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969 NE 92 St (5)5562 N.W. 7th STREET SUAT 202 WAW. FLORIDA 33126 TELEPHONE (305) 220 -3171 FAX (305): 264-0229 DRAW BY: 44 9 X pzauti purve lint. LAND SURVEYORS BOUNDARY SURVEY SCALE =1" .2b /02452' /O. 96 A940 j4` 'per /W iT PI) �� 2 NOcie g, SHEET No. SURVEYOR'S NOTE: There may be Easements recorded in the Public Records not shown on this Survey SURVEY No, 0 4 - /2& O 4.7 92 N.W. 7th STREET SUITE 202 MIAMI. FT/. :ODA 33126 TELEPHONE: (305) 220 -3171 FAX (305): 264 -0229 DRAW BY: Aik Survey of Lot: 3 Subdivision: AMENDED PLAT OF GOLDEN GATE PARK According to the Plat thereof as recorded in the Plat Book No. 7 at Page No. 54 of the public records of MIAMI -DADE County, Florida. Property Address: 969 NE 92 ST, MIAMI SHORES, FL 33138 For: MICHAEL MEYER A- ARC A /C- MR CONDITIONER PAD. AE.- ANCHOR EASEMENT. A/R- ALUMINIUM ROOF. A /S- ALUMINIUM SHED. ASPH.- ASPHALT. B.C.- BLOCK CORNER. BLDG. - BUILDING. B.M. - BENCH MARX 8.0.8.- BASIS OF BEARINGS. C- CALCULATED CH.B.- CHORD BEARING. CL- CLEAR C.LF.- CHAIN UNK FENCE C.M.E. CANAL MAINTENANCE EASEMENTS. CONC.- CONCRETE C.P. - CONC. PORCH. GS.- CONCRETE SLAB. D.E.- DRAJNAGE EASEMENT . D.M.E- DRAJNAGE MAINTENANCE EASEMENTS DRIVE- DRIVEWAY • - DEGREES. E- EAST. A B B R E t 'urtt e lj nrs J n r. LAND SURVEYORS LOCATION SKETCH Scale 1"= NT.S. V I A T I O N A N D M E A N I N G P.R.C. - P.B.- PC.- PRY= PRM- P.LS.- R.- RR.- C.B- CATCH BASIN. LF.E- LOWEST FLOOR ELEVATION. RES.- C.B.S- CONCRETE BLOCK STRUCTURELM.E- LAKE MAINTENANCE EASEMENT R/W- CBW- CONCRETE BLOCK WALL ' - MINUTES RAD.- CH- CHORD. M.= MEASURED DISTANCE R.P. - 1.1/H- MANHOLE M/L- MONUMENT UNE N.A.P.- NOT A PART OF. NGVD- NATIONAL GEODETIC VERTICAL DATUM. N.- NORTH. N.T.S.- NOT TO SCALE. 4I-NO.= NUMBER. 0/S- OFFSET. O.H.- OVERHEAD 0.H.L- OVERHEAD UTILTY UNES OVH- OVERHANG PNAT.- PAVEMENT. E.T.P. - ELECTRIC TRANSFORMER PAD PL- PRA ELEV.- ELEVATION. pit... PROPERTY UNE. ENCR.- ENCROACHMENT. P•C.Cr POINT OF COMPOUND CURVE P.C.= POINT OF F.H. - FIRE HYDRANT. P 7.- POINT OF TANGENCY. CURVE. F.I.P.- FOUND IRON PIPE P PAC.- POINT OF COMMENCEMENT. MENT. F.F.E- F.N.D.- FR= FT= FNIP.- F.N.- H.- IN.MaEG.- LP. FINISHED FLOOR ELEVATION. FOUND NAIL & DISK . FRAME FEET. FEDERAL NATIONAL INSURANCE FOUND NAIL HIGH (HEIGHT) INGRESS AND EGRESS EASEMENT. UGHT POLE. RGE.- SEC.- STY.- SWK.- SI.P. F.I.R.- FOUND IRON ROD. POET.- PUNT OF BEGINNING. LEGAL NOTES TO ACCOMPANY SKETCH OF SURVEY (SURVEY): THERE MAY BE EASEMENTS RECORDED IN THE PUBUC RECORDS NOT SHOW ON THIS SURVEY POINT OF REVERSE CURVE PLAT BOOK. PAGE. PARKWAY. PERMANENT REFERENCE MONUMENT. PROFESSIONAL LAND SURVEYOR. RECORDED DISTANCE RAIL ROAD. RESIDENCE RIGHT -OF -WAY. RADIUS OF RADIAL RADIUS POINT. RANGE. SECTION. STORY. SIDEWALK. SET IRON PIPE LB. /6044. S.- SOUTH. SECONDS T- TANGENT. TIP- TOWNSHIP. UTBL- UTILITY. U.P.- UTILITY POLE W.M.- WATER METER. W.F.- WOOD FENCE W.S. - WOOD SHED. W/R- W000 ROOF. - CENTRAL ANGLE. - CENTER UNE - ANGLE EXAMINATIONS OF THE ABSTRACT OF 1111.E MILL HAVE TO BE MADE TO DETERMINE RECORDED INSTRUMEITS. F ANY, AFFECTING THE PROPERTY. THIS SURVEY IS SUBJECT TO DEDICATIONS, LIMITATIONS. RESTRICTIONS. RESERVATIONS OR EASEMDITS OF RECORD. LEGAL DESCRIPTIONS FRONDED BY CLIENT OR ATTESTING TITRE COMPANY. BOUNDARY SURVEY MEANS A DRAVANG AND/ OR A GRAPHIC REPRESENTATION OF THE SURVEY WORK PERFORMED N'THE FIELD. COULD BE DRAW AT A SHOW SCALE AND/OR NOT TO SCALE. EASEMENTS AS SHOVAI ARE PER PLAT BOOK. UNLESS °INDORSE SHOW. THE TERM 'ENCROACHMENT' MEANS VISIBLE AND ABOVE GROUND ENCROACHMENTS. ARCHITECTS SHALL VERFY 20NING REGULATIONS. RESTRICTIONS AND SETBACKS AND THEY WILL. BE RESPONSIBLE OF SUBMITTING PLOT PLANS WITH THE CORRECT INFORMATION FOR THEIR APPROVAL FOR N0150. THIS FIRM H HAS NOT TICONSTRUCTIONS. UNLESS O T ATTEMPTED TO LOCATE F0011140 AND/OR FOUNDATIONS. FENCE 0WER99P NOT DETERMINED. THIS PLAN OF SURVEY. HAS BEEN PREPARED FOR TINE EXCLUSIVE USE OF THE ENTITIES NAMED HEREON. THE CERTIFICATE DOES NOT EXTEND TO ANY UNNAMED PARTY. THE FNIP FLOOD MAPS HAVE DESIGNATED THE HEREIN DESCRIBED LAND TO BE Situated in Zone: X Community /Panel /Suffix: Date of Firm: 07/17/1995 Base Flood Elevation: Certified to: MICHAEL MEYER LEGEND TYPICAL •0.00 = EXISTING ELEVATIONS. ®= PROPOSED ELEVATIONS. $URVEYORS'S NOTES: 1). IF SHOW, BEARINGS ARE REFERRED TO AN ASSUMED MERIDIAN. BY SAID PLAT N THE DESCRIPTION OF THE PROPERTY. F NOT. THEN BEARINGS ARE REFERRED TO COUNTY, TOWNSHIP MAPS. 2). IF SHOW , ELEVATIONS ARE REFERRED TO CM-De COON Ty wq 15-62 e74- ElEV. FEET. OF N.GKO. OF 1929. NE 96 ST e q. /O Ave 3). THIS IS A SPECIFIC PURPOSE SURVEY. 4). THE CLOSURE IN THE BOUNDARY SURVEY IS ABOVE 1:7500 FT. I HEREBY CERTIFY: THAT THIS 'BOUNDARY SURVEY OF THE PROPERTY DESCRIBED HEREON. AS RECENTLY SURVEYED AND DRAWN UNDER MY SUPERVISION, COMPUES WITH THE MINIMUM TECHINICAL STANDARDS AS SET FORTH BY THE FLORIDA BOARD OF PROFESIONAL LAND SURVEYORS IN CHAPTER 61617 -6, FLORIDA ADMINISTRATIVE CODE PURSUANT TO 472.0$7, FLORIDA STATUTES. BY: IBARRA (DATE OF FIELD WORK) PROFESSIONAL LAND SURVEYOR N0. C STATE OF FLORIDA (VAUD COPIES OF THIS SURVEY WILL BEAR THE EMBOSSED SEAL OF THE ATTESTING LAND SURVEYOR). REVISED ON. REVISED ON. CLF= CHAIN LINK FENCE CBS WALL(CBW) IF =IRON FENCE OVERHEAD UTILITY LINES WF =WOOD FENCE ?ot t.1 120652 - 0093 -J SURVEY Np 0001288 SHEET No. / OF 2 . Date: 02/03/2004 or- L±-°';± i 7 6 J 4 4 ,03. 2 P . .e 92 N.W. 7th STREET SUITE 202 MIAMI. FT/. :ODA 33126 TELEPHONE: (305) 220 -3171 FAX (305): 264 -0229 DRAW BY: Aik Survey of Lot: 3 Subdivision: AMENDED PLAT OF GOLDEN GATE PARK According to the Plat thereof as recorded in the Plat Book No. 7 at Page No. 54 of the public records of MIAMI -DADE County, Florida. Property Address: 969 NE 92 ST, MIAMI SHORES, FL 33138 For: MICHAEL MEYER A- ARC A /C- MR CONDITIONER PAD. AE.- ANCHOR EASEMENT. A/R- ALUMINIUM ROOF. A /S- ALUMINIUM SHED. ASPH.- ASPHALT. B.C.- BLOCK CORNER. BLDG. - BUILDING. B.M. - BENCH MARX 8.0.8.- BASIS OF BEARINGS. C- CALCULATED CH.B.- CHORD BEARING. CL- CLEAR C.LF.- CHAIN UNK FENCE C.M.E. CANAL MAINTENANCE EASEMENTS. CONC.- CONCRETE C.P. - CONC. PORCH. GS.- CONCRETE SLAB. D.E.- DRAJNAGE EASEMENT . D.M.E- DRAJNAGE MAINTENANCE EASEMENTS DRIVE- DRIVEWAY • - DEGREES. E- EAST. A B B R E t 'urtt e lj nrs J n r. LAND SURVEYORS LOCATION SKETCH Scale 1"= NT.S. V I A T I O N A N D M E A N I N G P.R.C. - P.B.- PC.- PRY= PRM- P.LS.- R.- RR.- C.B- CATCH BASIN. LF.E- LOWEST FLOOR ELEVATION. RES.- C.B.S- CONCRETE BLOCK STRUCTURELM.E- LAKE MAINTENANCE EASEMENT R/W- CBW- CONCRETE BLOCK WALL ' - MINUTES RAD.- CH- CHORD. M.= MEASURED DISTANCE R.P. - 1.1/H- MANHOLE M/L- MONUMENT UNE N.A.P.- NOT A PART OF. NGVD- NATIONAL GEODETIC VERTICAL DATUM. N.- NORTH. N.T.S.- NOT TO SCALE. 4I-NO.= NUMBER. 0/S- OFFSET. O.H.- OVERHEAD 0.H.L- OVERHEAD UTILTY UNES OVH- OVERHANG PNAT.- PAVEMENT. E.T.P. - ELECTRIC TRANSFORMER PAD PL- PRA ELEV.- ELEVATION. pit... PROPERTY UNE. ENCR.- ENCROACHMENT. P•C.Cr POINT OF COMPOUND CURVE P.C.= POINT OF F.H. - FIRE HYDRANT. P 7.- POINT OF TANGENCY. CURVE. F.I.P.- FOUND IRON PIPE P PAC.- POINT OF COMMENCEMENT. MENT. F.F.E- F.N.D.- FR= FT= FNIP.- F.N.- H.- IN.MaEG.- LP. FINISHED FLOOR ELEVATION. FOUND NAIL & DISK . FRAME FEET. FEDERAL NATIONAL INSURANCE FOUND NAIL HIGH (HEIGHT) INGRESS AND EGRESS EASEMENT. UGHT POLE. RGE.- SEC.- STY.- SWK.- SI.P. F.I.R.- FOUND IRON ROD. POET.- PUNT OF BEGINNING. LEGAL NOTES TO ACCOMPANY SKETCH OF SURVEY (SURVEY): THERE MAY BE EASEMENTS RECORDED IN THE PUBUC RECORDS NOT SHOW ON THIS SURVEY POINT OF REVERSE CURVE PLAT BOOK. PAGE. PARKWAY. PERMANENT REFERENCE MONUMENT. PROFESSIONAL LAND SURVEYOR. RECORDED DISTANCE RAIL ROAD. RESIDENCE RIGHT -OF -WAY. RADIUS OF RADIAL RADIUS POINT. RANGE. SECTION. STORY. SIDEWALK. SET IRON PIPE LB. /6044. S.- SOUTH. SECONDS T- TANGENT. TIP- TOWNSHIP. UTBL- UTILITY. U.P.- UTILITY POLE W.M.- WATER METER. W.F.- WOOD FENCE W.S. - WOOD SHED. W/R- W000 ROOF. - CENTRAL ANGLE. - CENTER UNE - ANGLE EXAMINATIONS OF THE ABSTRACT OF 1111.E MILL HAVE TO BE MADE TO DETERMINE RECORDED INSTRUMEITS. F ANY, AFFECTING THE PROPERTY. THIS SURVEY IS SUBJECT TO DEDICATIONS, LIMITATIONS. RESTRICTIONS. RESERVATIONS OR EASEMDITS OF RECORD. LEGAL DESCRIPTIONS FRONDED BY CLIENT OR ATTESTING TITRE COMPANY. BOUNDARY SURVEY MEANS A DRAVANG AND/ OR A GRAPHIC REPRESENTATION OF THE SURVEY WORK PERFORMED N'THE FIELD. COULD BE DRAW AT A SHOW SCALE AND/OR NOT TO SCALE. EASEMENTS AS SHOVAI ARE PER PLAT BOOK. UNLESS °INDORSE SHOW. THE TERM 'ENCROACHMENT' MEANS VISIBLE AND ABOVE GROUND ENCROACHMENTS. ARCHITECTS SHALL VERFY 20NING REGULATIONS. RESTRICTIONS AND SETBACKS AND THEY WILL. BE RESPONSIBLE OF SUBMITTING PLOT PLANS WITH THE CORRECT INFORMATION FOR THEIR APPROVAL FOR N0150. THIS FIRM H HAS NOT TICONSTRUCTIONS. UNLESS O T ATTEMPTED TO LOCATE F0011140 AND/OR FOUNDATIONS. FENCE 0WER99P NOT DETERMINED. THIS PLAN OF SURVEY. HAS BEEN PREPARED FOR TINE EXCLUSIVE USE OF THE ENTITIES NAMED HEREON. THE CERTIFICATE DOES NOT EXTEND TO ANY UNNAMED PARTY. THE FNIP FLOOD MAPS HAVE DESIGNATED THE HEREIN DESCRIBED LAND TO BE Situated in Zone: X Community /Panel /Suffix: Date of Firm: 07/17/1995 Base Flood Elevation: Certified to: MICHAEL MEYER LEGEND TYPICAL •0.00 = EXISTING ELEVATIONS. ®= PROPOSED ELEVATIONS. $URVEYORS'S NOTES: 1). IF SHOW, BEARINGS ARE REFERRED TO AN ASSUMED MERIDIAN. BY SAID PLAT N THE DESCRIPTION OF THE PROPERTY. F NOT. THEN BEARINGS ARE REFERRED TO COUNTY, TOWNSHIP MAPS. 2). IF SHOW , ELEVATIONS ARE REFERRED TO CM-De COON Ty wq 15-62 e74- ElEV. FEET. OF N.GKO. OF 1929. NE 96 ST e q. /O Ave 3). THIS IS A SPECIFIC PURPOSE SURVEY. 4). THE CLOSURE IN THE BOUNDARY SURVEY IS ABOVE 1:7500 FT. I HEREBY CERTIFY: THAT THIS 'BOUNDARY SURVEY OF THE PROPERTY DESCRIBED HEREON. AS RECENTLY SURVEYED AND DRAWN UNDER MY SUPERVISION, COMPUES WITH THE MINIMUM TECHINICAL STANDARDS AS SET FORTH BY THE FLORIDA BOARD OF PROFESIONAL LAND SURVEYORS IN CHAPTER 61617 -6, FLORIDA ADMINISTRATIVE CODE PURSUANT TO 472.0$7, FLORIDA STATUTES. BY: IBARRA (DATE OF FIELD WORK) PROFESSIONAL LAND SURVEYOR N0. C STATE OF FLORIDA (VAUD COPIES OF THIS SURVEY WILL BEAR THE EMBOSSED SEAL OF THE ATTESTING LAND SURVEYOR). REVISED ON. REVISED ON. CLF= CHAIN LINK FENCE CBS WALL(CBW) IF =IRON FENCE OVERHEAD UTILITY LINES WF =WOOD FENCE ?ot t.1 120652 - 0093 -J SURVEY Np 0001288 SHEET No. / OF 2 . Date: 02/03/2004 or- 1'RODUC'1' CONTROL NOTICE OF ACCEPTANCE 1'ino- Windows Corporation 6860 N.W. 75 Street Medlcy,FL 33166 I111A1111 -IMI)E COUN 1'Y, FLORIDA ■IGTKO -DADL' FLAGLI?R UUILDINU BUILDING COW.; CO111'LIANCI•; OFt:ICI: NIIi1 HAULER DIMMING FIB I' I X � Klili l' VIII l'li 1603 (MAIM I:101 I 1)130 -1563 (305) 375 -2901 VAX (305) 373-2193 (()1 I It, rult 1.1('F :NsINl; si:r1 ION (305) 375.2527 AX (305))75.21, I ( ON1l( C1l)I1 F:N :J1FNI'ADYISION (305) 375.296( FAX (31iS) 375.290* 1'11()1) IICI' ('1)N 11(()1. I)11'INION (3051J/5-29Q FA X 1305) 371 -6339 Your application for Notice of Acceptance (NOA) of: Series 400 Aluminum Class Sliding Door under Chapter 8 oft Cock of Miami -Dade County governing the use of Alternate Materials and Types of Construction, and completely described herein, has been recommended for acceptance by the Miami -Dads; County Building Code Compliance Office (13CCO) under the conditions specified herein. This NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at any time from a jobsite or manufacturer's plant lbr quality control testing. II this product or material fails to perform in the approva manner, BCCO may revoke, modify, or suspend the use of such product or material immediately. J3CCO reserves the right to revoke this approval, if it is determined by 13CCO that this product or material fails to meet the requirements of the South Florida Building Code. The expense of such testing will be incurred by the manufacturer. ACCEPTANCE NO.: 01.0606.01 EXPIRES: 10/01/2006 Raul Rodrigues Chief Product Control Division 'I•IIIS IS TIIE COVER,SIII;I;T, SI ?E ADDITIONAL PACES FOR SPECIFIC AND GENI;RAI CONDITIONS BUILDING CODE 4.gc I'ROl)UCI' REVIEW COM1\I1'1`1'I;li Tltis application for Product Approval has been reviewed by the 13CCO and approved by the Building Code and Product Review Committee to be used in Miami -Dade County, Florida under the conditions set forth above. APPROVED: 013 /02/2 00 Francisco J. Quintana. K.A. I)ircctor Miami -I)adc County l3uildinb Code Compliance (Mice` 11304S00011pc20001 1temphteslnotke xcepunce cover pstadot Internet )nail )address: posUnasicr n buittlingcotteonline.cotu llomcpage: htlp: l /www.built)ingcoticonline.cutn • - - As C E 798 ------ : TRU88'10A1)ING CONOST(ONI , 13°$$ ES I TR uv , , , , 3 Ir ToP N/A fqP cHTRTakt. 1 0.d LT40 cHok591:kti, — -------- j _ 19 - VA -- 1 ---, — , _r [IOTA; L AO (PO) , 50.0 TOTAL LOA9 cf WA1 STidli*TRaSt: 1 •,33 $riit$$ iliCkE,A$E: 6i/42 a'ar e do fly F -- - -- ii - - , - -- - - ---------------- - e‘CdikotAteolif :7 5 vioiti - 7 - 1 4 0 - M "11 - 1 - ' if i — i,4,01 kiOliko : --- - - ----------- ----- - ------ - .5 7 1: - i ROOF T 7-0-0 si3 12 5.0 14;1-1,0 3/1(r exT ettv 14-4-0 20-0-0 **ATTENTION OUILInft** ALL OltONSIQNS OVERHANG, INTO}S - ro es crlegKeat- _ OgFoRe °MERINO TOS8,04 IT 19 4 /(:)Vilpa0P0f4Sistio To cfrit0(olot TRUSS PLAN P.8.C.?314.17.2.44„POIITRUSSES HAVING AN OVERALL LENGTH QF THE gorrompi911.0 It. 01 FEET (101 fm) OR 0 FEET 04 •min),OVERALL HEIGHT. EPEOT,10N SHAI.L SE SUPERVISED $Y EITHER A ROISTERED PROFESSIONAL ENDINEER 00 REGiSTEREO ARCHITECT FISTAINE0 BY THE CONTRACTOR. APPROVED TRUSS ANCHOR BY BUILDER SQUARE CUT OVERHANG HEEL HEIGHT =2x6 STD. BOTTOM 2x4 MIN. TOP = 2x4 MIN. 12 5.0 PP" SECT ION "A" 1-8- • ---- 88-5 ...good 2.5 12 TAIL 12 1 2.5 5.0 18-0-0 " rr . ALL TRUSSES SPACED 24 Q.O. NLESS opiwiwts,‘ SP EOM° . . soTpukagutiorsq$*1 if A splvtcg, oor A tlEOVIREMENT. EtiqttigEREO ORAWIN,Cve it,.F.F1 130,,u0.3 001'11000. 1 ..A IT IS -THE 11ESPONSI9N4Ty OF THE 0 Aogel TO yrikiza ENdiNgefido OnAviictOS vYHEN ERCTINO THE TRuSSEs. APPROVED TRUSS ANCHOR 6`1 BUILDER BOTTOM =2x4 MIN. TOP 2x4MIN. LEDGE 12 6.0 Apr e-04) - - t 7 UPLIFT CQN_NECT(ONS TO TRUSSES AND DIAPER TRu$SE$ Ig THE RESPONSIENLITY OP TH4 E ARCHITECT OR 0.0 NOT THE FABRICATOR. 00 NOT CUT OR ALTERTRUSS ES SEPoRe NoTiFyirlo AND/OR APPROVAL IN WRIT TING SY BEST TRUSS CO. 1 : 4 )-9 PE) -8-0 ALL NECESSARY REAM* TRussES MUST BB FIEROJITAO,TO 1,1E1T TRUSS o WITHIN 4 HOVS$ OF Oi$OV,t0. TRUSS LAYOUT IS A PLAOEMENT PLAN ONLY. RE,VtS)ON OF THIS StIPP OliAmpol EY PROFESSIONAL ENOANEEA LN COMPLIANCE Of NW NO- $ MET, OAP OuNTY BUILDING AND ZONING DEPARTMENT EXCE.pi FOR Au, eyn.coill COMPONENT$ NOT FABRICATED BY BEST TRUSS CO. REFER TO ARCHITECT' OR ENGINEER FOR COMPLETE COPEELATIOX OF TNO INFOALLATION pRovipEo 0.4 THIS smoR DRAWING wiTti ALL OTHER TRADE,. STRUCTURAL BEAMS, WALLoANO fOuNOATION AtOwAt PANT s OP THE [ ROOF AREA: 2960.98 $(). FT. . , piAtr "E= -0" 1Z-4 6 cc)RN 6,e S PIN° 11\10 L u_r„y; t c? w fa .41 ; m tro6,141 01 E OF 0,,$%s1SACOMPO TASK TO BE I P p KN R O E O P BE t T r C. j of.r.ofiotoTalo.THE ,NO.c04$par3A N (3% MADE BY eg frms co. FOR 108 QF rlMo AQQITRDNAL CRANE USAGE; (3.$1 TRUSS C0. WILL 85 RESPONSIBLE ONLY FQR.RPLAC)Nc O. FAFAIAIN4OANIAQE.et TRt)$$ OR THOSE P6 1 S t: 41 I F U T F Z t W . I N () ; I ti .5191 : 1 ;5 :I I 1 11 :6 1 "" 47 ! 9: t .4 SA. IR ti 11 eG E :N . S PE C iA c ; u F ° 1 E E GIROER , ."„ • • SHEATEG ALL. NOTE: Atli TgLai$'A 24' 0.0: otlr.es NOTE, ALL oRoof cON•NEO AtI,Q01090 ResPO40J(0001 GENERAL COTRAOTO fr SPECIAL HANGER$ puRcHA*FIQP TRUSS 4.• 4 • 11 t L . FORD CO. 1774 W. Flagler Street MIAMI 3$. FLORIDA Telephones: 9.3508 $2- 0027 According to the Plat .thereof as recorded in Plat Boo Public Records of Dade County, Florida. F" or /'. /1 r 'P,C�Y; Date HEREIY CER9`IFY that ihs attached sketch represents asurvey made under my dire`tion and is true and correct Co the best of my. knai I qp a l�slr f These g►rs no a s ae�< skte yts pt sh Jyn. 4 # Y3 r5 ORDER NO./46 F. S. 4V-4.9 at Page. /Yo RtGISTEREI 1AIID`SOW; OR 427 STATE OF FLORIDA ' gr�e. 3c ea¢ a�"• ssxaasac .- �.xi..-- as�c:er�.s•s;� -== �caE,:-a,a_:�sx�ac- zTS:+.-s. --z� - 4 1. a-: F. r. , m- - sza�wsr-.rcaa.�a�s 4] 1712 S. W. 1st Street Miami 35, Florida Telephones: 5- 3508. 7 -2524 ..s4 7. B. FORD h s 1' /s ge, A :to AlM sr %941°4 ,1e.se CFP< /s" /moo../ . // /4;4".%)0 C% 41,.G,?,Qc:k r r Z4 4 //4 0 //� • l..e0/ /- .his r . / 0 I /C4e ,ei// le • • 1 HEREBY CERTIFY that the attached sketch repaece.zts a survey rr.ade under my direction arid, is true a_:d correct to the 1;est of my knowledge and belief. There are no encroachmee exc ,pt ad bowne x' •• z 22 12$ 12/ .es : 1 ,. /". /00 .. VA CAI/ r ee — - zo ! orr- /6 • s. psi N Date ,./A-y , x, — a 1 % /? ev/ h 6 :" /,ie4 ; zar • :for' 8 it //a /4",‘ ,4AS /7 O.C' /. o/' ef,tA ' ('According to the Plat thereof as'recordod in Plat l3ook • , at Page ` /,34 Public Records of Dade County, Florida. For ,d�a�.c ' s' +9 -0" 000000 SECT ON "C°° 3/8° °= _°-0" 110'ALL LIVE OAK NATIVE FLA GRADE #1 110' FISH TA11L, PALM ]FLA GRADE #1 24 "ALL COCOPLUM ® 24" M. NATIVE FLA C E #1 A A OF SI 'E: Area of constructien: Garalr,© Patio TOTAL Pcrvious Area of drives and walks: 7000 SF 746.3 SF 303.22 SF L40 SF 21_99.52 SF 446C SF 340 SF 2 "X4" FRAMING ® 24" C/C ,_ 15 FOOT ALLEY — — 3 /4" METER AND SERVICE WITH BACKFLOW WM % "IRRIGATION METER AND BACKFLOW P WR® POLE r .-1' SITH - 4 - +10.50 1 0.00 +1 +10. GOO ).00 0 'LA\ 50.00' 6' WALL EIVC 282 SIB RESERVE AREA 92nd 111 EFT rS HALT PAVING 0( WAIL- (bs. 10.00 1 1 10. — ADJACENT WALL 0 0 J 0 Q CO CV ST O O O 2FFT EXISTING TREE SCALE 1"—lO' 900 GAL SEPTIC TANK 282 SF DRAIN FIELD �{ O N�`,, SEPTIC TANK- - GAL. (MIN) DRAINFIELD_ — FT. (MIN) INSTALL /u ,OF SLIGHTH LY LIMITED SOIL OF I�.� .� � . UNDER BOTTOM oti� � � I N E p z E\TA C,i� __ IA BOITVL.Of��SL�.IO iIL .D ii PERIMETER CT EXCAVATIUN Ai._ LONGER rr SHALL E WIDER AND LONG= R T.:1 THIS ? LEAST D O 1 SORPTION BED OItD1 IN 'IIIEi Ci# PROPOSED A� WARN THE APPROVED SEPTIC TANK DRAINFIELI) INVERT ELEVATION MAY BE THE CONTROLLIN% FACTOR IN DETERMINING FINISHED FLOOR ELEVATION, co cf--ed_ 1 owi ' n' ' oN J ' - i 1- v c N Zp re) EE NO LTIL FT cr DATE: 20 DEC 01 SHEET A ='llo OF DOOR SCHEDULE 1MARK LOCATION DOOR FRAME FIRE RATING �IDW. REMARKS SIZE TYPE O(�. `��PC FIN. W H 9' -03 KRS. LA MARBLE A FRONT DOOR 3' -0 6 I -3/4° SC wOOID PAINT WOOD PAINT DDRM 2 -3 DEAD DOLT LOCK PEEP HOLE DRYWALL 9'4' D GARAGE 2'4' O'-O' I -3/4° O ZOOID PAINT WOOD PAINT 3/4 'A OOD DEAD DGLT LOCK CLOSER ( 2 ~ 41-1 9 ( Doug. KIT C GARAGE 2 -6° 8'°-0° I -3/4' SC WOW PAINT wooO PAINT CER TILE DRYWALL DEAD ®OLT LOCK VARIES WOOD WOOD D UTILITY 2 0' -0' 1 -3/8' NC MOOD PAINT WOOD PAINT GARBLE PASSAGE - STUCCO DRYWALL E BEDROOM 2 8 I -3 /u' MOOD PAINT WOOD PAINT VARIES WOOD PRIVACY GARBLE DATA 2'4' a$'-0 1 -3/8' HC WOOID PAINT W000 WbIPYE PRIVACY G CLOSET 6 ' ° 8' - 0 2 DIFOLD WOOD PAINT WOOD PAINT PULL I1 CLOSET 4'-O' O' -0' DIPOLD W00)D PAINT WOOD PAINT PULL 1 CLOSET 2 G'0O' DIFOLD WOOD PAINT VOOD PAINT DULL J MASTER DDRfi V-10 > 'm0' 1 -3 /O' NC; >%OOPD PAINT WOOD PAINT PRIVACY R MASTER BATH 2 ' - Hr -IO 13 1 -O D 1 -3/� ° NC ' WOO)® PAINT WOOD PAINT PRIVACY L CLOSET 2'.O' 8'4O' Im3/0' W ® ®) OO ) D PAINT WOOD PAINT PASSAGE FINISH SCHEDULE SPACE FL©OR WALL CEILING BASE TRIM SILL REMARKS MATERIAL HEIGHT BEDROOM I CARPET DRY 'J ALL DRYWALL 9' -03 WOOD WOOD MARBLE BATH I CER TILE CER TILE DRYWALL 9 1 00 . c TILE v' ®00 MARBLE DDRM 2 -3 CARPET DRYWALL DRYWALL 9'4' WOOD WOOD MARBLE BATH 2 DA CER TILE CER TILE DRYWALL DRYWALL 1 . 9 -0 CSR TILE 'A OOD MARBLE KIT CER TILE DRY /JAM DRYWALL VARIES viOOD . WOOD MARBLE LIVE /DIN CER TILE DRYWALL DRYWALL VARIES WOOD WOOD MARBLE UTILITY CER TILE DRYWALL DRYWALL 9' -7' WOOD WOOD GARBLE GARAGE SEALED CONC STUCCO DRYWALL 101°4. WOOD STUCCO FAMILY CER TILE DRYWALL DRYWALL VARIES WOOD WOOD GARBLE 14' -8" 10' -44" 4' -1 L nEND PATIO LIVING GARAGE L_ i111111111111111a1111111111111C111111111t111311111111a �C��■I����; CEl A -8" OVERHANG 140 SF 0746.5 SF 303.22 SF 12' -7" TOTAL 2169.52 SF 16' A/C UNIT 3„ 4 20' - 0" GARAGE 24 SPECIAL Q °2 0' - 4 5/0 XDRYWALL ON CEILING 01 WALLS R -11 INSULATIO 1'MO 21' -9 DRY WASH 6 .w. 23 0 UTOLOTY i 1 I I f 31 —J / El) 9/ 82 1„ // BEDROOM Q °3 LIME /DINT[ 15 20' 17' -7" 34 EG! SS 13/0" 10'-9" EGRESS NOTE EGRESS WINDOWS OUST COMPLY WITH WIPPAIOI CHAPTER 21> WINDOWS MUST PROVIDE A CLEAR OPENING OF NOT LOESS THAN 20 IN WIDTH, 42°' IN HEIGHT. BOTTOM OF OPENING SHALL NOT BE MORE THAN 44 AFF. THE SQUARE AREA OUST EQUAL A MINIMUM 5.7 SO. FT. 6" — [FLOOR 9 ' -5 2/ , R -3 INSULATION • 86' -5" 23 It P PLAIT SHELF ABOVE KITCHEN " DW 1� LI 1 1.11 8' -6" 8 ' 93/, 4 51' -4" AN SCAL SINK I DISP 13' - 0" 0 0 3 34 EGR ESS 131' BEDROOM (/'. AV" a z ® o CD 0 1 •l- 1 ll_it 1 I 1 1 L 1 1 1.1 D 4 0(0 16' -44" 1.7Ciaa11Ipti Iu nimuu 1I CUIUaI.a1111C 1311111111111111C11111111111 ,I Pas 4' CLO CLO RAS CLO 3„ 4 0 000 ,/ 2:34 FAMILY 15' -0" • I/2 36 -4" NM— BEDROOM .. 8 , -2 2 9/ 2" 15' -0" 14 +1 1 1 1•1 co di PATIO i 7 / -0 " 1/2 36 13' -2" 6 ° -0 6' -0' ALUM 0 1 TEMP GL SGD C Y) X .. .. 9' 24 3„ 5 11 1 1 11 1 1 1 13' -3 Ow— • +9' -0" 0 1_ 0 " 9/ -11" 1 9/ -32" 1/ 14' -8" 15' -3" 5/8" xdrywall on 1x3 ©16" 29' -11" t R -1 1 alb CEILING SECTION X SCALE Z /4° 0 000000 ONE How AT UL,# 409 5/8" drywall each side metal studs © 16" c/c 1 —1/2" drywall screws ©6 "perimeter & 12" FIELD 6 " -16ga metal studs © 16" c/c smoke stops 8' c/c horizontal max. 4 "conc I. b I-1 F4 DATE: 20 DEC 01 SHEET Q °tar (, OF ill 969 NE 92 S MOAMO SHORES 1 62nd. ST., TV 1/4' TAPCDN W 1 /P" DRYWALL H\ 1XP PT W P4" C /C, R-5 I \SULATIM 1X4 P,T, W 111 Sal <FST 4" CENC SLAB W/ 6 "X6" � 10/10 WWv 11\ ,006" VIS Li\ TERvIT- PHISHNED CUVPACTL1 FILL 25 MA 1,250 --- PRF CAB WI In] TR...SSE @ P 11 R -19 I \SLLATIH\ 1 "X4" • PT WC1Db BUCK SET . IN. BED cfl +o' —o" DE CAULK J " C/C 12 H� 1/ f -- STUCCfI \ CBS 5 @48" H.C. I\ SILL C 5/8" CllX PLYWT1 W/ 10c \AILS GALV, 1RIP H\ 1X8 P,T, wH_D VIR P FASCIA 8X18 C \CRF•TF TI P:::5 T P & B - TT _K. @ 48" C/C THRHUGH 1/ 4" CHRTINUIJUS VEINT I\ STUCCO SLIFFIT LAOnEfz = 9 GA TYP \MNSTIRY REI \FCRCEv \T @ 16" C/C VERTICAL WF B 11 LAv 3 STRRUPS UT, ELLS /VW' 0' C \C. CHLUM\ P "X 6" P, T , WI 1 D W/ 5/8" AB @ 84" C/C HFA1 & JAVB \ '2' (iARAH- D R 20 DEC ®0 SHEET OF #1E PREFAB WHE1 TRUS +9' -0" 5/8" d- 0'- 0 "== 12' -0" MS R -19 1RYWALL ❑\ 1X3 @24" C/C 1/2" DRYWALL LIN 1X2 P,T, W11ED 24" C/C R -3 INSULATION 4" CH\C SLAB W/ 6 "X6" 10/10 WWM n\ .006" VIS C\ TERMITE PLIISF1\1D C= NPACTE] SILL 2' -6" 11 \k, a .. 4 %4 40 . NUM SFS @ WINN INA "TB" TE 24" c/c 2 ' - • PTh 5/8" CDX PLYWFIRD W/ 100 \AILS 2X12 @ NAIL W/ 8 #5 @48" D,C. B -2 i] "TB" 2 nc - WF 20A 12" C/C PLYWOOD d NAILS TO 2X12 @12" C/C -2 11 X10 Pi PLATE WIHT 3 4" DIA, @ 24" ❑,C, TO "TIE BEAN" A "OUND LAYER . OF W,W,F, SLOPE // /1 e�- \L N // • 12 li li 11 11 1 11 El I 1 _J L_ B -3 2 /1 4" Cf \T, V \T I\ STUCCLJ SLJFFIT 6 ADD, VERTICAL_, L =6' W /T_P H STUCCL ON METAL LATH BACK W/ 15# ON 5/8" PLYWDL (10o NAILS @ 6" ,C,) F4,0 _8 3/4 I \, + 8' -0" MSL + 7' -0" MSL cn 0 20 D C 01 SHEET A °4eF( OF 11 PRFFAB WH P "x 4" "X" BRACI \G @ 48" TRUSS TH TRUSS CH \NF CTI BY TRUSS vA \UFACTURF R P-P"x 1P" PT , L E 4" CH\ 10/10 WW H\ TRUSSF S @ c/c 5/8" DRYWALL ❑ N 1X3 @P4" C/C TFR CH 2'x 6' P.Y. LEDGER WITH /4•x 3 1/2' TAPCONS 0 24 O.C. DER WITH 3/4" DIA, (B1 @1P" H,C, I\ FILL CE LLS 1/2" DRYWALL R\ 1X2 PIT, WEED 24" C/C R -3 INSULATION C SLAB W/ 6 "X6" v I IN 006" VIS VITF PHISH \FD NPACT -D FILL +9 ' +O'- 0 "== 12' -0" MSL •o JLP10 HA \GAR +6' -1 P /_ 6 /, - �' _ 6// TE V 3° W/ 10o SI- 5/8" CDX PLY1w /❑I ID • L 3 AILS @ 6" C/C TB -1 TB 2no 7 „ tag X48' O.C. 0 0 WF 20 PILL WITH CONCRETE 0 A.B. LOCATIONS 2'"x 4" CON T. W, /10d N. ©6" O.C. (VERIFY ON FIELD) B -3 DROP GOTT. OF BM. TO TIDE TOP OF OPENING, ADD 205 FOP E'M'ERY 8' OF DROP SLOPE 1" 3" VIN CDNC C❑VER 1/ +11' LAYER IF W,W,F, (36 ") 12 +8' -11" c\/\(' 15 /1 B -2 f L r #46112' L= P f� _ - �vnR1� S 6' D. • • • • • • . • /1 STUCCO ❑N METAL LATH BACK W/ 15# LIN 5/8" PLYWEED (10o NAILS @ 6 ELL) 1 PRECAST CHNC CLJL COVER F3,0 7 VERT, INTL COL, HR WFLD TH CAP PLATE 3/4 1/ Oil 12" HC❑K 12' -10" 4" C ❑NT. VENT IN STUCCO SOFFIT 18' 1/ . 8" m. . se ••• : :. • .• :— • . OS* • •• • - . 1 • • •• • r • • . .'. .• •� r •r • a ',• •. • s. • • •• • • • • • • *I • • • • • • • • 11 • • • • • • • • : •' .. • • • • • • • 5 1-- ck o or) z • • • • .. • .. 1 • cf) F4 ;;;EEE1 DATE: 20 DEC 00 SHEET OF 4t 111.., .: •• • 3 • . • • • • • . • • 0000 2' -0' 12 51 12 I/2 36 SKI -59.1 ¢54.4 -59.I 24 SPECIAL U2 36 SO 2' -0' +54.4 .59.1 Y 02 5I A l ' SID SPANISH S TILE 0 1 -0'X6 1 -3' AIDING GLAD +50.1 -54.7 3 DOOR 12 OH GARAGE ® ® ®R FRONI ELEVATJIN EL +50.1 954.7 35 EGRESS +54.4 -59.0 +54.4 -59.1 +52.6 -57.2 I/2 36 Sb - TEXTURE STUCCO- +54.4 -59.1 34 SPECIAL 23SH TEXTURE STUCCO -/ +54.4 -59.1 REAR FJLEVATION SCALE 1 /4"= 1. 24 Sb 24 SI-1 -t+ +54.4 -59.1 2' -O' 36 EGRESS RIGIIT SIDE ELEVATIOX SCAJJE inn " - -�• 2' -0' `r- +52.6 -57.2 'x8' Ve cap 2 #5 23Sb VATI•N SCAJJE i /4" 1'o" +54.4 -59.1 +9 � - 0 MSL +9 +54.4 -59.0 2_24 SKI 0°- 0 °. +I2' -0° MSL 10.5' MSL +54.4 -59.1 +54.4 -59.1 ALL G_ASS TO RE AK) HMI ES-g T +52.6 -57.2 • ¢910®° H - 0 °. +12 ° -0° MSL - 0`- O ° = +02 ° -0° MSL qAMES 99 DATE: 20 DEC 01 SHEET l'ino Window Corporation ACCEPTANCE No.: 01- 0606.04 APPROVED : AUG (1 2 . ?OOt EXPIRES : October 01, 2006 NOTICE OF ACCEP'T'ANCE: SL'1?CIFIC CONDI'T'IONS 1. SCOPE 1.1 This renews the Notice of Acceptance No. 96- 1015.04, which was issued on October 01, 1998. It approves an aluminum sliding glass door, as described in Section 2 of this Notice of Acceptance, designed to comply with the South Florida Building Code (SFBC), 1994 Edition for Mianti -Dade County, for the locations where the pressure requirements, as determined by SFBC Chapter 23, do not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION 2.1 The Series 400 Aluminum Sliding Class Doors and its components shall be constructed in.strict compliance with the following documents: Drawing No W01 -28, Sheets 1 through 4 of 4, liticd1 "Series 400 Aluminum Sliding Glass Door," prepared by Al Farooq Corporation, dated 5/24/0); signed and sealed by Ilunayouu Farooq, P.E., bearing the Miami -Dade County 1'roducl Control approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. These documents shall hcreinaRcr be referred to as the approved drawings. 3. LII111'I'A'1'IONS 3.1 This approval applies to single unit applications only, as shown in approved drawings. 4. INSTALLATION 4.1 The aluminum sliding glass door and its components shall be installed in strict compliance with the approved drawings. 4.2 hurricane protection system (shutters): the installation of this unit will require a hurricane protection system. 5. LABELING 5.1 Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ". 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance • 6.1.2 Duplicate copies of the approved drawings, as identified in Section 2 of this Notice of Acceptance, clearly marked to show the components selected for the proposed inslallatipi . 6.1.3 Any other documcnts'rcquircd by the Building Official or the South Florida Building Code (SFBC) in order to properly evaluate the installation of this system. Manucf crez, P.E. l'roduct Control E. vncr Product Control Division ! pR(,EEDING WHERE CRITICAU• . IM $IONS, CANNO .OE DETER _NE TRQI TH Q $, 4R MERE SCt� . NrW . WoRAINC414$ xl tiNC :coNsTRu4 nolL oI $1E:R ' oN� t A TER1AL AI OINSS 8 CONCRETC_R,EINFORC£M .. tt W�RK'SHALL. O!E 1 CR St ''MANVA , Of $P CIFICATIQ� "AG $x STT A1 11 '61'10, AND Dc TRAcT0 114R1, FE• QUiRED DImEN ZONAL 11j . LA (QUJ ANI": . FA It , WALL. S 3tT;MS Alp tE $ p • � I IXE,O` AN `I 11 OCO1ANCE ON d XQt. ALE RE►NEORCtNG CQQ GRTi. NAYS 28 QAY OMPRES$1Yi_ S S ., T�� ,: F1-- P. IJ P N . CONTRA SHALL S dM :Al 1 CRET . MI QE %OR R4 1 -.CON4 2 MI f $UBMITTAI, coMPL.Y4 Wt 4 C 1 ' k3. E 1 .P: 318 ( f USt : I SMENGi1i ATA Y ��;'.r ,;t4x .. ; - STANCJ�b- NA, oN.. A'! M �J g z Pt1Y` 1411 BUILOINt Q PRQ■OE t t4404Alitg At,,ENGtNEER REQUIREMENTS EN O ANCE.`1IMlTN A Mt, ACt S1$ 99 ► T: - 4. ♦ �' AN Me AC $, SHALL: CO tFORM TO A$TM . GRADE B 0E0 MRE FA8R1( SHALL CONFOR\4 TO ` , SF 01t_. B1 ARiNG'1 AL (PEA,$ P(Ul .L0A0). COND01 NS 8I~F E ?ROLE QWC V T1f Th CI s T E CHITECT ENE O`. SyEL Qf_ FSRt 'R$ATE, .T4, INCtUQ QE ST1N AAt1 V1,RiFI tN l � t Ot t- 3 Alt. Afi t. `S A (CO FFA6RIEA C A c'' oAN 1± • VVt T14'.11+tti LATEST EOtflO OF 111E 11MERIcAt iNITIngE` STFtL COIFS1RU.Q11ON (A1s • CInCAnoN. fort THE OESIG 4 FA. CA11ON ER CT1ON STRUCTURAL STEEL F QUI! QINGs TRt 019RAh, STEEL TO 1 00mEs11Q o1 Cl N AN 'CONFORM t GtESr ac PLATE �I >� r i AL ' Rios_ A1,49 FI(I,.I E �10 IS SNALL �E MAO) N►� W AS1TyE A ,32 HI ! STRENQ UOt.TS o . VLD _ R _r. 3T €E :A AND raLbw ,.fl MINIMUM QFr , E Vr► : ARoHi 1Eoru AL D Y " c . TEST1tk; • rt ALL :TESTING, S}HA GROUT1Nc3 USEo£.r WELOING� « ; ►. , Y ALL M�vEi01i t4'f sa IM AC�r AN t r T} .A,�I CAI4 w .PIN(. QE ( AWs) ,SIRU ,c11JRAL` -> OIN,O cot STEEL,` D - 4' AN,..A INOICATO QP _ 1)4E S1RUCIURA.t k ; ' Mt S, MLt)kt�d. ELECTROOE.s -DNG PROC toitiI!4U PRE1iEAt,ANQ IUTERPASS '` D AGE . ° iN TX' ?r~ itjRE -:t('� ,RIl:, IN aCCORQANGE Yti1T1� � Aws"' SPECIF1 A11QI`I$' ANY STEEL AA,f�tt aN AC r3 t E REl F RCED.+ A4, WORK' SN4. A OE" IN A CC OROfNCE LE LOCH A A w, etaIL,Dt tG CO oES ANQ GQ Ef2 i GU .Anot�s. V4' rock 1N ACQQRoANGE AtTlf, ReptSIJ• PECtF1C,ATIONS. ALL v 1RACTOR 4O 8E F140 Y SmUCTVR S TE t E $� ' I TH EQ�JtYAI- > ` Q ` ' NTERRUPfiE it opE.04 0 ; Q N 0 f LAP OE z D A N M M . ( . C /,C? $MS BALL E c11 0 Wt, MI its 4 a -1 /2 1MES 9AR. N UIJ0 r Y ND p NINq E h ' f f ALL LUM S A ItVIMI,If CONSTRUC11ON _cRAQE (i1 os) tJNL SS Q 1'NER jSE' NO1;EO A1.L- MBE ..1ti .D E T TACT; ye Its ....0.N-0,1- E R A�ASONRV SHALL. 1 EA 0 M114 A RECQN(1£D'. woo( PRESIERVAT1VI. „CSR' P OT.T D.13Y ! -, . R T E S ?OR °11,1.14 T E € PP CONSTRUCnoN- MATERIAL; . .. 4 , TA1 ,. r 4 w000 TRt1'SSE9. S>�ALL 1 Eslcir OV OINEE - gEcIs'. R:� `its` THE. sTATE O i OR►O ED .m0 S€AI:.E ., SH QRAN�t GS,, SHALL MtTIEO TO t~ AR +ITEQT At1t EN(ANEF r : E { Av1.NgS; SNA C ...$PE AcH TRU N . 0 •4A.. ,TO BE $U BY C F� APARQYA�,. SE 3 MANUFAC, E ALL TRU. , :� Y.T $$ CONNECTO,R.$, 111 TRU CONHECTOf S WECif1EO .' SN k::8E' SU 4iI jT 'MI:4. THE_ Ss,�AWiNGS F .APPRO AN L. -, , A INSTAI- D N a x � A - A.N 'M1 N .)A :. FAQ RF,,Rt. REc$d�tul,f NQATioNsi ,0 TU .QAM GE! L 1 W . . `OR D t R €o11O1 .SHAIt,':.f R I AREI : ill: ACCQRNCE„ WL11) SIG N EO AN ED . 1?RAMNGS FROM t t .'j .. , me. .1lus . o (R. 1114 , 1-0(,)0 Es SAS a I,�F Q PACED Rt:O;. ANQ 81 AC.E. M. , . ACCOROANCE 'M . CAM QAT1 S f`')H . TRU P . GA i E N SU TITT U LESS ,SPECIt1LA ,� > *. � i ° i , OTHE II4 M I 11NG 81(., E 0g,,..00 S . _ ' 7 4? , , t T �t.: ; r f .'Y -, . ., *, ,fix nix ` t , • FRAMINI LUN$£R SH BE; w 2 .SQU1HERN ¥'ELLOW PINE F a i'230 ,P$ UNI' ESS. Oiliosiikse NOTE ..,. ► •"ll ► 1•f s O.H. ELECT SERVICE " C27 L 2 -200 A DISC 3 #2 /O- 3`COND — — 3#2/0- 2 °COND pnl c ■ N. ELECTRICAL RISER DUG ELECTRICAL SCHEDULE ot S EXISTING TO REMAIN i S NEW A/C U IT C1.3 / NEW 200 A RTD HTR ASSEMBLY / #4 CU GRPOIdD TO A CW PIPE AND / 2 -10' COPPER CLAD DRIVEN GROUND RODS a Nil, vvfen cry vot- C27 L_ ELECT GFI C27 I� 0 C6, DRY 1 C27 C27 C26 C29 0 C29 AN SCALE TYPE: 120/240/10/3W SERVICE: 200A VOLTAGE: MOUNTING: PANE C (ALL 20A., IP., CIRCUITS EXCEPT AS NOTED) AMPS 60 WIRE 12 20 12 12 12 20 20 20 50 20 1/2 3/4 1/2 POLES 2 2 1 1 1 2 1 1 15 15 15 15 TOTAL V.A. 3,000 * 1,500 1,500 10,200 1,500 1,500 1 * * * * CON— DUIT 1/2 1/2 1/2 1/2 1/2 1/2 1/2 1/2 1/2 12 14 14 14 14 * CONTROLLED BY 3 WSF ** ARC FAULT CIRC INTERRUPTER CONNECTED LOAD: w = REMARKS AC UNIT WATER HEATER LAV DISH WASHER LAV DISPOSAL AH U WASHER SMALL APPLIANCE GAR. DOOR GENERAL GENERAL GENERAL CKT. No. 3 5 7 9 11 13 15 12 6 12 17 19 21 23 25 27 29 31 33 35 37 39 41 AMPS. CKT. No. 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 REMARKS DRYER RANGE SM APP SM APP EXH FAN REF GENERAL GENERAL GENERAL GENERAL GENERAL GENERAL WIRE 6 10 12 12 12 12 14 14 14 14 114 14 CON— DUIT 3/4 3/4 1/2 1/2 1/2 1/2 1/2 1/2 1/2 1/2 1/2 1/2 FED FROM: exterior TOTAL V.A. 12,000 5,000 1,500 1,500 1,500 1,500 * * * * * FEEIDER 3#2/0-2"c POLES 2 2 1 1 1 1 1 1 1 1 1 AMPS 50 30 20 20 20 20 15 15 15 15 15 15 0/7_ , 716,; c p 'T ; arz3 Ifs, / »-/ tiff' ,t/tr ,�-Xc C31 C23 O C26 C29 C26 / 400 00 C24 C24 < C30 0 C30 1 `1-1' BEDROOM C22 C22 C28 PATIO C30 C28 C22 GFI C13 C13 LOAD CALCULKTOOONS AC UNIT 00 RANGE 02 DRYER AND WASHER 6,500 REF, DOSP, a DW 4 sN APP 4,500 WTR OI R 3,000 EXH FAN 0,500 GENERAL 5WSFx 2000SF 6 49,700W TO A ADC 000°a ° 000,200W FIRST 00 KW CO 10096f=- 00 BALANCE 40% 0 01, 00oW 32,000W DOMODC D oY 240 032A DATE: 20 DEC 01 SKEET E° I OF ft L FLEXIBLE LINK DISH WASHER 1 CO KITCHEN SINK CO 1 SANITARY DIAGRAM NTS GARAGE WASH L_ TUB DRY WASH SEPTIC TANK BEDROOM IMAM SHOWER B3M ) KITCHEN BEDROOM 00 11 11 NG IPLM".1 SCA 1" SERVICE W/ BACK FLOW 3 /4" METER CLO CLO 52 GAL WATER HEATER EF =0.88 FAMILY KITCHEN SINK HB WATER RISER DIAGRAM NTS BEDROOM 00 PATIO 900 GAL SEPTIC TANK. 282 SF DRAIN FIELD TUB SHOWER DATE: 20 D 0011 SHEET OF 14 I'inu Window C uruuratiun APPROVED NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 1. Renewal of this Acceptance (approval) shall be couside►:cd after a renewal application has been filed and the original submitted documentation, including test supporting data, engineering documents, are no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state,• and the' following statement: "Miami -Dade County Product Control Approved ", or as specifically slated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a) There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes; b) The product is no longer the same product (identical) as the one originally approved;' c) lithe Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product; d) The engineer who originally prepared, signed and scaled the required documentation initially submitted is no longer practicing the engineering profession. 4. Auy revision or change in the materials, use, and /or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a) Unsatisfactory performance of this product or process. b) Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other ry . purpose. 6. The Notice of Acceptance number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done in Rs entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or Rs distributors and shall be available for inspection at the job site at all time. The engineer need not reseal the copies. B. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Notice of Acceptance consists of pages 1, 2, and this last page 3. END OF 1'111S ACCEPT ANCE ACCEPTANCE No.: 01- 0606.01 , AUG 0 2 2001 EXL'Ittl;S : October 01, 2006 Mauucl 1'r cz, P.B. Product Control l3xar Product C ttrol Division :'r !WC IRZt141 MM. n./r. DOOR m. NO P. 1 )ti. Fr" ZF. H L'Y RE:`+ ?. CC. ( 1 M.. ( -) ;MT. ( +)1 C. ( -) L ( +) I (-) - 7'10 1 669 708 1 56.9 ��en 1 6/3 50.0 74.4 65-7 - 64.9 : 50.0 65.0 1. 65-7 652 50.0 54.0 66.7 613 70.0 1 569 46.4 46.4 56.7 72.9 70.0 j 81.7 I 8/0 500 54.6 66.7 723 70.0 rs 500 51.6 66.7 72 .5 70A :.3 42.0 42.0 63.4 6.5.3 70.0 1 7-3 36.7 1 36.7 55.3 ` 55.3 700 1 OX (oc'OS0>;1 t 56 3/4 MAIL D.L. OPG. 61 1/40 MAX. PAIN WIDTH xx n AppRoY-"C C0vrIcVRATint\s 21 MAX. AT SILL 1^AL eVAT10y xxo r•• au UNIT XxO (9+0w11) OXX (oPPOSIT OXO DOORS TO BE PROTECTED WITR DADE COUNTY APPROY ' 1MPACr PM:S:ANT S1Tt3T EPS 1tr. AD AN'. HDR SPAC - 16 O.C. STLL ANCHOR SPACING - 21 O.C. .1A149 ANCHOR SPAMTC - 21' O.C. PM. 195N 2/ 3/0 4/0 5/0 2/6 3/0 4/0 5/0 DESIGN LOAD CAPACITY - PST' DOOR FEXICI EXL 6/8 8/0 500 ( +) 42.0 42.0 36.7 36.7 HFAO ANCHOR SPACING - 12- O.C. SILL ANCHOR SPACING - 21 O.C. JAMB ANCHOR. SPA.^IRT;; - 21 O.C. vgr. 1*. 09U1A7DU11 IAfOCQ SritrnIRS 11.1 PE 1 16557 NO P.ELNF. + HEED. P :INF. f H°..AVY P.`.'IIN?. rtl. ( -) ! E X T . ( + ) 9F ( - ) OC . ( + ) K - ( -) 74.4 66.7 1 273 70.0 115.5 50.0 55.0 66.7 + 962 70.0 1052 50.0 54.0 66.7 1 813 ! 70.0 93.5 _ 51.7 45-4 46.4 56.7 ( 73.3 1 70.0 50.0 54.5 66.7 + 84.8 70 46.6 50.0 51.6 1 66.7 77.8 1 70.0 8 63.4 633 710 75.7 553 55.3 70.0 70.0 O1 � (3/16 TtXP. arm) NOT_S L TH'S STRU=TLIfC 15 D AS PER TIC S.o=TTH 1LD!0& 01 .'- " COOS 1494 62X110N FOR DAD5 :13VN1Y. ALSO FOR MMD tacos AS PER ASCE 7 -88 USING CORR NG L 2. W000 6tl61 6Y OTf1F3'S. ML!ST 05 MraI0R� PRD°E_Y TO TRAA'S�ER ldt."S TO THE STRV;TUR6. 3. ANCHOR 5U TO HAS_ MATERb� SHALL BEYOND WALL 0R555846 OR S IJSCO. 4. ALL ST= 94 COMTA^T WITH ALIIMN M 70 05 "ALVTM OR PLATS. S.7UTH FLORrOA 0496 Xa9 eC JE DACE Z 6r 6uLau COM C3MOt1A ConiSE Acarrrar -S A5 0f! 1.O&i .DY 1 0 of- 0•(. P( PAPS s2 CLEY./CMARTS VA'4O NO P.LINFOP,sTNG "% TV' NOTCH. CH. I AT D/25 +. 4 • e , TYPICAL A W MORS W PAIPS SEE ay. roR SPA.." IMC yED. prINF ORCING • . E • 11 OPCI ^G THMI4 TO THE SUP-DIND S RUZWRE. TYPICAL AN CHORS; -- - 3/16' TAPCONS EY ELCO. OR AN EQUAL SELF TAPING CONC. ANCHOR HOLDING A CURRENT NOA INTO 2SY WOOD SUCKS OR WOOD STRUCTURE 1 -1/4' MAN. PENETRATION INTO WOOD THRU 1ST WOOD BUCKS INTO MASONRY OR DIRECTLY INTO MASONRY 1 -1/2' MIN. EMBED INTO CONC. AT SILL 1 -1/4' MIN. EMBED INTO MASONRY AT HEAD AND JAMBS SSALANTS: ALL FRAME AND PANEL JOINT, __INSTALLATION SCREWS AND HFADS OF ANCHOR SCREWS AT SILL TO BE SEALED WITH 'SCHNEE MOREHEAD 5504' SEALANT. LOCKS; SURFACE MOUNT ZINC CAST HOOK LOCK SY 'DELTA IND.' OR NATIONWIDE AT 39-3/4" FROM BOTTOM ON EACH ACTIVE PANEL LOCK S1iLE WITH KEEPER FASTENED ANO SECURED TO JAMB AT LOCK pcsrno1''S. GLA7IIN '�rTAlt. SA!Si : Dr_ MUwtvuN FARKoo SIRMTIFFMS }TA A°PROVEO AS COW:1VD G W.THTH` •4 . )•` • T YPCAL AtCHOPS M PAIPS SEE MEV. FOR SPAtNC , /4 SFmt HAY.. DI. Dot:. L 1- 1/ -1/4• FH SUS 4 PER ANGLE e e d10 X 1 -1/4- Fig Svs 2 PER APG.E 1 PM ,41:11 NO RFINRORCING XrDIVM REINrORCING EXTERIOR DOOR WIDTH OPT. I F5 X 1- Sky • HEAVY P.EINYORCI*tG MOVING PAN I. PANEL MOTH S X 1/2 S'Y.5 engr. Lk. MUMAYOUN FANpw STRtr.TUR- FtA. PE / 16557 TYPICAL katORS tM PAM 57E Et-N. FOR SPA=t4C APPROVED AS COMPLYING WITH THE SOtr1H FLORIDA =LONG CODE t '• Br 761 ./11 1�' PROD !!ROL DWISION BLRLD G CODE CrJ>1L°t.1AICE Aw °'ANSNO. 0l v z N g f 8 • • 1 o / N ▪ i • E drawing no. —23 4 (sheet 3 �� - .002 TTP. .937 �L3<s��L689 .719 L .875 L- --� see f— FRAME JAMB FRAME HEAD TOP/BOTTOM RAIL 1251 h- TYP. • 1350 3,905 .Soo 1..."'50 FRAME SILL FEMALE ASTRAGAL 3312 F1x. PANEL CLIP ST1FFENVZ tnir DR .M� f*ROCK/ FLA. PC f 15557 APPROY£D AS COMPLYfNG'WHINE 5011114 FLORIDA 8U11. tGG 00'0 eT yvy7 ►L/,! r4 . �=• p Y z .„,,JadorrFectorvrsritd drawing no. BUILD EO ,� E 0 .%0C.o� Wol --2s A :..,. N0 s :c 4 0! 4 �r -s -os •.-t ■ 2 'W -5 -000 -2 1 FRAME sr-.1. sia- 76 - 3 PW -5 -000 -3 2 FRAME JAMB 5013 -'•5 - 4 PW -5 -000 -4 2/ PAN`,. TOP & BOTTOM RAC. 6053•.75 - 5 PIN -S -000 -5 1/ PANM. LOCK STILE 5063 ■T5 - 5 PW - 000 - 5 1/ PANEL H INTMOO C - 5053 -T5 - 7 ' PW -5 -00098 1/ PAN1. MALE ASTRA,^,AL 6063 -T5 - 5 'W -5 -000 -1 •1 ASIRACAS. STLFLNER 5063 ■75 - 9 - .4/ FIX. PAN_ F0. PMSM. CLIP ALUM AT 24" 0.0. 10 FP-=3 AS 8000. GAZING GAS/CT VINYL PROTO'!YPL' PLASTI 11 FP-37 AS RE00. FLAP W'.ATHER tRIPPING VINYL PROTOTYPE PtAST1 12 5553 AS REOD. PILE WfiN FIN Wc:ATHe.$TR1PP1M3 - ULTRAFA9 13 2023 AS REPO. P111 WTTN FIN WEATHERSTRIPPING • ULTRAFAS 14 2021 AS REOD PILE WITH FN W ATHERS RIPPMG • ULTRAFAB 15 - 1/ PANEL PANE. RETARD CUP (M /t6 X 7/5 X 1/5 X 4" LONG) r ALUM AT FRAME SILL 15 - 1 ASTRAGAL RETJ0R 0UP (3/4 X 3/4 X 1/8 X 1 •3/4" LONG) ALUM AT FRAME )4t 17 - 2 FIXED *NTMO01( CUP (2 X 2 X 1/5 X 4-1/4" LONG) ALUM AT FRAMt IIOAD AND SILL 15 - AS REOD. WNTERLOCK RIHF. BAR (1 -1/2" X 1/41 STEEL FOR MEDIUM DOORS 19 - AS P000. INTERLOCK P.04F. 8AR (1 -1/2" X 1/27 STEEL FOR H.AVY 000F5 20 - A5 RE00. 801TOM RAIL RONF. TUBE (3/4" X 3/4" X 1/8") ALUM - 21 33025/9022 1/ I0Y. PANSL FLUSH MOUNT HDOK LOCK - AT 39 - 3/4 FROU Iffr 22 - - L0CK KO.EPO S AT LOCK LtrATTONS • AT 39 ■3/4" FROM 133TTOM 23 19- 7525 -2' 2 2/ MOY. PANJ. ROLL t A D.18LY - t R.ME_TO'1IO PRODUCTS 24 110 X 3/4 1/ CORN22R PAN'_L AmsustY STREWS - - �� - .002 TTP. .937 �L3<s��L689 .719 L .875 L- --� see f— FRAME JAMB FRAME HEAD TOP/BOTTOM RAIL 1251 h- TYP. • 1350 3,905 .Soo 1..."'50 FRAME SILL FEMALE ASTRAGAL 3312 F1x. PANEL CLIP ST1FFENVZ tnir DR .M� f*ROCK/ FLA. PC f 15557 APPROY£D AS COMPLYfNG'WHINE 5011114 FLORIDA 8U11. tGG 00'0 eT yvy7 ►L/,! r4 . �=• p Y z .„,,JadorrFectorvrsritd drawing no. BUILD EO ,� E 0 .%0C.o� Wol --2s A :..,. N0 s :c 4 0! 4 EMC 1 Y/ L p•