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PLANS11► GONOlTIONI. U I d /Qtl CENTRAL X BY F.1,Q1004 SAS EQUIPMENT CORD, MOW k' Ft, IJ�U E30AL t: 3004 t�l,W t"Y�?. RNE I)R 1 0. w. 101 AV E,. • t11.1• S-2451 : .I . rf. ,5 a f _ f -; W6, r ral xL& `fi 4A'frtry p. .te f., - 1 r NO I . ONE YEAR (UARAN rEL FOR ALL PARIS M WORK - .,MA JSHIt A L PLUMBING, ELECTRIC AND VA$ONRY BY OTHERS, 'STRUCTURE TOO BE PREPARED 'FO RECEIVE DUCTWORK BY BUILDER, :1 .4d i ,, .. 99 k,,,;e/ f r ft ti s E1 DMPh, SMOCK ROSLE.se it 9t EGLlTt oE` E ORID , i NC, ;24t SW 57th CT. Q, Mtp.MI 48, ft.A. 4I>PROYELI 9'i' .£SIGN }GRLTRI�'� h •, } h failQw in - g Comb +nbt(on4. of design toflds grid Qi1QN1 b' % "U streSs.0 pf$YO I z i °A; oft roof t . , 30psf ,, tior, t -. , Qeatd food of ropf` t g psf • en h .r , 11gad`loo of ceiling: LOpsf otr hon } ,r `',.~ • :�'.; � tofgtp3t 15070 uicfeute of niiowol le n f sttesses. + &`oi -.&r ,..Aitickn of maximum load • `' CEStGN CASE 2: ;s eitt+er oneof'the tw A,, Liv6t!oad on roof 2cpst art sipped`preo eoci toad of root diOpsf on sipped area 1 Pt op NOrit. t e : Corif eitth t�a:intr a of allow. unit stresses' psf 1444{ f os C8s n Case E) with 33 tnerebse of oitpeiabla at ifresses: ° eta coonetren plates shod e ORC Connector plates ` ufoct;�red by ORCO' n gr CO; Micro, F. Plates ;' er stomped from F om t g e, hot dipped, gals( steel, , t ; s�iacinQ.oY rafferS 4 be: p o. •- la y td. h1 ') . ; � L • t 51; V f i c i. 1t ' , b . 1 4 , t rte b t.;;f?� �P } ! i ?,` : r i t1! ( t l tk ili '-7 ...O P tz 6r 'f t t e - 't t.,,t- i 4 4. Legal Description: Lot 1 and the Northeasterly 5 feet of Lot 2, Block 80, of MIAMI SHORES SECTION NO. 2 AND 3, according to the plat thereof as recorded in Plat Book 10, at Page 37, of the Public Records of Miami -Dade County, Florida. GENER4L .NOTES: MIAMI SHORES VILLAGE For Driveways and/or Sidewalks, before final inspection and bond can be approved for refund; all sod and yard work must be completed.- DEC 0 9 2C5 LEGAL DESCRIPTION ?ROVIDED 3Y OTHERS. 2) THE LANDS SH0'VN HEREON''.VERE NOT ABSTRACTED FOR EASEMENT OR OTHER RECORDED ENCUMBERANCES NOT SHOWN ON THE PLAT. 3) UNDERGROUND PORTIONS OF FOOTINGS. FOUNDATIONS OR OTHER LMPROVEMENTS WERE NOT LOCATED T) ONLY VISIBLE ENCROACHMENTS LOCATED 5) WALL TIES ARE TO THE FACE OF THE WALL. 31 BEARINGS REFERENCED TO LINE NOTED AS 3.R. 'l NO IDENTIFICATION FOUND ON PROPERTY CCRRNERS UNLESS NOTED, 3) NOT VALID UNLESS SEALED 'WITH THE SIGNING SURVEYORS EMBOSSED SEAL. 9) DIMENSIONS SHOW ARE ?LAT AND MEASURED UNLESS OTHERWISE SHOWN. 10) ELEVATIONS IF SHOWN ARE BASED UPON N G.V.D. 1929 LNLESS OTHERWISE NOTED. 1 11 THIS IS A BOUNDARY SURVEY LN LESS OTHERWISE NOTED. Certified To: ENRIQUE R. VALVERDE AND DIANA M. VALVERDE, KEYS TITLE COMPANY, ATTORNEYS' TITLE INSURANCE FUND, INC., WACHOVIA MORTGAGE CORPORATION, ITS SUCCESSORS AND/OR ASSIGNS. Ds— aS —<<co as.r {a!t '=give flt `l 0 Community Number: 120652 Panel Number: 0093 Suffix: J Data of Firm Index: 3/2/94 Flood Zone: AE Base Flood Elevation: 3.0 c.i I HEREBY CERTIFY HAT THIS B0T DARY SLRVEY iS A TRUE ANI L‹RRECT REPRESENTATION F A SURVEY PREPARED ENDER MY DIREE IQN. / / i SIGNED ( ! 1 I 1 J w l ? i i MIGUEL ESPINOSA P.S.I. NO. 5101 STATE OF FLORIDA Date of Completion: 10/24/2002 Property Address: 990 N.E. 99 STREET MLAMMI SHORES, FL 33138 Survey: M11369 THIS SURVEY IS INTENDED FOR MORTGAGE OR REFINANCE PURPOSE ONLY, EXCLLSNELY FOR. THIS LSE BY THOSE TO WHOM IT IS CERTIFIED. THIS SURVEY IS NOT 10 BE USED FOR CONSTRUCTION, PERMITING, DESIGN OR ANY OTHER USE 'WITHOUT WRITTEN CONSENT OF MIGUEL ESPINOSA. MIGUEL ESPINOSA LAND SURVEYING, INC 6494 S.11 24TH STREET MIAMI, FLORIDA 33155 PHONE: (305) 740 -3319 LB # 6463 FOR THE FIRM NAme- iftW VAL-Velak. 99t ii1 99_ ii-YR-e ciry to NOT TO SCALE 4 4, 1 Si)( C giSIOP—WeE, -3O-zco 1 DOOR HEIGHT * SECTION HEIGHTS BRACKET PLACEMENTS 1ST 2ND 3RD 4TH 5TH B1 62 B3 B4 65 . B6 B7 B8 6' -0" 18" 18" 18" 18" N/A 1" 11 -3/4" 23" 34" 45" 56" 67" - 6' -6" 21" 18" 18" 21" N/A 1" 11 -3/4" 23" 34" 45 56" 67" - 7' -0" 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" 8' -0" 21" 18" 18" 18" 21" 1" 11 -3/4" 23" 34" 45" 56" 67" 78 -1/4" HILT1 SLEEVE ANCHOR SP'O G ANCHOR STRUCTURE EMBED SPACING 5/16 BLOCK 1-1/m. L>' CONC. 1" 6__ 3/8 BLOCK 1 -1/4" K CONC. 1 -1/4 9 POP RIVETS 2" SECTION A -A SEE SHEET 2 FOR LOCATION OF REINFORCING TRUSSES 14 GA.CALV. STEEL ADJUSTABLE SLIDE FASTENED TO BRACKET W/ 5/16-18 X 3/4" HEX HEAD M. SCREWS & NUTS. HORIZONTAL REINFORCEMENT 1/2" X 1 -3/4" X .058" FORMED STEEL GLUED 70 PANEL AND FASTENED TO VERTICAL STILES WITH (2) 3/16" POP RIVETS 2 -3/4" X 5 -1/2" X 3" X .104" GALV. STEEL TOP ROLLER BRACKET (DOUBLE) FASTENED W/ (6) # 14 X 5/8" S.M.S. HORIZONTAL REINFORCEMENT 1/2" X 1 -3/4" X .058" FORMED STEEL GLUED TO PANEL AND FASTENED TO VERTICAL. STILES WITH (2) 3/16" POP RIVETS 5/16" MEETING RIO 1.82" DIA. X .50" ROLLERS W/ .S4 DIA. X 4 -1/4" STEM QPTICENAL INSULATIONS DY 'APACHE PRODUCTS CO' EPS- EXPANDED POLYSTYRENE DENSITY = 1.07 PCF N.OA # 98- 0904.04 OR ISO -25 POLY - ISOCYANURATE DENSITY = 2.0 PCF N.OA 98- 0904.03 14 CA. GALV. STEEL ROLLER HINGES FASTENED W/ (6) # 14 X 5/8" SMS Mit .024" ROLL FORMED STEEL PANEL DRWWING QUALITY G -40 Mitt YIELD STRENGTH = 39 KSI WI"ed PRIMER AND BAKED -ON POLYSTER PAINTED TOP COAT APPLIED TO BOTH SIDES OF STEEL 12 GA. GALV. STEEL BOTTOM BRACKET FASTENED W/ (4) # 14 X 5/8" SMS 5/16" X 1 -5/8" LAG SCREWS INTO WOOD OR 5/16" SLEEVE ANCHORS WITH 1 -1/4" EMBED INTO MASONRY 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 GA. ANGLE FASTENED TO TRACK WITH (4) 1/4 -20 SS. BOLT & NUTS HORIZ. TRACK LENGTH = OPENING HEIGHT PLUS 12" TRACK CONFIGURAT1Q1y CAST ALUM. CABLE DRUM PREPARATION OF JAMB$ BY OTHERS *- SECTIONS ARE NUMBERED STARTING AT THE BOTTOM FOR DOORS MORE THAN & FT. HIGH, USE ADDITIONAL TOP BRACKETS AT 10" 0.C. 14 GA. GALV. STEEL TRACK - -- r 2" X 3 -1/2" X 12 GA. TRACK BRACKETS 2 -3/16" HIGH CONNECTED TO TRACK WITH ONE 1/4" BOLTS & NUTS. WOOD FRAMLBUILDINGS STUD WALLS OR COOR OPENING SHALL BE FRAMED SOLID BY NOT LESS THAN (3) 2X6 PRESSURE TREATED GRADE 2 OR BETTER W000 STUDS. STUD WALLS TO EE CONT. FROM FOOTING TO TIE BEAM, WOOD BUCK CONNECTION TO MASONRY TRACK SHALL BE SECURED WITH TRACK BRACKETS TO PRESSURE TREATED 2X6 WOOD JAMBS WHICH SHALL BE ANCHORED 1C GROUTED REINFORCED MASONRY BLOCK WALL OR CONC. COLUMN W/ 1/4" TAPCONS WITH 1 - 3/4" EMBED AND A SPACING OF 8" 0.C. OR 3/8" 0L4. HILTI 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 tY 5 BARS EXTENDING INTO FOOTING AND IN10 TIE BEAMS, ALL BARS SHALL BE CONTINUOUS FRCL1 TIE 6EA.MS TO FOOTING. STEEL STRUCTURE BY OTHERS MUST SUPPORT THE LOADS IMPOSED BY DOOR SYSTEM - 1/4" 0 HEX HEAD M.S. & LOCK NUT 0 12" 0.C. Tlii i'.IS.: HORIZ. TRACK SUPPORT AS READ. BY DOOR INSTALLER 3" X 2" X 14 GA CONT. STEEL ANGLE MIN. EDGE DISTANCE 3 -3/4" TYPICAL = - - -- 2" X 3" X .102" STEEL FLAT BRACKETS 0 ±12" 0.C. CONNECTED TO CONT. ANGLE W/ (3) 1/4" 0 SPOT WELDS ALTERNATE TRACK INSTAL ATION Engn DR. HUMAYOUN FAROOQ STRUCTURES FLA. PE # 16557 1 CONC.= MIN. 30uL, FS■ 1 -1/2" 1/4 -20 SS BOLT & NUT AT 12" 0.C. 2 -1/8" X 1" X .078" GALV. STEEL TRACK FASTENED TO TRACK PLATES W/ (2) 1/4- 20X5/8" TRUSS HD. SLOTTED M.S. & LOCK NUT UP RC'YED CO MrLYIKO WITH THE SOUTH RLORIUE, EUllj�i� CODE DATE OCT 0 - .3U� PRODUCT CO+t IL DIYISIOR EUILDlNG CODE COMPLIANCE OFFICE GJ - -C 2&.G/ N 0 0 0 0 c To. 0 0 0 d 0 O drawing no. 01-19 (sheet 3 of 3 16 GA. X 2 -1/4" X 2" GALV. STEEL U.BAR REINFORCING TRUSS 0 TOP OF PANEL TRUSS FASItNED TO VERTICAL INTERMEDIATE STILES W/ TWO 1 14 X 5/8" S.M.S. AND TO END STILE W/ FOUR IF 14 X 3/4" SELF DRILLNG S. .055" X 2 -1/4" X 2" GALV. STEEL UBAR REINFORCING TRUSS © BOTTOM OF PANEL TRUSS FASILNED TO VERTICAL INTERMEDIATE STILES W/ TWO 114 X 5/8" S.M.S. AND TO END STILE W/ FOUR f 14 X 3/4" SELF DRILLING S. 1ST SECTION (BOTTOM) REINFORCING SOUTHERN PINE_ 0.55 S.G. • 1.9" X 2.19" X 3.3" X .090" STEEL TRACK BRACKETS SEE SHEET 2 FOR SPACING 2 -1/8" X 1" X .078" GALV. STEEL TRACK FASTENED TO TRACK PLATES w/ 1/4-20 X 5/8" TRUSS HO. SLOTTED N <S & LOCK. NUT BOTTOM SEAL .058 ALUM PLATE WITH 1 /8" X 1" S.M.S. 0 48' 0.C. AND RUBBER WEATHERSTRIPPING OPTIONAL STOP MOULDING BY DOOR INSTALLE STEEL TRACK BRACKET FASTENED TO WOOD JAMB WITH 5/16" X 1 -3/4" LAG SCREW HEX WASHER HEAD TYPE A 1 1 -1/4" 1 1/2" X 1 -3/4" X 16 GA. (0.0 $") OPEN TUBE 0 TOP & BOTTOM OF EACH PANEL {( 14 X 5/8" SMS 6 PER H:NGE 7/16^ S rJ1 S'ALLED ON ROLLER S-Ai INTERMEDIATE SECTIONS REINFORCING 1/2" X 1 -3/4" X .058" FORMED STEEL - GLUED TO PANEL AND SECURED TO END STILE WITH 3/16" POP RIVETS 0 12' 0.C. 1 -7/8" X 2 -5/8' X .049" STEEL CENTER STILE, GLUED AND RIVETEL TO PANEL W/ (4) 3/16" RIVETS 14 X 5/8" S.M.S. 4/ HINGE 7 -1/2" X .050" GALV. STEEL CENTER HINGE 16 GA.X 2 -1/4" X 2" GALV. STEL J.BAR REINFORCING TRUSS TRUSS FASTENED TO VERTICAL INTERMEDIATE STILES W/ TWO I 14 X 5/8" S.l1.S. AND TO END STILE W/ FOUR 14 X 3/4" SELF DR LUNG SCR. INTERIOR SIDE „5EcIE)11__B -E I � 7 -1/2" x ,071 "_I END ROLLER HINGE 3 SECTION REINFORCING 16 GA.X 2 - 1/4" X 2' GALV. STEEL U.BAR REINFORCING TRUSS TRUSS FASTENED TO VERTICAL INTERMEDIATE STILES W/ TWO {J 14 X 5/8" S.M.S. AND TO END STILE W/ FOUR 19 14 X 3/4" SELS DRILLING SCR. 3/4" X 2" X 2 -1/2" X .049" STEEL _ END STILE, CONNECT TO PANELS WITH FLAPS AND (4) 3/16" ALUM RIVETS SEE DETAIL ABOVE 3 -3/4" MIN. DGE DISTANCE 62 Dt X 50" POLLERc i+,/ .44 DIA, X 4 -1/4" STEM ;7 . 1 1 -1 /8" r _ ) \1/4 -20 SS BOLT & NUT 1/2" HILT1 SLEEVE ANCHORS OR EQUAL 1 -1/2" MIN. EMBED INTO MASONRY 1 PER BRACKET FLAPS BENT OVER PANEL Env: DR. HUMAYOUN FAR000 STRUCTURES FLA. PE # 16557 — n i 24 GA. STEEL PANEL 1/2' PUNCHED HOLES __/. 0 4" 0.C. END STILE Z PPROVFC' AS COi':'r11it5;i tit i ,i,: SOUTH FLORIDA CUIIUIK CODE LATE_ OCT 0 OW ageMli MOD CT CO > DIYI SIC+ rFUlt.1:0 CON CO}4PLIi.SCF OFFICE t`H C 7 0 0 O 0 w 0 —J F z w G Iw I Li- I z 0 (1) U 0 0 a cn 0 0 s. 0 0 0 0 1, J 0 T m 0 rn 0 w 0 kv kv cLI '0 II o w Y drawing no. 0 1 -19 [ 2 of 3 DOOR HEIGHT CONSbSTS OF 6' -6" 2 SECTIONS 18" 2 SECTIONS 21" 6 " -9" 1 SECTION 18' 3 SECTIONS 21" 7' 4 SECTIONS 21' - r -3" - - r -6- 5 SECTIONS 18" - r-9" 4 SECTIONS 18" 1 SECTION 21" 8' 3 SECTIONS 18" 2 SECTIONS 21' 8' -3" 2 SECTIONS 18" 3 SECTIONS 21" 8' -6" 1 SECTION 18" 4 SECTIONS 21" 8 " -9" 5 SECTIONS 21" - 9' 6 SECTIONS 16" - 9'-3" 5 SECTIONS 18" 1 SECTION 21" 9' -6" 4 SECTIONS 18' 2 SECTIONS 21" 9' -9" 3 SECTIONS 18" 3 SECTIONS 21" 10' 2 SECTIONS 18" 4 SECTIONS 21" 10 " -3" 1 SECTION 18" 5 SECTIONS 21" 10 " -6" 6 SECTIONS 21" - 10 " -9" 6 SECTIONS 18" 1 SECTION 21" 11' 5 SECTIONS 18" 2 SECTIONS 21" 11' -3" 4 SECTIONS 18" 3 SECTIONS 21" 11' -6" 3 SECTIONS 18" 4 SECTIONS 21" 11' -9" 2 SECTIONS 18' 5 SECTIONS 21" 12' 1 SECTIONS 18" 6 SECTIONS 21" 12' -3" 7 SECTIONS 21" - 12"-6" 6 SECTIONS 18" 2 SECTIONS 21" 12' -9" 5 SECTIONS 18' 3 SECTIONS 21" 13' 4 SECTIONS 18" 4 SECTIONS 21" 13' -3" 3 SECTIONS 18" 5 SECTIONS 21" 13' -6' 2 SECTIONS 18" 6 SECTIONS 21' 13' -9" 1 SECTION 18" 7 SECTIONS 21" 14' 8 SECTIONS 21" - 14' - 3" 6 SECTIONS 18" 3 SECTIONS 21" 14 " -6" 5 SECTIONS 18' 4 SECTIONS 21" 14' -9" 4 SECTIONS 18" 5 SECTIONS 21" CENTER STILES CONFIGURATION DOOR WIDTHS f OF CENTER ST1LU 8' -0" TO 9' -0" 2 9' -1" TO 11 " -10" 2 12' -0" TO 13 " -10' 3 14' -0" TO 15' -10" 4 15' -11' TO 16' -2" 5 7 -1 X .050" GALV. STEEL W/ �) HINGE INGE (4) 14 X 1/2" SMS - LOCK 2/ DOOR w SPRING LOADED SLIDE BOLT LOCK (BOTH SIDES) FASTENED W/ (4) # 14 X 1/2" S.M.S. 5/8" MIN. LOCK ENGAGEMENT CONFORMS TO SFBC 3603.2 REGARDING GARAGE DOORS 7 X 7 GALV. AIRCRAFT TYPE CABLE & NICO -PRESS SLEEVE W/ MIN. 5 TO 1 SAFELY FACTOR 7-1/2' X .071" GALV. STEEL END ROLLER HINGE — W/ (6) # 11 X 5/8" S1!S 3/4" W X .15 THK. LATCH 15' -3" 15' - 6" 15' -9' 16' 2 SECTIONS 18' 1 SECTION 18" 9 SECTIONS 21' 6 SECTIONS 18" 7 SECTIONS 21" 8 SECTIONS 217 4 SECTIONS 21" 15' 3 SECTIONS 18' 6 SECTIONS 21 0 OUTSIDE HANDLE 7 "X3 "X0.1" PLATE WITH ) #14 X 3/4" \ SELF DRILUNG SCREWS END STILE CENTER STILE OUTSIDE KEYED LOCK LOCK BAR LOCKING SHOWN 9 " - TO 11' - 10" DOOR WIDTHS PUSH NUT CENTER STILES i LOCK BAR GUIDES INSTALLED ON END STILE WITH (4) #14 X 5/8" SMS .18T X .6W LOCK BAR ENGAGES IN TRACK ON EACH SIDE OF DOOR SCHEDULE 'A' TOP FIXTURE 5 - 1/2' X 2 -3/4" X 0.1" STEEL PLATE WITH (6) #14 X 3/4" SELF DRILLING SCREWS CENTER STILES SEE SCH. 'A' fl ■ ti OPTIONAL VENT MAXIMUM OPENING AREA 120 SQ. IN. rti t - 1 14' - 0" TO 15' -10" DOOR WIDTHS 15' -11" TO 16' - 2" INSIDE ELEVATION RAISED PANEL EMBOSSED DOOR MAX. DOOR WIDTH 16' - 2" OPTIONAL FLUSH FACE WOOD GRAIN DESIGN rTcrb�ws r -- A L__ DOOR WIDTH ' ODUC1 CO' . )I. DIVISION BUILDING CODF. COMPLIANCE OFHC tACCIP10E ho.;i - ��2h 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 TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 3. ALL BOLTS, NUTS AND !t+ASHERS 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. HUiA:YOUN FAROOQ STRUCTURES FLA_ PE 1 16557 3 S fi f•PVt:L'iCJ RJ ��I �1t�k'ii�'J Il�rl;n {tl SOUTH FLO IDA BUIIA 6 DATE ncl o L UU BY O v) <t U w o z o 04 ( o N r o • w w� p, z C7 M d u J u 0 U U U 0 1 0 0 0 cn 0 w w U drawing no. 01 -19 sheet muumuu. upummu, mumerezer4 Aur Aim u uuumarp. 10 10 magium44WurAgg '..uurrAd r F 3 3 VAPO r m 10 10 10 wow 4grupmedumuur xudmu$ or IdEldEl m neuerAmulAuresur wane ridtiuM AAu AilArdWAIDIEINUMIEVAInaude offEMEIR 10 •.o is io a ADMENBUISIMUUM El MUM NS io io MU TR I NIK I 10 10 3 �i G � CHOU EN A 0. UnE AREPARIE 5 3 ummuumuuur uPAT iz a io �o �o m um waled � o � mum uuun Ammiurz4 menor grecomm u i poupumun AdtrADEMoriN11,11 WiEurAE'NEuhar pup NM VAIWAIEVA # AFIENEMES 4/4114 12 +3 12 12 11 12 12 12 iz 12 12 SPANS U? TO 1 3' -1" (SEE NOTE 1) CONNECTION TYP (SEE NOTE 3) C1 C2IC3 C4 (5 10 c a a a 10 We" A CI ■ mom mon 7 m uneprAuszerduAguri Auumomuumusummui uumpuuumuump uulupurpoppad u u El N 'A:UAW "P°11 ° PIP ;0114°P "Am iK 13, uppu. A4g4 04134 pr4 .0441M0 WA4MUMUMMuggederf =Mu Mull EVA . "MEW ffirAkiompu MA grApsommu FAS 10 MU 4 ULM 10 t 0 10 9 7 5 4 12 11 8 6 12 12 10 7 5 7 5 4 12 12 10 7 5 12 12 4 4 7 C5 4 9 C5 3 8 6 8 5 C5 ,Z 12 12 C 4 C5 12 12 8 5 C1 C2 C3 C4 C5 9 9 9 5 3 6 4 4 e 8 4 9 9 9 5 3 c 4 6 8 8 4 3 3 C1 3 3 3 3 C 5 ANCHOR TYPE ,1NMR%itlt 1 1 1 1HP> 1/4 "0 ITW TAPCON W/ 1 -1/4" MIN, EMBEDMENT 1/4•'0 POWERS CALK -IN W/ 7/B" EMBEDMENT E, 1/4 -20 STAINLESS STEEL MACHINE SCREW 1/4`0 POWERS ZAMAC NAIL -IN W/ 1 -1/8" MIN. EMBEDMENT 1/4'0 ELCD MALE/ FEMALE "PANELMATE" W/ 1 - 1/4 MIN. EMBEDMENT b 1/4 -20 MACHINE SCREW WITH NUT 3 MMWMIIMAW nnnnxmlaunww- 1/4` ELCO TEXTRON HEX - FLANGE TAPCON/ HEX HEAD TAPCON W/ 1 -1/4" EMBED = 1/4 "0 ELCO CRETE FLEX W/ t -1/4" MIN. EMBEDMENT LOAD (W) P F MAX. (SEE NOTE 1) 45 0 57.0 73.0 105.0 1700 45.0 57.0 73.0 105.0 170.0 45.0 57.0 73.0 105.0 170.0 45.0 57.0 73.0 105.0 170.0 45.0 57.0 73.0 105.0 170.0 45.0 57.0 73.0 1050 12 12 10 170 0 5 SPANS UP TO 5' -8" (SEE NOTE 1) CONNECTION TYPE (SEE NOTE 3) C1 C2 C3 C4 12 2 12 10 7 ANCHOR SCHEDULE FASTENER MAXIMUM SPACING (INCHES) REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS MIN. 2' EDGE DISTANCE MIN. 3' EDGE DISTANCE SPANS UP TO 8' -0" (SEE NOTE 1) CONNECTION TYPE (SEE NOTE 3) C1 C2 C3 C4 9 9 5 SPANS UP TO 9' -0" (SEE NOTE 1) CONNECTION TYPE (SEE NOTE 3) C1 C2 C3 C4 8 4 SPANS UP TO 5' -8" (SEE NOTE 1) CONNECTION TYPE (SEE NOTE 3) C I ,C2 C3 SPANS UP TO (SEE NOTE 1) CONNECTION TYPE (SEE NOTE 3) C1 C2 C3 C4 C5 10 10 10 6 3 10 10 10 6 3 SPANS UP TO 9' -0" (SEE NOTE 1) CONNECTION TYPE (SEE NOTE 3) SPANS UP TO (SEE NOTE 1) CONNECTION TYPE (SEE NOTE 3) C2 C3 !C4 3 3 ANCHOR NOTES: 1. SPANS AND LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING ONLY. ALLOWABLE STORM SHUTTER SPANS FOR SPECIFIC LOADS MUST BE LIMITED TO THOSE SHOWN IN TABLE 1, PAGE 5. 2. ENTER ANCHOR SCHEDULE BASED ON THE EXISTING STRUCTURE MATERIAL, ANCHOR TYPE AND EDGE DISTANCE. SELECT DESIGN LOAC GREATER THAN OR EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER THAN OR EQUAL TO SHUTTER SPAN. 3. EXISTING STRUCTURE MAY BE CONCRETE HOLLOW BLOCK OR WOOD FRAMING REFERENCE ANCHOR SCHEDULE FOR PROPER ANCHOR TYPE BASED ON TYPE OF EXISTING STRUCTURE AND APPROPRIATE CONNECTION TYPE, SEE MOUNTING SECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE 4. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS. 5. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES WALL FINISH OR STUCCO 6. WHERE EXISTING STRUCTURE IS WOOD FRAMING WOOD FRAMING CONDITIONS FIELD MEMBERS OT VERIFY YWOOD FASTENING TO OD IS ACCEPTABL 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" (MINI WOOD STUD. 3/4" EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMING WOOD STUD SHALL BE "SOUTHERN P.NE" G =0.55 CR 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 0 N. 9 DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. 10. * DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE SCREW, NUT OR WASHERED WINGNUT 11 FOR BUILD -OUT MOUNT SECTION 8 -1/2' O.0 12. FOR BUILD -OUT MOUNT SECTION BUILD -OUT MOUNT SECTION F" O.C. ANCHOR SPACING SHALL NOT EXCEED ANCHOR SPACING SHALL NOT EXCEED PRODUCT REVISED as to RpI )4.g with the PTodd& Code 0 /3.0/ Ex • tiou Dst• • D�hitioo , Car. L etc. •AS NO'CD, m O a Y 0 C O 10 p C c 0 I Ni < < g 4.e YgrA � 10 /'7/2002 t Ciwn ty _ r C O design Oy i fctec.e0 :y; V!N 11, j C••wi. rIc 03 -811 z ANCHOR TYPE E =2(inTm(R1i11flFlllt > LOAD (w) P.S.F. MAX. (SEE NOTE 1) SPANS UP TO 5' -8" (SEE NOTE 1) CONNECTION TYPE (SEE NOTE 3) C1 C2 C3 C4 FASTENER MAXIMUM SPACING (INCHES) REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS MIN. 3 f/ ; 4 3 MIN. 2' EDGE DISTANCE SPANS PTO (SEE NOTE 1) CONNECTION TYPE (SEE NOTE 3) SPANS UP TO (SEE NOTE 1) CONNECTION TYPE (SEE NOTE 3) ANCHOR SCHEDULE FASTENER MAXIMUM SPACING (INCHES) REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS LOADI (WI SPANS UP TO SPANS UP TO SPANS UP TO P,S.F, 5 , -8 ., 8 . -0 .. 9 . - 0 ., ANCHOR TYPE MAX (SEE NOTE 1) (SEE NOTE 1) (SEE NOTE 1) (SEE CONNECTION TYPE CONNECTION TYPE CONNECTION TYPE NOTE (SEE NOTE 3) (SEE NOTE 3) (SEE NOTE 3) 6 15 12 12 1) C1 C2 C1 C2'C3'C4IC5 C1 C2 C4IC5 1 1 1 45.0 12 12 12 9 1 7 12 12 12 '2 5 4 51.0 12 12 12 7 , 5 1 2 1'2 ;'2 513 12112 4 f 3 1/4 w000 LAG W/ 1 1 -3/4 MIN THREAD PARALLEL OR PER _ 7 3.0 12 12 12 5 4 1 2 1 9 i 9 3 3 12 6 i 6 3 / PENETRAT,0 SHEAR ' 105.Q t2 9 f 8 3 t 3 1 ? - 2'r 5 1 4 3 f 12 S • 4 3 1 2 1170.0 112 5 4 // 12 P.' I. - 10 W000 GRAIN I 5 3 3/4' EDGE DISTANCE ANCHOR SCHEDULE SPANS UP TO 13' -1 ' (SEE NOTE 1) ONNECT.ON TYPE (SEE NOTE 3) C1 C2 C3 C4 C5 12 9 9 3 1 2 5 4 3 1 2 S 4 �3 '2 SPANS UP TO 13' -1" (SEE NOTE 1) CONNECTION TYP (SEE NOTE 3) 3 5 4 3 5 4 3 SPANS UP TO 5'- 3" (SEE NOTE 1) CONNECTION TYPE (SEE NOTE 3) MIN. 3' EDGE DISTANCE SPANS UP TO 8' -0" (SEE NOTE 1) CONNECTION TYPE (SEE NOTE 3) SPANS UP TO 9' -0'' (SEE NOTE 1) CONNECTION TYPE (SEE NOTE 3) SPANS UP TO 13' - 1" (SEE NOTE 1) CONNECTION TYPE (SEE NOTE 3) SEE PAGE 7 FOR ANCHOR NOTES PRODUCT REVISED S dm Florida Code A ,o Noo3 - T:fs7fili - By 181 Division . o1 08 ininrmoinews rr g nb� 0 A W t „ t i n v � a X Q v W VJ. KNEZEVIC1 1 PROMS -510W ER R Lkama Nc 3 11 Z - w` v Qo U d O N In Q to W > LLJ J N � w Z = O (state Oravr. by t I.S nU1t� hCM f[aa �pn c4 a[ ny, ( V.R vJK [•avin� ra 0 3 -8 11 s s y d 1U 4 X V W ti 2003 j�l 01 m 06/06/2003 10: 59:510m . L.. L+ ,4 L3 •.' }c L3 L4 L L1 LZ Li Lt. C5 C1 CZ C3 C4 C5 C1 C2 C3 C4 CS C11C2 C3 C4 CS 4 5.0 12 12 12 7 1 2 12 12 8 5 12 12 7 10 5 3 p 5 4 3 12 12 ® 12 12 12 12 10 6 12 12 12 4 1t 6 3 AIn�j�h��nIME> 57 0 12 12 9 6 1 2 12 12 6 4 9 10 g 12 12 12 12 12 8 5 12 10 12 9 go 3 1 /4 "m ITW TAPCON W/ 1 MIN. EMBEDMENT (MN1 2,100 fs 1. CONCRETE) 12 73.0 12 12 7 4 0 5 ©3 9 4 3 3 4 12 12 12 11 6 6 6 4 � 4 9 3 3 105.0 10 5 5 3 8 4 8 3 8 3 ' 17 6 6 6 3 3 5 3 3 5 9 9 3 3 3 5 5 3 170. 8 3 ' 4 � 8 3' EDON • 9 3 3 5 3 3 5 3 9 3 3 5 3 * fV/iJJ_��iH1� 45 0 12 12 12 12 • 1 2 02 12 9 6 12 12 12 : 12 QM 5 4 12 12 12 12 12 12 10 12 12 12 12 9 12 11 9 "m 57.0 12 12 12 10 12 12 12 7 5 12 12 12 IN 4 3 12 12 12 12 8 12 12 10 7 1 2 5 7 1 /4 POWERS CALK - IN 73.0 W/ T/e EMBEDMENT 12 12 12 8 12 9 ' 9 S 4 12 6 6 4 3 12 12 12 12 12 6 ®N 8 8 5 12 6 7 1 1/4 - 20 STAINLESS 105.0 12 STEEL MACHINE SCREW 9 8 5 4 12 5 3 4 ( 4 - 12 5 4 12 5 4 4 3 12 11 11 12 6 6 5 12 6 6 7 5 12 6 6 5 0.104. 1.000 P.SJ. CONCR 170.0 12 5 4 4 3 12 5 1 4 45.0 12 12 12 '0 12 12 12 r 4 3 12 5 4 7 12 12 12 4 12 B p n 4 6 4 1 3 12 6 12 16 6 7 5 12 6 7 5 ay 12 12 12 12 12 9 5 12 12 8 4 10 � �y 0 j 57.0 12 12 12 8 i0 10 10 5 8 6 12 1 2 12 7 4 10 8 6 7 4iio 1/4m PowERS 73.0 11 11 11 ZAmAc 4 � 1 012121O 12 12 12 7 9 5 3 8 3 4 N AL- M 1 /8* 105. 8 L 4 , MIN. EMBDMNT ' , 6 Nair p ►.S.L 9 S pp ).000 CO. NCRETII 17 0.0 6 3 g 4#� 4 ► e � • 7 7 4 7 4 •�• V Tk 45.0 12 12 12 12 11 12.12 12 12 12 12 12 12 12 ®12 12 12 12 ®12 12 12 a �� 12 0 8 4 4 4 8 4 4 4 8 II 7 5 4 * 57.0 12 12 12 12 8 12 12 12 1/4 "m ELCO MALE/ 9 12 12 ?2 11 4 6 12 12 12 12 12 12 13 12 12 12 FEMALE - PANELMATE" W/ 73.0 12 12 12 10 6 12 8 8 1 - 1/4 MIN. EMBEDMENT 7 12 5 5 6 4 4 12 12 12 12 12 8 8 12 6 5 & 1/4 - 20 MACHINE 105.0 12 1 7 7 7 4 11 i 4 4 SCREW WITH NUT 6 11 4 4 6 4 4 12 8 7 8 5 12 0I 7 12 4 4 (MIN.-3.300 PSJ. CONCRRETE) 170.0 11 4 ©6 3 11 4 4 ii+ uuuwmwmml` 45 0 12 12 1 12 12 12 6 11 4 4 12 12 12 12 6 11 12 4 3 4 3 7 4 4 7 4 12 4 4 7 12 12 4 12 4 7 12 4 4 7 4 12 12 12 12 12 12 12 12 12 12 12 10 10 9 6 57 00 12 12 12 = ® 12 12 3rLmnanllanm nm> 1 12 12 12 4 6 12 12 12 12 12 12 7 12 12 12 10 12 6 5 7 r ► 1/4" ELCO TEXTRON ® 12 10 O HEX ft.ANGE TAPCON/ 8 7 12 6 5 12 4 6 12 12 12 : 12 10 9 12 7 7 8 12 6 5 7 HEAD HED TAPCON 105.0 12 8 7 HEX 1 EMBED 4 4 6 12 4 4 12 ' 4 6 12 10 10 9 �! 7 12 6 5 12 6 5 7 UK 1.22o Psi. CONCRETE) 170.0 12 4 4 6 3 12 4 4 6 12 4 4 12 1 4 4 n 12 0 5 7 7 12 6 5 II 12 6 5 7 45.0 012 12 12 11 12 12 12 2 7 12 12 12 11 7 12 8 8 7 4 12 12 12 1 2 12 12 12 9 12 12 12 12 8 12 10 10 9 6 57. 12 12 12 12 8 12 1 /4 "0 ELCO CRETE FLEX 12 12 9 6 12 12 12 8 S 12 6 4 5 3 12 12 12 11 12 12 7 10 7 12 6 5 7 4 / 1 /M 73.0 12 12 12 10 6 12 8 8 7 4 12 6 5 6 4 4 4 6 3 12 12 12 8 12 11 10 9 6 Bill 8 5 12 6 5 7 4 105, 12 D 8 7 4 1 2 1 4 4 DAN. 1.350 P.S.L CONCRET10 6 3 12 4 4 6 3 4 4 6 3 12 10 10 9 6 12 6 5 7 4 12 6 5 7 4 12 6 5 7 4 170 0 12 4 4 6 3 12 1 4 1 4 5 3 12 1 4 4 6 3 1 2 4 4 6 3 12 6 15 7 4 12 6 5 7 4 12 6 5 7 4 12 6 5 7 4 z ANCHOR TYPE E =2(inTm(R1i11flFlllt > LOAD (w) P.S.F. MAX. (SEE NOTE 1) SPANS UP TO 5' -8" (SEE NOTE 1) CONNECTION TYPE (SEE NOTE 3) C1 C2 C3 C4 FASTENER MAXIMUM SPACING (INCHES) REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS MIN. 3 f/ ; 4 3 MIN. 2' EDGE DISTANCE SPANS PTO (SEE NOTE 1) CONNECTION TYPE (SEE NOTE 3) SPANS UP TO (SEE NOTE 1) CONNECTION TYPE (SEE NOTE 3) ANCHOR SCHEDULE FASTENER MAXIMUM SPACING (INCHES) REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS LOADI (WI SPANS UP TO SPANS UP TO SPANS UP TO P,S.F, 5 , -8 ., 8 . -0 .. 9 . - 0 ., ANCHOR TYPE MAX (SEE NOTE 1) (SEE NOTE 1) (SEE NOTE 1) (SEE CONNECTION TYPE CONNECTION TYPE CONNECTION TYPE NOTE (SEE NOTE 3) (SEE NOTE 3) (SEE NOTE 3) 6 15 12 12 1) C1 C2 C1 C2'C3'C4IC5 C1 C2 C4IC5 1 1 1 45.0 12 12 12 9 1 7 12 12 12 '2 5 4 51.0 12 12 12 7 , 5 1 2 1'2 ;'2 513 12112 4 f 3 1/4 w000 LAG W/ 1 1 -3/4 MIN THREAD PARALLEL OR PER _ 7 3.0 12 12 12 5 4 1 2 1 9 i 9 3 3 12 6 i 6 3 / PENETRAT,0 SHEAR ' 105.Q t2 9 f 8 3 t 3 1 ? - 2'r 5 1 4 3 f 12 S • 4 3 1 2 1170.0 112 5 4 // 12 P.' I. - 10 W000 GRAIN I 5 3 3/4' EDGE DISTANCE ANCHOR SCHEDULE SPANS UP TO 13' -1 ' (SEE NOTE 1) ONNECT.ON TYPE (SEE NOTE 3) C1 C2 C3 C4 C5 12 9 9 3 1 2 5 4 3 1 2 S 4 �3 '2 SPANS UP TO 13' -1" (SEE NOTE 1) CONNECTION TYP (SEE NOTE 3) 3 5 4 3 5 4 3 SPANS UP TO 5'- 3" (SEE NOTE 1) CONNECTION TYPE (SEE NOTE 3) MIN. 3' EDGE DISTANCE SPANS UP TO 8' -0" (SEE NOTE 1) CONNECTION TYPE (SEE NOTE 3) SPANS UP TO 9' -0'' (SEE NOTE 1) CONNECTION TYPE (SEE NOTE 3) SPANS UP TO 13' - 1" (SEE NOTE 1) CONNECTION TYPE (SEE NOTE 3) SEE PAGE 7 FOR ANCHOR NOTES PRODUCT REVISED S dm Florida Code A ,o Noo3 - T:fs7fili - By 181 Division . o1 08 ininrmoinews rr g nb� 0 A W t „ t i n v � a X Q v W VJ. KNEZEVIC1 1 PROMS -510W ER R Lkama Nc 3 11 Z - w` v Qo U d O N In Q to W > LLJ J N � w Z = O (state Oravr. by t I.S nU1t� hCM f[aa �pn c4 a[ ny, ( V.R vJK [•avin� ra 0 3 -8 11 s s y d 1U 4 X V W ti 2003 j�l 01 m 06/06/2003 10: 59:510m E 2 c C 0 i 0 -J 3 / 0 0 I / 0 _o 8 a a / 0 a 0 v c 0 u i / o6 ,p 63. 66.8 67.5 71.2 81.4 DE L OR DETAIL ©W/ INGLE ANGL REQUIRED 3 -3/4" MAX. 8.0. (FT - IN) 8 - 3 8 -0 7 8 7 - 0 6 -7 6 -3 NEG. DESIGN LOAD (PSF) 100.0 110.0 120.0 130.0 140.0 150.0 160.0 170.0 5 -7 5 -2 4 - 10 4-6 4 -3 10 - 11 10 - 0 9 - 7 9 -3 MAXIMUM ALLOWABLE SPAN SCHEDULE TYPE C TYPE D DETAIL 0 DOUBLE ANGLE DETAIL G REQUIRED 9- 3/16" 3 -3/4" MAX. B.O. MAX. 8.0. (FT - IN) (FT - IN) f" MIN 5 SALT. " A CLOSURE DETAIL MIN ®ALT. CL OSURE DETAIL 1" x 2" x 1" ALUM. ANGLE 3 #10 TEK SCREWS OR 3- 3/16 "0 ALUM. POP RIVETS (TYP.) 2 " "x1/8" ALUM. TUBE 6063 -T6 ALLOY FASTENER ( 24" 0.C (USE ANY ANCHOR IN ANCHOR SCHEDULE) FASTENER 24" 0.C. (USE ANY ANCHOR IN ANCHOR SCHEDULE) NOTE: EITHER CONDITION MAY BE TYPICAL FOR EITHER S�DE OCORN C_ L TAIL $URE DE A LUM, ANGLE CONT. #10 ALUM. POP ( ol 4 " 0.C. (TYP.) TWO 1 /4 "0 FASTENERS EACH ANGLE ( AN SCHED FOR ANY ACCEPTABLE ANCHOR) 1 /4 - 20 TRUSS HEAD BOLTS &. NUTS W/ LOCK WASHERS " p 4 e Io‘ Nik. EXISTING STRUCTURE HALF O F� OR 3/16" ALUMNPOP RIVET (a 18" D.C. 1" x 1" x .055" 1" x 2" x .055" 2" x 3" x .055" ;_2" x 4" x .055" OR 2" x 5" x .12 AL. ANGLE USQUIRED OR FEMALE AS O ALT E _ CORNER C °SURE D T AIL 0 OR 3/ 1/2" 6" ALUM N POP RIVET @ 1 0.C. 1" x 1" x .055" • 1" x 2" x .055"• 2" x 3" x .055" 2" x 4" x .055 OR 2" x 5" x . 125" AL. ANGLE NOTES; 1. REFERENCE APPROPRIATE COLUMN IN TABLE 1 BASED ON MOUNTING CONDITION IN FIELD. 2. .125" DESIGN LOADS BETWEEN TABULATED VALUES, USE NEXT HIGHER LOAD OR LINEAR INTERPOLATION MAY BE USED TO DETERMINE ALLOWABLE SPANS. 3. ENTER TABLE 1 WITH NEGATIVE DESIGN LOAD TO DETERMINE MAX. SHUTTER SPAN. 4. ENTER TABLE 2 WITH POSITIVE DESIGN LOAD TO DETERMINE - MIN. SHUTTER SEPARATION FROM GLASS. MIN SHUTTER SEPARATION FROM GLASS (SEE SCHEDULE SHEET 5) 0.062" THICK RECESSED SILL 3105 -H32 OR 6063 -T6 ALUM. ALLOY (1/8" BELOW CONCRETE) 1 -1/4" 4' 3 - 10 3 -7 3 -4 4 - 3 -9 3 -6 . O 60" ° ALTERNATE FLOOR MOUNT DETAIL R SCALE. 3" • 1_0- T A 1 L E 2 z z 0. J 3Q a W , J I 3 1 IX o t 14 2 X I �w u F N ------ 4--1/4" MAX. EXISTING STRUCTURE MIN. 3,000 PSI CONCRETE CONCRETE FASTENER Ca 8" 0.C. ANY SCHEDULED FASTENER 15 ACCEPTABLE POS DESIGN LOAD (W) (PSF) 70.0 80.0 90.0 100.0 MINIMUM SHUTTER SEPARATION FROM GLASS (IN) 30.0 4 0.0 50.0 0.0 7 - 0 11 - 0 11 - 8 5 - 0 3 3 -3/4 3 2 -7/8 2 -7/8 2 -7/8 3 -1/8 4 2 -7/8 2 -7/8 2 -7/8 3 -3/8 3 -7/8 2 -7/8 2 -7/8 2 -7/8 3 oJE 9 - 6 10 - 4 5 - 0 7 -0 8 -0 11 - 0 12 - 1 5 - 0 7 - 0 8 - 0 11 - 0 11 - 6 5 - 0 7 - 0 8 -0 9 - 0 1 -3/4 3 1 -1/2 1 -5/8 1 -7/8 2 -1/4 2 -5/8 1 -1/2 1 -3/4 10 - ACTUAL SPAN (FT - IN) MINIMUM SEPARATION FROM GLASS FOR INSTALLATIONS LESS THAN OR EQUAL TO 30' ABOVE GRADE (INCHES) 5 - 0 2 -7/8 7 - 0 8 - 0 11 - 0 2 -7/8 2 -7/8 3 13 - 1 3 -3/4 5 -0 2 -7/8 7 - 0 2 -7/8 8 - 0 2 -7/8 11 - 0 3 12 - 11 3 -3/4 S - 0 2 -7/8 7 - 0 2 -7/8 8 - 0 2 -7/8 11 - 0 3 12 - 2 5- 3 -3/4 2 -7/8 By M(a,a1 D Mirka MINIMUM SEPARATION FROM GLASS FOR INSTALLATIONS GREATER THAN 30' ABOVE GRADE (INCHES) 2 3 1 -1/2 1 -5/8 1 -5/8 2 -1/8 2 -3/4 1 -1/2 1 -5/8 1 -5/8 2 -1/4 1 -1/2 1 -5/8 1 -3/4 2 -1/2 4 2 4 3 3 1 -1/2 1 -5/8 1 -3/4 1 -7/8 3 -1/8 1 -1/2 1 -3/4 3 -3/8 1 - 1/2 1 -3/4 2 -3/4 PRODUCT REVISED complyI Code *11b the Ikeda L Acceptance No o3- 0 Ei .. >t Date ..� 3. of c 0 r 0 2- t w ^ 1 a 0 , 0 o c, ry .. iiimiwormompib � VJ. KNEME1/I04n SNEER 0943 I 003 .I I I I r.4l i I I I 11.0 des 9" by VJR O Z W 1- w v -0 �a .o, H N v, 2 • Qz a. at = I $ • U LL-P w Z Y o W z L a I i TWO 3/8 "0 POWERS CALK -IN 3 -3/4" O.C. • W/ 1 -1/4 MIN. EMBED. • IN 3 KSI CONC. o • WITH 4-1/2" EDGE DI. OR FOUR 1/4 "0 ELCO CRETE -FLE L (� 3" O.C. W/ 1 -3/4" EMBEDMENT & 2 -1/2" m • EDGED IST. IN EACH ANLE c 0 u E 0 c c 2 EXISTING STRUCTURE— TWO 3/8"0 POWERS CALK -IN q) 3 -3/4" O.C. W/ 1 -1/4 MIN. EMBED. IN 3 KSI CONC. EDGE 4-1/2" I. OR FOUR 1/4 "0 ELCO CRETE -FLE 3" O.C, W/ 1 -3/4" EMBEDMENT E. 2 -1/2" EDGE DIST. IN EACH ANGLE to 42 51 f7UCTUR MAX -4-1 SEE TABLE 2 5/8" MAX. 2 "x3 "x1/4" 6063 -T6 ALUM. ANGLE 1 -1/4 r DETAILS M )B ` © THREE -1/4 "0 THRU BOLTS 1" MIN, L ALT. LEG DIRECTION T ACCES HOLE (MAX. DESIGN LOAD * 72 PSF) O yop SUPPORT BE AM DETAIL SCALE, 3" r-0• • NOTE: 1. USE BEA SCHE ULE FOR DETAILS IANDQ 2. SHUTTER SPAN TO BE LIMITED TO THOSE SHOWN IN TABLE, SHEET 5. 3. BEAM SPAN SHALL BE CONSIDERED AS THE DISTANCE FROM QOF SUPPORT TO QOF SUPPORT. — 60 31' 176.1 ANGLE THREE - 1/4"0 THRU BOLTS ALT. LEG DIRECTION (MAX. DESIGN LOAD 2 72 PSF) C)EIQUKM A S 1-0" ALUM. ALUM. BEAM (SEE BEAM SCHEDULE BELOW FOR MAX. HORIZOINTAL PANS) & NUT P 2 " CH USE C TH RU BOLT OR ACCESS ►ALE AS SHOWN IN DETAIL 1/4" MAX. oa a E o w - o W Q �wj3 w mu • 00 oi_, � . = XQ z o < 2 X w =OOH • o u. z Q 0. O J Fp1-w0 ow 3 awwj °D uo � N N VJ DO: =XQ Q ) Z ZQ o w ' O IA o O 3/16 "0 POP RIVET CR #12 TEK SCREW QD 6" O.C. SC E ABOVE SCHEDULE FOR MAX DESCRIPTION HORIZONTAL SPANS) 1/4-20 S S. MACHINE SCREW & ACCE�� ACCESS IN BOTTOM SS TOM OF BEAM OR USE THRJ.BOLT AS SHOWN IN DETAIL Y1 1.50" OR DOOR ANGLE DETAIL USING CALK -IN ANCHOR SCALE : 3 "s 1'- 0" DRILL 5/16 "0 HOLE PLYWOOD ANO STUCCO FINISH - 5/8" MAX. DRILL 7/16 "0 HOLE DRILL 5/16 "0 HOLE 1.13" 3.00" 3.75" 3.00" v2 ANGLE DETAIL USING CRETE -FLEX ANCHOR SCALE : 3 "a 1'- 0 - SEE TABLE 2 1/2" w v1 X .4 E 0_ FOR W000 PLATE USE 1 S.S. LAG SCREW W/ 1 -3/4 PENETRATION INTO WOOD PLATE p 12" O.C. ( TWO 1 /4 "0 S S. LAG SCREW PENETR T!ON N CENTER OF STUDS —2" x 6" P. T. WOOD PLATE (MAX. DESIGN LOAD a 72 PSF) ® UNT SECTION - USING 2' x 6' P.T. WOOD PLATE PLYWOOD AND STUCCO FINISH 3.00" 1.00" 5/8" MAX. - G L SSEE TABLE 2- dR DOOR 3/16 "0 POP RIVET OR #12 TEK SCREW • Lb 6" O.C. (TYP.) x ( 2 SSE SSEMBLY Q n. n By 1/2" /16 "0 - OP - IV (la 6" 0.C. (TYP.) REFE OR SPACING MAX. X E FOR MAX. ' REFERENCE ANCHOR , OPTIONAL LOCATION ■ � CS CONNECTION TYPE SCHEDULE FOR MAX. DGE DIS4 SPACING /4 "0 @ E ON 1 " MAX. 1/4-20 12" 0 C . S PROVIIDE ACCESS HOLE (0 BACK SIDE FOR FASTENING TWO 4" 0.C, MAX. W/ 1G3/4 ENTR. IN CENTER OF STUDS 1 "x3 "x1 /8 "OR 1" x 4" x 1/8" 6063 -T6 ALUM. TUBE (MAX. DESIGN LOAD 2 72 PSF) WALL MOUNT SECTIO - USING AL . TUBE SCALE: 3" • 1' -0" EXISTING CONCRETE, MASONRY OR WOOD STRUCTURE. SEE ANCHOR SCHEDULE, TYP. 5/8" MAX. RECONNECTION E EN C TYPE SCHEDULE FOR MAX. SPACING 1/4" MAX wa-m w ZOti QJo 0- Qo w X v Q F 1/4" MAX, PRODUCT REVISED as complylag writ!' the Florida Balding Code Accepinace No 03-0 6 /3.0 Eipl tion Q 0 D rocucl Cuotrd Division $ Ore.," by 2$ MO TCD) CRJ dal?" by 4n.'k.d e ViK t V.KI dr ...,D no x_03 -811 I s 4,, _ 04 - tt— h A E. Order No. 47537 May 23, 1960 F.H.# 871 -48 Scales shown I H . 8;i C }ATIFY:That the dttached "SKETCH OF k.of Bove described property is true d'* on•ect't¢'' iy.xitpa best of my knowledge and 61,fef'a3 'Y c6rnt surveyed and platted under *t ' di ectir' ' �' ~ ' ,, RRY o " s ? SCHwEBI E& ASSOC. INC. Vice Pres. R "!, ( ('E ` e,Ad d Surveyor ,907 Stat ''Z of : 1i`Yf ida SKETCH OF SURVEY - Lot 1, Block 80 and the Northeasterly feet of Lot 2, MIAMI SHORES SECTION 3, according to the Plat thereof, recorded in Plat Book 10, at Page 37, of the Public Records of Dade County, Florida, e s Q E 0 c c SEE TABLE 2 OR DOOR WALL MOUNT SECTION SCALE, 3" = 1 -0 jF ry xrsra.. 1� CONT EMBED —5/8" MAX. EXISTING CONCRETE, MASONRY OR WOOD STRUCTURE SEE -. ,, n:_crwcniu o T R E F RENC SPACING E FOR MAX. ROLLER ASSEMBLY TYP. EVERY OTHER P 0 1/4" MAX. 1/4" MAX. NNECTION TYPE SCHEDULE FOR MAX SPACING 5/8" MAX. EXISTING CONCRETE, MASONRY OR WOOD STRUCTURE. SEE ANCHOR SCHEDULE, TYP. REF REN ON TYPE SPACING NG BU DO NOT EXCEED 6" SPACING 11 CONT. 11 CONT. 11 CONT. 1/2 TE BOTTOM MCI.dNT DETAIL MAY BE USED AT TOP. BUILD -OUT MO UNT SEC_ T(gh SCALE. 3 i -p ` Q 0:w 0. VI • 3Q C 6‹ w 1- 1•- r • QO X Ev JCS SEMBLY— QwV 1" x 1" x 1/8 E w ALUM. ANGLE N W/ 3/16 "0 POP RIVETS @ 6" 0.0 Q 7 GLLSSEE TABLE 2 OR C)00R 3/16"0 POP RIVET Q� OR #12 TEK SCREW @ 6" 0.C. (TYP REFER S FOR MAX. SPACING CONT. TWO 1/4 -20 MACHINE BOLTS 1 EKSCR OR #14 (TYP., TOP & BO SEE TABLE 2 4 9- 3/16" MAX. ALT. ANGLE LEG DIRECTION. / �BE FROM 0 E ANGLE OR FROM BOTH ANGLES )TYP.). MY Cl CONNECTION TYPE / / ` REFERENCE ANCHOR SCHEDULE FOR MAX, SPACING BUT 00 NOT EXCEED 6" SPA G 1. 1/2" CONT. 1/ 1/4 -20 MACHINE BOLT W/ NUT 12" 0.0. (TYP., TOP & BOTTOM) ROLLER ASSEMBLY w TYP. EVERY OTHER P o 1/4" MAX- 1/4" MAX. f EXISTING CONCRETE, MASONRY OR WOOD STRUCTURE. SEE ANCHOR SCHEDULE. TYP. Q. t � 5/8" M_. C4 CONNECTION TYPE ��� REFERENCE ANCHOR tr SCHEDULE FOR MAX. SPACING cc w 0 F- X Q F ® MOUNT SECTION Ow JD <0 XI Q E CR DOOR W � W10 3/16"0 PL ? RIVET (hl 6" 0,C. 1 YP.) ( BUI E -OUT MOUNT SECTION EXISTING CONCRETE, MASONR OR WOOD STRUCTURE, SEE ANCHOR SCHEDULE, TYP, 1/4" MAX. 2 w QJ wo< N~ OW Q J� ci-cto X E 1/4" MAX. 1/4" MAX 1/2" REFERENCE ANC SCHEDULE FOR MAX SPACING 5/8" MAX. EDGE DIST. 1/4" MAX. w l7 0 PTIONAL FASTENER ®CATION IN LIEU OF ANGLE SUPPORT- STAGGER ANCHOR 1/4" OFF CENTER REFERENCE I AN CHO R SCHEDULE FOR MAX. j SPACING SEE TABLE 2 EXISTING CONCRETE, MASONRY OR WOOD STRUCTURE. SEE ANCHOR SCHEDULE, TYP. EXISTING WOOD TRUSS OR RAFTER TB C1 CONNECTION TYPE M A X . REFERENCE ANCHOR EXISTING WOOD OR SCHEDULE FOR MAX. STUCCO FINISH SPACING MATERIAL TYP. TOP & BOTTOM z Z Q• .1 CLW a_ v)._.) N m cc 3Q w 0 I — Jw Q J I p ✓I Qw X Fu • ujIA E, i 3 -3/4" MA DIRECTION #14 SMS (D 24" 0 C. MAX. IN BETWEEN TRUSSES SEE TABLE 2— E BED. EXISTING CONCRETE MASONRY/ OR WOOD STRUCTURE SEE / ANCHOR SCHEDULE, TYP. J 11 CONT. - FOR LARGER SPANS E TWO 2" x 5" AL. ANGLES (SEE SCHEDULE 1 TYPE C) REFE A N C HOR C1 CONNECTION TYPE J SCHEDULE FOR MAX. REFERENCE ANCHOR SPACING BUT DO NOT SCHEDULE FOR MAX EXCEED 8-1/2" SPACING SPACING 1/4 -20 MACHINE BOLT UT @ 12" 0.C. (TYP., TOP BOTTOM) 1/4" MAX. 11, • ' ®TOP & BOTTOM Merit C1 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING 11 CONT. - FOR LARGER SPANS E TWO 2" x 5" AL. ANGLES (SEE SCHEDULE 1 TYPE C) 18=-MAX @ 8UJLD.QUT MOUNT SECTION 1 ro 1/2" MAX. i WOOD SOFFIT / ®FLOOR MOUNT SECTION —T MAX. 4 GLLq D Q X p OR D00R— Q X Ev 4 wtil Ew W 0 ® BUILD -OUT MOUNT SECTION SCALE: 3" • 1' -0" 4" x 1/8" 6063 -T6 ALUM. CONTINUOUS PLATE W/ THREE 1/4 "0 WOOD LAG SCREWS WITH 2 -3/4" MINIMUM THREADED PENETR. "T" IN WOOD @ EACH RAFTER OF TRUSS, 24" 0.0. MAX. WHERE PLATE EXTENDS BEYOND LAST TRUSS, EXTEND PLATE TO NEXT TRUSS 1/4" MAX. 1/4" MAX. REF AN CHOR SCHEDULE FOR MAX. SPACING - EXISTING CONCRETE, MASONRY OR WOOD STRUCTURE. SEE ANCHOR SCHEDULE, TYP. 2" x 2" x .050" ALUM. TUBE TYP TOP & BOTTOM 1/ 1/2" 1/4" MAX: 1/4" MAX. REFERENCE T AN C HOR SCHEDULE FOR MAX. SPACING BUT 00 NOT EXCEED 8 -1/2" SPACING 5/8" MAX. z z Q aw a v1J • •4 CC WO J � J J • "`D • p V Q w X Eu wit/ E w '1 z z N uJ VI ce tJ td 03 -811 (o. 1 0/1 7 /2002r 1%.;: o • cr " pr I( AS "'€o � rLj �i• qn ty ii Maw•, ey W < VJ. KNEZEV1OI PA ESSONLAL WEER Ft Lk.rw Naomi ow i 2 331 +' j "I m l 1 • • 'I t :'(38:)11' PRODUCT REVISED ?- u cooplyia$ Mt5 the nodds U B Ac iddle& CoCock " _� �' ccptaecc No 0 ' - O .0/ :pi &a Dete ♦ ,4rojiY • • — -- /,.:. • , Divisloe z Ol♦<0 m v !MISS 11 m � 4r� i itt►� 14 EXISTING GLASS (TYP.) 6 -1/2" c c 0 0 oA csi D i 0 W _ r 4, i c 0 .2 a 0 C 0 0 v v 0 0 z Q w cc w In X F 1— 0cn SECTION TOP TRACK v) z 0 1- u w w to LOCKING MECHANISM CAN BE Cla 18" ABOVE OR BELOW CENTER (SEE GENERAL NOTE 10) TYPICAL ELEVATION N.T.S. BOTTOM TRACK - FASTENER 24" 0.C. (SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR). (TYP MECHANISM A T CE E OR SIDE OF SHUTTER LOCK MAY BE INSTALLED ON INSIDE OR OUTSIDE OF SHUTTER E FASTENER SCHEDUI �T1 -1/ MIN. � 1 -1/2" MAX OPTIONAL DRILL 5 /8"o HOLE FROM BOTTOM OF EXTRUSION( ,—, BEFORE ASSEMBLY FOR u TRUSS HEAD BOLT (TYP ) PLAN VIEW VARIES - NO LIMIT r9 MIN. SHUTTER SEPARATION FROM GLASS. (SEE SCHEDULE SHEET 5). DISTANCE TO BE MEASURED FROM BACK OF SHUTTER BLADE OR FROM HANDLE WHEN MOUNTED INSIDE. TYPICAL PLAN VIEW SCALE. 3" • T -0" 1 " " ALUM. ANGLE W/ 3/16" POP RIVETS g 5" JOINT BETWEEN REMOVABLE AND FIXED SILL PLAN VIEW S ECTION S REMOVABLE FLOOR TRACK DETAIL SCA -E 3 • • - C. VSED MTh peas SAND LOCKING PIN SCALE 1-1/2' • T -0" FASTENER ( 24" O.C. (SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR). SSEPIBLY PT10NAL ACCESS HOLE XISTING STRUCTURE SEE SECTION B ON SHEET 3 FOR COMPLETE INFORMATION C5 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING 2" MIN. SINGLE ARM LOCK N.T.S. SINGLE ARM LOCK N.T.S. SINGLE ARM LOCKING MECHANISM AT CENTER OR SIDE OF SHUTTER. LOCK MAY OR OUT OF SHHUTTER M AT CENTER OR SIDE OF SHUTTER. NSIDE OR OUT OF 2 -1/ 4' S E FASTENER SCHEDUL 3/4" " MIN. i -1/2 MAX. PLAN YI EYV ASTENER 24" 0.C. (SEE ANCHO SCHEDULE FOR ANY ACCEPTABLE ANCHOR). (TYP.) (DOES AR M OPTIONAL CLOSER HANDLE N .T.S. 9D SINGLE ARM LOCKING MECHANISM AT CENTER OR SIDE OF SHUTTER. LOCK MAY BE INSTALLED ON INSIDE' OR OUTSIDE OF SHUTTER SCALE! 3" • T -0" (DOES 1•407 REPLACE ANGLE ARM WOO OPTIONAL CLOSER HANDLE N.T.S. 1 "x1 "x /8" 1 3/16 "a POP JOINT BETWEEN REMOVABLE AND FIXED SILL OPTIONAL REMOVABLEJLOOR TRACK DETAIL SCALE • 3 ". 1'- 0" NYLON Q& BUSHING ® f' I " 12 HANDLE f 7 /16" O.D, 0.63" LONG NYLON ma BUSHING 2 M11111111111111 0 -NYLON HANDLE MIN. SHUTTER SEPARATION FROM GLASS. (SEE SCHEDULE SHEET 5). DISTANCE TO BE MEASURED FROM BACK OF SHUTTER BLADE OR FROM HANDLE WHEN MOUNTED INSIDE. OPTIONAL PLAN VIEW SCALE, 3" : 1' -0" SECf1ON T . 9StEqLY OPTIONAL LOCATION CS CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX SPACING XISTING STRUCTURE SEE SECTION L ON SHEET 4 FOR COMPLETE INFORMATICN C4 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX SPACING #10 x 2" SMS. MANUFACTURED FROM #410HT OR 18 -8 STAINLESS W/ XYLAN 5200 FLUOROCARBON STEEL W/ XYLAN 5200 FLUOROCARBON COATING & .460 "O x .050" THICK 300 SERIES STAINLESS STEEL WASHER (TYP. TOP & BOTTOM) 3/8" 0.0. x 0.90" LONG NYLON kar2b1 BUSHING P[a #10 x 3" SMS. MANUFACTURED FROM #410HT STAINLESS STEEL W/ XYLAN 5200 FLUOROCARBON COATING & .460 "01 x 050" THICK 300 SERIES STAINLESS STEEL WASHER' (TYP. TOP & BOTTOM) SCREW BUSHING & ROLLER/ BUSHING ASSEMBLY SCALE, HALF SIZE FASTENER @ 24" 0.C. (SEE ANCHOR SCHEDULE 2- M FOR ANY ACCEPTABLE ANCHOR). PRODUCT REVISED u cw plytag with the Florida Biddies Code Acceptance No 0 - 0 • Es' • u • Date • .10 Miami i ' �.� Division Sc &• AS '+0`CO _ 03 -811 f sb• eer 2 of 7 0 0 Cr t2- t1 (t2 = 076 HEADER -CLG. MOUNTED SCALE: HALF S12E ® HEADER.WALL MOUNTED SCALE. HALF SIZE 3.993" • 55 4 4.478" () ADAPTER SLAT SCALE: HALF SIZE N m O O 0 0 0 Let A) REQUIRE THAT SITE SPECIFIC DOCUMENTS BE PREPARED, SIGNED DATED ANO SEALED BY A LICENSED ENGINEER OR REGISTERED ARCHITECT WHICH DETAIL PRODUCT ENGINEEREFORTREVIEW SAID DOCUMENTS A TO THE SUBMITTED OFFICIAL GRANTING HIS /HER APPROVAL. 3) REQUIRE THAT A ONE -TIME SITE SPECIFIC APPROVAL BE APPLIED FOR AND SECURED FROM THE MIAMI -DADE COUNTY PRODUCT CONTROL DIVISION. WHEN THE SITE CONDITION DEVIATIONS OCCUR WITHIN THE HIGH VELOCITY HURRICANE ZONE AREAS, ONLY OPTION "B" SHALL BE ACCEPTED BY THE BUILDING OFFICIAL. .r GENERAL NOTES; 1. THESE APPROVAL DOCUMENTS REPRESENT A SHUTTER SYSTEM ANALYZED WITH THE PROVISION SET FOR THE ISSUANCE OF A NOTICE OF ACCEPTANCE (NON BY MIAMI -DADE COUNTY PRODUCT CONTROL DIVISION FOR THE FLORIDA BUILDING CODE, 2001. 2. TO VERIFY THAT THE ANCHORS AS TESTED ARE NOT OVERSTRESSED IN THESE APPROVAL DOCUMENTS, NO INCREASE IN ALLOWABLE STRESS WAS USED IN THE FASTENER ANALYSIS. _ i 3. OETERMLNE THE POSITIVE ANO NEGATIVE DESIGN LOADS TO USE WHEN REFERENCING WIND THESE DOCUMENTS WIND LOAD CALCULATIONS ONS I N ACCORDANCE WITH THE FLORIDA BUILDING CODE 2001 A DIRECTIONALITY FACTOR OF Kd .0.85 SHALL BE USED. ( --- TJ ARE GENERIC AND DO NOT INCLUDE INFORMATION m0 FOR SITE - SPECIFIC APPLICATION OF THIS SHUTTER SYSTEM. / 5 THESE APPROVAL DOCUMENTS COMPLY WITH CHAPTER 61015 -23 OF THE FLORIDA ADMINISTRATIVE COOE. E CONDITIONS T THESE APPROVAL. DOCUMENTS ARE 3 6 PROVIDED E NO CONTRACTOR VERIIF'ES EX STIN CTURE D / NOT CEVIATE IN EITHER FORM OR MATERIAL FROM THE STRUCTURAL SUBSTRATES u DETAILED HEREIN. 1- • 1. ANY MODIFICATIONS OR ADDITIONS TO THESE APPROVAL DOCUMENTS WILL V010 THE APPROVAL DOCUMENTS. % 6. WHEN THE SITE CONOITIONS DEVIATE FROM THESE APPROVAL DOCUMENTS, THE • BUILDING OFFICIAL MAY ELECT ONE OF THE FOLLOWING OPTIONS: 0 0 0 n 0 0 j 9 EACH SHUTTER ASSEMBLY SHALL BE PERMANENTLY LABELED AS FOLLOWS: o METAL SHIELD CORPORATION CORPORATION MMJAI�ADE COUNTY PRODUCT I O APPROVED 10. ALL SHUTTERS SHALL HAVE A LOCKING MECHANISM AT CENTER OR SIDE CLOSURE WITHIN 18 OF CENTER (VERT.). LOCKING MECHANISM SHALL BE LOCKED TO PROVIDE j HURRICANE PROTECTION. m O 0" N 0 0 0 .048" .125" ® BUILD -OUT WALL HEADER 2 a SCALE: HALF SIZE 11. STORM SHUTTER EXTRUSIONS SHOWN SHALL BE 6063 -16 ALUMINUM ALLOY, U.O.N. aDO, 12. ALL SCREWS AND BOLTS TO BE 2024 -11. ALUMINUM ALLOY, STAINLESS STEEL, ✓ , 4 OR GALVANIZED STEEL WITH A MINIMUM TENSILE STRENGTH OF 60 K.S.I., U.O.N. ' POP RIVETS TO BE 3/16 5052 ALUM ALLOY. U.O.N. 13 TOP AND BOTTOM DETAILS HAY BE INTERCHANGED AS FIELD CONDITIONS REQUIRE. 14. FLCOR TRACKS MAY BE REMOVABLE AT NON- STACKING LOCATIONS. USE REMOVABLE ANCHORS SUCH AS POWERS CALK -IN ANCHORS. 5. THIS SHUTTER SYSTEM IS PATENTED WITH THE J S. PATENT AND TRADEMARK OFFICE, PATENT No. 5,755.270. 3.840" MAX 107" 8 2 326" 2.775" 2 586" 250" .94 1.391" 1.891" 2.373' 1.158+ 40" ( OPTIOHN.) @ LOCKING CLIP S SCALE HALF SIZE 1.840" 875" 9 0 ' ( TYP. 2) 91.5/2 600' 640 CENTER MATE 1 SCALE: HALF SIZE 0 N co 4 1.350" x.483" in }..� N }-- 1� O 1 1 N .°= m ' r 0 STAINLESS STEEL 430" I J ' .OSS "�J ASSEMBLY j , 375" m HOLE NYLON WHEE � RIVETED IN PLACE t 1 1.100" TYP. AT EVERY OTHER INSIDE JOINT .251" @ ROLLER ASSEMBLY SCALE: HALF SIZE x . 472" 1.0. 612" O.D. 41 .211 " I 500" f t2,'0' 76 ® SILL 3 -WALL MOUNTED SCALE HALF SIZE ® CENTER MATE 2 SCALE: HALF SIZE • tti m' } 620" I I_ - t2- 375 ., 1.840" 4 4211" ADJ. SILL-TOP SCALE. HALF SIZE 230" MAX 0TM MAX . CARRIER @ BUSHINGS 2 SCALE: FULL SIZE 150" CENTER MATE 1 OW LOCANG Roo) 9a SCALE: HALF SIZE 80" 315" R 3 245" 3.049' .080 250" .949" 1.391" t891" AsDJ. SI -BOT. SCALE: HALF 512E °ALTERNATIVE ADLES I ILLFBOE N C.1 0 4 .055 " - .250" .500 "' f 3.283" @ INSERT 13 SCALE HALF SIZE t :.200" # .055" 0 s tt WALKOVER SILL 16 FLOOR MOUNTED 17 BUSHING (NYLON) 1B SHIM (NYLON) HALF SIZE LOCKING ARM ALIGNMENT INSIDE HANDLE 1.533" .050" .025' (TYP i 1.250" e90 END SLAT SCALE: HALF sue 1.641" t 1.250" J � } -Tit �" I t Pb ) .060" 0 1,039" N la" t625" .095S'- I 1 -4 k .9 659" 2.101" T. .136" 3,465" ® LOCKJN3 ARM SCALE, HALF S12E 3.267" OF SLAT x:060" 345" ® CENTER MATE 2 ON LOCKING Roof 0 SCALE HALF SIZE in 0 0. PRODUCT REVISED as aaplytng with the nod& Bddlag Code A pt,nnNao3_o3 Ex . adate•:![S r: / 0 8 By' i' u. . M al b j ' r ►? Division 03 -811 s 6 ci w 0 A im r ti < I "0I w c V.J. KNEIEVICH rt+orts I haul 10963 6 1C/17/2002; rc..y.+ey )0'60,0 eR V1Ki arlv.nq r0 - S!'PB O` BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA Metal Shield Corporation 5445 N.W. 24t Street, Unit #1 Margate, Florida 33063 TY q(e SCOPE: This NOA is being issued under the applicable rides and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the Alit may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: "HT -100" Aluminum Accordion Shutter APPROVAL DOCUMENT: Drawing No. 03 -811, titled "HT100 Accordion Shutter ", sheets 1 through 7 of 7, prepared by Knezevich & Associates, Inc., dated October 17, 2002, last revision #1 dated December 04, 2002, sigred and sealed by V.J. Knezevich, P.E. bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE LMPACT RATING: Large and Small Missile Impact LABELLNG: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and the following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMLNATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA 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 NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA reN ices & renews NOA # 00- 0605.12 & consists of this page 1 & approval document mentioned above The submitted documentation was reviewed by Ilelmy A. Makar, P.E. o 7 /2 �/o3 . MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 b NOA No 03 -0613.01 Expiration Date: 06/27/2008 Approval Date: 07/24/2003 Page 1 /ZS 7.O 5 a• t4• a ' e. d •o 6' 6 s =o' 4.0• 6:G" :o- rs ..040.0 . / /a.I•J `� Aar /✓ .06.5 • r/ Used J/ $1#4 ../ A 444 /S, a.?I seal 1 44. ,tw•// A/e.rrdtrs 4 looj.7o)/41t.'401, tOl P1go4}• c'vad c 4►►O'( 0001• /0 Yf s Jg,.ee f •/ /si'. a to e•e t.,.,. tot t01 101 let e' 4w41/) CQ4S &&ucc.i •CL /4 4r,a44 cou • I.'Ill.7r v v tA•r t'a%' I /•. 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GSS y / ey 5 ...?„,r • 4.3 d',Jr .3 4' 1, , • ct / /-> re c 3 c. „);7 02Q z / t /6,7,V 57 .0 c.F cf /--/— / ••••■•141.110...r.., pehprZW.n. 4.111 akunyyMenitl. .0 • ki• C /C/ o N Yi >pis /1/ , g aRS og K H e er. r ,7" of a 7410,....e.faan.rearaomble•n■ 4. c e, 6 / j: ,, r v '' e - •y,y,' f '' +; -' � ,tip �t � 1 i rrIrw asiii.rrri•W ~WIIIWr.Or�..n.0r,•rn..rrrr..... -C; r:;Tsf t q;c' b c.txit?` '`:r ,,V4 ;.i:r� +ti^Kw+nfW • iW • 1 1 . z4 2/" G /�fo'"Yd2f i.� vied J t _ 3► 24 =/0 / .1,1/1b-;1// /ri r,),r' Z-1!-/ C 1' 7 . ran,• 3OL 1`c) 3'4O" 0. .f%' 4 t u " ::4 4/7 . t 1 rt l).' >arJ N a t i v II I -y.i 1Y41TY, 1 o .Cif'3 n1le7, use of 11 )/ '. ---`^'- ,. rt,1 C 1 0.6! , la L {fia1 sitars '•'tl�de �"- - '' „t 1 }'' MAPA��3� �dyE�3i)tr M !} FA ri fV) T I I t D , ---------::---T------ ri*. 47-------- \\,irl.):), 0 A Al AS KO ♦ c'. •. ". >s-t.. •`i .t.:Y.: ;S 0,7) D'1R Rct' COi'1 to“ PLATF:3 e q SCHCN ATIC At • M1i WI -767) ■—■ •-- —4 --I —H —4 —4 Flush— Splice -1 JOINT 1 JOINT 5 I• 0/3 Joint Detail Scales: X32 = I 14i" 2x4 B.C JOINT 4 1. Design shall be in occordance with "National Design Specifications for Stress Grade Lumber and its Fastenings, 1957 Edition os amended November, 1957 by National Lumber Manufocturer's Association, except as indicated below. Design and rubrication shall also be in accordance with the "Timber Construction Standards ", American Institute of Timber Construction, latest edition. 2. The following combinations of design loads and allowable unit stresses prevail: DESIGN CASE 1 Live load on roof 30 psf on horizontal Dead load of roof: 15 psf on horizontal Dead loud of ceiling: 10 psf on horizontal Total: 55 psf 33 increase of allowable unit stresses for duration of maximum loud. JOINT 1 — ALTERNATE (With 2x4 6 2x6 Top Chords on Some Structure) SPECIFICATIONS 9 DESIGN INFORMATION 3. Minimum lumber grades: Top Chord No. I Southern Pine Bof. Chord [ Douglas Fir 1500f Industrial L.F. 45 U2 '" STRESS DIAGRAM — UNIT 25W27 Scale: I" • 2000# 594 N 4 2x4 Bot. Chord HALF SPAN ELEVATION Scale: ` =I0" 3 U2 495 594 434 1452 9 L 6. Moximum spacing of trusses. 2 =0" o 8 L2 177 SPACE DIAGRAM — UNIT 25W2T No Scale 4 Joint correction plates shall be "ORCO" Connector Plates as manufoctured by ORCO Engineering Company, Miami, Florida. The plates shall be stomped from 16 gauge, hot dipped, galvanized steel. Plates of the shown design and sizes shall be applied to both sides of each piece of lumber at the indicated locations. 5. Lumber for top and bottom chords shall be of the species and grades os indicated, or equal. Web members shall be of a minimum grade equol to Coast Region Douglas Fir, Construction L.F. , ,4�11S1 rlC.4 F I NO. 6944 STAT E Of f 6'n � GRiD 177 5 900 DRAWN BY: v5. CHECKED BY: Ala- 5 APPRQVQD BY. 434 6 1452 -=—Symm. about c_ Al 17 10,J. f 6 , 2.5/12 STAND RD " " TRUSSES 26 9` thru 27 -8" SPANS UNITS 25W26 thru 25W27.§ — With 2x4 Top Chord — ORCO ENGINEERING COMPANY DATE. ERDMAN, SMOCK, MOSLEY 8 STIEGLIT2 6_ 12_'60 OF FLORIDA, INCORPORATED SCALE: ENGINEERING SERVICES AS SHOWN 7241 SW 276, C. S0. MIAMI 43, FLA. DWG. N0. 0 -58 1— M-- X X 4- - -1--- X X I--- 1--• I— X 1— X I— I— X I_ X I— 1--- — M I_ i -1 X I— I-4 --1 X —4 X —4 --I --I X X --4 —I X X —4 —4 —1 X 1 . , _ — — —1— X — ■—■ •-- —4 --I —H —4 —4 Flush— Splice -1 JOINT 1 JOINT 5 I• 0/3 Joint Detail Scales: X32 = I 14i" 2x4 B.C JOINT 4 1. Design shall be in occordance with "National Design Specifications for Stress Grade Lumber and its Fastenings, 1957 Edition os amended November, 1957 by National Lumber Manufocturer's Association, except as indicated below. Design and rubrication shall also be in accordance with the "Timber Construction Standards ", American Institute of Timber Construction, latest edition. 2. The following combinations of design loads and allowable unit stresses prevail: DESIGN CASE 1 Live load on roof 30 psf on horizontal Dead load of roof: 15 psf on horizontal Dead loud of ceiling: 10 psf on horizontal Total: 55 psf 33 increase of allowable unit stresses for duration of maximum loud. JOINT 1 — ALTERNATE (With 2x4 6 2x6 Top Chords on Some Structure) SPECIFICATIONS 9 DESIGN INFORMATION 3. Minimum lumber grades: Top Chord No. I Southern Pine Bof. Chord [ Douglas Fir 1500f Industrial L.F. 45 U2 '" STRESS DIAGRAM — UNIT 25W27 Scale: I" • 2000# 594 N 4 2x4 Bot. Chord HALF SPAN ELEVATION Scale: ` =I0" 3 U2 495 594 434 1452 9 L 6. Moximum spacing of trusses. 2 =0" o 8 L2 177 SPACE DIAGRAM — UNIT 25W2T No Scale 4 Joint correction plates shall be "ORCO" Connector Plates as manufoctured by ORCO Engineering Company, Miami, Florida. The plates shall be stomped from 16 gauge, hot dipped, galvanized steel. Plates of the shown design and sizes shall be applied to both sides of each piece of lumber at the indicated locations. 5. Lumber for top and bottom chords shall be of the species and grades os indicated, or equal. Web members shall be of a minimum grade equol to Coast Region Douglas Fir, Construction L.F. , ,4�11S1 rlC.4 F I NO. 6944 STAT E Of f 6'n � GRiD 177 5 900 DRAWN BY: v5. CHECKED BY: Ala- 5 APPRQVQD BY. 434 6 1452 -=—Symm. about c_ Al 17 10,J. f 6 , 2.5/12 STAND RD " " TRUSSES 26 9` thru 27 -8" SPANS UNITS 25W26 thru 25W27.§ — With 2x4 Top Chord — ORCO ENGINEERING COMPANY DATE. ERDMAN, SMOCK, MOSLEY 8 STIEGLIT2 6_ 12_'60 OF FLORIDA, INCORPORATED SCALE: ENGINEERING SERVICES AS SHOWN 7241 SW 276, C. S0. MIAMI 43, FLA. DWG. N0. 0 -58 .rs 5 01 ^ s, , 1450 2 of 10 It j S t •330 1500 1000 IS00 SPACE MARAS. — Rite SPAN tro Scent 52S 1350 4001 r0 tt f t= 1 tars a 0 WS PACE O.A66AM - 34•-V SPAN to stye ASO ; i 4 115 0 /31 /23i -- -- - ZIS dd. CI* I Ir 1350 i 40110 yseaunAl .5,y1 i1 JIM 0001 Stales: }sa ! - , t Joist I -tits as. CE1.rd .. NOTE - Se. %Nlt 2 for number 4/ trusas tegt,. a:e t.rt. $ /K mu►. (T» ale lrNtesl Jamt 1— 'IAA. PA.:T.AL &L ( T WU TRUSS UNIT Sh01bNe Score Vat' 0* Too v - 2s$ dat Coat 13 :42 to . 15 - 4 _ !do!11nN k2.0 to 3.4 9. 3 -1 r•' t 7 Af . ;stM 3 -- - — i7 • 011 12 ��✓�' 2 .o;r -2 - -I -- 21 ,.o.. . - IV -4' to tT -4* — fit d Sots" ro 34=V SPANS NAL, SPAN ELEVATIONS stall, i • 1 o ' ♦ ` \ 2! ` 0/4/10 tad - Q t Bon whe.461%, Bon '/ I Tip tatlert tl%0 i tat Pita -- all mutti•trutsunet) - 4 6 r 1 ^int S 0/7#121 } '_ . _ . 1r cation 1 Soaea t• Symrn About Ea pot W�4 ( 49 All Tryuse.; Ecc7 `' � Zp� 1 O O ENdIHEERIN4 GnMPANY h • E M..un. SY<N •, Hc4tV a SF.E G4? L , ' :r` .,..T:c ��• _VC %lr• Sl'YH *t t, .. 2.5/f2 GIP.OER TRUSSZS 26=9• a 34 -e SPANS UNIIS 25026 to 256341