Loading...
301 NE 102 St (3)5582 N.W 7TH STREET, SUITE 202 ,MIAMI, FLORIDA 33128 TELEPHOOE• (3220.3111 (305) f DRAWN BY: SURVEY OF LOT /0 % c / `' BLOCK - 7 SueDIVISION . 9, -1O /C /1'T Q/ //`=I 1/ . Sir T7O / /`-/c: / ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK NO.._ 6 2-_ AT / PAGE NO. 7 OF THE.PUBLIC RECORDS OF 17��c COUNTY, FLORIDA. DATE: !� Pe /L CJ - / 9 3 PROPERTY ADDRESS: 30/ toe / . /iJ -.* ": / � / :.. '� /t- 1 f/ � --�� / ,4 ,0a5,_ � '�/�•' �'� //. 14 ._17'�Q -L .. tt/f= �7'lll�� /T,1 D.l2SA L . 33/3v LOCATION SKETCH Scale 1" = / AIC. AIR CONDITIONER PAD. A/S• ALUMINUM SHED. ASPH..,ASPHALT. B • BEARING. BLDG.• BUILDING. B.M.- BENCH MARK • C.B. - CATCH BASIN C.B.S. - CONCRETE BLOCK STRUCTURE. C. - CURVE. • CH. - CHORD DISTANCE, CL.. CLEAR . C.L. CHAIN LINK FENCE CH. . - CHORD BEARING, CBW• CONCRETE BLOCK WALL CONC.. CONCRETE. C.S - CONCRETE SLAB. DRIVE.. DRIVEWAY. DIST.. DISTANCE. o - DEGREES. • D. DEGREES OF CURVE E.T.P.. ELECTRIC TRANS- FORMER PAD. ENCR.- ENCROACHMENT E.. EAST. •ELEV.- ELEVATION . F H. - FIRE HYDRANT. F.I.P.. FOUND IRON PIPE F.R.. FOUND RE -BAR F.F.E.. FINISHED FLOOR ELEVATION. . FR.. FRAME. F.B.. FIELD BOOK. FT.- FEET. FNIP.. FLORIDA NATIONAL • INSURANCE PROGRAM. F.B.C. - FOUND BLOCK CORNER. Nona l 6 3tit 50 /c-,/ /OP-lo 57 ABREVIATIONS AND MEANING F.N.. FOUND NAIL F.D.H - FOUND DRILL HOLE. H. HIGH (HEIGHT): L.P.. LIGHT POLE L. • ARC. L C.• LENGTH OF CURVE. L F.E.. LOWEST FLOOR ELEVATION. '- MINUTES M.. MEASURED DISTANCE MON.. MONUMENT. M/L - MONUMENT LINE NOVO- NATIONAL GEODETIC VERTICAL DATUM N - NORTH. N T S.• NOT TO SCALE 4 - NO - NUMBER OIS . OFFSET OH.. OVERHEAD. OVH - OVERHANG O.R 8 - OFFICIAL RECORD BOOK. PAV. - PAVEMENT PL.• PLANTER P/L - PROPERTY LINE. P C C - POINT OF COMPOUND CURVE. P C • POINT OF CURVE. PT . POINT OF TANGENCY POC.• POINT OF COMMEN- CEMENT. POB.• POINT OF BEGINNING P R C - POINT OF REVERSE CURVE. PROP. COR.. PROPERTY CORNER. LAND SURVEYORS P.B . PLAT BOOK PG - PAGE P - POINT. PWY - PARKWAY. PRM. PERMANENT REFERENCE MONUMENT P L S.. PROFESSIONAL LAND SURVEYOR. R . RECORDED DISTANCE. RR . RAILROAD RES = RESIDENCE. RAW.. RIGHT - OF-WAY. RAD. - RADIUS OR RADIAL. R P.. RADIUS POINT RGE. - RANGE SEC. - SECTION STY - STORY. SWK - SIDEWALK. S I P - SET IRON PIPE L B 413044 S - SOUTH SP.. SCREENED PORCH SECONDS. T - TANGENT TWP - TOWNSHIP U E.• UTILITY EASEMENT UTIL - UTILITY U P = UTILITY POLE. W M . WATER METER. W F . WOOD FENCE . CENTRAL ANGLE. W.. WEST - CENTER LINE 4,• ANGLE • LEGAL NOTES TO ACCOMPANY SKETCH OF SURVEY (SURVEY): . EXAMINATION OF THE ABSTRACT OF TITLE WILL HAVE TO BE MADE TO DETERMINE RECORDED INSTRUMENTS, IF ANY, AFFECTING THE PROPERTY. THIS SURVEY IS SUBJECT TO DEDICATIONS. LIMITATIONS, RESTRICTIONS, RESERVATIONS OR EASEMENTS OF RECORD LEGAL DESCRIPTIONS PROVIDED BY CLIENT OR ATTESTING TITLE COMPANY SKETCH OF SURVEY MEANS A DRAWING AND/OR A GRAPHIC REPRESENTATION OF THE SURVEY WORK PERFORMED IN THE FIELD. COULD BE DRAWN AT A SHOWN SCALE AND/OR NOT TO SCALE. THE LIABILITY OF THE SURVEY IS LIMITED TO THE COST OF THE SURVEY • THE TERM "ENCROACHMENT" MEANS VISIBLE AND ABOVE GROUND ENCROACHMENTS. ARCHITECTS SHALL VERIFY ZONING REGULATIONS. PESTR)CTIONS AND SETBACKS AND THEY WILL BE RESPONSIBLE OF SUBMITTING PLOT PLANS WITH THE CORRECT INFORMATION FOR THEIR APPROVAL FOR AUTHORIZATION TO AUTHORITIES IN A NEW CONSTRUCTION, UNLESS OTHERWISE NOTED, THIS FIRM HAS NOT ATTEMPTED TO LOCATE FOOTINGS AND/OR FOUNDATIONS THE FNIP FL000 MtIPS,,HAVE DESIGNATED THE HEREIN DESCRIBED LAND TO BE SITUATED IN ZONE .... X_. - CERTIFIEDTO:. Margarita V. Dosal & Margarita Dosal First Union National Rank of Florida Robert I. Fein, Esquire TE'27 /1-/ 0.00 X 1 0.00 SURVEY NO. _ SHEET NO. LEGEND TYPICAL WOOD FENCE. CHAIN LINK FENCE. C.B.S. WALL (C.B.W.). EXISTING ELEVATIONS. §UF(VETORS'S NOT : 1). IF SHOWN, BEARINGS ARE REFERRED TO AN ASSUMED MERIDIAN. BY SAID PLAT IN THE DESCRIPTION OF THE PROPERTY. IF NOT, THEN BEARINGS ARE REFERRED TO DADE COUNTY TOWNSHIP MAPS. 2 IF SHOWN. ELEVATIONS ARE REFERRED TO N.G.V.D. OF 1929. 3. THIS "SKETCH OF SURVEY" REPRESENTS A LAND SURVEY, ALSO REFERRED AS A BOUNDARY SURVEY. 4. THE CLOSURE IN THE BOUNDARY SURVEY IS ABOVE 1: 7500 FT. I HEREBY CERTIFY: THAT THIS "SKETCH OF SURVEY" OF THE PROPERTY DESCRIBED HEREON, AS RECENTLY SURVEYED AND DRAWN UNDER MY SUPERVISION, COMPLIES WITH THE MINIMUM TECHNICAL STANDARDS ADOPTED BY• LAND SURVEYORS PURSUANT TO SECTION 472.027 OF THE FLORIDA STATUTES AND ALSO CHAPTER 21 HH4 OF THE FLORIDA ADMINISTRATIVE CODE. PROPOSED ELEVATIONS. BY. GEORGE IBARRA (DATE OF FIELD WORK). PROFESSIONAL LAND SURVEYOR NO. 2534 STATE OF FLORIDA. (VALID COPIES OF THIS SURVEY WILL BEAR THE EMBOSSED SEAL OF THE ATTESTING LAND SURVEYOR) SEAL. I 5692 N.W. 7TH STREET, SUITE 202 MIAMI, FLORIDA 33126 TELEPHONE: (305) 220.3171 ...-AX: (30(,;:i54-71322 • %, • ,. - J Nilua gurtirlors ;Nur. y f '4 A LAND SURVEYORS SKETCH OF SURVEY Scale V' 20 • O T • 30' r:) / %, (37O SURVEY NO 93 9 34- SHEET NO OF -- 6e(' A 0 I P tAI Y 3Z 4; O 4 coiw C.:CP" (../0 • /7 • . • .411%flIr." • ' ( L ti,•4 3.3.20' . , 1-1 • • • I • — I 6602 N.W. 77H STREET, SUITE 202 MIAMI, FLORIDA 79120 TELEPHONE: (706) 220.9171 •.-AX: (906,::14.7022 (7v me--) • Nuua f§unalurs Inc H /.3 oa' LAND SURVEYORS SKETCH OF SURVEY Scale l ' _ 20 /694.7r. r SURVEY NO 90 C ? •-• SHEET NO 95 cc. i %" 1v EXISTING STRUCTURE © ANGLE SCALE • 3' - 1'- 0' SHEAR FASTENER 0 24' ELG PM:3DUCT MARKING % %CATION 13.50' (. STORM PANEL SCALE N 3' - 1'- or OVERLAP FASTENERS TYP. (SEE KITE 1 6) AL. ANGLE CLOSURE PIECE. 1' x 2' x .035' MIN. TO 2' x 3' x .033' MAX. PRCIMCT MARKIN:. � CES , TIINAL LEGATIDW © STUDDED ANGLE =ALE 1 3' � VIDTN UNJMriED CPERP. TO PANEL SPAN) TYPICAL ELEVATION CXTST STRUCTUR 1. .4 CO' 2.127 I SECTION 1.- L I TOP MOUNT. A SECTION A SCALER 1 - 1/P' • I'-0' ©'h' HEADER SEALE13' -1' -C' OVERLAP FASTENERS CSEE PLAN VIEV t POE 6) BOTTOM MDU4T. WINGNUT =ALE 1 HAL: SIZE N r OVERLAP AL. ANGLE CLOSURE PIECE. CONTINUOUS 'RIM TOP TRACK THROUGH =TON TRACK 1' x 2' x .125' KIN. TO 2' x 5' x .125' MAX. Q 'U' HEADER 1 -1/2' POK s ALE ( 3' - 1'- 0' Mink T(IS SHUTTER SYSTEM IS DESIGNED IN A=RDAACE NUN TIC SEWN FLORIDA WILDING CODE, 1994 C 1TI04, AICC 1994 2120irARi CZ7.J(TT CDrTID(. 2. POSITIVE AND NEGATIVE DESIGN PRESSURE CALCLLATUDC SMALL )E PM13BMED IN ACCORDANCE WITH ASOE 7-68 'MINIMUM DESIGN( LOADS FOR BUILDINGS Alm OTHER STRUCTURES'. 3. STIR ( PANELS SMALL 1E 21 GAME STEEL (t - .1035') BORN rPCi TD AS TM A446. STRCLTtRAL Ci.ALITT. MAX D. VTTH A MIN. Fy • 50 CSI, GALVANIZED IM IN =CROONS VIT>i AST3 G90. ALUMINUM U(TRtt'IO7C SNAIL 1E 6063-16. U.D.N. 4. PRIORY MARKING: SMALL L VITN11.1 12' Cr DEDCSOF THE PANEL VIM A KIN. cr ONE MARKING PER PANEL. AND SHALL )E LASCLET AS FM-LENS. SEW/ICY INDUSTRIES. INC. KIANI, FL DAD£ ODLINTT PROM. APPRO. SHEAR FASTENER 1 12' D.C. GALVANIZES OF STAIPiES: STEEL VITN 5. ALL BOLTS ANT WASHES= SMALL BE A MINIMUM Fy • 33 KSI. 6. ALL PANELS SHALL BE FASTENED A' OVERLAP; A' M :DGPAN V/ 1 /■-t0 x 1' SIDEWALK BOLTS V/ DIE CAST ALUMINUM VASNEAD VINCC.JTS (SEE TYPICAL ELEVATION). )E AT I/3 SPAMS. FOR PANGS SPANG LESS THAN 33' CTVc"TLAP FASTENERS ARE NET REQUIRED. 7. MATERIAL SPECIFICATIONS NOTED HEREIN ARC THE MANUFACTURER'S REPRFSENTAT I ON Cr MATERIALS TO BE USED I N PRODIXT TESTING. 8. THE DETAILS ANT SPOCIFICATIDG SHOWN HEREIN ktrmt.x.NT THE PRODUCTS PROPOSED FOR IMPACT. CYCLIC ANim 1341rTf(M S7AT1C AIR PRESSURE TESTING I N CO NPORMAHCE V I TH DAME COUNTY P1RO'ccrL S rA t01. 203. AND 2LU=. - POSITIVE DESIGN LOAD. .130 PSF - NEGATIVE DESIO LOAD. -100 PSF REFERENCE CTC TEST REPOft. Mo. 95 -007. 9. TIP t BOTTOM DETAILS SHOW MAY IC INTERD4AN=L AS rD _r COTCITIR(S DICTATE. PANELS MAY BE MOUNTED HORIZONTALLY VPER.. APPLICABLE. 10. A YARNING NOTE SHALL DE PERNANE RLT PLACED Pt CIMER THE SILL CIF THE SHUTTERS ER 4 EACH PANE1. ADVISING THE ►OE OWNER OR TENANT THAT THE STORM PANELS VILL NOT OFFER HURRICANE PROTECTION UNLESS ALL REINFORCING MOLTS ARE PROPERLY INSTALLED. EXISTING STRUCTURE s i c==== L = = =la D'TD?IAL CLEFT OR RID4T) ® OPTIONAL ANGLE =ALE H 3' - 1' -0' APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING ConE OP. c (A1 / 95 rnO L'CTICONTROL DIV!S.ON DUD DING CODE COMPLIANC OFFICE ACCEFIANCE NO. A: Ppm 11C M61. d to. 95 -133 Loy vJC 0 1 (VERTICAL (IR H 1 0 C I: v It 0 1v EXISTING STRUCTURE © ANGLE SCALE • 3' - 1'- 0' SHEAR FASTENER 0 24' ELG PM:3DUCT MARKING % %CATION 13.50' (. STORM PANEL SCALE N 3' - 1'- or OVERLAP FASTENERS TYP. (SEE KITE 1 6) AL. ANGLE CLOSURE PIECE. 1' x 2' x .035' MIN. TO 2' x 3' x .033' MAX. PRCIMCT MARKIN:. � CES , TIINAL LEGATIDW © STUDDED ANGLE =ALE 1 3' � VIDTN UNJMriED CPERP. TO PANEL SPAN) TYPICAL ELEVATION CXTST STRUCTUR 1. .4 CO' 2.127 I SECTION 1.- L I TOP MOUNT. A SECTION A SCALER 1 - 1/P' • I'-0' ©'h' HEADER SEALE13' -1' -C' OVERLAP FASTENERS CSEE PLAN VIEV t POE 6) BOTTOM MDU4T. WINGNUT =ALE 1 HAL: SIZE N r OVERLAP AL. ANGLE CLOSURE PIECE. CONTINUOUS 'RIM TOP TRACK THROUGH =TON TRACK 1' x 2' x .125' KIN. TO 2' x 5' x .125' MAX. Q 'U' HEADER 1 -1/2' POK s ALE ( 3' - 1'- 0' Mink T(IS SHUTTER SYSTEM IS DESIGNED IN A=RDAACE NUN TIC SEWN FLORIDA WILDING CODE, 1994 C 1TI04, AICC 1994 2120irARi CZ7.J(TT CDrTID(. 2. POSITIVE AND NEGATIVE DESIGN PRESSURE CALCLLATUDC SMALL )E PM13BMED IN ACCORDANCE WITH ASOE 7-68 'MINIMUM DESIGN( LOADS FOR BUILDINGS Alm OTHER STRUCTURES'. 3. STIR ( PANELS SMALL 1E 21 GAME STEEL (t - .1035') BORN rPCi TD AS TM A446. STRCLTtRAL Ci.ALITT. MAX D. VTTH A MIN. Fy • 50 CSI, GALVANIZED IM IN =CROONS VIT>i AST3 G90. ALUMINUM U(TRtt'IO7C SNAIL 1E 6063-16. U.D.N. 4. PRIORY MARKING: SMALL L VITN11.1 12' Cr DEDCSOF THE PANEL VIM A KIN. cr ONE MARKING PER PANEL. AND SHALL )E LASCLET AS FM-LENS. SEW/ICY INDUSTRIES. INC. KIANI, FL DAD£ ODLINTT PROM. APPRO. SHEAR FASTENER 1 12' D.C. GALVANIZES OF STAIPiES: STEEL VITN 5. ALL BOLTS ANT WASHES= SMALL BE A MINIMUM Fy • 33 KSI. 6. ALL PANELS SHALL BE FASTENED A' OVERLAP; A' M :DGPAN V/ 1 /■-t0 x 1' SIDEWALK BOLTS V/ DIE CAST ALUMINUM VASNEAD VINCC.JTS (SEE TYPICAL ELEVATION). )E AT I/3 SPAMS. FOR PANGS SPANG LESS THAN 33' CTVc"TLAP FASTENERS ARE NET REQUIRED. 7. MATERIAL SPECIFICATIONS NOTED HEREIN ARC THE MANUFACTURER'S REPRFSENTAT I ON Cr MATERIALS TO BE USED I N PRODIXT TESTING. 8. THE DETAILS ANT SPOCIFICATIDG SHOWN HEREIN ktrmt.x.NT THE PRODUCTS PROPOSED FOR IMPACT. CYCLIC ANim 1341rTf(M S7AT1C AIR PRESSURE TESTING I N CO NPORMAHCE V I TH DAME COUNTY P1RO'ccrL S rA t01. 203. AND 2LU=. - POSITIVE DESIGN LOAD. .130 PSF - NEGATIVE DESIO LOAD. -100 PSF REFERENCE CTC TEST REPOft. Mo. 95 -007. 9. TIP t BOTTOM DETAILS SHOW MAY IC INTERD4AN=L AS rD _r COTCITIR(S DICTATE. PANELS MAY BE MOUNTED HORIZONTALLY VPER.. APPLICABLE. 10. A YARNING NOTE SHALL DE PERNANE RLT PLACED Pt CIMER THE SILL CIF THE SHUTTERS ER 4 EACH PANE1. ADVISING THE ►OE OWNER OR TENANT THAT THE STORM PANELS VILL NOT OFFER HURRICANE PROTECTION UNLESS ALL REINFORCING MOLTS ARE PROPERLY INSTALLED. EXISTING STRUCTURE s i c==== L = = =la D'TD?IAL CLEFT OR RID4T) ® OPTIONAL ANGLE =ALE H 3' - 1' -0' APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING ConE OP. c (A1 / 95 rnO L'CTICONTROL DIV!S.ON DUD DING CODE COMPLIANC OFFICE ACCEFIANCE NO. A: Ppm 11C M61. d to. 95 -133 Loy vJC ANGLE TO VALL DETAIL GLASS CR DO R 11 S ro rROH G WALL MOUNT SECTION STALE 3' • 1'—C• ASE TO vALL DOTAL voOD FRAKING 1/4'4 VDDD LAG =CV e 12' Dr_ CSCE AN:1CR SCH =ALE FOR DIAL D18E0. OR ALT. TENSION FASTENER) TIP. TOP 1. BDTTDM Q CONT. V000 MAKING ©CONT. O WALL MOUNT SECTION E 1" 3' �I' -D' PAELEL TD AN iLE DETAD_ 1/1' MAX. 1/4-20 MA:}UNE BCL.T VIIRONUT a 6' D.. CTTP. TOP L BDTTEM) PANE1 TO ANGLE DETAL GLASS DR DEER rRDM GLASS --.. GLASS DR DLD R =ALE 1 3' = F' - 4' SHEAR FASTENER tSEE MOOR SCHCDILD M rr, THIS DETAIL MAY BE USED AT TOP OR BOTTDr. or PANELS. vt• MAX. ® WOOD CEILING /INSIDE MOUNT SECTION S: LE: i 3• - I'-C' � EDGE DIST. • S1 . /1 EDGE DIST. SHEAR FASTENER CSEE ANCHOR S^..NEDULE) DCSSTDNG N - STRUCTtltE J 1/4-20 MACHINE BELT t VMWT 6' (C S EXISTING STRUCTUFE 0 _.. _.. ...... _ FOL SEPARATION FRD( GLASS CLASS CR DIa( ©CENT. WITT'. THIS DCTAIL MAY IE USED AT TDP CR BDTTCT( CF PANELS. WALL MOUNT SECTION (BOTTOM) SCALE ' 3' = 1' -C GLASS DR DOOR SHEAR TASTE/CR CSEE ANCHER SCJEDILD SCALE 3' = 1'-C' i /4' MAX. GLASS CR DOER CEILING /INSIDE MOUNT SECTION KIk SEPARATIIN FRD( GLASS TENstIN FASTENER (SEE ANCH:R SCHE•DULD CD EXISTING STRUCTURE • STEC 0..SURC RE0'II (SCE PLAN VICV) (err THIS DETAIL MAT BE USED AT TIP OR BDTTD( CF PANELS. O ALT. BUILD —OUT MOUNT 1/4 - 20 MACHINE BOLT 1. VINGN81T 2 6' DC. A'4 EXISTING STRICTURE TENS( FASTENER CIE MOQt S7ED4J-D TG611?4 FASTENER CSEE ANDE R SOCLU -D EXISTING STRUCTURE • SIDE CLLR REO'D. CSEE PLAN VIEV) O BUILD —OUT MOUNT SECTION STALE 1 3' - ON a BY •� I `' PP.ODUCT 1/4 -E1 NACHDNC )ELT L MUT t 12' GC. 1/4' IIAL v4 -20 MAD4INE )ILT 1. ¥INIONUT a 6' O.C. 1/4-20 KACHINE Ba.T L NUT a 6' 0.C. PRODUCT 1-117N7CliTrD C COD :41 -1.: iivt. CF:-:^.,E APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE OAT ONTROL DIV ?S.ON DUILUINC CODE COMP, OFFICE ACCEPTANCE 140 06 rti NESS FL L.IrNr c E (G r .t. 0 0 ' L- ba J. ni2ev75: iC? at NM 1V. ofts. Oro rho 0.0. 95 -133 l Sher( a or 3 O DIRECT MOUNT DETAIL =ALE 3' = !' - SCALE 1 3' ■ tam THIS DETAIL MY BE USED AT MR CR ECTTDM CF PANELS. IS O WALL MOUNT DETAIL N HM NOTES 1. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES VALL FINISH OR STUCCO. 2. V LAG SCREVS FASTEN TO HARROV FACE OF STUD FRAMING, FASTENER SHALL BE LOCATED IN CENTER OF . VI3ID STUD. 3. ANCHORS SHALL BE INSTALLED IN ACCORDANCE VITH MANUFACTURERS RECOMMENDATIONS. AP ►'R Y /[r AS COMPLYING V ;:TH THE '.(ISHi 11061nn UU'IUITIG COnE II _. PROCUCI NTROI. DIV!S;1)N BURPING CODE COMPL'ANCE ;MCI U ACCEPIANCE N095 - �D0O .Q�p c sla+ or Yi 1 b a forsso = 1 WO INV .0 95 -133 Vv.% 3 or 3 ) .c • ANCHOR SCHEDULE TT� FASTENER SPACING REQUIRED (INCHES 0.C.) EXISTING STRUCTURE CONCRETE HOLLOW BLOCK WOOD FRAMING ANCHOR DESCRIPTION 1 /J.'e ITV TAPCON V/ v/ 1 -1/8' MIN. EMBEDMENT 1 /4'e ITV TAPCD V/ w/ 1 -1/8' MIN. EMBEDMENT 1/4'0 WOOD LAG SCREW V/ 1 -1/2' MIN. EMBEDMENT DISTANCE 2 ' 3 1 2' 3' (SEE ANCHOR NOTE No. 2) FASTENER SPACING 11' 12' 12' I 6' 6' 6' 6' 6' 6' 70 6 ' 6' O DIRECT MOUNT DETAIL =ALE 3' = !' - SCALE 1 3' ■ tam THIS DETAIL MY BE USED AT MR CR ECTTDM CF PANELS. IS O WALL MOUNT DETAIL N HM NOTES 1. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES VALL FINISH OR STUCCO. 2. V LAG SCREVS FASTEN TO HARROV FACE OF STUD FRAMING, FASTENER SHALL BE LOCATED IN CENTER OF . VI3ID STUD. 3. ANCHORS SHALL BE INSTALLED IN ACCORDANCE VITH MANUFACTURERS RECOMMENDATIONS. AP ►'R Y /[r AS COMPLYING V ;:TH THE '.(ISHi 11061nn UU'IUITIG COnE II _. PROCUCI NTROI. DIV!S;1)N BURPING CODE COMPL'ANCE ;MCI U ACCEPIANCE N095 - �D0O .Q�p c sla+ or Yi 1 b a forsso = 1 WO INV .0 95 -133 Vv.% 3 or 3 ) .c • APPROVED ZONING STRUCTURAL ELECTRICAL PLUMBING MECHANICAL ROOFING BLDG. OFFICIAL NAM SHORES VSLu GE BY SUBJECT TO COM:2PLIA;CE WITH ALL FEDERAL, STATE AND COUNTY RULES AO REGULATIONS. MIA;tl31 SHORES VILLAGE ASSUMES NO RESPONSIBILITIES FOR ACCURACY OF OR RESULTS FROM THESE PLANS. COMPLIANCE WITH THE SOUTH FLORIDA BUILDING CODE AS ADOPTED BY ;FORE 3 VILLAGE IS REQUIRED. THE ARCHITECT, BUILDER & SUB CONTRACTORS ARE CHARGED WITH THE KNOWLy.DGE OF ALL BUILDING (� RE U[J TIt,iyaMETSF. R OT SPECIFICALLY _ Il : c, ICAILY IPIDICHTEa HEREIN. DOOR HEIGHT CONSISTS OF 6' -6' 2 SECTIONS 18' 2 SECTIONS 21' '6' -9" 1 SECTION 18' 3 SECTIONS 21' 7' 4 SECTIONS 21' - 7' -3' - - 7' -6' 5 SECTIONS 18' - 7' -9' 4 SECTIONS 18' 1 SECTION 21" 8' 3 SECTIONS 18' 2 SECTIONS 21' 8' -3' 2 SECTIONS 18' 3 SECTIONS 21' 8' -6' 1 SECTION 18' 4 SECTIONS 21' 8' -9' 5 SECTIONS 21" - 9' 6 SECTIONS 18' - 9' -3' 5 SECTIONS 18' 1 SECTION 21' 9' -6' 4 SECTIONS 18' 2 SECTIONS 21' 9' -9' 3 SECTIONS 18' 3 SECTIONS 21' 10' 2 SECTIONS 18" 4 SECTIONS 21' 10' - 3' 1 SECTION 18' 5 SECTIONS 21' 10' - 6' 6 SECTIONS 21' - 10' -9' 6 SECTIONS 18' 1 SECTION 21' 11' 5 SECTIONS 18' 2 SECTIONS 21' 11' -3' 4 SECTIONS 18' 3 SECTIONS 21' 11' -6' 3 SECTIONS 18' 4 SECTIONS 21' 11' -9' 2 SECTIONS 18' 5 SECTIONS 21' 12' 1 SECTIONS 18" 6 SECTIONS 21' 12' -3' 7 SECTIONS 21' - 12' -6' 6 SECTIONS 18' 2 SECTIONS 21' 12' -9' 5 SECTIONS 18' 3 SECTIONS 21' 13' 4 SECTIONS 18' 4 SECTIONS 21' 13' -3' 3 SECTIONS 18" 5 SECTIONS 21' 13' -6' 2 SECTIONS 18' 6 SECTIONS 21' 13' -9' 1 SECTION 18" 7 SECTIONS 21' 14' 8 SECTIONS 21' - 14' -3' 6 SECTIONS 18' 3 SECTIONS 21' 14' -6' 5 SECTIONS 18' 4 SECTIONS 21' 14' - 4 SECTIONS 18' 5 SECTIONS 21' 15' 3 SECTIONS 18' 6 SECTIONS 21' 15' - 3' 2 SECTIONS 18' 7 SECTIONS 21' 15' - 6' 1 SECTION 18' .8 SECTIONS 21' 15' -9' 9 SECTIONS 21' - 16' 6 SECTIONS 18' 4 SECTIONS 21' ; A CENTER STILE • I ■ N. '\., v i ♦ / ,� N I �./ r ✓ / t / I Il I il r Ne , • 1 I� LIIIIIII il r �l A I to . V f I v . OPTIONAL VENT MAXIMUM OPENING AREA 120 SO. IN. MAX. DOOR OPTIONAL FLUSH FACE WOOD GRAIN DESIGN WIDTH .071" X 7-1/2 GALV. STEEL END ROLLER HINGE w/ (6) iu Y 5 /8' SMS — LOCK 2/ DOOR 3' X 1 -1/2' X 6-1/2' .. .. STEEL WITH (2) #14 X 3/4' SELF DRIWNG SCREWS ( 7 -1/2' GALV. STEEL CENTER HINGE j14 X 1/2" SMS 7 X 7 GALV. AIRCRAFT TYPE CABLE & NICO -PRESS SLEEVE W/ MIN. 5 TO 1 SAFETY FACTOR OUTSIDE KEYED LOCK LOCK BAR LOCKING SHOWN SPRING LOADED SUDE BOLT LOCK (BOTH SIDES) FASTENED W/ (4) #14 X 1/2' S.M.S. 1. LOCK ENGAGEMENT CONFORMS TO i SFBC 03.2 REGARDING GARAGE DOORS LOCK BAR GUIDES INSTALLED ON END STILE .18T X .6W LOCK BAR ENGAGES IN TRACK ON EACH SIDE OF DOOR 9' -4 INSIDE ELEVATION RAISED PANEL EMBOSSED DOOR GENERAL NOTES 1. THIS STRUCT.JRE IS DESIGNED AS PER THE SOUTH FLORIDA BUILDING CODE 1994 EDMON FOR DADE COUNTY. ALSO FOR WIND LOADS AS PER ASCE 7 -88 USING CORRESPONDING LOADS. 2. ANCHORS SHALL BE AS USTED, SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 3. ALL BOLTS, NUTS AND WASHERS SHALL BE ZINC PLATED CARBON STEEL 4. ANCHORING OR LOADING CONDRIONS OTHER THAN THOSE SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL tn Z O 1= W V) 2 H DAB DOOR MODEL 824 MAX. SIZE 9' -4" WIDE X 16' -0" HIGH DESIGN PRESSURE RATING = + 50.0 PSF — 60.0 PSF Engr. DR. HUUAYOUN FAR000 STRUCTURES FLA. PE # 16557 :,i��l 111E ..`Uil c_,_ 'S CODE AUG x2001. ) 0 0 0 0 W 0 J 1-- Z W 0 W J Z 0 1- 0 W (1) o O t7 4 J M Q� Z HN Z ��o o O z � 0 _ to 6 J Q - 0 • c 0 N ' c 0 0 4) 'fl T 4) 0 '0 0 ,c N 0 0 U m a 0 0 0 0 0 V 0 a 0 Cn 0 I 0 W ( ) drawing no. 01 -09 (sheet 1 of 3 STEEL TRACK BRACKET FASTENED TO WOOD JAMB WITH ONE 5/16" X 1 -5/8" LAG SCREW SOUTHERN PINE 0.55 S.G. OPTIONAL STOP 3/4" MAX. 1.9 X 2.19" X 3.3" X .102" STEEL TRACK BRACKETS SEE SHEET 3 FOR SPACING MOULDING BY DOOR INSTALLER 2 -1/8" X .078" GALV. STEEL TRACK FASTENED TO TRACK PLATES W/ 1/4 -20 X 5/8" TRUSS HD. SLOTTED M.S. do LOCK NUT ' e', #14 X 5/8" SMS 6 PER HINGE r 7/16" PUSHNUT INSTALLED ON ROLLER SHAFT 1/2" X 1 -3/4" X .059" FORMED STEEL -GLUED TO PANEL AND SECURED TO END STILE WITH 3/16" POP RIVETS 0 12" 0.C. 1 7-1/2' X .050" GALV. STEEL _ CENTER HINGE 1 -7/8• X 2 -5/8" X .045" STE2 - CENTER STILE. GLUED AND RIVETED TO PANEL W/ (4) 3/16" RIVETS - # 14 X 5/8" S.M.S. 4/ HINGE SECTION B —B INTERIOR SIDE 7-1/2' X .071 END ROLLER HINGE 3/4" X 2" X 2-1/2' X 18 GA. STEEL (o. 04k' _ END STILE. CONNECT TO PANELS WITH FLAPS AND 3/16" ALUM RIVETS SEE DETAIL ABOVE 3 -3/4" MIN. EDGE DIST. FLAPS BENT OVER PANEL ;7 1/4: • • 1/2" PUNCHED HOLES 0 4" O.C. 24 GA. STEEL PANEL 3/16" ALUM RIVETS L. 5/16" HILT1 SLEEVE ANCHORS OR EQUAL 1 -1/2" MIN. EMBED INTO MASONRY 1 PER BRACKET 1/4 -20 SS BOLT do NUT 1.82" DIA. X .50" ROLLERS W/ .44 DIA. X 4-1/4" STEM Engr. DTI. `+UMAYOUN FAR000 STRUCTURES FLA. PC 1 16557 JUL 1 2 2001 END STILE P.r1R!I•i[D AS CO ?.!:PINING vnn; THE !M111 FLQC!^.1 Ei!!It.D!!!G CODE VT: _AUG 9.2001 _ -- r•• r.ccEPT ;.1;g: .NQ. 0/ — o 516. °D O co z W O 0 ▪ E fir 14 O O 0 O W O V) n U O z ) 0 O « 1 a Oa 9 �N C4 vi O w cc 1 J N c 0 1v cn O 0 co 0 4 1 M Q • u_ z ( ON Z (0 �O 1 O 36 tn• 0 = to 6 g Q .- ;71 .0 0 0 0 ( ) 0 0 0 0 v 0 s 0 3 drawing no. 01 -09 sheet 2 of 3 ) DOOR HEIGHT • SECTION HEIGHTS f BRACKET PLACEMENTS 1ST 2ND 3RD 4TH15TH B1 B2 1 83 84 85 B6 87 88 6 -0" 18" 18" 18" 18 "IN /A 1" 11 -3/4"I 23" 34" 45' 56" 67" - 6' -6" 21" 18" 18' 21' N/A 1' 11 -3/4' 23" 34' 45" 56" 67" - 7' -0" 21" 21" 21" 21' N/A 1" 11 -3/4' 23" 34" 45" 56" 67" 78 -1/4 7' -6' 18" 18" 18' 18" 18" 1' 11 -3/4 - I 23' 34' 45' 56" 67' 78-1/4" 78-1/4" 8' -0" 21" 18' 18' 18'121" 1" 11 -3/4" 23" 34" 45" 56" 67" SLEEVE ANCHOR SPACING ANCHOR! STRUCTURE EMBED SPACING BLOCK 1 -1/4" 11" 5/16' I CONC. 1 -1/4" 11' BLOCK 1 -1/4" 14" 3/8" I CONC. 1 -1/4" 17 0 N . 0 N 0 m 0 w W 2' ,- POP RNETS SECTION A —A 089' GALV. STEEL ADJUSTABLE SUDS FASTENED TO BRACKET W/ 5/16 -18 X 3/4' HEX HEAD M. SCREWS & NUS$ HORIZONTAL REINFORCEMENT 1/2" X 1 -3/4' X .059' FORMED STEEL GLUED TO PANEL AND FASTENED TO VERTICAL STILES WITH (2) 3/16' POP RIMS 2 -7/8' X 5-1/2' X 3' X .1 GALV. STEEL TOP ROLLER BRACKET (DOUBLE) FASTENED W/ (6) # 14 X 5/8' S.M.S. HORIZONTAL REINFORCEMENT 1/2' X 1 -3/4' X .059' FORMED STEEL GLUED TO PANEL AND FASTENED TO VERTICAL STILES WITH (2) 3/16' POP RIVETS 5/16" MEETING RIB 7/16' DIA X 3 -3/4" ROLLER SHAFT flPTIONAI INSUI ATIONS eY •APACHF PRODUCTS CD' EPS- EXPANDED POLYSTYRENE DENSITY - 1.07 PCF N.O.A. # 98- 0904.04 OR ISO-25 POLY - ISOCYANURATE DENSITY - 2.0 PCF N.OA # 98- 0904.03 14 GA GALV. STEEL ROLLER HINGES FASTENED W/ (4) # 14 X 5/8' SMS MIN. .024' ROLL FORMED STEEL PANEL DRAWING QUALITY G -40 MIN. YIELD STRENGTH - 39 KSI WITH PRIMER AND BAKED -ON POLYSTER PAINTED TOP COAT APPUED TO BOTH SIDES OF STEEL 12 GA. GALV. STEEL BOTTOM BRACKET FASTENED W/ (4) #14 X 5/8' SMS BOTTOM SEAL .058 ALUM PLATE WITH 1/8" X 1' S.M.S. 0 48" O.C. AND RUBBER WEATHERSTRIPPING 5/16' X 1 -5/8" LAG SCREWS INTO WOOD OR 5/16" SLEEVE ANCHORS WTT}I 1 -1 /4' EMBED INTO MASONRY 3 PER BRACKET 2 -1/2" X 4 - X .1" SIttL PLATES WELDED TO 1 -1/2' X 1 -1/2" X .089' ANGLE FASTENED TO TRACK WITH (4) 1/4 -20 SS. BOLT & NUTS 1- S 0 tJ S 0 z Z w 0 w O 0 0 m n N CO m: TRACK CONFIGURATION CAST ALUM. CABLE DRUM 1 -1/2" WOOD FRAMF RUH DINGS STUD WALLS OR DOOR OPENING SHALL BE FRAMED SOUD BY NOT LESS THAN (3) 2X6 PRESSURE TREATED GRADE 2 OR BETTER WOOD STUDS. STUD WALLS TO BE CONT. FROM FOOTING TO TIE BEAM. 0 11 .. A W HORIZ. TRACK LENGTH - OPENING HEIGHT PLUS 12" "- SECTIONS ARE NUMBERED STARTING AT THE BOTTOM FOR DOORS MORE THAN 8 FT. HIGH. USE ADOITIONAL TOP BRACKETS AT 10' 0.C. 14 GA GALV. STEEL TRACK 2" X 3 -1/2' X 12 GA. TRACK BRACKETS 2 -3/16" HIGH CONNECTED TO TRACK WR}I ONE 1/4" BOLTS & NUTS. RY TRACK SHALL BE SECURED WITH TRACK BRACKETS TO PRESSURE TREATED 2X6 WOOD JAMBS WHICH SHALL BE ANCHORED TO GROUTED REINFORCED MASONRY BLOCK WALL OR CONC. COLUMN W/ 1/4' TAPCONS O3/8' DIA. FILTH SLEEV ANCHORS. 1 3/4 " 0.C. EMBED AND A SPACING OF 12 O.C. THE BLOCK WALL CELLS SHALL BE GROUT FILLED AND REINFORCED WITH FOUR 1 5 BARS EXTENDING INTO FOOTING AND INTO TIE BEAMS, AU. BARS SHALL BE CONTINUOUS FROM T1= BEAMS TO FOOTING. PREPARATION OF JAM BY OTHERS STEEL STRUCTURE BY OTHERS MUST SUPPORT THE LOADS IMPOSED BY DOOR SYSTEM HORIZ. TRACK SUPPORT AS RECD. BY DOOR INSTALLER 1/4' 0 HEX HEAD M.S. & LOCK NUT 0 12' 0.C. 1 1/4" X 2 -1/2" X 14 GA COI STEEL ANGLE .102' GA GALV. STEEL FLAT BRACKET t 3" LONG 0 *12" 0.C. CONNECTED TO CONT. ANGLE W/ (3) SPOT WELDS AT EACH SIDE ALTERNATE TRACK INSTALLATION MIN. EDGE DISTANCE .. IYPIQAL Engr. OR. HUMAYOUN FAROOQ STRUCTURES FLA. PE 0 16557 - JUC 14 GA. GALV. STEEL TRACK FASTENED TO TRACK PLATES w/ (2) 1/4- 20X5 /8" TRUSS HD. SLOTTED M.S. & LOCK NUT 1.r7AVED COMPLYING WITH ME. FLOr,ID.1 DUMDUM CODE • AUG OOH CMCE l.L1.1.1,1I1CF ,10.0 —05 LL. 03 0 rn 0 W • m at Z W 1 N 0. 40 ,•••, 1••• N o 0 0 n = 4 1. 0 (n • V W O M1 m 0 ( < 4. 0 = of mO 1 W N Z n 5 v d W N 2 r 1 0 0 0 W J z W 0 to W Q z 0 U w N O .> • 0 0 0 0 o O W M a-J ? ~ COo O • 3 o p Z = to 6 03 cI -j. Q Q co 0 'fl 0 3 0 • 0 a drawing n 01 -09 sheet 3 of 3)4