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574 NE 94 St (11)I 3 : •4-2 . >q 2o (P) • vs • • • • 31 X15 :Sc-fee.0 a•-fi eics (L.& • , u' CbJC4 SCALE: - • z • • . • . • . ' • , ••• cf r SKEteti or SURVEY ,.; i6: ••• • •--1.-er •••-••■••••,6 -.rot • • • ••••.....C,.• • • • -• • •• • •• • iirt.2 ■••••••• •••• •• • • • -••• • •14•..••••■•••■-•••■••• Alltre.e—•• IN • In 8 MI .1••••-•-•• -- . RA • • ...11•.,•••••■ arr •••• •-•‘..,...+Z.1..,•,-tep • ." '71. UT ------- 14\ • ,t<• 4 • • • • • 75.0 • 'RAW •I.1i7 I ( 1.!;SZ • 743—> 1[ r.toJE:* EXCEPT wHEnt speciFtE0 EfITY.F011 SunvEr. SeAI1C ' FtECOr10E0 PLAY poEtit !FIE° im I HE NOfT RIGHT..Or•WAY OF PECOTIO I4A IMPLIED DITERFAINA ION or iME. cliEcKto . 4 its A ilk:R K SANDRA Id a ( 51J m<ti tvri • k ‘-Y atii. .;?F 0 - 1 1 0 N 7 / 0 .964 onaJF.CT Viv • • Ilt1Ec* or HETIE 31 C4 tk1 . LEGAL DE Sow! lor4 OF ME PROP. 11 FOFI (A tTt, 111CO3401w4OE 3 bEEN MADE, to EXPTISSSE0 TO TIE LANO DESCRISED, IS MADE: • . • • ••• *1 5X II ET E Y Elr Die ASOVE15iTalflE0 PtIOPEMY IS 11WE ANOCOMIEcT 10 tIfE BEST or MY IWO rafix1E AND OELIEF AS CAECEN I TRAT nit AI TAcilEct •surtveYE0 ANO PLOTTED UNDER ijNLEf MY nEbmistotE OHIECTtoti AHD IIAT Tin E APE NO MVP E Dw,JNO El4cnones-oArirs UNLESS SHOWN ' THEREoH. 'mmHg A CE111IFY: MAT THIS SUAVEY 1.6511 TIM MINIMLIMJECI DMA). 3rnonAno3 rOri sunVE/S "Pun5uANI 10 SECTION • /7•027. FLCJI STATUTES. AI10 ADOPTED t11 CitArl ER 111-4m.e. FLORIDA ADmiNIS I RAI PIE COCE, EFFECTIVE SE PlEmEtEri I, i ogi, AS AMENDED, DEC Ehtti e n y.. a a . . . ATto AT,DA. viC .4 7 OA . snow00 COUNTY. FloMOA. ":!% • 1 PO, :MN= 1 .e, .;••.'r • • ; ttfil 71 •■•■•••■•••• • i�tc �,�Itgoow FLORIDA i • t aao the N► .►+. en. 4.4,464,6%, far ♦u'#IF lir ' • • w -" �p*„ �ienctncai ea toatn? cou'a• : , ►e r1►r�th test acid,tluil�lir Ara 4 ititoWlaxl s' C1 all bnildiayt re�+tiatioas; w►h : b s cd Itcrsle. Ali rciaforceei steal, eloctrica') wlrin* and c+�of gifts t +3 Drs s acetI bore inipection. , 41ro- t40a *400 �fi3a.carx. 4, V —c ; ',i � y � - ' :Lo sIT : Q . T 0ea��a<�,, *' sirf ALoA 6 `' /' V � '+ L. . Ni1sel4su ,, s / / / / / / f: 1. CO •o x N CO x N cD x N I I � I l X I N I I (1) rn 8" X 8\q©<C. FOOTING WIT # "\CI) CONT. 0' 6 '3" TOP VIEW O -11111111111111 NIP 6' -2" 12" FOOTING DETAIL 1 1/2" : 1' -0" F=RONT VIEW EXISTING RESIDENCE. • Q '4 • 6' -2" 3Y -0" 6' -2" 6' -3" V ( 10 X 12 FOOTING WITH 2 #5 CONTINUOUS. 3/16" : _ 1Q'' n N 2X 4 COL. 2 X 4 COL. 2X 4COL. GENERAL NOTES: 1. CONTRACTOR TO VERIFY ALL DIMENSIONS. 2. SEE ATTACHED SPECIFICATION SHEET FOR ADDITIONAL DETAILS. 3. STRUCTURE SHALL BE BUILT ACCSRDING TO ATTACHED SPECIFICATION SI-4EETh ANC) DETAILS DRAWN BY RAMMS ENGINEERING iN 4. DOORS ARE OPTIONAL, CONTRACTOR TO VERIFY LOCATION. t1/114 L H 0' -20' 2O' -25' 25' -30' 30' -35' 35' -40' 40' -45' W -8' 4 4 4 6 6 6 >8' -9' 4 4 6 6 6 8• >9' -1D' 4 4 6 6 8• 10 • >10 -12' 4 6 6 8 • 10 • 12 • >12 -14' 6 6 8• 10• 12 • 14 . >14' -15' 6 8• 10 • 12 • 14• 14• r�� =•,� 2 x 5' x 1/8" x 0' -E' 11111i ALUM. L EACH ROOF BEAM W/4/12 x3" LONG TO IA & _ FASC 5 /12 x 3/4' �� � S.M.S. TO GUTTER UP. 3'1 ;2 1/2' 3"t 2 1/ • EXISTING FASCIA BOARD (2" NOMINAL 7.000" PLAN 1/8" STAINLESS STEEL CABLE DOUBLE COMPRESSIONSLEEVES ALTERNATE TO ALUMINUM BAR SUPER GUTTER ARROW INDICATES BOTTOM ALUM L 2 x 4 3/4 x 1/6 x 0' -6' W/ 2 -3/8 0 x 8' LAG SCREWS TO FASCIA SPACED AS SHOWN & w/ 1' DISTANCE TO BOTTOM OF GUTTER. 1' x 2' ALUM. CONT. W/ 11 10 x 1 1/2' S. S. S. M. S. 0 16' 0. TO SUPERGUTTER & 2 / 10 x 1 1/2" S. 5. S. M. S. (INTERNAL) TO ALUM. BEAM SIDE. 2 x 2 x 1/5 x O' -2 ALUM. ANGLE EACH SIDE W/3 #10 S.M.S. TO BEAM AND 1/4 0 AN EASIDE AW4 (B SUPERGU (TYP 2 SIDES). • REINFORCE FASCIA CONNECTION TO EXISTING RAFTERS W/ 3 -.268' 6 x 3 1/2' LONG WOOD SCREWS SPACED AT 1' 0. C. VERTICALLY, AND w/ 1" EDGE DISTANCE TOP & BOTTOM. 2 -3/8' 0 x 8' LG. LAG SCREWS AT EACH SIDE OF ROOF BEAM W/ 1' x 1' ALUM. SLEEVE EACH LEG & W/ 2 1/2" DISTANCE FROM BOTTOM OF GUTTER ADOIi1ONALLY, USE SAME LAG SCREWS & SLEEVE 0 24' 0. C. BETWEEN BEAMS. ALUM. BEAM SUPER GUTTER REINFORCEMENT DETAIL TYPE 1 1/8' EXTRUDED Alum. BRACKET WITH (9) 1t4 x 3/4 SMS TO WALL MEMBERS 5/16' 0 S. S. EYE -BOLT WELDED CLOSED WITH DOUBLE NUTS & WASHER. DOUBLE COMPRESSION SLEEVES 1/8' STAINLESS STEEL CABLE / PERIMETER MEMBER 1 5/32 CUT FROM 1' x 5 ANGLE (6063 -T6 ALLOY) ANGLE BRACKET DETAIL TYPICAL ELEVATION 2 1/4 3' CLIP DETAIL 3 A.S.T.M. A -36 GALVANIZED STEEL CLIP WITH (2) 3/8" x 3 RED HEAD WEDGE ANCHORS TO CONCRETE SLAB. MAINTAIN 3 Min. EDGE DISTANCE. TYPICAL SCREEN WALL CABLE BRACING SYSTEMS N. T. 5. 9/1 EXISTING RAFTER OR TRUSS (2' -If O. C. MAX.) • EXISTING FASCIA BOARD dc SOFFIT REINFORCE BOTTOM OF FASCIA Wit x2"x1 /8' CONT. ALUM. L W/2 /14 S.M.S. EACH LEG. EA RAFTER. SECTION 2 -3 /IT' 4 x 8" LG. LAG SCREWS AT EACH SIDE OF ROOF BEAM W/ 1' x 1' AWM. SLEEVE EACH LEG k w/ 2 1/2' DISTANCE FROM BOTTOM OF GUTTER ADDITIONALLY, USE SAME LAG SCREWS & SLEEVE 0 24' 0. C. BETWEEN BEAMS. 2'x5" x1/Er x0' -6 WIDE ALUM. ANGLE EA. ROOF BEAM W/4 /12 x 3 LONG TO FASCIA & 5 /12 x 3/4 S.S.S.M.S. TO GUTTER UP. 1'x2' f TO BEAM w/ 2 10 S.S_S.M.S. (INTERNAL). 2" xtx1 /8'x0' -2 ALUM. ANGLE EA. SIDE W/3 110 SMS TO BEAM. ALUM. BEAM. I/4' THRUBOLT EA. SIDE OF BEAM T-RU 2x2 L BOTTOM FLANGE OF BEAM NOTCHED HORIZONTALLY (OPTIONAL) & REINFORCED W/ 1 1 2 x 2 1/2 x .062' x O' -4 LONG ALUM. [ W/ /10 x 3/4 S.M.S. EACH SIDE. (MANSARD ROOFS ONLY). x 5 x .072' CUNT. ALUM. SUPERGUITER. 2" x4 3/4'x1 /8'x0' -C ALUM. L CENTERED W /BEAM 0 BOTT. OF GUTTER W/2- 3/8'0x5 LG. LAG SCREWS TO FASCIA W /1' DISTANCE TO BOTTOM OF GUI a.m. SUPER GUTTER CONNECTION DETAIL 0 CABLE SCHEDULE ** TOTAL t? OF CABLES ^ EQUIRED AT FRONT WALL DISTRIBUTED 50% EA. END • MAY REQUIRE SPECIAL ENGINEERNG OR MAY REQUIRE USE OF K BRACES AS PER SHEET 5 OF 6, SHOULD CABLES DON'T FR. • + USE ONE SET OF CABLES ON RETURN WALLS FOR PROJECTIONS (L) OVER 16 FEET, 3/B' x 3 RED HEAD WEDGE ANCHOR 1/5 STAINLESS STEEL CABLE DOUBLE COMPRESSION SLEEVES x 1 1/4' x 5 5/8' ALUMINUM 6A4 ATTACH SUPERGUTTER TO FASCIA BETWEEN ROOF BEAMS WITH 1/4 0 x 2 1/2' LAG SCREWS o 20" 0. C. ATTACH SUPER BRACKET 70 FASCIA WITH (4) 3/8"0x 21/2' LAG SCREWS THRU SUPERGUTTER. 2' NOMINAL FASCIA REQUIRED ATTACH SUPER BRACKET TO FASC41 WITH (4) 3/e • x 2 1/2 (.AG SCREWS THRU SUPERGUTTER. 2" NOMINAL FASCIA REQUIRED PLAN SCALE : 1/4" • 1 CASE 1 /TIIIECO INC. 1 TILLIT TESTING k ENGINEERING COMPANY 6595 N.W. 34t11. St.. S:•. 217, Y.RGIHA CARDERS. F1. 33166 Mono : (305)611 -1530 . Fax : (303)571-13.31 WALTER A. TILLR Jr.. P. E. FLORIDA Lic. 44167 1n .125' - SUPER BRACKET (6' LONG), (REQUIRED ONLY FOR REINFORMENT TYPE 2) SUPER BRACKET Y. 056 SCALE : 3/4 - 1' 3/14x1' SMS TO SUPER GUTTER EA. ANGLE • ROOF BEAM 2 x3 x 1/4 x0 -4 AWM. L EA. SIDE 4/14x 1" SMS TO SEAM EA. ANGLE. SUPEROUTTER SECTIONS SCALE : 1/e s 1" 2' x 3 x 1/4 x 0' -• ALUM. ANGLE EACH SIDE OF ROOF BEAM WITH (4) / 14 x 3/4 S. M. S. 10 ROOF BEAM AND (2) 3/8' x B' LAG BOLTS THRU SUPERGUTTER TO FASCIA & (3) / 14 x 1" 5. M. S. TO SUPERGUTTER. 1' x 2' [ WITH (2) 3 /14 x 2 SMS TO SUPER GUTTER THRU 2 x 3 ALUM. ANGLE SUPER BRACKET SUPERGUTTER SUPER GUTTER REINFORCEMENT DETAIL TYPE 2 CASE 2 APPROVED AS COMPLYING WITH 105 SOUTH FLIRIDA BUILDING CODE DAT )gCf BY. _ ./ PRODUCT CON '"IL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE N0.6 SCREEN ENCLOSURE RECOL ENTERPRISES 13280 N.W. 43 AVENUE OPA- LOCKA. FLORIDA 33054 OCKIrPZIN GENERAL turf 6/10/96 KY. X. a OVA RF Lau SUPERCUTTFR art ROOF BEAM (2) 2 x 3 x 1 x L EA SIDE W /(2) 1/4' 0 BOLTS TO SUPERGUTTER FOR TOP ANGLE & (2) 114 SMS FOR BOTTOM ANGLE & W /(2) 14 x 1' SMS TO ROOF BEAM EA ANGLE. AS SHOWN SCALE 11/6/95 DATE 94 — 193 DRAWING No SHEET 6 OF 6 DETAIL A/5 7 1 5' MAX. 3 -0' 5' MAST. 5' MAX. 1 • BRACED 1 BRACED PANEL PANEL CASE 1 1 BRACED 1 BRACED PANEL PANEL CASE 2 DETAIL A/5 rPERIMETER (SIt.1) / MEMBER TYPICAL SCREEN WALL BRACING SYSTEMS ALUM. COLUMN OR CORNER COLUMN z u /OROS 24//4k 8 /14 x 3/4 SMS TO COLUMN. ALUM. COLUMN OR CORNER COLUMN PLAN 5' DETAIL A (ELEV.) ALUM. COLUMN OR CORNER COLUMN ALUM. COLUMN OR CORNER COLUMN 4 /14 x 3/4 SMS TO COLUMN. 1' xr x 3/16' x0' -5" ALUM. LW /2 /PS x 3/4' SMS TO BRACE, 2 114 x 3/4' SMS TO PERIMETER MEMBER & 3 -1/4'0 THRU BOLTS TO COLUMN SPACED 2" O. C. VERTICALLY & w/ 1/2' EDGE DISTANCE TOP & BOTTOM. 6"x5'xi /6' ALUM. PLATE 0 FRONT & l'xrx3 /16x0' -6 ALUM. L AT REAR PERIMETER MEMBER Hr P LAN PERIMETER MEMBER r x r x .050' WALL BRACING (TYP) 1'xrx3 /16" x0' - 4 ALJM. L W/2 514 x 3/4 SMS TO BRACE. 1 114 x 3/4 SMS TO 1'x2 [ & 3 - 1/41 THRU BOLTS TO COLUMN SPACED 1 1/2' 0. C. VERTICALLY W/ 1/2' EDGE DISTANCE TOP & BOTTOM. 1 ALUM, L W/2 -\ 114 x 3/4' SMS TO EACH BRACE AND 1 114 x 3/4 SMS TO CHAIR RAIL AND 3 -1/4' 0 THRU BOLTS TO COLUMN SPACED 3' 0. C. VERTICALLY W/ 1/7 EDGE DISTANCE TOP AND BOTTOM. Y x 2 WALL BRACE r x 2" x .050" WALL BRACING (TYP.) 2 14x3 /4 SMS EACH SLOE /EACH BRACE 2 x r x .050' WALL BRACING (TYP.) 2"x2 CHAIR RAIL 1 /14 /4 SMS EACH SIDE 5'x4 "x1 /8" ALUM. PLATE 0 FRONT & 1'x2" x3 /16x0' -5" ALUM. L AT REAR 6" xr x1/8" ALUM. PLATE 0 FRONT & 1 " 2'x3/115"x0' ALUM. L AT REAR, r x r WALL BRACE PLAN DETAIL B (ELEV.) ALUM. COLUMN OR CORNER COLUMN 4 /14 x 3/4 SMS TO COLUMN. ALUM. COLUMN OR CORNER COLUMN 1 "x2' x3 /16" x0' -4 ALUM. L W/2 114 x 3/4' SMS TO BRACE, 1 114 x 3/4" SMS TO 1 "x2" & 3 -1/44 THRU BOLTS TO COLUMN SPACED 1 1/2 0. C. VERTICALLY W/ 1/r EDGE DISTANCE TOP & BOTTOM. x r WALL BRACE PLAN x4 x1 /8" ALUM. PLATE 0 FRONT & 1'xrx3 /16"x0' -4' ALUM. L AT REAR 2 /14x3/4' SMS TO WALL BRACE & 1 /14x3/4 SMS TO 1'x2" [. 2" x'..r WALL BRACE" 1 "x2 [ DETAIL C' (ELEV.) ALUM. COLUMN OR CORNER COLUMN ALUM. COLUMN OR CORNER COLUMN 4 /14 x 3/4 SMS TO COLUMN. APPROVED AS COMPLYING WTH THE SOUTH FLORIDA BUILDING CODE DATE S . 19 BY • • - t PRODUCT CO ROL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO% - 6566.64 L = ROOF PROJECTION H• = SIDE WALL HEIGHT OR THE AVERAGE BETWEEN THE FRONT WALL HEIGHT AND THE HEIGHT AT EXISTING STRUCTURE. T H2 i 5" DETAIL C (ELEV.) 4' 1 "xr 2 /14 x 3/4' SMS TO WALL BRACE, °// AND 1 TO 1' x 2 I FN.!. ( IILIECO INC. TESTING & ENGINEERING COMPANY N.W. 4Ui. St . S .. 717, N NA C J(. 45. Fl. 5: 167 Awns : (345)771 -11:30 . Fax : (343)671 -1331 WALTER A. TILLR Jr.. P. E. FLORIDA Lk. 44167 SCREEN ENCLOSURE RECOL ENTERPRISES 13280 N.W. 43 AVENUE OPA— LOCI(A. FLORIDA 33054 IICl. 1x1 2 KSUIF 101 GENERAL W1[ 11/7/65 KCI. 11. a PC5C RICO b.R SCALE 9/16/94 DATE 94 — 193 DRAWING No SHEET 5 OF 6 BRACED WALL PANELS SCHEDULE TOTAL M OF BRACED PANELS REQUIRED AT FRONT WALL H. 0' -20' 20' -25' 25' -30' 30' -35' 35' -40' 40' -45' 0' -8' 2 2 2 2 2 2 >8' - 9' 2 2 2 2 2 2 >9' -10' 2 2 2 2 2 2 >10' -12' 2 2 2 2 4 4 >12' - 14' 2 2 2 4 4 4 >14' - 15' 2 2 4 4 4 4 DETAIL A/5 7 1 5' MAX. 3 -0' 5' MAST. 5' MAX. 1 • BRACED 1 BRACED PANEL PANEL CASE 1 1 BRACED 1 BRACED PANEL PANEL CASE 2 DETAIL A/5 rPERIMETER (SIt.1) / MEMBER TYPICAL SCREEN WALL BRACING SYSTEMS ALUM. COLUMN OR CORNER COLUMN z u /OROS 24//4k 8 /14 x 3/4 SMS TO COLUMN. ALUM. COLUMN OR CORNER COLUMN PLAN 5' DETAIL A (ELEV.) ALUM. COLUMN OR CORNER COLUMN ALUM. COLUMN OR CORNER COLUMN 4 /14 x 3/4 SMS TO COLUMN. 1' xr x 3/16' x0' -5" ALUM. LW /2 /PS x 3/4' SMS TO BRACE, 2 114 x 3/4' SMS TO PERIMETER MEMBER & 3 -1/4'0 THRU BOLTS TO COLUMN SPACED 2" O. C. VERTICALLY & w/ 1/2' EDGE DISTANCE TOP & BOTTOM. 6"x5'xi /6' ALUM. PLATE 0 FRONT & l'xrx3 /16x0' -6 ALUM. L AT REAR PERIMETER MEMBER Hr P LAN PERIMETER MEMBER r x r x .050' WALL BRACING (TYP) 1'xrx3 /16" x0' - 4 ALJM. L W/2 514 x 3/4 SMS TO BRACE. 1 114 x 3/4 SMS TO 1'x2 [ & 3 - 1/41 THRU BOLTS TO COLUMN SPACED 1 1/2' 0. C. VERTICALLY W/ 1/2' EDGE DISTANCE TOP & BOTTOM. 1 ALUM, L W/2 -\ 114 x 3/4' SMS TO EACH BRACE AND 1 114 x 3/4 SMS TO CHAIR RAIL AND 3 -1/4' 0 THRU BOLTS TO COLUMN SPACED 3' 0. C. VERTICALLY W/ 1/7 EDGE DISTANCE TOP AND BOTTOM. Y x 2 WALL BRACE r x 2" x .050" WALL BRACING (TYP.) 2 14x3 /4 SMS EACH SLOE /EACH BRACE 2 x r x .050' WALL BRACING (TYP.) 2"x2 CHAIR RAIL 1 /14 /4 SMS EACH SIDE 5'x4 "x1 /8" ALUM. PLATE 0 FRONT & 1'x2" x3 /16x0' -5" ALUM. L AT REAR 6" xr x1/8" ALUM. PLATE 0 FRONT & 1 " 2'x3/115"x0' ALUM. L AT REAR, r x r WALL BRACE PLAN DETAIL B (ELEV.) ALUM. COLUMN OR CORNER COLUMN 4 /14 x 3/4 SMS TO COLUMN. ALUM. COLUMN OR CORNER COLUMN 1 "x2' x3 /16" x0' -4 ALUM. L W/2 114 x 3/4' SMS TO BRACE, 1 114 x 3/4" SMS TO 1 "x2" & 3 -1/44 THRU BOLTS TO COLUMN SPACED 1 1/2 0. C. VERTICALLY W/ 1/r EDGE DISTANCE TOP & BOTTOM. x r WALL BRACE PLAN x4 x1 /8" ALUM. PLATE 0 FRONT & 1'xrx3 /16"x0' -4' ALUM. L AT REAR 2 /14x3/4' SMS TO WALL BRACE & 1 /14x3/4 SMS TO 1'x2" [. 2" x'..r WALL BRACE" 1 "x2 [ DETAIL C' (ELEV.) ALUM. COLUMN OR CORNER COLUMN ALUM. COLUMN OR CORNER COLUMN 4 /14 x 3/4 SMS TO COLUMN. APPROVED AS COMPLYING WTH THE SOUTH FLORIDA BUILDING CODE DATE S . 19 BY • • - t PRODUCT CO ROL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO% - 6566.64 L = ROOF PROJECTION H• = SIDE WALL HEIGHT OR THE AVERAGE BETWEEN THE FRONT WALL HEIGHT AND THE HEIGHT AT EXISTING STRUCTURE. T H2 i 5" DETAIL C (ELEV.) 4' 1 "xr 2 /14 x 3/4' SMS TO WALL BRACE, °// AND 1 TO 1' x 2 I FN.!. ( IILIECO INC. TESTING & ENGINEERING COMPANY N.W. 4Ui. St . S .. 717, N NA C J(. 45. Fl. 5: 167 Awns : (345)771 -11:30 . Fax : (343)671 -1331 WALTER A. TILLR Jr.. P. E. FLORIDA Lk. 44167 SCREEN ENCLOSURE RECOL ENTERPRISES 13280 N.W. 43 AVENUE OPA— LOCI(A. FLORIDA 33054 IICl. 1x1 2 KSUIF 101 GENERAL W1[ 11/7/65 KCI. 11. a PC5C RICO b.R SCALE 9/16/94 DATE 94 — 193 DRAWING No SHEET 5 OF 6 H a 0' -20' 20' -25' 25' -30 30' -35' 35' -40' 40' -45' 0• -8' 2 2 2 4 4 4 >8' -9' 2 2 2 4 4 4 >9' -10' 2 2 4 4 4 6 >10' -12' 2 4 4 4 4 6 >1T -14' 4 4 4 4 6 6 >14' -15' 4 4 4 4 6 6 /S\ 116 L \ / 1 \ r444 ALUM. BEAM 2 x 2 PURUN W/ 4 #10 x 1 1/2 S.N.S. (INTERNALLY) TYP. TO BEAM 311r TI x s' x BEAM'S DF h 606 ? —T6 ALUM. PLATE EACH SIDE (INTERIOR) REQ'D AT ALL CONNECTIONS EXCEPT AT MAN RD BEAM SPUCE DETAIL 6 . —� 3/8' 0 THRU BOLT 2 #14 x 3/4" S.M.S. ALUMINUM BEAM PLAN 1 SECTION X -X CASES 1 & 2 DETAIL 7O X 3/B' 0 THRU BOLT 3/e 0 THRU BOLT 3/16' THK. x 0• - LONG ALUM. ANGLES TOP & BOTTOM OF 2 x 2 BRACE 2 x r x .0501 DIAGONAL ROOF BRACE 4' x r x 3/16' x O• — r ALUM. L (CASE 1, MANSARD & DOME ROOFS). x 2 x 3/15 x 0' -3 ALUM. L (CASE 2. FLAT do MONOSLOPE ROOFS). 3• x 2 x 3/10" x 0' -3' ALUM. L 3 /8 0 THRU BOLT 2' x 2' ROOF BRACE (SLOPED FOR CASE 1 & FLAT FOR CASE 2) DIAGONAL ROOF BRACE CONNECTION ALUM. BEAM OR ALUM. COLUMN SECTION PERIMETER MEMBER i' x 2.OA' x 1' x .060" x U' -2 ALUM */2 #10 S.M.S. EA. LEG TO 2 x 2' & 2 #10 S.M.S. TO COL. OR BEAM • • • (ALTERNATE N' 1) (ALTERNATE N' 2) x 2" CONNECTION TO COLUMN OR BEAM DETAIL Y x 7 x 0501 DIAGONAL ROOF BRACE 3/16' THE. x 0 —3' LONG ALUM. ANGLES TOP & BOTTOM OF r x r BRACE r x 2 ROOF BRACE (SLOPED FOR CASE 1 & FLAT FOR CASE 2) 3/8" 0 THRU BOLT PLAN 4' x 2 x 3/16' x 0' -3' ALUM. L (CASE I x O' -3.. UM. ROOFS). (CASE 2, FLAT & MONOSLOPE ROOFS). SECTION X' -X' CASES 1 & 2 r x r wrrH 4 /10 x 1 1/2' S.M.S. INTERNALLY TO BEAM OR COLUMN. • X 3/8 THRU BOLT ELEVATION OR PLAN DETAIL 9O 1 ALUM. BEAM OR ALUM. COLUMN PERIMETER MEMBER 3/8' • THRU BOLT r I E4 CH SIDE (EXTERIOR) ALUM. PLATE PERIMETER MEMBER 3/8" • THRU BOLT 3/15" THK. x 3 x 3' ALUM. PLATE EACH SIDE (EXTERIOR) LAST PANEL ROOF / — � EXISTING STRUCTURE SPACING RE0 AS PER SCH-EDULE FIRST PANEL ROOF BRACING REO'D AS PER SCHEDULE. INTERMEDIATE PANEL DIAGONAL ROOF BRACNG REO•D ALWAYS EACH SIDE TYPE A LAST ROOF PANEL INTERMEDIATE ROOF PANEL FIR:' ROOF PANEL 3 x t x 3/16" x D' -3' ALUM. L L = ROOF PROJECTION H• = SIDE WALL HEIGHT OR THE AVERAGE BETWEEN THIS FRONT WALL HEIGHT AND THE HEIGHT AT EXISTING STRUCTURE. DIAGONAL BRACE REO'D. ONLY THIS LOCATION. TYPE B (PLAN) (PLAN) ROOF BRACING REQUIREMENTS EXISTING STRUCTURE NUMBER OF DIAGONAL BRACING REQ'D AT FIRST AND LAST ROOF PANELS IN ADDITION TO INTERMEDIATE ROOF PANEL BRACES SHOWN ON PLANS APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DAT 19 BY PRODUCT CO ROL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO% - 5 D6 • IILIECOINc. TIL. JT TESTING & ENGINEERING COMPANY 6595 N.W. 36th. St.. Ste. 217. VIRGINIA GARDENS. fl. 33166 From" : (305)671 -130. Fax : (345)671 -1531 WALTER 0. TILLIT Jr P. E. FLORIDA Lc. 44167 SCREEN ENCLOSURE lerf. I Ofitlf'x1/ RECOL ENTERPRISES 13280 N.W. 43 AVENUE OPA— LOCKA. FLORIDA 33054 DAW x[.. K. pcsufllol :An 2 GENERAL 11i 6/55 3 a SCALE 9/18/94 DATE 94 - 193 DRAWING No SHEET 4 OF 6 SIDE PLATE SCHEDULE TOP & BOTTOM PLATE SCHEDULE BEAM BEAM L t TOTAL. f OF EQUALLY SPACED •11 SMM FOR E PLATE 4SB e 1/8" 8 419 8• 1/8" 8 6S8 10' 1 10 7LB 10 1/3 10 8LB 14 1/8" 18 9LB 14 1/8' 15 1019 1r 3/16• 22 SIDE PLATE SCHEDULE (INTERIOR BEAM A t 458 3' 1 /Er 418 3' 1/9 6S8 5" 1/8' 7LB 6' 1 /8 8113 r lilt 9LB 8" 1 /8 . 1019 9" 1 /Er EXIST. PJIFTER OR TRUSS EXISTING SOFTIT NOTCHED BEAM COLUMN LOCATION OR UNNOTCHED 2 X 2 PURUN PERIMETER MEMBER (TYP.) 2 NOMINAL FASCIA REQ•) • (TYP.) SECTION ALUM. BEAM 2 110 S.M.S. (TYP.) 1 -1/2 LANG INTERNAL FOR BEAM CONNECTION: W/ 3 114 S M1.S. 10 COL .AN L 3 114 S.M.S. TO BEAM (3/4 LONG) FOR PURUN CONNECTION: 2 X2 X1/8' X 2 LONG. ALUN.LW /3114 S.M TO COL & 3 #14 S.M.S. TO PURLIN (3/4 LONG). BEAM OR 2X2 PURLIN CASE 1 3 110 S.M.S. EA. SIDE (3/4 LONG ONLY FOR BEAM CONNECTION. 2 1 S.M.S. 1 -1/7 LONG INTERNAL SLOPED BEAMS 1- x r W/2 1 10 S.M.S. (I TO BEAM & t / 1 X 3 S.M.S. 0 24• D. C. 0 FASCIA 2 x 2 x 1/8' x 2 (7LB. & UNDER) & 4' (818. TO 10L8.) ALUM. < EA SIDE W/ 3 110 S.M.S. TO �N (SEE BELOW) AND W/ REINFORCE FASCIA CONNECTION TO EXISTING RAFTERS w/ 3 .261r X 3 1/1 LONG WOOD SCREWS SPACED AT 1' 0. C. VERTICALLY. AND W/ 1' EDGE DISTANCE TOP & BOTTOM. •• USE 2 3/8'0 X 5 LAG SCREWS EA. SIDE, SPACED 2' 0.C. VERT. FOR 1018, 9LB & 818. BEAMS. USE 1 3/5 0 X 5" LAG SCREW, EA SIDE FOR REST OF BEAMS. LOCATE LAG SCREWS W 1 1/2 EDGE DISTANCE FROM TOP & BOTTOM OF FASCIA. BEAM /FASCIA CONNECTION DETAIL 1/2' BEAM 2 110 S.M.S. (TYP.) 1 -1/2' LONG INTERNAL 1/2 ALUM. COLUMN 1• X 3" X 0.082' x r ALUM. L OR BENT PLATE W/ 4 114 S.M.S. (3/4' LONG) FLAT BEAMS 1 -1/2 MIN. BEAM OR 2X2 PURLIN 3 110 S.M.S. (3/4 LONG) ONLY FOR BEAM CONNECTION. SEE TYPICAL BEAM TO COL. CONNECTION ON DETAIL 4 CASE 1 OR 2. CASE II FASCIA CONNECTION DETAIL (DOME ROOFS) 2 110 S.M.S. 1 -t /2 LONG INTERNAL 2 110 S.M.S. 1 -1/2 LONG INTERNAL 2 X 2 X 1/8" X 4 ALUM. L EA. SIDE W/ 3 #12 S.M.S. TO COL. & 2 -3/ x LG. LAG SCREW TO 6 AS M IA � � MIN. LENGTH X MIN. • HEIGHT W000 SPACER • EA. COLUMN. .032 SHEET ALUM. CAP w/ 2 110 SM.S. TO BEAM. CASE 2 TYPICAL BEAM & PERIMETER MEMBER 2 -110 1/2 S.M.S. G LDN INTERNAL CONNECTION TO COLUMN DETAIL 1 IL ECOINc. TILLIT TESTING & ENGINEERING COMPANY 6595 N.W. 3611. St.. St►. 217. NM"+INiA CARIXNS. R 33166 P.or.• : (305)e71 -1530 . Fat (3[kf}e71 - WALTER A TILLR Jr.. P. E. FLORIDA U. 44167 SCREEN ENCLOSURE RECOL ENTERPRISES 13280 NW. 43 AVENUE QPA- LOCAA. FLORIDA 33054 KY. NO 6ESC4:1.7N CQKFo1L aNCRAL DAR 1N. N. • WS/95 6 /10 /Ne acs.Arna art SCALE 9/18/94 DATE 94 - 193 DRAWING No SHEET 3 OF 5 ALUM. BEM 1 1/2 X 2 -3/16" x 1 -1 /2" x 0.062' x S. LG. ALUM. rr W/3 112 S.M.S. TO COL OR BEAM &3112 S.M.S. EA SIDE TO BRACE (TOP & BOTTOM) 4SC OR 4LC — 3SC, 4SC OR 4LC EXISTING FASCIA BOAR. + MIF: NOMINAL_ THICKNESS Y, 6" HIGH. 4' THICK CONC. SLAB w/ 6X6, W1.4 X W1.4 WWM PLATE EACH SID INSIDE ALUM NU BEAM 1/8" TAKE (6083 -16 ALLOY) W/ 16 114 x 3/4 S. S. S. M. S. EA. PLATE. APOITI0NAL r X 2 X 1/e X .r ALUM, <EACH SIDE WITH 2 12 x 3/4' S.U.S. TO COL AND 1/4' 0 X 2 -114 TAPCON ANCHORS TO CONCRETE READ ONLY FOR 4LC & 6SC COLUMNS USED W/ ROOF BEAMS 6SB TO 10L8. L/2 1" TYP 1• TYP. 8 X 8• CCNT. CONC. FOOTING W/ 2 15 REBAR 8 ALUM. COLUMN x -X • • X -X 114 x 3/4' S.S.S.M.S. SEE SCHEDULE FOR QTY. EACH PLATE MANSARD ROOF BEAM SPLICE DETAIL 2 -112 x 3/4 s.IA. EACH SIDE 2' X 2 X 1/8' x 2 ALUM. <EA SIDE W/ 1/4' 0 X 3 -1/4 TAPCON ANCHORS TO CONCRETE. 1 X 2 ALUM_[ w/ 2 110 X 1 -1/2" S.M.S. (INTERNAL) TO COLUMN EACH SIDE AND W114 1 1/4 0 X 2 -1/4 TAPCON ANCHORS 10 CONCRETE • 18" 0. C. 6 MIN. 2" WOE ALUM. SPLICE PLATE TOP to BOTTOM. 1/8' THX. (6063-T6 ALLAY) 1/2' 1/2' DAT BY PRODUCT CON • . 1 1 T 1 • • SECTION X -X SECTION N.T.S. COLUMN TO FOOTING AN CHOP..AGE DETAIL U NOTE: SPLCE DETAIL MUST BE LOCATED AT 7'-d' MAXIMUM FROM COLUMN. APPROVED AS COMPLYING W1TH THE SOUTH FLORIDA BUILDING CODE OL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO Q 6' 6,66 • Q& 3 BEAM OR COL SPACING 5' -0" MAX BETWEEN 2X2 COLUMN PURUNS HEIGHT EXISTING STRUCTURE ALUMINUM COLUMNS (TYP) RETURN (REQ RED EACH SIDE WALL) () 3/3 PERIMETER MEMBER DETAIL 3/3 (TM.) ALUMINUM BEAMS WALL BRACING (SEE SCHEDULE) TYP. ON SHEETS 3 & 6 OF 6. DOME ROOF ABOVE FASCIA. SEE FASCIA CONNECTION DETAL 2/3 WALL BRACING (SEE SCHEDULE) TYP. ON SHEETS 5 R 8 OF 8 TYPICAL DOME ROOF ISOMETRIC — ExISTNC STRUCTURE MAX COLUMN HEIGHT ETAIL 3/3 (TYP.) ALUM NUM BEAMS PERIMETER MEMBER MAX N.AX s --0' MAX COLUMN BETWEEN 2X2 n7 PUP UNS 3' -0" 1'X2' ALL ARCJND SCREEN CONCRETE SLAB & FOOTING ) L 3/3 14 EXISTING STRUCTURE e A ke„.4,Ak ALUMINUM COLUMNS (TYF) DETAIL 8/4 (TYP) 1 X 2 ALL AROUND RETURN CABLE (REQUIRED EACH SIDE WALL) DETAIL 3/3 (TYP) :-' c 04 1.�y >~� t>)l TYPICAL MANSARD ROOF ISOMETRIC 5' —O' MAX MAX BETWEEN 2t2 COLUMN PURUNS HEIGHT 3'-0" 1 X 2 ALL AP.OUN: BEAM OR COL SPACING / PERIMETER MEMBER ALUMINUM COLUMNS(TYP.) DETAIL 3/3 (TYP.) WALL BRACING (SEE SCHEDULE) TYP. ON SHEETS 5lc6OF6 PERIMETER MEMBER ALUMINUM BEAMS DETAL 7/4 (TYP). MAX COLUMN HEIGHT CORNER COLUMN (TYP). 2 X 2 CHAIR RAIL ALL AROUND BEAM OR COL SPACING D 3/3 CONCRETE SLAB do FOOTING WALL BRACING (SEE SCHEDULE) TYP. ON SHEETS 5 & 6 OF 6 TYPICAL MONOSI.OPE ROOF ISOMETRIC 1 itEic.\ TILLET TESTING t ENGINEERING COMPANY 6:95 N.W. 36111. St, Sco. 217. YIRGMM G4G015. ►L 33166 Ran• : (306)571 -1530 . Fat : (303)871 -1531 WALTER A. TILLR Jr., P. E. FLORIDA Lk. 44167 TYPICAL FLAT ROOF ISOMETRIC KV. ID DOCRr10{ NOTES APPLICABLE TO ISOMETRICS 1. SEE ROOF BRACING OETAILS ON SHEET 4 OF 6. 2. SEE WALL BRACING DETAILS AND SCHEDULE ON SHEET 6 OF 6. 3. SEE DETAILS 1, 2, 3, 4 do 6 ON SHEET 3 OF 6. 4. SEE DETAILS 7, 8 & 9 ON SHEET 4 OF 6. 5. SEE DETAIL 5 ON SHEET 6 OF 6. SCREEN ENCLOSURE RECOL ENTERPRISES 13280 N.W. 43 AVENUE OPA— LOCKA. FLORIDA 33054 DATE 11/6/95 ALUMINUM BEAMS EXISTING STRUCTURE e[Y. N. a GRADE ti. SCREEN DETAIL 3/3 (TYP.) RETURN CABLE (REQUIRED EACH SIDE WALL) CONCRETE SLAB & FOOTING CORNER COLUMN (TYP.) APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE 19 PRODUCT CO �OL DIV!S;ON BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE N . DAT y_ DCSGogrlOM SCALE 9/18/94 DATE 94 — 193 DRAWING No SHEET 2 OF 6 BEAM SCHEDULE ROOF SIZE (INCH) 7L8 8LB THICKNESS (I NC H) 10 -0" 12' -r, 11 -9 . 4 .050 I .120 115' -3' . i4' -?' , 13' -4" * 12' -8" 21' -3", 30' -10", 3?' - 11 i 42' -3" 4* 11'-0"* 22' -4 28' -6 3S - #� 21 P. THESE ROOF BEAMS CAN BE ATTACHED TO SUPERGUTTE'' ON'_" W!T=: PEINFORCT&E - TYPE ., OF WIT n REINF OR GEMENT TYPE 2 FOR SPACINGS AND SPANS INDICATED AT SCHEDULE. THESE ROOF BEAMS CAN BE ATTACHED TO SUPERGUTTER ONLY WITH REINFORMENT TYPE 2 FOR SPACINGS AND SPANS INDICATED AT SCHEDULE NEVER ( TYPE 1 REJNFORCEMENT IN THIS CASE. TILUT TESTING ! ENGINEERING COMPANY 6525 N.W. 36N. St.. Ste. 217. NRCINIA CAPCCNS, n, .3316! Phan.: (305)671 -1530 . Fox : (.30.5)671 - 1531 *ALTER A. TILLIT Jr.. P. E FLORIDA tic. 44167 RECOL ENTERPRISES 1X2 PATIO CORNER COLUMN BOX PURLIN PERIMETER MEMBER • TO BE USED WITH 3S8, 4S8 & 4LB BEAMS ONLY. 5.000• SNAP BEAM OR COLUMN (SB) OR (SC) 5" SUPERGUTTER H .425 .330 T1 LAP BEAM OR COLUMN (LB) OR (LC) 12x3/4 • 16" TYP. TOP & BOTTOM FULL LENGTH y '3: �31�' 3• "� GENERAL NOTES 1. THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH THE 1994 EDITION OF THE SOUTH FLORIDA BUILDING CODE. WIND VELOCITY CONSIDERED IS 110 M.P.H. 2. SCREEN FABRIC OPENINGS SHALL BE 60% OR GREATER. 3. MAXIMUM ROOF ELEVATION ABOVE GRADE IS 15' - 0'. 4. ALUMINUM THICKNESS SHALL BE AS INDICATED ON THESE DRAWINGS WITH APPLICABLE TOLERANCES IN ACCORDANCE WITH THE ALUMINUM ASSOCIATION "ALUMINUM STANDARDS AND DATA", 1988 EDITION. 5. ALL ALUMINUM EXTRUSIONS SHALL BE 6063 -T6 UNLESS OTHERWISE NOTED. 6. ALL BOLTS TO BE 2024 -T4 ALUMINUM ALLOY, 300 SERIES STAINLESS STEEL. OR ASTM A -307 DESIGNATION GALVANIZED STEEL. 7. ALL SCREWS SHALL BE 2024 -T4 ALUMINUM ALLOY OR 300 SERIES STAINLESS STEEL. 8. ALL EXPANSION ANCHORS SHALL BE GALVANIZED OR STAINLESS STEEI. RED HEAD SLEEVE ANCHORS OR TAPCON ANCHORS. EMBEDMENT LENGTHS NOTED C ON C DRAWING SHALL NOT INCLUDE STUCCO OR FINISH MATERIAL 9. WOOD FASCIA WHERE SCREEN ROOF IS TO BE ATTACHED SHALL HAVE h MINIMUM NOMINAL THICKNESS OF 2" AND SHALL BE IN A SOUND STRUCTURAL CONDITION. ADEQUACY OF THE EXISTING STRUCTURE SUPPORTING THE SCREEN ENCLOSURE SHALL BE VERIED BY A FLORIDA REGISTERED ENGINEER PRIOR TO ATTACHMENT OF THE SCREEN ENCLOSURE STRUCTURE. 10. DOOR LATCHES AT SCREEN ENCLOSURES BUILT ADJACENT TO SWIMMING POOLS SHALL BE LOCATED AT 5' -6" ABOVE THE FLOOR AND SHALL BE SELF CLOSING. 11. ELECTRICAL SERVICE DROP CONDUCTORS OR ANY OTHER OVERHEAD WIRING SHALL NOT BE INSTALLED OVER ANY PART OF ANY SCREEN ENCLOSURE. 12. ANY METALIC ENCLOSURE WITHIN 5' -0" OF THE INTERIOR WALL OF A SWIMMING POOL SHALL BE ELECTRICALLY BONDED IN ACCORDANCE WITH THE NATIONAL ELECTRICAL CODE 13. MINIMUM SOIL BEARING PRESSURE SHALL BE 2000 P.S.F. 14. CABLES SHALL BE STAINLESS STEEL AND SHALL HAVE A MINIMUM TENSILE CAPACITY OF 2200 Lbs. 15. CONCRETE FOOTING TO DEVELOP A MINIMUM COMPRESSION STRENGTH OF 3000 psi AFTER 28 DAYS. CONCRETE MIXTURE AND PLACEMENT TO COMPLY WITH THE PROVISIONS OF THE ACI CURRENT EDITION. 16. REINFORCING STEEL SHALL BE ASTM A -615 GRADE 60. WELDED WIRE MESH SHALL COMPLY WITH ASTM A -185. 17. ALUMINUM MEMBERS IN CONTACT WITH CONCRETE AND WOOD SHALL BE PROTECTED BY "KOPPERS BITUMINOUS PAINT" ACCORDING TO S.F.B.C. SECTION 3004.4 (d) AND (e), WHEN IN CONTACT WITH PRESSURE TREATED WOOD TO BE IN ACCORDANCE WITH S.F.B.C. SECTION 3004.4 (f). APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DAT BY _lit PRODUCT CO OL DIV!S;ON BUILDING CODE COMPLIANCE OFFICE doz_ A ACCEPTANCE N0. „ PERMIT ' APPLICATION' 'FOR MIAMI SHORES VILLAGE Date /(;) - 0 0 Job Address �37 t t ye VA-Yee/ Tax Folio Legal Description 4 '7 3 / AA „.c2. ,(4f 9 Gt4 istonca11 esi Yes No O w n e r - i T e n a n t -60 it/ I5 A / ' Master Permit # 1 7 O / ,c Owner's Address Contracting Co. 624 Qualifier D)h» & L. Cam. ‹ State # CiL 65 2 S Q s Municipal # Pf/(fey E716 Architect/Engineer Bonding Company Mortgagor Permit Type (circle one): 816 WORK DESCRIPTION 5OL i) l&-5-=> Pi . -Pco 4- kQ _pi pine / aa0 > Square Ft Estimated Cost (value) ) 7/ WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TODO SO RESULT IN YOUR PAYING TWICE FOR I1%IPROVEMI NTS TO YOUR PROPERTY (IF YOU INTEND TO OBTAIN CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.) Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to meet the standard,' of all laws regulating construction in this jurisdiction. I understai,d that separate permits are required for ELECTRICAL, PLUMBING, SIGNS, POOLS, ROOFING and MECJiANICAL WORK OWNER'S AFFIDAVIT: I certify that all the foregoing information is accuraat, all ork� ill be done in compliance with all applicable laws regulating construction and zoning. Furthermore, I authorize the above- fined � act to t1,e work stated. as to Ox ,' r andJ ` fa ommission Expir IC, !l Comm Qxp. Comm N9. y ° - • fa 7,,C fr; FEES: PERMIT ace)” RADON 1 Yr APPROVED: Zoning Val , ; 7i &) cj w BUILDING)ELECTItICA PLUMBING MECIIANICAL ROOFING PAVING FENCE SIGN 38; = ) 2,00o :I- 3,0 00 I 3' }� ►�`' Date lee of Ffir[dd May 24,,2403 Ct a197, ' `= 1 C.C.F. Phone, 90 T S3 d Address a06 /() ' / 61- S 4dy // ss# Phone '3W l -8 Competency # Ins. Co. X 1 ' ° 4 ' Address q %S & Address Address ' / o /actor - H. ER T 1/ xpiresNotary Public, State of Florida A' My comm. exp. May 24, 2003 Comm. No. CC819725 0 ' NOTARY i / / bd 0 er- Builder 1 to ate BOND n 1,d TOTAL DUE 1 VI/ ■ PERMIT NO. • ADDRESS: . MIAMI SHORES VILLAGE BUILDING I ZONING DEPARTMENT• SECTION t3'( f DATE ZONING ELECTRICAL. MECHANICAL. PLUMBING FIRE " PUBLIC WORKS JOB ADDRESS DATE CRITIQUE SHEET rwery CT! Al. E. yq sr APPLICANT PHONE tt APPUCATLON tt SHEET OF MISCELLANEOUS 2 oN / 7t/G COMMENTS STRUCTURAL BUILDING OFFICIAL V‘aic/v.1 tP( (2L( C ,L(U7if C e ( 7,"arm f. Subled to compliance with et Federal. State. County.Villa¢e Me: sod regutatiazt9. Witge assumes no responsibility for e.ccvrecy ot(or results [rasa these pans. 2. This copy of plans mitt bs iYatttbte act bailing site or no Inspection Mil be conducted. • » ) /J• - daa ` — G/ /Jch1 See n/ y r'ejt(//'6'47 '—" 5 K» d 6(eFY 5 (/e /S a r" y years �lC/ v`• /1 / /77 / /tom )1e1 ve � �OO/ evi C/o seep e P(/'d G(/ /l7 oieck 6c°_ G/efty /Sft ed ? e 5/ru ,lutes 0 ' /^o' er S INITIALS NOTICE OF COMMENCEMENT 3r370 A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOLIO NO. STATE OF FLORIDA: COUNTY OFDADE: OnR6 "�.I931 2000 DEC 2? 12 :04 THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Legal description of property and street address: 577 /0 q 'L / s 7 /rnim / , O tgas 2. Description of improvement: 3. Owner(s) name and address: Interest in property: Name and address of fee simple titleholder: 4. Contractor's name and address: ESSIG POOLS , INC . 1800 N.E. 151st STRF NORTH MTAMT, FT, 33162 5. Surety:(Payment bond required by owner from contractor, if any) Name and address: Amount of bond S. 6. Lender's name and address: 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name and address: f� 8. In addition to himself, Owner designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address: s� /Jc 1-fle0r% 440/A 7 9. Expiration date of this Notice of Commencement: (the expirati dp �^,7 Lyear from the date of recording unless a different dat is specified) �(/ �`% Sig rf�ture of Owner Print Owner's Name Sworn to and subs Notary Public Print Notary's My Commissi e v C_. 2),gelz flaw c c S ,_ day o f ll & Prepared by i'��� )7V,S__� Y�NERMAN !gee 0 OST 77gir /4-53/Z STATE OF FLORIDA. COUNT OF DACE �/'b re 1 HEREBY CERTIFY that this is a tr. o ` of i onginal n�his office on (A0 2 �y�v oar/1,4 and NAR' RTA,4" By KENNETH Notary Public, State of FI ilda Address: exp May 24, 2003 roam. No. CC819I a Seal. rts o f Circuit and Coun!Y Cou D.C. /� CONTRA Re r SIGMA 'R1 Y ''t1 :LI BUILDING DEPARTMENT IOOSO N.E. SECOND AVENUE MIAMI SHORES. FLORIOA 33138.2382 TELEPHONE (305) 793.2204 FAX (303) 738.8972 NOTICE OF REQUIREMENTS RESIDENTIAL SWIMMING POOL, SPA AND HOT TUB SAFTY ACT I (We) acknowledge that a new swimming pool, spa or hot tub will be constructed or installed at Miami Shores,. F1., and hereby affirm that one of the following methods will be used to meet the requirements of Chapter 515, Florida Statutes. (please initial the method(s) to be used) The pool will be isolated from access from the home by an enclosure that meets the pool barrier requirments of Florida Statute 515.29; The pool will be equipped with an approved safty cover that complies with ASTM F1346 -91; All doors and windows providing direct access from the home to the pool will be equiped with an exit alarm that has a minimum sound pressure rating of 85 decibels at 10 feet; All doors providing direct access from the home to the pool will be equipped with self- closing, self - latching devices with release mechanisms placed no lower than 54" above the floor or deck; I undef nd thatikol having one of the above installed at the time of final inspection, or when po 1 is co pl- e or cons act purposes, will constitute a violation of Chapter 515, F.S. nd be i' red s mmitting a misdemeanor of the second degree, punishable b es up to 00 j'd /or u• t 60 days in jail as established in Chapter 775, F.S. 4)h & DATE HSN RE M A N . Public, ( fe of Florida mm' exp. Atta • • 8 19 725 — 0/A.) OWNER'S PUBLI E ( PLEASE PRINT) KENNETH SHERM.l is Mary Public, State o± Mytomm. exp. May 24, 2(: Comm. No. CC81972" Date I()- 0 U Miami Shores Village Building and Zoning Department Attention: Building Official SWIMMING POOL OWNER'S CERTIFICATION ! certify that I am the [t legal owner of the property described as 10 f Y ; 2 , 1 (Jove( at 21 EVE Mme► S 6 v i • In accordance with Section 33- 12(f), Code of Metropolitan Dade County, I certify that I understand and agree that the swimming pool to be constructed at the above address cannot be used or filled with water until a separate permit has been obtained for an approved safety barrier, and such barrier erected, inspected and approved. I further understand that this certification, however, does not eliminate the need for obtaining, a permit and erecting an approved barrier prior to final inspection and use of the pool. Legal Owner G. EIA -r,uG Iry c� Note: This certification is to be submitted with a swimming pool permit application in duplicate. This property described as: Lot 3, and the East # of Lot 4, Block 56, MIAMI SHORES SECTION NO. 2, a ccording to the Plat thereof, as recorded in Plat Book 10, Page 37 of the Public Records of Dade County, Florida. 20 50' E 9¢/h ST '2/ r- / - $a , so' 5 4, ,22 NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF FLORIDA LICENSED SURVEYOR AND MAPPER. /o¢, e 23 ee,ott N N *Meets min. tech. standards m set forth by the Board of Land/. 6 " Surveyors pursuant to Sec. 472.027 & Chapter 61G17-6 Florida Statutes. A BOUNDARY SURVEY HEREBY CERTIFY that the survey represented hereon meets the mini- mum requirements adopted by the F.8.P.L.S., the F.L.T.A., and the F.B.L.S. (Technical Standards S. 471.07). There are no encroach- ments, overfaps, easements appear- ing on the prat or visible easements other than a3 shown t�e(on. / "AR AM . • , /;.. , r 'r 6 9 6 , 4 7 7 0 , 2 / / M / 4 / 2 _ u� U �DUru- ' yl i 5C/GE'; /' =12 ... _ 22 O'p`lahl .. gav //, Rio / NO/.o, Vi N u /07 FL. Reg. Surveyor No. 2243 DATE d -25 - 8� 10 -17 -00 "Recertified ", Name revised; Certified ,. ?tirte 5751, Flood Information and Zip Code added. 9 5T' • 75, . / L E t } r:� " ' , <p�P 9' a' fr '// ,!JQV c7 P o Furey, John J. and Elaine PROPERTY OF: .. ., 574 NE 94th Street, Miami Shores, Florida. 33138 LANNES and GARCIA, INC. L.B 12098 - ERNESTO E. EXPINOSA #2946 ENGINEERS • LAND SURVEYORS - LAND PLANNERS 359 Alcazar Avenue, Coral Gables, Fla. P. O. Box 561131 Miami, Florida 33156 (305) 666 -7909 To, Flood 5 ' S /aura /k._ 1 \ Q,yS. CL. d. 45 /a,20 Zone and /0.0 %0,00 /,;o � : f 7,0Aa DRWG. NO. 184 -5052 124165 Legend of Survey Abbreviations A arc Distance NC Air Conditioning Red BCR Broward County Records BLDG Building R Radius (C) oeakutaled CB Catch Basin CBS Concrete Block Structure CN Chord Distance RAD Radial CL Ch Cit. Canter Line CONC Concrete DE Drainage Easement R/W Right olWey ENC Encroachment ETP EAclrk Transformer Pad TO round r i Fire Hydr SEC Section FIP Found kon Pipe FIR Found Iron Rod (M) Measured NGVO National Geodelk SCR Screened Vertic Datum OH Overhang ORB Official Records Books OUL Overhead Utility Lines P Plat SIP Set Iron Pipe PB Plat Book PC Point of Curvature PCC Point of Compound Curve PG Page SWK Sidewalk Point of neverte Utility Pit. Property Line POB Point of Beginning POC Point of Commencment PRC Curvature UE Easement UP Utility Pole WM Water Meter A Centel Ang's PT Point of Tangency WM Water Meter T Tangent LME lake Mainl. Easement AE Anchor Easement 0/S Oft et Nolo • a) All Clearances and/or encroachments shwon hereon are of apparent nature. Fence ownership by visual means. Legal ownership of fences not determined. • b) The issue of this survey is only for the exclusive and specific use of those persons, parties or institutions shown in tiio certification. Any other intended use will require written approval from the certifying surveyor or firm. c) Code restrictions and title search are not reflected on this survey. d) Underground utilities and encroachments, if any, not located. ) The flood information shown hereon does not imply that the referenced property will or will not be free from flooding or damage and does not create liability on the part of the firm, any officer or employee thereof, for any damage that results from reliance on said information. 0 The lands depicted hereon were surveyed per the legal description and no claims as to ownership or matters of title are made or implied. FLOOD ZONE; X 'FLOOD INFORMATION; Community Number: 120652 • Panel 93 Suffix: J F.I.R.M. Index Date: 7 Base Elevation: Not Available Furey, John J. and Elaine PROPERTY OF: Nor vAlro MMTtrOUI TIIE $IOkATURE AND TIIE ORIGINAL RAISED SEAL Or FLORIDA LICENSED SURVEYOR AND MAPPER , 574 N.E. A BOUNDARY SURVEY I hereby certify that the survey represented hereon meets the minimum technical standards set forth by the Board of Land Surveyors in chapter SlGtT -I Florida Administrative Code pursuant to Section 112.02T Fla. Statutes. There are no gperoach meals, overlaps, easements appearing on the Ptal, other than as shown hereto QQ oe-True C�"1 FL. PROF. SURVEYOR AND MAPPER I10. 11 -13 -00 Certified To and Names revised.2 Page 2 of 2 Bearings, if any shown based on ° (referonce) CERTIFIED TO Absolute Title Company, Fidelity National Title Insurance Company, Furey, John J. and Elaine and Wells Fargo Mortgage Group, Inc., its successors and /or assigns. 94th street; Uiami ShorPR. Florida LANNES AND GARCIA, INC. L.B. #2098 Surveyors- Mappers -Land Planners 33138 Ernesto E. Espinosa #2946 • Address: 359 Alcazar Ave, Coral Gables, FL 33134 (305) 666.7909 (954) 623 -8663 FIELD DATE SCALE DRAWN BY DRAWING NO to- -17_00 124165 1 1 r I n a Is SEL eELI GAT ,LOOING ATCHING If EXIST. C1-IAIN L INK FENCE 12.93 21.00 / 25.49 INTERLOCKING BRICK 2" SAND BED – ROCK BASE- 95..51 15' WATER SEWER 15' SITE PLAN SCALE : 1/20 10.10 1.5 DECK EL.: 10.64' RESIDENCE FJ. EL: 11.14' NE 94th STREET EQUIP PANEL Est 200 A. U.G. SERVICE POOL COPING 18.00 E3fRICK ON SAND DETAIL NO SCALE k4id T ei • k-- A cf 1/41 ' *1-- t • q , a) i / v XV \-' 4, \ Ag 0 41 \11 / Stk\ f Ne 4 SELF CLOSING SELF LATCHING GATE POOL PLAN SCALE : 12" 15E4M DETAIL NOTE: TI-115 DETAIL SUPERCEDES THOSE OF THE POOL BEAM SHOWN ON SHEET 2. NO SCALE SKIMMER 4' DEEP Tfl 5 SUJIMOUT INLET 51/2' DEEP R MAIN DRAIN /6 2" VENT 10 PLANTER VACUUM RICO-ROCK COPING 080LAR RETU ROCK 11 UMBRELLA PIPE LINE FOR WATERFALL EXISTING RESIDENCE WEATHERPROOF GFI RECEPTACLE LOCATED 10-20 FEET FROM FOOL WATER EDGE POOL EQUIPMENT CIVI DEC. lth, 2000 • ' , tri A BRICK OR STONE COPING WATER LEVEL 6 " THICK CONCRETE WALLS REINFORCED WITH # 3 BARS AT 10" CENTERS BOTH WAYS 6 " THICK CONCRETE FLOOR SLAB REINFORCED WITH # 3 BARS AT 10 " CENTERS BOTH WAYS. PLUMBING NOTES: ELECTRICAL NOTES: STRUCTURAL NOTES: POOL. SECTION 3•6 U1N+ 1 0 10 THU1N IN 3 4" COND. F.PL. -I-- METER 0 200 AMP PNL 1 — I-2P-60P TIMER 8WI -CN 3 0 12 THWN IN 1/2" CONDUIT MAX. 1:1 SLOPE 1- 2P-50A 2- 2P -20A 1-1P-15A GPI 9 d NO SCALE AQUADYNE PANEL 2 14 THWN "' .1° + I "12 THIUN •14 IN 1/2" COND. / 110V/12V TRANSPORT'S 2 • ••• THWN + 1 12 1HU,N IN 1" COND. I2V JUNCTION FOOT 4 BOX LIGHT 4 34 HP PUMP v HP PUMP 1 1 1/2" HYDROSTATIC VALVE SET IN 3/4" WASHED ROCK BED 5 HP HEAT PUMP THWN FOR 200W THWN FOR 15l1.1 AUTO PILOT 24V D.C. TRANSFORMER ELECTRIC RISER D I4GR4M NO SCALE NOTE: PROVIDE '8 BARE COPPER BOND WIRE CONTINUOUS FROM LIGHT TO POOL STEEL. (2 POINTS 180 DEGREES APART) TO DECK STEEL (WHERE PROVIDED) TO EQUIPMENT BONDING. I. ALL POOL AND EQUIPMENT PIPING SHALL BE SCHEDULE 40, PVC -PW, NON - THREADED, NSF APPROVED SUPPORTED CONTINUOUSLY ON GROUND OR ON MAXIMUM 4'0" CENTERS WITH CLEYIS HANGERS. 2. ALL SUCTION PIPING FITTINGS LOCATED BELOW GRADE SHALL BE 45 DEGREE BENDS. 3. ALL SUCTION PIPING SHALL BE 2" DIAMETER AND ALL PRESSURE PIPING I I/2" DIAMETER UNLESS OTHERWISE NOTED. 4. POOL WATER DISPOSAL SHALL BE IN ACCORDANCE WITH ARTICLE 50043 OF THE SOUTH FLORIDA BUILDING COPE. 5. ANTI VORTEX MAINDRAINS SHALL HAVE ITS PLATE SECURELY FASTENED WITH TAMPERPROOF SCREWS. 6. POOL VACUUM SHALL COMPLY WITH SECTION 50028 b OF THE SOUTH FLORIDA BUILDING CODE. 1. ALL POOL ELECTRICAL WORK SHALL BE ACCOMPLISHED IN COMPLIANCE WITH NATIONAL ELECTRICAL CODE. 2. ALL ELECTRICAL GROUNDING AND BONDING SHALL CONFORM TO ARTICLE 680 OF THE NATIONAL ELECTRICAL CODE. 3. NO OVERHEAD WIRING SHALL BE LOCATED WITHIN 10'0" OP POOL'S WATER EDGE. 4. SHOULD THE ELECTRICAL RISER DIAGRAM NOT ACCURATELY DEPICT REQUIRED WORK, A REVISED DRAWING SHALL ISE SUB- MITTED AND APPROVED SHAOWING EXPECTED AS BUFLT CONFIGURATION WITH APPITONAL SERVICE AND LOAD CALCULATIONS, IF NECESSARY. I. ALL POOL CONCRETE SHALL DEVELOP A MINIMUM 28 PAY COMPRESSIVE STRENGTH OF 3000 PSI. 2. ALL REINFORCING STEEL SHALL HAVE A MINIMUM YIELD STRENGTH OF 60000 PSI. 3. ALL DECK CONCRETE (WHEN INSTALLED UNDER THESE PLANS) SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 2500 PSI. 4. THE DESIGN OF THIS PROJECT WAS INCORPORATED A RATIONAL DESIGN APPROACH BASED ON ACCEPTED ENGINEERING PRINCIPALS. \— SOIL NOTE: NOTE: BASED ON INFORMATION PROVIDED TI4I8 OFFICE, THE EXISTING SERVICE IS ADEQUATE FOR THE PROPOSED ADDITIONAL POOL EQUIPMENT LOAD. SAFETY NOTES: AIR RELIEF VALVE 11/2" POOL WASTE TO SPRINKLER RECIRCULATION PUMP 11/2 I-4P, 50 GPM AT 60' TDN SELF - PRIMING - --- - -____ Z`` p.0 1Fg Z � -cO SAME THICKNESS AS WALL BASED ON A VISUAL INSPECTION OF THE SITE, SOIL CONDITIONS, ROCK AND SAND/4RE ADEQUATE FOR THE DESIGN BEARING CAPACITY OF 2000 PSF. HOWEVER, IF DURING EXCAVATION, CONDITIONS OTHER THAN ABOVE ARE ENCOUNTERED, THE ENGINEER SHALL BE NOTIFIED. POOL FILTER WITH 300 SQUARE FEET OF FILTER SURFACE AREA / CARTRIDGE EQUIPMENT ISOMETRIC MIN. 18" BELOW WATER LEVEL T 2 .3 BARS ACROSS NICHE POOL COPING r WATER LEVEL 2" TILE STRIP OF CONTRASTING COLOR SWIMOUT DETAIL NO SCALE POOL, SPA AND H0T TUB BARRIERS: ALL POOLS, SPAS AND N0T TUBS SHALL COMPLY WITH SECTION 5007 OF THE SFSC AND SPECIFICALLY 50012 (10) (88) "ALL DOOR WITH ACCESS TO THE POOL SHALL BE EQUIPPED WITH AN ALARM WHICH PRODUCES AN AUDIBLE WARNING WHEN THE DOOR OR ITS SCREEN IS BEING OPENED. THE ALARM SHALL SOUND CONTINUOUSLY FOR A MINIMUM OF 30 SECONDS AFTER THE DOOR IS OPENED AND BE CAPABLE OF EMITTING A SOUND OF SUFFICIENT VOLUME TO BE HEARD IN THE DWELLING. THE ALSRM SHALL BE EQUIPPED WITH A MANUAL MEANS TO TEMPORARILY DEACTIVATE THE ALARM FOR A SINGLE OPENING. THE DEACTIVATON SWITCH SHALL BE LOCAIED AT LEAST 54 INCHES ABOVE THE THRESHOLD OF TI-4E DOOR 1. A PERMANENT SAFETY WARNING SIGN SHALL BE PROVIDED AT ALL SWIMMING POOL AND SPA AREAS READILY VISIBLE FROM THE POOL AREA IN ACCORDANCE WITH APENDIX P ANSI/NSPI -5 -95. 2. THE WARNING SIGN, AS PER ITEM 1 ABOVE, SHALL WARN AGAINST SHALLOW WATER DIVING, THE PREVENTION OP DROWNING AND SHALL INCLUDE THE FOLLOWING= STATEMENT: "THERE IS NO SUBSTITUTION FOR ADULT SUPERVISION OP SMALL CHILDREN. IT IS STRONGLY RECOMMENDED THAT AT LEAST ONE ADULT RENDERING CHILD SU� ERVISION BE TRAINED IN ARTIFICIAL RESPIRATION AND /OR CARDIOPULMONARY RESUSCITATION (CPU)." 3. ALL DOORS WITH DIRECT ACESS TO T1-4E POOL AREA SHALL SE EQUIPPED WITH AN ALARM WN1CW PRODUCES AN AUDIBLE ALARM WHEN THE DOOR OR ITS SCREEN IS OPEN. 4. THE POOL AND /OR SPA SHALL NOT BE FILLED WITH WATER UNTIL A SEPARATE PERMIT HAS BEEN OBTAINED FOR AN APPROVED SAFETY BARRIER, INCLUDING A SPRING -LOCK SELF - CLOSING GATE. NO SCALE POOL WALL STEEL I" NON METALIC CONDUIT TO JUNCTION 150X -LIGHT OUT BOND WIRE TO POOL STEEL 5 I HEAT PUMP UNDERWATER L IC 4 4T DETAIL- NO SCALE NOTE: STEP STEEL NOT REQUIRED STEP DETAIL WATER LEVEL \ WEIR LOAD CALCULATIONS: CERAMIC TILE THROAT TOTAL = 39100 WATTS POOL WALL POOL LIGHTING = 200 WATTS WATER FEATURE PUMP = 1800 WATTS TOTAL = 41100 WATTS FIRST 10 KW AT 100%e = 10000 WATTS 31100 WATTS AT 409', a 12680 WATTS TOTAL = 22680 WATTS . AIR HANDLERS = 15000 WATTS HEAT PUMP a 5500 WATTS POOL PUMP = 2500 WATTS NO SCALE POOL DATA: 4 RISERS AT 10I/4 " EACH OPTIONAL 2" TILE OF CONTRASTING COLOR ADJUSTABLE LID i SKIMMER DETAIL NYDROST 41IC UPL CONCRETE BASKET (MIN 15 SQ NO SCALE SUCTION LINE GENERAL LIGHTING: 3500 6Q. FT. x 3 WATTS / SQ. FT. = 1000 WATTS APPLIANCE AND LAUNDRY ROOM = 4500 WATTS RANGE = 12000 WATTS DISPOSAL = 800 WATTS DISHWASHER = 1200 WATTS REFRIDGERATOR = 1200 WATTS DRYER = 5000 WATTS WATER HEATER = 4500 WATTS TOTAL 2 45680 WATTS / 240 VOLTS 19033 AMPS SURFACE AREA (SQ. FT.) VOLUME (GALLONS) TURNOVER (HOURS) _PERIMETER (FEET) DECK AREA (ea Pt.) 383 10000 10 82 382 ELEV. TOP OF POOL WALL DEPTH OF FOOL ELEV. TOP OF MAINDRAIN FLOOD CRITERIA ELEV. TOP OF MAINDRAIN POOL IN FLOOD CRITERIA LESS 2'0" HYDROSTATIC VALVE SLAB THICKNESS REQUIRED 1010 5.5 5.1 6.0 5.1 0.9 -1.1 6" NOTE: IF THE POOL IN FLOOD CRITERIA IS LESS THAN 6.1 FEET THEN THE FLOOR SLAB SHALL TAPER FROM 6" AT THE SHALLOW END TO THAT INDICATED ABOVE AS SLAB THICKNESS REQUIRED. 4 0 1 1 9 � �� • u I� Ta.N . W+• r s/ Fl r r1NG F I V.ngle fitting. easily toni0i-cts .r)filos to 5;de ttli1r F1't:1"tNL�_3o e21r111ro42 . ro L >cltr �' VI/S4 i' /SL rourtr.ry fitting, c r .tts top of (rair,e 14 PI r ow; F2 • , >_ Fit E2 DOU E3LE PATIO rr r r V • 1 :3 1 rb\._ - " C 1 <V — V" 4 ' y ' • 1 F I � d(<V`` o F2 %d1 CARPOR F2 t, 0 AWNI NG Fl 1,0 : ?> o - r *10 --- r, I'S O. 2F VI - S 9N, L 13rtt N! .6.'T 9 To >o "T TO t#1 �L - r)IAelpt-I. #+_ t3rtAGtt•1Ci To - Tor? GNOra.V ✓ - isL".1•A4G H - F 1 11.1 Gi t L - ( <,r_- No f-ro) Lv - rout L0 N/1L ?> r2 ,sCa- Lt - TO t"' L O N Cs I TU Vtt p- rt./NGL✓ rz- E • r r LEGEND F — 1 - NE et la7 1_41N€ ' L L L r.tiu singe fittings hold rafters to top stringer securely' TWO FITTINGS Fl /- 2AF IV1,1%/1 fi - -- - FITTING FI SINGLE CARPORF Lee C - 4 el 1• 'L ) WINDOW AWNING A tapered steel tube that can be placed in the ground or in concrete. the leg simply fits onto the tatx+Cd tube and is held s.ccurely with a single su ew' GROUND PIECE FRONT VIEW rrLJLL',Gi >L s� FLA NCE 1 3" x IT Veer (t• c * 2 ) F SIDE VIEW FRoNr VIEW SINGLE CA R PO R r (r,Lr �zZ r� �ttr r 54 ,t 427 /�" 5 /F� DOU BLE CARPOR r - CAL .rer —.4n - r t ; 7 t-- tc Nth I ;r) 111t3 'ttlltid ft ite4 SIDE VIEW CAMELBACK _ NI NCE - H 6. 1. All members diameter x h5 ksi and 2. All legs sr steel havin 5. strength of ' 45 ksi. 3. . Fitting F2 is diecast from alloy zinc zamac 1 yield and tensile strengths of (1 ksi. 4. Fittings F1 and X130 are made of 16 gauge cold steel with minimum yield strength of 33 ksi. Covering fabric shall be minimum 11 oz. per yard vinyl laminated polyester and shall be during a hurricane warning. Lacing cord marked "L" shall be X14 diamond braid nylon and shall be provided all around at eave level at 10 ft. intervals for window awning and 20 ft. intervals for carport :and patio awnings. Lacing along rafters shall be provided as shown. 7. All bolts shall be inch diameter stove bolts and screws shall be ('10x3 /4 inch pan head sheet metal screws (SMS,)./Nt ca5�en2rS ��r,� B o a �o 8. Foundation for each let:=, shall be 3" diameter x 12" with 28 day concrete strength of 2500 psi. Ca h i 1 /4 t I L ) fl o h 2 r ;1- 5 1 2 2 C.1 C H o - S o r I4t 1 k 'r2C, (l' /a c? r� ��adrnat) no r- cz o r-2 5 p e G - + - y 521f - a�i r`p t!S1al.' r r al .{ : •St6 0.a tatof1 1,;(10:17i I'itil A'. s1 rJa '.t ((i• d Ft WO O SPECIFICATIONS except legs are 1.163 inch in outside 7 guage steel havin4 field strength of ensile strength of ,8 ksi. 1.51 inch in outside diameter x 16 guage yield strength of 40 ksi and tensils f�ca nci mac' I For- or c rag +C 5�¢(2 1 USCG having rolled square removed Gr deep c_ /4 ciL 1 2.41 r r cHor -0C3 (z. } r2.l2rn�n }s Ci I G 4- r all APPROVED AS COWLYI Vflfil lit SOUTH R.ORIDA BUILDING COOe DATE - /)12-6-2' - - /- f 1.o _ By t DUCfCONTROL SECTION DADE COUNTY 3L l;t; ACCEPTANCE NO. r t( ) (0 U" rr) Li_J rr) t-- <( =C <L j t�) Q1 U) � U (I) <( - Li U) <t CD r� Q