaL' Ira .1 ' I4 ELL t d e t b+1 WE HEREBY CERT /FY THAT THE ATTACHED BOUNDARY SURVEY OF THE ABOVED DESCRIBED PROPERTY /S TRUE AND CORRECT TO THE BEST OF MY KNOWLEDGE AND BELIEFS AS RECENTLY SURVEYED UNDER OUR DIRECTION ALSO THAT THERE ARE NO ABOVE GROUND ENCROACHMENTS UNLESS SHOWN AND MEETS THE MIN /MUM TECHN /CAL STANDARDS SET FORTH .BY THE FLORIDA BOARD OF LAND SURVEYORS. PURSUANT TO SECT /ON 472.027 FLA. STATUES AND CHAPTER 2 /11-H6 OF FLORIDA AOM /N /TRAT /VE CODE. EXAMINATION OF THE ABSTRACT OF TITLE WILL HAVE TO BE MADE TO DETERMINE RECORDED INSTRUMENTS, IF ANY, AFFECTAVG THE PROPERTY. LOCATION AND IDENTIFICATION Or UT /L /T /ES ON AND /OR ADJACENT TO THE PROPERTY WERE NOT SECURED AS SUCH INFORMATION WAS NOT REQUESTED, OWNERSHIP IS SUB✓EC 70 OPIN /ON OF TITLE. p1 b A- Zotv 144 BaLL1; 4 , For. 4 rJ 13Iv 1.1E . le, 14;r ENGINEERS -LAND SURVEYORS LAND PLANNERS • TYPE Or S7/RI(EY a Ddre -1 DATE: 1 -1 - 1 GRANDAL GROUP, /NC. ENG /NEERS • LAND SURVEYORS LAND PLANNERS 6455 8 /RD ROAD MIAMI FLORIDA 33/55 PHONE (3051 662 -9488 FAX (305) 662-8589 JO$. NO: 1 - REV. No. / REV. Na 2 REV. Nq3: REV. No.4: OR AAOO &RANDAL No.4297 PROFESSION, LAND SURVEYOR DATE: // LCf • MOT VALID UNLESS S /6 DATED AND EMBOSSED WITH SURVEYORS SEAL FIELD WORK: DATE: 1 FIELD BOOK: PAGE No: -IZ-1 DRAWN BY: e..1 G iov 1 I i L 30 4 Z` 3z' LL 4 1!;,3 4 DATE: - 1 - 1 c -4 11 F.000 PLANE CERTIFICATION ACCORD/NS TO THE F./.R.M. MAP COMMUNITY- PANEL NUMBER: 1 Zs e'95 - 3 - F DATED: 11 -4- -01 CHECKED BY• o r .4 1J 12 Ti E PROPERTY APPEARS MBE FLOOD ZONE ,4 E ,AND THE BASE /00 YEAR FLOOD ELEVATION is 1, 47' MEAN SEA LEVEL. DATE 1 - I 5 - il .4 COMPLETE LIST OF ABBREVIATIONS USED IN MIS SURVEY ARE SHOWN QV THE BACK OF THIS PAGE. A AC ACCMP ADD'N ALUM ASPH AVE BL BM BLDG BLK BLVD BNDY BOTT CALC CB C/B CD t CL CMP CM CONC COR COV CR CT CULV C/S D DB DOT DIST DRA DR D/W E ESMT ELEC ELEV ENCL ENCRO FF FFE FL FD FH FCM FIP FIR FM FN GAR GOV'T 6D GND 6W HW HWL HORIZ INV L LT LP NH MKR MAS MSL MEAS MN MOL N&D N NE NW No OR OE PG PK ARC LENGTH AIR CONDITIONER ASPHALT COATED CORRUGATED METAL PIPE ADDITION ALUMINUM ASPHALT AVENUE BASE LINE BENCH MARK BUILDING BLOCK BOULEVARD BOUNDARY BOTTOM CALCULATED CHORD BEARING CONCRETE BLOCK CHORD DISTANCE CENTER LINE CLEAR CORRUGATED METAL PIPE CONCRETE MONUMENT CONCRETE CORNER COVERED COUNTRY ROAD COURT CULVERT CONCRETE SLAB DEED DEED BOOK DEPARTMENT OF TRANSPORTATION DISTANCE DRAINAGE RETENTION AREA DRIVE DRIVE WAY EAST EASEMENT ELECTRICAL ELEVATION ENCLOSURE ENCROACHMENT FINISH FLOOR FINISH FLOOR ELEVATION FLOW LINE FOUND FIRE HYDRANT FOUND CONCRETE MONUMENT FOUND IRON PIPE FOUND IRON ROD FIELD MEASURED FOUND NAIL GARAGE GOVERNMENT GRADE GROUND GUY WIRE HEAD WALL HIGH WATER LINE HORIZONTAL INVERT LENGTH LEFT LIGHT POLE MANHOLE MARKER MASONRY MEAN SEA LEVEL MEASURED MEAN MORE OR LESS NAIL AND DISK NORTH NORTHEAST NORTHWEST NUMBER OFFICIAL RECORD OVERHEAD ELECTRIC PAGE PARKER KALON NAIL LEGEND OF SURVEY ABREVIATIONS P PAT PAR PB PED PC PCP PI PL PLTR PM POB PRM PP PPED PT PWR R RAD RCP RET RES RNG RT R/W S SAN SCM SCN SE SEC SEW SIP SIR SN SR ST SP STA STM STRUC STY SUB SW T TB TBM TEL TR TV TRANS TWP USD UTIL V VAR W WD WM WMN WV SYMBOLS FOR SURVEY DRAWING G 0 0' 0" m92.5 CUM No • a PLAT PATIO PARCEL PLAT BOOK PEDESTAL POINT.OF CURVATURE PERMANENT CONTROL POINT POINT OF INTERSECTION PROPERTY LINE PLANTER POWER METER POINT OF BEGINNING PERMANENT REFERENCE MONUMENT POWER POLE PHONE PEDESTAL POINT OF TANGENCY POWER RECORD BY PLAT OF DEED RADIAL /RADIUS REINFORCED CONCRETE PIPE RETENTION /RETAINING RESIDENCE RANGE RIGHT RIGHT -OF -WAY SOUTH SANITARY SET CONCRETE MONUMENT SCREEN SOUTHEAST SECTION SEWER SET IRON PIPE SET IRON ROD SET NAIL STATE ROAD STREET SCREEN PORCH STATION STORM STRUCTURE STORY SUBDIVISION SOUTHWEST TANGENT TOP OF BANK TEMPORARY BENCH MARK TELEPHONE TRACT /TRAIL TELEVISION BOX TRANSFORMER TOWNSHIP UNDERGROUND UTILITIES VERTICAL VARIES WEST WOOD WATER METER WATER MAIN WATER VALVE DELTA ANGLE DEGREES MINUTES SECONDS EXISTING ELEVATION PROPOSED ELEVATION PROPOSED SURFACE FLOW NUMBER FOUND IRON PIN OR PIPE SET IRON PIN & CAP FOUND CONCRETE MARKER SET CONCRETE MARKER BUILDINGS GREATER THAN 60 FEET HIGH DESIGN LOADS -PSF EXPOSURE C DESIGN LOADS -PSF EXPOSURE C DESIGN LOADS -PSF EXPOSURE D MEAN ROOF ELEV FEET 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 ELEVATIN 49.9 53.0 EVALUATE NEGATIVE LOADS AT ROOF ELEVATION 20 38.5 5 56.1 30 .2 C 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 97.9 130.8 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 94.4 143.3 192.2 240 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 EV FEET ROOF SLOPE > 10 DEG. ROOF SLOPE = <10 DEG. ZONE ZONE ZONE ZONE ZONE ZONE 4& 5 4 5 4& 5 4 5 + - - + - - 15 43.2 45.9 57.2 39.6 42.0 52.1 20 46.9 49.9 6 1 42.9 45.6 56.6 5 50. 53.1 C 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 DR. HUMAYOUN FAROOQ STRUCTURES FLA PE # 16557 THIS DOCUMENT IS NOT VALID WITHOUT THE EMBOSSED SEAL OF AN ENGINEER EMPLOYED BY AL- FAROOQ CORPORATION. NO PORTION OF THIS DOCUMENT MAY BE USED OR REPRODUCED IN ANY MANNER WHATSOEVER Wr HOUT THE WRITTEN PERMISSION OF AL- FAROOQ CORPORATION (EXCEPT, HOWEVER, FOR THAT PORTION OF ASCE 7 -88. SET FORTH HEREIN). MAR AL- FAROOQ CORPORATION ENGINEERS, PLANNERS & PRODUCT TESTING 1235 SW 87th AVENUE MIAMI, FLORIDA 33174 (305) 264 -8100 GAG f C 94-01 786 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. BASIC WIND SPEED: IMPORTANCE FACTORS: TRIBUTARY AREA: h \-- NOTES: Z WIND LOAD TABLES FOR COMPONENTS & CLADDING AS PER SPECIFICATION ASCE 7 -88 & ASCE 7 -93 ,AOP" 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. 110 MPH 1.05 20 SQ. FT. I Pt ..055 I r2 a 076 HEADER -CLG. O MO_ OTED TYP. SLATS SCALE: HALF SIZE EITHER TYPE 1 OR TYPE 2 SLAT 15 ACCEPTABLE THESE SLATS ARE INTERCHANGEABLE t . 55 a 076 r3 a .097 HEADER WALL MOUNTED GENERAL NOTES: 1. THIS ACCORDION SHUTTER SYSTEM 15 DESIGNED.IN ACCORDANCE WITH THE SOUTH FLORIDA BUILDING CODE. 1991. EDITION. 2. POSITIVE ANO NEGATIVE DESIGN PRESSURE CALCULATIONS SHALL BE PERFORMED FOR SPECIFIC JOBS IN ACCORDANCE WITH ASCE 7 -88 - MINIMUM OESIGN LOAOS FOR BUILDINGS ANO OTHER STRUCTURES - . TABLES SMALL BE REFERENCED AT APPROPRIATE DESIGN LOADS. 3 ALUMINUM EXTRUSIONS SMALL BE 6063 -T6 ALUMINUM ALLOY, U.0 N. 6. EACH SHUTTER ASSEMBLY SMALL BE PERMANENTLY LABELED AT THE BOTTOM END OF TIE LOCKING CENTERMATE AS FOLLOWS: AU. BROWARD HURRICANE PANEL CO. MIAMI-OADE LAUDERDALE,_ PRODUCT CONTROL APPROVED 5. ALL BOLTS ANO WASHERS SMALL BE 2024 -14 ALUMINUM' ALLOY, STAINLESS STEEL. OR GALVANIZED STEEL WITH A MIN. Fy '33 KS1. POP RIVETS SHALL BE 3/16 - 0 5052 ALUM ALLOY 6 ALL SHUTTERS SHALL HAVE A LOCKING MECHANISM AT CENTER OR SIDE CLOSURE WITHIN 18 OF CENTER IvERT ) LOCKING MECHANISM SHALL BE LOCKED TO PROVIDE HURRICANE PROTECTION. '7 THE DETAILS ANO SPECIFICATIONS SHOWN HEREIN REPRESENT THE PROOUCTS TESTEO FOR IMPACT; CYCLIC AND UNIFORM 'STATIC AIR PRESSURE IN CONFORMANCE W/ MIAMI -OADE COUNTY PROTOCOLS PA 201. 202. AND 203. 8. OESIGN IS BASED ON CONSTRUCTION TESTING CORPORATION T REPORT NO. 96- 7. AND 96 -037 S MAY ALSO BE USED AS ILLS - STACKING LOCATIONS USE REMOVABLE ANCHORS SUCH AS CALK -IN ANCHORS 11 THE PERMIT MOLDER SHALL VERIFY THE ADEQUACY OF THE EXISTING STRUCTURE TO SUSTAIN THE NEW SUPERIMPOSED LOADS ANO TO VERIFY ALL DIMENSIONS AT THE JOB SITE BEFORE COMMENCING WITH THE WORK. 12 ANCHORS SMALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS EMBEOMENTLENG1HS SHALL BE AS NOTED ANO DO NOT INCLUDE STUCCO OR OrHER FINISHES 1 1 /23/99 09: 38 0 r ga ADAPTER SLAT SCALE: HALF St 0.048 0.107 l 71a.055' 12 •.076 73 a 125 BUILD -OUT WALL HEADER Ss T ALF SIZE // 2 775 3.840 MAX. 248 .060 SCALE HALF SIZE 2.586 384 .165ICl. .285 0.0 .060- 60 060 84 c .250 I }•! 949 1.391 1 O g CENTER MATE 1 SCALE HALF 1.840 .2 0 O .2 m � r SILL -WALL O MOUNTED rJ ni .060 1.039 .0 625 1 J.345 095 1 -2 6421- 942 1 2.79 71 a .055 t2 a .076 t3 a .097 SCALE: HALF SIZE 2.984 .165 1 D. 01 10 CENTER MATE 2 (SCALE FULL SIZE 0 0 SCALE: HALF SIZE 151" 1 350 I r2J P2. er • ( 4831 .875 T 1840 rl . 055 r2 • 076 SCALE HALF SIZE 3.245 3.049 r� I co. c� m 060 I 7. I8 0 o n, .250 {-; 1. -- 949 .� 1.391 1891 1 500" i 6 LOCKING CLIF- F SIZE 4.42 1 4831, WALKOVER SILL FLOOR MOUNTED 472 - 612 0.0. 211 SCALE HALF SIZE O O CENTER MATE 1 gg W/ LOCKING ROD SCALE HALF SIZE 0 N O 1 '2l 095 1.4.2 .942 APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DAT / 2 a000 BY PRODUCT CO DL DIVISION BUILDING CODE C MPLIANCE OFFICE ACCEPTANCE NO. 9' ! 1 Z ` �. o � • 1.250 90° E % SLAT SCA -. HALF SIZE 1.250 .985 .050 FLAT END SLAT CENTER MATE 2 W/ LOCKING ROD 40 HALF SIZE STAINLESS STEEL I YL I I i WHEEL R1vE TIED IN PLA7 058 1 100 251 ROLL " ASSEMBL SCALE 1.115 LOCKIN • RM �• 230 MA OM ARRIER S GS 230 MAX 8'.' 440 SCALE: HALF SIZE 60.310 .550 2.110 NG ARM ALIGNMENT B NYLON INSIDE HANDLE SHIM NYLON LE HALF SIZE 0 135" R 0 315" R SOS R m O m 0 Zz N H W1- 7. U 0 0 0 a FL Lic PE -J O 03 CC 03 O � 2 U 2 U 10983 Vl U 0 0 m •0 2 U W 2 0 m m 0 t7 a u se NO 3 1999 99- 817 j snee 1 or 6 J 0 0 W J I 0) l: U Z 0 O1 0 W co 2 W V.J. KNEZ 11 7ROFESSION KNEZ 07/23/96] �L• acsl• ar.wn oy AS NOT[O.L MC rd•s•gn by 1(cn.chsa Oy tt V PC J V!K 0r4v•nq 110 SINGLE ARM LOCK 2 -114 SINGLE ARM LOCK L 11 /23199 09: 39 L SOT TOMM \ N.T.S. SINGLE ARM LOC INC • MECHANISM AT C TER OR SIDE OF SHUT R. NYLON LOCK MAY BE INS ALLEO ON HANDLE INSIDE OR OUTSID OF SHUTTER GLE ARM LOCKING ECHANISM AT CENTER OR SIOE OF SHUTTER. LOCK MAY 8E INSTALLED ON INSIDE OR OUTSIDE OF SHUTTER SEE FASTENER SCHEDULE OPTIONAL OgtLL 5 /0 MOLE FRO BOTTOM OF EXTRUSI0N( BEFORE ASSEMBLY FOR TRUSS MEAD BOLT (TYP PLAN VIEW IES - NO LI TYPICAL ELEVATION 2 r (DOES NOT REPLACE SINGLE ARIA LOCK) OPTIONAL CLOSER HANDLE REMOVABLE FLOOR TRACK DETAIL SCALE 3 - . 1•- 0 CAN BE (m 18" ABOVE OR BELOW CENTER (SEE NOTE 61 (DOES NOT REPLACE SINGLE ARM LOCK) OPTIONAL CLOSER HANDLE 3/L MIN 1 -1/2 MAX • IO.NT BETWEEN REMOVABLE ANO FIXED SILL 1 x 1 x 118•• ALUM. ANGLE W/ 3/16 POP RIVETS go 6" O.C. PLAN VIEW O• (TYP.) 6 -1/2 SECTION FASTENER CD 2L O.C. (SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR). (TYP.) (TYP.) FASTENER @ 2t. 0 C. (SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR) ASSEMBL OPTIONAL ACCESS HOLE EXISTING STRUCTURE FASTENER 'TYPE 4. SEE SECTION M ON SHEET 3 FOR COMPLETE INFORMATION SINGLE ARM LOCKING MECHANISM AT CENTER OR SIDE OF SHUTTER LOCK MAY BE INSTALLED ON +c INSIDE OR OUTSIDE OF SMUT TER MIN SHUTTER SEPARATION FROM GLASS. 1SEESC„EDULE SHEET SI. DISTANCE TO;BE MEASURED FROM BACK OF SHUTTER BLADE OR FROM HANDLE WHEN MOUNTED INSIOE. - 1 INSIDE CLOSURE "T:' HANKIE W/ MIM Fill 1 . 7�xa_�.a, u S.�e�tm 10 SINGLE ARM LOCKING 0 MECHANISM AT CENTER OA SIDE OF SHUTTER. LOCK MAY BE INSTALLED ON INSIOE OR OUTSIOE OF SHUYT'.ER TYPICAL PLAN VIEW SCALE: r : 1*-0" — MIN. SHUTTER SEPARATION FROM GLASS. (SEE SCHEDULE SHEET S1. OISTANCE TO BE MEASURED FROM BACK OF SHUTTER BLADE OR FROM HANDLE WHEN MOUNTED INSIDE 1N5105 CLOSURE - T - MANGLE W/ SHIM SCALE r • 1' -0- OPTIONAL PLAN VIEW USED WITH PIECES 0 ANO 0 LOCKING PIN SCALE 3 . r -0- FASTENER Co 24 0.C. (SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCMORI. EXISTING GLASS (TYP.) 17 6 -1/2" FASTENER @ 21." 0.C. (SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR!. EXISTING GLASS 2 MIN. 2 MIN. CARRIER BUSHING 0 7/16 0.0. x 0.6 LONG NYLON TOP BUSHING 12 810 x 2 SMS. MANUFACTURED FROM 8410HT OR 8 - 8 STAINLESS STEEL W/ XYLAN 5200,ELUOROCAR8ON COATING & .I.60'0 x 050" THICK 300 SERIES STAINLESS STEEL WASHER (TYP. TOP IL BOTTOM) 3/8 0.0. x 0.90" LONG NYLON BOTTOM BUSHING SCALE. HALF SIZE APPROVED AS COMPLYING WI H THE SOUTH R. 6 ; IDA BUILDING COD • DAT - Z! Pa70 PRODUCT CO UL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO. /1 04- 810 x 3 SMS. MANUFACTURED FROM.8C10HT STAINLESS STEEL W/ XYLAN 5200 FLUOROCARBON ' COATING & .460 x .0S0 THICK 300 SERIES STAINLESS STEEL WASHER (TYP. TOP BOTTOM) SCREW BUSHING;& ROLLER/ BUSHING ASSEMBLY 2 0 1 • LL U 0 ca cc co Y S 0 W w • m • . 2 8 u 3 N = I f�u E x W z i � 3 O f0 CC w I 0) Z 0 0 cc 0 0 0 D: w_ w D. a a 0 0 0 • o T z ¢ 0 0 U 1 2 l a O . a 0 4Ceea y u W QJ` e N ' 0 2 > 2 8 N x a, aN W N 2 s s ; L. L_ V.J. KNEZEVICHT PROFESSIONAL 'E WEER FL L■ce PE p•s.gn by V PI e. e No 0983 •C7 z W U 0 N .0 r U W 2 0 0 a. 0 O i 0 1999 07/23/96 sca.. � rOrarn o As Norco l MC f l. cnicod by Il V1K pr .nq no 99 -8.17 ( sheet 2 OT 6 • SECTION - TOP TRACK : TIONSI 1/2 SPAN ALT. LOCKING AT SIDE LOCATION OF MECHANISM h V . / I x , nrv.Wr. wcrW Sinew SINGLE ARM LOCK 2 -114 SINGLE ARM LOCK L 11 /23199 09: 39 L SOT TOMM \ N.T.S. SINGLE ARM LOC INC • MECHANISM AT C TER OR SIDE OF SHUT R. NYLON LOCK MAY BE INS ALLEO ON HANDLE INSIDE OR OUTSID OF SHUTTER GLE ARM LOCKING ECHANISM AT CENTER OR SIOE OF SHUTTER. LOCK MAY 8E INSTALLED ON INSIDE OR OUTSIDE OF SHUTTER SEE FASTENER SCHEDULE OPTIONAL OgtLL 5 /0 MOLE FRO BOTTOM OF EXTRUSI0N( BEFORE ASSEMBLY FOR TRUSS MEAD BOLT (TYP PLAN VIEW IES - NO LI TYPICAL ELEVATION 2 r (DOES NOT REPLACE SINGLE ARIA LOCK) OPTIONAL CLOSER HANDLE REMOVABLE FLOOR TRACK DETAIL SCALE 3 - . 1•- 0 CAN BE (m 18" ABOVE OR BELOW CENTER (SEE NOTE 61 (DOES NOT REPLACE SINGLE ARM LOCK) OPTIONAL CLOSER HANDLE 3/L MIN 1 -1/2 MAX • IO.NT BETWEEN REMOVABLE ANO FIXED SILL 1 x 1 x 118•• ALUM. ANGLE W/ 3/16 POP RIVETS go 6" O.C. PLAN VIEW O• (TYP.) 6 -1/2 SECTION FASTENER CD 2L O.C. (SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR). (TYP.) (TYP.) FASTENER @ 2t. 0 C. (SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR) ASSEMBL OPTIONAL ACCESS HOLE EXISTING STRUCTURE FASTENER 'TYPE 4. SEE SECTION M ON SHEET 3 FOR COMPLETE INFORMATION SINGLE ARM LOCKING MECHANISM AT CENTER OR SIDE OF SHUTTER LOCK MAY BE INSTALLED ON +c INSIDE OR OUTSIDE OF SMUT TER MIN SHUTTER SEPARATION FROM GLASS. 1SEESC„EDULE SHEET SI. DISTANCE TO;BE MEASURED FROM BACK OF SHUTTER BLADE OR FROM HANDLE WHEN MOUNTED INSIOE. - 1 INSIDE CLOSURE "T:' HANKIE W/ MIM Fill 1 . 7�xa_�.a, u S.�e�tm 10 SINGLE ARM LOCKING 0 MECHANISM AT CENTER OA SIDE OF SHUTTER. LOCK MAY BE INSTALLED ON INSIOE OR OUTSIOE OF SHUYT'.ER TYPICAL PLAN VIEW SCALE: r : 1*-0" — MIN. SHUTTER SEPARATION FROM GLASS. (SEE SCHEDULE SHEET S1. OISTANCE TO BE MEASURED FROM BACK OF SHUTTER BLADE OR FROM HANDLE WHEN MOUNTED INSIDE 1N5105 CLOSURE - T - MANGLE W/ SHIM SCALE r • 1' -0- OPTIONAL PLAN VIEW USED WITH PIECES 0 ANO 0 LOCKING PIN SCALE 3 . r -0- FASTENER Co 24 0.C. (SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCMORI. EXISTING GLASS (TYP.) 17 6 -1/2" FASTENER @ 21." 0.C. (SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR!. EXISTING GLASS 2 MIN. 2 MIN. CARRIER BUSHING 0 7/16 0.0. x 0.6 LONG NYLON TOP BUSHING 12 810 x 2 SMS. MANUFACTURED FROM 8410HT OR 8 - 8 STAINLESS STEEL W/ XYLAN 5200,ELUOROCAR8ON COATING & .I.60'0 x 050" THICK 300 SERIES STAINLESS STEEL WASHER (TYP. TOP IL BOTTOM) 3/8 0.0. x 0.90" LONG NYLON BOTTOM BUSHING SCALE. HALF SIZE APPROVED AS COMPLYING WI H THE SOUTH R. 6 ; IDA BUILDING COD • DAT - Z! Pa70 PRODUCT CO UL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO. /1 04- 810 x 3 SMS. MANUFACTURED FROM.8C10HT STAINLESS STEEL W/ XYLAN 5200 FLUOROCARBON ' COATING & .460 x .0S0 THICK 300 SERIES STAINLESS STEEL WASHER (TYP. TOP BOTTOM) SCREW BUSHING;& ROLLER/ BUSHING ASSEMBLY 2 0 1 • LL U 0 ca cc co Y S 0 W w • m • . 2 8 u 3 N = I f�u E x W z i � 3 O f0 CC w I 0) Z 0 0 cc 0 0 0 D: w_ w D. a a 0 0 0 • o T z ¢ 0 0 U 1 2 l a O . a 0 4Ceea y u W QJ` e N ' 0 2 > 2 8 N x a, aN W N 2 s s ; L. L_ V.J. KNEZEVICHT PROFESSIONAL 'E WEER FL L■ce PE p•s.gn by V PI e. e No 0983 •C7 z W U 0 N .0 r U W 2 0 0 a. 0 O i 0 1999 07/23/96 sca.. � rOrarn o As Norco l MC f l. cnicod by Il V1K pr .nq no 99 -8.17 ( sheet 2 OT 6 MIN. SHUTTER SEPARATION FROM GLASS SCHEDULE SH GL ASS OR DOOR v W O WALL MOUNT SECTION A 11 /23/99 09: 40 SCALE : 3'•= 1•- 0 EXISTING CONCRETE. MASONRY OR WOOD STRUCTURE. SEE ANCHOR SCHEDULE. TYP. FASTENER. SEE ANCHOR SCHEOULE. REFERENCE CONNECTION 'TYPE 5 • BUT DO NOT EXCEED 6" SPACING it CONT. 1/2" EMBED. SCALE 3". I• 0' FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION - TYPE 1' 17 CONT, XISTING ; . CRETE. MASONRY OR W000 STR• TURF. SEE ANCHOR SCMEO • TYP. FASTENER SEE AN MOR SCHEDULE. REFER( CE CONNECTION 'TYPE 1 - ROLLER ASSEMBLY TYP. EVERY OTHER 11 CONT 11 CONT . NOT E. BOTTOM MOUNT OE TAIL MAY BE USED AT TOP. O BUILD —OUT MOUNT SECTION E 1/ - MAX 1/L" MAX l )1/2" MIN. SMUT TER SEPARATION FROM GLASS (SEE < • ,, SCHEDULE SHEET 5) y, GLASS • 3' L OR 000R E n , 3/16 POP RIVET < OR 1812 TEK SCREW z0 Cal ITYP I W E W pap W ASSEMBLY N 1' 1/6' ALUM. ANGLE W/ 3/16 "0 P RIVETS Cd 6" FASTENER. SEE ANCH SCHEDULE. REFERENC CONNECTION "TYPE 4' EMBED = N —GLASS P OR DOOR 11/2" tt CONT. EIIN SHUTTER SEPARATION FROM GLASS 1/ 2 1/2' TWO 1/L -20 MACHINE BOLTS W/ NUT OR 18 TEK SCREW (t 12" O.C. (TYP.; TOP L BOTTOM) ISEE SCMEOULE SHEET 5) 9 - 3/16" MAX ALT. ANGLE LEG DIRECTION. REVERSED ANGLE LEG MAY BE FROM ONE ANGLE OR FROM BOTH ANGLES ITYP 1. FASTENER. SEE ANCHOR SCHEDI LE. REFERENCE CONNECTION 'TYPE 5' BUT DO NOT EXCEED 6" SPACING 1/2 CONT 1/2• 5 /8' 0.41 1 /c' MAX 1 •L -20 MACHINE BOLT W/ NUT (8) 12" O.C. (TYP., TOP L BOTTOM) ROLLER ASSEMBLY 0 TYP. EVERY OTHER PIN O 1 •L' MAX EXISTING CONCRETE. MASONRY OR W000 STRUCTURE. SEE ANCHOR SCHEDULE, TYP. SCALE : 3 "= 1•- 0" <0 N y, 3 ON _.W a x0 WN N GLASS OR 000R -- 41 O O W O )SEE SCMEOULE SHEET 5 EXISTING CONCRETE. MASONRY OR w000 STRUCTURE. SEE ANCHOR SCHEDULE. TYP FASTENER, SEE ANCHOR SCHEDULE REFERENCE CONNECTION "TYPE 3 11/2" 2.1/0' I/ 2" 1 /6' MAX. OPTIONAL FASTENER LOCATION IN LIEU OF ANGLE SUPPORT - STAGGER ANCHOR 1 /L' OFF CENTER REFERENCE CONNECTION 'TYPE 4 © CEILING /INSIDE MOUNT SECTION GLASS OR DOOR EXISTING CONCRETE, MASONRY OR W000 STRUCTURE SEE ANCHOR SCHEDULE. TYP. FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION 'TYPE 2 TYP TOP L BOTTOM FASTENER, SEE ANCHOR SCMEOULE REFERENCE CONNECTION 'TYPE 2 1 /L' MAX. d 1/6' MAX O BUILD —OUT MOUNT SECTION F SCALE 3'• 1•- 0" / EMSEO. 1/3" MIN. SHUTTER SEPARATION FROM GLASS (SEE SCHEDULE SHEET 5) O 3 -3 /8.' MAX. 1 ALT. ANGLE LEG DIRECTION (TYP. 0 CONT - FOR LARGER SPANS USE Two 2" . 5 AL. ANGLES (SEE SCHEDULE 1 TYPE CI FASTENER, SEE ANCHOR SCHEDULE. REFERENCE CONNECTION 'TYPE 2 — FASTENER, SEE ANCHOR SCMEOULE. REFERENCE CONNECTION - TYPE 2'. 0 CONT. - FOR LARGER SPANS USE TWO 2" ■ 5 AL. ANGLES (SEE SCHEDULE 1 TYPE CI • MIN. SEPARATION FROM GLASS SCHEDULE SHEET 5 1/6 -20 MACHINE BOLT W/ NUT @ 12" 0 C (TYP., TOP & BOTTOM) a TOP L BOTTOM © FLOOR MOUNT SECTION SCALE : 3"= 1•- 0" FASTENER, SEE ANCHOR SCHEDULE. REFERENCE CONNECTION TTYPE 1- BUT 00 NOT EXCEED 8 -1/2" SPACING 1 /6" MAX. N < a, H W 0 0 J J a- X O GLASS < " E W N 1/4" MAX. OR DOOR — MIN. SHUTTER SEPARATION FROM • f EMBED GLASS (SEE SCHEDULE SHEET 51 SCALE : 3" = 1• - -1 - —. 1/2 3 -3/16" MAX FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION 'TYPE 3' EXISTING CONCRETE. MASONRY OR w000 STRUCTURE. SEE ANCHOR SCHEDULE. TYP EXISTING CONCRETE, MASONRY OR W000 STRUCTURE. SEE ANCHOR SCHEDULE. TYP. 2" x 2" ..050 ALUM. TUBE TYP. TOP S. BOTTOM 1 /L' MAX. t/L MAX FASTENER, SEE ANCHOR SCMEOLLE. REFERENCE CONNECTION - TYPE 1' 8uT 00 NOT EXCEED 0 -1/2" SPACING G BUILD —OUT MOUNT SECTION O BUILD —OUT MOUNT SECTION SCALE : 3 ". 1'. 0" APPROVED AS COMPLYING WITH THE SOUTH FLO•IDA BUILDING CODE BY W DAT c 2/ P241" PRODUCT C'' ROL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE N0. 9f 9 O¢ U Zz — 8- W I-. 1-U Q 0 O O U a: 018 C/) IL Q W W 2 as tl = W 00 z W 3 N W2 Z U N 0 N m U 2 0. J 0 0 O: k 3 I N T 0 t0 Z 0 w y 2 W 0 J 0 0 I V.J. KNEZEVI PROFESSIONAL.;1•�'EER 1C41• AS NO TCD tr r Llf f�9n IN '1Cn•CM/ V l ip 1/ Yr 1•n4t no 99 -817 • sneer 3 o 6 •c ALUM BEAM & SHUTTER SCHEDULE DESCRIPTION SHUTTER SPAN BEAM SPAN 2 Tv a 12S" 8• -0- 8' -1 T1 a 125 10' -0" 7' -6 . 2- : 8' 5' -0 14'-0 - Tr • .072 8' -0 12' -0" Tr a 224 10' -0" 11' -1" d a 9 s.- 0- 15 -5 T.. 012 8' -0 13'-2 - 1 r • 224 10' -0 52' -3 11/23/99 09:41 EXISTING STRUCTURE THREE 5/16 CALK -IN (O 3-1/6 - O.C. WI 1 MIN. EMBED. IN CONC. OR HOLLOW BLOCK W/ 3-3/4 - MIN. EDGE GIST. GLASS OR DOOR GLASS OR DOOR THREE S /16 - 0 CALK -IN 3 -1/6' O C. W/ 1 MIN EMBED M CONC. OR HOLLOW BLOCK W/ 3-3/4 - MIN EDGE GIST ti In o EM8. 4 d a Ir a dd IL a M E d 1 a EXISTING STRUCTURE a ° 4 a a !r d d ALT. LEG DIRECTION MIN. SHUTTER SEPARATION FROM GLASS ISEE SCHEDULE SHEET SI (MAX. DESIGN LOAD ± 72 PSF) TOP SUPPORT BEAM DETAIL O SCALE 3"= t'- 0 MIN. SMUT TER SEPARATION FROM GLASS ISEE SCHEDULE SHEET 5) SCALE 3". 1-- 0 3/16 POP RIVET OR a12 TEK SCREW BT6 "0C O4 L QS v ASSEMBLY 2 a 3 1/4 040' -6 6063 -T6 ALUM. ANGLE THREE -1/6 Mile BOLTS 1 MIN Tr 1- MIN 2 a 3" a I/4 a O' -8 6063-T6 ALUM ANGLE THREE-t/ 4 TMRU BOLTS ALT LEG OIRECTION (MAX. DESIGN LOAD s 72 PSF) BOTTOM SUPPORT BEAM DETAIL ALUM. BEAM (SEE BEAM SCHEDULE BELOW FOR BEAM DESCRIPTION & MAX. HORIZONTAL SPANS) 1/4 -20 S.S. MACHINE SCREW L NUT 0 12 0.C. USE THRU BOLT OR ACCESS .cILE AS SHOWN IN DETAILQ) 1/4 MAX. W 2 N W O •04 O . 42 �� Is 0 X 4 m W 4 Z '5' Z 4 3 Oa - 6:0 4 x 04, N NOTE 3/16 "0 POP RIVET OR 012 TEK SCREW 00 6 0 C AL BEAM (SEE BEAM SCHEDULE ABOVE FOR BEAM OESCRIPTION L MAX HORIZONTAL SPANS) 1/4 - 20 S S MACHINE SCREW L NUT (m 12 0 C PROVIOE 1 - 0 ACCESS HOLE IN BOTTOM OF BEAM OR USE THR BOLT AS SHOWN IN DETAIL (M) 1. USE sEA SCME ULE FOR 9 OET AIL S AN0 2. SHUTTER SPAN TO BE LIMITED TO THOSE SHOWN W TABLE. SHEET 5. 3 BEAM SPAN SHALL BE CONSIDERED AS THE DISTANCE FROM tI OF SUPPORT TO TL OF SUPPORT. GLASS OR 00011 GLASS OR DOOR SCALE 3 ". V- 0" C.. PLYW000 ANO STUCCO FINISH 2 ".6 P 7. w000 PLATE MIN. SHUTTER SEPARATION 111011 GLASS 1SEE SCHEOULE SHEET SI EMBED. PLYWOOD ANO STUCCO FINISH 1 a 3 . 1/8 OR 1 a 4 a 1/8 6063-76 ALUM. TUBE SCALE 3 V- 0 MIN SHUTTER SEPARATION FROM GLASS (SEE SCHEDULE SHEET 5) 1' 1/ • 1/4 MAX. 1/4 -20 S.S. MACHINE SCREW L NUT 12 0.C. PROVIDE 1 ACCESS HOLE Ca BACK SIOE FOR FASTENING TWO 1/4 S.S. LAG SCREW p 21.- 0 C. MAX. W/ 1 -3/4 PENETRATION IN CENTER OF STUDS (MAX. DESIGN LOAD = 2: 72 P.S.F.) WALL MOUNT SECTION - USING ALUM. TUBE • io • 2 4 a. W I N 4 FOR W000 PLATE USE 1/4 S.S. LAG SCREW W/ 1 -3/4 PENETRATION INTO W000 PLATE p 12 0.C. TWO 1/4 S 5 LAG SCREw (6) 24 0 C MAX W/ 1 -3/4 PENETRATION IN CENTER OF STuDS (MAX. DESIGN LOAD = = 72 P.S.F.) WALL MOUNT SECTION - USING 2" x 6" WOOD PLATE APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DAT G/ 2/ P410 BY PRODUCT CI ROL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO- ' //29 414 N 0 m > m Zz r CO W I- I __ Q 2 0 _ C) O 03 04 Q W yy 2 .M1I Q Z W —z — z > W N wz Z O 4 4 •u 3 2 3 U i U • 0 • g o s • • ul O LL • • 2 04 D N 2 N N N U W w o ' 1= z o S ; 2 z 04 a N W 0 M + a • C.- N = W 3 - g - T 1 11 - 99 -817 0 z a x U 111 2 0 0 0 0 1- IA =1s o R • °I "Inl- • • • V.J. KNEZEVICH PROFESSION / GINEE PL Li se No PE •a 10983 0. 7 0 (C 0 Q k 7 I N I 0 Iv I 3. 0 w N 2 W 1999 07/23/96 ( scale rdrav Dr AS nO rLO HC iin DTl c n .cl.ad b r -- �tst V 1K Jr _ _ VIII or 04...311 no ` srlee l 4 oT 6 MAXIMUM ALLOWABLE SPAN SCHEDULE NEG DESIGN 4 10A0 IPSFI TYPE A ALL MOUNTING CONDITIONS ExCEPT ©E F (FT -011 TYPE 8 DETAIL() OR DETAIL © W/ SINGLE ANGLE REQUIRED 3 -3/4^ MAx. 8.0 (PT - wl TYPE C DETAIL CI DOUBLE ANGLE REQUIRED 3 -3 /4 nw x. B.O. (FT -1441 TYPED OE TAIL 0 9 -3/16 MAX. 8 O. (FT - IN) 30.0 13 - 1 12 - 4 13 - 1 12 - 7 35.0 13 - 1 it - 0 13 - 1 U - 2 40.o 12 - II 10 - 8 12 - 5 10 - 11 48.0 12 - 4 9 -9 10 -4 10 -0 S2.0 12 -1 9 -4 9 -7 9 -7 56.0 11 - 11 9 -0 9 -0 9 -3 61.5 - 11 - 7 8 - 7 5 - 7 5 - 10 63.3 2 -7 8 -3 5 -3 8 -•5 � ees "1,.... IO - Il� 8 - 3 8 - 3 8 - 3 67.5 '1 " 9 8 -3 8 -3 8 -3 71 2 10 - 3 8- 0 5- 0 5- 2 7S 0 9- 8 7- 8 7- 5 8- 0 e1.4 8 -11 7 -0 7 -0 7 -4 56 9- 5 - 6- 7 6- 7 6- 10 904 8- 0 6- 3 6- 3 6'- 6 • 1000 7- 3' 5- 9 5- 9 • 6- 0 110.0 6- 7 5- 2 3- 2 • 5- 5 1200 6 -,1 4 4 - 9 5 -0 1300 5- 7 4- 5 4 5 4 7 140.0 5 - 2 4 I '4 - I 4 - 3 ' 150.0 4 - 10 3 - 10 3 - 10 4 - 0 1600 4 -6 3 -7 3 -7 3 -9 1700 . 4 - 3 3 - 4 3 - 4 3 - 6 1800 4 -0. 3 -2 3 -2 3 -4 190.0 3 -10 3 -0 3 -0 3 -I 2000 3- 7 2- 10 2- 10 3- 0 210.0 3- 5 2- 8 2- 8 2- 10 3 MINIMUM SHUTTER SEPARATION FROM GLASS (IN) 1 C POSITIVE . DESIGN LOAD (w! IDSF) • ACTUAL SPAN (FT - IN1 M174. SEPARATION FROM GLASS FOR INSTALLATIONS LESS THAN 30' ABOVE GRADE (INCHES) MIN. SEPARATION FROM GLASS FOR INSTALLATIONS GREATER THAN 30' ABOVE GRADE - (INCHES) 30.0 5 - 0 2 -7/8 t -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 SO 0 5 - 0 -7/8 1 -1/2 - 2 -7 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 t0 - 4 3 2 -5/8 80 0 5 - 0 2 -7/8 1 -1/7 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 5 - 0 2 -7/8 1 -1/2 7 - 0 2 -7/8 1 -3/4 100 0 8- 0 2 -7 /8 ,9 - 0 3 2 -3/4 10 • 3. 3 3 OL ALT. CLOSURE DETAIL SCALE: 3" • 1' - 2 . 1/8 ALUM ANGLE 3 810 TEK SCREWS OR 3- 3/16 - 0 ALUM POP RIVETS (TYP 1 - 2 . 2 . 1/0" ALUM TUBE 6063 -T6 ALLOY 2" MIN. FASTENER (m 26 0.C. (USE ANY ANCHOR IN ANCHOR SCHEDULE! 510: 1/2" GALVANIZED SMS OR 3/16 "0 ALUM. POP RIVET ea 18 t • 1^ • 055" ; 1 . 2 2 . 3 ..05S 2 . 4^ ;4.055 OR 2 . 5 . 125 AL ANGLE ricaL EITHER CONDITION MAY BE TYPICAL FOR EITHER SIDE ON CORNER CLOSURE DETAIL SCALE 3" . r -0 510 TEK SCREW OR 3/16 - 40 ALUM POP RIVET MI 24 0 C (TYP TWO 1/4 - 0 FASTENERS EACM ANGLE (5EE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR) NOTES: 1, REFERENCE APPROPRIATE COLUMN IN TABLE 1 BASED ON MOUNTING CONDITION IN FIELD. 2. FOR DESIGN LOADS BETWEEN TABULATED VALUES. USE NEXT NIGHER 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 OE5IGN LOAD TO DETERMINE MIN. SMUT TER SEPARATION FROM GLASS. 2 MIN. FASTENER (8 24" 0.C. (USE ANY ANCHOR IN ANCHOR SCHEDULE) ALT. CLOSURE DETAIL SCALE. 3" . r -0 2" • 2 . 175" ALUM ANGLE CON' OP ALT. CORNER CLOSURE DETAIL SCALE 3" • 1' -0 1/4 -20 TRUSS MEAD BOL TS L NUTS w/ LOCK WASHERS LID 24 0 C. HALF OF USE HALE OR FEMALE AS REOWRED 0 . 1/2" GALVANIZED SMS OR 3/16 ALUM POP RIVET p 18 0.C. t : 1 ..055" : 1" • 2 ■ 055": 2" . 3 . 055 . 2` . 4 ..055" OR 2 . 5" ..125 AL. ANGLE EXISTING STRUCTURE MIN SHUTTER SEPARATION FROM GLASS (SEE SCHEDULE SHEET 51 0.062 THICK RECESSED SILL 3105 -H32 OR 6063 -T6 ALUM ALLOY (1/8 BELOW CONCRETE) 1 -1/4" 40 60 ALTERNATE O FLOOR MOUNT DETAIL SCALE 3 ". 1•- 0' 4. 1/4 MAX. APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DAT BY PRODUCT CO BUILDING CODE ACCEPTANCE NO. EXISTING STRUCTURE 4 MIN 3.000 PSI CONCRETE CONCRETE FASTENER (01 8 0 C ANY SCHEDULED FASTENER IS ACCEPTABLE 2/ OL DIVISION COMPLIANCE OFFICE e 0 tO 00 U n Zz - H C/3 H • W � (. U Q � O U U) o: Q z CI(l O i W ()co - >� W- 4460 W z Z O U 5 co ui cc D N 2 2 2 8 I w 1 11 j I (0 2 0 0 0 0 0 Q W W a 0 a . 0 � at ). �. N ► E7 v - ¢ as I n N • c _ V.J. KNEZEVICH NGINEER t O61.Qn or I 0 1 W 4 E rtg O. O W 4 ¢ �a \1 � g 30 2 ;gam Q 3 �'- 0 m tx ii CC a • Se No: 10983 z ui W Q U 0 .e 2 V N 2 a 0 0 0. U a. 8 o: 0 0: 0 k 7 I 0! I 0 1- 0 r 7. 0 0 w N 2 w U .1 0 F I 3 - 1999 07/23/9) •C0• Or.vn 07 A$ NOria r 1 MC Il Cn.ch.0 01 V M VI. 1' Or4...nq na 99 -817 sneer S o7 6 11 /23/99 .09:41 ANCHOR SCHEDULE FASTENER MAXIMUM SPACING (INCHES) REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS EXISTING STRUCTURE ANCHOR TYPE LOAD (W) MAX (SEE NOTE 1) MIN. 2 EDGE DISTANCE MIN. 3° 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) SPANS UP TO 5 ' -8 .. (SEE NOTE 1) SPANS UP TO .. 8 ' -0 (SEE NOTE 1) SPANS UP TO 9•-4 "a, <. ..(SEE NOTE 1) SPANS UP TO 13. -1" (SEE NOTE 1) CONNECTION 1 TYPE 2 3 4 5 CONNECTION 1 TYPE 2 3 4 5'1 CONNECTION TYPE 2 3 4 5 CONNECTION 1 TYPE 2 3 4 5 CONNECTION 1 TYPE 2 3 4 ' 5 CONNECTION 1 TYPE 2 3 4 5 CONNECTION 1 TYPE 2 3 12 5 CONNECTION 1 TYPE 2 3 4 5 CONCRETE 3 48.0 12 12 12 7 9 12 12 10 5 7 12 12 9 4 6 6 12 6 3 4 12 12 12 8 11 12 12 12 5 7 10 12 1t 5 7 7 12 8 3 4 6 511 62.0 12 12 11 5 7 12 12 8 5 9 12 7 3 4 4 11 5 4 3 12 12 12 6 8 12 12 10 4 6 10 12 9 4 5 4 12 7 3 4 1 /4 - m ITW TAPCON W/ 1 - 1/4 - MIN EMBEDMENT (MIN. 3.100 P.SJ. CONCRETE) 72.0' 2 12 10 4 6 8 12 7 ®P4 5 12 6 4 4 11 5 J 3 12 12 12 5 7 9 12 8 5 6 12 7 L. 4 12 7 L 92.0 11 12 7 5 4 11 -5 i 3 4 11 5 3 4 11 5 3 12 12 9 4 5 4 12 7 4 4 12 7; 4 4 12 7 4 210.0 4 11 5 3 4 11 5 � 3 4 11 5 3 4 11 5 3 4 12 7 3 4 4 12 7 4 4 12 7r", 4 4 12 7 4 ,•+, . +. +, +, + + +..• +„• , + += of 1 u 0000. 1 1/40 ELCO MALE/ FMALE PANELMATE w/ 1 - 1/4 MIN. EMBEDMENT L 1/4 -20 MACHINE SCREW WITH NUT (MIN. 3.000 P.S.I. CONCRETE) 4 8.0 12 12 ,11 7 12 12 8 5 12 12 7 5 5 10 4 3 12 12 12 6 8 12 '12 9 5 12 12 Fs 5 5 10 5 62.0 12. 12 8 6 11 12 6 4 7 11 5 3 8 4 �12 12 10 4 6 12 12 7 4, 11 6 4 3 9 4 0 3 3 3 3 72.0 12 12 7 5 6 11 5/ 3 4 9 4 3 3 8 4 / 12 12 8 4 5 6 11 6 3 4 10 5 G 3 3 9 4 4# 4/ 92.0 9 12 5/ 4 3 8 4 /� 3 8 4 A 3 8 4 0i 9 12 6 3 4 3 9 4 0 3 3 9 4.:'# 3 3 9 210.0 3 8 4 / 3 8 4// 3 8 4 / 3 8 4 , 3 9 L 3 3 9 4 3 3 9 L/ 3 3 9 * /j„3 ��I / � I N 4 8.0 12 12 12 • 12 12 12 11 6 . ' 11 112 12 10 6 10 10 12 7 4 7 12 12 12 12 12 12 12 12 9 12 12 12 12 8 12 12 12 11 6 8 62.0 12 12 12 12 12 12 9 5 9 12 12 8 4 8 7 12 6 3 6 12 12 12 10 12 12 12 12 7 11 12 12 12 6 10 9 12 10 5 7 1/4-0 POWERS CALK - IN w/ 7/8 EMBEDMENT s 1/4 - 20 STAINLESS STEEL MACHINE SCREW (MIN. 3.000 P.S.I. CONCRETE) 72.0 12 12 11 • 11 12 12 7 4 7 9 12 7 4 6 7 12 6 3 6 12 12 12 9 12 12 12 12 6 9 12 12 17 5 8 9 12 10 5 7 92.0 12 12 8 8 7 12 6 3 6 7 12 6 3 6 7 12 6 3 6 12 12 12 7 10 9 12 10 5 7 9 12 10 5 7 9 12 10 5 7 210 0' 7 12 6 6 7 12 6 3 6 7 12 6 3 6 7 12 6 3 6 9 12 10 5 7 9 12 10 S 7 9 12 14 5 7 9 12 10 5 7 / 48.0 12 12 12 8 12 12 9 4 5 12 12 8 3 5 5 10 5 4 3 12 12 12 7 9 12 12 11 4 6 12 12 14 4 5 5 11 6 3 3 62.0 12 12 10 4 6 12 12 4'7116%3 3 9 4 12 12 12 5 7 12 12 8 3 5 8127• 4 3105F93 3 10 5 3 U 1/4 POWERS - ZAMAC NAIL - IN W/ 1 -1/8 MIN. EMBEDMENT (MIN. 3.000 P.S.I. CONCRETE) 72.0 12 12 8 3 5 6 11 -� 3 4 10 5 , 3 3 9 4 12 12 10 4 6 7 12 7 3 4 5 11 6 4 3 92,0 9 12 - 4 3. 9 ,, J 3 3 9 4% 3 3 9 10 12 8 3 4 3 10S 3 3 ' a 10 S / 3 3 10 S 3 3 210.0 3 9 3 3 9 , 3 3 9 4 3 3 9 / 3 10 5 3 3 10 5/ 3 3 10 S; 2 3 3 10 5 AZ HOLLOW CONCRETE BLOCK 48.0 6 2.0 ( 72.0 12 .12 12 12 9 L 5 11 . 11 • 10 5 � 3 ��12 12 11 4 6 12 12 7 3 4 11 tt ///fila sr . Or �,. E - E��Qa� 6 3 4 8 8 4 � � � � 7 4 ��/ 3 �� 12 12 8 3 4 9 9 6% 3 5 8 5 O 1// ITW TAPCON W 10 6 10 8 6% 4 3 ' 4.11 5 � r e' //.' 6 ' 5 3 F 3 ,' �, 3 � 3 Or %/� 12 7 12 9 7 5 3 � 4 4 8 5 4 s� � n90 4 //� L � � O1/ / �; t - /t MIN. EMBEDMENT 92.0 210.0 5 3 r / 5 3 Or.A 5 3 G% %iiEIMMON �r LOIlla ' �� 4 ;:a/ dr +++ + ,+ + •..•••,,.,= ' 1/4 ELCO HALE/ FEMALE - AANELMATE W/ 1-1/4 t i . -2 EMBEDMENT MACHINE B. SCREW WITH NUT SCREW 4 8.0 62.0 12 12 12 9 12 12 12 12 11 8 7 5 . S 4 3 2711:11 7 6 5 12. 11 6 12 8 12 6 11 5 L 3 4 S� 5 4 3 12 12 7 11 4 9 B 7 3 5 % 4 4 % , 5 3 3 5 3 3 101219 8 8 � 4 `or %/ ii'i!!!� 12 12 12 9 12 12 12 12 12 10 8 6 6 4 4 3 8 6 5 4- 12 12 6 12 9 4 5 12 12 5 5 10 5 % 3 3 3 3 3 12 11 7 6 3 l 4 3 4 / 10 A 4 3 3 3 9 9 4 0 4 72.0 92 0 3 9 4 3 3 3 3 9 4 0 4 % 210.0 3 8 L %��' � 8 4 , 4 3 9 4 i 3 3 9 4 r 3 3 9 G 3 3 9 v p 4 8.0 12 12 9 4 6 12 12 6 3 12 6 4 4 8 4 12 12 12 6 8 12 12 10 4 6 12 12 9 4 5 5 11 6 62.0 72.0 92.0 12 12 8 12 12 10 7 6 5 3 3 r d 5 4 3 10 5 3 11 9 7 5 3 4 . - 10 8 3 7 L 4 �� 3 %/ 3 . 3 3 3 7 3/ 7 3 7 3 0210 � 12 12 12 12 12 11 10 7 5 4 3 '6 5 6 12 7 3 12 12 9 8 7 3 3 4 4 3 7 5 3 10 3 s 4 3 3 3 9 9 5 5 1/4 - 0 POWERS CALK - IN w/ 7/8 EMBEDMENT & 1/6 - 20 STAINLESS STEEL MACHINE SCREW 5 70 3 3 9 5 210.0 3 '7 3 V% 3 7 3 r/ 3 7 3 ' / 3 7 3 or 3 9 5 / 3 3 9 . 5% 3 3 9 3 3 9 5 . 480 12 12 9 4 IS 1 9 1 0 6 4 3 9 9 6 3 3 6 4� 1 2 1 2 1 1 4 5 1 2 1 2 8 3 4 10 10© 3 3 7 4 7 62.0 11 11 7 3 4 7.. 8 5 g 4 J 3 12 12 8 3 4 8 6 % 3 5 8 or 6 4 U ( 1/4 0 POWERS ZAMAC NAIL - IN W/ 1 - 1/B - MIN. EMBEDMENT 72 0 10 10 6- 3 4 7 4 � � 5 ©% � Eal 3 3 L 8 5 29.11 L %i 6 4 92.0 6 8 4 � � 5 3 'or ,,aa� 5 3 �/ 6 9 6 3 � 4 �� 6 r. ,�I 210 0 5 �� j S 3 f /,( �� 5 3 6 4 4 /�� J FASTENER MAXIMUM SPACING ANCHOR SCHEDULE DESIGN LOADS AND SPANS (INCHES) REQUIRED FOR VARIOUS EXISTING STRUCTURE ANCHOR TYPE LOAD (W) PSF MAX. (SEE NOTE 1) MIN. 3/4" EDGE DISTANCE SPANS UP TO (SEE NOTE 1) SPANS UP TO (SEE NOTE 1) ) SPANS UP TO 9 •-0" (SEE NOTE 1) SPANS UP TO 13' - (SEE NOTE 1) CONNECTION 1 TYPE 2 3 4 5 CONNECTION 1 TYPE 2 3 4 5 CONNECTION 1 TYPE 2 3 4 5 CONNECTION 1' TYPE 2 3 4 5 DOOM 48.0 12 12 11 7 12 12 12 8 5 11 12 12 7 4 '10 10 12 4 3 7 RtRR1111i111[[fRl ta> 1 LAG MIN. 1 -3/4-3/4 ' MIN. THREAD D PENETRATION SHEAR PARALLEL OR PERP TO WOOD GRAIN 62.0 12 12 8 5 1212 12 6 4 8 1212 5 3 7 7 12 4 6 72.0 12 12 7 5 10 12 12 5 3 7 9 12 3 6 7 12 4 6 92.0 12 12 5 3 8 7 12 4 6 7 12 4 6 7 12 4 6 210.0 7 12 4 6 7 12 4/ 6 7 12 46 7 12 4 6 11/2.3/99 09:42 ANCHOR NOTES: 1. SPANS AND LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING ONLY. ALLOWABLE STORM SHUTTER SPANS FOR SPECIFIC LOADS. MUST BE LIMITED TO THOSE SHOWN IN TABLE 1, SHEET 5. 2. ENTER ANCHOR SCHEDULE BASED ON THE EXISTING STRUCTURE MATERIAL. ANCHOR TYPE AND EDGE DISTANCE. SELECT DESIGN LOAD GREATER THAN OR EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER THAN OR EQUAL TO SHUTTER SPAN. • 3. EXISTING STRUCTURE MAY BE CONCRETE. HOLLOW BLOCK OR W000 FRAMING. REFERENCE ANCHOR SCHEDULE FOR PROPER ANCHOR TYPE BASED ON TYPE OF EXISTING STRUCTURE AND APPROPRIATE CONNECTION TYPE. SEE MOUNTING SECTION DETAILS'FOR IDENTIFICATION OF CONNECTION TYPE. 4. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS. 5. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES WALL FINISH OR STUCCO. 6 WHERE EXISTING STRUCTURE.IS w000 FRAMING. WOOD FRAMING CONDITIONS VARY. FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE W000 FRAMING MEMBERS. NOT PLYW000. FASTENING TO PLYW000 IS ACCEPTABLE ONLY FOR SIDE CLOSURE PIECES. 7. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING, FASTENER SHALL BE LOCATED IN CENTER OF NOMINAL. 2" x 4" (MIN.) 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 WASHEREO WINGNUT. 11. FOR 8 -1/2" BUO.ILD -OUT C. MOUNT SECTION 0 ANCHOR SPACING SHALL NOT EXCEED 12. FOR BUILD -OUT MOUNT SECTION E®ANCHOR SPACING SHALL NOT EXCEED 6 "OC APPROVED AS COMPLYING WTFH THE SOUTH FLORIDA BUILDING CODE DAT i rLLL4 � do BY �� - ! J PRODUCT 1 ' IL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO. 99 //Z y 04- N a w O ao e N $1 W W Q O 7 N Cn N > V > ▪ 2 C CC T z z • m 3 Q W D N 2 0 Q U 0 CE c Q C w J a O z 4 0 W r 2 [ 3> Q PPP O KNEZEV H IPROFESSIO GINEER IFL Lic 4 e No: I PE ;10983 2 w r a 0 0 a 0 W N W 2 0 0 0 U Z 0 0 0 1 0 ]: () 0 0 w m Z w 0 -I 0 I G1 co c0 (3) O) 0) co 3 1999 07/23/96 s4a • taw pr AS oovcoJ MCi 1O•s.gnv . jLn:chird : J tt ar•... J np no 99 -81 7 r -- - sneer 6 of 1 t t fFio -D4t,E i PRODUCT CONTROL NOTICE OF ACCEPTANCE All Broward Hurricane Panel Inc. 450 West McNab Road Ft. Lauderdale FL 33309 Acceptance No.:98- 0616.05 (Revises No.: 97- 0623.04) Expires:0723 /00 s.pproved: /10/98 METROPOLITAN DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET. SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375-2901 FAX (305) 375 -2908 PRODUCT CONTROL DIVISION (305) 375-2902 FAX (305) 372 -6339 Your application for Product Approval of " WYronofold A.I.R. "Aluminum Accordion Type Shutters under Chapter 8 of the Metropolitan Dade County Code governing the use of Alternate Materials and Types of Construction, and completely described in the plans, specifications and calculations as submitted by: Applicant, along with drawin prepared by Dr. Humayoun Farooq, P.E, and test reports prepared by Hurricane Engineering & Testing, Inc has been recommended for acceptance by the Building Code Compliance office to be used in Dade County, Florida under the specific conditions set forth on pages 2 et. seq. and the Standard Conditions on page 3. This approval shall not be valid after the expiration date stated below. The Office of Code Compliance reserves the right to secure this product or material at anytime from a jobsite or manufacturer's plant for 'iv control testing. If this product or material fails to perform in the approved manner, the Code _.ipliance Office may revoke, modify, or suspend the use of such product or material immediately. The applicant shall re- evaluate this product or material should'any ammendments to the South Florida Building Code be enacted affecting this product or material. The Building Code Compliance Office reserves the the right to revoke this approval, if it is determined by the Building Code Compliance Office that this product or material fails to meet the requirements of the South Florida Building Code. The expense of such testing will be incurred by the manufacturer. Raul Ro • "guez Product Control Supervisor THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE COMMITTEE This application for Product Approval has been reviewed by the Metropolitan Dade County Building Code Compliance Department and approved by the Building Code Committee to be used in Dade County, Florida under the conditions set forth above. Director Building Code Compliance Dept. Metropolitan Dade County - ternet mail address: postmaster @buildingcodeonline .cam Homepage: http :/ /www.buiidingcodeonline.cam All Broward Hurricane Panel, Inc. 4. INSTALLATION ACCEPTANCE No. : 98 -0616.05 APPROVED JUL 1 0 1998 EXPIRES July 23. 2000 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. SCOPE This revises the Notice of Acceptance No. 97-0623.04, which was issued on July 23, 1997. It approves an aluminum accordion type shutter, as described in Section 2 of this Notice of Acceptance, designed to comply with the South Florida Building Code, 1994 Edition for Miami - Dade County, for the locations where the pressure requirements, as determined by SFBC Chapter 23, do not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION The aluminum accordion type shutter and its components shall be constructed in strict compliance with the following documents: Drawing No. 94-46 titled "Accordion Shutter Details," prepared by AI- Farooq Corporation, dated June 1 1994, last revised June 15, 1998, sheets 1 through 4 of 4, bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. These documents shall hereinafter be referred to as the approved drawings. `LIMITATIONS All permanent set components, included but not limited to embedded anchor bolts, threaded cones, metal shields, headers and sills, must be protected against corrosion, contamination and damage at all time. Man Pro • . Control Division The aluminum accordion type shutter and its components shall be installed in strict compliance with the approved drawings. 5. LABELING Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ". 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Duplicate copies of the approved drawings, as identified in Section 2 of this Notice of Acceptance, clearly marked to show the components selected for the proposed installation. 6.1.3 Any other documents required by the Building Official or the South Florida Building Code (SFBC) in order to properly evaluate the installation of this system. P rez, P.E.- Produc trol Examiner t t All Broward Hurricane Panel. Inc. ACCEPTANCE No.: 98- 0616.05 APPROVED JUL 1 0 1998 EXPIRES July 23.2000 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS I Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documents, including test- supporting data, engineering documents, are no older than eight ( years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement "Miami -Dade County Product Control Approved ", or as specifically stated in the specific conditions of this Acceptance. - 3. Renewals of Acceptance will not be considered if: a. There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes. b. The product is no longer the same product (identical) as the one originally approved. c. If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product. d. The engineer, who originally prepared, signed and sealed the required documentation initially submitted, is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and/or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a. Unsatisfactory performance of this product or process. b. Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purposes. 6. The Notice of Acceptance number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer needs not reseal the copies. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Notice of Acceptance consists of pages I, 2 and this last page 3. END OF THIS ACCEPTANCE , . Man 1 Pe z, P.E.- Product Product Control Division Examiner A . IL7 . = i.11s ►n'4/ft 1 111■ 111L/ 1R11/J 1■■ /.1 m AFtACA3L I ■EI /1 I IS ■ ■I•■ ■ ■■111 I In ■ ■ ■■ . .■■■■■■•■ ■ I I ■ ■___ 1 1 ■ ■■ ■ 1 1r1 ■ ■ ■• ■ ■ %■■ l o ■ la I NMI I 11•JF1 I III• 1 II ii INIM I IPIIIN Ins n no m me in 1 11111111 1W■ 1I■ s snow a 1 ■ ■■ r 1 1. K KEN ■ ■_)♦I/ ■ ■■•1■1�/ 11 ■ ■ ■r>..�■ ' 11•• I I ' II r r L] 1■I_ % % ■ ■■■ ■ ■ ■I/ II ■ ■■ ■ ■11•/1 ■ ■1MIR I II ■ ■ ■■ V Vi■1■■IiRRIMI MEM R RR N NI MU r re N NM ■■1 ■ ■■rlt■ ■ ■■11NI ■•i• ■="/■ 11111•1•11111•1 I IN , uI . 2844 .688 4.000 2.923 -+ 1.923 --� x .100 r 6063 -T6 t A.DJ. iiFAOLR/ 1 : 6063-T6 IRICLACIEEEEB a t . 1 1 Wu MD%n_rr c i / W 17 YP r.125 T 2X3Xi/r 3X3X 3.000 SPACER TL�9E 6063 -T6 2X3X 1/8' 2 X 4 X 1/8' 2 X 5 X 1/8' RUB - OUr 6063 -T6 .125 TV 2.000 DUE TO GENERA!_ OT NES L 1141S STRUCTURE IS DESIGNED AS PER THE SOUTH FLORIDA BUILDING CODE 1994 EDTIION FOR DADE COUNTY. ALSO FOR WIND LOADS AS PER ASCE 7-88 USING CORRESPONDING LOADS. 2. DESIGN CRITERIA FOR ALUMINUM. WNIMIUMI MECHANICAL PROPERTIES. AND SAFETY FACTORS ARE IN ACCORDANCE WTlfi THE 'ALUMINUM CONSTRUCTION MANUAL' LATEST EDMON. 3. ALUMINUM ALLOYS: ALL. EXTRUSIONS SHALL BE ALLOY 6063 -T6. 08 AS NOTED. 4. STEEL SURFACES TO BE PLACED IN CONTACT WITH ALUMINUM SHALL BE GIVEN ONE COAT OF ZINC CHROMATE PRIMER IN ACCORDANCE WITH FEDERAL SPEC. NO. TTP -645„ OR BE GALVANIZED. S ANCHORS SHALL BE AS USTED. SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 6. AU. A BOLTS. NUTS AND WASHERS SHALL BE STAINLESS STEEL OR ALUMINUM ALLOY 2024 -74 OR 7075 -T6. OR PLATED STEEL_ 7. THE DESIGN AT ANY GIVEN ELEVATION SHALL COMPLY W1Th THE 'PALES PERTAINING T'0 THE EXPOSURE/ZONE 8. DESIGN CRITERIA FOR SLATS: MAX DEFLECTION s L/30 OR 2'. 9. ANCHORING OR LOADING CONDITIONS OTHER THAN THOSE SHOWN IN THESE DETAILS ARE TO BE ENGINEERED SEPARATELY. SHALL DESIGN LOADS SLL BE CALCULATED AS PER REQUIREMENTS OF ASCE 7 -88. BASS) ON 110 MPH WIND VELOCITY. MINIMUM SEPARATION FROM GLASS REQUIRED SHUTTER SPAN = H = DESIGN LOAD = Pd = FACTOR - K - Pd /100 - READING FROM SPAri DEFLECTION CURVE = 0 = • DEFLECTION AT Pd = K+0 = MIN. SEPARATION REDD.. N. K.D +1' - LARGE MISSILE IMPACT- MIN. SEPARATION 0:00. - 3.25 FOR BUILDINGS UPTO 30' ELEVATION USE MAX. OF ABOVE TWO. FOR BUILDINGS • ABOVE 30' ELEV. IGNORE '. RGE MISSILE IMPACT REQUIREMENT. 2 M 2 0 W NRFSHOID TRACK 6063 -T6 IN. PSF IN. I4. IJ. 1N. IN. m ..OE: LECTIUN CURVE AT 100 PSF 6E 70 90 90 100 120 $LaT SPAN - INCHES PRODUCT MARKINQ 14 160 A LABEL SHALL 9E l: FIXED ON LOCKING MEMBER ON UNIT ABOVE THE LoQC wrni THE FOLLOWING STATEMENT. ALL BRCWARG HURRICANE PANEL INC. FT. LAUDERDALE. FL.. WFONOFOLD 'AIR' ACCORDION SHUTTER 'DADE COUNTY PRODUCT CONTROL APPROVED' FOR INSTALLATION DETAILS SEE SHEET 2 d: 3. 26 1 ----- 1.81 --+ .500 .062 FEMALE FWD SI A 6063 -7 L.630 6 SLAT PERFORMANCE CHART . GRAPH 8Y AL- FAR000 CORP- 305- 264 -9100 ENGNEEJk ?GAMMON FAROOQ PE 4 law MALE ENO SLAT 6063 -T6 .292 D �>•�I♦rt♦�I♦ ■\ \fir •1.1.1•■. a =)•11111r1■>1•►1 .1_•11M11•1• :T_'_ s■u■►ININII•L►I►MENIM. ��I ■-� ■I_-III10•1_ • 70 I , .DEFLECTION SPIN/10 AT NECaTIVE L0A0 SPAR/30 OR 2 IN. AT POSITIYC L0a0 80 90 100 11 120 130 140 1S0 160 SLAT SP - INCHES USE SLAT PERFORMANCE - TO VERIFY SLAT CAPACITY FOR THE REQUIRED DESIGN , ' AD FOR THE PARTICULAR LOCATION. USE SPAN DEFLECTION " -' TO CALCULATE SEPARATION FROM GLASS. AFFROVED AS C:UPLYING WITH THE SOUTH FLORIDA BIELDING CODE l P �TiT: !' •. .01 .DIMON nUILDiNG CODE COMPLIAMCE OFFICE ACCEPTANCE HP7L I LI , I� U. 4-� Cts z zP O o a a 4 o N ✓ W r• z n Cr p n o O 0_ o IA NOD . ET. W z Zw) i O CNI Lag- a O 1 N J W 0 0 01 0 u z 0 5 C 1• W 5 2 0 5 0 0 t V S z z V ; O1 O. P an-+_ A 9 n n N - .p 0 - O o m -�- = u • t 11 1 1 1i 1 i drawing no. 9 4 -46 sheet 1 of 4 ALL BROWARD HURRICANE PANEL INC. ACCORDION SHUTTER TEL. I -800-432-1803 IFAX. 954-973-3920 USE SAME CHART AS HEADER ANCHORS A.B.D OR E 0 12' O.C. 2 X 3 X 1/ 2 X 4 AWN AN AS REDD. AT BUILT -OUT COMM 1 10 X 3/e TEK OR 3/16' POP WETS O 12" 0.C. F - 41EDMON AT BUILT -011r WALL MOUNTS SECTION A-A 1 X 1 -1 X 1/r ALUM AN (TYP) FOR END • •mON 0 SEEN LEFT 1 10 X 3 3/16 Po 012' / -01E CAST IAM4X ROLLER HOUSING .2.50 MAXJ TtP 4' TEKS OR WETS I v tr. - OR AL NOTES AND EXTRUSION DETAILS SEE SHEET 1 OF 4. 'OR .FOR REOUIRDAENTS SEE SHEET 4 OF 4. 1 FOR MIN SEPARAThON SEE CHART ON SHEET 1 1/r OW AWL. LOCKING TUBE CHART TO USE z AICQNC A 8 0 6 BLoc1Lwoo0 2 - 2 3 SEE GRAPH CHART TD USE A B 5 2 ANCHOR CONC. BLOCK .WOOD 2 0 6 3 SEE CHART ON SHEET 1 1 SECTION E -E L INSIDE MOUNTS 4 • 1 ••— Ed -- 4 Ed SECTION 8-8 Lock HANDLE CAN BE INSTALLED INSIDE OR OUTSIDE BUILT -0 NDmON II I lot I!:I�a�la «�� .r, ,.,.. • '„ a 1/4 -20 S.S. THUMB SCREW CAN BE USED INSIDE OR CARSON 5.588 90' S �GR PH Ea 4• N01 E: HEADER AND - SILL DETAIL CAN BE USED IN .ALL' COMBINATIONS. MIN 2 -1/ ALUM AN 6063 -T5 1 X 3 X 1/8' 2 X 3 X 1 /8' 3 1/8' AUJU 6063 - 1 10 X 3/4 TEKS 0 r 0.C. ANCHORS A.B.D OR E • 0 12' 0.C. Ed • TYPICAL EDGE DISTANCE CONC. & BLACK - 12d (12 ANCHOR DIAMETERS) WOOD - 5d FOR LESSEN EDGE DISTANCES SEE SHEET 4 OF 4. 2 X 3 X 1/r 2 X 4 X 1/8' X 1 r SECTION C -Q ANCHORS: EMBEDMENT & EDGE DISTANCES SHOWN ARE BEYOND THE WALL COVERING . TILES. ENGINEER MUMAYOUN FAROOO PE / 16357 3/8' MIN 1/4 - X 1/2' BOLTS WITH NUTS O 7' O.C. 0 C s ▪ e-- c-- 0 TYPICAL ELEVATION APPROVED AS COMPLYING WITH• THE SOUTH FLORIDA BUILDING CODE 1e , " DAT 10 2 5 1998 BY OJ" OL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE N0 - 6616 Ct V z 0 641 t a 0 O a a � ✓ W r- Of Z n O 3 « m U) 0* W �jj�N ZIn' 0 L ) 1 W W 1- In z J W Z a W c 0 0 a 0 C C O C • C draw ng no. 94 -46 s heet 2 of 4 FASTENER SPACING IN. BASE MAT. ANCHOR 40 PSF 70 PSF CONCRETE t/e rPP°214 1 -.1/4* DWI 24 24 BLOCK 1/4 OWE rN f MED. at t/t wcaa 12 7 I -t/4 • Oela. 1000 f 2 S.Y.P. 04 a- 1 -t/T oats 18 10 • B CHART TO USE ,HOR CONC. BLOCK W000 A 12 11 E 8 12 8 0 INSIDE MOUNTS Ed SECTION 0 -0 2 x 2 x t /8' TUBE tt1 6063 -T6 PO x 3/4' HEX MKS 4 0 „:-..„,_,.._\ o12roc 11441L-. TYPICAL CORNER DETAIL 2 x 2 x 1/8' TUBE 6063 -T6 #10 x 3/4' HD( TEXS 3 /AN(XE 1/4' 117PCONS 2/ANGLE 1 -1/2 x 3x .094' ALUM ANGLE TOP & BOTTOM ROME/ i.rNIVii.iii�i� sirii 3/8' X 6' OR 1/X4 ALUM FLAT BAR CONT. (3) # 14 S.N.S. 0 Es.CH RAFT Y MIN. PENETRATION 3' MIN. /i, 11 1i It 1/4” PLYWOOD COSTING SOFFIT I14 5LS 0 12' 0.C. i =a DOSTIRG WOOD TRU • 24' O.C. MIN. 2x4 MEMBERS MIN. S.G. a 0.51 1 -1 ilEMELSIMISECIEDLICLICSILLJELLISES J MIN /4 3/4" 2 x 3 x 1/Er ALUM. ANGLE W/ 1/4 THRU BOLT W/ WASHER • NUT • 6' 0.C. COUNTER TOP CO,a(i1oN (PASS THRi; WINDOW) MAX SHUTTER HEIGHT - 6 FT. FASTENERS AS PER SCHEDULES W/ 1 -1/2' MIN. PENETRATION TO DOSTUNG HEADER 2 -1/4 X 5 -1/4 x 1/r ALUM ANGLE (6063 T5) x 1/2' BOLTS J ' iWTTH NUTS • r o.c. 2'X4' CONT. .19/ (3) 1/4' 0 X 5' LAG SCREWS • EACH STUD W/ 2' MIN PENETRATION INTO C0ST1NG STUD INSTALLATION DETAIL ON EXISTING WOOD BUCKS IIAX. SPAN It 9 FT. MAX. DESIGN LOAD gm 90 PSF OTHER CONDITIONS SMI.AR FOR FASTENERS SEE SCHEDULES SCALE : 1/4' ENWtEF30 HUMAYOUN FAR000 PE f 16657 FASTENERS . SEE SCHEDULES APPROVED AS COMPLYING WIT) THE SOUTH FLORIDA BUILDING CODE OAT -- - • 19 BY • PROCL' r .TR3L DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NOOS ' 1 2 14 -b U ct 3 0 0 O' a n C J CD a . Z 2c CC V1 0 a J - N _ • •. tv 1 1 sheet 3 of 4 G z Z 0 q 0 . u 1, c 0 a u m v as 0 0 growing no. 94 -46 *NIL ANCHDR CHART OEMs W cr to ANCHOR CHART 1 roou• I 1 116 130 - INCHES 6 O m m m N m m N 50 60 78 88 98 110 130 SLAT SPAN - INCHES 1 1 ; I I ANCHOR CHART 11 ■MIu11uu1.1u u n1I ■ n .IaIa1 .I..II>u.1.1..III 111►1IlMEm1II1111■ ■\11\■■ : 1 ■1111111 I.LII\Immm.111.1II '..nnI►um111t1111 1.UII II \'Vm111111■ ■Ri.fs;1iA kiaMt.111 :111IuI)101L- IIII1111 ONDISINSCSMUCRIMM ►11~!1101 ®1►31n6`a 1 6imEIIE111I1a5I11 Mg*S\1:1111:01/1111:_ MONM u- •1t-:•11 ■1;�42.4in!Pa:E!1I ■mitt\ ims � ■I.ttllmmiimi; I • 1 11 IO011i1 o Sc 68 70 88 90 110 130 SLAT SPAT: INCHES 50 150 150 07 m ro N ANCFDR mows MEIMPAVIII II11/tmm1111■ ■m.1tu *i uaIl.IIluI■I11I11 Il11111111III11ni ° u .Iu11Om1111.IiiU ■I Iia1.i111111>mu= ■I1L IIUMm111.I$.Iu \IIIIO..1►.aIIuIIM iI MMIMMa 'IIiE.0 IIEm1 >m.MIU►N111u ONIMNIPPOMMISMINIORME ►1E.Nmm>.,■ImlMMIEH I ►REMSE111E:!■.uhII SZVEAMMIUMEORIMMEMM ANCHOR 50 60 70 80 90 116 130 SLAT SPAN - INCHES 58 60 70 80 90 110 130 SLAT SPAN - INCHES CHART 2 apou Ik IIII.mMMOluuul 311M■■■hn■■mI■■■■ 1I\1.1I.mrII.1I11■ moaaamilaummum MISOOMMOMMOMMU 1u'IO1>mm11I1uuu I►i11I►`t- 111u..m 1VV1IL'(cM■tUIIIlm■ O'i►11.1mai.uuIu I:iilmt311116`. MBROOMMEMORZYMMIN ■(1■SI•Irm■umN'M 11111 ►SMEON: LISSOM III1 >.lMMIS:Stmi 1I1111I.mMa!*a!!4I11 1I1.I.II- ■IItik!■ 11111111.111111 • I ANCHOR CHART 12 150 58 60 70 80 90 110 130 150 SLAT SPAN - INCHES ti L N 0. N 1111111 ANCHOR CHART 3 wma O 110 130 150 SPAN - INCHES ANCHOR CHART 8 WOGS* 50 60 70 88 90 118 1:11 SLAT SPAN - INCHES 1S0 I USE CHARTS 1 1HRU 12 TO VERIFY ANCHOR REQUIREMENTS AND STRESS U1d.TATlONS OF LOAD/SPAN COMBINATIONS FOR HEADER AND SILL 6 N N ' M ▪ il ■ Ct N y W am Z m M tg id CD 0 m 50 60 70 80 90 • 110 138 SLAT SPAN - INCHES m N N TYPICAL ANCHOR$ t• ANCHOR ©- 1/4' TAPCON 1-3/4' -1%4' E.iBEDMENT TO BLOCK ANCHOR ®- #14 S.M.S. W/ RAM. SCRU - EAD INTO CONCRETE 1 -1/2' EMBEDMENT. • ANCHOR © 1/4 RAWL CALK -IN. STAR TAMPitr OR EQUAL. TOTAL ANCHOR BODY INTO a ONC. . ANCHOR ©- #14 S.M.S. /LAG SCREWS INTO WOOD. (S.G.- 0.47) 1 -1/2' MIN. PDNETRATION. NOTE: ANCHORS. USE FULL EMBEDMENT' IN CONCRETE BEYOND THE COVERING (STUCCO. TILES. ETC.) ANCHOR CHART 4 dOOO '3' ANCHOR CHART 9 N: m , l . UN S0 60 70 8E 90 110 136 SLAT SPAN - INCHES 150 m N W y 0. . m 07 0) W Is am 2 m cn 0 0) m .0 FASTENER SPACING IN MASONRY CHARTS ARE BASED ON TYPICAL EDGE DISTANCE - 12d. FOR LESSER EDGE DISTANCE DECREASE SPACING BY MULTIPLYING WITH THE FACTOR BELOW EDGE DIST. FACTOR 12d - Shod - 2 - 1 /21 Wear 16d - 1 - 1 /r 1.00 1 0.66 1 0.71 1 0.57 54•1 -1/4' 0.50 EXAMPLE FOR 3' EDGE DIST. SPACING - 12' 0.C. (FROM Ct*RG FOR 2' EDGE DIST. SPACING - 12 X .71 as 8.5 0.C. TYPICAL. EDGE DISTANCE IN VI1DOD - 1 -1/4' NO REDUCTION FACTOR IS REQUIRED FRGINE Ot MUMAYOUN FAR000 PE / 18337 { }- 5-199 ANCHOR CHART 5 dolor • 50 60 70 80 90 110 130 'SLAT SPAN - INCHES m . N N m N OA ANCHOR CHART 18 NOON 50 60 76 88 90 110 130 SLAT SPAN - INCHES 150 158 APPROVED AS COMPLYING WITH THE SOUTH FLORIDA au:LDING CODE 1931 BY 1,5175100-,,, PRO.".0 INTROL DIVISION 'SUiLDING CODE COMPLIANCE OFFICE ACCEPTANCE NO. q g - 66* -A4 0 O O O d a a � O CA et ✓ W N z m U 00 CC 1 I an a O W N �v c ) N 1 N W O J Q a G z O 0 c 1 jiJ l l drawing no. 94 -46 (sheet 4 of 4 • (VORTICAL OR HORIZONTAL) 1/3 SPAN , 1/3 SPAN , 1/3 SPAN TE W 6)I (SCE NOTE 1 6) u+muNro) Tra of va ONV KV12CD aismi LWD SI MMIMM d a } opI K tti ' 11 / n o q 1 310N .AS) 11 01s t• not }dt��sap u+muNro) Tra of va ONV KV12CD aismi LWD SI MMIMM a } opI K tti `w tvt © WINGNUT SCALE s HALF SIZE - N.TS. ® STORM PANEL SCALE 1 1/4' - 0'- 1' VIDTH UNLIMITED CPERP. TO PANEL SPAN) SECTION TYPICAL ELEVATION r- TOP MOUNT. PLAN V•_EV CSEE NOTE t 6) BOTTOM MOUNT. t = HIN. .083' SCALE HALF SIZE OVERLAP FASTENERS EXISTING STRUCTURE ©KEY HOLE WASHER ©'h' HEADER SCALE 1 1/4' PLAN VIEW SCALE' 1 -1/2' - 1'-0' SCALE 1/4' 03 'U' HEADER I' OVERLAP AL. ANGL. CLOS1RE PIECE 1' x 2' x .125' MIN. TO 2' x 3' x .I25' MAX. 1. THIS SHUTTER SYSTEM IS DESIGNED IN ACCORDANCE VITH THE SOUTH FLORIDA BUILDING CODE, 1994 EDITIIN, AND TIE ;994 BROVARS COUNTY c 2. POSITIVE AND NEGATIVE DESIGN PRESSURE CALCULATIONS SHALL BE PERFORMED IN ACCORDANCE VITH ASCE 7-88 'MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES ". 3. STORM PANELS SHALL BE 20 GAUGE STEEL, (t = .033'), CONFORMING TO ASTM A446, STRUCTURAL 'DUALITY. GRADE C. VITH A MIN. Fy = 40 KSl BEFORE ROLLING. GALVANIZED IN ACCORDANCE VITH ASTM G90. ALUMINUM EXTRUSIONS SHALL BE 6063 -76 ALUMINUM ALLOY. U.D.N. PRODUCT MARKINGS SHALL BE VITHIN 12" IF PRE END OF THE PANEL VITH A MIN. OF ONL MARKING PCR PANEL AND SHALL BE LABELED AS FOLLOVS• B H P C O FT. LAUD., FL. DADS COUNT PROD. APPRD. 3, ALL BOLTS AND VASHERS SHALL BE STAINLESS STEE1. VITH A MINIMUM Fy '' 33KSI 6. ALL PANELS SHALL BE FASTENED AT OVERLAPS AT 1/3 POINTS <SEE TYPICAL ELEVATION); HOWEVER.. PANEL SPANS SMALLER THAN 48' MAY BE FASTENED AT MIDSPAN. FASTENERS SHALL BE 1/4 -20 x 1. SIDEVALX BOLTS V/ DIE CAST ALUMINUM VASHERED VINGNUTS. 7. MATORIAL SPECIFICATIONS NOTED HEREIN ARE THE MANUFACTURER'S REP;ESENTATIDN OF MATERIALS TO BE USED IN PRODUCT TESTING. B. THE DETAILS AND SPECIFiCATI!TNS SYDVN XEREIN MREPRESERT THE PRODUCTS PROPOSED FOR IMPACT. CYCLIC AND UNIFORM STATIC AIR PRESSURE TESTING IN CONFORMANCE VITH DADE COUNTY PROTOCOLS PA 201, 203, AND 202 VITH DESIGN LOADS AS FOLLOWS. POSITIVE DESIGN LOAD + 61.5 PSF NEGATIVE. DESIGN. LOAD - 61.3 PSF DESIGN BASED ON CRL REPORT s 51013, S1013A L 510138. 9. A YARNING NOTE SHALL BE PERHA1&NTLY PLACED ON EACH PANEL OR SILL CT PAWLS ADVISING THE HOME OVNER OR TENANT THAT THE STORM PANELS VILL NOT OFFER HURRICANE PROTECTION UNLESS ALL REINFORCING BOLTS ARE PROPERLY INSTALLED 10. TOP 1. BOTTOM DETAILS SHOWN NAY BE .INTERCHANGED AS FIELD CONDITIONS DICTATE. PANELS MAY BE MOUNTED HORIZONTALLY VHERE APPLICABLE. ExISTING PRMUCT RENEWED ACCEPTANCE Nag - 1 - 67, 1 Z • 06- O E PI \TION DATE r ill�ia• u )` j o By. P1 DEL ®'EAB' ANGLE SCALE 1 1/4' = 0' -1' SHEAR FASTENER 2 24' D.C. PRO iUCT CONTROL DIVLSIO C'r (20.E COMPLIANCE 0 8 n) V.J FI. .123' TYP. 3A0' ® ANGLE SCALE N 1/4' = 0' -r APPROVED AS COMPLYING WITH. THE SOUTH FLORIDA BUILDING CODE DAIL V . A 19 PRODUCT NTROL DIV!S:ON a BIRLD:NG COMPLIANCE OFFICE ICCEPTANCE NO ( 4'- - ! 15 . 03 PROFESSIONAL ENGINEER A CH 2 N � 19 5 010983 • onte U z Z 1- Tn w w )- 1— VI Q j - 1 .. N cks Ww ° CT Z 1 L ( CD U J °v im CL u ,, < 5 LcW�� N w o "' w = id Z 1.3—<0 zsD_x w.020- 0. z t 4 0 VI LJ Z a_ LJ U_ 2 Ia 0 CC 14 J J shee _ C of 2 dro.ing no. 94 -98.1 0 GAUGE STEEL STORM PANELS COPYRIGHT 1994 KNEZEVICH L ASSOCIATES, INC. SEE SECTIONS roR HAX. SPAN _ FASTENER ANCHOR SCHEDULE O :C,) FASTENER T°` ' ... ,,, HOL.LOV BLOCX 1 SPACING REQUIRED (INCHES 1/4'• RAVI. CAL( -IN V/ 7/8' MIN. EMBEDMENT EXISTING STRUCT1. E CONCRETE VOOD FRAHING ANO(QR DESCRIPTION 1/4'0 RAVL CALK -IN V/ 7 /B' MIN. EMBEDKENT 1 1/4'0 ITV TAPCON ANCHOR i V/ I-1/4" MIN. D4BEDMENT 1/4 U.S. SLEEVE ANCHOR v/ v MIN. EMBEDMENT 014E 1/4 VOOD LAG SCREV •V/ 1 -7/8' M1N. ENBEDMENT EDGE DIST. 'SPAN (L) 1N FT r r r Y 2 • r ' 4 AN04 NNE No. 2) L S 101' Ir / Ir lr _ Lr 6x U" r 7' !r lr _ ANCHOR SCHEDULE :7"----- D.C.) FASTENER SPACING REQUIRED CINCHES EXISTING STRUC:tRE HOL.LOV BLOCX 1 . ANC/- R DCSCR U'TION 1/4'• RAVI. CAL( -IN V/ 7/8' MIN. EMBEDMENT 1/4'• !Tv TAPCON ANCI-[?ft I V/ 1 -I /4' MIN. EMBEDMENT, 1/4'0 U.S. SLEEVE ANCHOR V/ 0' MIN. EMBEDMENT EIGE DIST. SPAN (L) IN r r 1 r 3' 2' 3' • L I 1 «' r I IV I u' • s' r Ir U' u' GLASS OR DOOR GLASS OR DmR W 0 W W . ANGLE TO WALL DETAIL i EXISTING STRUCTURE TENSION FASTENER (SEE AMCA:Ft SO-{DUI-0 TENSION FASTENER (SEE ANDER SCHEDULE) EXISTING STRUCTURE O WALL MOUNT SECTION A SCALE L4'= 0' 1' WOOD FRAMING TENSION FASTENER' (SEE ANCHOR MEDAL) ®CCNT. v00D FRAMING ANGLE TO WALL DETAIL PANEL TO ANGLE DETAIL WALL MOUNT SECTION SCALE•114' = - 1/4' MAX 1/4 -20 MACHINE BOLT L V INGNUT 2 6.5 OZ- TYP. TOP L BOTTOM PANEL TO ANGLE DETAIL. GLASS OR DOOR . 1/4' MAX Ptr.'t31D AND STUCCO FINISH NnTr• MIN. • • SCALE / 3' =.1' -O' • -4. SCALE I1/4' = 0' -1' EDGE DIST. e4 L1 EDGE DIST. w e • Sat S s 1/4'0 x 1 -3/4' S.S. LAG 9 12' aC V/ 1 -1/2' PENETRATION INTO VtOD 2 - 1/4'0 x 4 - 1/2' S LAG SCREV e 24' O.C. MAX. V/ 1 -3/4' PENETRATICH IN CENTER DF STUDS 2' x 6' P.T. WOOD CON T. CONNECTION TOP USING SHOVN IN ® CONT. EXISTING STRUCTURE 1/4 -20 MACHINE BOLT l VINGNUT e 65' DL. EXISTING STRUCTURE ti VCOD BUILD-CUT MAY BE USED AT h' HEALER (DAS vALL SECTION O . WALL MOUNT S ECTION (BOTTOM) SHEAR FASTENER (SEE ANCHOR SCHOOLA D V 4' MAX. SHEAR FASTENER (TEE ANCHOR SC}EDLLD CEILING /INSIDE MOUNT SECTION GLASS OR DOOR 4 • . e EXISTING sTRUCTLRE TENSION FASTENER (SEE ANCHOR SCHEDLLE) MIN. 90P CONT. - TYP. a BOTTOM ® CONT. - TYP. TOP L BOTTOM EXISITNG STRUCTURE e SIDE CLOSURE REO'a (SEE PLAN VIEV) SCALE 1.1/4' = 0' - 1' AH[S{R mans, L MD ENBED`I NT AND EDGE DISTANCE EXCLUDES WALL F1N1:H DR STU ".CO. 2. V'0't LAG S CREWS FASTEN TO NARR3v FACE OF STUD FRAMING, FAS TEt SMALL BE LOCATED IN CENTER Cr vmr STUa 3.'� � >• ^RS SH4-LL BE INSTALLED ON ACCC -ROANCE ('ITN 1/4 -20 MACHINE DOLT 1. VINGNUT 2 6.5' (1C. (TYP. TOP L BOTTOM) V4 - 20 MACHINE BOLT a NUT TENSION FASTENER (TYP. TOP L BOTTOM) (SEE ANCHOR SCHEDULE) BUILD =OUT MOUNT SECTION GLASS OR DOOR PRODUCT RENEWED ACCEPTANCE No. C PT' o 21E1) EXPIRATION DATE 111 A i ) - go By EXISTING STRUCTURE 1/4'• RAVI. CALK -IN e 6 -1/2' O.C. V/ 7 /0' EMBEDMENT IN CONCRETE OR BUICK O PR ► D • CONTROLDI at • N BUILD 1 • CODE COMPLIAN ' • FFICE O DIRECT MOUNT SECTI ❑N. SCALE 1. 3'= 1'- 0' APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE Orr DA Br PRODUCT CONTROL DIV!S:ON BUILDING CODE OMPLIANCE OFFICE ACCEPTANCE NO. `Y ! l a3 PROFESSIONAL ENGINEER I t AMP V.J. CH Fl. L. e Not PE 0010983 JAN 2 t 1995 pate N J W Z 0. E 0 1- H J W W F- tn W 13 La 0 N 1. O L v 0 a .0 8 a -C • g J W Z IL > > a J 0 U z 2 >. a U drn.Ing no. 94 -98.1 •how- ? nF ? 1 8 a I 1 +-.102' SCALE' HALF SIZE 3.09' © ADJ. SILL -BOT, SCALE' HALF SIZE .519' I .D. .220' LD. .360' O.D. 12 TYP, SLAT SCALE HALF SIZE 6005 -T5 ALLOY t1 t2 .062' .109' .-.102' 2.605' 8 L937' 13 RAIN GUARD SCALE' HALF SIZE 6063 -T5 ALLOY 2A0' ANGLE SCALE HALF SIZE O HEADER -CLG. MOUNTED O HEADER -WALL MOUNTED SCALE' HALF SIZE • HEADER MAY BE INVERTED AND USED AT BOTTOM AS A SUBSTITUTE FOR PIECE ® .465', .650' 1.953' A .092' crrn O ADJ. SILL -TOP ® 90' END SLAT SCALE1 HALF SIZE SCALE' HALF SIZE 6063 -T5 ALLOY CI LOCKING PIN SCALE. HALF SIZE • TYPICAL AT EVERY OTHER INSIDE JOINT AT TOP 16 ROLLER ASSEMBLY SCALE' HALF SIZE ® ALT, HEADER -WALL. MOUNTED SCALE' HALF SIZE • HEADER MAY BE USED AS AN ALT. PIECE ( TYPICAL TOP OR BOTTOM. _,243.' SCALE: HALF SIZE 6063 -T5 ALLOY FLAT END SLAT tl ® SILL -WALL MOUNTED SCALE HALF SIZE 3.537 t1 t2 t3 .062' .133' .169' 10 FEMALE LOCK -SLAT SCALE' HALF SIZE 6005 -T5 ALLOY 1 /B' x 1'0 NYLON WASHER *14 -10 x 1' LONG *410 STAINLESS STEEL SMS WITH FLOUROCARBON COATING (USE 3' LONG SCREW IF BUSHING IS USED ON OUTSIDE) NOTES' 1. THIS ACCORDION SHUTTER SYSTEM IS DESIGNED IN ACCORDANCE WITH THE SOUTH FLORIDA BUILDING CODE, 1994 EDITION, AND THE 1994 BROWARD COUNTY EDITION. • 2. POSITIVE AND NEGATIVE DESIGN PRESSURE CALCULATIONS SHALL BE PERFORMED FOR SPECIFIC JOBS IN ACCORDANCE WITH ASCE 7 -88 'MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES' TABL,ES SHALL BE REFERENCED AT APPROPRIATE DESIGN LOADS. 3. ALL EXTRUSIONS SHOWN SHALL BE 6063 -T6 ALUMINUM ALLOY, U.O.N. 4. EACH SHUTTER ASSEMBLY SHALL BE PERMANENTLY LABELED AT THE BOTTOM END OF THE LOCKING SLAT AS FOLLOWS' B H P C O FT. LAUD., FL. DADE COUNTY PROD. APPRD. 5. ALL BOLTS AND WASHERS SHALL BE GALVANIZED OR STAINLESS STEEL W/ A MIN. Fy = 33 KS1. POP RIVETS SHALL BE 3/16 5052 ALUM. ALLOY 6. ALL SHUTTERS SHALL HAVE A LOCKING MECHANISM AT CENTER OR SIDE C LOSUR E . 7. THE DE AND SPECIFICATIONS SHOWN HEREIN REPRESENT THE PRODUCTS TESTED FOR IMPACT, CYCLIC AND UNIFORM STATIC AIR PRESSURE IN CONFORMANCE W/ DADE COUNTY PROTOCOLS PA 201, 202. AND 203. 8. DESIGN IS BASED ON CTC TEST REPORT *95 -012. 9. TOP 6 BOTTOM DETAILS MAY BE INTERCHANGED AS FIELD CONDITIONS REQUIRE. 10. FLOOR TRACKS MAY BE REMOVABLE AT NON- STACKING LOCATIONS. USE REMOVABLE ANCHORS SUCH AS CALK -IN OR BRASS BUSHING. 5/B'0 x 3/4' LONG NYLON BUSHING V/ *14 X 3' LONG *410 STAINLESS STEEL SMS WITH FLOUROCARBDN COATING. (TYP, AT EVERY INSIDE JOINT TOP AND BOTTOM) O BUSHING ASSEMBLY SCALES HALF SIZE 1.357' 3.223' .396' I.D. 11 MALE LOCK SLAT SCALE; HALF SIZE 6005 -T5 ALLOY AFPRO,'ED AS COMPLYING WITH THE SOUTH FLORIDA. BUILDING CODE DFT '1 ..:: i 1996 PRODUC, NTROL DIV!SiON • 3UILDiNG CODE COMPLIANCE OFFICE '.CC&PTANCE NO,QS_-01 11' FL Uc PE dote seote ws PCTED O V (*MON by vJx N F $ S H N aminimmiimm I V.J. k is CH DROFESS ENGINECR 5/S/95 (drwen by ` J.V. ec N1LL [chked by VJx o wr, no 95 -207 I sheet 1 of 6 SHEAR FASTENER ! 24' O.C. (SEE ANCHOR SCHEDULE) N.T.S. SECTION SCALE. 3' = SCALE. 3' = I' -0' vARIES - ND LIMIT MEMBERS MEMBERS OA TYPICAL ELEVATION 0 ALT. CLOSURE DETAIL TIP TRACK PLAN VIEW ALT. LOCATION OF LOCKING NECIWIISN AT SIDE LOCKING MECHANISM AT MID !EIGHT (SEE NOTE 6) BOTTOM TRACK 0 V/ LEG IN OPTIONAL DIRECTION TENSION FASTENER 2 24' D.C. (SEE ANCHOR SCHEDULE) 212 x 1/2' GALVANIZED SMS OR 3/16'0 ALCM POP RIVET e1e' 1' x 2' x .125' TO 2' x 5' x .125' MAX. ALUM ANGLE EDGE I DIST. © SIDE CLOSURE DETAIL 0 ALT. CLOSURE DETAIL SCALE. 3' = 1' -0' TENSION FASTENER ! 24' ac. (SEE ANCHOR SCHEDULE) 1' x 2' x .125' TO 2' x 5' x .125' MAX. ALLAH. ANGLE 212 x 1/2' GALVANIZED SMS OR 3/16'0 ALUM. POP RIVET !10'aC. SCALE. 3' = 1' -0' ® TYPICAL PLAN VIEW SCALE. 3' = 1' -0' =KING MECHANISM AT CENTER OR SIDE IT SHUTTER. NAY BE MOUNTED ON DIME VIERS ACCESS ALLOYS PROVIDE SEPARATION FROM GLASS PER SCHEDULE PAGE 5. 2 SW-AR EACH ANGLE FASTEIERS 1' x 2' x 1 /e' ALUM. ANGLE 3- 3/16'0 ALUM. POP RIVETS SCALE. 3' = 1' -0' 3/16'0 ALUM. POP RIVET a 24' aC. CTYP> OE INSIDE CORNER CLOSURE DETAIL 0 CORNER CLOSURE DETAIL APFROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DATE -- 19910 PRODU. COre1ROL DIVIS;O 3UilDING CODE COMPLIANCE OFFICE ACCEPTANC= NO QS - 666 7 -(P) 2'x2'x1 /8' ALUM TUBE 6063 -T6 ALLOY W in scat. As 1 8I i W a o Z L) CD • - CC L. CX yap Q W�P v, • 0 -J by �aar,p ao 95 -207 sA.t 2oI'6 legman by 1 J.V. HILL. I(7Wf csd by Vx O WALL MOUNT SECTION SCALE 1 3'= 1'• 0' o WALL MOUNT SECTION SCALE : 3' = 1' -0• WINDOW/DOOR ---� 3/16'0 POP RIVET t V O.C. ASS EMBL Y EXISTING STRUCTURE CONTIMEUS VDDD FRAMING e HEADER Nat SEPARATION FROM GLASS SEE►EDULE PAGE 5 MIN. SEPARATION FROH S SEHE� PAGE cszE ANC1 scmouLE TYP. TOP L BDTTac ® CEILING /INSIDE MOUNT SECTION SCALE 3'= 1'- 0' GLASS OR DOOR TENSION FASTENER 1/4'O VOID LAG SCREW (SEE NOOR SOEDU.D EXISTING STRUCTURE SHEAR FASTENER !SEE Arca Sa:D AM TYP. TOP L BOTTOM 0 (OPTIONA 3/16'0 AUK POP RIVET a 6' O.C. 3/4'o ACCESS HOLE WHERE REO'D. FOR REMOVABLE TRACK ROLLER ASSEMBLY 16 TYP. EVERY OTHER IN CONT. VOID FRAMING t SILL REO'D. WHERE FRAMING IS SEE DETAIL to DR O WALL MOUNT SECTION SCALE 1 3'a 1'- 0' g (OPTIONAL) 3/$'• x 1/2• LONG GALVANEZED SCREW 1/4' MAX. 1/4 MAX. EXISTING STRUCTURE 1/4' MAX,, 1/4' MAX. MD4. SEPARATION FROM GLASS SEE SCHEDULE OR DOOR TENSION FASTENER (SEE AICIOt SCHEME) TYP. TOM L BOTTOM 7 ALT. ANGLE LEG DIRECTION (TYP) TENSION FASTENER (SEE NOON =CUD TYP. TOP 1 BOTTOI EXISTING STRUCTURE (SEE ANCHOR SCHEDULE FOR WED APPLICATD]NA TVD MIGLES 14 CWT. TYP. TOP L QI (TYP. TOP L BOTTDO ® OPTIONAL) © BUILD -OUT MOUNT SECTION SCALE 3'= 1'- 0' APPROVED AS COMPLYING G WITH THE SOUTH fL0 ?!D.-. BUILDING CODE 19 9 w'v DAT BY PRODUC CONTROL DIVISION BUILDING" CODE COMPLIANCE OFFICE ACCEPTANCE NO.q.5 0A67.03 1/4' MAX. 1/4' MAX. O Ntap .o 95-207 z 0 O • ix J ai 4Z 44i c, a C) I- W .r S Q - U1 r � v V..1 KMEZEVICH ant 3 of 6 ErdiDiaR 7/3/13 la' ,n mu. by TWO 1/4'0 WOOD LAG SCREWS 0 24' O.C. MAX. UUSE 3rd C A NCHO R FOR SPANS 1 5'-6' 2' x 6' x .125' Wes. t MEMBER PROVIDE CONT. PLATE WHERE TRACK ENDS BETWEEN TRUSSES MIN. SEPARATION FROM GLASS SCE PAGE SCHEDULE <MAX DESIGN LOAD ± 75 PSF) O SOFFIT CONNECTION DETAIL SCALE = 3' = OR GLASS PLYVDOD 1 STUCCO FINISH NIN. SEPARATION FROM GLASS SEEP DULE S TENON FASTENER V4'0 MID LAG SCREW (SEE MOM SCHEDULE) 2 - 1/4'0 x 4 -1/2' S.S. LAG SCREW 1 24 ac. MAX V/ 1 -3/4' PENETRATION IN CENTER IT STUDS 2' x 6' P.T. VOOD CANT. MITE THIS DETAIL MAY BE USED AT TDP DIG A 'WALL- IQIITED' HEADER ININ IN WALL NQNT TDIN <MAX DESIGN LOAD t 75 PSF) 0 ALT, WALL MOUNT SECTION l , SCALE 1 3'= 1'- 0 WOOD ROOF TRUSS OR FRAMING MEMBER STUCCO FINISH DR PLYWOOD SOFFIT 1/4' MAX z N ® (OPTIONAL) d 1/4' MAX. 0 m DOUBLE 2' x 4' STUDS OR DOOR i L GLS OR�DR DO PLYVODD 1 S FINISH (MAX DESIGN LOAD ± 105 PSF) © WALL MOUNT SECTION SCALE 3' = 1' -0' MIN. SEPERATION FROM GLASS SEE SCHEDULE PAGE 5 NOTE= THIS DETAIL MAY BE USED AT TOP USING A 'VALL-$QIRED' HEADER AS VN IN WALL MOUNT TION SEE AC SCHEDULE ►K 1/2' T. PLYWOOD EXISTING FINISH MATERIAL TENS FASTENER 1/4'0 5S. LAG SCREV (SEE ANDER SCHEDULE) 1/2' t.^ Q \--1/ 4-20 BOLT s. MUT 1 12' O.C. 2 - 1/4'0 SS. LAG SCREWS V/ 2' M1N. PENETRATION INTD WOOD FRAMING 1' x 4' x .125' OR 2' x4'x.125 CENT. ALUM. TUBE 3/4'0 ACCESS HOLE (MAX DESIGN LOAD ± 75 PSF) O ALT, WALL MOUNT SECTION SCALE = 3'= 1'- 0' 1/4' MAX d 1/4' MAX ® OP OPTIONAL) z GLASS OR DOOR DOUBLE 2' x 4' STUDS GLASS OR DOOR MIN. SEPARATION FROM GLASS SEE SCHEDULE PAGE 5 MIN. SEPARATION FROM GLASS SEE AS S 1/2' <MAX DESIGN LOAD ± 105 PSF) O WALL MOUNT SECTION SCALE : 3' = 1' -0• TENSION FASTENER 1/4'0 S.S. LAG SC (SEE ANCHOR SCHEDULE) TVO ANGLES - 14 CONT (MAX DESIGN LOAD t 75 PSF) O BUILD -OUT SECTION SCALE 1 3' = 1' -0' EXISTING SIDING 1 5/8' NAX. EXISTING VC OD HOLDING TENSION FASTENER 1/4'0 S.S. LAG SCREW (SEE ANCHOR SCHEDULE) 1/4 -20 MACHINE BOLT V/ VINGNUT 1 6' 0.C. TYP. TOP 1. BOTTOM APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BU:LD!NG CODE 19 9 DAT 3Y PRODUCT-eOaTCOL DIVISION BUILDING CODE COMPLIANCE OFF'CE ACCEPTANCE NG.25 0601.03 0. N 1/4' MAX 1/4' MAX. U W Q ~ V H cn V1 � lT = safg lag N Y W�ia scat. AS KIM i f d•Rign by dra.n by 1V. NILJ drop sta. 95 -207 MAXIMUM ALLOWABLE SPAN SCHEDULE MINIMUM SEPARATION FROM GLASS (IN) POSITIVE DESIGN LOAD <W) (PSF) ACTUAL SPAN <L) MIN. SEPARATION FROM GLASS FOR INSTALLATIONS < 30' ABOVE GRADE CINCHES) MIN. SEPARATION FROM GLASS FOR INSTALLATIONS > 30' ABOVE GRADE (INCHES) 30. 0 L S 5' -0' 2' 1 -3/8' 5'0' < L S 8' -O' 2' 1 -3/8' 8' -0' < L < 11 -2' 2' 1 -3/4' 40. 0 L < 5' -0' 2' 1 -3/8' 5' -0' < L S 8' -0' 2' 1 -1/2' 8' -0' < L S 11' -2' 2' 1 -7/8' 50. 0 L S 5' - 0' 2' 1 -3/8' 5' -0' < L S 8' -0' 2' 1 -1/2' 8' -0' < L < 11' -2' 2' 2' 60. 0 L S 5 -0' 2' 1 -3/8' 5' -0' < L S 8' -0' 2' 1 -1/2' 8' -0' < L S 11' -2' 2 -3/8' 2 -1/8' 70. 0 L S 5' -0' 2' 1 -3/8' 5' -0' < L S 8' -0' 2' 1 -1/2' 8' -0' < L S 11' -2' 2 -3/8' 2 -3/8' 80. 0 L S 5' -0' 2' 1 -3/8' 5' -0' < L S 8' -0' 2' 1 -5/8' 8' -0' < L S 10' -6' 2 -5/8' 2 -1/2' 90. 0 L S 5' -0' 2' 1 -3/8' 5' -0' < L < 8' -0' 2' 1 -5/8' 8' -0' < L < 9' -11' 2 -1/8' 2 -5/8' 100. 0 L S 5' -0' 2' 1 -3/8' 5' -0' < L S 8' -0' 2' 1 -5/8' 8' -0' < L ( 11' -2' 2 -3/4' 2 -3/4' 11 0. 0 L S 5' -0' 2' 1 -3/8' 5' -0' < L S 8' -0' 2' 1 -3/4' 8' -0' < L C 11' -2' 3' 3' MAXIMUM ALLOWABLE SPAN SCHEDULE NEGATIVE DESIGN LOAD CPSF) MAXIMUM SPAN (L) FOR ALL MOUNTING CONDITIONS <FT - IN) MAXIMUM SPAN (L) FOR FLOOR TO CEILING MOUNTS ONLY <FT - IN) 50.0 11' - 2' 11' - 2' 60.0 11' - 2' 11' - 2' 70.0 11' - 2' 11' - 2' 80.0 11' - 2' 11' - 2' 90.0 1 1 ' - 2' 11 ' - 2' 100.0 11' - 2' 11' - 2' 110.0 11' - 1' 11' - 2' 120.0 10' - 5' 11' - 2' 130.0 9' - 8' 11 ' - 2' 140.0 8' - 11' 11' - 0' 150.0 8' - 4' 10' - 9' 160.0 7' - 10' 10' - 2' 170.0 7' - 4' 9' - 6' 180.0 6' - 11' 9' - 0' 190.0 6' - 7' 8' - 6' 200.0 6' - 3' 8' - 1' 210.0 5' - 11' 7' - 9' 220.0 5' - 8' 7' - 4' 230.0 5' - 5' 7' - 0' NOTESI 1. APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE Doi i ..:: _ 193. PRODUCT idTROL D!V!S.ON bUiLDING CODE COMPLIANCE OFFICE ACCEPTANCE N0.9. ? -0607.63 USE POSITIVE DESIGN LOADS TO DETERMINE REQUIRED SEPARATION FROM GLASS. 2. USE NEGATIVE DESIGN LOADS TO DETERMINE MAXIMUM ALLOWABLE SPANS. W N W z N W diMEMMEMMEMMED l v.a PRWE -(sc lr AS MOTES vx 2 0 -J W z a a W z L) ce D - J J 7/5/15 (a►^en by t 1v..au (Che " lt ` vx among ea 95 -207 sheet 5 of 6 1 APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE PRODUCT ONTROL DIVISION 1 BUILDING CODE COMPLIANCE OFFICE ;CCEPTANCE N0.9S -c c . Cx3 ANCHOR NOTES. 1. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES WALL OR STUCCO. 2. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING, FASTENER SHALL BE LOCATED IN CENTER OF WOOD STUD. 3. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS. U PROFESS b ♦7 `I8 1 d.l by v.x J W Z 0 W Z C.1 O.' 2 A Q J -J • l are.n by ►v. MILL checked bl v.x drow no. 95 -207 sleet 6 of 6 ANCH ■ R SCHEDULE - FASTENER SPACING REQUIRED FOR DESIGN LOADS CINCHES O.C.) W/ 3' EDGE DISTANCE TENSION SHEAR TENSION SHEAR TENSION SHEAR TENSION VARIOUS CONCRETE I HOLLOW BLOCK EXISTING STRUCTURE CONCRETE HOLLOW BLOCK WOOD FRAMING (DIST. EDGE EXISTING STRUCTURE ANCHOR DESCRIPTION 1/4'0 ITW TAPCDN W/ 1 -1/4' EMBEDMENT *mow 1/4'0 RAWL CALK -IN W/ 7/8' EMBEDMENT Op 1/4'0 ITW TAPCDN W/ 1 -1/4' EMBEDMENT e f 1/4' 0 RAWL CALK -IN I W/ 7/8' EMBEDMENT 1 Oa 1/2'O BRASS WOOD BUSHING W/ 1/4 -20 MACHINE BOLT ; 1/4 S.S. LAG SCREW W/ 1 -1/2' PENETRATION li ---s`° ANCHOR DESCRIPTION LOAD (0 SPAN CL PsF V S 75 V >75 W S 105 V >105 W S 230 V S 75 V >75 W S 105 W >105 W S 230 V S 75 W >75 W S 105 W >1051 W S 230 W S 75 V >75 W S 105 W >105 W S 2 W S 75 W>75 W S 105 W >105 V S 230 W S 75 W >75 W S 105 W>105 V S 230 LOAD (Y) Ps' PAN (L) L < 5' -0' 6' ' 6' ' 5' • 6' ' 6' ' 6' • 6' • 6' 6 ' 3' i 6' ' 6' 6' 4' ' 6' • 6' ' 3' ' 6' ' 6' ' 6' ' L < 5' -0' L ' < 8 6' • 6' • 3' ' 6' • 6' • 6' • 6' • 4' - 3 16' . 1 6' 6' 2.5' ' 6' 6' 4' 6' - 3' 6' ' 6' ' 6' L < 8 < L 8' -0 < L L < 11' -2' • 6' S' 6• - 3 •' 6' 6' 6' 6' S' 4' 4' 6' 3' S' - _ 6' 6' 4' 6' - • ' 4' • ' 3' • ' - _ 6• 6 . 6 ' � 8'-0' L <11 -2' APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE PRODUCT ONTROL DIVISION 1 BUILDING CODE COMPLIANCE OFFICE ;CCEPTANCE N0.9S -c c . Cx3 ANCHOR NOTES. 1. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES WALL OR STUCCO. 2. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING, FASTENER SHALL BE LOCATED IN CENTER OF WOOD STUD. 3. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS. U PROFESS b ♦7 `I8 1 d.l by v.x J W Z 0 W Z C.1 O.' 2 A Q J -J • l are.n by ►v. MILL checked bl v.x drow no. 95 -207 sleet 6 of 6 ANCH I R SCHEDULE - FASTENER SPACING REQUIRED FOR VARIOUS DESIGN LOADS (INCHES 0 . C . ) W/ 2' EDGE DISTANCE TENSION SHEAR TENSION SHEAR EXISTING STRUCTURE CONCRETE I HOLLOW BLOCK (MIN. EDGE) WOOD FRAMING DIST. 3/4' STRUCTURE ANCHOR DESCRIPTION • 1/4 ITN TAPCDN W/ 1 -1/4' EMBEDMENT Ei® 1/4 m W/ 7/8' RAWL CALK EMBEDMENT -IN i 1/4'0 ITV TAPCD W/ 1 -1/4' EMBEDMENT 1 1 /4' 0 RAWL CALK -IN ! W/ 7/8' EMBEDMENT 00 1/2'0 BRASS WOOD BUSHING W/ 1/4 -20 MACHINE BOLT ;111111 1/4 S.S. LAG SCREW , W/ 1 -1/2' PENETRATION g=alow. ANCHOR DESCRIPTION LOAD < SPAN (L KF FT. W S 75 V > 75 W S 105 V > 105 V S 230 W S 7 5 V > 75 W S 105 W > 105i W S 230 W S 75 W > 75 V S 105 W > 105 V S 230 W S 75 V > 75 W S 105 ' V > 105 V S 230 3' 3' W S 7 5 6' ' V > 75 W S 105 6' 6 . W > 105 W S 230 3' ' W S 75 6' 6 . V > 75 V S 105 6' 6' W > 105 V 230 6' 4• LOAD (Y) PAN (L) FT. L < 5' -0' L < 5' -0' 6' 6• 6' 6' 5' 5' 6' 6' 6' 6' 6' 4' 6 ' 6' 6' - 3' 6 ' 7 5' -0' < L L < 8' -0' 6' 6' 6' 6' 3' 3'' 6' 6' „......6......,..'/I. 6' 2 .5 ' ? i 5' 6 . 3' 5 . - _ 6' 6 . 5' 4 - _ 6' 6 . 4' 6. - 3. 6. 6 6' 6' 6' - 5' -0' < L L < 8' -0' L' -0' < L L S 11 -2' 66 6' 6 ' ' 5 5 , - _ 6 ' ' 6' 4 ' 4' _ C 3' 5 . - 3 . - _ 5 4 . 3 3 . / 4' S' 3 S' - _ 6' 6' 6 ' 4 • 4 ' - 8' -0 < L < L 1I'-2' APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE PRODUCT ONTROL DIVISION 1 BUILDING CODE COMPLIANCE OFFICE ;CCEPTANCE N0.9S -c c . Cx3 ANCHOR NOTES. 1. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES WALL OR STUCCO. 2. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING, FASTENER SHALL BE LOCATED IN CENTER OF WOOD STUD. 3. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS. U PROFESS b ♦7 `I8 1 d.l by v.x J W Z 0 W Z C.1 O.' 2 A Q J -J • l are.n by ►v. MILL checked bl v.x drow no. 95 -207 sleet 6 of 6 APPROVED BY DATE 1 ZONING STRUCTURAL ELECTRICAL PLUMBING _ MECHANICAL ROOFING BLDG. OFFICIAL 11 ! I. "7 24. i SUBJECT TO COMPLIANCE WITH ALL FEDERAL, STATE AND COUNTY RULES AND REGULATIONS. MIAMI SHORES VILLAGE ASSUMES NO RESPONSIBILMES FOR ACCURACY OF OR RESULTS FROM THESE PLANS. COMPLIANCE WITH THE gDUTH FLORIDA BUILDING CODE AS ADOPTED BY MIAMI SHORES VILLAGE IS REQUIRED. THE ARCHITECT, BUILDER & SUB CONTRACTORS ARE CHARGED WITH THE KNOWLEDGE OF ALL BUILDING REGULATIONS WHETHER OR NOT SPECIFICALLY INDICATED HEREIN. /37v CeY" iY — 10AW SHORES VILLAGE #, C O/o.l • 7 F6 1/1/7-,