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59 NE 101 St (12)FRAME & PANEL FASTENERS LIST 2 DOWELS. DIA .438 X 6.500" ATTACHMENT OF BOTTOM RAIL TO STILES 2 OOwELS. 01A .438 X 5.000" ATTACHMENT OF TOP RAIL TO STILES BEAD SILICONE ATTACHMENT OF SILL TO ROUGH OPENING BEAD SILICONE ATTACHMENT OF SIDE JAMBS TO HEAD & SILL 1 BRACKET ATTACHMENT OF STATIONARY PANEL TO FRAME 18 SCREwS # X .625" ATTACHMENT OF MEETING STILE w.S. TO PANELS 7 -9 .SCREWS. BRASS 18 X 1.500 ATTACHMENT OF INSIDE STOP TO HEAD JAMB 5 SCREWS. �8 X 1" ATTACHMENT OF BRACKET TO STATIONARY PANEL & HEAD JAMB _ 4 SCREWS. #5 X 1.000" ATTACHMENT OF STATIONARY PANEL TO SILL FILLER 14 SCREWS. 10 X 2.500" ATTACHMENT OF SIDE JAMBS TO HEAD JA!.IBS & TO THE SILL OTY. EACH DESCRIPTION LOCATION FWC- 160611 7 25 UNIT DES. >'(( OF SCREWS THROUGH HEAD JAMB N OF NAILS THROUGH HEAD JAMB FWC- 160611 3 11 UNIT OES. y OF SCREWS THROUGH EACH SIDE JAMB N OF NAILS THROUGH EACH SIDE JAMB PANEL DIMENSIONS FWC - 16061 1 1 48.000 79.106 DES. UNIT I WIDTH HEIGHT FWC 160611 189.000 82.375 UNIT DES. DIM "w" Ow "FI DIM MAXI NOTES: OPERATING PANEL VIEWED FROM EXTERIOR OIM."W" OPERATING ?ANEL a A 1. INSTALLATION METHODS: THE HEAD JAMBS ARE SECURED WITH SEVEN #10 X 2 -1/2" SCREwS LOCATED 7 -1/2 30" & 40" FROM EACH JAMB & AT THE MIDSPAN OF HEAD. THE JAMBS ARE SECURED w1TH SIX ,q12 X 2 -3/ SCREWS SPACED 10" FROM HEAD & SILL & 36" FROM SILL. THE SILL IS SET IN SILICONE BACKBEDOING. THE DOOR FRAME NAILING FLANGE IS SECURED TO THE BUCK USING 1 - S /5:'' ROOFING NAILS SPACED 8" 0.C. 2. STRUCTURAL DESIGN PRESSURE RATINGS FOR ALL SIZES = +42 PSF / -55 PSF. 3. CLAZINC SPECIFICATIONS: THE PANELS UN TILIZE NOMINAL 3/4 HIGH FERFORMANCE INSULATING CLASS FABRICATED FROM TNo NOMINAL 5/3V TEMPERED SHEETS AND A DES:CCANT FILLED SPACER SYSTEM. GLAZING METHOD: CLASS IS SET FROM THE INTERIOR AGAINST THE SILICONE BACKBEDDINC AND THEN 'N000 GLAZING STOPS ARE USED ON THE INTERIOR, SECURED WITH 1 -/4" FINISHING NAILS SPACED 8" ON CENTER. I CUSS BITE = .563". 4. FRAME CONSTRUCTION: FRAnnE MrMBERS ARE COPED, BUTTED. GLUED AND THEN FASTENED USING FOUR • 1110 x 2 -1/2" LONG SCREWS PER HEAD JA■9 CORNER AND THREE #10 x 2 -1/2" LONG ,SCREWS PER S ;' JAMB CCRN=R. THE SILL INSERTS BELOW THE STATIONARY PANELS ARE EACH REINFORCED WITH FOUR 2" X 3" R12aED :ALUMINUM ANGLES POSITIONED 2 ". 2 43 AND 45•. FRC`J FRAME JAU3 AND is S :CURED TO Tr•E SILL WITH FOUR , j 10 X 1' SCREWS LOCATED 6 ". 13 ". 31". & 45 FROM EACH JAMS. 5 PANEL CONSTRUCTION: THE W000 PANELS CONTAIN BLIND MORTISE AND TENON. DOWEL AND CLUED CORNER CONSTRUCTION. THE STATIONARY PANELS ARE EACH SECUREO TO THE FRAME ' WITH' SIX }'3 X 1" SCREWS THROUCH THE SILL INSERT FLANGE INTO THE PANEL POSITIONED 5". 12-1/2". 30 -1/2 . 40". 43" & 46" FROM THE FRA!.IE JAMBS - A CENTER ASTRAGAL 'HAS ATTACHED TO THE ?ASSIVE PANEL WITH SCREWS AND A SuCONE HAD BETWEEN THE EXTERIOR OF THE PANEL AND THE ASTRAGAL. THE TOP RAIL OF EACH STATIONARY PANEL IS SECURED TO THE FRAME us,NC A :/8 THICK METAL ANGLE BRACKET WITH I -3/4" & 1 -5/3" LECS. THE BRACKi. WAS SECI;RED TO THE FRAME; USINC THREE 118 X 1" SCREWS & INTO EACH PANEL WITH TWO y8 X 1" SCREWS. A 80(T01.I RAIL FILLER WAS USED IN EACH OPERATING PANEL. THE OPERATING PANELS ARE HELO IN THE HEAD CUIOE TRACK USINC A 1/2 X 1/2" WOOD GLIDE STOP WHICH WAS SECUREO FU THE FRAME USINC 118 x 1 -1/2 SCREWS SPACED 8- I/4 O.C. A 6 METAL STOP IS INSTALLEO IN THE EXTERIOR OF THE HEAD GLIDE TRACK AT THE ASTRAACAL LOCATION, & SECURED TO TO THE HEAD WITH FOUR //3 X 1" SCREwS & ONE , #3 X 2 -1/2" INSTALLATION SCREW. THE O?=RATINC PANEL wAS HELD IN THE CUIOE TRACK USINC A 1 -1/V x 1/2" w000 GLIDE STOP I-1;CH WAS SECURED TO THE FRAME WITH 73 x :/2" LONC SCREWS SPACED 7 -1/2" CN M'.wI CADE CO A•' ROvED IMPACT RESISTANT s,UTTERS ARE REOUIRED FOR THE INSTALLATION OF 1n:S UNIT. CENTER. 8" O.C. TYP B SILICONE BACKBEDCINC TO BE Two PARALLEL 1/4" BEADS. MINIMUM LOAD RATINC IS 20 L8 /IN PER BEAD. MAX LOAD ON THIS UNIT IS 12.4 L8 /IN (42.i SO FT TRIBUTARY AREA X 55 PSF /163 ). BTu APPROVED A. COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DAT LA 6 _ Z00 0 BY PRODU CON •OL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO 9‘?". /Z oz • 03 (?„,a.c..) ak,t5(ov go, f005 UNIT, FY C 1 606 1 1 4 PANEL •»ae.E /art 2/7/G0 RICHARD BOYETFE FL Civil PE n42485 4031 CocoTUI Blvd Royal Palle Bch FL 334 II (561) 7q0 -5766 VDiCO / Fur Andersen Corporation Oayoor:. .minneiuta 55003 Nod , ..•C SC of+.....Cs ME »cre0C .S . SE u+ u.00wSC.. CON ✓0N.I.0 raw PAC eE.Enr or aS Cusro..E4s. r•w wESrons�m roa .CC.tC' or O& .C. %•+ S >s�ir :C. r.O .S, a•�.wlnci w.O %.a f..i • a .nSl... ..*I ()n SuCCESIE3 d �••• -'i .L.wnCS ICS wife f..E MC, El. .nO /o. COn f4.0 TON. C7 >■fic..f .v.OE-SC. 99d. . . .c aS .ESEQNCa ]Raronc NUU8( DADE - 1 606 1 1 MAXIMUM --=)-! A _ 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 CO L fl I D o o o o o o o o o o o o 0 0 o o o o / / / / • o 1 / I \ I I 1 \ I \ I \ I I 44 5" / i � DIM MAXI NOTES: OPERATING PANEL VIEWED FROM EXTERIOR OIM."W" OPERATING ?ANEL a A 1. INSTALLATION METHODS: THE HEAD JAMBS ARE SECURED WITH SEVEN #10 X 2 -1/2" SCREwS LOCATED 7 -1/2 30" & 40" FROM EACH JAMB & AT THE MIDSPAN OF HEAD. THE JAMBS ARE SECURED w1TH SIX ,q12 X 2 -3/ SCREWS SPACED 10" FROM HEAD & SILL & 36" FROM SILL. THE SILL IS SET IN SILICONE BACKBEDOING. THE DOOR FRAME NAILING FLANGE IS SECURED TO THE BUCK USING 1 - S /5:'' ROOFING NAILS SPACED 8" 0.C. 2. STRUCTURAL DESIGN PRESSURE RATINGS FOR ALL SIZES = +42 PSF / -55 PSF. 3. CLAZINC SPECIFICATIONS: THE PANELS UN TILIZE NOMINAL 3/4 HIGH FERFORMANCE INSULATING CLASS FABRICATED FROM TNo NOMINAL 5/3V TEMPERED SHEETS AND A DES:CCANT FILLED SPACER SYSTEM. GLAZING METHOD: CLASS IS SET FROM THE INTERIOR AGAINST THE SILICONE BACKBEDDINC AND THEN 'N000 GLAZING STOPS ARE USED ON THE INTERIOR, SECURED WITH 1 -/4" FINISHING NAILS SPACED 8" ON CENTER. I CUSS BITE = .563". 4. FRAME CONSTRUCTION: FRAnnE MrMBERS ARE COPED, BUTTED. GLUED AND THEN FASTENED USING FOUR • 1110 x 2 -1/2" LONG SCREWS PER HEAD JA■9 CORNER AND THREE #10 x 2 -1/2" LONG ,SCREWS PER S ;' JAMB CCRN=R. THE SILL INSERTS BELOW THE STATIONARY PANELS ARE EACH REINFORCED WITH FOUR 2" X 3" R12aED :ALUMINUM ANGLES POSITIONED 2 ". 2 43 AND 45•. FRC`J FRAME JAU3 AND is S :CURED TO Tr•E SILL WITH FOUR , j 10 X 1' SCREWS LOCATED 6 ". 13 ". 31". & 45 FROM EACH JAMS. 5 PANEL CONSTRUCTION: THE W000 PANELS CONTAIN BLIND MORTISE AND TENON. DOWEL AND CLUED CORNER CONSTRUCTION. THE STATIONARY PANELS ARE EACH SECUREO TO THE FRAME ' WITH' SIX }'3 X 1" SCREWS THROUCH THE SILL INSERT FLANGE INTO THE PANEL POSITIONED 5". 12-1/2". 30 -1/2 . 40". 43" & 46" FROM THE FRA!.IE JAMBS - A CENTER ASTRAGAL 'HAS ATTACHED TO THE ?ASSIVE PANEL WITH SCREWS AND A SuCONE HAD BETWEEN THE EXTERIOR OF THE PANEL AND THE ASTRAGAL. THE TOP RAIL OF EACH STATIONARY PANEL IS SECURED TO THE FRAME us,NC A :/8 THICK METAL ANGLE BRACKET WITH I -3/4" & 1 -5/3" LECS. THE BRACKi. WAS SECI;RED TO THE FRAME; USINC THREE 118 X 1" SCREWS & INTO EACH PANEL WITH TWO y8 X 1" SCREWS. A 80(T01.I RAIL FILLER WAS USED IN EACH OPERATING PANEL. THE OPERATING PANELS ARE HELO IN THE HEAD CUIOE TRACK USINC A 1/2 X 1/2" WOOD GLIDE STOP WHICH WAS SECUREO FU THE FRAME USINC 118 x 1 -1/2 SCREWS SPACED 8- I/4 O.C. A 6 METAL STOP IS INSTALLEO IN THE EXTERIOR OF THE HEAD GLIDE TRACK AT THE ASTRAACAL LOCATION, & SECURED TO TO THE HEAD WITH FOUR //3 X 1" SCREwS & ONE , #3 X 2 -1/2" INSTALLATION SCREW. THE O?=RATINC PANEL wAS HELD IN THE CUIOE TRACK USINC A 1 -1/V x 1/2" w000 GLIDE STOP I-1;CH WAS SECURED TO THE FRAME WITH 73 x :/2" LONC SCREWS SPACED 7 -1/2" CN M'.wI CADE CO A•' ROvED IMPACT RESISTANT s,UTTERS ARE REOUIRED FOR THE INSTALLATION OF 1n:S UNIT. CENTER. 8" O.C. TYP B SILICONE BACKBEDCINC TO BE Two PARALLEL 1/4" BEADS. MINIMUM LOAD RATINC IS 20 L8 /IN PER BEAD. MAX LOAD ON THIS UNIT IS 12.4 L8 /IN (42.i SO FT TRIBUTARY AREA X 55 PSF /163 ). BTu APPROVED A. COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DAT LA 6 _ Z00 0 BY PRODU CON •OL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO 9‘?". /Z oz • 03 (?„,a.c..) ak,t5(ov go, f005 UNIT, FY C 1 606 1 1 4 PANEL •»ae.E /art 2/7/G0 RICHARD BOYETFE FL Civil PE n42485 4031 CocoTUI Blvd Royal Palle Bch FL 334 II (561) 7q0 -5766 VDiCO / Fur Andersen Corporation Oayoor:. .minneiuta 55003 Nod , ..•C SC of+.....Cs ME »cre0C .S . SE u+ u.00wSC.. CON ✓0N.I.0 raw PAC eE.Enr or aS Cusro..E4s. r•w wESrons�m roa .CC.tC' or O& .C. %•+ S >s�ir :C. r.O .S, a•�.wlnci w.O %.a f..i • a .nSl... ..*I ()n SuCCESIE3 d �••• -'i .L.wnCS ICS wife f..E MC, El. .nO /o. COn f4.0 TON. C7 >■fic..f .v.OE-SC. 99d. . . .c aS .ESEQNCa ]Raronc NUU8( DADE - 1 606 1 1 - 41 WEATHERSTRIP. STAT SIDE 51014 VINYL .375 .365 40 SCREW 1112 X 2 -3 / 4 ' - - - - 39 NAIL. ROOFING 1 -5/8' - - - - 38 SCREW. #7 X'.625" 3621100 STEEL - - S SCREW. 1/5 X 1 .000" 3621110 STEEL - - 36 SCREW. #s X 1 .500" 3621250 STEEL . - - 35 FLANGE. HEAD 50061 VINYL - - 34 GUIDE. SCREEN 50101 VINYL 1.125 .988 P33 FLASHING. HEAD 50053 ALUMINUM 1.312 1.335 32 STOP. HEAD PARTING 51039 VINYL 1.030 .391 31 STOP, HEAD INSIDE 51047 VINYL .750 .718 51036 w000 .765 .719 30 RAIL. TOP STATIONARY 51021 W000 4.438 1.719 29 RAIL. TOP OPERATING 51021 WOOD 4.438 1.719 28 STOP, GLAZING RAILS 51126 W000 .500 .875 27 RAIL. BOTTOM RAIL STATIONARY 51020 W000 8.594 1.719 26 RAIL, BOTTOM RAIL OPERATING 51020 W000 8.594 1.719 25 ASSEMBLY. WHEEL 51052 STEEL - - 24 FILLER. BOTTOM RAIL OPERATING 51050 VINYL 1.855 .931 23 BLOCK, RETAINING 51013 ALUMINUM - - 22 FILLER, SILL 50263 VINYL 2.300 1.774 21 SILL. INSIDE PIECE 50095 ALUMINUM 1.937 1.164 _ 20 SILL. OUTS10. PIECE 50154 ALUMINUM .448 3.297 19 BREAK, THERMAL SILL 50354 VINYL 1.888 1.938 18 SCREW, 1110 X. 2.500" 3620470 STEEL - - 17 NAIL. FINISH 40 - STEEL - - 16 NAIL, FINISH . - STEEL - - 15 PLATE. STRIKE 2573562 STEEL - - 14 INTERLOCK. OPERATING 51019 VINYL .738 1.925 13 INTERLOCK. STATIONARY 51148 VINYL .738 1.1 12 LOCK. REACH OUT 2573588 STEEL - - 11 ASTRAGAL, FAB: 4 -PNL 51130 FIBERGLASS 2.420 1.250 10 JAMB. STATIONARY SIDE 50017 WOOD 5.875 1.375 9 TRIM. JAVA 51151 WOOD 3.141 .344 8 HANOLr 2573514 -5 BRASS - - 7 SEALANT, SILICONE - DC 791 - _ 6 SPACER, CLASS 20065 FLEXIBLE .781 2.000 5 CLASS, HP 00054 - - - 4 STILE. SIDE 51022 W000 4.438 1.719 3 STILE, TRIM 51152 W000 2.000 .367 2 STOP. GLAZING SIDE 51125 W000 .500 .8 75 1 FLANGE. SIDE 50347 VINYL 1.644 .430 ITEM A DESCRIPTION DRAWING MATERIAL HEIGHT WIDTH DRAWING REFERENCE LIST f FwC -16061 1 40.250 39.125 189.000 UNIT DES. GLASS DIMENSION DAYLIGHT OPENING UNIT __ DIMENSION WIDTH _ MINIMUM NAIL EMBEDMENT 1 - 1// MINIMUM EMBEDMENT 1 1/2" /J12 (3) PL. MAX 1/4" SHIM SPACE (2) PL. - TYPICAL INSTALLATION 2 X 6 W000 FRAME DAYLIGHT -- OPENING I"- (4) PL. CLASS DIMENSION (4) PL. SECTION B - OPERATING PANEL APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DAT. - 00 BY PRODUC CONTROL DIViS:ON BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE HO. 99-'1 2 " 0 3 :L_ Ande - s n Corporation 3c,:2r ;, Minnesuto 55003 r -ts[ Oa�.�wCS ut +C�:i +5 w sCa•ecC o• .,.JCRSE+ CW + ..O..n :•C+ '0N n•: c '. .r O ,rS C'JSrOu:.S : � +ES✓0.. s. tl.yM1 .o. �C Jr 0 `. :.C•�Ows, 0.. ..� :c+ rnC Kluw� ...sl4.w l�Cn SuCCiSi) i• r..iSY' )+w •aCi �.is ..r•• r -C �.+Cti 4C: U.C.•.CER w..0 /04 CO.. rRwCr0' CO.i■R•Cnr CO+ ✓O.iwrq.. .vie, wt w.c.•rz +izi+�CU 2 ti UNIT, •NO 160611 4 PAlNl I_ ) MINIMUM NAIL E 1 -'1/2" RICHARD BOYETTE FL Civil PE 11424135 4031 Coconut I31vd Royal Palm Bch FL 334 11 (561) 790 -5766 Voice / Fax all5( JIU ?4UU1ld U A J= 1 J I . FWC— 160611 67.125 66.000 82.375 UNIT OES. GLASS DIMENSION DAYLIGHT OPENING UNIT DIMENSION HEIGHT • •5 18 35 11 8 9 19 19 '5 19 19 SI 74 64 97 38 25 44 50 75 1a 00 1 9 57 15 50 411 Fax UNIT DIMENSION GLASS DIMENSION (2) PL. DAYLIGHT DIMENSION (2) PL. MINIMUM NAIL EMBEDMENT 1 -1/2 v nits. UNIT, FWO 160611 4 PANEL r.ESE ORAw...CS AR( R+WOCO AS A SC it A•OCRSER CORPO.+.•I.O. cc. n. a€.Cr.f OF IIS CUSIC..E45. RCSaOwyO.ur• rON KCUNAC'. OF OES.; .. • sacc.r.G.n0..5. 0...0 A.O FOR I•.E •CIU.W ...SI t.. fU SuCCCS ;CO dr . ORA...CS UES .nd.. f..E .01C..•MOT. E..G..CCN ....0 /OM CO.. MAC COPr..C..f ..CE SSE Ivgs. At1 ...C4.5 RESERVED .P /OA 2/7/00 Cr 3 RICHARD BOYETTE FL Civil PE 11 4031 Coconut Blvd I>u! n Bch FL 3341 (56' Ar •5766 Voice / Fa Andersen Corporation Boyoor : M:nnesot0 55003 al( °R....< NUU8L11 DAD — 150 >, ' MIAMI Sre:RES Vil LAGF riPP;;;ETT BY M rir r OFFIC:AL SUP,JECT TO COMPLJANCE WH 1L FEDEF STATE AND COUNTY NUf WAq sros VLLAS ASSUMES FOR ACCURACY Of OR t....1, ;:;'.0M PL1M. MTH PIE SOUTH FLOR:DA OUiLDING CODE AS ADOPTED BY (.;:to • vp A.f• ThE . , 3. (HITPT Ptill ° EP & r sliR • ARE CHARGED WITH THE XNOWLE5GE pa BuILEAG 1 ■i WHETHER OR NOT SPECIFICALLY :NDICATED HPREiti. (VERTICAL OR HORIZONTAL) 1 A S i.r 1 I I 11�L "� ICI c C n J O .325" '0 .085 .090" (TYP) "P' TRACK 08 /05 /99 12:27 SCALE : HALF SIZE WINGNUT O SCALE : HALF SIZE 1/4" MAX. W J F = - w L7 Z u W VI J J J W W ZZ Qa O. E x Q O N W N LL 1 EXISTING CONCRETE. HOLLOW BLOCK OR WOOD FRAMING 5.00" { # 5.00" I • 1.50" PRODUCT MARKING LOCATION 1.50" # 12.50" COVERAGE 14.50" STORM PANEL SCALE : 3" = 1' -0" 11.0 0" WIDTH UNLIMITED (PERP. TO PANEL SPAN) SECTION w OUSE 1 ^x 1"x 16 GA STEEL TUBE WHERE APPLICABLE SEE NOTE 8 & TYPICAL ELEVATIONS (TYP.) EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING 3.500" •PRODUCT MARKING (OPTIONAL. LOCATION) .-- 16 GAGE GALV. STEEL ' GRADE 50 1.00 " c .46 -1/4' )TYP) C T OPTIONAL LEG DIRECTION 10 STANDARD CHANNEL SCALE : HALF SIZE 1 TOP MOUNT 7--- 2 3O PLAN VIEW OVERLAP FASTENERS (SEE PLAN VIEW S. NOTE 8) BOTTOM MOUNT 00 OR DIRECT TYPICAL ELEVATION (SYSTEM 1) MOUNT OVERLAP FASTENERS OR REINFORCING TUBE REQUIRED. TOP MOUNTS SHALL BE "h" OR "U" HEADERS. BOTTOM MOUNTS SHALL BE "F" TRACK OR STUDDED ANGLES WITH STUDS (al 6 -1/4" O.C. OR DIRECT MOUNTS WITH ANCHORS (al 6 -1/4" O.C. 11 1" x 1" TUBE. MAY BE USED WHERE REDUCED SEPARATION FROM GLASS IS REQUIRED. SEE SEPARATION FROM GLASS SCHEDULE, SHEET 3, AND PLAN VIEW & NOTE 8 SHEET 1 N �- r 75 OVERLAP FASTENERS TYP. (SEE NOTE # 8) 0 16 GAGE GALV. STEEL ANGLE CLOSURE PIECE: 1" x 2" MIN. TO 2" x 5^ MAX. FASTENER (8)12" O.C. FOR DESIGN LOADS LESS THAN OR EQUAL TO 100 PSF AND 8" 0.C. FOR DESIGN LOADS GREATER THAN 100 PSF. (SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR) 1.813" 2.000" O "h" HEADER SCALE : 3" = 1' -0" 5.00" r 16 GAGE GALV. STEEL GRADE 50 OPTIONAL LEG DIRECTION SOFFIT CHANNEL SCALE : HALF SIZE 1.00" F 14 GAGE GALV. STEEL 5.00" MAX. 1 CLOSURE SCALE : 3" = 1' -0" 1/4" MAX. 1/6 -20 x 3 -1/2 BOLT WITH WASHERED WINGNUTS (al 12 -1/2" O.C. (TYP) 1/4" MAX. EXISTING CONCRETE. HOLLOW BLOCK OR W000 FRAMING 11/32 "c GALV. STEEL GRADE SO OR ALUM. t = MIN. .085" KEYHOLE WASHER SCALE : HALF SIZE 6 -1/4' (TYP WIDTH UNLIMITED (PERP. TO PANEL SPAN) SECTION PLAN VIEW SCALE: 1 -1/2" = 14 0 USE 1"x 1"x16GASTEEL TUBE WHERE APPLICABLE SEE NOTE 8 & TYPICAL ELEVATIONS )TYP.) STEEL TUBE SCALE : 3" = 1' -0" TOP MOUNT 00 OR DIRECT MOUNT 1" x 1" TUBE, MAY BE USED WHERE REDUCED SEPARATION FROM GLASS I5 REQUIRED. SEE SEPARATION FROM GLASS SCHEDULE. SHEET 3, AND PLAN VIEW & NOTE 8 SHEET 1 O VERLAP FASTENERS (SEE PLAN VIEW & NOTE 81 BOTTOM MOUNT (D© OR DIRECT MOUNT TYPICAL ELEVATION (SYSTEM 2) OVERLAP FASTENERS OR REINFORCING TUBE REQUIRED. TOP & BOTTOM MOUNTS SHALL BE "F" TRACK OR STUDDED ANGLES WITH STUDS (d 6 -1/4" O.C. OR DIRECT MOUNTS WITH ANCHORS @ 6 -1/4" 0.C. ‘J O - 1 -3/4" OVERLAP MIN CI 14 GAGE GALV. STEEL ANGLE CLOSURE PIECE .125" 6063-T6 ALUMINUM 5" MAX. 5a ANGLE 111 S CALE : 3" = 1' -0" 16 GAGE GALV. STEEL I 2 ". 3 ". 4" OR 5" FLORIDA STORM PANELS. INC. OPA LOCKA. FL DADE COUNTY PRODUCT CONTROL APPROVED 2" MIN. EXISTING CONCRETE. HOLLOW BLOCK OR W000 FRAMING FASTENER (8 12" O.C. FOR DESIGN LOADS LESS THAN OR EQUAL TO 100 PSF AND 8" 0.C. FOR DESIGN LOADS GREATER THAN 100 PSF. (SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR) 0 I, . 093 " TYP. 1 1.50 O 6 ANGLE SCALE : 3" = 1' -0" fr TYP. 1/4" S.S. STUD CI 6 -1/4" O.C. 1.50" ANGLE STUDDED ANGLE SCALE : 3" = 1' -0" 0 SCALE : 3" = 1' -0" GENERAL NOTES: 1. THIS SHUTTER SYSTEM IS DESIGNED IN ACCORDANCE WITH THE SOUTH FLORIDA BUILDING CODE 1994 EDITION FOR MIAMI-DADE COUNTY. 2. POSITIVE AND NEGATIVE DESIGN PRESSURE CALCULATIONS SHALL BE PERFORMED FOR SPECIFIC JOBS IN ACCORDANCE WITH ASCE 7 -98 "MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES." TABLES SHALL BE REFERENCED AT APPROPRIATE DESIGN LOADS. 16 GA. 3. STORM PANELS SHALL BE 3003 -H14 ALUMINUM ALLOY, 0.060" THICK, WITH A MIN. Fy. (BEFORE ROLLING) OF 21 KSI. ALUMINUM EXTRUSIONS SHALL BE 6063 -T6. U.O.N. 4. PRODUCT MARKINGS SHALL BE WITHIN 12" OF ONE END OF THE PANEL WITH A MIN OF ONE MARKING PER PANEL AND SHALL BE LABELED AS FOLLOWS: 5. ALL BOLTS ANO WASHERS SHALL BE GALVANIZED OR STAINLESS STEEL WITH A MINIMUM TENSILE STRENGTH OF 60 KSI. 6. MATERIAL SPECIFICATIONS NOTED HEREIN ARE THE MANUFACTURER'S REPRESENTATION OF MATERIALS TO BE USED IN PRODUCT TESTING. 7. TOP & BOTTOM DETAILS SHOWN MAY BE INTERCHANGED AS FIELD CONDITIONS DICTATE. PANELS MAY BE MOUNTED HORIZONTALLY WHERE APPLICABLE. 8. PANELS UTILIZING A STEEL TUBE SHALL BE FASTENED AT OVERLAPS (12 -1/2" 0.C.). AT MIDSPAN TO A 1" x 1" x 16 GAGE STEEL TUBE USING 1/4 -20 x 3 -1/2" BOLTS W/ DIE CAST ALUMINUM WASHERED WINGNUTS OR JACKNUTS. (SEE TYPICAL ELEVATION ©OR ®). PANELS NOT UTILIZING STEEL TUBE SHALL BE FASTENED AT OVERLAPS (12 -1/2" 0.C.), AT MIDSPAN W/ 1/4 -20 x 1" MACHINE BOLTS WITH DIE CAST ALUMINUM WASHERED WINGNUTS OR JACKNUTS (SEE TYPICAL ELEVATIONS© OR @). FOR PANEL SPANS LESS THAN 33" OVERLAP FASTENERS & TUBE ARE NOT REQUIRED. 9. THE DETAILS ANO SPECIFICATIONS SHOWN HEREIN REPRESENT THE PRODUCTS TESTED FOR IMPACT. CYCLIC AND UNIFORM STATIC AIR PRESSURE IN CONFORMANCE WITH DADE COUNTY PROTOCOLS PA 201,202, ANO 203. DESIGN BASED ON CONSTRUCTION TESTING CORPORATION (CTC) TEST REPORTS No. 95 -036 AND No. 96 -009. 10. A WARNING NOTE SHALL BE PERMANENTLY PLACED ON EITHER THE SILL OF THE SHUTTERS OR ON EACH PANEL ADVISING THE HOME OWNER OR TENANT THAT THE "STORM PANELS WILL NOT OFFER HURRICANE PROTECTION UNLESS ALL REINFORCING BOLTS AND /OR BARS ARE PROPERLY INSTALLED, WHEN REQUIRED ". APPROVED AS COMPLYING WITH THE SOUTH LORIDA 8' ILDIfiG CODE MT BY PRODUCT CO..,F01 DiVeS ON BUILDING CODE COMPLANCE OFFICE ACCEPTANCE NO ct t -01 of NAPP -//. U Zz - 1 - 0 tr- W . I— O a U 0 d- ce a w w Z =.W U — z WJ N a7 LLI Z'U , E 2R I w R � J design by.l VJK 1 V.J. KN PP.OFEE SI0 ' GIN e No 0983 'drawn by l MCJ [checked byj VJKJ drawing no. 99 -230 sheet 1 of 4 COPYRIGHT 0 1909 KNEZEVICH & ASSOCIATES. INC. SEE MIN. SEPARATIO FROM GLASS SCHEDULE (TABLE 2 GLASS OR DOOR GLASS OR DOOR O 08/05/99 12:37 EXISTING CONCRETE HOLLOW BLOCK OR W000 FRAMING FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION •TYPE2• FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION 'TYPE 1' EXISTING CONCRETE HOLLOW BLOCK OR WOOD FRAMING ANGLE TO WALL DETAIL SEE MIN. SEPARATION FROM GLASS SCHEDULE (TABLE 2) 1" x 4" x .125" OR 2 "x4 "x.125"AL. TUBE OR 2" x 6" P.T. WOOD W/ 1/4"0 LAG SCREWS (a) 12" O.C. W/ 1 -1/2" EMBEDMENT FOR CONNECTION WITH STUD ANGLE SCALE : 3" = 1' -0" WA LL MOUNT SECTION O SCALE : 3" = 1' -0" Ilion 4 oi mpir MBEDmAIE ■ v fV 1— z I1 J -J W 2: 4 a X 4 F CONT. 1114 S.M.S. @ 10" O.C. 2 - 1/4 x 4 -1/2" S.S. LAG SCREW (a) 24" O.C. MAX. W/ 1 -3/4" PENETRATION IN CENTER OF STUDS . THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANELS. NOTE: USE OF THIS DETAIL IS LIMITED TO ± 72 PSF. WALL MOUNT SECTION (BOTTOM) PANEL TO ANGLE DETAIL 1/4" MAX. 1/4 -20 MACHINE BOLT & WINGNUT (d 6 -1/4" O.C. 1/4 -20 MACHINE BOLT & WINGNUT (aT 6 -1/4" O.C. EXISTING WOOD. CONC. OR HOLLOW BLOCK STRUCTURE (TYP.) SEE MIN. SEPARATION FROM GLASS SCHEDULE (TABLE 2) GLASS OR DOOR ©CONT. GLASS OR DOOR SEE MIN. SEPARATION FROM GLASS SCHEDULE (TABLE 2) FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION • TYPE3' E IL !, I I� " DGE DIST. i r:Rom. EXISTING CONCRETE HOLLOW BLOCK OR WOOD FRAMING 1/4 -20 MACHINE BOLT 8 WINGNUT (0 6 -1/4" O.C. SCALE : 3" = 1' - 0" FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION 'TYPE 3' EXISTING CONCRETE HOLLOW BLOCK OR WOOD FRAMING B O CEILING /INSIDE MOUNT SECTION SCALE 3" = 1' -0" 1/4"0 ELCO MALE WITH WASHERED WINGNUT (a) 6 -1/ 4" 0.C. MAX.. BUT DO NOT EXCEED SCHEDULE SPACING. SEE ANCHOR SCHEDULE REFERENCE CONNECTION • TYPE 1 • . O WALL MOUNT SECTION E (DIRECT MOUNT) 1/4" MAX. REMOVABLE FASTENER (ea 6 -1/4" O.C. MAX., BUT 00 NOT EXCEED SCHEDULE SPACING. SEE ANCHOR SCHEDULE REFERENCE CONNECTION •TYPE 1 • . USE 1/4 -2C STAINLESS STEEL TRUSS HEAD BOLTS WITH KEYHOLE WASHER. ENGAGE BOLT HEAD IN NARROW PORTION OF KEYHOLE WASHER EXISTING CONCRETE HOLLOW BLOCK OR W000 FRAMING GLASS OR DOOR EXISTING CONCRETE HOLLOW BLOCK OR WOOD FRAMING FROM GLASS SCHEDULE (TABLE 2) w EMBED. FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION 'TYPE 1• 1/2" SEE MIN. SEPARATION FROM GLASS SCHEDULE (TABLE 2) ® SOFFIT MOUNT DETAIL SCALE : 3" = 1' -0" FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION •TYPE 1 • OPTIONAL LEG DIRECTION NOTE : USE OF THIS DETAIL IS UMITED TO ±-72 PSF. 1/4 -20 MACHINE BOLT & WINGNUT Q) 12" O.C. TYP. TOP & BOTTOM 02 OR Q3 -Zv 2" • LOCATE "h" HEADER LEG FLUSH WITH CHANNEL BOTTOM FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION • TYPE 1 • 0" 1/4" MAX. 1/4 -20 MACHINE BOLT O WINGNUT I 6 -1/4" O.C. NOTE :USE OF THIS DETAIL IS LIMITED TO ±72 PSF © BUILD -OUT MOUNT SECTION SCALE : 3" = THREE 1/4 "0 WOOD SCREWS W/ 2" MIN. EMBEDMENT OR THREE WOOD BUSHINGS W/ 1" MIN. EMBEDMENT (TYP. AT EACH JOIST. TRUSS OR RAFTER CO 24 0.C. MAX.) 2 x W000 JOIST. TRUSS OR RAFTER 1112 SMS BETWEEN TRUSSES (6 10" 0.C. MAX. 1/4" MAX APPROVED AS COMPLYING 1 • ITH SOUTH DRIDA B ILDING CODE DAT BY PRODUCT CONT "L DIV`S ON BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO. - 0 • n) THE zz 717) 2 cc W 0z=; 0 (D � NLLLZ 3Y • Q J o OWZUo E z u1 Orn LCI 0‹ EL T elco LL 0 M .s • • • (design by t VJK [checked b VJK drawing no. 99 -230 sheet Z of 4 08/05/99 1 2: 32 EXISTING CONCRETE HOLLOW BLOCK OR WOOD FRAMING EXISTING CONCRETE HOLLOW BLOCK OR WOOD FRAMING WIRE LATH MAY BE USED AS TYPICAL REINFORCEMENT OVER LEG OF - F - TRACK BUILD -OUT MOUNT SECTION SCALE : 3" = 1' - 0" ALUM. OR GALV. STEEL SPACERS AS REDID FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION 'TYPE 1. EXISTING W000. CONC. OR HOLLOW BLOCK STRUCTURE FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION 'TYPE 1' 1/4 -20 MACHINE BOLT & NUT (al 12" O.C. Sa CONT. (TYP. TOP & BOTTOM) EQUAL 1/4" MAX. lit • z• i inmu\G1; - _ I 8 0 EMBED )TYP) SEE MIN. EPARATION FROM 41111111M3' I®, GLASS SCHEDULE (TABLE 2) SCALE : 3» = 1' - 0" 1/4 -20 MACHINE BOLT & WINGNUT (ta 6 -1/4" O.C. 1/4 -20 MACHINE BOLT b WINGNUT 6 -1/4" 0.C. ALUM. OR GALV. STEEL SPACERS AS REQ•D EXISTING CONCRETE HOLLOW BLOCK OR WOOD FRAMING FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION' TYPE 1 • SEE MIN. SEPARATION FROM GLASS SCHEDULE (TABLE 2) EXISTING CONCRETE FASTENER. SEE ANCHOR HOLLOW BLOCK OR SCHEDULE. REFERENCE WOOD FRAMING CONNECTION 'TYPE 1' 0 FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION ' TYPE 1 ' O ALT. "F" TRACK CONNECTION J TO NEW STRUCTURE DETAIL O "F" TRACK CONNECTION TO H EXISTING STRUCTURE DETAIL w 0 0 W SEE MIN. SEPARATION F'•OM GLASS SCHEDULE (TABLE 2) SCALE : 3" = FASTENER, SEE ANCHOR SCHEDULE. REFERENCE CONNECTION • TYPE 1 SCALE : 3" = 1' - 0" 1/4 -20 MACHINE BOLT b WINGNUT (0 6 -1/4" 0.C. 1/4 -20 MACHINE BOLT b. WINGNUT 6 -1/4 O.C. 0 X IN 5 /8" STUCCO i FINISH (LEG MAY BE REVERSED) WIRE LATH MAY BE USED AS TYPICAL REINFORCEMENT OVER LEG OF "F" TRACK 0 "F" TRACK CONNECTION TO NEW STRUCTURE DETAIL 1/4' 4 0. 0 E 8 "x3 "x1/4" x 1' -1 -1 ,o ALUMN:JM ANGLE 1/4 -20 STUD W/ NUT 1/4 "0 POWERS CALK -IN i _ _ W/ 7/8" MIN. EMBED. 3/4" _( `aeas IN CONC. @ 3" O.C. OR 1/4"0 POWERS STEEL DROP -IN W/ 1" MIN. ' EMBED. IN CONCRETE @ 3" O.C. 1 -1/2" INTERIOR FASTENING ANGLE ASSEMBLY (SECTION A) SCALE N.T.S. PTIONAL HANDLE LOCATION 5.. 8"x3 "x 1/4" x 1' - 1 -1/2" ALUMNUM ANGLE EQ. PUNCH HOLES IN ADJACENT PANELS TO RECEIVE THIS 1/4 -20 BOLT. PLACE PANEL OVER EACH ADJACENT PANEL 1/4 -20 STUD A AND FASTEN WINGNUTS FROM THE INSIDE. (MAY BE 1 OR 2 PANELS WIDE) NOTE : USE OF THIS DETAIL IS UMITED TO ±72 PSF AND A MAX.. PANEL LENGTH OF 11' -0•. OK STORM PANEL INTERIOR FASTENING (ISOMETRIC) SCALE 1 -1/2" = 1' -0" 13 - 1/2" INTERIOR FASTENING ANGLE ASSEMBLY EQ. 2 x 2" x .125" MIN. CONT. 3105 -H14 OR 6063 -T6 ALUMINUM ALLOY OR 18 GAGE GALV. STEEL ANGLE ANGLE MAY VARY 0 1-1/2 - x 1-1/2 AL. STUD ANGLE 1/4 -20 S.S. BOLTS b WINGNUTS @ MIDPOINT OF PANEL SPAN OR Sr 0.C. MAX. (TYPI ALT. CORNER DETAIL SCALE : 3" = 1' -0" APPROVED AS COMPLYING WITH TN SOUTH FLORID BUI DING CODE DAT Lk. a: h �,f PRODUCT C R0L DIVISION O BU:.DiNG CODE COMPLIANCE 0; r. CE ACCEPTANCE NO. ¶Co - 1-Ib-01 U Zz _ (" 1"2 W I- � < U¢ cn y co. QW z c4 2 — z — z >;- LU -J N � w z Z ° U ZZZ Q2 0 � 0 O oN N 1A 3 0 5 cc a a 0 00 iiimmmommob V.J. KNEZ H PROFESSIO d- GINEER FL Lic PE AS NOTED (design by VJK e No: 0983 5 1999 07/19/99 drawn by MC {checked by� VJKI drawing no. 99 -230 sheet 3 of 4 SEE STORm PANEL SCHEDULE SEE STORM PANEL SCHEDULE SEE STORM PANEL SCHEDULE EDGE DIST. MAx. PANEL LENGTH COUNTY COMMENTS MIN. SEPARATION FR.OM GLASS SCHEDULE POSITIVE DESIGN LOAD(W) (PSF) ACTUAL SHUTTER SPAN (L) (FT - IN) MINIMUM SEPARATION FOR INSTALLATIONS 30' OR LESS ABOVE GADE (INCHES) MINIMUM SEPARATION FOR INSTALLATIONS GREATER THAN 30' GRADE AB (INCHES) SYSTEMS 1 & 2 MIDSPAN TUBE MIDSPAN • BOLTS ALL CONDITIONS 40.0 3' -0" 2 -1/4 3 1 -1/4 4' -0" 2 -1/4 3 1 -1/4 5' -0" 2 -1/4 3 1 -3/8 2 -1/4 3 1 -1/2 7' -0" 2 -1/4 3 1 -5/8 8' -5" 2 -1/4 3 2 -1/8 50.0 3' -0" ; 2 -1/4 3 1 -1/4 4' -0" 2 -1/4 3 1 -1/4 5' -0" 2 -1/4 3 1 -3/8 6' -0" 2 -1/4 3 1 -1/2 7' -0" 2 -1/4 3 1 -3/4 8' -5" 2 -3/8 3 2 -3/8 60.0 3' -0" 2 -1/4 3 1 -1/4 4' -0" 2 -1/4 3 1 -1/4 5' -0" 2 -1/4 3 1 -3/8 6' -0" 2 -1/4 3 1 -5/8 7' -0" 2 -1/4 3 1 -7/8 8' -4" 2 -5/8 3 2 -5/8 70.0 3' -0" 2 -1/4 3 . 1 -5/8 4' -0" 2 -1/4 3 1 -1/4 5' -0" 2 -1/4 3 1 -3/8 6' -0" 2 -1/4 3 1 -5/8 7' -0" 2 -1/4 3 2 7' -9" 2 -1/2 3 2 -1/2 08/05/99 1 2: 32 EXISTING CONCRETE HOLLOW BLOCK OR WOOD FRAMING EXISTING CONCRETE HOLLOW BLOCK OR WOOD FRAMING WIRE LATH MAY BE USED AS TYPICAL REINFORCEMENT OVER LEG OF - F - TRACK BUILD -OUT MOUNT SECTION SCALE : 3" = 1' - 0" ALUM. OR GALV. STEEL SPACERS AS REDID FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION 'TYPE 1. EXISTING W000. CONC. OR HOLLOW BLOCK STRUCTURE FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION 'TYPE 1' 1/4 -20 MACHINE BOLT & NUT (al 12" O.C. Sa CONT. (TYP. TOP & BOTTOM) EQUAL 1/4" MAX. lit • z• i inmu\G1; - _ I 8 0 EMBED )TYP) SEE MIN. EPARATION FROM 41111111M3' I®, GLASS SCHEDULE (TABLE 2) SCALE : 3» = 1' - 0" 1/4 -20 MACHINE BOLT & WINGNUT (ta 6 -1/4" O.C. 1/4 -20 MACHINE BOLT b WINGNUT 6 -1/4" 0.C. ALUM. OR GALV. STEEL SPACERS AS REQ•D EXISTING CONCRETE HOLLOW BLOCK OR WOOD FRAMING FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION' TYPE 1 • SEE MIN. SEPARATION FROM GLASS SCHEDULE (TABLE 2) EXISTING CONCRETE FASTENER. SEE ANCHOR HOLLOW BLOCK OR SCHEDULE. REFERENCE WOOD FRAMING CONNECTION 'TYPE 1' 0 FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION ' TYPE 1 ' O ALT. "F" TRACK CONNECTION J TO NEW STRUCTURE DETAIL O "F" TRACK CONNECTION TO H EXISTING STRUCTURE DETAIL w 0 0 W SEE MIN. SEPARATION F'•OM GLASS SCHEDULE (TABLE 2) SCALE : 3" = FASTENER, SEE ANCHOR SCHEDULE. REFERENCE CONNECTION • TYPE 1 SCALE : 3" = 1' - 0" 1/4 -20 MACHINE BOLT b WINGNUT (0 6 -1/4" 0.C. 1/4 -20 MACHINE BOLT b. WINGNUT 6 -1/4 O.C. 0 X IN 5 /8" STUCCO i FINISH (LEG MAY BE REVERSED) WIRE LATH MAY BE USED AS TYPICAL REINFORCEMENT OVER LEG OF "F" TRACK 0 "F" TRACK CONNECTION TO NEW STRUCTURE DETAIL 1/4' 4 0. 0 E 8 "x3 "x1/4" x 1' -1 -1 ,o ALUMN:JM ANGLE 1/4 -20 STUD W/ NUT 1/4 "0 POWERS CALK -IN i _ _ W/ 7/8" MIN. EMBED. 3/4" _( `aeas IN CONC. @ 3" O.C. OR 1/4"0 POWERS STEEL DROP -IN W/ 1" MIN. ' EMBED. IN CONCRETE @ 3" O.C. 1 -1/2" INTERIOR FASTENING ANGLE ASSEMBLY (SECTION A) SCALE N.T.S. PTIONAL HANDLE LOCATION 5.. 8"x3 "x 1/4" x 1' - 1 -1/2" ALUMNUM ANGLE EQ. PUNCH HOLES IN ADJACENT PANELS TO RECEIVE THIS 1/4 -20 BOLT. PLACE PANEL OVER EACH ADJACENT PANEL 1/4 -20 STUD A AND FASTEN WINGNUTS FROM THE INSIDE. (MAY BE 1 OR 2 PANELS WIDE) NOTE : USE OF THIS DETAIL IS UMITED TO ±72 PSF AND A MAX.. PANEL LENGTH OF 11' -0•. OK STORM PANEL INTERIOR FASTENING (ISOMETRIC) SCALE 1 -1/2" = 1' -0" 13 - 1/2" INTERIOR FASTENING ANGLE ASSEMBLY EQ. 2 x 2" x .125" MIN. CONT. 3105 -H14 OR 6063 -T6 ALUMINUM ALLOY OR 18 GAGE GALV. STEEL ANGLE ANGLE MAY VARY 0 1-1/2 - x 1-1/2 AL. STUD ANGLE 1/4 -20 S.S. BOLTS b WINGNUTS @ MIDPOINT OF PANEL SPAN OR Sr 0.C. MAX. (TYPI ALT. CORNER DETAIL SCALE : 3" = 1' -0" APPROVED AS COMPLYING WITH TN SOUTH FLORID BUI DING CODE DAT Lk. a: h �,f PRODUCT C R0L DIVISION O BU:.DiNG CODE COMPLIANCE 0; r. CE ACCEPTANCE NO. ¶Co - 1-Ib-01 U Zz _ (" 1"2 W I- � < U¢ cn y co. QW z c4 2 — z — z >;- LU -J N � w z Z ° U ZZZ Q2 0 � 0 O oN N 1A 3 0 5 cc a a 0 00 iiimmmommob V.J. KNEZ H PROFESSIO d- GINEER FL Lic PE AS NOTED (design by VJK e No: 0983 5 1999 07/19/99 drawn by MC {checked by� VJKI drawing no. 99 -230 sheet 3 of 4 SEE STORm PANEL SCHEDULE SEE STORM PANEL SCHEDULE SEE STORM PANEL SCHEDULE EDGE DIST. MAx. PANEL LENGTH COUNTY COMMENTS FASTENER MAXIMUM SPACING ANCHOR SCHEDULE DESIGN LOADS AND SPANS (INCHES) REQUIRED FOR VARIOUS sheet 4 of 4 ANCHOR TYPE LOAD (w) P SF MAX. (SEE NOTE 1) MIN. 2" EDGE DISTANCE MIN. 3" EDGE DISTANCE LOAD (W) P SF MAX. SPANS UP TO 3' -7" (SEE NOTE 1) SPANS UP TO 5' -3" (SEE NOTE 1) SPANS UP TO 8' -5" (SEE NOTE 1) SPANS UP TO 3' -7" (SEE NOTE 1) SPANS UP TO S' -3" (SEE NOTE 1) SPANS UP TO 8' -5" (SEE NOTE 1) (SEE NOTE 1) CONNECTION TYPE 1 2 3 CONNECTION TYPE .. 1 2 3 CONNECTION TYPE 1 2 3 CONNECTION TYPE 1 2 3 CONNECTION TYPE 1 2 3 CONNECTION TYPE 1 2 3 11 11 11 48 12.5 12.5 12.5 12.5 12.5 12.5 12.5 10 9 12.5 12.5 12.5 12.5 12.5 12.5 12.5 12.5 12.5 11 62 12.5 12.5 12.5 12.5 12.5 11 12.5 6 7 12.5 12.5 12.5 12.5 12.5 12.5 12.5 7 11 1 i11111111111111111111111111111n-- 1/4 "0 ITW TAPCON 1 -1/2" MIN. EMBEDMENT W/ 72 12.5 12.5 12.5 12.5 11 9 12.5 4 6 12.5 12.5 12.5 12.5 12.5 12.5 12.5 5 9 72 92 12.5 12.5 11 12.5 6 7 12.5 4 5 12.5 12.5 12.5 12.5 8 12 12.5 5 9 6.257 230 12.5 4 5 12.5 4 5 12.5 4 5 12.5 5 9 12.5 5 9 12.5 5 9 mumil m omw "k 1 iii∎m uuuu> 1/6 "0 ELCO MALE/ FEMALE "PANELMATE" 1 -3/4 MIN. EMBEDMENT WITH 1/4 -20 MACHINE SCREW OR WINGNUT 48 12.5 12.5 12.5 12.5 12.5 11 12.5 6 7 12.5 12.5 12.5 12.5 12.5 12.5 12.5 6 8 W/ 62 12.5 12.5 12.5 12.5 12 9 12 3 5 12.5 12.5 12.5 12.5 12 10 12 4 6 72 12.5 12.5 11 12.5 7 7 10 3 4 12.5 12.5 12.5 12.5 8 9 10 3 5 92 12.5 11 9 12.5 4 6 10 j 4 12.5 11 10 12.5 4 7 10 3 5 230 10 � , 4 10 � / 4 10 , � 4 10 3 5 10 3 5 10 3 5 1111/ 1/4 "0 POWERS W/ 7/8" & 1/4 - 20 STEEL MACHINE -IN SCREW 48 12.5 12.5 12.5 12.5 12.5 12.5 12.5 12.5 10 12.5 12.5 12.5 12.5 12.5 12.5 12.5 12.5 12.5 I CALK EMBEDMENT STAINLESS 62 12.5 12.5 12.5 12.5 12.5 12.5 12.5 8 8 12.5 12.5 12.5 12.5 12.5 12.5 12.5 10 12.5 72 12.5 12.5 12.5 12.5 12.5 11 12.5 6 7 12.5 12.5 12.5 12.5 12.5 12.5 12.5 8 11 92 12.5 12.5 12.5 12.5 9 9 12.5 6 7 12.5 12.5 12.5 12.5 11 12.5 12.5 7 11 230 12.5 6 7 12.5 6 7 12.5 6 7 12.5 7 11 12.5 7 11 12.5 7 11 48 6.25 6.25 6.25 6.25 6.25 6.25 6.25 6 6.25 6.25 6.25 6.25 6.25 6.25 6.25 6.25 6.25 6.25 0 ( 1 62 6.25 6.25 6.25 6.25 6.25 6.25 6.25 4 6 6.25 6.25 6.25 6.25 6.25 6.25 6.25 4 6.25 ---) 1/4 "0 POWERS ZAMAC NAIL -IN W/ 1 -1/8" MIN. EMBEDMENT 72 6.25 6.25 6.25 6.25 6.25 6.25 6.25 3 5 6.25 6.25 6.25 6.25 6.25 6.25 6.25 3 6.25 92 6.25 6.25 6.25 6.25 4 6 6.25 3 5 6.25 6.25 6.25 6.25 5 6.25 6.25 3 6.25 230 6.25 3 5 6.25 3 5 6.25 3 5 6.25 3 6.25 6.25 3 6.25 6.25 3 6.25 48 12.5 12.5 10 12.5 12.5 7 9 4 4 12.5 12.5 12.5 12.5 12.5 11 12 5 7 62 12.5 12.5 8 12 7 5 7% 3 12.5 12.5 12 12.5 9 8 9 3 5 bickiIIIIIIIIIIIIIIIIIIII ikliIIU -`- 1/4"0 ITW TAPCON W/ 1 -1/4" MIN. EMBEDMENT 72 12.5 12.5 7 10 4 4 6.25 3 12.5 12.5 10 12.5 5 7 8% 7 4 4 92 11 7 5 8 j 3 6.25 3 12.5 8 8 10 3 5 230 6.25: 3 6.25 3 6.25 � 3 7 j 4 7 ., 4 7 / 4 M11W4i\ui1m10u11111111: t 70 0111111111111111111: 1/4"0 ELCO MALE/ FEMALE "PANELMATE" W/ 1 -1/4 MIN. EMBEDMENT WITH 1/4 -20 MACHINE SCREW OR WINGNUT 48 12.5 12.5 12.5 12.5 12.5 11 12.5 6 7 12.5 12.5 12.5 12.5 12.5 12.5 12.5 6 8 62 12.5 12.5 12.5 12.5 12 9 12 3 5 12.5 12.5 12.5 12.5 12 10 12 4 6 72 12.5 12.5 11 12.5 7 7 10 3 4 12.5 12.5 12.5 12.5 8 9 10 3 5 92 12.5 11 9 12.5 4 6 10 / 4 12.5 11 10 12.5 4 7 10 3 5 230 10 i 4 10 ja 4 10 / 4 10 3 5 10 3 5 10 3 5 1 1111 1/4 "0 POWERS W/ 7/8" & 1/4 - 20 STEEL MACHINE ■1 CALK EMBEDMENT STAINLESS - IN SCREW 48 12.5 12.5 12.5 12.5 12.5 10 12.5 5 6 12.5 12.5 12.5 12.5 12.5 12.5 12.5 7 9 62 12.5 12.5 11 12.5 10 7 10 3 4 12.5 12.5 12.5 12.5 12.5 11 12.5 4 7 72 12.5 12.5 9 12.5 6 6 9 4 12.5 12.5 12.5 12.5 8 10 11 3 6.25 92 12.5 10 7 11 3 5 9 / 4 12.5 12 11 12.5 4 8 11 3 6 230 9 �/ 4 9 j 4 9 4 4 11 3 6 11 3 6 11 3 6 48 6/5 6.25 6.25 6.25 6.25 6.25 6.25 4 6 6.25 6.25 6.25 6.25 6.25 6.25 6.25 5 6.25 J 62 6.25 6:25 6.25 6.25 6.25 6.25 6.257 5 6.25 625 6.25 6.25 6.25 6.25 6.25 3 6 1/4 "0 ZAMAC W/ EMBEDMENT POWERS NAIL -IN 1 -1/8" MIN. 62 6.25 6.25 6.25 6.25 5 6 6.25' 4 6.25 6.25 6.25 6.25 6 6.25 6.25 5 72 6.25 6.25 6.25 6.25 3 5 6.25 % 4 6.25 6.25 6.25 6.25 3 6 6.25 5 230 6.25 4 6.25 j 4 6.25j 4 6.25 5 6.25 j, 5 6.25/ 5 F ASTENER M AXIMUM I . ANCHOR SCHEDULE DESIGN LOADS AND SPANS S PACING (INCHES) REQUIRED FOR VARIOUS sheet 4 of 4 ANCHOR TYPE LOAD (w) P SF MAX. (SEE NOTE 1) MIN. 3/4• EDGE DISTANCE SPANS UP TO 3' -7" (SEE NOTE 1) SPANS UP TO 5' -3" (SEE NOTE 1) SPANS UP TO 8' -5" (SEE NOTE 1) CONNECTION TYPE CONNECTION TYPE CONNECTION TYPE 1 2 3 1 2 3 1 2 3 7 - 90.0 48 11 11 11 11 11 11 11 11 7 \111\\ \111\> 62 11 11 11 11 11 9 11 8 5 1 /4"m WOOD LAG W/ 1 -3/4" MIN. THREAD PENETRATION SHEAR PARALLEL.OR PERP. TO WOCD GRAIN 72 11 11 11 11 11 7 11 6 4 92 11 11 9 11 9 6 11 6 4 230 11 - 6 4 11 6 4 11 6 4 5/16"'0 WCOD 1/4 -20 SIDEWALK (3/4"0 1" MIN. W/ BOLT W/ 1 ' 'I1„ 0.0. BRASS BUSHING HEAD) EMBEDMENT 62 6.25 6.25 6.25 6.25 6.25 6.25 6.25 3 4 72 6.25 6.25 6.25 6.25 6 6 6.25 ' 4 92 6.25 6.25 6.25 6.25 3 5 6.25/ 4 230 6.257 4 6.25 4 6.25` 4 V.J. KNEZEV PROFESSIONAL r - FL Lice No PE 0 '• 983 EINIWAIEJ fiEtTel (drawn* by MC design by 1 checked by VJK VJK drawing no. 99 -230 sheet 4 of 4 ANCHOR NOTES: 1. SPANS & LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING ONLY. ALLOWABLE SHUTTER SPANS FOR SPECIFIC LOADS MUST BE LIMITED TO THOSE SHOWN IN TABLE 1. 2. ENTER TABLE BASED ON THE EXISTING STRUCTURE MATERIAL. ANCHOR TYPE AND EDGE DISTANCE. SELECT DESIGN LOAD GREATER THAN OR EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER THAN OR EQUAL TO SHUTTER SPAN. 3. EXISTING STRUCTURE MAY BE CONCRETE. HOLLOW BLOCK OR WOOD FRAMING. REFERENCE ANCHOR SCHEDULE FOR PROPER ANCHOR TYPE BASED ON TYPE OF EXISTING STRUCTURE AND APPROPRIATE CONNECTION TYPE. SEE CONNECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. 4. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS. 5. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES WALL FINISH OR STUCCO. 6. WHERE EXISTING STRUCTURE IS WOOD FRAMING, WOOD FRAMING CONDITIONS VARY. FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD FRAMING MEMBERS, NOT PLYWOOD. FASTENING TO PLYWOOD IS ACCEPTABLE ONLY FOR SIDE CLOSURE PIECES. 7. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING, FASTENER SHALL BE LOCATED IN CENTER OF NOMINAL 2 "x4" (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 Cr�� NOT ACCEPTABLE USES. 10. *DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE SCREW, NUT OR WASHERED WINGNUT. APPROVED AS COMPLYING WITH THE SOUTH LORIDA CODE DAT 1 : s� 19 BY .f�';�.d��rig[t._/ PRODUCT CORROL DIV•'S:ON BUILDING CODE COMPLIAN E OFFICE 11 ACCEPTANCE NO. 01 0 Q 2 LL o 03 c 0 0 r G to • L0 CC 0 Cf l Fv W zoo Z InOrn LL 1-0F) 0 0 0 0 a Z 0 a a a 3 08/05/99 12:33 STORM PANEL SCHEDULE NEGATIVE DESIGN LOAD W (PSF) OVERLAP FASTENERS OR REINFORCING TUBE REQUIRED. TOP MOUNTS SHALL BE "h" OR "U" HEADERS. BOTTOM MOUNTS SHALL BE "F" TRACKOR OR STUDDED ANGLES WITH STUDS p 6 -1/4" 0.C. OR DIRECT MOUNTS WITH ANCHORS tTh 6 -1/4" 0.C. OVERLAP FASTENERS OR REINFORCING TUBE REQUIRED. TOP & BOTTOM MOUNTS SHALL BE "F" TRACK STUDDED ANGLES WITH STUDS (al 6 -1/4" 0.C. OR DIRECT MOUNTS WITH ANCHORS @ 6 - 1/4" 0.C. SYSTEM 1 MAX. PANEL LENGTH (FT - IN) SYSTEM 2 MAX. PANEL LENGTH (FT - IN) 40.0 8 - 8 -5 50.0 8 -5 8 -5 60.0 8 -4 8 -4 70.0 7 -9, 7 -9 80.0 7 -3 7 - 90.0 6 -10 6 -10 100.0 . 6 -2 6 -6 110.0 5 - 7 6 - 2 120.0 5 -2 5 -11 130.0 4 -9 5 -8 140.0 , 4 -5 5 -6 150.0 4 -'1 5 -3 160.0 3 -10 5- 1 170.0 3 -7 4 -'11 180.0 3 -5 4 -10 190.0 3 -3 4 -8 200.0 3 -1 4 -7 210.0 2 - 11 4 - 5 2 .2 - 9 4 - 4 230.0 2 -8 4 -3. ANCHOR NOTES: 1. SPANS & LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING ONLY. ALLOWABLE SHUTTER SPANS FOR SPECIFIC LOADS MUST BE LIMITED TO THOSE SHOWN IN TABLE 1. 2. ENTER TABLE BASED ON THE EXISTING STRUCTURE MATERIAL. ANCHOR TYPE AND EDGE DISTANCE. SELECT DESIGN LOAD GREATER THAN OR EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER THAN OR EQUAL TO SHUTTER SPAN. 3. EXISTING STRUCTURE MAY BE CONCRETE. HOLLOW BLOCK OR WOOD FRAMING. REFERENCE ANCHOR SCHEDULE FOR PROPER ANCHOR TYPE BASED ON TYPE OF EXISTING STRUCTURE AND APPROPRIATE CONNECTION TYPE. SEE CONNECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. 4. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS. 5. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES WALL FINISH OR STUCCO. 6. WHERE EXISTING STRUCTURE IS WOOD FRAMING, WOOD FRAMING CONDITIONS VARY. FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD FRAMING MEMBERS, NOT PLYWOOD. FASTENING TO PLYWOOD IS ACCEPTABLE ONLY FOR SIDE CLOSURE PIECES. 7. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING, FASTENER SHALL BE LOCATED IN CENTER OF NOMINAL 2 "x4" (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 Cr�� NOT ACCEPTABLE USES. 10. *DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE SCREW, NUT OR WASHERED WINGNUT. APPROVED AS COMPLYING WITH THE SOUTH LORIDA CODE DAT 1 : s� 19 BY .f�';�.d��rig[t._/ PRODUCT CORROL DIV•'S:ON BUILDING CODE COMPLIAN E OFFICE 11 ACCEPTANCE NO. 01 0 Q 2 LL o 03 c 0 0 r G to • L0 CC 0 Cf l Fv W zoo Z InOrn LL 1-0F) 0 0 0 0 a Z 0 a a a 3 08/05/99 12:33 INTERLOCKING BRICK PATIO SET IN SAND ON COMPACTED PILL. 11P6 PATIO DETAIL RoE W t4 w w NavPAIEits ltT t6T11-1v ? I pJ v 1 • Nam SUD+d(.7 DcoRS J Nov 2i! --344 0014T. • ceNcRE CL)Re. , " x 21 " t3cocr WA-U. -AT toD . u4 W/ lilts_ C,�ruT -- EXT `' / N To NSW c.OAvG c r FAGS oF-- BLcz -K At,LD - UED GoNGREM C.cwhMLS -f iZoV/DE kEYY AT 20 t//To 4X$7 W,414. - 1 G `rbOt,1 5 Ts eM • MAN• 30 411 k YEKTA KAVASOGLU P.E. # 41310 • 0 3 cc 0 0 co 0 CO cn cn � A/EUMAtic.-uy �4PP4/ED g)(12 MN- VU Iti4 4* `N 3 S@g,�-�� • NCW Zv c Ulm . - ,ax/ 57 Haw? sTIPUGrtWRE ftwArapi Q E sI#ev 775►,?6S#D • • core -R21'2 s14-4u, SE 3coto Psi @ • R N , & r - •u._. 4.1-21"-A (vii GRADE � o R PAri R PAnzr OCT ERtoRR 1 CA4 005T1 , Wm-rc4 +. pAir4T < 'az 114Z w4u.. -b . Mfc.4 Q(15` 7:46. 5t. po& DAR 61 So#.t -Fwd Moog) of �f'PJD �t. - (ptie Cou) AfP ) fAs R P-= - Met 4 T- , t44 �+e�n X012 110 oath, w►u) (4. 43.6 ' • r O 32; I ( .085' .090" (TYP) 1/4" MAX. i "P' TRACK WINGNUT 08/05/99 12: 27 j ..188" (I 30 x.469" SCALE : HALF SIZE .46" 1.2 L.05 SCALE : HALF SIZE W = Z Z V W O N J N _ 0 Z Z < < a: as 0 Zx O < F- N 0: J 0 W LL vt 5.00" 1.50 EXISTING CONCRETE. HOLLOW BLOCK OR WCOO FRAMING t 6 -1/4 (TYP 1 I PRODUCT MARKING LOCATION/ 1.50" 12.50 COVERAGE 14.50 STORM PANEL SCALE : 3" = 1' -0" 1.00' WIDTH UNLIMITED (PERP. TO PANEL SPAN) SECTION L USE 1 x 1" x 16 GA STEEL TUBE WHERE APPLICABLE SEE NOTE 8 & TYPICAL ELEVATIONS (TYP.) EXISTING CONCRETE. HOLLOW BLOCK OR WOOD FRAMING 5.00' 3.500" PRODUCT MARKING (OPTIONAL LOCATION) 4 1.00" OPTIONAL LEG DIRECTION 1 STANDARD CHANNEL SCALE : HALF SIZE a 4-- 16 GAGE GALV. STEEL GRADE 50 TOP MOUNT /- 00® 2 3 O PLAN VIEW OVERLAP FASTENERS (SEE PLAN VIEW & NOTE 81 BOTTOM MOUNT OQ OR DIRECT TYPICAL ELEVATION (SYSTEM 1) MOUNT OVERLAP FASTENERS OR REINFORCING TUBE REQUIRED. TOP MOUNTS SHALL BE "h" OR "U" HEADERS. BOTTOM MOUNTS SHALL BE "F" TRACK OR STUDDED ANGLES WITH STUDS Cal 6 O.C. OR DIRECT MOUNTS WITH ANCHORS Cal 6 -1/4" O.C. � 1 - x 1' TUBE. MAY BE USEO WHERE REDUCED ����Gfff.......��fff...... SEPARATION FROM GLASS - - IS REQUIRED. SEE SEPARATION FROM GLASS SCHEDULE. SHEET 3, AND PLAN VIEW & NOTE 8 SHEET 1 ea m 1.00" OVERLAP FASTENERS j TYP. (SEE NOTE 0 8) OS 16 GAGE GALV. STEEL ANGLE CLOSURE PIECE: 1 x 2" MIN. TO 2 "x5 "MAX. FASTENER (0 12' 0.C. FOR DESIGN LOADS LESS THAN OR EQUAL TO 100 PSF AND 8 O.C. FOR DESIGN LOADS GREATER THAN 100 PSF. (SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR) "h" HEADER SCALE : 3" = 1' -0" 5.00" 16 GAGE GALV. STEEL GRADE 50 ° OPTIONAL LEG �, L ° 4 -c - DIRECTION F I' 11 SOFFIT CHANNEL SCALE : HALF SIZE r 14 GAGE I GALV. STEEL 5.00" MAX. CLOSURE SCALE 3" = 1 -0" W _ 3 4 • H = Z Z V W Vt J N u, W 0 Z Z Z 4 < Q 0, 0. 0 Ex 4 K Q 4 0 E t_ f N a: O: L l W LL ut - 1/4' MAX. 1/4 - x 3 -1/2 BOLT WITH WASHERED WINGNUTS CEO 12 -1/2" O.C. )TYP) 4 /4 EXISTING CONCRETE. HOLLOW BLOCK OR w000 FRAMING 0 6 -1/4•- (TYP 1/4 MAX. 1" N 0 0 .050 SCALE : HALF SIZE 0 0 c A c PLAN VIEW SCALE: 1 -1/2" 2.000" .062" .250'1 1 1 1.813 1.987" O "h" HEADER SCALE : 3" = 1' -0" 11/32 "0 4 '3l., 5/8 m 938" GALV. STEEL GRADE 50 OR ALUM. t = MIN..095" KEYHOLE WASHER WIDTH UNLIMITED (PERP. TO PANEL SPAN) SECTION m H TOP MOUNT OO OR DIRECT MOUNT SCALE : 3" = 1' -0" 1 I °° .F16GA. 14 STEEL TUBE SCALE : 3" = 1' -O" 1" x 1" TUBE, MAY BE USED WHERE REDUCED SEPARATION FROM GLASS - -- - IS REQUIRED. SEE SEPARATION FROM GLASS SCHEDULE, SHEET 3, AND \ PLAN VIEW & NOTE 8 SHEET 1 O VERLAP FASTENERS (SEE PLAN VIEW & NOTE 8) - BOTTOM MOUNT L OO OR DIRECT MOUNT TYPICAL ELEVATION (SYSTEM 2) OVERLAP FASTENERS Cl REINFORCING TUBE REQUIRED. TOP & BOTTOM MOUNTS SHALL BE "F" TRACK OR STUDDED ANGLES WITH STUDS la 6 - 1/4" O.C. OR DIRECT MOUNTS WITH ANCHORS Cd 6 -1/4 O C. 0 0 14 USE 1" x 1" x 16 GA STEEL TUBE '+!HERE APPLICABLE SEE NOTE 8 & TYPICAL ELEVATIONS (TYP "U" HEADER 1 -3/4 OVERLAP MIN. 12 14 GAGE GALV. STEEL ANGLE CLOSURE PIECE 0 n .125" 6063 -1'6 ALUMINUM S' MAX. 5a # ANGLE SCALE : 3" = 1' -0" 16 GAGE GALV. STEEL 2 ", 3 ", 4" OR S" MIN. FASTENER (0 12" 0.C. FOR DESIGN LOADS LESS THAN OR EQUAL TO 100 PSF ANO 8" 0.C. FOR DESIGN LOAOS GREATER THAN 100 PSF. (SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR) EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING of N ANGLE ' t-.093 TYP. 0 N I r SCALE : 3" = 1 -0" 1 1.50" .093" TYP. 1.50 "I 1/4" 5.5. STUD (1!) 6 -1/4" O.C. ANGLE STUDDED ANGLE SCALE : 3" = 1' -0" 0 SCALE : 3" = 1' -0" GENERAL NOTES: 1. THIS SHUTTER SYSTEM 15 DESIGNED IN ACCORDANCE WITH THE SOUTH FLORIDA BUILDING CODE 1994 EDITION FOR MIAMI -DAOE COUNTY. 2. POSITIVE AND NEGATIVE DESIGN PRESSURE CALCULATIONS SHALL BE PERFORMED FOR SPECIFIC JOBS IN ACCOROANCE WITH ASCE 7 -98 "MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES. TABLES SHALL BE REFERENCED AT APPROPRIATE DESIGN LOADS. 3. STORM PANELS SHALL BE 3003 -H14 ALUMINUM ALLOY, 0.060" THICK, WITH A MIN. Fy. (BEFORE ROLLING) OF 21 K51. ALUMINUM EXTRUSIONS SHALL BE 6063 -T6. U.O.N. 4. PRODUCT MARKINGS SHALL BE WITHIN 12' OF ONE ENO OF THE PANEL WITH A MIN OF ONE MARKING PER PANEL ANO SHALL BE LABELED AS FOLLOWS FLORIDA STORM PANELS. INC. OPA LOCKA. A. DADE COUNTY PRODUCT CONTROL APPROVED 5. ALL BOLTS AND WASHERS SHALL BE GALVANIZED OR STAINLESS STEEL WITH'A' MINIMUM TENSILE STRENGTH OF 60 K51. 6. MATERIAL SPECIFICATIONS NOTED HEREIN ARE THE MANUFACTURER'S REPRESENTATION OF MATERIALS TO BE USED IN PRODUCT TESTING. 7. TOP & BOTTOM DETAILS SHOWN MAY BE INTERCHANGED AS FIELD CONDITIONS DICTATE. PANELS MAY BE MOUNTED HORIZONTALLY WHERE _ APPLICABLE. 8. PANELS UTILIZING A STEEL TUBE SHALL BE FASTENED AT OVERLAPS (12 -1/2" 0.C.). AT MIDSPAN TO A 1 - x 1 - x 16 GAGE STEEL TUBE USING 1/4 -20 x 3 -1/2" BOLTS W/ DIE CAST ALUMINUM WASHERED WINGNUTS OR JACKNUTS, (SEE TYPICAL ELEVATION ®ORO). PANELS NOT UTILIZING STEEL TUBE SHALL BE FASTENED AT OVERLAPS 112 -1/2" O.C.). AT MIDSPAN W/ 1/6 - 20 x 1 - MACHINE BOLTS WITH OIE CAST ALUMINUM WASHEREO WINGNUTS OR JACKNUTS )SEE TYPICAL ELEVATIONS@ OR I. FOR PANEL SPANS LESS THAN 33" OVERLAP FASTENERS & TUBE ARE NOT REQUIRED. 9. THE OETAILS AND SPECIFICATIONS SHOWN HEREIN REPRESENT THE PRODUCTS TESTED FOR IMPACT, CYCLIC ANO UNIFORM STATIC AIR PRESSURE IN CONFORMANCE WITH DADE COUNTY PROTOCOLS PA 201.202. AND 203. DESIGN BASED ON CONSTRUCTION TESTING CORPORATION (CTC) TEST REPORTS No. 95 -036 AND No. 96 -009. 10. A WARNING NOTE SHALL BE PERMANENTLY PLACED ON EITHER THE SILL OF THE SHUTTERS OR ON EACH PANEL ADVISING THE HOME OWNER OR TENANT THAT THE "STORM PANELS WILL NOT OFFER HURRICANE PROTECTION UNLESS ALL REINFORCING BOLTS AND /OR BARS ARE PROPERLY INSTALLED. WHEN REQUIRED ". APPROVED AS COMPLYING Wrili THE SOUTH 'LORIDA By?LD, i.G CODE DAT 4 - la BY PRODUCT CO 'SOL DIVE ON BUILDNG COOS COMPLt, CE OFFICE ACCEPTANCE NO Ql oi Zz o( - H LL = "10 LLI 4 W 1- o O • o _ g O IE J O o- w 0) . H 8 8 Q W Z N oa - U_>> =W • d: F W ()O - Z W W> > N Z W Z z m Y S 2J ZZ 0 0 o O 1 ON • cco joco z z oo O W ZUo 1Z003 0 C .• L CL V.J. KNE PP,OFEESIO AL" EER FL Lic =n -e No PE ! 0 0983 199 07/19/991 sca . (dra.,n by 1 I AS NOTED) MC, (design by ircnecked by1 ` VJK ViKI Braving no. 99 -230 sheer 1 of 4 1 V.J. KN RAJ Y H PROFESS)U ' GINEER FL Lic - - e No: II J V.J. KN RAJ Y H PROFESS)U ' GINEER FL Lic - - e No: PE es 0983 :_t� 444 07/19/99 scale brawn by AS NOTED MC design by Mucked by VJK VJK drawing no. 99 -230 sheet 2 of L r ut 0 a� O I u. SEE MIN. I SEPARATIO FROM GLASS SCHEDULE (TABLE 2) GLASS OR DOOR GLASS OR DOOR EMBED ITYP.) SEE MIN. SEPARATION FROM GLASS SCHEDULE (TABLE 2) 1•' x 4"x.125 "OR 2 - x 4- x.125 - AL. TUBE OR 2 x 6 P.T. w000 W/ 1 /4 - m LAG SCREWS ( 12 0 C w/ 1 -1/2" EMBEDMENT FOR CONNECTION WITH STUD ANGLE- 0 EXISTING CONCRETE HOLLOW BLOCK OR WOOD FRAMING FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION 'TYPE 2' 11/2" FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION 'TYPE i• EXISTING CONCRETE HOLLOW BLOCK OR WOOD FRAMING ANGLE TO WALL DETAIL O WALL MOUNT SECTION A SCALE : 3" = 1' -0" I I M I MBEDMEMT CONT. $$14 S.M.S. (al 10" O.C. L 1/4 -20 MACHINE BOLT & WINGNUT (¢l 6 -1/4 O.C. 2 - 1 /6••0 x 4 -1/2" S.S. LAG SCREW CO 24 O.C. MAX. W/ 1 -3/4" PENETRATION IN CENTER OF STUDS . THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANELS. PANEL TO ANGLE DETAIL NOTE: USE OF THIS DETAIL IS LIMITED TO ± 72 PSF. D WALL MOUNT SECTION (BOTTOM) D SCALE : 3 = T -0" 08/05 /99 12:37 O. 2: X CO < I- E 1/4 -20 MACHINE BOLT & WINGNUT 15 6 -1/4" O.C. 1/4" MAX. J W z 4 SEE MW. L SEPARATION FROM GLASS SCHEDULE (TABLE 2) GLASS OR DOOR 07 CONT. EXISTING WOOD. CONC. OR HOLLOW BLOCK STRUCTURE (TYP.) GLASS OR DOOR SEE MIN. SEPARATION FROM GLASS SCHEDULE (TABLE 2) SCALE : 3" FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION 'TYPE 3* EXISTING CONCRETE HOLLOW BLOCK OR WOOD FRAMING 1/4 -20 MACHINE BOLT b WINGNUT @ 6 -1/4 0.C. FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION • TYPE 3• © CEILING /INSIDE MOUNT SECTION SCALE : 3" = REMOVABLE FASTENER (A 6 -1/4" 0.C. MAX.. BUT DO NOT EXCEED SCHEDULE SPACING. SEE ANCHOR SCHEDULE REFERENCE CONNECTION 'TYPE 1 • . USE 1/4 -2C STAINLESS STEEL TRUSS HEAD BOLTS WITH KEYHOLE WASHER. ENGAGE BOLT HEAD IN NARROW PORTION OF KEYHOLE WASHER 0 EXISTING CONCRETE HOLLOW BLOCK OR W000 FRAMING \--1/4 ELCO MALE WITH WASMERED WINGNUT @) 6 -1/4- O.C. MAX.. BUT DO NOT EXCEED SCHEDULE SPACING. SEE ANCHOR SCHEDULE REFERENCE CONNECTION •TYPE O WALL MOUNT SECTION E (DIRECT MOUNT) 1/4" MAX. 1- 0 Z J EXISTING CONCRETE HOLLOW BLOCK OR WOOD FRAMING GLASS OR DOOR EXISTING CONCRETE HOLLOW BLOCK OR WOOD FRAMING FASTENER. SEE ANCHOR ITYP) SCHEDULE. REFERENCE CONNECTION 'TYPE 1' 4 au1 1/ 1 11111 +1/I` Ai.0 00 1111 AlellA 1 O 1 EMBED Wj 0 0 W SEE MIN. SEPARATION FROM FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION •TYPE1 SCALE : 3" = 1• - 0" OR 1" x 4 x .12S" AL. TUBE (OPTIONAL) FROM GLASS SCHEDULE (TABLE 2) NOTE : USE OF THIS DETAIL IS LIMITED TO ±72 PSF. ® SOFFIT MOUNT DETAIL SCALE : 3 = 1' -0" 1/4 -20 MACHINE BOLT / b WINGNUT @ 12" 0.C. TYP. TOP & BOTTOM r02 OR 03 OPTIONAL LEG DIRECTION LOCATE "I, HEADER LEG FLUSH WITH CHANNEL BOTTOM 7 FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION 'TYPE 1 • 1/4 -20 MACHINE BOLT O & WINGNUT (5) 6 -1/4•' 0.C. NOTE :USE OF THIS DETAIL IS LIMITED TO 2:72 PSF BUILD -OUT MOUNT SECTION THREE 1 /4"0 WOOD SCREWS W/ 2 MIN. EMBEDMENT OR THREE W000 BUSHINGS W/ 1" MIN. EMBEDMENT (TYP. AT EACH JOIST. TRUSS OR RAFTER.@ 24" MAX.) 2 x WOOD JOIST. I TRUSS OR RAFTER a12 SMS BETWEEN TRUSSES @ 10 - 0.C. MAX. 1/4" MA m X 4 APPROVED AS COMPLYING TH SOUTH LORIDA B ILDING CODE BY f!� � / .� PRODUCT COAT D!TS ON BUILDEt:C CCDEp1-0 COMPI:ANCE ACCEPTANCE O :CE r l 1 i L. f?) i,Q. THE 1/4" MAX. zz ;Q Q2 0 0: 0 I- oN 01 0 tD LD N 2 co • j 0 (D Oz <2O Nu-w QJ 3�0 OW Qz tnO O a '' <CO U - O O C'7 a c 7. 0 Z 010 I .4 ao: v I O I> L a •lr ' 3 0 EXISTING CONCRETE HOLLOW BLOCK OR wOOD FRAMING EXISTING CONCRETE HOLLOW BLOCK OR WOOD FRAMING 08/05/99 12:32 N O 1—ALT. LEG DIRECTION (TYP) GLASS OR DOOR SEE MIN. SEPARATION Sa CONT. 1/2" 1 BUILD -OUT MOUNT SECTION SCALE 3" = ALUM. OR GALV. STEEL SPACERS AS REO'D FASTENER, SEE ANCHOR SCHEDULE. REFERENCE CONNECTION 'TYPE 1 • EXISTING W000. CONC. OR HOLLOW BLOCK STRUCTURE FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION •TYPE 1' O O WIRE LATH MAY BE USED AS TYPICAL REINFORCEMENT OVER LEG OF "F TRACK O SEE MIN. 'SEPARATION FROM GLASS SCHEDULE (TABLE 2) 1=1 I® EMBED ITYP) ) SCALE 3" = 1' -0" 1/4 -20 MACHINE BOLT 8 NUT CM 12" O.C. ITYP. TOP 8 BOTTOM) EQUAL 1/4" MAX. -w L-1/4 -20 MACHINE BOLT (NI 8 WINGNUT Cal 6 -1/4" O.C. EXISTING CONCRETE FASTENER. SEE ANCHOR HOLLOW BLOCK OR SCHEDULE. REFERENCE WOOD =RAMIN CONNECTION • TYPE 1' 1/4 -20 MACHINE BOLT 8 WINGNUT 1 6 -1/4 O.C. 4 11/2" 2 - , W J OW SEE MIN. I SEPARATION FROM z GLASS SCHEDULE (TABLE 2) J J J W W Z Z Q a a a X F EXISTING CONCRETE HOLLOW BLOCK OR W000 FRAMING FASTENER, SEE ANCHOR SCHEDULE. REFERENCE CONNECTION' TYPE 1' ALUM. OR GALV. STEEL SPACERS AS REO'D FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION • TYPE 1 • ALT. "F" TRACK CONNECTION TO NEW STRUCTURE DETAIL SCALE : 3" = 1' -0" FASTENER, SEE ANCHOR SCHEDULE, REFERENCE CONNECTION • TYPE 1 •__, SEE MIN. SEPARATION FROM GLASS SCHEDULE (TABLE 2) SCALE 3" = 1' -0" 1/4 -20 MACHINE BOLT i WINGNUT p6-1/4. 0.C. NEW STRUCTURE DETAIL "F" TRACK CONNECTION TO EXISTING STRUCTURE DETAIL 1/4 -20 MACHINE BOLT i WINGNUT (la 6 -1 /4" O.C. IN 5 /8" STUCCO J FINISH (LEG MAY w BE REVERSED) Z Q WIRE LATH MAY a BE USED AS TYPICAL X REINFORCEMENT OVER Q LEG OF "F" TRACK E "P' TRACK CONNECTION TO 3/4" 2 ID z 1/ 4'.•,1 8"x 3 "g 1/4 "x1 - - 1_ ALUMNJM ANGLE 1/4 -20 STUD W/ NUT 1 -1/2" INTERIOR FASTENING ANGLE ASSEMBLY (SECTION A) SCALE N.T.S PTIONAL HANDLE LOCATION 8 " x 3" x1/ "x1' 1 -1/2" ALUMINUM ANGLE 1/4 "0 POWERS CALK -IN W/ 7/8" MIN. EMBED. IN CONC. Cal 3" O.C. OR 1/4 POWERS STEEL OROP -IN W/ 1" MIN. EMBED. IN CONCRETE @ 3 O.C. 13 -1/2" PUNCH HOLES IN ADJACENT PANELS TO RECEIVE THIS 1/4 -20 BOLT. PLACE PANEL OVER EACH ADJACENT PANEL 1/4 -20 STUD A AND FASTEN WINGNUT$ B E 1 THE INSIDE. (MAY INTERIOR FASTENING BE 1 OR 2 PANELS WIDE) ANGLE ASSEMBLY NOTE : USE OF THIS DETAIL IS UMITED TO ±72 PSF AND A MAX.. PANEL LENGTH OF 11' -0'. 0 STORM PANEL INTERIOR FASTENING (ISOMETRIC) SCALE: 1 -1/2" 0 V -0' EQ. 2" x 2" x .125" MIN. CONT. 3105 -H14 OR 6063 -T6 ALUMINUM ALLOY OR 18 GAGE GALV. STEEL ANGLE ANGLE MAY VARY 0 1 -1/2 x 1 -1/2" AL. STUD ANGLE 1/4 -20 S.S. BOLTS 0 WINGNUTS (d MIDPOINT OF PANEL SPAN OR 51" 0.C. MAX. ITYP) O ALT. CORNER DETAIL L SCALE : 3" = 1' -0" APPROVED AS COMPLYING WITH TR SOUTH FLOR!. BUILDING CODE DA.T» 1 � ) si PRODUCT C TIROL ?.)VISION O BU :LO:NG CODE COMPLIANCE Or .(;E ACCEPTANCE NO. v C -91 -01 r� Z —.- a1 cnr W .- (_ Q _o U cc 0 CO N CD lc Q z as a Z W 0 0 — z WJ N D wz ZO U ZZ On 0E' OW N AS NOTED 2 U LL - U w Q N o W Z W E Y D N el 5A $ o a LL • 2 w 0 V . CO � 2U h N O i mY � : N W J� 1 • w I-7 Z CO 8 cv (assign by l VJK U z 0 0 0 z z 3 a i a a Y o - r 0 V.J. KN PROFESS(O GINEER FL Lic- e No PE • 0983 07/19/99 drawn by MC (cnec=Od Oyl VJK drawing no. 99 -230 sheet 3 of 4 COPYRIGHT 0 1999 KNEZEVICH SEE STORM PANEL SCHEDULE ASSOCIATE COUNTY COMMENTS SEE STORM MIN. SEPARATION FROM GLASS SCHEDULE POSITIVE DESIGN LOAD(W) (PSF) ACTUAL SHUTTER SPAN (L) (FT - IN) MINIMUM SEPARATION FOR INSTALLATIONS 30' OR LESS ABOVE GRADE (INCHES) MINIMUM SEPARATION FOR INSTALLATIONS GREATER THAN 30' ABOVE GRADE (INCHES) iv SYSTEMS 1 • 2 MIDSPAN TUBE MIDSPAN BOLTS ALL CONDITIONS 40.0 3' -0" 2 -1/4 3 1 -1/4 4•-0" 2 -1/4 3 1 -1/4 5' -0" 2 -1/4 3 1 -3/8 6' -0" 2 -1/4 3 1 -1/2 7' -0" 2 -1/4 3 1 -5/8 8' -5" 2 -1/4 3 2 -1/8 50.0 3' -0" 2 -1/4 3 1 -1/4 4' -0" 2 -1/4 3 1 -1/4 5' -0" 2 -1/4 3 1 -3/8 6' -0" 2 -1/4 3 1 -1/2 7' -0" 2 -1/4 3 1 -3/4 8' -5" 2 -3/8 3 2 -3/8 60.0 3' -0" 2 -1/4 3 1 -1/ ' 4' -0" 2 -1/4 3 1 -1/4 5' -0" 2 -1/4 3 1 -3/8 6' -0" 2 -1/4 3 1 -5/8 7' -0" 2 -1/4 3 1 -7/8 8' -4" 2 -5/8 3 - 2 -5/8 70.0 3' -0" 2 -1/4 3 - 1 -5/8 4' -0" 2 -1/4 3 1 -'1/4 5'-0" 2 -1/4 3 1 ..3/8 6' -0" 2 -1/4 3 1 -5/8 7' -0" 2 -1/4 3 2 7' -9" 2 -1/2 3 2-1/2 EXISTING CONCRETE HOLLOW BLOCK OR wOOD FRAMING EXISTING CONCRETE HOLLOW BLOCK OR WOOD FRAMING 08/05/99 12:32 N O 1—ALT. LEG DIRECTION (TYP) GLASS OR DOOR SEE MIN. SEPARATION Sa CONT. 1/2" 1 BUILD -OUT MOUNT SECTION SCALE 3" = ALUM. OR GALV. STEEL SPACERS AS REO'D FASTENER, SEE ANCHOR SCHEDULE. REFERENCE CONNECTION 'TYPE 1 • EXISTING W000. CONC. OR HOLLOW BLOCK STRUCTURE FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION •TYPE 1' O O WIRE LATH MAY BE USED AS TYPICAL REINFORCEMENT OVER LEG OF "F TRACK O SEE MIN. 'SEPARATION FROM GLASS SCHEDULE (TABLE 2) 1=1 I® EMBED ITYP) ) SCALE 3" = 1' -0" 1/4 -20 MACHINE BOLT 8 NUT CM 12" O.C. ITYP. TOP 8 BOTTOM) EQUAL 1/4" MAX. -w L-1/4 -20 MACHINE BOLT (NI 8 WINGNUT Cal 6 -1/4" O.C. EXISTING CONCRETE FASTENER. SEE ANCHOR HOLLOW BLOCK OR SCHEDULE. REFERENCE WOOD =RAMIN CONNECTION • TYPE 1' 1/4 -20 MACHINE BOLT 8 WINGNUT 1 6 -1/4 O.C. 4 11/2" 2 - , W J OW SEE MIN. I SEPARATION FROM z GLASS SCHEDULE (TABLE 2) J J J W W Z Z Q a a a X F EXISTING CONCRETE HOLLOW BLOCK OR W000 FRAMING FASTENER, SEE ANCHOR SCHEDULE. REFERENCE CONNECTION' TYPE 1' ALUM. OR GALV. STEEL SPACERS AS REO'D FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION • TYPE 1 • ALT. "F" TRACK CONNECTION TO NEW STRUCTURE DETAIL SCALE : 3" = 1' -0" FASTENER, SEE ANCHOR SCHEDULE, REFERENCE CONNECTION • TYPE 1 •__, SEE MIN. SEPARATION FROM GLASS SCHEDULE (TABLE 2) SCALE 3" = 1' -0" 1/4 -20 MACHINE BOLT i WINGNUT p6-1/4. 0.C. NEW STRUCTURE DETAIL "F" TRACK CONNECTION TO EXISTING STRUCTURE DETAIL 1/4 -20 MACHINE BOLT i WINGNUT (la 6 -1 /4" O.C. IN 5 /8" STUCCO J FINISH (LEG MAY w BE REVERSED) Z Q WIRE LATH MAY a BE USED AS TYPICAL X REINFORCEMENT OVER Q LEG OF "F" TRACK E "P' TRACK CONNECTION TO 3/4" 2 ID z 1/ 4'.•,1 8"x 3 "g 1/4 "x1 - - 1_ ALUMNJM ANGLE 1/4 -20 STUD W/ NUT 1 -1/2" INTERIOR FASTENING ANGLE ASSEMBLY (SECTION A) SCALE N.T.S PTIONAL HANDLE LOCATION 8 " x 3" x1/ "x1' 1 -1/2" ALUMINUM ANGLE 1/4 "0 POWERS CALK -IN W/ 7/8" MIN. EMBED. IN CONC. Cal 3" O.C. OR 1/4 POWERS STEEL OROP -IN W/ 1" MIN. EMBED. IN CONCRETE @ 3 O.C. 13 -1/2" PUNCH HOLES IN ADJACENT PANELS TO RECEIVE THIS 1/4 -20 BOLT. PLACE PANEL OVER EACH ADJACENT PANEL 1/4 -20 STUD A AND FASTEN WINGNUT$ B E 1 THE INSIDE. (MAY INTERIOR FASTENING BE 1 OR 2 PANELS WIDE) ANGLE ASSEMBLY NOTE : USE OF THIS DETAIL IS UMITED TO ±72 PSF AND A MAX.. PANEL LENGTH OF 11' -0'. 0 STORM PANEL INTERIOR FASTENING (ISOMETRIC) SCALE: 1 -1/2" 0 V -0' EQ. 2" x 2" x .125" MIN. CONT. 3105 -H14 OR 6063 -T6 ALUMINUM ALLOY OR 18 GAGE GALV. STEEL ANGLE ANGLE MAY VARY 0 1 -1/2 x 1 -1/2" AL. STUD ANGLE 1/4 -20 S.S. BOLTS 0 WINGNUTS (d MIDPOINT OF PANEL SPAN OR 51" 0.C. MAX. ITYP) O ALT. CORNER DETAIL L SCALE : 3" = 1' -0" APPROVED AS COMPLYING WITH TR SOUTH FLOR!. BUILDING CODE DA.T» 1 � ) si PRODUCT C TIROL ?.)VISION O BU :LO:NG CODE COMPLIANCE Or .(;E ACCEPTANCE NO. v C -91 -01 r� Z —.- a1 cnr W .- (_ Q _o U cc 0 CO N CD lc Q z as a Z W 0 0 — z WJ N D wz ZO U ZZ On 0E' OW N AS NOTED 2 U LL - U w Q N o W Z W E Y D N el 5A $ o a LL • 2 w 0 V . CO � 2U h N O i mY � : N W J� 1 • w I-7 Z CO 8 cv (assign by l VJK U z 0 0 0 z z 3 a i a a Y o - r 0 V.J. KN PROFESS(O GINEER FL Lic- e No PE • 0983 07/19/99 drawn by MC (cnec=Od Oyl VJK drawing no. 99 -230 sheet 3 of 4 COPYRIGHT 0 1999 KNEZEVICH SEE STORM PANEL SCHEDULE ASSOCIATE COUNTY COMMENTS SEE STORM ANCHOR SCHEDULE FASTENER MAXIMUM SPACING (INCHES) REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS EXISTING STRUCTURE ANCHOR TYPE LOAD (W) PSF MAX. (SEE NOTE 1) MIN. 2" EDGE DISTANCE MIN. 3" EDGE DISTANCE SPANS UP TO 3' -7" (SEE NOTE 1) SPANS UP TO 5' -3" (SEE NOTE 1) SPANS UP TO 8 -S" (SEE NOTE 1) SPANS UP TO 3' -7" (SEE NOTE 1) SPANS UP TO 5' -3" (SEE NOTE 1) SPANS UP TO 8' -5" (SEE NOTE 1) CONNECTION TYPE 1 2 3 CONNECTION TYPE 1 2 3 CONNECTION TYPE 1 2 3 CONNECTION TYPE 1 2 3 CONNECTION TYPE 1 2 3 CONNECTION TYPE 1 2 3 MIN. 3,000 P.S.I. CONCRETE : 11111111111111111111111111111111111V> 1/4 ITW TAPCON W/ 1 - 1/2 - MIN. EMBEDMENT 48 12.5 12.5 12.5 12.5 12.5 12.5 12.5 10 9 12.5 12.5 12.5 12.5 12.5112.5 12.5 12.5 12.5 62 12.5 12.5 12.5 12.5 12.5 11 125 6 7 12.5 12.5 12.5 12.5 12.5 12.5 12.5 7 11 72 12.5 12.5 12.5 12.5 11 9 12.5 4 6 12.5 12.5 12.5 12.5 12.5 12.5 12.5 5 9 92 12.5 12.5 11 12.5 6 7 12.5 4 5 12.5 12.5 12.5 12.5 8 12 12.5 5 9 230 12.5 4 5 12.5 4 5 12.5 L. 5 12.5 5 9 12.5 5 9 12.5 5 9 111..s11UINW.•A1 . .a " " "`' " " "" 1/4"0 ELCO MALE/ FEMALE - PANELMATE" W/ 1 - 3/4 MIN. EMBEDMENT WITH 1/4 - 20 MACHINE SCREW OR WINGNUT 48 12.5 12.5 12.5 12.5 12.5 11 12.5 6 7 12.5 12.5 12.5 12.5 12.5 12.5 12.5 6 8 62 12.5 12.5 12.5 12.5 12 9 12 3 5 12.5 12.5 12.5 12.5 12 10 12 4 6 72 12.5 12.5 11 12.5 7 7 10 3 4 12.5 12.5 12.5 12.5 8 9 10 3 5 92 12.5 11 9 12.5 4 6 10 / � 4 12.5 11 10 12.5 4 7 10 3 5 230 10 � � 4 10 X / 4 / 10 / 4 10 3 5 10 3 5 10 3 5 1c * ?1 q � 1/4"0 POWERS CALK - IN W/ 7/8" EMBEDMENT & 1/4 - STAINLESS STEEL MACHINE SCREW 48 12.5 12.5 12.5 12.5 12.5 12.5 12.5 12.5 10 12.5 12.5 12.5 12.5 12.5 12.5 12.5 12.5 12.5 62 12.5 12.5 12.5 12.5 12.5 12.5 123 8 8 12.5 12.5 12.5 12.5 12.5 12.5 12.5 10 12.5 72 12.5 12.5 12.5 12.5 12.5 11 12.5 6 7 12.5 125 12.5 12.5 12.5 12.5 12.5 8 11 92 12.5 12.5 12.5 12.5 9 9 12.5 6 7 12.5 125 12.5 12.5 11 12.5 12.5 7 11 230 12.5 6 7 12.5 6 7 12.5 6 7 12.5 7 11 12.5 7 11 12.5 7 11 48 6.25 6.25 6.25 6.25 6.25 6.25 6.25 6 6.25 6.25 6.25 6.25 6.25 6.25 6.25 6.25 6.25 6.25 I } 1 62 6.25 6.25 6.25 6.25 6.25 6.25 6.25 4 6 6.25 6.25 6.25 6.25 6.25 6.25 6.25 4 6.25 u ) v 1/4"0 POWERS ZAMAC NAIL -IN W/ 1 - 1/8" MIN. EMBEDMENT 72 6.25 6.25 6.25 6.25 6.25 6.25 6.25 3 5 6.25 6.25 6.25 6.25 6.25 6.25 6.25 3 6.25 92 6.25 6.25 6.25 6.25 4 6 6.25 3 5 6.25 6.25 6.25 6.25 5 6.25 6.25 3 6.25 230 6.25 3 5 6.25 3 5 6.25 3 5 6.25 3 6.25 6.25 3 6.25 6.25 3 6.25 - HOLLOW CONCRETE BLOCK 48 12.5 12.5 10 12.5 125 7 9 4 4 12.5 12.5 12.5 12.5 12.5 11 12 5 7 62 12.5 12.5 8 12 7 5 7 3 12.5 12.5 12 12.5 9 8 9 3 5 : 1// 1 - 1/ 4 11.11111111111111111111111111111111 ►> ITW TAPCON WT " MIN. EMBEDMENT 72 12.5 125 7 10 4 4 6.25 3 6.25 3 12.5 12.5 12.5 8 10 8 12.5 10 5 3 7 5 8 / 4 7 4 7% 4 92 11 7 5 8 V 3 230 6.25 3 6.25/ 3 6.25 3 7 L. 7 0 4 om1a1:au1nou ,,11\1111= 1/4 "0 ELCO MALE/ FEMALE - PANELMATE - W/ 1 - 1/4 MIN. EMBEDMENT WITH 1/4 - 20 MACHINE SCREW OR WINGNUT 48 12.5 12.5 12.5 12.5 12.5 11 12.5 6 7 12.5 12.5 12.5 12.5 12.5 12.5 12.5 6 8 62 12.5 12.5 12.5 12.5 12 9 12 3 5 12.5 12.5 12.5 12.5 12 10 12 4 6 72 12.5 12.5 11 12.5 7 7 10 3 4 12.5 12.5 12.5 12.5 8 9 10 3 5 92 12.5 11 9 12.5 4 6 10 j 4 12.5 11 10 12.5 4 7 10 3 5 230 10 '. 4 10 j 4 10 4 10 3 5 10 3 5 10 3 5 4 0 1/4 - 0 POWERS W/ 7/8 8 1/4 - 20 STEEL MACHINE 1 CALK EMBEDMENT STAINLESS SCREW - IN 48 12.5 12.5 12.5 12.5 12.5 10 12.5 5 6 12.5 12.5 12.5 12.5 12.5 12.5 12.5 7 9 62 12.5 12.5 11 12.5 10 7 10 3 4 12.5 12.5 12.5 12.5 12.5 11 12.5 4 7 72 12.5 12.5 9 12.5 6 6 9 j 4 12.5 12.5 12.5 12.5 8 10 11 3 6.25 92 12.5 10 7 11 3 5 9 / 4 12.512 11 12.5 4 8 11 3 6 230 9 �� 4 9 4 9 A 4 11 3 6 11 3 6 11 3 6 48 6.25 6.25 6.25 6.25 6.25 6.25 6.25 4 6 6.25 6.25 6.25 6.25 6.25 6.25 6.25 5 6.25 1 62 6.25 6.25 6.25 6.25 6.25 6.25 6.25 5 6.25 6.25 6.25 6.25 6.25 6.25 6.25 3 6 1/4"0 ZAMAC W/ 1 EMBEDMENT POWERS NAIL - IN - 1/8 - MIN. 62 6.25 6.25 6.25 6.25 5 6 6.25 4 6.25 6.25 6.25 6.25 6 6.25 6.257 5 72 6.25 6.25 6.25 6.25 3 5 6.25 4 6.25 6.25 6.25 6.25 3 6 6.25> 5 230 6.2S 4 6.250 4 6.25 4 6.25 j 5 6.252 5 6.25/ 5 FASTENER MAXIMUM • ANCHOR SCHEDULE DESIGN LOADS AND SPANS SPACING (HES) REQUIRED FOR VARIOUS EXISTING STRUCTURE ANCHOR TYPE LOAD (W) PS F MAX. (SEE NOTE 1) MIN. 3/4• EDGE DISTANCE SPANS UP TO 3' -7" (SEE NOTE 1) SPANS UP TO 5' -3" (SEE NOTE 1) SPANS UP TO 8' -5" (SEE NOTE 1) CONNECTION TYPE CONNECTION TYPE CONNECTION TYPE 1 2 3 1 2 3 1 2 3 DOOM 90.0 48 11 11 11 11 11 11 11 1i 7 11111 10® 62 11 11 11 11 11 9 11 8 5 1/4 WOOD LAG W/ 1 - 3/4" MIN. THREAD PENETRATION SHEAR PARALLEL OR PERP. TO WOCD GRAIN 72 11 11 11 11 11 7 11 6 4 92 11 11 9 11 9 6 11 6 4 230 11 6 1. 11 6 4 11 6 4 14 5/16 - 0 WC00 1/4 - 20 SIDEWALK (3/4 - 0 1" MIN. 48 6.25 6.25 6.25 6.25 6.25 6.25 6.25 5 6 la 62 6.25 6.25 6.25 6.25 6.25 6.25 6.25 3 4 0.0. BRASS BASHING W/ BOLT HEAD) W/ EMBEDMENT 72 6.25 6.25 6.25 6.25 6 6 / 6.251 4 6.25 f 4 6.25/7 4 92 6.25 6.25 6.25 6.25 3 5 230 6.25 / 4 / 6.25 4 ANCHOR NOTES: 1. SPANS & LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING ONLY. ALLOWABLE SHUTTER SPANS FOR SPECIFIC LOADS MUST BE LIMITED TO THOSE SHOWN IN TABLE 1. 2. ENTER TABLE BASED ON THE EXISTING STRUCTURE MATERIAL, ANCHOR TYPE AND EDGE DISTANCE. SELECT DESIGN LOAD GREATER THAN OR EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER THAN OR EQUAL TO SHUTTER SPAN. 3. EXISTING STRUCTURE MAY BE CONCRETE, HOLLOW BLOCK OR WOOD FRAMING. REFERENCE ANCHOR SCHEDULE FOR PROPER ANCHOR TYPE BASED ON TYPE OF EXISTING STRUCTURE AND APPROPRIATE CONNECTION TYPE. SEE CONNECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. 4. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS. 5. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES WALL FINISH OR STUCCO. 6. WHERE EXISTING STRUCTURE IS WOOD FRAMING, WOOD FRAMING CONDITIONS VARY. FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD FRAMING PIECES. MEMBERS, NOT PLYWOOD. FASTENING TO PLYWOOD IS ACCEPTABLE ONLY FOR SIDE CLOSURE 7. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING, FASTENER SHALL BE LOCATED IN CENTER OF NOMINAL 2 "x4" (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. rt/, DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. 10. *DESIGNATES ANCHORS WHICH ARE REMO VABLE BY REMOVING WINGNUT MACHINE SCREW, NUT OR WASHERED 9. APPROVED AS COMPLYING WITH TriE SOUTH LORIDA BUILDING CODE DAT S` ;-S0 19 BY iwo sz,,, PRODUCT Cr .: ROL DIV ?S:ON BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO 11-t-)111-°1 2 I I ZZ Q2 0 � (0 0 01- O N 0 0 Li I z l co , I g OI ml a W N W i Y zI CD l m m I 0 i � V.J. KNEZ PROFESSIONAL N NEER No: 1 IFL Lice PE 0 (design by VJK 1. IU: 0 • gaiwance giam drawn by MC (checked by VJK Drawing no. 99 23 sheet 4 of 4 (1R /05 /00 17• .13 STORM PANEL SCHEDULE NEGATIVE DESIGN LOAD W (PSF) OVERLAP FASTENERS OR REINFORCING TUBE REQUIRED. TOP MOUNTS SHALL BE ' h" OR "U" HEADERS. BOTTOM MOUNTS SHALL BE "F" TRACKOR OR STUDDED ANGLES WITH STUDS (al 6 -1/4" O.C. OR DIRECT MOUNTS WITH ANCHORS (al 6 -1/4" O.C. OVERLAP FASTENERS OR REINFORCING TUBE REQUIRED. TOP & BOTTOM MOUNTS SHALL BE "F" TRACK STUDDED ANGLES WITH STUDS (al 6 -1/4" O.C. OR DIRECT MOUNTS WITH ANCHORS @ 6-1/4 SYSTEM 1 MAX. PANEL LENGTH (FT - IN) SYSTEM 2 MAX. PANEL LENGTH (FT - IN) 40.0 8 -5 8 -5 50.0 8 -5 8 -5 60.0 8 -4 8 -1. 70.0 7 -9 7 -9 80.0 7 -3 7 -3 90.0 6 - 10 6 -10 100.0 6 -2 6 -6 110.0 5 - 7 6 - 2 120.0 5 -2 5 -11 130.0 4 - 9 5 -8 140.0 4 -5 5 -6 150.0 4 -1 5 -3 160.0 3 - 10 5 - 1 170.0 3 - 7 4 - 11 180.0 3 -5 4_10 190.0 3 - 3 4 -8 200.0 3 -1 4_7 210.0 2 - 11 4 - 5 220.0 2 -9 4 - 230.0 2 -8 4 - ANCHOR NOTES: 1. SPANS & LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING ONLY. ALLOWABLE SHUTTER SPANS FOR SPECIFIC LOADS MUST BE LIMITED TO THOSE SHOWN IN TABLE 1. 2. ENTER TABLE BASED ON THE EXISTING STRUCTURE MATERIAL, ANCHOR TYPE AND EDGE DISTANCE. SELECT DESIGN LOAD GREATER THAN OR EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER THAN OR EQUAL TO SHUTTER SPAN. 3. EXISTING STRUCTURE MAY BE CONCRETE, HOLLOW BLOCK OR WOOD FRAMING. REFERENCE ANCHOR SCHEDULE FOR PROPER ANCHOR TYPE BASED ON TYPE OF EXISTING STRUCTURE AND APPROPRIATE CONNECTION TYPE. SEE CONNECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. 4. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS. 5. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES WALL FINISH OR STUCCO. 6. WHERE EXISTING STRUCTURE IS WOOD FRAMING, WOOD FRAMING CONDITIONS VARY. FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD FRAMING PIECES. MEMBERS, NOT PLYWOOD. FASTENING TO PLYWOOD IS ACCEPTABLE ONLY FOR SIDE CLOSURE 7. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING, FASTENER SHALL BE LOCATED IN CENTER OF NOMINAL 2 "x4" (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. rt/, DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. 10. *DESIGNATES ANCHORS WHICH ARE REMO VABLE BY REMOVING WINGNUT MACHINE SCREW, NUT OR WASHERED 9. APPROVED AS COMPLYING WITH TriE SOUTH LORIDA BUILDING CODE DAT S` ;-S0 19 BY iwo sz,,, PRODUCT Cr .: ROL DIV ?S:ON BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO 11-t-)111-°1 2 I I ZZ Q2 0 � (0 0 01- O N 0 0 Li I z l co , I g OI ml a W N W i Y zI CD l m m I 0 i � V.J. KNEZ PROFESSIONAL N NEER No: 1 IFL Lice PE 0 (design by VJK 1. IU: 0 • gaiwance giam drawn by MC (checked by VJK Drawing no. 99 23 sheet 4 of 4 (1R /05 /00 17• .13 •• Not= Land, hums welt mg 01NI1I tied sassmants a1cS)01d0P4•01• war alma/std. Lessi desc410011P1Inasod • - -...s.c.:: • ,.-:••••••••• s•••••-•-?•;-1-:! - 7, 4 ":5:ylje 1,1 i-, ..",:1-...a. • -.,•• - ---- • ... - • ..-- ...rer • .........mtgs.,1‘:- .- :-- - % 7..: ; %, 4": - • • . • • • • ":" . 1 " • • • ' • • •• • ••• • • • aftmawNOrR00 Dan • •IVA • 1341. - .NaV001o0 PM of 5 to ikaings *own are based slaw0 •- 1.01 SUOUOU.1.3 1113100021M1ptle SURVEYOR'S SEAL REVISE": BOUNDARY SURVEY OMMMWOMW,ftwo....y.wWwOrMwr ammiftamormonts.0.......MWMW~W ..All OnamUSIMOWMr 0. 1110m4 11 IMO ow ••■••••■• •■••••••.1 ad. 140MOMOOPPIMWMMHOMMOOmilftw 00117/0 1.&•• GARY B. CASTEL 1.94 414.4111 litina 14 Flooth e lc2c2 7/eyfee7Zi4 .71/.= 7 c , c7 . S26.11,21S R.000 ZONft X CATE: &CAL • 30-6-92 1. LEGAL DESCRIPTION: Lots 19 and 20, BlocIZ 11, AMENDED PUT OF NIAMISNORES SECTION NO. 1, icconling to the plat thereof As recorded in Plat Book 10, Page 70, of the Public Records of • . Dade County, Florida.., SURVEY FOR: BORASEIE, Ellen 59 NE 101 Street, Miami Shores. TL 33138 Certified to: • - Ellen E. Moraskie Attorneys' Title Insurance Pund, lot. Marpretten t Corpany. Inc., its successors esdfor Fieldstone & Lester, P.A. GARY B. CASTEL SURVEYING, INC. LAND SURVEYORS 1an6 Sty. 1323KI COWL 641614. R.Or6DA 13186 MR 253-9720 (3051 253-6767 .. • D. jor--1"r7O I sy FOR POOL LOGATION ONLY A. YEKTA KAVASOGLU, P.E. 6500 W. Rogers Cir. Ste 48000 ' Boca Raton, FL 33487 A. YEKTA KAVASOGLU, P.E. FL. Reg #41310 Civil-Structural : ?f'itO'1ED B.Y DATE ZONING STRUCTURAL ELECTRICAL PLUMBING MECHANICAL ROOFING BLDG. OFFICIAL Jli_____ Injta SUBJECT TO COMPLIANCE WITH ALL FEDERAL, STATE AND COUNTY RULES AND REGULATIONS. MIAMI SHORES VILLAGE ASSUMES NO RESPONSIBILITIES FOR ACCURACY Of OR RESULTS FROM THESE PLANS. "r'mPL'A'NCE WITH THE SOUTH FLORIDA BUILDING CODE AS ADOPTED BY ^' :;' VILLAGE IS REQUIRED. THE ARCHITECT, BUo.DER & 5P;' ; ORS ARE CHARGED WITH THE KNOWLEDGE Of .'.: +�'.: :: c.• _:';.74-.6 WHETHER OR NOT SPECIFICALLY INDICATEu - . ;k: L.. MIAMI SHORES VILLAGE s SEE SITE PLAN FOR EQUIPMENT LOCATION 1 1/2" PAVER DRIVEWAY GARAGE \ \�\ CLEANING LINE \ \ W/ VAC —LOCK • \ \ \\ \ \ \\.\\.\\\\ \ \ \ \ \ \\\\\\\_ \ \ \ \.\ \ \ \\ • 18" BENCH W/ 11LE EDGE RESIDENCE '18" X 48" RECESSED SWIMOUT W/ 'FILED EDGE W/ AIR SWITCH POOL PLAN SCALE: 1/8" = 1' -0" 12" RAISED AUX. POOL SEE SITE PLAN FOR PAVER LIMITS ,NORTH YEKTA KAVASOGLU P.E• # 41310 w 0 0 w m w LLJ 0 0 J LL mft 0 N r 3 0 re 0 o FF < N z V, J 5 0 N ' J 0 F- z M z 0 5 � 0 0 0 cn cn 0 0 � Z F. � 1 Q 3 [K Q u co m Oti `mil 1. ALL FLOORS & WALLS OF POOL TO BE PNEUMATICALLY APPUED CONC. WITH A MIN. 28 DAY COMPRESSIVE STRENGTH OF 2500 PSI. 2. ALL REINF. STEEL TO CONFORM TO A.S.T.M. 615 GRADE 40. 3. ALL POOL PIPING TO BE SCHED 40 PVC BEARING NSF APPROVAL 4. SOIL STATEMENT: NO POOL CONSTRUCTION SHALL BEAR ON ANY TYPE SOILS EXCEPT CLEAN SANDS OR ROCK. THIS PROJECT IS IN THE VICINTY OF PROJECTS THAT THIS FIRM HAS PREVIOUSLY DESIGNED. THE SOIL IS SANDY IN NATURE AND ADEQUATE TO SUPPORT THIS SWIMMING POOL. IF OTHER CONDITIONS ARE ENCOUNTERED THE CONTRACTOR SHALL NOTIFY THIS OFFICE FOR INSPECTION AND INSTRUCTIONS. 5. THE POOL CONTRACTOR SHALL ALWAYS TAKE ALL PRECAUTIONS TO PROTECT EXISTING STRUCTURES FROM FAILURE BY SHEETING AND /OR SHORING OR OTHER METHODS THE DESIGN ENGINEER ACCEPTS NO RESPONSIBILTY FOR THE SAFTEY OF EXISTING STRUCTURES. 6. THIS DESIGN ENGINEER ASSUMES NO RESPONSIBLITY FOR POOL CONSTRUCTION IN EASMENTS OR REQUIRED SETBACK AREAS. PLOT PLANS NOT PREPARED FROM LEGAL SURVEYS OF THE EXISTING LOT AND RESIDENCE ARE SO INDICATED.THE POOL CONTRATOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD. AND ESTABLISH LOT LINES. 7. THE POOL CONTRACTOR SHALL ESTABLISH LOCATIONS OF ALL UTILITIES AT THE SITE. MIN. CLEARANCE DIMENSIONS SHALL BE HELD AS REQUIRED BY THE LOCAL REGULATORY AGENCY. IN GENERAL, HOLD A DISTANCE OF 10 FEET FROM OVERHEAD ELECTRIC LINES TO OPEN POOL WATER. 8. TEMPERATURE OF THE WATER SHALL BE SET SO THAT MAX. WATER TEMP. = 102 DEGREES F. 9. MIN. 5' FENCE, WITH SELF — LOCKING GATES, REQUIRED AROUND ALL UNSCREENED POOLS. 10. THE CONTRACTOR SHALL BACKFILL THE POOL SHELL WITH CAUTION. THE PLUMBING SHALL NOT BE DISTURBED. BACKFILL SHALL BE ACCOMPLISHED WITH CLEAN SANDS, FREE OF ORGANIC MATERIAL AND SHALL BE PLACED IN 12 THICK LAYERS. EACH LAYER SHALL BE COMPACTED TO 90% OF THE SOILS MAXIMUM DENSITY BY TAMPING SOLIDLY. SOILS BELOW THE PATIO SHALL BE PLACED IN A SIMILAR MANNER. 11. WHERE PATIOS ARE INDICATED BY OTHERS, THE PATIO DESIGN NOTES SHOWN ON THE TYPICAL WALL SECTION DO NOT APPLY.THE PATIO DESIGN IS BY OTHERS. 12. WARNING: TO EMPTY POOL AFTER CONSTRUCTION, FOR REPAIRS OR ANY OTHER REASON, THE HYDROSTATIC UPLIFT PRESSURES BENEATH THE POOL MUST BE ELIMINATED TO PREVENT THE POOL FROM FLOATING UPWARD. THE OWNER MUST CONSULT A POOL CONTRACTOR OR POOL REPAIR CONTRACTOR EXPERIENCED IN ELIMINATING UPLIFT PRESSURES. 0 GE_NbHAL- NO I E.S: 1 12" 12" 8" 1 3 ® 12 "0.C. EA WAY (SEE TYPICAL WALL SECTION) DETAIL OF STEPS N.T.S.. HYDROSTATIC VALVE 1 1/2" WELL POINT WELL POINT DETAIL 2 —#3 CONT. COPING TILE APPROVED FINISH 6 MIN:`/ # O.C. E.W. BOTT. CENTERED WATER UNE 5" TO 6"_ MIN VERTICAL 2' —3" SHALLOW END 3' -0" DEEP END GRATE TO BE FASTENED WITH SCREWS. ROCK BED N.T.S. - 26' 32' SLOPE IIIll- 111118 TYPICAL WALL SECTION (FOR DEPTHS TO 6' -0 ") 1: 7 MAXIMUM' SLOPE WATER LINE 1 IN SHALLOW END MAIN DRAIN LONGITUDINAL POOL SECTION INTERLOCKING BRICK PATIO SET IN SAND ON COMPACTED FILL 2" COVER (CENTER) STEELTEX FORM, KRAFTBOARD OR EQUIV. IMPORTANT NOTE: NO DIVING BOARD AND NO DIVING IS ALLOWED ON ANY POOL LESS THAN 8' -O" DEEP AND SPECIFICALLY DESIGNED FOR DIVING. THIS POOL IS NOT DESIGNED FOR DIVING. WP MANUAL STARTER SWITCH ) TO SERVICE PANEL WP GFI 10' TO 20' FROM WATER p 48 " MIN Q m 3 r ao -, DECK OOL 100 WATT UGHT & 75 WATT LIGHT W/ LOW WATER .CUT OFF .DEVICE 8" MIN. 6' N.T.S. (2) JUNCT. BOX N.T.S. 8" MAIN DRAIN (ANTI — VORTEX) AUTO PILOT W/ TIME CLOCK SPST TOGGLE SWITCH 12V TRANS. 1" NON — CORROSIVE COND. IIIPFAU T NOTES: ANCHOR BOLTS THROUGH BASE ( 1/4" x 1 1/2 ") LAG SCREWS FOR POOL PUMP & FILTER HEATER SHOWN AS OPTIONAL ( (4) 1 1/2" ANGLE BRACKETS (GAS HEATER) 4 2 1 2" ANGLE BRACKETS (HEAT PUMP) WITH (4 1 3/4" x 3/16" TAP CON AND (4) 1/2' SELF TAPPING SHEET METAL SCREWS. POOL EQUIPMENT ANCHORING N.T.S. �c. "P SKIMMER 3 12 IN 1/2 CO ELECTRICAL DIAGRAM PUMP FRAME, FILTER TANK MOUNT 1/4" x 1 1/2" LAG SCREWS. REINFORCED CONC. SLAB Ifl' III FILTER POOL PUMP, FILTER AND HEATER ANCHOR POINTS (TYP.) PRESSURE GAUGE AND IR RELIEF VALVE 250.000 BTU GAS HEATER BLOWER IN POOL AREA GROUND ALL BOXES, RAILS, LIGHT, MOTOR, ECT. W/ #8 WIRE FILTER 1 1/2" PUMP W/ �� IAIR & LINT STRAINER ti v ti 8" MAIN DRAIN (ANTI — VORTEX) PIPING SCHEMATIC N.T.S. NOTE: ALL ELECTRICAL SHALL CONFORM W/ N.E.C. ART. 680 PUMP 1 -2P -20 MOTOR /9 AMP MOTOR 2 -2P -20 MOTOR /12 AMP ( 2 -1P -15 LIGHT 5 AMP 2 -2 - 00 YEKTA KAVASOGLU P.E. # 41310 w m w 2 O � >' o C1 t, V i a J LL W W O 0 C/) — < Z g O rn Ln 0 N cr Ix 0 w w (NA w 0 N qU : 3 0 0 0 J 0 ~ z w z 5 w 0 0 0 m I m J m U co � � z F o a o 1 n CD m a.; i1 O t1 C tj cv, • V • POOL DATA & EQUIPMENT SIZE & DEPTH: 17' X 32' 3' TO 6' CAPACITY: 14,204 GALLONS PERIMETER: 87 LF 422 SF PUMP:1 HP 2HP THERAPY FILTER: 100 SF QTY RETURNS: 3 TILE: 6 STANDARD LIGHTS: 12V,100 & 75 W COPING: BULLNOSE -BRICK SWIMOUT: 18" X 48" CLEANING LINE: YES CHLORINATOR: AUTO PILOT HEATER: GAS TYPE OF PATIO: PAVERS DOD: NONE EXIT RAILINGS: NONE SCREEN: NONE POOL FINISH: DIAMOND BRITE TURNOVER 12 HOURS ( MAXIMUM ) 3 .9 HR MISC: NOTE: PRIOR TO ELECTRICAL ROUGH ELECTRICAL CONTRACTOR SHALL SUBMIT A REVISION TO THESE DRAWINGS SHOWING EXISTING SERVICE WITH ADDITIONAL LOAD CALCULATIONS AND EXPECTED AS -BUILT CONFIGURATIONS IF DIFFERENT FROM THESE DRAWINGS. TILE - (TYP•) 18 SWIMOUT DETAIL N.T.S. WATER LEVEL 9 MAX ELEVATION OF DEC( • IN RELATION TO HOUSE: MIN.'4/ BELOW FIN. FL. • CERAMIC TILE HAND HOLD MAX. SPACING SHALL NOT EXCEED .48 HAND HOLD DETAIL NTS SOIL STATEMENT WATER LEVEL 6" WALL W / #3 0 6" 0/C EACH WAY OR W/ 2 MATS OF #3 0 12" 0/C EACH WAY. . SEE TYPICAL WALL SECTION FOR DETAILS 8" AUX. POOL DRAIN WI ANT1- VORTEX GRATE SECURED W/ SCREWS. AUX. POOL DETAIL SOIL AT SITE IS SANDY AND HAS A 2000 PSF SAFE BEARING CAPACITY AFTER EXCAVATION AND COMPACTION SHOULD ANY MUCKS, MARLS, OR OTHER ORGANIC SOILS BE DISCOVERED ON EXCAVATION, THEY SHOULD BE REMOVED IN THEIR ENTIRETY, THIS POOL REQ. 1000 PSF BEARING CAPACITY. HYDRAULIC UPLIFT COMPUTATIONS FLOOD CREST ELV. FOR AREA = 7.0 MSL TOP OF POOL ELV. = 9.85 MSL BOTTOM OF POOL ELV. 5, $5 = 446. MSL HYDRAULIC HEAD - 3, 1 5 ALLOWANCE HYDROSTATIC VALVE _ -2.0' NET HYDRAULIC HEAD 14 1 USE MIN. 6" THICK CONCRETE FLOOR SLAB ✓ N. T. S. 2 -2 -cc) YEKTA KAVASOGLU P.E. # 41310 w 0 0 w 0 cc 0 o 3 0 c 0 0 0 in i o 0 cc U co � re) `` cc z f - o �a Q � o a in 0 co m W Q.; ccj COPING PATIO 2 "X8" SPILLWAY OR WALL 2" BELOW BEA 7' 0 p . 0 z � (4 N zb? 11 Le • Coalmine • - Romance Fd -.Ford o • C11000140 - at AIW ••• Acid II *Sp 01 - Ono Sot Ina • ',v . ••• ••!: ....V • • , • • . • • • •„. 4 4 • t• • '1 • . ' • A:4 • • • • •••• • - • ••• • • 4. I.. • ie Notes Land* Wooi were ant WWI cted An ...swords wed/ cs dgrd • Ol• ways of 14441d. Lagal desceipSon p400 clod 61 Oda Semummunedee ocise 011/A. Bee - . NOY Damn d•-• .1 Cr.f. 47- Nwinesaanorssmtemw 1 REMED: o sunds e add Fist 0 56 dv .4 10 in • LEGAL DESCRIPTION: • • Lots 19 and 20. 81ock 11, AMENDED PLAT OF NIAMI ! SHORES SECTION NO. 1, 9Ccording the plat thereof as recorded in Het Book 10, Page 70, of the Public' Records of Dade County, Florida., SURVEY FOR: VORASKIE, Ellen 59 NE 101 Street, Miami Shores. TL 3311S Certified to; - Ellen E. Eoraskie Attorneys' Title Insurance rund, Inc. Margaretten Company, Inc.. its successors Fieldstone _A tester, P.A. mnsweemAmmmeeme,.... SURVEYORS SEAL BOUNDARY SURVEY ...mi. saa.0410..4•444■414 4•01.44 111106 4.94.646 1144•4 014.41•••••••• 9•44441 0 ens. • Ph OP •00•• 110.0*. 010*.1l • C 1101 OM 408.000..00. ••• 00 .10 Paw 0•01. ••0000 Me. 01 • ( GiAftY B. CASTE]. 111.41.1ined L•nd Samna NO. 418 ems oi sadfor assigns I DATE: / 0- - GARY B. CASTEL SURVEYING, INC. LAND SURVEYORS 12216 SW. 132od COURT. MAW. FLOSIC1n SUSS 1305) 253•9720 (3651 253-0/47 2041no. ( 192-)170 • . . FOR to POOL POOL LOQATION QNLY A. YEKTA KAVASOGLU, P.E. 6500 W. Rogers Cir. Ste #8000 - Boca Raton, FL 33487 A. YEKTA KAVASOGLU, P.E. FL. Reg #41310 Civil-Structural • -4 = APPROVED BY ATE ZONING 7V00 STRUCTURAL 4 #41 i ELECTRICAL - PLUMBING .01 Z ---tr-c:, MECHANICAL ...- ROOFING BLDG. OFFICIAL _ SUBJECT TO pOMPLIANCE WITH ALL FEDERAL, STATE AND COUNTY ' :.;`.: RULES AND REGULATIONS. MIAMI SHORES VILLAGE ASSUMES NO RESPONSIBILITIES FOR ACCUP,Y OF OR RESULTS FROM THESE PLANS. COMPLIANCE WITH THE SOUTH FLO ^1DA SWIDING CODE AS ADOPT[: 4 IAMI SHORES VILLAGE IS REOUIREf). THE ARCHITMT, CUILDE;=: , .. ; M.ACTORS ARE CHARGED WITH THE KNOWLEDGE OE All 8' . " . • Cfi1ATIONS WHETHER OR NO rrEC1FICALLY N;CATED HERE`r 1 /0. S T. MIAMI SHORES VILLAGE i �ve. vo Need Y nsu �'' ro �peA v e r l f C (05 be � 1 K see 11 X 17 MINTED ON 140. 100014 =MAMMY • A\ • •... • • II , • 1111111111111111111111•1 MOM. €/#94/r eoari pAce,/, eacVl CIOS47" woe ,zoo,e Paw* 9/76 vP4 4 ied 03" SCALE: 46 Vow," DATE: zve 25-90 APPROVED BY: M. J;?. • 6, 134Tficel.wm Avs me4 m ?CHt fLAKI 4) FLAN. — 35 a e". /ot 3t. M 14m _1'R DRAWN BY r 4 . P a REVISED el4c _DRAWING NUMBER A-I • 6 4 sZ 2 -2 7 e /zOD2 ,z7Leuir 4 " /4' 7" d►1 A ► /3 -/" /5 Z5" P>h►T+hge 9 Net A2171 T 1 D tI 4G1 "T 1)(14z M MAX %S *G. i-rk 1 SCALE:OM7✓ DATE: Dee- 75-90 APPROVED BY: MP4 2i4- 594/e .a. sr / M 1/0 *1 Hceecri DRAWN BY M , l , REVISEb e, DRAWING NUMBER . ..•■ .. AL. 1 1 ' fr /WM/7 ‘711477.01/ 11 X 17 PRINTED ON NO. 100014 CLEARPRINT • ••••••••"' or • ezzazzay A 0 Ye'cr-o- 4 fi:e0A/7" eeeor/oil 1 3 7 , 6 . g e V i F . 0 4 - A P r > ET I M . ..‘L;26,Wr - - 1•4M max ?4 NftT APPROVED BY: SCALE: 49 5.11owAl , DATE A 26- cio r -0 -' 1■0 • Y/V1 " 10 . 1■1 1 - 59•de. / 54 ) MI 4M 1 l'4 DRAWN BY M p. REVISED DRAWING NUMBER A-3 { Lf Pep y /olosack ,44 � .7 9 40'W E- 44 _ 47- oP, JH* 11 X 17 PRINTED ON NO. 100011 CIEARPRINT • .1 Pea/Y.814/4f 5 "x6" 4 :1" C6L 8'- 19 2 "K 6 PT. (' /(o .c/u ,e,e /�aac W/'/ u) -a E / r S// E ( dUNG N /6" /O' Fooree /2 r , CC- co MT) 5iXak 007 ' ?, t O /t C7 td 611 co/2 ie5 571121/ G. :aI-- pera/c Q 2 ,#5 veer /4 :1' - o" / P>IL CEGG cJ /a0,t/C.eET3 frao2 peiii- &4r,/ azw 440 ezow - .440 /r/ox/ D77q/L A 13285 Stu 124 STREET SUTE*14 NMa33186 ,Y/ 77p4 W4cc 2' x 6 PT c E *eZ .Ndee/Cdi ,/4#'te Wove /cewe Pr (a' /b' FL ov►2 Jo Ivr4, RODRIGO rL CADAViD COMM* ENGINC -e5 SCALE :45 S ' / cvvL& STRK1 FRXESS101A16IGNEE DATE :Q '. - 90 PA/�,2„ ai/5 4110 1 O Fdr Pa *2 f:CTEIZiOR 2" XG' nro /6'c.0 Jai S 7fr 6rP4f/S /a/[ &r A 12a oG 2x6' Pr Lgp ,,� � 1 pey 3.4 w.u L FCee y $rerP / X 2i o N(wo o02 . a p- &plow er 2* 5 eo<�: Y TrP� id L 10411 e11 SECT /e JJ �c��yssao IS �CR�M. A�DJ71O�1 � G LO �iE .. - MR MZS 'MAX � . �k scK N IK coos) 3+ass� ATM M. 4. D l OM 4_ G t. "f P.E APPROVED BY: P- 57 st. 8 11 K' - " ,O .1.41 40/ ' BOCK teze M4rrN/ij(j EX /5T 14 C TaccO FIµ1b,W u /4 /' -O' c ' X /2' ric5e4y 0 co,Ir DRAWN BY • REVISED 1Z1 SALT DRAWING NUMBER THESE PLANS ARE APPROVED FOR ISSUANCE OF A BUILDING PERMIT VARIANCE(S) LISTED IN "REMARKS" MIAMI SHORES BUILDING AND ZONING UNLESS SPECIFICALLY LISTED BELOW. AND COUNTY LAWS MUST BE COMPLIED Aut'o•i'ed S'gn^ture Date • WITH NO VARIANCES 0 WITH NO OTHER DEVIATIONS FROM THE ORDINANCES WILL BE PERMITTED, ALL OTHER APPI,ICABL E STATE WITH BY ALL PARTIES. FIRE DEPARTMENT PUBLIC WORKS POLICE DEPARTMENT 3/ t9 BUILDING DIRECTOR � PLANNING & ZONING BOARD VILLAGE COUNCIL APPROVAL. PRELIMINARY: FINAL: REMARKS: , COMPLIANCE WITH THE SOUTH FLORIDA BUILDING CODE AS ADOPTED BY MIAMI SHORES VILLAGE IS REQUIRED. TEE ARCHITECT, BUILDER & SUB CONTRACTORS ARE CHARGE? WIT T '' r K"O wLE".GE ^F M BUILD- ING REGULATIONS WHETHER,DR, NOT SPECIFICALLY INDICATED HEREIN.