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EXE 1 ' r, Otv Le exit( t We LL 1)e ill m pv /36 e ; ar At vittoT Iu p itiTtit »'t } fG 210 - i ' CL fi 1. t, K - kalN 6 W) Z '. dive 'v ive,, • (IA rx ,ttLt scQo St 6 at bOOveW R. ifi a 0i 1 g.4 4-Lt,s cfr 121/4 , (1.tgeb APPROVED BY: REVISED DRAWING NUMBE o'alt d JOB ADDRESS IC N. /y APPLICANT 5( 7 C oA) S . CRITIQUE SHEET P ERMtT NO. ADDRESS: PHONE ft MIAMI SHORES VILLAGE AP PLICATION BUILDING / ZONING DEPARTMENT" SECTION BY DATE SHEET OF ZONING MISCELLANEOUS ELECTRICAL MECHAt1ICAL PLUMBING FIRE PUBLIC WORKS STRUCTURAL BUILDING OFFICIAL 1. Sutied to comptlartc• with at Fe4erai. State, Garkty,Virtaris (Gies and revIatloas. VUtega cssuxitcs no cesponstbtitty for accuracy of(cc rsaitts (cast tlteis fans. 2. Tills copy of plans cnksat 6• tYaitt6tt ea fxilicitnq cite or no ln9pectIon tKi1 bo cortdctcti . Ufa( /ec/ Q /yloei INITIALS DATE 2.0 N l/(16 COMMENTS • / D . 7 (e vEy Fo,e �OOL l o4 7 - 6 7 e TrvE ESC L®5 6e,d" a ) ce /,12 G y 0, c2)4 pfiu24/4 ce/ fs 10 o 71Mo; 1 ST, LOCATION MAP SCALE: I 200' N.E. 93 ST. LEGAL DESCRIPTION: (D.B. 3198 Pg. 327) All that part of Tract "K" of Plat of Government Lot 4 of Section 5, Township 53 South, Range 42 East, as recorded in Plat Book 5, Page 90, of the Public Records of Dade County, Florida, bounded as follows: N Beginning at the intersection of a line parallel to and 80 feet North of the South line of said Tract "K" and the West line of the East Dixie Highway; thence northeasterly along the West line of the East Dixie Highway a distance of 76 feet; thence West parallel to the South line of Tract "K ", a distance of 133 feet; thence South at right angles to a point directly West of the point of beginning; thence East at right angles to the point of beginning. ORDER NO. 10491••B DATE: June 14, 1993 FIELD BOOK 408, Pg. 2 -5 SCALE: As shown WE HEREBY CERTIFY: that the attached SKETCH OF SURVEY is true and correct to the best of our knowledge and belief as surveyed and platted under our direction in June, 1993. We further certify that this survey complies with the Minimum Technical Standards for Land Surveying in the State of Florida, Chapter 472 of Florida Statutes. A. R. TOUSSAINT & ASSOCIATES, INC. LAND SURVEYORS o 620 N.E. 126 Street; North Miami, Florida 33161 By: 4) 0 2 ! Pres. Howard C. Gamble Registered Land Surveyor No. 1683 State of Florida w tD N N N & " - I,R 8 CAP r I. P. 34.78' N. E. O O- 35, M (D N 14.3' M 8.2' 0 N 0 I 0 94 th 133,00' (REC. a MEAS.) of O U) FLOOR ELEV. 10.67' GARAGE ELEV. 10.00' 2 06.6' 0 10,3 01.30 2,9 5,3 7, 7 ' N O 2- STY. C,B.S. BLDG. NO, 1092 8.7' ( UNDER CONST.) ; 56.2' 116.89' (MEAS.) 116.84 (REC.) O O O 0 �-' O O co SOUTH LINE OF TRACT" K P.B. 5 P. 90. 0o N N ST._ N a2s 4 19.22' 15.24' ORDER NO. 12340: Revised this 20th day of December, 1999 to show foundation location of building under construction, and to show floor elevations. FB 473, P,. 20 -21 L! 6 . E 2v �c.E i o F Pt_ LEGAL DESCRIPTION: LOT 4- BLOCKaE ,: ofv r ti� A nD � t ry e , 0 \o k \ \i t \ �' G � ��Q \O 4/A 4, E 62f d" A Coo c - 7 Ec9� . On1E _ > T 'r ? C_a5 2E51 DEM.C_E. + I 0 9Z- VA.' P 7 PB 5 PAGE )o - ID" - t) COUNTY, FLORIDA 2 fb L a4 / • p ig 2 -j imp •• •••• 404.7'aaies*ta ae+•.!.w ^rasa- r- »t.r nw.-w r•. xebe v.+nn.�..'arnw. 12" CONTRASTING TILE ON EDGES. > STEPS DETAIL SCALE 3/1" =11_ 0" JUNCTION 130X WATER LEVEL UNDERWATER LIGHT -- 300 WATTS, 12 VOLTS o_*- .vr rrre ' a- �w acwr�aar a. w ,, er-. a *WAR .-. rr plea .bsn rrars.mr -f rt+oa•a+rwas,a SWIMOU7 DETAIL SCALE 3/4" = 1' - 0" .6,,, r r; TRNSFORMER 17 10 ror .�s.rrwnr►+.e 3 #12 THW 112" G POOL 300 W, 12V LIGHT SW TCH '3 # ,12THW I 112 C . G.F.I. RECEPTAC ..,E TO POOL 10' MIN 20' MAX # 8 BARE COPPER WIRE COMMON GROUND BONDED TOGETHER & POOL & POOL DECK REINFORCING STEEL 1" NON METALLIC RIGID CONDUIT TO JUNCTION BOX 8" ABOVE POOL LEVEL. POOL LIGHT SJT CORD & ONE # 8 SOLID COPPER ( GREEN COVER ) WATER LEVEL CONTRASTING TILE _ �� ON EDGE � /� SWIMOUT NOT TO EXCEED 10% OF POOL PERIMETER POOL. I AMP PANEL BREAKER SIZES # 8 BARE COPPER WIF COMMON GROUND PUMP 2O AMP 2P GPI 20 AMP 1P LIGHTS 16. AMP 1P LgCTRIC DIAGRAM N.T.S. 6 "X6 "(fYP) REVISIONS Date 08/0 7/0o $CaleA5 S4ov✓l l Drawn ,T:s .I3 Job - r"rvr_ s �, GENERAL NOTES 1- ALL WORK SHALL COMPLY WITH SOUTH FLORIDA BUILDING CODE, NATIONAL ELECTRIC CODE AND OTHER APPLICABLE LOCAL CODES. 2- IN A VISUAL INSPCTION OF THE S IL CONDITIONS AT THE JOBSITE THE FOLLOWING MATERIAL WAS FOUND: A SOIL BEARING CAPACITY OF 2,000 PSF HAS BEEN ASSUMED. AT THE TIME OF CONSTRUCTION IF OTHER CONDITION 13 FOUND, NOTIFY THE ENGINEER FOR PROPER CORRECTION, 3- SWIMMING POOL WILL. BE SHOTCRETED WITH CONCRETE WITH A MINIMUM COMPRESSIVE STRENGTH OF 3,500 P31. At 28 DAYS. 4- ALL. REINFORCING STEEL SHALL BE GRADE 60 IN CONFORMANCE WITH ASTM A- 305. STEEL SHALL BE BEND, SPLICED AND PLACED IN ACCORDANCE WITH ACI STANDARDS AND SPECIFICATIONS. 8- ALL PIPING SHALL BE PVC SCHEDULE 40 AND BEAR THE NSF MARK OF APPROVAL 6- DISPOSAL OF BACKWASH OF POOL WATER SHALL CONFORM WITH CHAPTER 50, SECTION 5004 OF SFBC.. SURFACE GRADING SHALL COFIN!E PONDING WATER WITHIN LOT LINES AND SUCH PONDING WATER SHALL NOT PERSIST FOR MORE THAN ONE HOUR AFTER DISCHARGE. 7- MAIN DRAIN SHELL HAVE A FREE AREA OF FOUR TIMES THE AREA OF THE SUCTION LINE. 8- WATER SUPPLY AND DISPOSAL SHALL BE INSTALLED IN A WAY 3O THAT THERE 13 NOT CROSS CONNETION WITH ANY DOMESTIC WATER SUPPLY OR WATER DISPOSAL SYSTEMS. 9- HAIR AND LINT STRAINER SHALL HAVE REMOVABLE SCREEN WITH A FREE AREA NOT LESS THAN FIVE TIMES THE AREA OF THE SUCTION LINE. 10- ALL METALLIC COMPONENTS, FIXTURES AND EQUIPMENT, SUCH AS CONDUITS, PIPING SYSTEMS, REINFORCING STEEL, UGHTING FIXTURES AND FIXTURES HOUSING, METAL PARTS OF LADDERS, HANDRAILS, DIVING BOARDS AND SUPPORTS SHALL BE BONDED TOGETHER AND GROUNDED TO A COMMON GROUND. 11- NO OVERHEAD WIRING, OVER POOL 1S PERMITTED. MINIMUM DISTANCE FROM POOL 13 10 FOOT MEASURED HORIZONTALLY. 12- ALL UGHTING FIXTURES FOR POOLS TO BE 300 WAT3, 12 VOLTS, FOR SPAS TO BE 100 WATTS, 12 VOLTS. 13- 48 HOURS BEFORE DIGGING CALL TOLL FREE 1- 800 - 4770 SUNSHINE STATE ONE CALL CENTER OF OF FLORIDA. 14 -10 COMPLY WITH SFBC 5001.2, OUTDOOR RESIDENTIAL SWIMMING POOLS, SPAS AND HOT TUBS SHALL BE PROCTETED WITH A PERMANENT BARRIER. THAT BARRIER SHALL BE INSTALLED, INSPECTED AND APPROVED PRIOR TO PLASTERING OR FILLING WITH WATER. THIS BARRIER SHALL MEET THE REQUIREMENTS OF SFBC 5007.2 (a) NUMBERS 1 TO 9. 15- TO COMPLY WITH SFDC 5007.2 (10), (ad) WHERE A WALL OF A DWELLING SERVES AS PART OF THE BARRIER; ALL. DOORS WITH ACCESS TO THE POOL THROUGH THAT WALL SHALL BE EQUIPPED WITH, AN ALARM WHICH PRODUCES AN AUDIBLE WARNING WHEN THE DOOR OR 113 SCREEN 13 BEING OPENED. THE ALARM SHALL SOUND CONTINUOUSLY FOR A MINIMUM OF 30 SECONDS AFTER THE DOOR 13 OPENED AND BE CAPABLE OF EMITTING A SOUND OF SUFFICIENT VOLUME TO BE HEARD IN THE DWELLING. THE ALARM SHALL BE EQUIPPED WITH A MANUAL MEANS OF TEMPORARILY DEACTIVATE THE ALARM FOR A SINGLE OPENING. THE DEACTIVATION SWITCH SHALL BE LOCATED AT LEAST 54 INCHES ABOVE THE THRESHOLD OF THE DOOR. 18- . 3F130 5001.3 & ANSl<NSPI 5. SPECIAL PROVISIONS. ALL SWIMMING .POOLS, SPAS AND HOT TUBS AREAS SHALL BE PROVIDED WIT11 A Pt_ MANENT SAFETY WARNING SIGN IN A READELY VISIBLE LOCATION FROM THE P001. AREA. EACH SAFETY WARNING SIGN SHALL WARN AGAINST SHALLOW WATER DIVING, PREVENTION OF DROWING AND INCLUDE THE FOLLOWING STAMENT: "THERE 13 NO SUBSTITUTION FOR ADULT SUPERVISION OF SMALL CHILDREN. IT I3 STRONGLY RECOMMENDED THAT AT LEAST ONE ADULT RENDERING CHILD SUPERVISION BE 1`„RAINEp,IN:ARTIFICIAL- RESPIRATION AND /OR CARDIOPULMONARY RESUSCITATIOA (OPR) POOL DATA Pool area 44S sf. Pool. perimeter 90 If. Pool capacity 13 8oOgals. Pool pump I r F HP Pump discharge ..._._._7v grn Filter, Cartridge Filter area ICo sf. Turn over rate -.._ h. Ki:CIKCUI.\TICNYUMR S E F MIMING I /'2. HP 70 GI'M ti o tAK RELIEF VALYtr ANV GAGE CAKTKIPO'l FILTEK la gF. E UIPMI�:NT ISOMETRIC 10.10 1010 NO SCALE 1 &. :RJ/' «"R'r_sMn r.arta,*;opey..« s +- ;}±t.A':r,:Ppi-P.t(0 Q•. ;, POOL REINFORCING # 3 10" bw walls & bottom alL 1r 1 r1 �2 FLOTATION ANALYSIS 2" Hydrostatic valve Pool water elevation 9.0 Pool depth Low point elevation Flood criteria Total: Head Less hydrostatic valve -- 2.00, Net tplift POOL, BOTTOM SLAB 611 ./ tree ,,,re. n•xtr'e,44*.acm...w ,•ttv':} s'C P ' 1 " w �aerr evel r1Yr� u.vl. L,6,4r UU W I'2 VGLT 5 141h 1 0 g � 111 10C 10 14°21 Z, cdrAmic the Ail Around SECTION Scale 1/4" .1' - o" 2 t c' ". .ry' ° coping I ki LET LTYP, Pua%n 4\tur1v mac M / nl D R14 rl I'001_ L\ / '% i31•iC4 Oki SAND WACTS IIIIVP . 14 , 111.04 , !W'9P - +er Vit \I�aND2�1L kt'A 6" 6nr,AG PE4afrt rnrcrar+s+s -.; REVISIONS LU tX 01 co uJ tV 0 1 11 ui M ( „W . z a. '' '��O CO C C) U lira . 0 4 6 1 fi ai s � � LtJ l © N WM ><.. p 1010., U Y 1010. -1010. *. uj • • ~ g N r 0 co ch cl i 1 § • c/5 g ,n 1' u. 100•0..•■ BY 1 ORDER NO. 10491 -B FIELD BOOK 408, Pg. 2 -5 ST. LOCATION MAP SCALE: I "• 200' LEGAL DESCRIPTION: (D.B. 3198 Pg. 327) All that part of Tract "K" of Plat of Government Lot 4 of Section 5, Township 53 South, Range 42 East, as recorded in Plat Book 5, Page 90, of the Public Records of Dade County, Florida, bounded as follows: Beginning at the intersection of a line parallel to and 80 feet North of the South line of said Tract "K" and the West line of the East Dixie Highway; thence northeasterly along the West line of the East Dixie Highway a distance of 76 feet; thence West parallel to the South line of Tract "K ", a distance of 133 feet; thence South at right angles to a point directly West of the point of beginning; thence East at right angles to the point of beginning. DATE: June 14, 1993 SCALE: As shown WE HEREBY CERTIFY: that the attached SKETCH OF SURVEY is true and correct to the best of our knowledge and belief as surveyed and platted under our direction in June, 1993. We further certify that this survey complies with the Minimum Technical Standards for Land Surveying in the State of Florida, Chapter 472 of Florida Statutes. A. R. TOUSSAINT & ASSOCIATES, INC. LAND SURVEYORS o 620 N.E. 126 Street; North Miami, Florida 33161 By: Howard C. Gamble Registered Land Surveyor No. 1683 State of Florida N 0 (REC. a M EAS.) Pres. CZ) N 0.2 . k coo poLE o. \,- I.P. a CAP 0 O 0 O I co ORDER N0. 12654: REVISED THIS 12th DAY OF FEBRUARY, 2001 TO BRING SURVEY UP -TO -DATE AND TO RECERTIFY. REF: F.B. 484 P 9 -10 N. E. _N 116.89' (MEAS.) 94th ST. 1 16.84' (REC. ) O O � 0 r SOUTH LINE OF TRACT K P.B. 5 P. 90. ORDER NO 12340: Revised this 20th day of December, 1999 to show foundation location of building under construction, and to show floor elevations. FB 473, P . 20 -21 ., • .0e ,, 1 '■ '1' r . Pl k- - 44 i 7— If ii ....,„,......„ - 11 LIN A/4. LI 0 -4) 'A8 -vPfi1/4'' r re5a.zhi _It4T(4-9: 19,0 7a, r7r.1 NNE - P - ^•-_••-^« •_ ■ - • 1 1,11414/.4111.11161•11/14/AUNIMW.W.RICA.IMPOM0111/1•NROMMILIV., Trv '''.4XCrltafity,1015 /1 1 LOCATION ItAP SALE! I - 209' ro.E 93 T. N LOCAL DESCRIPTION: IC.8. 3198 Pg. 327) All that part of Tract "A` of Plat of Government Lot 4 cf Section 5, wwnshi 53 South, Renee 42 East, as recorded is Plat Book 5, Pane 90, of the Public Records of Dade Coonty, Florida, bounded as follows: Beginning at the intersection of a line parallel to and 80 feet Forth of the South line of said Tract "R" and the Kest line of the East Dixie 6iglraay; thence northeasterly along the West lino of the East Dixie Highway a distance of 76 feet; thence Hest parallel to the South line of Tract "A ", a distance of 133 feet) thence South at sicht ancles to a point directly Vest of the point of beginning; thence East at right angles to the point of beSLaning. DATE: June 14, 1963 SCALE: As shown ORDER N0. 1C491 - FIELD DOCK 408, Pc. 2 - PR HEREBY CERTIFY: that the attached SKETCH OF SC*RVEY is true and correct to the best of our knowledge and belief as surveyed and Platted under our direction in June, 1993. We further certify that this survey curpliea with the Minimree Technical Standards for Land Surveying in tte State of Florida, Chapter 472 of Florida Statutes. A. R. TODSEAT1rT & ASSOCIATES, YNC. LAND SURV7,YOP.S 620 >I.E. 126 Street; North ✓iaai, Florida 33161 By : es. Award C. [: acole Registered Lsnd Surveyor No. 1681 State of Florida 0 u, M. E 24" r E!P 133.00' —4 POLE r fD. ,ROq F),IPCN PIN 116.89'(N) 116.84' (REC.) i35.2C r SKETCH Of SURVEY SCkIE : l'- 20' ci r' SOUTH LINE OF IBACT ' K' P.8. 5 PG. 90, S7 SET PIPE 9Qo 4. -v. .‘ * 1 .; A C 9,218 S0. FT. o SET P!PE \ 1.8 15• 3°' 1 30.18 hot 6 th etalciti di A/4.. ‘• GrA (2t- C _r;) 1 1.:.y IIMS.011./.4411.1P.IMIliWallitlf.114/1.011.10.1WW/AMMILI.111.110.11.411[11.11t1. IlVtafraalS .444.0.41 .11171110...G.R.40 ve. ..•••••■ ,,, ,, ,,,,,,, ..... • %1 lown.11. YEW MIAMI. MOW. WNW I' dISX ottai ■ ••■ ''' 01.11.111111■1111111111111 (i) 0 w 4 0 z Front View Elevation Inc. Custom Built Home in Miami Shores By Custom Builder • General Contractor c k r . 4- l ev 164, IV' Lower Level Floor Plan Upper Level Floor Plan Site Plan NE 94 th Street SIZ Construction's Custom Built Home in Miami Shores A modern Mediterranean home built to the highest standards exclusively for its setting, with elegant interior and exterior features, including your choice of finishing touches. General Features include: • 3,575 sq.' • Elegant raised foyer entryway • Volume ceilings at entry, living & family room • 10' high 1 floor with 11' tray ceiling in dining room • 9' high 2 " floor with 10' tray ceiling in master bedroom • 8' high raised panel interior doors on 1 floor • Sculptured colonial baseboards and casings • Designer door hardware • Designer rocker style wall switches and plugs • Two car garage with automatic door opener ( two remotes ) • Stylish aluminum tinted windows & French doors with sidelites • Hurricane shutters • Knock down ceilings • 52 gallon double element quick recovery water heater • Pre -wired cable and TV outlets • High energy efficient air conditioning and heating system with insulated air distribution system • Electric door chime • Sturdy lifetime concrete block and stucco construction • Concrete roof tile • Interlocking brick paver driveway, & entry walk • Heavily naturally treed lot • Choice of ceramic flooring on main floor • Marble window sills • High -hat lighting • Smoke detectors • Textured stucco with smooth stucco architectural exterior trim accents • R -30 roof insulation, R 5 rigid for walls • Precast keystone interior columns to family room Bathroom Features • Designer style vanity cabinets • Choice of ceramic flooring and base ( full height in shower and around tubs) • Choice of designer plumbing fixtures Master Bath Features • Designer style vanity cabinets • Choice of marble flooring and base ( full height in shower) • Your choice of designer plumbing fixtures • Separate shower Kitchen Features • Custom crafted designer style Cabinets • Granite Countertops • Water line to refrigerator for ice machine • Double sink with vegatable spray and garbage disposal Laundry Room Features • Mica cabinets, built in laundry tub Sale Price - $ 399,000.00 Allowances Included: ,000 Landscaping 4 4, 000 Kitchen /VanitiesIBuilt ins and countertops 200 , Finish Hardware 2.00/sq. 11,200 ' Tile 4.00 /sq.' Marble 5,500 Plumbing Fixtures 6,500 Electrical Fixtures 1,200 Closet Shelving Available Options - Central vacuum, pool and /or spa packages with brick paver deck, screen enclosure, intercom, alarm system pre- wiring, under - counter kitchen lighting, medicine cabinets, shower doors, custom mirrors, carpets, fences, and appliances Contact: Myron Rosner SIZ Construction, Inc. 1121 N.E. 178 Terrace North Miami Beach, Fl 33162 Off: (305) 652 -2905 Bpr: (305) 859 -1444 Fax: (305) 652 -2699 Brokers Welcome XISTING TREE INFORMATION: Q TREE 12" TRUNK 20' SPREAD CABBAGE PALM 12" TRUNK (LOOKS DEAD) Q TREE 20" TRUNK 40' SPREAD FICUS TREE 3'x4' TRUNK 30' SPREAD LEGAL DESCRIPTION: (D.B. 3198 Pg. 327) e d Q All that part of Tract "K" of Plat of Government Lot 4 of Section 5, Township 53 South, Range 42 East, as recorded in Plat Book 5, Page 90, of the Public Records of Dade County, Florida, bounded as follows: BANYON TREE 26" TRUNK 40'SPREAD GUMBO LIMBO 12" TRUNK 25'SPREAD TREE 16" TRUNK 30' SPREAD GUMBO LIMBO 10" TRUNK 25'SPREAD LOCATION MAP SCALE: I "° 200' ST. N Beginning at the intersection of a line parallel to and 80 feet North of the South line of said Tract "K" and the West line of the East Dixie Highway; thence northeasterly along the West line of the East Dixie Highway a distance of 76 feet; thence West parallel to the South line of Tract "K ", a distance of 133 feet; thence South at right angles to a point directly West of the point of beginning; thence East at right angles to the point of beginning. ORDER NO. 10491 -B DATE: June 14, 1993 FIELD BOOK 408, Pg. 2 -5 SCALE: As shown WE HEREBY CERTIFY: that the attached SKETCH OF SURVEY is true and correct to the best of our knowledge and belief as surveyed and platted under our direction in June, 1993. We further X certify that this survey complies with the Minimum Technical Standards for Land Surveying in the State of Florida, Chapter 472 of Florida Statutes. A. R. TOUSSAINT & ASSOCIATES, INC. LAND SURVEYORS 620 N.E. 126 Street; North Miami, Florida 33161 By: Q Howard C. Gamble Registered Land Surveyor No. 1683 State of Florida Pres. cv N 1.20' -_4 POLE w u N �9) TREE 15" TRUNK 25' SPREAD GUMBO LIMBO 12" TRUNK 25' SPREAD F0. IRON PIN 116.89' (M) 116.84' (REC.) A SKETCH OF SURVEY : _ SCALE : i" a 20' ( "SOUTH LINE OF TRACT "K ", P.B. 5 PG. 90. N 30.78' 0 ! v 0. Q ro o r+ o o —H •emu•• �� ro CO GL,-C O O ?+ O J NI o(4+ o cf) N b b C fs. a 3p' ro 0 •r+ N Zs XISTING TREE INFORMATION: TREE 12" TRUNK 20' SPREAD CABBAGE PALM 12" TRUNK (LOOKS DEAD) TREE 20" TRUNK 40' SPREAD FICUS TREE 3'x4' TRUNK 30' SPREAD N.E. 94 ST. LEGAL DESCRIPTION: (D.B. 3198 Pg. 327) e b d LOCATION MAP SCALE: 1 '-. 200' N.E. 93 ST. BANYON TREE 26" TRUNK 40'SPREAD GUMBO LIMBO 12" TRUNK 25'SPREAD TREE 16" TRUNK 30' SPREAD GUMBO LIMBO 10" TRUNK 25'SPREAD A. R. TOUSSAINT & ASSOCIATES, INC. LAND SURVEYORS 620 N.E. 126 Street; North Miami, Florida 33161 B L� Q Pres. Howard C. Gamble Registered Land Surveyor No. 1683 State of Florida N All that part of Tract "K" of Plat of Government Lot 4 of Section 5, Township 53 South, Range 42 East, as recorded in Plat Book 5, Page 90, of the Public Records of Dade County, Florida, bounded as follows: Beginning at the intersection of a line parallel to and 80 feet North of the South line of said Tract "K" and the West line of the East Dixie Highway; thence northeasterly along the West line of the East Dixie Highway a distance of 76 feet; thence West parallel to the South line of Tract "K ", a distance of 133 feet; thence South at right angles to a point directly West of the point of beginning; thence East at right angles to the point of beginning. ORDER NO. 10491 -B DATE: June 14, 1993 FIELD BOOK 408, Pg. 2 -5 SCALE: As shown WE HEREBY CERTIFY: that the attached SKETCH OF SURVEY is true and correct to the best of our knowledge and belief as surveyed and platted under our direction in June, 1993. We further X certify that this survey complies with the Minimum Technical Standards for Land Surveying in the State of Florida, Chapter 472 of Florida Statutes. TREE 15" TRUNK 25' SPREAD LO) GUMBO LIMBO 12" TRUNK 25' SPREAD 1 16.89' (M) 116.84' (REC.) A SKETCH OF SURVEY SCALE : IN 20' �T` SOUTH LINE OF TRACT "K ", P. B. 5 PG. 90. XISTING TREE INFORMATION: TREE 12" TRUNK 20' SPREAD CABBAGE PALM 12" TRUNK (LOOKS DEAD) TREE 20" TRUNK 40' SPREAD FICUS TREE 3'x4' TRUNK 30' SPREAD N.E. LEGAL DESCRIPTION: 94 ST. I (D.B. 3198 Pg. 327) 0 ORDER NO. 10491 -B DATE: June 14, 1993 FIELD BOOK 408, Pg. 2 -5 SCALE: As shown A. R. TOUSSAINT & ASSOCIATES, INC. LAND SURVEYORS 620 N.E. 126 Street; North Miami, Florida 33161 By: \ t..; Howard C. Gamble Registered Land Surveyor No. 1683 State of Florida BANYON TREE 26" TRUNK 40'SPREAD GUMBO LIMBO 12" TRUNK 25'SPREAD TREE 16" TRUNK 30' SPREAD GUMBO LIMBO 10" TRUNK 25'SPREAD LOCATION MAP SCALE: 1 "'200' N All that part of Tract "K" of Plat of Government Lot 4 of Section 5, Township 53 South, Range 42 East, as recorded in Plat Book 5, Page 90, of the Public Records of Dade County, Florida, bounded as follows: Beginning at the intersection of a line parallel to and 80 feet North of the South line of said Tract "K" and the West line of the East Dixie Highway; thence northeasterly along the West line of the East Dixie Highway a distance of 76 feet; thence West parallel to the South line of Tract "K ", a distance of 133 feet; thence South at right angles to a point directly West of the point of beginning; thence East at right angles to the point of beginning. 54 Pres. WE HEREBY CERTIFY: that the attached SKETCH OF SURVEY is true and correct to the best of our knowledge and belief as surveyed and platted under our direction in June, 1993. We further co N certify that this survey complies with the Minimum Technical Standards for Land Surveying in the State of Florida, Chapter 472 of Florida Statutes. Io. oI -1 PO1.E ` c9 0 FO. IRON PIN r9 TREE 15" TRUNK 25' SPREAD 1 0 GUMBO LIMBO 12" TRUNK 25' SPREAD N. E. E/P E /P--J 94 TH 138.22' 9,278 SQ. FT. 1 16.89' (M) 116.84' (REC.) r• SKETCH OF SURVEY SCALE : I 20' [ SOUTH LINE OF TRACT "K", P.B. 5 PG. 90. c N ST. CV +I 5 7 15.35' Zs 3 p ' C O v OH c .1 O 4-) ••r 0 0-LC 0 0 a4� N 0 XISTING TREE INFORMATION: TREE 12" TRUNK 20' SPREAD CABBAGE PALM 12" TRUNK (LOOKS DEAD) Q TREE 20" TRUNK 40' SPREAD FICUS TREE 3'x4' TRUNK 30' SPREAD ST. LEGAL DESCRIPTION: (D.B. 3198 Pg. 327) e Q LOCATION MAP SCALE :I" 200' 93 ST. BANYON TREE 26" TRUNK 40'SPREAD GUMBO LIMBO 12" TRUNK 25'SPREAD TREE 16" TRUNK 30' SPREAD GUMBO LIMBO 10" TRUNK 25'SPREAD N ti All that part of Tract "K" of Plat of Government Lot 4 of ' N Section 5, Township 53 South, Range 42 East, as recorded in Plat Book 5, Page 90, of the Public Records of Dade County, Florida, bounded as follows: —x Beginning at the intersection of a line parallel to and 80 feet North of the South line of said Tract "K" and the West line of the East Dixie Highway; thence northeasterly along the West line of the East Dixie Highway a distance of 76 feet; thence jest parallel to the South line of Tract "K ", a distance of 133 feet; thence South at right angles to a point directly West of the point of beginning; thence East at right angles to the point of beginning. ORDER NO. 10491 -B DATE: June 14, 1993 FIELD BOOK 408, Pg. 2 -5 SCALE: As shown WE HEREBY CERTIFY: that the attached SKETCH OF SURVEY is true and correct to the best of our knowledge and belief as surveyed and platted under our direction in June, 1993. We further certify that this survey complies with the Minimum Technical Standards for Land Surveying in the State of Florida, Chapter 472 of Florida Statutes. A. R. TOUSSAINT & ASSOCIATES, INC. LAND SURVEYORS 620 N.E. 126 Street; North Miami, Florida 33161 By (1" ".-+ft.■304,4 Pres. Howard C. Gamble Registered Land Surveyor No. 1683 State of Florida if)) IRON PIN 94 TH E /P-1 138.22' 116.89' (M) 116.84' (REC.) -4 POLE 1.20' • N 9 TREE 15" TRUNK 25' SPREAD 0 GUMBO LIMBO 12" TRUNK 25' SPREAD j• SKETCH OF SURVEY SCALE : 1" - 20' o /S0UTH LINE OF TRACT "K ", P.B. 5 PG. 90. CV 3p' 30.78' (0 cNi cd E 0 ^U • U a ro cd o u H v •� v v O H ar cd • o r4 N O O rc 0 v • r • U cd c0 bL.0 O O $. O C J r-+ J 4 CCiv ow o 3 r v�t •� J-.) N b }� N t7 'd ?-+ W C) O v 4 Q) •- Owa 4JL) Cr; 14 .iof 1 / VA K ME N.E. 1 LEGAL DESCRIPTION: M FIELD BOOK 408, Pg. 2 -5 (D.B. 3198 ST, LOCATION MAP SCALE: I "a 200' N.E. 93 ST. 1 1 1 Pg. 327) All that part of Tract "K" of Plat of Government Lot 4 of Section 5, Township 53 South, Range 42 East, as recorded in Plat Book 5, Page 90, of the Public Records of Dade County, Florida, bounded as follows: ORDER NO. 10491 -B DATE: June 14, 1993 SCALE: As shown A. R. TOUSSAINT & ASSOCIATES, INC. LAND SURVEYORS 620 N.E. 126 Street; North Miami, Florida 33161 By: l • Howard C. Gamble Registered Land Surveyor No. 1683 State of Florida 5;:/""""`"-.3■1344 Pres. N WE HEREBY CERTIFY: that the attached SKETCH OF SURVEY is true and correct to the best of our knowledge and belief as surveyed and platted under our direction in June, 1993. We further certify that this survey complies with the Minimum Technical Standards for Land Surveying in the State of Florida, Chapter 472 of Florida Statutes. I.P. 8 CAP 133,00' (REC. & MEAS.) FLOOR ELEV. 1Q 67' N GARAGE ELEV. 10,00' a '21.3' 26.6 O p1,3O � ' 14,3' in 07,1 10,3 12.9 5,3 II" 7 Iv r O 8,2', ` 2-STY. C,B,S. BLDG. N0, 1092 8.7' ( UNDER CONST.) - 56.2' N GD N x �C Beginning at the intersection of a line parallel to and 80 feet North of the South line of said Tract "K" and the West line of the East Dixie Highway; thence northeasterly along the West line of the East Dixie Highway a distance of 76 feet; thence West parallel to the South line of Tract "K ", a distance of 133 feet; thence South at right angles to a point directly West of the point of beginning; thence East at right angles to the point of beginning. WOOD PO I.P, N. E. 94th SOUTH LINE OF TRACT M K P.B. 5 P, 90. 1 16.89' (MEAS.) 116.84'(REC.) O O� ORDER NO, 12340: Revised this 20th day of December, 1999 to show foundation location of building under construction, and to show floor elevations. FB 473, P . 20 -21 LEGAL DESCRIPTION: ST, LOCATION MAP SCALE : I "- 200' All that part of Tract "K" of Plat of Government Lot 4 of Section 5, Township 53 South, Range 42 East, as recorded in Plat Book 5, Page 90, of the Public Records of Dade County, Florida, bounded as follows: Beginning at the intersection of a line parallel to and 80 feet North of the South line of said Tract "K" and the West line of the East Dixie Highway; thence northeasterly along the West line of the East Dixie Highway a distance of 76 feet; thence West parallel to the South line of Tract "K ", a distance of 133 feet; thence South at right angles to a point directly West of the point of beginning; thence East at right angles to the point of beginning. ORDER NO. 10491 -B DATE: June 14, 1993 FIELD BOOK 408, Pg. 2 -5 SCALE: As shown WE HEREBY CERTIFY: that the attached SKETCH OF SURVEY is true and correct to the best of our knowledge and belief as surveyed and platted under our direction in June, 1993. We further certify that this survey complies with the Minimum Technical Standards for Land Surveying in the State of Florida, Chapter 472 of Florida Statutes. A. R. TOUSSAINT & ASSOCIATES, INC. LAND SURVEYORS 620 N.E. 126 Street; North Miami, Florida 33161 By: 1 c: Howard C. Gamble Registered Land Surveyor No. 1683 State of Florida 54" Pres. N I N WOOD q . I.P. 8 CAP O O 1.P, FP- E . OO 35,0 34.78' CO - r(21.3' N 14.3' 8.2' • O '0 N 7, O' 0 tri FLOOR ELEV. 10.67' GARAGE ELEV.10.00' 46.6' -, 0 7 07, 94th (0,3 2 —STY. C,B.S. BLDG. NO, 1092 133.00' (REC. 8 MEAS.) (UNDER CONST.) 56.2' 12,9 5,3 N O N 8.7' 116.89 (MEAS.) 116.84' (REC.) O 01 co SOUTH LINE OF TRACT" K P.B. 5 P, 90. CO N O1,3o ORDER NO, 12340: Revised this 20th day of December, 1999 to show foundation location of building under construction, and to show floor elevations. 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WAY/Asz" gill II 0- CA 4 TRUSS PLACEMENT PLAN SCALE: 3/16 - 1' 0" roil DRY WALL CONSTRUCTION WITHOUT STRIPPING', CONTRACTOR TO PRQVIDE 2X4 CONTINUOUS LATERAL BRACING AS PER ENGINEERING SHEETS. REFER TO ARCHITECT or ENGINEER FOR COMPLETE TIE DOWN PROVISIONS FOR TI ?AM. WALL and OUNDATION CONDITIONS. .......••••-•••-4:•••••••••■••■••••••• 1 1 1 TYP. BEARING DETAIL ALL SPACING 24" O.C. UNLESS OTHERWISE NOTED. TRUSSES MUST NOT BEAR ON ANY INTERIOR WALL OR PARTITION UNLESS DESIGNED rori 9-0 HAW BY 81.014. (EFER TO" MC14.) 72- 5 1/2 SO. CUT 1. 0 HURNCAN,E STRAP. WALLS AND OUNDATIONS MUST BE WAKE OP YvITHSTANDJNG UPLIFT AS SHOWN ON ENO. DRAWINGS & SF.ac. & $a c • 2. 0 ADDITIONAL STRAPS OR OTHER CONNECTIONS ARE REQ IN ADDITION TO STANDARD C,CNNECT1ON TO wirlisiANis UPLIFT Ai SHOWN ON ENGINEERING QRAVVING ANO S.F 8 C. 3 D ANY REPAIRS AT THE FIELD MUST 6 e APPROVED BY A REGITERED ENGINER. APPROVED AS NOTED: 12 12.5 12 2x LEDGER BY MR. (REFER TO 14,/;CH.) TYPICAL O.H. DETAIL t. 4. D JOB SITE FRAMING MUST BE APPROVED BY OTHERS. 5. 0 LEDGER DESIGN AND CONNECTIONS MUST 8E BY OTHERS. 8. 0 ERECTION SUPERVISION 13 REQUIRED. 7. 0 EXISTLNG TRUSSES MUST BE CAPABLE OF WITHSTANDING ADDITIONAL LOAD DUE TO THE NEW TRUSSES 8. 0 LOADING ON GIRDER TRUSSES MUST BE CHECKED AND VERIFJEO BY ARCHITECT OR ENGINEER OF RECORD. 11 , T5-0 8 ANT. 5 1/2 SO. CUT MAHMOUD ZOLFAGH01,'P.E. .1 36921: . , 12 0.H. DETAIL..... A N T.S. 5 1/2 SO. CUT TOP CHORD UVE: TOP CHORD DEAD: J BOTTOM CHORD UVE: 4. 8011014 CHORD DEAD: XL. ;TRESS INCREASE: IL O.H. DETAIL C 12 • 21-4 Tft KAP, TOP CHORO TOR CHORD am ono,' CHORD LIVE: 8011041 CHO,A0 D(.4 STRESS . REASE: , 1444 . ; . DA• FROICt t.lt‘ 0 M1 ..a.).Pco04.0.ATOORY 4.6o. eATkOony - WINO SPEEO 11 GMPH WALL HEIGHT 4 , P DEAD LOA° 10 ; 13L00 TYPE thL WIND DURATION - • - N935.4 FOR HANGER cONNECTIONS, DETAlt. SHEETSATTACHEcc IF AFP1-. ' ' = - tPiL &° fleFM OQINATNCI IMPORTANT: 11AVGEASSHOVN ON ROOF LAYOUT ;- UER TO (APPROVED A NT UP #2) NOTE ARE SUFFICIENT OR GPt O LO AD QNL.Y. A •.'- BELOW FOR UPLIFT' co Epri FI19 BRACING 18 NOT: iii RES OF; THE T. PkgSSE3RIATIQR P 8ECTING \WHICH ALYVA 3EOUREE) TO REVEy • , st NAL ADVIC yi 41N0iN 0IIARDING E TIOIN T USSARk UTIONED eROft ToppuNa ANG.0 +. Duni u eRE TIONJ ANO PERM ENT BPAC1N WHICH N1Ayga FlcokUIPE0- IN SPECIFIC APPLICATION . TRUSSES SUALL 8E ERTtE)'ANO FAsTENw i o th At j se SHALL L N H ' ABLE AR QI,JRIN9 PEOTION TO P REVENT coTRAgp Ft OR OW7r3T AN -TRU ta:Aa REQUI E '4ND SP CIFIE., ON ENINE sHEETs; •-• . , . CONTRACTOR OR OWNER. is Aovis% TO SEEK PAQ.FSSSIONAL ADVICE 8_E,FOR m Appnoy Top LAY9U 0 00 Ec ' N . 11. 1i Tii N w U L S.W E A Sa A A MAY 3 9:; N B% oc 3 i t 1 E' E l l I WHEN ERC rINO TRI4SS1 , LOAD RITEFII PRELIMINARY P VERIFY ALL DIMENSIONS, LOCAPQN OF TRUS • WALL HEIGHTS. PITCH. WIND LOAOS, OVERHANGS • ETC- Date: Signature NOTE. , RETURN APPROVED PLAN, TO DECO TRUSS INOICATIN11- ANY/ALL CHANGES. FiNAL PLANS AND ENGligE0iINGS • • WILL NOT START UNTIL PRELIM/NARY PLANS, KEN RECEIVED. • • • ELev. Halt DIFF. 21-4 (+12.2) 21-0-11 (+11-10-11) 424Ziaa4 • 104 (0-0) .,OZW44(.4 9-2 ( 0-0 aZZaKtZ T.8. E1E`1.4IVEN FROM FINISHED FLOOR ELEV.. DifF..DIFFERENCES MONO ELEV. •, • **, , 3 .. ' „ 4 4 7 ' 4 ,. .7'. ± 4 , ) ,' , ; • , 4. 2 , ±, „. ‘, 4 . . 2: .'' 44 . 4 7 ;$. ''' , '. ■• .. t. '/ '•`±'. ±'51'; :''' 2' . • ' - - 2" .,- ' . • 4 . '7 , !!. '' . f ±.±' 77 ! SI 42 r 'Ji 1 4 C cRly . . li ,, i ,....,.. .....„..,,, , ,•‘'-'24 . } 5 5 .. "4 .1 ' .4''' fi 4 .,* A . ". ' ." . 1" 2 ,' i • , ' .0 ,. ,. ',1•Ti'.....?: i ''• ± 14 4^ 7 4 4 . , ±± x • '4' ...4 t 4 .. ..1 4 7 ; • 1 .... , . '' 4 3 '. ,,:. .' , - . ‘`.. ,.' ,4 . .,, - ,,,,; ,, #,,, V. ' _,,, - .i 4 '' ' ' ., ... 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AQ:CA01 ,11,/ 1.1ATURI: CV q:F.CT14.44 . . . 14,A$1 E1NE:',1; V) :3tCe3 lil PER 1 tit4L,F..zi•:3 OritAisE,* liTiluti; . , kilE3trvER mi ARE To. JOJNEp, A Dc'el iic; ;31:AEUE PF,py01:•.1) , 'ty Pt; ov T 115 EF EX'irl 9"• Ai)ov* Root '\t 1 4* Wlfft LEAD" Q.,1 TO tgisTiNd sx4Te.ii • ; • 3 ilofricE`, y r (3•,?Ai4JTS' c tiAtiITARY A r.) • wAsr&, )1p.11 1 cliANr;a DIR$crIoNg, :4 AT 15 • : Cy sTACxa.. otie.i AND $13 (44 1-10A1SOTAL , ; WLI 13 1)1 ZIG 'Tc>. C01)111'. • 14 - 17 1 m;$ zol,Low.1 t , „; • , A; - DOWNSIRkif OF' i4AT'ER SHALT; 13g (t„)•414." 13n,1"Cpt.tiRQUI4D- AND T1'f "re * ArAiy4 V;AEVA,NIZED P1i &Y 6Fi y”.9X/ S'AATTARY-1-#11ING f.'...1 No,41iva TyYk, CAST 1ik0A,Pii*K. • tAy at USED -1-0- A.c:CEP't . _ cq 1.:*41tiSti:-•'/Vti; 1kS 1fL SraspUi,E;• 1) P V c PireS, tttU IS , • : • • It 7#1CX VI TO GiJIVE 6 • ,4440Y Cs'tt z *4.41: i3JR.1; .• 4_1 grj age : . r - Y OV i_lj. � ' , � 1 4 ' , }� _ 61 �i'A 44 IA & } G t " ) f ` . ' f '_ u r ='4 € ie,11t`1 .;44.6 (t* n' r- ) M y + A • L_ i T ....•• • 4•• • • • ^ 7g v Nr era . (4e.-61a .> .o a0 r •• •• •• it I 'it =(� ci14,91 Itk i C ;dam - ��> > 94 th • • r •• �v�- :ter ► ?x - .__ . •••••• 1 �I • • �fl / I Stlimmir►9 Pool y try ieLrgf,t,��ao„ (i 5i �. ••r•• ii »G: v STREET LEGAL DESCRIPTION: //�� o U SGT/ ,a/'v Legend: — Centerline Res — Residence Fd — Found Conc — Concrete Clr — Clear R/W — Right of way Crf — Chain link fence Ms — Measured Encr — Encroachment (4/0 .33. 246' 0 0 c o 0 ro Baer era aeaeILaAIMINIMPsw • 630urt..1 OA 12y s vEY N -E. • /7' -- A V f L /Ck' pa veg.; orri v. 94. TH 2s. 9'o ¢' 4 C ' et--11 Note: Lands . shown hereon were not abstracted for easements and /or right -of- ways of record. Legal description provided by client. TWO -STORY RES. N°1092 p 115. 624' CAA r '� STREET Elevations based n CC8M # Ai//b Elev. — , NGV Datum 1929 B. C.5`` ts• 8,¢cce •"A VE�d N ORd 2 g4 /2 0 A Bearings if shown are based on assumed me ia�3_ Pi -t •1 Ma F e /yam111E0 • 0 o W LEGAL DESCRIPTION: All that part of Tract "K" of Plat of Government Lot 4, of Section 5, Township 43 South, Range 42 East, as recorded in Plat Book 5, Page 90, of the Public: Records of Miami -Dade Cot ty, Florida, bounded as follows: 'Beginning at the intersection of a line parallel to and 80.0 .feet North of the South line of said Tract "K" and the West line of the East Dixie Highway; thence Northeasterly along tf ," /vf ( West line of the East Dixie Highway, a distance of 76.00 fee thence West parallel to the South line of Tract "K ", a distar e of 133.00 feet; thence South at right angles to a point directly West of the Point of Beginning; thence East at right angles to the Point of Beginning. 3 a "/ W NOT YAUD UNU S EMBOSSED W1TM SURVEYOR'S SEAL REVISED: r arm sv �� SURVEY FOR: FOX, John P. and Christine J. 1092 NE 94th Street, Miami Shores, FL 33138 CERTIFIED TO: John P. Fox and Christine J. Fox, husband and wife Markowitz, Davis, Ringle & Trusty, P.A. Attorneys' Title Insurance Fund, Inc. SunTrust Bank, N.A., its successors and /or assigns as their interest may �NIf!C.i G.�.✓. 2.i0 - Sec. 3 - 33 -42 B 74 zs t 6e / /.%r CM . / .P at Oa . `rec. ,7 /.a BOUNDARY SURVEY I Hereby Certify: That the etteched Survey was made under my responsible chary* and substantially meets the minimum technical standards as set forth by the FLORIDA BOARD Of LAND SURVEYORS I Chapter e1017 41, Merida Adminiatrauh• Coda, pursuant to Section 472.027, Flo a Statutes.,' GA FfV B. CASTEL Registered Land Surreyor No, 4129 State of Fforlda De xy GARY B. CASTEL SURVEYING, INC. LAND SURVEYORS 12016 S.W. 132nd COURT, MIAMI, FLORIDA 33186 (305) 253-9720 (305) 253.6787 FLOOD ZONE: X DWN. BY: 2'y appear ti • 23. •.o 4 CGF TWO -- STORY RE.S. N° 1092 ,D2[� • YES .diT Yr a, 4 G.Q. A' .d /29 Legend: Centerline Res - Residence Fd - Found Conc •- Concrete Clr -- Clear R/W - Right of way Cif - Chain link fence Vs -- Measured Ehcr - Encroachment f7 " /'7 </ G4%°) \panoad guiuo7\ 1" ;: . CrAt N.E. • 3 Note: Lands shown hereon were not abstracted for easements and /or right -of- ways of record. Legal description provided by client. 94 - n-4 /7 , A VFM E ./ 7 115. 624' ( "} 13:.00`( STREET ,UE T a /] /A/ Cold - Elevations based 9 n MEM / Bearings it shown are based Elev. - NGV Datum on assumed m . 1an and 1929 w' Pf t f Record. t1 A/d� C C O/ los, may y NON COASTAL 'ZONE ( A • BEAM AND COLUMN SCHEDULE TYPE MAX. BEAM SPANS AT GIVEN SPACINGS 5. -4/ s• -s• . 6' - 0• 6' - 6 • HOLLLV , 6•-22• Tt T2 So. Sm. I 2■ .055 I .033 6' -9 6 ' -7• 6' -4' 7' - 0• 7 •--6 • IP ® Add . • 90. 9m. 2 x I .062 3o. Sm. 30. 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EIMMEMINIZIE _ - =® L2' - !• 22 ' - 0• 13'-1• ••• >UTE• • 15AX SPACING Cr Or CHAIRRAILS IS 73' SPANS S-Cir4 ASE ARE CLLAA SANS. 4' HAY BE ACCED TO EACH SPAN 1HC104. 2X3 AND 2X4 >+OM - ICAD 3EARDAC 30 COU.'H.K HAY X NC?C AN A,"x•v - 10 z :p 11E , 7,<-'414 A .r AU. OTHER CC ,'. S TO Rf•4,74 :Tic SASE. ' R•^^ SLRE}.l4 E,eC.D SLAtE 2 X ) CARR Y >tA11 *IAA. � SCREE-4 C`CL SLPE •w.x tr,.J4 34'- 0 27' -7' ( 18'- 0' allaimm oraffmmazuzimi sHAX(NUN SPA,, CHnVV r or. A:: 9 -r sue 4 MON ISIIMINIRIND 16'- 0• C: *ITIOL /6 fa N TC . 1) ROT AND SIOCS 01 -‘ALL )E COVERE3 v2n4 SCREEN CU: TN 67z BEY 07t GPLArc CLY. 2) rfC EXI S TING 5 rRLC %RC RUST DE CAP ADL E OF SLPPOR rt i ri£ I. Gz _5 Sc2,2 -4 E`•CL0.7,RL: 3.1 , CT A. STRUCrt?fi v1TKIN s rT. CS SVI)0UNG POEL ` "li )E CRCs? +OED PR I&, 680 -22 4) ANCHORS TO CONCRETE k WAS 0NRY SHALL 3E 3/8 X r ANCHORS OR APR RC 1ZO EOU'A1- LkkL1 S SPCC1rt(D. CAMPY PEpt+1 'r c- 0. SP cr CARRY BEAU S °"''^"9i `\ 2••. ', ' A.l.^1S .ft1. NR-- ^301,'S y7 3 :V' (ACS AS Si-Q N PRODUCT RENEWED ACCEPTANCE No. p 0 - 1116. r A.X. • O.OIC.A ES 1/4' 1s+RLeoLrs z tz t TYP. CROSS SEC TIG�S t•1� SNAP BEA,Mi i SR EC• - .AL U 3RlCKET T t I -1 I i 90 3 U- 3PACr{T WtY X VSEO 12Y ti LP- 2 A i i f P*or .i1. P.,smc•,F7. CORNER 1 2 X 2 PURL ; >; 1 X 2 PAT :0 DES:GN CRITERIA. SOUTH FLORIDA 3UILD:N7, CCCE A -C- 99 L'.kI XSIGN vWD LC.., 1)4 1. O1.1 0- I9.6 P7- TE L L I A v'.ND 1 14 L a r t T - RoCs Ltv£ LOAD LP 6 DCYN 1O. Y.ci -- 6 10.6 Y' I TEST L:.40 UP 6 DCVN - " - --- -- 5 . 9 P•; OETlZC -4 L1 , 41 TATI0+. -- -. i K!J41/474 AWN 6063 - V4ESS 0T1 -r*' LSE S'CC:r CARRY esJ V _'+Ct wit. .-1 ar J r-,2 r 11/f rvotr90.TS Zoo 4CE CfF,rg �t S /t e 21' rAX BRACING. . t 1 /`s 1/f OLACON.A1 WINO SPE CAL V - BRACKET .22" r}'.,Cx r1T}4 1 / RAOIVS S US£ 3/1 C. S's (CON CC XA1.1) PLATES AU. H'ERCCR ROOF BRACES b1+C2E 0 SP1XE PLATES 00 1.00 DUST. 1 / 4 ' RA:SUS 114 X 1 SIAS k4Y BE USED IN PLACE OF rriRUBCLTS. lul ROOF BRACE DETAIL 212X1/4' STRUCTURAL ANGLES v% 1 / 4 ' 1 1 4 RU8CLTS AND 3/3'1 r ANC: -CRS AT EACH COLL'UN. 1 USE 1 / 4 ' ANCHORS BErxn�1 COLUUNS ON 24" CE•N .4S. -J �e ( s � 2- rG �' HIM. 8'x8' CONTINUOUS FOOTING vA IS DETAIL OF ANCHORING TO FOOTING ANCHOR BOLTS TO EXTEND 1 7/4' BEYO.NO C TT. CA )RICK pAvri4ENT SLStrAcES NOTE: COLUTANS ALCN3, CND WALLS REO'JIRE ONE PAIR OF 2x211/8• ANGLES UNLESS COL LxNE ARE 2X5 CR s?EATER. THE' TvO pAIR CF AN :LES ARE REOVIRED. ntEREOi FCR CONS k nCN OR - A1 1 y j ?LA f un VAT VA.41 BE DONE 8Y Ru414s ENC ;N INC. NO. LASE SHAdL Orw_r n A .' 1 v4 15 T'.Aj0 UNLESS SICCED APO SCALED 8Y r 11 lJ 1 RO9` - W: S. LAO >;SOJR FOR CAC )4 SUBU :TTA` i /l i ROOF" BRACING LAYOUT 1/ f P_AM ..r.Xl :16 JC.ATj7. 3CX COLLAN i • ' t 1 1 /4•s 1 BRAG NC. 1145 1+Fi3E4 S TO )E USED Mgt j ROC( BRAC:14.:- p 1 /4 r TAPtC / HAT BE USED AS FOLLOWS: USE 3/t f. T. (DEPOI Of 3Ew0 P. ON Au 04 - mboo ROOF BRACES rt+04 04IR'CR SPACE PLAITS 00 NOT Cc • 1 /s 1/f D•ACOt:A_ A'' i A g • /:C X 7 1� SUS. 2 EACH S:OE Cf COLL1.01. ?'_.CE0 947Eit?w1Y. r 4 TA? : DNS FOR L7 TO 24' SPAN. AT EAC'4 COIL2tt. AND 27' ON CENTER 3E'vEE.N CCLL'RVS. 1 USE 21211/3' ANGLES FOR SPANS UNDER 18'. FOR SPAt:S OVER 18', 4 - 2x2x1/3' BASE ANGLES LUY 8E USED AS SHOWN IN PUCE OF 2 - 1/4' ANGLES ON CBLLT4NS SLAPCRTING BEANS. Y1 US:`:G 4 ANGLE:, 1 /4'X 3' A1'+GCRS MAY BE USED. J APP`C'rD AS COMPLYING TH THE SOUrrt FLORIDA 3UILOIr10 CODE / A1 E ^ W 19 PM UCT COr,120L OIv!S :0/ U c] c CF � F I IC 1 CCEP1.1tICE N095 (� ‘n 0 72' ARIES TOP VIE IT IRA'£ DWI( CTION . o ° 0 0 ° ° 0 0 2 L_ I L --i 7" BOX BEAM 0 E BOX BEAM ( 2x3. 2Y.4, 2x5 AND 2x6 90x 9E. 4S ) USE 1/8 X 2'x Er STRAPS WITH 6 /14 SUS TOTAL. ( 3 EACH 510E OF SPUCE ( 2x7. 2x21. 2X9 AND 2X10 BOX BEA64S ) USE 1/8 X 2."X it FTtriG4r3TDE OF SPUCE 14 +14 5445 TOTAL, 3/16' X 1 1/4' STRAPS ►4&T BE USED / so PLACE Or 2 - STRAPS. 0 0 0 3 ; 9" BOX BEAM 2x2 'U' CHAPEL V/ 1/4' TI-RI) TEX. T K - BRACE DETAILS ALL PLATES 3/16' PATES YITH 514 SMS AS $1-00N CUT PLATES TO TIT INSIDE Or 30x BEAMS AS SHCVN Dr: DETAIL )Ox COLUMN 8 BOX BEAM MANSARD BOX BEAM SPLICE DETAIL TYPICAL ELEVATION REPRODUCTION AN: APPROVAL or THIS PLAN OR ANY PART THEREOF FOR CONSTRLC 101 OR ANY oTHER VSE 51:1. ONLY BE DONE BY RA.vvS ENG4NLET:RC:G, tHC. t r o 0 p Q � I 5" BOX BEAM -.22 U- {rW+CL CPT ICr.AL ye 1o4. 11-X.K4ESS f z f x 3/1 r A+C11. r LDrNC ITTH 3 -1 /r 11-V 8XTS TO C0LL 4. 1/4• TPI.A3OLTS 3/1C PLATES TO RES6'ORCE B1x COUJYN AT BRACES. 2 KAJC I 8E.AwS. 1 0 0 0 0 0 ✓ tt } ° ^ _: 3 1_ I q r 4" Box BEAM 3" BOX BEAM r sat F ASCIA ) CATEStzfx1/f ANCL.F3 4' LONG WTT I /142 1 1/t Sys WWTO TRUSSES AMS /14x2 96 ►rt0 ASC.AS. TIP V1EV OF TRACE CON ECTION 1X2X3/1 A )r r t AT EACH SCREEN RO.i JEAN IypKd Y-{ 1/T t 7/r 2'I' 2'21/B'ANGLE VITH Z •10 SXS. IN EACH LEG SASE ANGLES 1124 z'2 t 1/r Y RISER X le V1DE� ALL 1. RSSf PANEL END WALL POST DETAIL SP'E.:.N.. I SRAOQT T LA4 AT EA04 ALIA.Rf V RIrt FASTENED TO FASCIA r1 Y/ 3 S /I6'4 3 LAGS NOTE. LARGER PLATES MAY BE USED IF REQUIRED. COLtlr4 2•xYxi /8' AHCLE ON EACH SIDE STRUCTURAL GUTTER DETAIL 2X2 ROOF wELBERS. 1x2 rEM)ER 5 10 SITS. TNRu 12A -r 1' 1/2'X1/16' COVER PLATE r„■ /to s's 110 x 1 1/t sys END TALL COL LAIN CYCRLAP )E A.1 TO Ca.LH WO FASTEN x171'4 3 #14 515 EAO4 SIX AS VSE 4 ft SUS rCR $ 2 6 9:2 )1:z YE "AS ) T2 t2 3 /1r ANGLES r o. rA',C;A I 2 1 MX JEAN SEAN CONNECTIEN / VSE t x tx 3/1 r Wars VITH TVO 1/4" TI-V'J )0115 1 TVO 3/8' LAGS TO rASCIA #14 S1.45 LWAY BE USED IN PUCE OF 1/4' THE LI BOLTS ALILXNATE 1' FASCIA WITH 2' SUB FASCA. 5I4 SMS AS SHQ•VN, m ° • o Tv0 i/4' THRU S BOrT 1/4' T14 DOLTS STRUCTURAL_ GUTTER )CAN TVO 1/4• Ti 1RU )Q. T5 V/ VAS - tRS 222x1/8' ANGLE V/ 114 SMS ArO 3 /r4 Y ANCI TYPICAL. C,O4 CGRNLI CORNER DETAIL 2"22') )' A'+CZE t14 2 (1 S'S )4 EA.�4 1 BEAM TO COLUMN CONNECTION )Ox ) CAM 1/4" T1dtveOITs AS smorc CONTIr+IAUS DIVER TER (optional) 2x2 S/16 't LAGS 4 AT EA04 BEAU AND 3Y OZ. STAC,CFRED 2•x f x 3 /1r ANGLE Y LONG G V/ 1/4' T}RU )U.TS AS S' -CL' FOR CABLE BRhCTNC AND r so DETA2.3 STS SHEET #3. 2' 'x1/ 8' L VITH 22 2 114 ANG $M S TO THE COLUMN . 6' x 1 PLATE nod 1 /4'x 3' A.NCHCRS 3 1/f PR RENEWED ALTERNATE BRACE DETAI �N CENa �1- b'gDq. THrS P is NV A:JO U14'._E.SS SIGNED At40 sCAL D 51 ROBERT S. u0NS0UR FOR EACH sJ3y;TTA:- EEXPIRATIONDATE /b DE TAILS. oor•nr'rrr-r - ranr 111 ntru nl .E1Cr)nt;r^nA1pI.lANCF.n1)FiC 3'x 4'z 1,'6' P.ATL5 WITH 4 114 5u5 A5 BOX BEAJ.1 SHOAN,- . ` Box COLUMN 2X2 SNAP AND 1X2 SNAP. 2x2 BRACE 1WIT14 1/r PLATES EA D40 wr114 #14 SYS AS �nLn_ 1'X2 - 1/2'X1/16' COVER PLATE WIN 110 51.15. /10 X 1 1/t SUS. EXTRUDED GUTTER COW 1 r•.WS 1x2 40'1ER 1177.4 + 14 X t 1 /t 512 24' 0.C. ALONG GUTTER r rcpt. r*.^c1A SPCc.A4 I- FicAp¢T r LDHc Ar (. Q4 AL:MOCAll ' rrl3 rASTU4© TO rASCA nf:H. 3 s /trz t LACS EX'RWE7 CJTTER. IN:YGATES 3 /tx r LAOS AT DCA BOIL CQ tR PLATE 11111 110 Sys. 5mac XArt r rt.La BL.00x 1'x Sx 1/r OR 1'X Yx 1/r 0o44'A^J01.'S ANGLE xTTH 1 /4 T14N80LT5 AS s -e./N. 2><243/ 6 ANG>.ES w/ 1/4'x 3 " ANCHORS AND 114 sus. USE 3 /5' A40 -ORS FOR 2z7 A40 GREATER BENTS: BOX BEAM DETAILS CO ,11NU0VS 1X2 1111411 222X1/8' ANGLES .ate ttltts- DOUBLE 202 WITH - 3/21'X 6' LAOS, 2AT COL AND AT 24' 0.C. )E Art C3tCCTL^4 VSE tx t. 3 /Ir ANGLES x'.14 3/r LAGS TO rAsc:A ANO 1/4' THRLT8OLTS TO SCAM. SAX < VIDE G1JrER KAY X 1.6E0 AS 540 AN ON BEALI TABLE SI4EET 11 ( KAX LOAD . 110.4 ) 2 - II0 X 1 1/2' SMS CA04 Pit."( 110 SAS 24' 0.C. TOP AND BOTTD4 222 PtR FASCIA CONNECTION FOR DOMES SPEC. I BRACKET T LONG. . 4' '0C CUTTERS ONLY. j 3 rr 1 .1 r4 f ti � 1HJKATES 3 /r !r LACS AT EACH BEAU LOG.TIOH C.WLx EA LAC CUTTER BRACE DETAIL I /16' U CLIPS VITH 110 x 1' SMS AS 52 CYN AP ?ROVED AS C3.;PLYING WITH THE S FLORIDA BU?LDING CODE D A1E_ _ LA I- r1 l9 BY _ PNO,UC CONTROL ' V:SION ?'JIIDiNG CODE COMPLIANCE OFFICE •cctpT.ANcE NO95 - 0� )5. ON • V ce N 07 N . I 3YJ !c4,4?2fi'4 END NON LOAD BEARING VALL SQUARE FOOTAGE 1 -145 1 146 -273 1 214 -363 1 364 -416 ] 417 -443 TEN. ! t3ER CF CA3LES 114 ilf MIT EA UDC 'AL 2 1 EA. END 4 2 EA. END 6 3 EA. END 8 4 EA. END 10 5 EA. END t SPECIAL Z BRACKET r LONG. 4' WIDE GUIItRS ONLY. 4 " 3.75" Z- BRACKET 1. L .125 220 •1'6 ' 2 -- , /14SMS #12SMS f1OSMS TIODU T E4NTROL DIVISION EL;ILDC:O ODCE CO M2 LLANCL OFFx 4.825' 4.700 ALTEAtE CUTTER SELL OJT FZI1 LY5' At[lU Z .125 1f t Z r 118' STAL'(ISS STEEL CA31E 1/8' STAD&ESS STEEL CA3LE D213l.E CDPRESSI12 SLEEVES 6' SLPER 3R. ET VITA (4) 313' X2Ve LAG KITS TO FAS'CA PRODUCT RENEWED ACCE7TANCE Na. On —1 1 • 0 3 2014 DATE 1 ALTERNAT 113' ry 1E 3R,' -CXET VITH (9) 114 X 3/4' S:4S TO VaLL }+£4s'ERS EYE -311T ' u]) CLaSc3 PITH D011311 ! ITS CaPZES Sa31 SLEEVES 118' STAINLESS STEEL CA3LE AS r A-36 S TRCt.i. Vii ri m 3/3' X 3' S1.Evt ', {RS 7D CIRZTE XCX T rI S CL3 riA T ALSO 3£ USED CN SIX OF CaCRE E SLA3. NAI TAiN a' K.N. E_L. DISTA.'CE, 1 V4' X 5 5/9' X U9' ..AT 31' } W C 2' X 3' X 1/ 4' ANGZ.E 2 EAC -4 CF Riff 3EM VITA (4) 114 X 3/4' SKS TT) +&LF 3£M AND t?) 3/3' ~ X 3' LAG 3CLTS L C3) 114 X 1' SAS TTI �tiLt V z ,, w �. !CTE: '.T£4 L P R:."ETE2 C+3ER IS US-0, USE 2 SETS 1r `1/4' ANf3 F CABLE BRACING DETAIL 9' SUPER 3RAC(ET V1TH (4) 313' X 2 112' LAG TOTS TD F ASC;A Z' FASz TTP RA2 StXEt CUTTER 5" GUTTER BRACKET DETAIL QUANTITIES A3CVE ARE FIR 3 SLG DrCt3SLRES. REFER TO E'C EER'S SITE S?1:CIF'IC PUN FIR OT}£R CIND[TIENS. USE CIE SET IF CA3LES M RETI.RY VALLS FIR SANS OVER 16 FLIT. 3/8' SiIEVE A1CAR KIT KM REEF 3EAx —1/8' STAD&ESS STEEL CA3LE DCU31.1 CI?'PRESSU 4SLFEVES N APPRCYFD AS CC,MPLYING WITH THE SOUTH FLORIDA BIADING CODE DA TED L _ 7 1345 PRO •;;C CONTROL 'ASTON 3UIlOit ;G COCE COMPLIANCE 01F t,E A CCEPTANCE NO95 ( ' L - .D MIAM1flACE PRODUCT CONTROL NOTICE OF ACCEPTANCE General Screen Service Co. _14221 S. W. 140th Street Bay C Miami ,FL 33186 Your application for Notice of Acceptance (NOA) of: Aluminum Framed Screen Enclosure under Chapter 8 of the Code 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 -Dade County Building Code Compliance Office (BCCO) 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 for quality control testing. If this product or material fails to perform in the approved mariner, BCCO may revoke, modify, or suspend the use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is determined by BCCO 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.: 00- 1116.03 EXPIRES: 12/16/2005 THIS IS THE COVERSHKET, SEE ADDITIO�YAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTEE This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used_in Miami -Davie County,. Florida under the conditions_ set forth above. MIAMI DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE MI RO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUi1E 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 CON LICEN'SLNG SEC1T0N (305) 375 - 2527 FAX (305) 375 - 2558 CONTRACTOR ENFORCEMENT DIVISION (305) 375 -2966 FAX (305) 375 -2908 PRODUCT CONTROL DIVISION (305) 375 -2902 FAX (305) 372 -6339 Raul Rodriguez Chief Product Control Division Francisco I. Quintana, RA. Director Miami -Dade County Building Code Compliance Office As045000 INK2000Aternplacesinotice acceptano3 cover pave Internet mail address: postmastc {rbnildingcodeonlina Homep ge: http i/www.baildingc deonline com General Screen Service Com_..y ACCEPTANCE No.: 00- 1116.03 3. LLMITATIONS APPROVED EXPIRES NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 02/0112001 12!16/2005 1. SCOPE This renews the Notice of Acceptance No. 97 -0804.02, which was issued on December 16, 1997. It approves an Aluminum Framed Screen Enclosure, as described in Section 2 of this Notice of Acceptance, designed to comply with the South Florida Building Code, 1994 Edition for Miami - 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 This Aluminum Framed Screen Enclosure and its components shall be constructed in strict compliance with the following documents: Drawing No. 3005, prepared by Ramms Engineering, Inc., dated August 30, 1994, last revised on June 12, 1995, sheets 1 and 2 of 3 and dated June 6, 1995, sheet 3 of 3, all bearing the hfiami -Dade County Product Control Approval and Renewal stamps with the Notice of Acceptance numbers and approval dates by the Miami -Dade County Product Control Division. These documents shall hereinafter be referred to as the approved drawings All permanent set components, included but not limited to embedded anchor bolts, must be protected against corrosion, contamination and damage atall times. 4. INSTALLATION This Aluminum Framed Screen Enclosure and its components shall be installed in strict compliance with the approved drawings. 5. LABELING A permanent label with the manufacturer's name or logo, city, state and the following statement "Miami -Dade County Product Control Approved," shall be attached to the bottom of_ each cha i r ra i l 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 installation. 6.13 Any other documents required by the Building Official or the South Florida Building Code (SFBC) in order to properly evaluate the installation of this system. /A d, Helmy A. M kar, P.E.- Product Control Examiner Product Control Division 2 General Screen Service Company ACCEPTANCE No.: 00- 1116.03 APPROVED 02/0112001 EXPIRES 12/16/2005 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 1 Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documents, including test - supporting data, engineering documents, are no older than eight ( 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 stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered the evaluation of this product a. There has been a change in the South Florida Building Code affecting 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. including the c. If the Acceptance holder has not complied with all the requirements rements of this acceptance, correct installation of the product. documentation d_ The engine, who originally prepared, signed and sealed the required submitted, is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and/or manufacture of the product or process shall aunty be cause for termination of this Acceptance, unless prior written approval has been requested 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 proc other b. Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any purposes. 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 its entirely. c of this Acceptance as well P shal site 7. A copy as approved drawings and other documents, where it applies, , iii u and ,innspeciion , i the job provided to the user by the manufacturer or '+� �b t _ofs d shall be av le for � at all time. The engineer needs not reseal the copies. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Notice of Aeceptarbce consists of pages 1, 2 and this last page 3. END OF THIS ACCEPTANCE Helmy A. _akar P.E.- Product Control Ex9m Product Control Division 3 :AS 2 x 6 COLUMN 2 x 6 COLUMN x 6 COLUMN 2 x 6 COLUMN 2 x 6 COLD 0 c. tD x N C 0 x r z :AS REVISIONS x 6 COLUMN L • ) • - 0 0 7 ' 4" TOP VIEW FRONT VIEW • , . 7' - -4" W CO x N fi ••• • • • • • • • • • a • • • • • J • • • a • • • • • • • • • • • • • • • • • • • • • • sup R 'UT • • • • • • • • • • • • • • • • 1 • • • • • • • • • • J J J 5 W CO • • • • • • • • • • EXISTING RESIDENCE 44' -0" rs- LJ 0 N 6' -0" 1 /4" • 1' -O" 1 /4" • 1' -0" 0 0 0 O 0 4 - • • • • • • • • • u • • • • • • • • • • • :4 4 4 4 4 - REAR VIEW 1 /4 : 1' -0" • , 1 O 4 10" x 12" CONT. FOOTING WITH 2- #5 CONTINUOUS. PAVERS j[ FOOTING DETAIL GENERAL NOTES: 1 CONTRACTOR TO VERIFY ALL DIMENSIONS. 2. SEE ATTACHED SPECIFICATION ShiEET(S) FOR ADDITIONAL DETAILS. 3. STRUCTURE SHALL BE BUILT ACCORDING FO ATTACHED SPECIFICATION SHEETS AND DETAILS. 4 DOORS ARE OPTIONAL, CONTRACTOR TO VERIFY LOCATION. 5 DOORS TO BE SELF - CLOSING AND SELF LATCHI 6 SCREEN ENCLOSURE HAS BEEN DESIGNED BY RATIONAL ANALYSIS. THE EXISTING STRUCTURE is SUFFICIENT ENOUGH TO BEAR THE ADDITIONAL LOAD OF THE NEW SCREEN STRUCTURE. T COMPLIES WITH THE FLORIDA BUILDING CODE 2001. 8. 146 M.P.H. WIND ZONE. EXPOSURE "C" ASCE -15' HEIGHT. • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 4 • + ••• • • • 0 5 w 0 • • • • J • • • • • • • • • • • • • • • • • •• . • • • J 4 I, • • • • • • 0 0 III (f) Screen Enclosure SHEET: 1 OF: 1 2 x 6 COLUMN -J 0 0 Cfl J X N J 0 0 (0 X N 0 c. tD x N C 0 x r z 2 x 6 COLUMN • ) • - 0 0 7 ' 4" TOP VIEW FRONT VIEW • , . 7' - -4" W CO x N fi ••• • • • • • • • • • a • • • • • J • • • a • • • • • • • • • • • • • • • • • • • • • • sup R 'UT • • • • • • • • • • • • • • • • 1 • • • • • • • • • • J J J 5 W CO • • • • • • • • • • EXISTING RESIDENCE 44' -0" rs- LJ 0 N 6' -0" 1 /4" • 1' -O" 1 /4" • 1' -0" 0 0 0 O 0 4 - • • • • • • • • • u • • • • • • • • • • • :4 4 4 4 4 - REAR VIEW 1 /4 : 1' -0" • , 1 O 4 10" x 12" CONT. FOOTING WITH 2- #5 CONTINUOUS. PAVERS j[ FOOTING DETAIL GENERAL NOTES: 1 CONTRACTOR TO VERIFY ALL DIMENSIONS. 2. SEE ATTACHED SPECIFICATION ShiEET(S) FOR ADDITIONAL DETAILS. 3. STRUCTURE SHALL BE BUILT ACCORDING FO ATTACHED SPECIFICATION SHEETS AND DETAILS. 4 DOORS ARE OPTIONAL, CONTRACTOR TO VERIFY LOCATION. 5 DOORS TO BE SELF - CLOSING AND SELF LATCHI 6 SCREEN ENCLOSURE HAS BEEN DESIGNED BY RATIONAL ANALYSIS. THE EXISTING STRUCTURE is SUFFICIENT ENOUGH TO BEAR THE ADDITIONAL LOAD OF THE NEW SCREEN STRUCTURE. T COMPLIES WITH THE FLORIDA BUILDING CODE 2001. 8. 146 M.P.H. WIND ZONE. EXPOSURE "C" ASCE -15' HEIGHT. • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 4 • + ••• • • • 0 5 w 0 • • • • J • • • • • • • • • • • • • • • • • •• . • • • J 4 I, • • • • • • 0 0 III (f) Screen Enclosure SHEET: 1 OF: 1 -J 0 0 Cfl J X N J 0 0 (0 X N 0 c. tD x N C 0 x r z • ) • - 0 0 7 ' 4" TOP VIEW FRONT VIEW • , . 7' - -4" W CO x N fi ••• • • • • • • • • • a • • • • • J • • • a • • • • • • • • • • • • • • • • • • • • • • sup R 'UT • • • • • • • • • • • • • • • • 1 • • • • • • • • • • J J J 5 W CO • • • • • • • • • • EXISTING RESIDENCE 44' -0" rs- LJ 0 N 6' -0" 1 /4" • 1' -O" 1 /4" • 1' -0" 0 0 0 O 0 4 - • • • • • • • • • u • • • • • • • • • • • :4 4 4 4 4 - REAR VIEW 1 /4 : 1' -0" • , 1 O 4 10" x 12" CONT. FOOTING WITH 2- #5 CONTINUOUS. PAVERS j[ FOOTING DETAIL GENERAL NOTES: 1 CONTRACTOR TO VERIFY ALL DIMENSIONS. 2. SEE ATTACHED SPECIFICATION ShiEET(S) FOR ADDITIONAL DETAILS. 3. STRUCTURE SHALL BE BUILT ACCORDING FO ATTACHED SPECIFICATION SHEETS AND DETAILS. 4 DOORS ARE OPTIONAL, CONTRACTOR TO VERIFY LOCATION. 5 DOORS TO BE SELF - CLOSING AND SELF LATCHI 6 SCREEN ENCLOSURE HAS BEEN DESIGNED BY RATIONAL ANALYSIS. THE EXISTING STRUCTURE is SUFFICIENT ENOUGH TO BEAR THE ADDITIONAL LOAD OF THE NEW SCREEN STRUCTURE. T COMPLIES WITH THE FLORIDA BUILDING CODE 2001. 8. 146 M.P.H. WIND ZONE. EXPOSURE "C" ASCE -15' HEIGHT. • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 4 • + ••• • • • 0 5 w 0 • • • • J • • • • • • • • • • • • • • • • • •• . • • • J 4 I, • • • • • • 0 0 III (f) Screen Enclosure SHEET: 1 OF: 1 MARKI) DESCRIPTION II WIDTHIII1ElGH�ISQ.FT 60 55 IIPOS.PRESSURE�INEG.PPRS - 7.II0 -- I P.S.F. 34./3 FSUREI - 59.3/ ZONE INI - T - ALCURLNUN 9 ACCORDION 127 84 16.33 52.99 -57.63 INT 3 ACCORDION 102 70 11.34 54.29 -58.92 INT 4 ACCORDION 68 69 11.02 54.39 -59.03 INT { 5 6 ACCORDION 53 46 4.90 54.73 -59.37 INT ACCORDION 42 46 4.90 54.73 -59.37 INT 7 ACCORDION 77 69 1 1 .02 54 39 -59.03 INT 7 ACCORDION 77 X 69 1 1 .02 SQ.FT. +54.39 - -59.03 No:03 -0829.04 6 ACCORDION 42 X 46 4.90 SQ.FT. +54.73 - -59.37 N o :03 -0829.04 1 ACCORDION 60 X 55 7,00 SQ.FT. +54.73 - -59.37 No:03 -0829.04 5 ACCORDION 53 X 46 4.90 SQ.FT. +54.73 - -59.37 No :03- 0829.04 4 ACCORDION 68 X 69 1 1 .02 SQ.FT. +54.39 - -59.03 No:03- 0829.04 EXISTING RSIDENCE 2 ACCORDION 127 X 84 16.33 SQ.FT. +52.99 - -57.63 No:03 -0829.04 3 ACCORDION 102 X 70 11.34 SQ.FT. +54.29 - -58.92 No:03 -0829.04 TOP VIEW F -6iii FOR SHUTTERS 11 TOTALSQ.FT. II 246.41 1 SCOPE OF WORK: "COMBO" ALUMINUM 51 ACCEPTANCE No. 03- 0829.04 GENERAL NOTES: I . EXISTING (0- 1 5') HEIGHT RESIDENCE 2. EXPOSURE "C" 3. ' ASCE 7 -38 WIND CODE 4. I BASED ON TRIBUTARY AREA AS ShOWN 5. CONTRACTOR TO VERIFY ALL DIMENSIONS FLORIDA BUILDING CODE 2001 REVISIONS VL 0 BY: FLAN