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1070 NE 96 St (3)DOOR SCHEDULE 28' - -O" TYPE - O POOL SEE SHT. S -3 FOR POOL STRUCTURAL DRAWINGS. SADDLE JAMB i „0 -,L 1 O/H GARAGE METAL 8'- O "x7' -O" WPS 2x6PT. DCPA PANEL DOOR SCHEDULE DOOR TYPE MATERIAL SIZE SADDLE JAMB REMARKS 1 O/H GARAGE METAL 8'- O "x7' -O" WPS 2x6PT. DCPA PANEL 2 SOLID CORE METAL 3'- 0 "x6' -8" WPS METAL 1 HR RATING METAL DCPA 3 FRENCH ALUM /GL (2) 3'- 0 "x6' -8" WPS ALUM DCPA W/ CAT. II SAFTY GLASS 4 SOLID CORE WOOD (2) 2'- O "x6' -8" NONE WOOD PANEL 5 POCKET DR. WOOD 3'- O "x6' -8" NONE WOOD PANEL 6 POCKET DR. WOOD 3'- 0 "x6' -8" NONE WOOD PANEL 7 SOLID CORE WOOD 2'- 6 "x6' -8" NONE WOOD LOUVERED (RETURN AIR FOR AHU) 8 SC BI -FOLD WOOD 2'- 6 "x6' -8" NONE WOOD PANEL - 9 SC BI -FOLD WOOD 3'- O "x6' -6" NONE WOOD PANEL SEXIST BATH ±9'- 0"x5' --0" EXIST BEDROOM #1 ±14'--6"x16-3" EXIST FRONT PORCH cI ID - C:\lProjects\MoxweiI\01-173p.dwg - Mon. 9 Dec 2002 9:29 ,30/ EXIST ENTRY EXISTING DINING ROOM ±16' -3 "x11' -6" EXIST BATH 1 -- ±7'-7"x8'-3" cl. EXISTING LIVING ROOM ±22' -0 "x11' -10" IC FL E,EV = Y11 94 +NGVD TYPICAL EXISTING 4" FRAME WALL EXIST BEDROOM # ±12' -3 "x12' -0" EXISTING KITCHEN ±12' -5 "x11' -2" L — -- T EXIST BEDROOM #3 t16' -1 "x12' -2" EXIST AHU TO BE RELOCATED FLOOR FLA\ 1_ ° io _ 3 -O" - ±55 EXIST. STRUCTURE SCALE 1/4" = 1' -0" ) i` v ° a. 4 EXIST LIBRARY - ±17' -2 "x12' -2" EXISTING WINDOW TO BE REPLACED BUY GLS. BLOCK SHR DOOR TO BE CAT 11 SAFETY GLASS 6'-0" u EXIST. 4 FFL E 11.78 +NGVD 8' -8" 16i" 3 WALL LEGEND L AH U • CONC. PAD /C.U. EXISTING CMU WALL EXISTING FRAME WALL NEW CMU WALL NEW FRAME WALL EXIST PATIO ±16'-1"x12'-2" TYPICAL EXISTING 8" CONC BLK WALL CONC BEAM ABOVE ( 2) RISERS 0 6 3/8" ALUM.. COLS TO BE PR V,I�L SCI 8"f l A UiFAE ±14' -8" EXIST. STRUCTU'E LOSET TYPICAL NEW 4" FRAME WALL MEDIA ROOM RELOCATED WATE HEATER 10' -4" • 1'- 10 "x1'- 8 "x1' -10" 37 > A SOFFIT NOTE: PER NFPA SECTION 21-2.4.3 AND 21-2.4.4 "EVERY CLOSET DOOR _ATCH SHALL BE SUCH THAT CHILDREN CAN OPEN THE DOOR FROM INSIDE THE CLOSET "EVERY BATHROOM DOOR SHALL BE DESIGNED TO ALLOW OPENING FROM THE OUTSIDE DURING AN EMERGENCY WHEN LOCKED." EXIST. CONCRETE PLANTER 3' -0" NEW k EFL LEV = 10,38 +NGVD SLOPE ±1/4" PER FOOT 22'-0" aN 110 111111N 44 8" // 6 ' -3 " p ' 14,1, 4" 4" FRAME WALL, 3/8" CDX PLYWOOD UNDER 5/8" TYPE 'X' GYP. BOARD W/ 4" R -11 INSULATION POOL ROOM TRAY CEILING 15' -0" NEW ELEV = 10.72' +NGVD 20' -6" 3'-9" • 1' -0" 0 " TYPICAL NEW 8" CONC BLK WALL 22' -0" 4 2' -6" ALUM: COLS TO BE PROVIDED BY MANUFACTURER 3'-4" 8' -4" 1' -4" �t . 3' -3" 0 STORAGE FFL ELEV = 10.72' +NGVD CEILING TO BE 1X3 FURRING 16" 0.C. (1) LAYER 5/8" TYPE 'X' GYP. LATH 6d CEMENT COATED OR RING SHANK NAILS 6" O.C. PAPER TAPE EMBEDDED IN CEMENTITIOUS COMP. OVER JOINTS. EXPOSED NAIL HEADS COVERED W/ COMP., FIBERGLASS BATT INSUL. R=11 MIN. N • rn I N 0' -0" NEW 5' -0" HIGH PRIVACY WALL 17' -5" 2X6 PT JAMB FASTEN TO REINF. CONC. COL. W/ 1 /2 "DIA. EXP BOLTS 24" 0.0. MIN. 6" FROM TOP & BOTTOM (TYP EA. SIDE OF DOOR) PROVIDE 120 SQ. IN. VENTS FLUSH W/ GARAGE FIN. FL. (TYP) 1' -5" 3' -4" 5' -5" 3' -4" N111111N11N11 11111 1 4 " 8" 1✓ 8" 8" • <t HESE DRAWINGS THE IDEAS CONCEPTS, AND CESICNS EXPRESSEd HEREIN ARE THE SOLE PROPERLY OF THE ARCHITECT. NO USE 'REPRODUCTION, CR DISSEMINATION MAY BE MADE OF THIS DOCUMENT AND THE CONCEPTS SET FORTH THEREON FOR ANY PURPOSE W WITHOUT THE PRIOR 'WRITTEN CONSENT OF ROBERT BARNES ARCHITECT ROBERT BARNES & ASSOCIATES GrD 200 NO. REVISVONS GATE L�J _LJ AS SOC' A E- Architecture and Planning AR0010526 221 N. Krorne Avenue Horrestecd, FL 33030 (305)247 -6150 (305)853 -0008 it PROJECT NO. CADD FILE 01— 173 5REVO1 -173P DATE LAST ENTRY 03 -04 -03 DRAWN by CHECKED by H DMT JRB 1i DATE ASSIGNED DECEMBER 2001 SCALE AS SHOWN :RAWING NUMBER L .] \ 1A J 1 ( PROJECT NO, 1 01 -1 73 CADD FILE �' 01 -173e1 I DATE LAST ENTRY 03- 04 - -03 WN by DMT CHECKED by JRB I J H DATE ASSIGNED DECEMBER 2001 )a SCALE I AS SHOWN DRAWING Z....\ r ---- 1 NUMBER 1 G - II ± 8' -6" ELEV. - C •\' Pro ects \Va eil \C -1 -7:3s-I d i Mom 9 Cec 2002 - a' 29 NEW ROOF TILES TO MATCH EXIST. & Fin,FL. ® MEDIA /POOL RM. 10.72' ELEV, Ac Fin.FL. ® GARAGE 10.22' ELEV. 1u2A - i d1 STUCCO AND PAINT TO MATCH EXISTING ALUMINUM TRELIS BY MANUFACTURER REFER TO SHOP DRAWINGS FOR SPECS. NEW ROOF TILES TO MATCH EXIST. EXIST ±3:12 ROOF BEYOND STUCCO AND PAINT TO MATCH EXISTING EXIST ±3:12 ROOF BEYOND soT W =ST . ., 40 1 N ?,4 # 0,3.07o/./..1 1- AST _L_VAT , ' °vYY1..., I VATIO\ J - VA SCALE 1/4" = 1' -0" SCALE 1/4" = 1 —0" SCALE 1/4" = 1' - -0" 12 SLOPE1±3 a T " 111 r IP ■r .'fir • P di lY , 00., a - b1 , � � .Y1 o Ar tk t'3 - 2b /// EXIST BEYOND BEYOND aee /JoA x3 l. a, NEW ROOF TILES - TO MATCH EXIST. 03 -o STUCCO AND PAINT TO MATCH EXISTING TT MATCH EXIST. SLCPE T.O.B. t 8' -6" ELEV. En.FL. 0 MEDIA /POOL RM 10.72' ELEV F n.FL. CAD GARAGE + y 10 ELEV THESE DRAWINGS THE IDEAS HEREIN AND DESIGNS SOLE PROPERIT'( OF REPRODUCTION, OR C DISSEMINATION MAY BE MADE OF THIS DOCUMENT AND THE CONCEPTS SET FORTH THEREON FOR ANY PURPOSE WITHOUT THE PRIOR WRITTEN CONSENT OF ROBERT BARNES A SOCIAT, ROBERT BARNES Q zoo REVISIONS 1 DATE J 1 Fr:--:D 0� Tom Cop _J n ° n n' LC) CT) L CD CY ROBERT E3AR \.S ASSOC,IAFF Architecture and Planning AR0010526 221 N. Krome Avenue Homestead, FL 33030 (305)247 -6150 (305)853 -0008 j DOOR SCHEDULE DOOR TYPE MATERIAL SIZE SADDLE JAMB REMARKS 1 O/H GARAGE METAL 8'- 0 "x7' —O" WPS 2x6PT. DCPA PANEL 2 SOLID CORE METAL 3'— O "x6' -8" WPS METAL 1 HR RATING METAL DCPA 3 FRENCH ALUM /GL (2) 3'-0"x6' —8" WPS ALUM DCPA W/ CAT. II SAFTY GLASS 4 SOLID CORE WOOD (2) 2'- 0 "x6' -8" NONE WOOD PANEL 5 POCKET DR. WOOD 3'--- 0 "x6' -8" NONE WOOD PANEL 6 POCKET DR. WOOD 3'- 0 "x6' -8" NONE WOOD PANEL 7 SOLID CORE WOOD 2'- 6 "x6' -8" NONE WOOD LOUVERED (RETURN AIR FOR AHU) 8 SC BI —FOLD WOOD 2'- 6 "x6' -8" NONE WOOD PANEL 9 SC BI —FOLD WOOD 3'- 0 "x6' -8" NONE WOOD PANEL -PROUECT NO. 01 -173 28' -0" „- DRAWN by DMT CHECKED by JRB DATE ASSIGNED DECEMBER 2001 0 I In POOL SEE SHT. S -3 FOR POOL STRUCTURAL DRAWINGS. I „0 -.L DRAWING NUMBER 1 1�'- / A\ ,, -PROUECT NO. 01 -173 CADD FILE 5REV01 -173P I DATE LAST ENTRY 03 -04 -03 DRAWN by DMT CHECKED by JRB DATE ASSIGNED DECEMBER 2001 SCALE AS SHOWN ,,\. DRAWING NUMBER 1 1�'- / A\ ,, 1 P. o f c t s \ EXIST t9'- 0 "x5' -0" EXIST BEDROOM #1 ±14' -6 "x16 -3" EXIST FRONT PORCH T cl eoxwelI \01 — 1 73p.dwg -- Mon, 9 Dec 2002 — 9:29 EXIST BATH t7'- 7"x8' -3" EXIST ENTRY J C I ._11_ H I cI. EXISTING LIVING ROOM ±22' -0 "x1 1' -10" EXISTING DINING ROOM ±16' -3 "x11' -6" cI FL ELEV = 1 1.94' +NGVD tt V� fee TYPICAL EXISTING 4" FRAME WALL l 71/ X >� EXIST BEDROOM #2 f12' -3 "x12' -0" EXISTING KITCHEN ±12' -5 "x11' -2" EXIST BEDROOM #3 ±16' -1 "x12' -2" EXIST AHU TO BE RELOCATED 'LOOS PLA\ rcr t55' -2" EXIST. STRUCTURE 3'-0" CO I 0 0 E F_IS�.E_LEV 1`fF 1.78' +NGVD 92 " Z. Aproggimira SCALE 1/4" = 1' -0" 4/ EXIST LIBRARY ±17' -2 "x12' -2" TYPICAL EXISTING 8" 7 f CONC BLK WALL 3 EXISTING WINDOW TO BE REPLACED BUY GLS. BLOCK SHR DOOR TO BE CAT II SAFETY GLASS 6' -0" -i 2 —6" WASH. DRYER L_—__J 4 AHU WALL LEGEND J EXISTING CMU WALL - EXISTING FRAME WALL m NEW CMU WALL NEW FRAME WALL CONC. PAD /C.U. EXIST PATIO ±16'-1"x12'-2" QCD CLOSET — TYPICAL NEW 4" FRAME WALL 1. CONC BEAM ABOVE 2) RISERS 6 3/8" RELOCATED WATE HEATER ALUM. COLS, TO BE PROVIDED BY --� FF = 1 MANUFACIURER 1'- 10 "x1'- 8 "x1' -10" 70 A/C DUCT SOFFIT ABOVE NOTE: PER NFPA SECTION 21 AND 21-2.4.4 "EVERY CLOSET DOOR LATCH SHALL BE SUCH THAT CHILDREN CAN OPEN THE DOOR FROM INSIDE THE CLOSET "EVERY BATHROOM DOOR SHALL BE DESIGNED TO ALLOW OPENING FROM THE OUTSIDE DURING AN EMERGENCY WHEN LOCKED." F EXIST. CONCRETE PLANTER 3' -0" NEW filbp FFL ELEV = 10.38 +NGVD SLOPE k1/4" PER FOOT 4" FRAME WALL, 3/8" CDX PLYWOOD UNDER 5/8" TYPE 'X' GYP. BOARD W/ 4" R-11 INSULATION POOL ROOM TRAY CEILING 15' -0" NEW FFL ELEV = 10,72 +NGVD 20' -6" 22' -0" c TYPICAL NEW 8" CONC BLK WALL 3 ' -4 " - ALUM COLS TO BE PROVIDED BY —� MANUFACTURER 22' -0" ° 111111;x] 111111111111111111111111111111Th 1111111111111111111111111111111111111111111111 INN 'Ay> O STORAGE 8' -4" . _d 7 — NEW otj FFL E `iv 10.72 +' NGVD CEILING TO BE 1X3 FURRING © 16" 0.0. (1) LAYER 5/8" TYPE 'X' GYP. LATH 6d CEMENT COATED OR RING SHANK NAILS 6" O.C. PAPER TAPE EMBEDDED IN CEMENTITIOUS COMP. OVER JOINTS. EXPOSED NAIL HEADS COVERED W/ COMP., FIBERGLASS BATT INSUL. R=11 MIN. 1' - 4" _! + `r —3 " / 1 /2" 0 0 1„, N 10' -0" 17' -5" lv 2X6 PT JAMB FASTEN TO REINF. CONC. COL. W /1 /2 "DIA. EXP BOLTS 24" 0.0. MIN. 6" FROM TOP & BOTTOM (TYP EA. SIDE OF DOOR) PROVIDE 120 SQ. IN. VENTS FLUSH W/ GARAGE FIN. FL. (TYP) 3' -4" 3' -4" 5' -5" NEW 5' -0" HIGH PRIVACY WALL 8" — r 3'-4" __ 8„ 8 " u) OS DRAWINGS, AND DESIGN XPRESSED HEREIN ARE THE SOLE PROPERTY OF THE ARCHITECT. NO USE REPRODUCTION, OR DISSEMINATION MAY BE MADE OF THIS DOCUMENT AND THE CONCEPTS SET FORTH THEREON FOR ANY PURPOSE WITHOUT THE PRIOR WRITTEN CONSENT OF ROBERT BARNES A RCHITECTS ROBERT BARNES AT cQ 2 001 I U D 1 1 J 1 J J n '1 C 1 L___ (D) z) DATE LiJ //\ 1. ROB -RT BARNIS ASSOCIA :S Architecture and Planning AR0010526 221 N. Krome Avenue Homestead, FL 33030 (305)247 -6150 (305)853 -0008 73 NO. ii r PROJECT o C i ADD 1 _1:1 DATE LAST ENTRY 03-04-03 DRAWN by DMT CHECKED by JRE3 DATE ASSIGNED DECEMBER 2001 SCALE AS SHOWN DRAWING NUMBER /A r Li ,-- 1......_, THESE DRAWINGS, THE IC EAS, CONCEPTS, AND DESIGNS EXPRESSED HEREIN ARE THE SOLE PROF ERTY OF THE ARCHITECT. NO USE, REPRODUCTION, OR DISSEMINATION MAY BE MADE OF THIS DOCU VENT AND THE CONCEPTS SET Fr.)RTH THEREON FOR ANY PURPOSE WITHOUT THE PRIOR WR1 ['TEN CONSENT OF ROBERT BARNES ARCHITECT, ROBERT BARNES & ASSOCIATES. 0 200 NO. REVISIONS akTE \JI• ± 8-6 ELEV. ID - C 01-173.el.dwg - Mon, 9 Dec 2002 929 NEW ROOF TILES TO MATCH EXIST. Fin..FL. CP MEDIA/POOL RM. 10.72' ELEV. Fin. FL. @ GARAGE 10 .22' ELEV. /YoArA e tp /, / STUCCO AND PAINT TO MATCH EXISTING NEW ROOF TILES TO MATCH EXIST. EXIST ±3:12 ROOF BEYOND STUCCO AND PAINT TO MATCH EXISTING EXIST ±3:12 —\\ ROOF BEYOND + 40.5 psf. - 53.2 psf. ALUMINUM TRELIS BY MANUFACTURER REFER TO SHOP DRAWINGS FOR SPECS. 44. )04.6 4).0 7 obi; 0 SOJT1 1 WHST IAST EIL SCALE 1/4" = 1' -0" ^A VATION — VATION SCALE 1/4" = 1' - 0" .4 .1 1_1-J SCALE 1/4" = 3 12 SLOPE I ±3 . riarstroff mum 1 11. 111 ...11111 II ILO boo Moon 10 a AMR T or .11 0 ..* EXIST ±3:12 ROOF BEYOND • • L ,A[0.9,) a ) 0 A- 123 -,// e Alodiktoa-o40 NEW ROOF TILES TO MATCH EXIST. 0,4 /V o A 1! 0.1 STUCCO AND PAINT TO MATCH EXISTING p `0) y ( ye A # 403 - Liao MATCH EXIST. sal N ..... i SLOPE IL P 1 .1 IL Jal 46 T.0.0. `-w± 8' -6" ELEV. ApFin.FL. MEDIA/POOL RM, 10.72 ELEV. Fin,FL, GARAGE " ELEV. 1 1 1 AR0010526 221 N. Krome Avenu Homestead. FL 33030 (305)247-6150 (305)853-0008 v L.LJ CD LT: (-r) LL C) LLJ LJ -‹c —J L_LJ . . LJ CD oc E3AR\FS ASSOCIATESb Architecture and Planning ANC1-142 C //A To us GONC, 8(-Oa< V✓004 GONG, w00 o A ( A (0 7 4 13 9 3 7 .000 ALUM. C :1 �o g 3. 9 .032 At UM. 0a0 ALUM. 11 INUM STORM PANELS MUM PANEL LOAOS VS. SPANS I . DEFLECTION = SPAN /30 OR 2" En Z CY O Q co m N (n Z • > J a w cncn zo <1 <C. CL O J Z E O Er J H O W F- F- Z En Q a J z H ANC1-142 C //A To us GONC, 8(-Oa< V✓004 GONG, w00 o A ( A (0 7 4 13 9 3 7 - D C :1 �o g 3. 9 Art cNo2 CkA r 7'o Us6 Csodc". aGOGk wove, GONG, w00 o A ( - - /3 4 , C 3 7 - D G -- g 3. ANC /Jo, c//ever TO u,5 Csodc". aGOGk wove, 4 8 2 1 0 • 8 .5 , C . - 7 C EN /Cl/02 CEIs�EZ 7 A Q •C3 1 C. 1 0 • 3 2.500 LOOK ANGLE ,J60 . 076 1.312 3.062 062 (z) 3 190 - - 2 .0 00 re- ..x; f re--1.625 WALL MOUNT U E ADEP. J 4 1180 - a» - - -,06a TyP. CEILING MOUNT HEADER I 1.35 SILL FOR SPRING CLIP 2 M it..), 1 • <� PANEL_ /16 ALUMINUM PoP 2\\/ET w / S TEE L MAND4�EL 0 18" O.C. MAX. CLIPS .F- 1,00 2) F2EE SPAN 1 NCNES l (2) 0 // )() .7 5 -• 5T012M - PA)-.1 �l__ F2EE. SPAN INCHES APkCi1oR ID v4 eeoL w /NUT 4 W4514E2 @ t2" CpM/C. Fr,e1,E /a N Ci.1o, D --- C on( C . l/s E F12EE 9Ppt' I NCt- I tS .052 OR .040 4 T - 1 0• L / ' // // // // 1 NAo : PANELS Cit1 BE I+ V2ricALLY 02 0 ZOr1 rALI_>i USING APV 3! . NCI 4O I IJG DET/-\ILS APPROVED AS .;OMP4.YIN0 WITH THE SOUTH FLORIDA BUILDING CODE DATE 0. • 19 ( 1 BY l l _�l �.► PROOUC CONTROL DIVISION BUILDING C0O,1 COMPLIANCE OFFICE ACCEPTANCE NO.21-•Q`y(")I21g ANCHOR (A3= 1/4" TAPCON 1 -3/4" EMBEDMENT TO CONCRETE 1 -1/4" EMBEDMENT TO BLOCK ANCHOR BO = #14 S.M.S. W/ RAWL SCRU -LEAD INTO CONCRETE (IY eEMM 3. ANCHOR ©= 1/4" x 1-1/4" HILTI METAL HIT ANCHORS 1" EMBEDMENT TO CONCRETE OR BLOCK ANCHOR ©= 1/4" RAWL CALK -IN W /FULL $Qt i EMSS-DME1T ANCHOR ©= #14 S.M.S. INTO WOOD, 1-1/2" MIN. EMBEDMENT NOTE: ANCHORS, USE FULL EMBEDMENT IN CONCRETE BEYOND THE COVERING (STUCCO, TILES, ETC.) w a_ L H w w 0 0 0 � J (9_ 60 F R ASCE 7 -80 WIND LOAD REQUIREMENT REFER TO SEPARATE TABLES DESIGN LOADS - PSF SOUTH FLORIDA BUILDING CODE ELEV. FT. 0 - 5 5 - 15 15 - 25 25 - 35 40.7 35 - 55 55 - 75 75 - 100 100 - 150 150 - 250 250 - 350 - F(-)2 LOA-NV l". TALES BASED 0) ACE- I-E3$ SEE ,QL -- 412cc - _p. DRAW INS N°- 94 -01 NON COASTAL ALL BLDGS 2.1 . 2 29.7 36.3 45.1 50.6 55.0 60.5 69.3 78.1 1 BLDGS 60' OR LESS' BLDGS OVER 60' INTERIOR 24.6 30.2 37.0 41.4 45.0 COASTAL EXPOSURE END ;INTERIOR 28.6 35.1 12.9 48.1 55.3 70 80 90 100 FREE PANEL SPAN - INCHES 2 6 . •1 32.4 39.6 44.4 49.2 55.2 60.0 66.0 75.6 85.2 PANEL PERFORMANCE GRAPH 11 END 11.8 51.3 62.7 70.3 77.9 87.4 95.0 10.1.5 119.7 134.9 120 rl&WWW SOUTH FLORIDA BUILDING CODE S s, Cl../ PS 6" 0,c, " \ H ANCHOR SPACING CHART 2 KnomEo ANCHOR SPACING CHART 6 wIWocii, .1{ ANCHOR SPACING CHART 3 wra,toa -: a 4.14) .7 ANCHOR SPACING CHART wronou -3.3 1 ANCHOR SPACING CHART 4 wlcMx 4 -1 . 13 IIIIL - \ ■ 1 THR 6 8 9 At`CHO CHC SP THRU 1 15" lifilbillell , , , 1 \ a E, " ril. . EN IMINIIK 1111111111111% iiiiinpaT, 11111 NAM. IN MK E. J ` NEM \ 24' 'N'''N'''''''''-iir.........„....„...s....._ ELIO ` 1 1 1S"Mme. " THRU 18" ANCHOR N N SF ACE l . 9' AID HO 21' aria_ - al �`_ ALIODUI.,.. 6 THRU 21" Za ANCHOR I I ! SPACE I V , i I I ---Imummi 1 1 1 7 :- t 1 1 T T I T t EMI! V I I I a 4" I I ... 11111, r T T T 1 1 1 1 V I I I III t :: ,- y II Mi AO ' T MI. SP 111■..._ Millii 1 - 1" - 6.o1 7 NE 1107 1 8' AN' .. 100 1 1 r 1 1 1 V I I I I I 1 W I T T 1 1 1 T W I T It t II r 7 1 1 1 W I - I r T 1 1 1 r I r T 1 1 1 1 1 1 I t t 1 I T T I 1 1 1 1 V I I I 1 1 1 1 IT , T r i i r I I I T l t t r i I t 1 " . \ H ANCHOR SPACING CHART 2 KnomEo ANCHOR SPACING CHART 6 wIWocii, .1{ ANCHOR SPACING CHART 3 wra,toa -: a 4.14) .7 ANCHOR SPACING CHART wronou -3.3 1 CHART 5 IIIIL - \ ■ 1 THR 6 8 9 At`CHO CHC SP THRU 1 15" lifilbillell , , , 1 \ a E, " ril. . EN IMINIIK 1111111111111% iiiiinpaT, 11111 NAM. IN MK E. IMO NU NEM \ 24' 'N'''N'''''''''-iir.........„....„...s....._ ELIO ` 1 1 1S"Mme. " THRU 18" ANCHOR SF ACE l . 9' AID HO 21' aria_ - al �`_ ALIODUI.,.. . - . Za I I ! W I T I V , i I I ---Imummi 1 1 1 7 :- t 1 1 T T I T t EMI! V I I I V I I I I I ... 11111, r T T T 1 1 1 1 V I I I III t :: ,- II Mi AO ' T MI. SP 111■..._ Millii 1 - 1" - 6.o1 7 NE 1107 1 8' AN' .. 100 1 1 r 1 1 1 V I I I I I 1 W I T T 1 1 1 T W I T It t II r 7 1 1 1 W I - I r T 1 1 1 r " \ H ANCHOR SPACING CHART 2 KnomEo ANCHOR SPACING CHART 6 wIWocii, .1{ -..11 ANCHOR SPACING CHART wronou -3.3 1 CHART 5 IIIIL - \ 1 THR 6 8 9 At`CHO CHC SP THRU 1 15" lifilbillell , , , 1 \ a E, " ril. . EN IMINIIK 1111111111111% iiiiinpaT, 11111 NAM. IN MK E. IMO NU NEM \ 24' 'N'''N'''''''''-iir.........„....„...s....._ ELIO ` 1 1 1S"Mme. a+ l IIML11111■1111111 9' AID HO ' SPACE aria_ - al �`_ ALIODUI.,.. . - . I I ! W I T I V , i I I ---Imummi 1 1 1 7 :- t 1 1 T T I T t EMI! V I I I V I I I I I ... 11111, r T T T 1 1 1 1 V I I I III t :: ,- II Mi AO ' T MI. SP 111■..._ Millii I" - 6.o1 7 NE 1107 1 8' AN' .. 100 1 1 r 1 1 1 V I I I I I 1 W I T T 1 1 1 T W I T It t II r 7 1 1 1 W I - I r T 1 1 1 r - " \ H ANCHOR SPACING CHART 2 KnomEo ANCHOR SPACING CHART 6 wIWocii, .1{ -..11 SPACING C CHART 5 IIIIL - \ 1 THR 6 8 9 At`CHO CHC SP THRU 1 15" lifilbillell , , , 1 \ a E, " ril. . EN IMINIIK 1111111111111% iiiiinpaT, 11111 NAM. IN MK E. IMO NU NEM \ 24' 'N'''N'''''''''-iir.........„....„...s....._ ELIO ` 1 1 1S"Mme. a+ IIML11111■1111111 IILIPIiiimm aria_ - al �`_ ALIODUI.,.. . - . I I ! W I T I V , i I I ---Imummi 1 1 1 7 WI t t 1 1 T T I T t t I T t V I I I V I I I I I I T T I r T T T 1 1 1 1 V I I I III t - " \ H SPACING CHART 7 kRGNpC7 -1/ ANCHOR SPACING CHART 6 wIWocii, .1{ -..11 SPACING C CHART 5 h ANCHOR - \ 1 THR st . A CHC "ACE THRU 1 15" lifilbillell , , , 1 \ a . IMINIIK 1111111111111% iiiiinpaT, NAM. "\ 2 21' - \ 24' 'N'''N'''''''''-iir.........„....„...s....._ ANCHOR SPACE a+ . A ALIODUI.,.. . - . I I ! W I T I V , i I I I I I * 1 1 1 7 t I t 1 t 1 T 1 1 1 7 1 t T 1 1 t T t T II r I - " \ H ANCHOR SPACING CHART 6 wIWocii, .1{ -..11 SPACING C CHART 5 5 - \ \ 6 6 ' • T THRU 1 15" \ . "\ 2 21' - \ 24' 'N'''N'''''''''-iir.........„....„...s....._ ANCHOR SPACE a+ . A ALIODUI.,.. . - . --_ 1- I I" 6.o1 7 70 > >a0 1 90 1 100 1 1 - A \ H ANCHOR S -..11 SPACING C CHART 5 5 - \ \ 6 6 ' • T THRU 1 15" \ "\ 2 21' a+ . A ALIODUI.,.. . - --_ 1- I 6.o1 7 70 > >a0 1 90 1 100 1 1 ANCHOR SPACING CHART 9 XNCB -2 i lk ,,„ NC1,oR `PAC EN to a .■ simmaiimm 1S i!US _ '\4 1i1 L8" 11111111� VE ,41 --.. In IliN4I 16-11ra 2 co tV i9 0' 0o N 60 70 80 90 100 SLAT SPAN - INCHES SLAT SPAN - INCHES 60 70 80 90 10 SLAT SPAN - INCHES (1 110 120 60 70 80 90 1 11 0) SLAT SPAN - INCHES 1 ANCHORS: ANCHOR A ANCHOR B ANCHOR C ANCHOR D 70 80 90 1 ANCHOR E SLAT SPAN - INCHES 0 0 NOTES: ANY SHUTTER INSTALLATION MUST COMPLY WITH THE WIND LOAD REQUIREMENTS FOR THE PARTICULAR LOCATION. USE PANEL PERFORMANCE GRAPH TO VERIFY PANEL MATERIAL AND THICKNESS REQUIREMENTS. * USE CHARTS 1 THRU 9 FOR ANCHOR REQUIREMENTS. THE EXISTING STRUCTURE MUST SUSTAIN THE LOADS ,IMPOSED BY THE SHUTTER SYSTEM. 114 SMS INTO WOOD, 1 -1/2" MINIMUM EMBEDMENT 00 csa r- 1�. 0 U) H W 0 60 60 : 1/4" TAPCON, 1 -1/2" EMBEDMENT TO CONCRETE 1 -1/4" EMBEDMENT TO BLOCK : $$14 SMS W /RAWL SCRU -LEAD SHIELD INTO CONCRETE (1- EMBFa : 1/4" x 1 -1/4" HILTI METAL HIT DRIVE PINS 1" EMBEDMENT TO CONCRETE OR BLOCK : 1/4" RAWL CALK -IN INTO CONCRETE (FULL 8OT,N EV B DMD 70 80 90 1 SLAT SPAN - INCHES. 70 80 9 SLAT SPAN - INCHES 120 0 8. 1i d 03 U- V) W '0 0 O J H In 0) W O 0' 0) m , 0 0 4 O J 0) w 0 m w 60 70 80 90 100 SLAT SPAN - INCHES cV ANCHOR SPACING wuu;xs -1s CHA RT 8 80 88 96 104 112 SLAT SPAN - INCHES 11 120 .GENERAL iQIE5 1. THIS STRUCTURE IS DESIGNED AS PER THE SOUTH FL. BEDG. CODE 1988 EDITION FOR DADE COUNTY, 1991 EDITION FOR °ROWARD COUNTY ALSO FOR WIND LOADS AS PER ASCE 7 - -88 USING CORRESPONDING LOADS. 2. DESIGN CRITERIA FOR ALUMINUM, MINIMUM MECHANICAL PROPERTIES, do SAFETY FACTORS ARE IN ACCORDANCE W11I1 THE "ALUMINUM CONSTRUCTION MANUAL" LATEST EDITION. 3. ALUMINUM ALLOYS: ALL EXTRUSIONS SHALL DE ALLOY 6063-T6, PANELS SHALL DE ALLOY 3003 -H16. STEEL PANEL MINIMUM YIELD STRENGTH = 40 KSI 4. STEEL SURFACES TO DE PLACED IH CONTACT WITH ALUMINUM SHALL DE GIVEN ONE COAT OF ZINC CHROMATE PRIMER IN ACCORDANCE WITH FEDERAL SPEC. NO. 1IP -645, OR DE GALVANIZED. 5. ANCIIORS SHALL DE AS LISTED BELOW, SPACED AS PER CHARTS AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR SIUCCO. 6. ALL BOLTS, NUTS, AND WASHERS SIIALL DE STAINLESS STEEL OR ALUMINUM ALLOY 2021 -14 OR 7075-16, OR PLATED S I EEL. 7. THE DESIGN OF ANY PANEL AT A GIVEN ELEVATION SHALL COMPLY Wlfll THE TABLES PERTAINING TO fiIE EXPOSURE /ZONE. DESIGN CRITERIA FOR PANELS: MAX DEFLECTION L/30 OR 2" 9. ANCHORING OR LOADING CONDITIONS OHIER THAN THOSE SHOWN IN THESE DETAILS ARE TO BE ENGINEERED SEPARATELY. 1 128 2 co tV i9 0' 0o N 60 70 80 90 100 SLAT SPAN - INCHES SLAT SPAN - INCHES 60 70 80 90 10 SLAT SPAN - INCHES (1 110 120 60 70 80 90 1 11 0) SLAT SPAN - INCHES 1 ANCHORS: ANCHOR A ANCHOR B ANCHOR C ANCHOR D 70 80 90 1 ANCHOR E SLAT SPAN - INCHES 0 0 NOTES: ANY SHUTTER INSTALLATION MUST COMPLY WITH THE WIND LOAD REQUIREMENTS FOR THE PARTICULAR LOCATION. USE PANEL PERFORMANCE GRAPH TO VERIFY PANEL MATERIAL AND THICKNESS REQUIREMENTS. * USE CHARTS 1 THRU 9 FOR ANCHOR REQUIREMENTS. THE EXISTING STRUCTURE MUST SUSTAIN THE LOADS ,IMPOSED BY THE SHUTTER SYSTEM. 114 SMS INTO WOOD, 1 -1/2" MINIMUM EMBEDMENT 00 csa r- 1�. 0 U) H W 0 60 60 : 1/4" TAPCON, 1 -1/2" EMBEDMENT TO CONCRETE 1 -1/4" EMBEDMENT TO BLOCK : $$14 SMS W /RAWL SCRU -LEAD SHIELD INTO CONCRETE (1- EMBFa : 1/4" x 1 -1/4" HILTI METAL HIT DRIVE PINS 1" EMBEDMENT TO CONCRETE OR BLOCK : 1/4" RAWL CALK -IN INTO CONCRETE (FULL 8OT,N EV B DMD 70 80 90 1 SLAT SPAN - INCHES. 70 80 9 SLAT SPAN - INCHES 120 0 8. 1i d 03 U- V) W '0 0 O J H In 0) W O 0' 0) m , 0 0 4 O J 0) w 0 m w 60 70 80 90 100 SLAT SPAN - INCHES cV ANCHOR SPACING wuu;xs -1s CHA RT 8 80 88 96 104 112 SLAT SPAN - INCHES 11 120 .GENERAL iQIE5 1. THIS STRUCTURE IS DESIGNED AS PER THE SOUTH FL. BEDG. CODE 1988 EDITION FOR DADE COUNTY, 1991 EDITION FOR °ROWARD COUNTY ALSO FOR WIND LOADS AS PER ASCE 7 - -88 USING CORRESPONDING LOADS. 2. DESIGN CRITERIA FOR ALUMINUM, MINIMUM MECHANICAL PROPERTIES, do SAFETY FACTORS ARE IN ACCORDANCE W11I1 THE "ALUMINUM CONSTRUCTION MANUAL" LATEST EDITION. 3. ALUMINUM ALLOYS: ALL EXTRUSIONS SHALL DE ALLOY 6063-T6, PANELS SHALL DE ALLOY 3003 -H16. STEEL PANEL MINIMUM YIELD STRENGTH = 40 KSI 4. STEEL SURFACES TO DE PLACED IH CONTACT WITH ALUMINUM SHALL DE GIVEN ONE COAT OF ZINC CHROMATE PRIMER IN ACCORDANCE WITH FEDERAL SPEC. NO. 1IP -645, OR DE GALVANIZED. 5. ANCIIORS SHALL DE AS LISTED BELOW, SPACED AS PER CHARTS AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR SIUCCO. 6. ALL BOLTS, NUTS, AND WASHERS SIIALL DE STAINLESS STEEL OR ALUMINUM ALLOY 2021 -14 OR 7075-16, OR PLATED S I EEL. 7. THE DESIGN OF ANY PANEL AT A GIVEN ELEVATION SHALL COMPLY Wlfll THE TABLES PERTAINING TO fiIE EXPOSURE /ZONE. DESIGN CRITERIA FOR PANELS: MAX DEFLECTION L/30 OR 2" 9. ANCHORING OR LOADING CONDITIONS OHIER THAN THOSE SHOWN IN THESE DETAILS ARE TO BE ENGINEERED SEPARATELY. 1 128 ANCf-!OR >t�,'.t 8 " OC 17 " S" 5i../4 ;r -P /C I0 PVC ✓'_ter r� 1,2,3 8 4 ¥N/ >i+ 5 7 46 33 30 /r6.. Tip 12 i'J Er,5 5 . M 61 t,l L 6 ?A 5- /W1-4 �rp1�( SS STL Io" 37.8 73.o r t2" 31.5 61.0 t 5'' -- 4q, v 4I.( FoAri 11E[ t1O - wrxX. SLAT ALUM 1NCJM SLAT rJn 1 4 - - NC /o0 PLATE' (6 aT ,FF"EI G 06• -TCo w CC CC w w SIMINIMMENIMMS drawing no 2 %Z" MAci< TYPE ANN c`P Pit-1 (o3 -1 +-- Q./"- S4 f- j. ' .103__ • 1 ?4 - - -1 4-- • 188 1 i1 _2 5v'2 - - -- I•U5$ ono (r(p) 1 4- ' rrr.) 1 I YY 1 C A'_ 3 " rr'f =F w / 1 4 P//f (G 1 ( q '2" 5 P/4/3 ((oG - 76) • 1tS - t 2. 4qo � I r -ir I- 2 %4 1' STORM , BAR (Go6 3.7G) 2.440 2N irv550"7" -;' O ;120 J 0 a " ALt'H.IBA ft ,LI HCHc3 od ' u Lin tax 5i AG1t.r:, per l O\' a °l t2" 39 rrP ANCHOR 8 .) 0 • / %2 "x3`x % AL.011 &- • • j. A cv /1. L P vco "A 5M S /g c M►t )t 4U •✓1 LOGI.lot Et1 L; v, = 1 4/4\. GECIL1/ Fioop /1oUNr50 iECT/4N "A-A 74' 1v M•5- Whvor q' F O ENO (, la" d'rd' sr�c'f= CM/2 .As 'q.�. - N /4 SA//S 2V AJl; 5 ,57 A 3 RECQ r I At)- /4 5115. Q/c%+yf3 W/OTH _ -p ANCI -Joe • • .0 • :; 0 • • ,, , , o . • p ` ` 0 • .. .7 ` - r / , FT. N IJ /HMO -- WRUT, t11)1 1•AT A LullINu/4 mumm.... • Q♦ • •� d �• �t♦ ▪ • r • •• 1 %; U ` o � ' • . 0 s ue. 7 � FLU HoW/770 5 - c - r/o4/;' -A J T L 1 ' 0 FF'E•N AS PIC.O r, • ryP- ANCNv( (B) 5PAL1 I44 1_0 A i'> 8" 51 - PP" to" 4 1 ►Z 34 i -' 21. a • - i07h: r" MULL TO BE O$ED t'/Th' 51IUTTEX5 op ro 120 WIDE. 57611///61/ (E-A) , Jb LOADS OP TO 3e P . ALL Or1 /EE CoND /T /QN5 ro 86 /4Vb /VI J4LLY • : r • v Ti2 u iv 1r\som t 5L..A:r Y4.'- 2C) A1.5• W/NU - r CL/F) - 2 "x2'x AW/ AN T" /fuL.L /RACK' "- O 14.5. yr/ ,vur 4" FRoy 4 'NO 4 /3 # 0•C' 11,9x• / /2pX3"X l "AL UM. AN�I. � -- - NO. /4 '5.,/1•3. 2/<JAMa •HO rreq MOTH 0 0 t./07 W 74/PLf PA,J No• /2 5./4 Fix/A/9 EcRE.',✓ - 0 _ C 0 - � crro� -E5 • -, • • • • ` • • • • 1r1 • .. A Nk t-1 r) AO = /4" H al ku1K (01,\ 1 3 /4" M • 11 CO t� .Ce r" C = E ° a e c l> A\ NC fro ®= 0' 14 3M 5 u1/ 1112' 5- -A ) ,t\'rJL Sr:V_- ° S-1 CAI;. r isct A> If S NV77WR wrn-rn/ j 5 t k� +A) ti) 1 N - Dv: - 1 t., ; L - L� ,.P,Ai'J , t E �1 � t t "Cl..i c)F Ar1cf > 0 - 1 -- n T3 6E' IOlV) >TUcc- L vJ AL-L bizE.". J1rI(:,„ CO P1 +..)t r MOT - If9W lk5 ■fiE "E. ()e At`j rt e) pp ( - r }r cALGULA i t, 5 5 ?AC1 ►.I OF Tj2 Ac1C ANc" r1e I rl 1 fi O LLOUJ 4-6 M AY. S I-} kJTl W IT>f4'_- (ar.JFI G J i?D T - 1nv.1 1 5 ?A N 4 8 1 /Z‘' Z ` >f�OOS 12O L; vAN� _ (6.6" • • • 3 . - 4A APPROVED AS ,;OMPI.YIN© WITH THI SOUTH FLORIDA BUILDING CODE DATE • 19 8Y m1,1•` •, ,_ . , PRODUC CONTROL DNISYON BUILDING. CODS COMPLIANCE OFF;Cg ACCEPTALICE 4O. ()lb- .a . 7 YP/C L G-EN RAL No 'rES 3. ALL ALUMINUM TO BE AS NOTED. 6. CONCRETE ANCHORS SHALL BE #14 SMS SHIELDS 5�1U- Le tsTb) oQ ` /4`'1- 4 lt -'rI A5 5NOWtJ 1 N.1 bEl 1LS 1 ANCHORAGE TO METAL STRUCTURES CONSIDERED AS SPECIAL INSTALLATIONS TO ENGINEERING REVIEW. 1. THIS SHUTTER OR SHADE WITH THE STORM BARS PERMANENTLY IN PLACE HAS BEEN DESIGNED TO MEET THE _REQUIREMENTS OF THE SOUTH FLORIDA BUILDING CODE FOR STANDARD AND COASTAL EXPO- SURES. 2 ALL LOADS EQUAL EXTERIOR & INTERIOR AS PER GRAPHS. 4. DESIGN CRITERIA FOR ALUMINUM MINIMUM MECHANI- CAL PROPERTIES & SAFETY FACTORS ARE IN ACCORDANCE WITH THE "ALUMINUM CONSTRUCTION MANUAL". 1986 ED. 5. ALL FASTENERS TO BE STAINLESS STEEL, PLATED STEEL OR ALUMINUM ALLOY 2024 -T4 OR 7075 -T6. W /METAL Lk) Cc tJ t� TO BE SUBJECT 8. WHEN USED AS A SHADE, A LABEL MUST BE AFFIXED TO THE UNIT WARNING THE USER TO ROLL -UP THE UNIT WHEN THE WIND IS EXPECTED TO EXCEED 75 MPH. NO REINFORCING WRONO24 1 hill REINFORCING WRONO20 1 1 I • ilL t Ilk ii0 ik !ill Ilk 001 I I 1 .---.-- i 1111111 • \\4441 1 4 10 Noor k II II Al ht 4 %''' ,-- 1 --, ' , N i %gib l§ mli &kik .1%fit 4.. I4■. h. 0011 ,___, 9'■ IN. 1111h. 1.. PM ._---„,_ .,„ ____ _.m ____ . - ,___ - _ 1 _ ----- 11040 iliti i - ---...... --_____ • S'NN:Z....N. I NN ■. N...„..... - ■....„ .4 , 1_. N.:42"\:22:-..... ilikvi r. ,....„....„. 1 L N : NO REINFORCING WRONO24 1 hill REINFORCING WRONO20 • ilL Ilk ii0 ik !ill Ilk 1 .---.-- i 1111111 • \\4441 .0, 411. 1,,, osh, to. _ Vill_ II II Al ht 4 %''' ,-- '---'---- --, ' , N i %gib l§ mli &kik .1%fit 4.. I4■. h. . ii ,___, 9'■ IN. 1111h. 1.. PM ._---„,_ .,„ ____ _.m ____ . - ,___ - _ 1 _ ----- i - ---...... --_____ • S'NN:Z....N. NN ■. N...„..... - ■....„ .4 , 1_. N.:42"\:22:-..... ,....„....„. NO REINFORCING WRONUZ 1 hill REINFORCING WRONO20 • ilL Ilk ii0 ik !ill 1 .---.-- i \\4441 .0, 411. 1,,, osh, to. _ Vill_ II II Al ht 4 %''' ,-- '---'---- --, ' , N i %gib l§ mli &kik .1%fit 4.. I4■. h. . ii ,___, --- IN. 1111h. 1.. PM ._---„,_ .,„ ____ _.m ____ . - ,___ - _ 1 _ ----- i - LL 0) 0 est i 4 0 0) 4 0 L H(Y) 0) W 0 2" STORM BAR - TWO SPANS 40 50 60 70 80 90 100 110 120 SHUTTER WIDTH - TWO SPANS 2" STORM BAR - THREE SPANS NO REINF RCING H r <�svvc i rt. 188 �- 70 80 90 110 130 150 170 SHUTTER WIDTH - THREE SPANS 2-3/4 STORM BAR - TWO SPANS 40 60 80 100 120 14 160 180 SHUTTER WIDTH - TWO SUMS 2 -3/4" STORM BAR THRE SPANS NO REINFORCI G NI <cXVV23 -72 7ff � \ \84 t 70 80 90 110 130 150 170 SHUT TER W ID TH - THEE SPANS 3 -1/4" STORM BAR - TWO SPANS 0 NO REINFORCING WRONO24 40 60 00 100 120 140 160 180 SHUTTER WIDTFI - rwo SPANS 3-1/4 STORM BAR - THREE SPANS NO REINFORCING NRONO25 1 70 80 90 110 130 150 170 SHUTTER WIDTH - THREE SPANS drawing no 93-41 sheet or • . • •f` M50608 CODE pvc No REINF . 2 - PVC 1 BAR EVERY 3 PVC 1 I3AR EVERY 4 - PVC 1, BAR EVERY 5 - ALUM. MIN. FOAM 6 - H.D. ALUM. FOAM 7 - EXTRUDED ALUM. 2. ANY SHUTTER MUST COMPLY WITH THE CORRES- PONDING GRAPH FOR SLATS. 1: IF 2 OR 3 SPANS ARE REQUIRED, THEN THE STORM BAR AND HORIZONTAL STORM BAR SUPPORT GRAPHS MUST BE CONSULTED TO DETERMINE THE APPROPRI- ATE COMPONENT TO USE :ELEV. : :ALL :FEET :SHADES :BLDGS :0 - 5 : 9.5 : 24.2 :3 - 15 : 11.6 : 29.7 :15 - 25 1. FROM LOAD TABLE OBTAIN THE APPROPRIATE DESIGN LOAD BEFORE CONSULTING THE GRAPHS. 4. IF STORM 2 in 2 3/4 in 3 1/4 in 5. IF ALUM. STIFFENER I5 USED IN STORM BAR SUPPORT MUL`T'IPLY LOAD BY --- 1.30 :25 - 35 :35 - 55 :55 - 75 :75 - 100 : :100 - 150: :190 - 250: :230 - 350: BAR INSERT IS USE0 MULTIPLY LOAD BY . STORM BAR 1.79 . STORM BAR 1.82 ▪ STORM BAR -- 1.40 DESIGN LOADS - PSF SOUTH FLORIDA BUILDING CODE 14.1 : 36.3 15.8 : 40.7 17.8 : 45.1 19.8 : 50.6 21.6 : 55.0 23.8 : 60.5 27.3 : 69.3 30.6 : 78.1 4 SLATS. 2 SLATS. SLAP. FILLED NO REINF. FILLED NO REINF. NO REINF. :NON- : :COASTAL: NOTE: LOADS FOR SHADES ARE TAKEN AT A 75 MPH WIND ZONE WITH A SHAPE FACTOR OF 1.1 hlwr 51/urre' wive Ss/Uri'Ee N/or// � D 0 2! id :BLDGS 60' :INTERIOR: : 24.6 : : 30.2 : 37.0 : : 41.4 : : 45.9 : sku?" e m/ /€ / ❑ _ ❑ Q 3 5/).4//5 SHUTTERS COASTAL EXPOSURE OR LESS: BLDGS OVER 60' END :INTERIOR: 28.6 : 26.4 : 35.1 : 32.4 : 42.9 : 39.6 : 48.1 : 44.4 : 33.3 : 49.2 : : 55.2 : : 60.0 : 66.0 ' 75.6 : 85.2 : END 41.8 : 51.3 : 62.7 : 70.3 : 77.9 87.4 95.0 : 104.5 : 119.7 : 134.9 : (9 "74 ii o m - 0 H G W W o Viikalklitli m ad li. MN (?, li t IL millE ,ffigowisk Mi. N. . ` 1 . 41%, .4 _ ` > �--.._ 35 40 45 50 55 60 65 70 75 80 85 90 SHUTTER WIDTH - INCHES SLATS - SINGLE SPANS SLATS TWO SPANS 80 90 100 120 140 160 180 SHUTTER WIDTH - INCHES SLATS - THREE SPANS 0 ❑ 4 0 J L 0 H 0 W ❑ W N 0 0u L9 4 0 .-1 80 90 100 120 140 160 180 SHUTTER WIDTH - INCHES 1 0)A) ❑ NO REINFORCING NRON018 00 0 N 0 -1 0 STORM BAR SUPPORT - TWO SPANS 65 75 05 95 110 125 140 155 170 SHU T rER WIDTH - TIM SPANS STORM BAR SUPPORT - THREE SPANS wRONO19 0 NO REINFORCING t 75 85 9S 110 125 140 155 170 SHUT TER W ID TH -- THREE SPANS O 64-H-1993- NO REINFORCING WRONO20 • ilL Ilk ik !ill .---.-- \\4441 .0, 411. 1,,, osh, to. _ Vill_ II II Al ht 4 %''' 6 '---'---- --, ' , N , _.,..._ LL 0) 0 est i 4 0 0) 4 0 L H(Y) 0) W 0 2" STORM BAR - TWO SPANS 40 50 60 70 80 90 100 110 120 SHUTTER WIDTH - TWO SPANS 2" STORM BAR - THREE SPANS NO REINF RCING H r <�svvc i rt. 188 �- 70 80 90 110 130 150 170 SHUTTER WIDTH - THREE SPANS 2-3/4 STORM BAR - TWO SPANS 40 60 80 100 120 14 160 180 SHUTTER WIDTH - TWO SUMS 2 -3/4" STORM BAR THRE SPANS NO REINFORCI G NI <cXVV23 -72 7ff � \ \84 t 70 80 90 110 130 150 170 SHUT TER W ID TH - THEE SPANS 3 -1/4" STORM BAR - TWO SPANS 0 NO REINFORCING WRONO24 40 60 00 100 120 140 160 180 SHUTTER WIDTFI - rwo SPANS 3-1/4 STORM BAR - THREE SPANS NO REINFORCING NRONO25 1 70 80 90 110 130 150 170 SHUTTER WIDTH - THREE SPANS drawing no 93-41 sheet or • . • •f` M50608 CODE pvc No REINF . 2 - PVC 1 BAR EVERY 3 PVC 1 I3AR EVERY 4 - PVC 1, BAR EVERY 5 - ALUM. MIN. FOAM 6 - H.D. ALUM. FOAM 7 - EXTRUDED ALUM. 2. ANY SHUTTER MUST COMPLY WITH THE CORRES- PONDING GRAPH FOR SLATS. 1: IF 2 OR 3 SPANS ARE REQUIRED, THEN THE STORM BAR AND HORIZONTAL STORM BAR SUPPORT GRAPHS MUST BE CONSULTED TO DETERMINE THE APPROPRI- ATE COMPONENT TO USE :ELEV. : :ALL :FEET :SHADES :BLDGS :0 - 5 : 9.5 : 24.2 :3 - 15 : 11.6 : 29.7 :15 - 25 1. FROM LOAD TABLE OBTAIN THE APPROPRIATE DESIGN LOAD BEFORE CONSULTING THE GRAPHS. 4. IF STORM 2 in 2 3/4 in 3 1/4 in 5. IF ALUM. STIFFENER I5 USED IN STORM BAR SUPPORT MUL`T'IPLY LOAD BY --- 1.30 :25 - 35 :35 - 55 :55 - 75 :75 - 100 : :100 - 150: :190 - 250: :230 - 350: BAR INSERT IS USE0 MULTIPLY LOAD BY . STORM BAR 1.79 . STORM BAR 1.82 ▪ STORM BAR -- 1.40 DESIGN LOADS - PSF SOUTH FLORIDA BUILDING CODE 14.1 : 36.3 15.8 : 40.7 17.8 : 45.1 19.8 : 50.6 21.6 : 55.0 23.8 : 60.5 27.3 : 69.3 30.6 : 78.1 4 SLATS. 2 SLATS. SLAP. FILLED NO REINF. FILLED NO REINF. NO REINF. :NON- : :COASTAL: NOTE: LOADS FOR SHADES ARE TAKEN AT A 75 MPH WIND ZONE WITH A SHAPE FACTOR OF 1.1 hlwr 51/urre' wive Ss/Uri'Ee N/or// � D 0 2! id :BLDGS 60' :INTERIOR: : 24.6 : : 30.2 : 37.0 : : 41.4 : : 45.9 : sku?" e m/ /€ / ❑ _ ❑ Q 3 5/).4//5 SHUTTERS COASTAL EXPOSURE OR LESS: BLDGS OVER 60' END :INTERIOR: 28.6 : 26.4 : 35.1 : 32.4 : 42.9 : 39.6 : 48.1 : 44.4 : 33.3 : 49.2 : : 55.2 : : 60.0 : 66.0 ' 75.6 : 85.2 : END 41.8 : 51.3 : 62.7 : 70.3 : 77.9 87.4 95.0 : 104.5 : 119.7 : 134.9 : (9 "74 ii o m - 0 H G W W o Viikalklitli m ad li. MN (?, li t IL millE ,ffigowisk Mi. N. . ` 1 . 41%, .4 _ ` > �--.._ 35 40 45 50 55 60 65 70 75 80 85 90 SHUTTER WIDTH - INCHES SLATS - SINGLE SPANS SLATS TWO SPANS 80 90 100 120 140 160 180 SHUTTER WIDTH - INCHES SLATS - THREE SPANS 0 ❑ 4 0 J L 0 H 0 W ❑ W N 0 0u L9 4 0 .-1 80 90 100 120 140 160 180 SHUTTER WIDTH - INCHES 1 0)A) ❑ NO REINFORCING NRON018 00 0 N 0 -1 0 STORM BAR SUPPORT - TWO SPANS 65 75 05 95 110 125 140 155 170 SHU T rER WIDTH - TIM SPANS STORM BAR SUPPORT - THREE SPANS wRONO19 0 NO REINFORCING t 75 85 9S 110 125 140 155 170 SHUT TER W ID TH -- THREE SPANS O 64-H-1993- • ilL ik !ill .---.-- %''' 6 ,...„,,,_, , _.,..._ 1.. .,„ N46. ---...... --_____ S'NN:Z....N. NN ■. N...„..... - ■....„ .4 , 1_. N.:42"\:22:-..... ,....„....„. LL 0) 0 est i 4 0 0) 4 0 L H(Y) 0) W 0 2" STORM BAR - TWO SPANS 40 50 60 70 80 90 100 110 120 SHUTTER WIDTH - TWO SPANS 2" STORM BAR - THREE SPANS NO REINF RCING H r <�svvc i rt. 188 �- 70 80 90 110 130 150 170 SHUTTER WIDTH - THREE SPANS 2-3/4 STORM BAR - TWO SPANS 40 60 80 100 120 14 160 180 SHUTTER WIDTH - TWO SUMS 2 -3/4" STORM BAR THRE SPANS NO REINFORCI G NI <cXVV23 -72 7ff � \ \84 t 70 80 90 110 130 150 170 SHUT TER W ID TH - THEE SPANS 3 -1/4" STORM BAR - TWO SPANS 0 NO REINFORCING WRONO24 40 60 00 100 120 140 160 180 SHUTTER WIDTFI - rwo SPANS 3-1/4 STORM BAR - THREE SPANS NO REINFORCING NRONO25 1 70 80 90 110 130 150 170 SHUTTER WIDTH - THREE SPANS drawing no 93-41 sheet or • . • •f` M50608 CODE pvc No REINF . 2 - PVC 1 BAR EVERY 3 PVC 1 I3AR EVERY 4 - PVC 1, BAR EVERY 5 - ALUM. MIN. FOAM 6 - H.D. ALUM. FOAM 7 - EXTRUDED ALUM. 2. ANY SHUTTER MUST COMPLY WITH THE CORRES- PONDING GRAPH FOR SLATS. 1: IF 2 OR 3 SPANS ARE REQUIRED, THEN THE STORM BAR AND HORIZONTAL STORM BAR SUPPORT GRAPHS MUST BE CONSULTED TO DETERMINE THE APPROPRI- ATE COMPONENT TO USE :ELEV. : :ALL :FEET :SHADES :BLDGS :0 - 5 : 9.5 : 24.2 :3 - 15 : 11.6 : 29.7 :15 - 25 1. FROM LOAD TABLE OBTAIN THE APPROPRIATE DESIGN LOAD BEFORE CONSULTING THE GRAPHS. 4. IF STORM 2 in 2 3/4 in 3 1/4 in 5. IF ALUM. STIFFENER I5 USED IN STORM BAR SUPPORT MUL`T'IPLY LOAD BY --- 1.30 :25 - 35 :35 - 55 :55 - 75 :75 - 100 : :100 - 150: :190 - 250: :230 - 350: BAR INSERT IS USE0 MULTIPLY LOAD BY . STORM BAR 1.79 . STORM BAR 1.82 ▪ STORM BAR -- 1.40 DESIGN LOADS - PSF SOUTH FLORIDA BUILDING CODE 14.1 : 36.3 15.8 : 40.7 17.8 : 45.1 19.8 : 50.6 21.6 : 55.0 23.8 : 60.5 27.3 : 69.3 30.6 : 78.1 4 SLATS. 2 SLATS. SLAP. FILLED NO REINF. FILLED NO REINF. NO REINF. :NON- : :COASTAL: NOTE: LOADS FOR SHADES ARE TAKEN AT A 75 MPH WIND ZONE WITH A SHAPE FACTOR OF 1.1 hlwr 51/urre' wive Ss/Uri'Ee N/or// � D 0 2! id :BLDGS 60' :INTERIOR: : 24.6 : : 30.2 : 37.0 : : 41.4 : : 45.9 : sku?" e m/ /€ / ❑ _ ❑ Q 3 5/).4//5 SHUTTERS COASTAL EXPOSURE OR LESS: BLDGS OVER 60' END :INTERIOR: 28.6 : 26.4 : 35.1 : 32.4 : 42.9 : 39.6 : 48.1 : 44.4 : 33.3 : 49.2 : : 55.2 : : 60.0 : 66.0 ' 75.6 : 85.2 : END 41.8 : 51.3 : 62.7 : 70.3 : 77.9 87.4 95.0 : 104.5 : 119.7 : 134.9 : (9 "74 ii o m - 0 H G W W o Viikalklitli m ad li. MN (?, li t IL millE ,ffigowisk Mi. N. . ` 1 . 41%, .4 _ ` > �--.._ 35 40 45 50 55 60 65 70 75 80 85 90 SHUTTER WIDTH - INCHES SLATS - SINGLE SPANS SLATS TWO SPANS 80 90 100 120 140 160 180 SHUTTER WIDTH - INCHES SLATS - THREE SPANS 0 ❑ 4 0 J L 0 H 0 W ❑ W N 0 0u L9 4 0 .-1 80 90 100 120 140 160 180 SHUTTER WIDTH - INCHES 1 0)A) ❑ NO REINFORCING NRON018 00 0 N 0 -1 0 STORM BAR SUPPORT - TWO SPANS 65 75 05 95 110 125 140 155 170 SHU T rER WIDTH - TIM SPANS STORM BAR SUPPORT - THREE SPANS wRONO19 0 NO REINFORCING t 75 85 9S 110 125 140 155 170 SHUT TER W ID TH -- THREE SPANS O 64-H-1993- ilL ik !ill .---.-- %''' 6 ,...„,,,_, , _.,..._ S'NN:Z....N. NN ■. N...„..... - ■....„ .4 , 1_. N.:42"\:22:-..... ,....„....„. LL 0) 0 est i 4 0 0) 4 0 L H(Y) 0) W 0 2" STORM BAR - TWO SPANS 40 50 60 70 80 90 100 110 120 SHUTTER WIDTH - TWO SPANS 2" STORM BAR - THREE SPANS NO REINF RCING H r <�svvc i rt. 188 �- 70 80 90 110 130 150 170 SHUTTER WIDTH - THREE SPANS 2-3/4 STORM BAR - TWO SPANS 40 60 80 100 120 14 160 180 SHUTTER WIDTH - TWO SUMS 2 -3/4" STORM BAR THRE SPANS NO REINFORCI G NI <cXVV23 -72 7ff � \ \84 t 70 80 90 110 130 150 170 SHUT TER W ID TH - THEE SPANS 3 -1/4" STORM BAR - TWO SPANS 0 NO REINFORCING WRONO24 40 60 00 100 120 140 160 180 SHUTTER WIDTFI - rwo SPANS 3-1/4 STORM BAR - THREE SPANS NO REINFORCING NRONO25 1 70 80 90 110 130 150 170 SHUTTER WIDTH - THREE SPANS drawing no 93-41 sheet or • . • •f` M50608 CODE pvc No REINF . 2 - PVC 1 BAR EVERY 3 PVC 1 I3AR EVERY 4 - PVC 1, BAR EVERY 5 - ALUM. MIN. FOAM 6 - H.D. ALUM. FOAM 7 - EXTRUDED ALUM. 2. ANY SHUTTER MUST COMPLY WITH THE CORRES- PONDING GRAPH FOR SLATS. 1: IF 2 OR 3 SPANS ARE REQUIRED, THEN THE STORM BAR AND HORIZONTAL STORM BAR SUPPORT GRAPHS MUST BE CONSULTED TO DETERMINE THE APPROPRI- ATE COMPONENT TO USE :ELEV. : :ALL :FEET :SHADES :BLDGS :0 - 5 : 9.5 : 24.2 :3 - 15 : 11.6 : 29.7 :15 - 25 1. FROM LOAD TABLE OBTAIN THE APPROPRIATE DESIGN LOAD BEFORE CONSULTING THE GRAPHS. 4. IF STORM 2 in 2 3/4 in 3 1/4 in 5. IF ALUM. STIFFENER I5 USED IN STORM BAR SUPPORT MUL`T'IPLY LOAD BY --- 1.30 :25 - 35 :35 - 55 :55 - 75 :75 - 100 : :100 - 150: :190 - 250: :230 - 350: BAR INSERT IS USE0 MULTIPLY LOAD BY . STORM BAR 1.79 . STORM BAR 1.82 ▪ STORM BAR -- 1.40 DESIGN LOADS - PSF SOUTH FLORIDA BUILDING CODE 14.1 : 36.3 15.8 : 40.7 17.8 : 45.1 19.8 : 50.6 21.6 : 55.0 23.8 : 60.5 27.3 : 69.3 30.6 : 78.1 4 SLATS. 2 SLATS. SLAP. FILLED NO REINF. FILLED NO REINF. NO REINF. :NON- : :COASTAL: NOTE: LOADS FOR SHADES ARE TAKEN AT A 75 MPH WIND ZONE WITH A SHAPE FACTOR OF 1.1 hlwr 51/urre' wive Ss/Uri'Ee N/or// � D 0 2! id :BLDGS 60' :INTERIOR: : 24.6 : : 30.2 : 37.0 : : 41.4 : : 45.9 : sku?" e m/ /€ / ❑ _ ❑ Q 3 5/).4//5 SHUTTERS COASTAL EXPOSURE OR LESS: BLDGS OVER 60' END :INTERIOR: 28.6 : 26.4 : 35.1 : 32.4 : 42.9 : 39.6 : 48.1 : 44.4 : 33.3 : 49.2 : : 55.2 : : 60.0 : 66.0 ' 75.6 : 85.2 : END 41.8 : 51.3 : 62.7 : 70.3 : 77.9 87.4 95.0 : 104.5 : 119.7 : 134.9 : (9 "74 ii o m - 0 H G W W o Viikalklitli m ad li. MN (?, li t IL millE ,ffigowisk Mi. N. . ` 1 . 41%, .4 _ ` > �--.._ 35 40 45 50 55 60 65 70 75 80 85 90 SHUTTER WIDTH - INCHES SLATS - SINGLE SPANS SLATS TWO SPANS 80 90 100 120 140 160 180 SHUTTER WIDTH - INCHES SLATS - THREE SPANS 0 ❑ 4 0 J L 0 H 0 W ❑ W N 0 0u L9 4 0 .-1 80 90 100 120 140 160 180 SHUTTER WIDTH - INCHES 1 0)A) ❑ NO REINFORCING NRON018 00 0 N 0 -1 0 STORM BAR SUPPORT - TWO SPANS 65 75 05 95 110 125 140 155 170 SHU T rER WIDTH - TIM SPANS STORM BAR SUPPORT - THREE SPANS wRONO19 0 NO REINFORCING t 75 85 9S 110 125 140 155 170 SHUT TER W ID TH -- THREE SPANS O 64-H-1993- ilL ik !ill .---.-- %''' 6 ,...„,,,_, , _.,..._ LL 0) 0 est i 4 0 0) 4 0 L H(Y) 0) W 0 2" STORM BAR - TWO SPANS 40 50 60 70 80 90 100 110 120 SHUTTER WIDTH - TWO SPANS 2" STORM BAR - THREE SPANS NO REINF RCING H r <�svvc i rt. 188 �- 70 80 90 110 130 150 170 SHUTTER WIDTH - THREE SPANS 2-3/4 STORM BAR - TWO SPANS 40 60 80 100 120 14 160 180 SHUTTER WIDTH - TWO SUMS 2 -3/4" STORM BAR THRE SPANS NO REINFORCI G NI <cXVV23 -72 7ff � \ \84 t 70 80 90 110 130 150 170 SHUT TER W ID TH - THEE SPANS 3 -1/4" STORM BAR - TWO SPANS 0 NO REINFORCING WRONO24 40 60 00 100 120 140 160 180 SHUTTER WIDTFI - rwo SPANS 3-1/4 STORM BAR - THREE SPANS NO REINFORCING NRONO25 1 70 80 90 110 130 150 170 SHUTTER WIDTH - THREE SPANS drawing no 93-41 sheet or • . • •f` M50608 CODE pvc No REINF . 2 - PVC 1 BAR EVERY 3 PVC 1 I3AR EVERY 4 - PVC 1, BAR EVERY 5 - ALUM. MIN. FOAM 6 - H.D. ALUM. FOAM 7 - EXTRUDED ALUM. 2. ANY SHUTTER MUST COMPLY WITH THE CORRES- PONDING GRAPH FOR SLATS. 1: IF 2 OR 3 SPANS ARE REQUIRED, THEN THE STORM BAR AND HORIZONTAL STORM BAR SUPPORT GRAPHS MUST BE CONSULTED TO DETERMINE THE APPROPRI- ATE COMPONENT TO USE :ELEV. : :ALL :FEET :SHADES :BLDGS :0 - 5 : 9.5 : 24.2 :3 - 15 : 11.6 : 29.7 :15 - 25 1. FROM LOAD TABLE OBTAIN THE APPROPRIATE DESIGN LOAD BEFORE CONSULTING THE GRAPHS. 4. IF STORM 2 in 2 3/4 in 3 1/4 in 5. IF ALUM. STIFFENER I5 USED IN STORM BAR SUPPORT MUL`T'IPLY LOAD BY --- 1.30 :25 - 35 :35 - 55 :55 - 75 :75 - 100 : :100 - 150: :190 - 250: :230 - 350: BAR INSERT IS USE0 MULTIPLY LOAD BY . STORM BAR 1.79 . STORM BAR 1.82 ▪ STORM BAR -- 1.40 DESIGN LOADS - PSF SOUTH FLORIDA BUILDING CODE 14.1 : 36.3 15.8 : 40.7 17.8 : 45.1 19.8 : 50.6 21.6 : 55.0 23.8 : 60.5 27.3 : 69.3 30.6 : 78.1 4 SLATS. 2 SLATS. SLAP. FILLED NO REINF. FILLED NO REINF. NO REINF. :NON- : :COASTAL: NOTE: LOADS FOR SHADES ARE TAKEN AT A 75 MPH WIND ZONE WITH A SHAPE FACTOR OF 1.1 hlwr 51/urre' wive Ss/Uri'Ee N/or// � D 0 2! id :BLDGS 60' :INTERIOR: : 24.6 : : 30.2 : 37.0 : : 41.4 : : 45.9 : sku?" e m/ /€ / ❑ _ ❑ Q 3 5/).4//5 SHUTTERS COASTAL EXPOSURE OR LESS: BLDGS OVER 60' END :INTERIOR: 28.6 : 26.4 : 35.1 : 32.4 : 42.9 : 39.6 : 48.1 : 44.4 : 33.3 : 49.2 : : 55.2 : : 60.0 : 66.0 ' 75.6 : 85.2 : END 41.8 : 51.3 : 62.7 : 70.3 : 77.9 87.4 95.0 : 104.5 : 119.7 : 134.9 : (9 "74 ii o m - 0 H G W W o Viikalklitli m ad li. MN (?, li t IL millE ,ffigowisk Mi. N. . ` 1 . 41%, .4 _ ` > �--.._ 35 40 45 50 55 60 65 70 75 80 85 90 SHUTTER WIDTH - INCHES SLATS - SINGLE SPANS SLATS TWO SPANS 80 90 100 120 140 160 180 SHUTTER WIDTH - INCHES SLATS - THREE SPANS 0 ❑ 4 0 J L 0 H 0 W ❑ W N 0 0u L9 4 0 .-1 80 90 100 120 140 160 180 SHUTTER WIDTH - INCHES 1 0)A) ❑ NO REINFORCING NRON018 00 0 N 0 -1 0 STORM BAR SUPPORT - TWO SPANS 65 75 05 95 110 125 140 155 170 SHU T rER WIDTH - TIM SPANS STORM BAR SUPPORT - THREE SPANS wRONO19 0 NO REINFORCING t 75 85 9S 110 125 140 155 170 SHUT TER W ID TH -- THREE SPANS O 64-H-1993- Hiz 1 I _! Miii it Sp e t , 11 1 ti) 1 t II - I 1 : � r I ft 1 NI , A 1 4 i I ry a c tq 4 t - I 1 i ,, it, 16 0 u 21_,...,., Is i1411.4 I _ 4,1, �, ' r- J I aaik 1 _ - 1 _ T 1 *46 141 ,i- c llt 6 I �' -''_ 1 1 1 r t F. 1 !_L_i FT i T n. .,h by ��rt t� art1eS h it stQc� ` , s �A t,tl9 to rpXe ses s rtreye t h e: t u c 4 c?iro - ct pc3t: ir9atjgn . Project No: 9 3• HO V Date: 5/4 is Drawl)/ ft Approved: Sheet No: of ksl 1 I _r ra A.. i0 L t- 1- I �I�iY` 1 j-� # t t -- lr / . f�' 1 r., - 1) J 4 r 0 • j A ' � - F t V Site Plan Scale: 1 - O ) _ • Foundation Plan Scale: 114 " = 1' -0" • { 1 L ( -4 / - 1 .-)14 Detail A -A €.1.2 c 4f'1 tz'? k/ 1 Leh • • W -0 • r IV t • t. - " (•J ✓ Jp :IP i 1 -4- Floor Pla Scale: 114"= 1' -0" ,tv���rT Lll-�L Detail B -B G j i hl y�Lf�iA.l� <� r. 11 -; t • r- � Saval Architects Marc S. Saval, ALA Architect AR 0011119 15960 W. State Rd Westgate Plaza Weston, FL 33326 384 -1166 • Project No: 15 • na Date: Drawn: Vit ' r Ail Approved: Shed No: , . . of /2,. -o 4- - - GENERAL NOTES 1. ALL LUMBER iN CONTACT WITH MASONRY on CONCRETE OR CONCRETE TO BE PRESSURE TREAlED. 2. ALL CONCRETE SHALL HAVE A MINIMUM STRENGTH OF 2,500 P.S.I. @ 28 DAYS UNLESS OTHERWISE NOTED. 3. ALL CONSTRUCTION SHALL 8E PERFORMED IN ACCORDANCE WITH THE CURRENT SOUTH FLORIDA BUILDING CODES ( DADE COUNTY EDIT/ON ), REGULATIONS. ANO RESTRICTIONS HAVING JURISDICTION. 4. LUMBER USED FOR JOISTS, RAFTERS, TRUSSES, COLUMNS, BEAMS MO/ OR Si AUCTURAL MEMBERS SHALL 8E STRESS GRADE NOT LESS MAN 11:0-- 1,000 P. S.I. UNLESS OD IERWISE SPECIFIED. 5. CONNEC TTONS: ALL WOOD CONNECTIONS SHALL BE HURRICANE CLIPPED OR GALV MIL HANGERS BY SIMPSON. HUGHES OR BASCHE. — Detail D-D -,toott*tttatt' 14.14te,,taaWatat*Iik.ttlia ..*.to,-,ttoottodalanamello*. - 9 - 1 -4 4 ' filir - -r 11 ?` et, - ■ 1 r 44- - Li E 1 LJ ■••■.• .Vitiate 1/42'7. 1AT (1oK • - .3 - 4() .1n - t i ni L i L 1 . t'- ,e) PE -OO , —suri.wasa-A.a. r L 1 Saval Architects Marc S. Saval, AIA Architect AR 0011119 15960 W. State Rd Westgate Plaza Weston, FL 33326 • (30.5) 384-1166 • .7 NORTH SOUTH ELEVATION sou i.-o. EXIST ENTRY EXISTING DINING ROOM i113 12 $1TdPil*3 EXISTING KITCHEN ±12'-5 EXIST PATIO ±16'-1x12'-.2• 1311NO TYPICAL EA E OF RE3NF WITH 1 15 VERT IDS FILtE gai. OPENING tki EXISTING DOORS TO SE RE14OVED AND, REPLACED WATI1 DADE COVNIY PRODUCT APPROVED DOORS (2) 2 SINGLE UTE FRENCH METAL DOORS (OS) WITH IMPACT REtiSTANT GLASS ENO*, a (Y+ IMPACT RESIITAte G f■tWi- PORS::10 0A0§. C OUNTY p09911QT: APPROVAL No. 49-0 ANOH ' .:; Pli IR ,,V$1149 1l41 ,41? SCREWS *Mil , ,,,IN„ 1.5" PEN At afl(if - iCONC.CELLS/CONQ BEAM/SLA$. • ', -:,;! , .. :. - ku-.... ,. ,2: i. MA '''. 00 CORNERS: 6.5" (HEAD & Sit.0._. ii ACINF AT,,,aM 8S: 21.0" MAX OM C:ORNERS: 6.0" (JAMI”), '''' _MAX: CING AT. M'' . HEAD AND SILL: 13.5" . • 'C:\IProjects\kloxNett\WM-17Og - Fe, 1 Mr 2002 - 16:45 ,. .i:`,,'.' 7 ,7;::- , 1. - - . .,.„...• '6 -'-- • - ':, •, ..',.,-:, ,..,,, •,_:..-.• :16., T '''•'' „ , ...... _.,.....: , ,. .. ' t,.s ......: JANE' ..,, i. . .. • ..... ..,_ „.. , ; .i...o: , • ',.. , ••••.,..k. r ' NORTH SOUTH ELEVATION sou i.-o. EXIST ENTRY EXISTING DINING ROOM i113 12 $1TdPil*3 EXISTING KITCHEN ±12'-5 EXIST PATIO ±16'-1x12'-.2• 1311NO TYPICAL EA E OF RE3NF WITH 1 15 VERT IDS FILtE gai. OPENING tki EXISTING DOORS TO SE RE14OVED AND, REPLACED WATI1 DADE COVNIY PRODUCT APPROVED DOORS (2) 2 SINGLE UTE FRENCH METAL DOORS (OS) WITH IMPACT REtiSTANT GLASS ENO*, a (Y+ IMPACT RESIITAte G f■tWi- PORS::10 0A0§. C OUNTY p09911QT: APPROVAL No. 49-0 ANOH ' .:; Pli IR ,,V$1149 1l41 ,41? SCREWS *Mil , ,,,IN„ 1.5" PEN At afl(if - iCONC.CELLS/CONQ BEAM/SLA$. • ', -:,;! , .. :. - ku-.... ,. ,2: i. MA '''. 00 CORNERS: 6.5" (HEAD & Sit.0._. ii ACINF AT,,,aM 8S: 21.0" MAX OM C:ORNERS: 6.0" (JAMI”), '''' _MAX: CING AT. M'' . HEAD AND SILL: 13.5" . • 'C:\IProjects\kloxNett\WM-17Og - Fe, 1 Mr 2002 - 16:45 MARK M ARK REVISION DESCRIPTION DATE - Atlie..tla ' .:R..+..i•••.0. +u:i i4 - 4 °.M droat•CWa+-'- O."Ae. :"a••.L,•.•• s!440ak•' -c. • • ,..Ya .:4 COPING (OPTIONAL) ALTERNATE POOL DECK INTERLOCKING PAVERS ON COMPACTED SAND 8 "x8" GONG. FOOTING III_ =11 WITH (1) a 5 CONT. FNEUMATIGALLY PLACED CONCRETE WALLS : Cey GONG. THROUGHOUT ?re : # ® .1 © O.G. VERT. # ® Ii O.G• HOR. NOTE: WHERE PATIOS ARE INDICATED BY OTHERS, THE PATIO DESIGN NOTES SHOWN ON THE DETAILS AND SECTIONS DO NOT APPLY. PATIO DESIGN SHALL BE BY OTHERS UNLESS NOTED ON THESE PLANS WO. 4 .1..441iu- Y444.1c.14 x8 dYs4'SY37+t im 'a' :►'701 4,30 t ANTI - VORTEX DRAIN (TYP. OF TWO) 3' -O" MIN. BET. SUCTION OUTLETS fik PVC. HYDROSTATIC VALVE WITH GRAVEL SUMP. ( AT POOL ONLY). 12OU5L AIN ISOM. *Kt f3,46:a71HISAP' 2f/ PVC. SUCTION TO PUMP 2"1 " ' s i8 LID - --{ '►. 4 =1 I - RI-1I 1= �:I = 111 = 1I II ::::::= OI I I I - 1= r = 1 I I I I I =111 l i _ :1E111111E111 =1 I-111 =I 11 = 1 I I. _ _ -7-- .111- = -111 - --= - 11- ' I I =1I I =1I I= 111 -III 111 111 - 111 -111 1 t- = I I - I I - - 1 I I =1 -111 =I 'III III -I I T WEIR WIDTH 5" WEIR WATER LEVEL. RANGE 3" BASKET CAPACITY "i5 GU.IN. Q (A) WATER LEVEL : (K) (B POOL DEFiTH : 9 (G) FLOOD CRITERIA : p (D) POOL BOTTOM ELEVATION (E) UP- LIFT HeAD : (F) HYDROSTATIC VALVE : 11 _ _: II(1 t SKIMM R _Ki!- t`'!�R_Dj Tom.':._: _ ='�•S. If$ "o AIR VENT. STACK W/ SCREEN GAP TERMINATE AIR VENT VACUUM RELIEP AS CLOSE AS POSSIBLE TO DBL. DRAINS (SEE PLAN) } / FEET M'L PEET 0 rear MSL FEET M'L FEET -'.0 FEET IL (G) BOTTOM AND WALL SLABS : TOTAL ADJUSTED HEAD (E+F +6) - 4 .Cj FEET NOTE: NOTIFY ENGINEER IF POOL ELEVATION DIFFERS FROM THESE PLANS a _ ..•-..,,....,..a. »:. TREADS 1 DLGK (3) 10" MIN. WATER LiNe tt PUMP SWITCH POOL LIGHT PUMP OD POOL/SPA LIGHT SWITCH O JUNCTION BOX ............ X <a • POOL BOTTOM t;L• GT•fIG L• G NP G a e e• (0) RISER HEIGHT MU BE UNIFORM (b) +/- 2" FROM THE UNIFORM RISER HEIGHT (G) CONTRASTING TILE AT EDGE = fi ` 1:2 TA 1 1. a •,.+ 1� + • i^- "Y•91M.-! sc•11f' "a •441.a o 441111‘4 4'44kt OYIMER/TRANSFORMER COMBO POOL PANEL Q BLOWER Q SPA LIGHT BOTTOM OF POOL : " GNG. REINFORCING : ®I0 = 1I� /i ! PIN. GRADE • l., GTR I G NOh5 GALL POOL ELECTRICAL WORK SHALL COMPLY WITH N.E.G. PER FBG 2001 CHAPTER 21. • ® NO OVERHEAD ELECTRIC WIRIN'' LO.siNTED WITHIN 10' Or POOL WATER'EDO . •• PRIOR TO ELEGTRIGAL ROUGH, ELEGTRIGAL CONTRACTOR SHALL SUBMIT ANY RZYISJON TO THESE DRAWINGS SHOWING 1r?C15TjN ' S 2VJOE W TH ` ADDITIONAL LOADS AND'CAL ICON A5 - BUILT GON1FIGURATION It" PI rEREN FRGM THESE DRAWINGS 1l Lei WATER LINE z - SLOPE NOT TO EXCEED I:1 TO 5 FOOT DEPTH. OVER 5 PET DEEP NOT TO EXCEED 1:3 2" SKIMMER 2" VACUUM 'Vy DRAIN POOL COPING DECK EXT. REINP. FOR 4 $8 SOLID COPPER GROUND WIRE FOR GROUNDING POOL DECK POOL ION #8 SOLID (CU) COOPER GROUND WIRE BONDING CLAMP TO POOL REINFORCEMENT 4' MIN: DECK 3" CLEAR- 2" AIR LINE 2" .0. JETS HP- 1 - ;e0POUT 1e POOL RETURN PRESSURE GAUGE 4 PRESSURE RELIEP V,5•LVE CARTRI FILTER Size : `` a so.PY. ECRU I PM NT NOTES. 4.5" 11Lto IMPERVIOUS STRUCTURALLY RIGID MATERIAL WITH T _Q A SMOOTH, SLIP RESISTANT '[ �PINISH • MANUFACTURER W J ITEM AREA MODEL FILTER AREA (SQ.PT) RATE (PM) GPM /SO.PT. n, r P;HP 6 PT. HEAD CAPACITY PERIMETER PUMP GPM® PT, HEAD POOL DATA vat I e9..c a rt 1,r 6 11 MANUFACTURER N ✓ 1'V1 t 2 -'''1- . GPM HP I I is SQ.PT: MODEL 1,5 ( ( . 31 9 a1SStr i eve REQUIRED PLOW RATE (OPERATING 12 HR; /DAY) _ ti GPM RECOMMENDEDED F.A.oky RATE (OPERATING j HRS /DAY) 2 1 GPM POOL TURNOVER 'i . HRS. '- SPA DATA SQ.PT. 4 LN.PT. LN.PT. nu sssra.s�..airr.i.a�renr�+�a.. , .. shbaJIAUstAdlelomuLli isr Anima •• a s2r,1L Aa PIPE SIZE DIAM. SUPPLY (GPM) (V <10 FPS) SUCTION (GPM) (V< SFPS) 1.5 60 _50 2" 100 80 2.5 145 120 3" 225 115 DRAIN _IIG� AIR BLOWER FILTER DRAIN Q v2 WASTE SEC NOTE 10 11= 111 = 111 =1' 3 WAY VALVE MAIN DRAIN AND GRAVEL SUMP WITH HYDROSTATIC VALVE .gmgx.a.senuvr rta.. /D HP PUMP WITH HAIR LINT STRAINER SP/N /OOL PIPING I SOMETR I NO UNDERGROUND SUCTION LINES (2r2" OR LESS) WITH Q0 BENDS ANCHOR POOL EQUIPMENT TO CONCRETE SLAB PROVIDE MINIMUM OF(4) - "0 TAPCONS PER UNIT. CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS IN THE FIELD PRIOR TO START OF WORK AND NOTIFY ARCHITECT / ENGINEER OF ANY DISCREPANCY IN THE DRAWINGS AND OBTAIN HIS APPROVAL BEFORE PROCEEDING MTH WORK. .. • 18" to 24" M Li 11 =1 1 =1 - 111- WATER LEVEL 0 I =1 "AI SK MOUT OR SEAT CONTRASTING 2" TILE TRIM TYP. AT ALL STEPS AND BENCHES 3 WATTS- 12VOLT REMOVABLE UNDERWATER LIGHT OR DRY NICHE 3 AMPS 0 NERAL NOES. 3 #12 ?A O #B SOLID (CU) ' 1" NON- CORROSIVE ' CON DU I Tj. =}--AMPS -4 {ATTS -12 VOLT, REMOVABLE UNDERWATER LIGHT OR DRY NICHE 6AMP G�` CA L, tIA, ,fit c'2?L _ v01 EGV_. rA7 . ! ._: %i ✓ 3® 41 ° .-20 . a 20 . L It' iit • • • • • • • •• ' A BL JJ � - AMPS • • ••• • • • • • • • • • • • • • • • AM • •• • • 4 _ .. • • • • u • Y- 3+. �n6s; 1. 74t�... 9. 4. f �ii - iE' i. i� �C - ---= ` . • °•.- �>�a4a4o.i!/taLLN AiAB . b`"d3e.trtlth+siilSM�hx,t�.'4t Cis. N, twaAC. a•.. a< .lmrr6Ml�el�l6t":,C.•x:,si »t.S. sxvl.. cad, 91+{- :3� ,xJw..4'll.'.ti�ei+l 4 {is•.itOC- Y13dY'{°tiSt 0 • 4 • • • • . ... • • • • v _ • v _ • • • • • 4" GONG. SLAB WITH 6x6, I.4x Vi 1.4 WWM ON COMPACTED PILL LX'G. PAN L Cr fzMed a ,1 xa ,1 THICKENED EDGE WITH (1) #5 CONT. 1 . 4 ' 0 AMPS • • CA 1- p scs IN ACCORDANCE WITH' 2001 SECTION 424.2 I. ALL POOL GUNITE OR CONCRETE SHALL ATTAIN 3009 PSI. COMPRESSIVE STRENGTH WITHIN 28 DAYS. ✓ 2. REINFORCING SHALL BE NEW BILLET STEEL CONFORMING TO ASTM A6I5, GRADE 60. 3. ALL PIPING SHALL BE PVC SCHEDULE 40, APPROVED FOR USE IN POTABLE WATER AND COMPLY WITH FBG 2001 PLUMBING GODS , USING PURPLE PRIMER AT CEMENTED JOINTS TEST TO 35 PSI. WATER VELOCITY TO COMPLY WITH FBG 424.2.63 / ANSI NSPI -5 1115 1.2. 4" 400 315 4. INSTALLATION OP LIGHTS, .JUNCTION BOXES, GROUNDS, el-G. SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OP SECTION 21 OP THE FBG 2001. 5. THE OWNER SHALL FURNISH ADEQUATE ELEGTRIGAL SERVICE FOR THE OPERATION OP THE MOTORS, HEATERS, LIGHTS, el-G. THE OWNER SHALL PROVIDE A DISGONNEGT SWITCH AT THE POOL EQUIPMENT LOCATION IP IT 15 NOT WITHIN 50 FEET OP THE FUSED SWITCH SERVICE POINT. 6. THE POOL PUMP MOTOR, LIGHT, HANDRAILS AND LADDER OR GRAB RAILS SHALL BE BONDED TO THE POOL STEEL WITH A # $ SOLID COPPER WIRE IN A I" NON - CORROSIVE CONDUIT. 1. PUMP EQUIPMENT (INCLUDING FILTER AND /OR HEATER) - SHALL BE LOCATED ABOVE THE REQUIRED BASE FLOOD ELEVATION OR FLOODPROOFED AND ON A ONE PIECE CONCRETE SLAB WITH (4)-4" TAPCONS' EACH PIECE. 8. ON SITE INSPECTION INDICATES SAND AND ROCK WITH A BEARING CAPACITY OP 2.0 KSF. THE GONTRAGTOR SHALL' NOTIFY THE ENGINEER IP OTHER CONDITION ✓ ARE ENCOUNTERED. . 0 1. ALL PATIO GONGRETE SHALL ATTAIN 3000 P51. COMPRESSIVE STRENGTH WITHIN 28 DAYS. 10. POOL WATER DISPOSAL SHALL BE IN ACCORDANCE WITH FBC•SEGTION 424.2. OR LOCAL AUTHORITIES. 11. THE OWNER SHALL PROVIDE A SCREEN ENCLOSURE, FENCE, OR WALL WITH set.�GLOSIN6 AND SELF - LATCHING GATE ( SEE DETAIL POR MINIMUM - REQUIREMENTS IN ACCORDANCE WITH ZONING GODS REQUIREMENTS AND FBG. 2001 424.2.17. POOL BARRIER REQUIREMENTS. 12. OWNER AND BUILDER SHALL BE RESPONSIBLE FOR ACQUIRING RELEASES PROM UTILITY COMPANIES FOR ALL PROPOSED CONSTRUCTION WITHIN ANY UTILITY EASEMENT OR RIGHT -OP -WAY. .41410.'4:43,144.•.ta:. r:►u ia.4s.71.4.4irX4ti.1c IWS116.24 xYX✓Swa K411111 Lo6gt ..i'. hat 1, e caw 'mg rw4.a. •.•n^^ •wl ki'• & 1.4 14.iet dGUcst''J .t • . P. N 1.1 IN. Y/ic UN J' II f"'1' 41• .pll 1 ?654 . O Or J•t, :LI N 1 ri 1 I AAWAN 132..W.,•1 d►.s•�J.A1..•Y�DJdrI.LJ...lrl /3 " "" ii mss.. t:,:iCl• + �• i�.:::+a�Cll.iY 3111 " .(..;. �� • . ... a::: Y.:: SLL'.;::' L': l':. L' 4] TL7GGL.. 11YF1•.: ::<.'.IC.' "'.:Kic1i:14Qli_ • • • • • • • • • • • • • • • • rx6.ce 414411.1kUOMILbefireak.0114".$2.1gUiallimS.14.1raMovita AD alOrmsaamaiLle•••416.14iiparannemenraapa••••••••■•,4awsw• AA AA Alsommarbrowssor.cutioA Lill 16 15 -1 17 18 LOCATION SKETCH NE 96th STREET T r 14 13 1 12 11 10 LILL _1 L NE 95th STREET 1 I T 24 25 I 26 FENCE. AROUND TI4E POOL AREA IN 15 NOTE 11 FOR. MINIfrIM REGUI ENTS raisatinamartairwligni st-toiti rcikotil-fr11) 5' Concrete Walk S90°00'00'W Iron Pipe Iron Pipe 40 00 Found Nail andDisk 7' Grass 2' Curb and Gutter 9. NE 96th STREET J.c a4.,Q0) 52' Asphalt Pavement MIAMI, pLosIDA 53144 r3L • LEGM, DESCRIPTION LOT 8 AND THE EAST 1/2 OF LOT 9 BLOCK 81 OF THEPLAT OF "MIAMI SHORES SECTION 3" , AS RECORDED IN PLAT BOOK 10 AT PAGE 37 OF THE PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORIDA. PROPERTY ADDRESS: 1070 NE 96th Street MIAMI-DADB COUNTY FOLIO: 11-3206-014-3,510 Containing 10,686 Square Feet, More or Less dity of Miami Shores, Florida POOL REQUIREMENTS: SELF-CLOSING/ SELF-LOCKING GATES REQUIRED FENCE: 4' HIGH (MIN.) AND NON-CLIMBABLE IF NEIGHBORS REMOVE FENCE/ WALL, OWNER MUST REPLACE WITH A 4' FENCE ON OWNER'S PROPERTY It 101/ 5 40 00 15 00 15' Platted Alley FoundNail and Disk EDUAFDO J. CANTO PE. CIVIL ENaVEER ROA