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HomeMy WebLinkAboutSURVEYS AND BUILDING SITE PLANSSET W LOT 21 b b BLOCK 41 n " LOT 20 BLOCK 41 ILI E.i LOT 19 ` I. BLOCK 41 P cLF 013' FNO 5/8" 0 IB NO 10 0.22'SCOW W S89'57'32"E LOT 16 LOT 17 IIr 0 138.009 ./ I .-�oP OG lrn�Mi = 1011�j rA 40 _ LOT 18 / 14A1, 110.16 1,4 33_0 FND /e' 1 IB NO K CLF COR 0.10' S 0.22' W N' S 0.71' W 11 1.4 I WELL PUMP HOUSE 0 Q W O Of D Q tO QD E--1 W I A 'J` I FND 5/8" 0 ID NO ID 0.04'N 0.05'E li I to I� 0 I Iw O to LOT 19 BLOCK 42 I 'I As rs , at —15 a Pr A� p U o ffi o p N zt it 12 e to ---- •_ .t'_ $ tN 3—:1 m_9 r K x i —z— c R N+u r 4 v � $ b —X —Y — LOCATION MAP 1' 33.00' ".5Y3�ylr' _ _ .00' i _ _ TT NBO'2"W 133.00• FND 5/8- 0 FND 5/8" tl- f ' J NO ID IB & C CNR 0. ClF 0.06' S 0.18' W \: FND 2- tl 0.42 N I IP NO ID o s NI LEGAL DESCRIPTION LOTS 16, 17, AND 18, BLOCK 41, SAN LUCIE f� PLAZA UNIT ONE, AS RECORDED IN PLAT BOOK _ 5, PAGE 57, PUBLIC RECORDS OF ST. LUCIE oI I COUNTY, FLORIDA. NI 1 P FND 2" 0 I _ / IP NO IO ' w b v,_w WPP Q� BLOCK 33 _ 0a z � FND 5/8` 0 IB NO ID AC ACRE CHO CHORD EDP EDGE OF PAVEMENT I & E INGRESS & EGRESS EASEMENT N & TT NAIL & TIN TAB P PLAT PRO PRORATED S/D SUBDIVISION A/C AIR CONDITIONER CONC CONCRETE EOW EDGE OF WATER INV INVERT N & W NAIL & WASHER PB PLATBOOK R RADIUS T TANGENT ALUM ALUMINUM' CBS GONG BLOCK STRUCTURE EM ELECTRIC METER IB IRON BAR NGVD NATIONAL GEODETIC VERTICAL DATUM PCC POINT OF COMPOUND CURVATURE RAD RADIAL TCE TEMPORARY CONSTRUCTION EASEMENT AMC ANCHOR CM CONCRETE MONUMENT ES ELECTRIC SERVICE IP IRON PIPE NO 10 NO IDENTIFICATION PC POINT OF CURVATURE RRS RAILROAD SPIKE TOB TOP OF BANK APPROX APPROXIMATE CNR COULD NOT READ ELEV ELEVATION IB & C IRON BAR & CAP NTS NOT TO SCALE - PI POINT OF INTERSECTION RNG RANGE TOE TOE OF SLOPE AVE AVENUE CPP CONCRETE POWER POLE ENCL ENCLOSURE IP & C IRON PIPE & CAP NO NUMBER POB POINT OF BEGINNING RLS REGISTERED LAND SURVEYOR TWP TOWNSHIP BRG BEARING CDR CORNER X 17.00 EXISTING ELEVATION L ARC LENGTH ORB OFFICIAL RECORD BOOK POC POINT OF COMMENCEMENT RCP REINFORCED CONCRETE PIPE TRANS TRANSFORMER BLK BLOCK GOV COVERED FT FEET LE LANDSCAPE EASEMENT O/S OFFSET POE POINT OF ENCROACHMENT R/W RIGHT OF WAY TYP TYPICAL BLVD BOULEVARD CMP CORRUGATED METAL PIPE F FIELD MEASUREMENT Le LICENSED BUSINESS NUMBER OR OVERHANG PRC POINT OF REVERSE CURVATURE SS SANITARY SEWER UDE UTILTY & DRAINAGE EASEMENT BLDG BUILDING CVG CONCRETE VALLEY GUTTER FNC FENCE LP LIGHT POLE CHW OVERHEAD WIRE PT POINT OF TANGENCY SECT SECTION UE UTILITY EASEMENT BM BENCHMARK D DEED FFE FINISHED FLOOR ELEVATION LAE LIMITED ACCESS EASEMENT PG PAGE PP POWER POLE SET i.B. SET 5/0 IRON BAR & CAP 414049 U/G UNDERGROUND CAN CABLE TELEVISION BOX D/F DRAINFIELD PH FIRE HYDRANT MAC -MAG NAIL PK PARKER-KALON NAIL PUE PRIVATE UTILITY EASEMENT SET PK SET PK NAIL & WASHER }4049 WF WOOD FENCE C CALCULATED DE DRAINAGE EASEMENT FPL FLORIDA POWER & LIGHT ME MAINTENANCE EASEMENT PK & TT PARKER-KALON UAiL & TIN TAB PLS PROFESSIONAL LAND SURVEYOR S/T SEPTIC TANK WM WATER METER CB CATCH BASIN DRAINAGE FLOW FND FOUND MH yMANHOLE PK & W PARKER-KALON NAIL & WASHER R PROPERTY LINE S/W SIDEWALK WV WATER VALVE A CENTRAL ANGLE ESMT EASEMENT GOVT GOVERNMENT MHWL MEAN HIGH WATER LINE PVMT PAVEMENT PROP PROPOSED SBT SOUTHERN BELL TELEPHONE BOX WPP WOOD POWER POLE CLF CHAINLINK FIERCE EOC EDGE OF CONCRETE HSE HOUSE NL :NAIL FIRM PERMANENT REFERENCE MONUMENT • 17.00 PROPOSED ELEVATION S/F SQUARE FEET 0 DIAMETER 1. PROPERTY ADDRESS: WEST DIXIE BLVD. NOT, VALID WITHOUT THE SIGNATURE AND THE NOTES: Date of field survey: ORIGINAL RAISED SEAL OF A FLORIDA LIC SED 12,L 2006 1. Survey of description as furnished by Client. 2. CERTIFIED 0: LE5 TER BURKE „�,g co, SURVEYOR AND MAPPER. —� 2. Lands shown hereon were not abstracted for easements andlor Daf InI - rights —of —way of record. rov 3. All bearings are referenced to the South line of Block 42, STEPHEN J. B WN I calculated as N89"57'32"W, all others relative thereto. j��6��d�D r,04ed 4. Elevations shown hereon are relative to AS9UMEp G°W{� Datum , and are based on bench mark. AU6 1 5 2006 mid ti h� •.env t is r, 5. There are no above ground encroachments, unless otherwise shown. _J A 6. The National Flood Insurance Program designation as indicated on ppB4LM'OflK9 rwi'� Wv the F.EM.A. Map No. 12111C L117f:F dated 08119191 , eTa.uciEeOu ,.•flL O) locates the parcel in Zone base flood elevation NIA feet; subject STEPHEN J. BROWN, PROFES ZONAL SURY6YOR ANID MAPPER to any scaling and interpolation factors associated with mapping of this REGISTRATION NO. 4 49, S OF FLORI A accuracy. This data is an interpretation by the surveyor and is provided as a courtesy. The flood zone(s) should be verified by a determination agency. 7. Underground foundations & utilities not located unless shown. N89'57'32"W HAWTHORNE ROAD (54' R/W) (UNIMPROVED) 138.00' / W zE-4Do �M'' �^^ Do w Cl W V1 zV w O a � }- w Lli N� l.J.- W Q m H O zCr- w �; E mO O Q LIJ W Q E W IL W F W R-N' I W x >Ix �4m H DRAWN S.J.B. CHECKED S.J.B. DATE 12 20 2006 SCALE 1" = 20' JOB NO. 5225-01-01 SHEET ONE OF ONE SHEETS i S89'57'32"E 138.00' SET IS a 0 LOT 21 0, BLOCK 41 6 " VALAM( V y CDR S 0.02' LOT 16 M � v g 0.41•S 0.71' W WELL ASP Oa' �5'.M 1� PUMP HOUSE LOT 20 N BLOCK 41 I waT�� �A�Q.at LOT 17 I Imp N�15'tr F_ , d•1 e ray 2k.o' iM`-�ir�olo• w�w3s o' \ I3 pRap�s WUG LI.1 LAC-1..� tto I�PpR p 1' nr>; T:— 1 O \ A4 .AIAf3 t, L? lP i Q - 'S Ci •O� —,$ LOT 9 0 l \ 0 aF " BLOCK 4-1 �, I 0.40' W �A(.APT O I�, �AtZtA I = R3, NFIL. 14 p`wrsK 1'oeE 33_00 END /8. 0 IB NO ID 0.10'S 0.22'W Ixlg9 (PA o,lr 0 O Q to FAARM4 ' 04 I W IFF�---l� O o O P� m V H V1 N � I 4 ' 1Xu -Q* I ILE, COPY I END 5/8. 0 IB NO ID 0,04' N 0.05 E I� I Oo WELLS ��E1 wlrntA -1s LOT 19 BLOCK 42 �N t _- b A t7 S ,9_r - i b $ "R J7 !D. _ b_ bra 20 g ROAD 31 aAV R� utry Is 23 ?' I___- t° $ 3 -L_- - • RIj�—T jr $1 a —sR--y- 2. N e J LOMfftL ,ma's —T1. LOCATION MAP MIN, SETBACK REQ. FRONT 25 &ID14 CNR $10 RRAR ifVA.1_-- - CLF p �-_ • Q V- 0.13' S 0.04' E DDr�i.�� 1' 33.00' .00, 1 NB9"SY32'W 133.00' / END 5/8- 0 r " r END 5/8. 0 / '1)a --*END 5/8• IS NO ID N89 57 32 W 13$.00 ICLFS NO w C1�41 FND 2- / IS @ C CNR 0.22' S 0.16' W 0.42' N I I IP NO ID "� NI LEGAL DESCRIPTION LOTS 16, 17, AND 18, BLOCK 41, SAN LUCIE HAWTHORNE ROAD I PLAZA UNIT ONE, AS RECORDED IN PLAT BOOK _ 5, PAGE 57, PUBLIC RECORDS OF ST. LUCIE (54' R/W) (UNIMPROVED) 's I COUNTY, FLORIDA. NI � ✓t:L.ucic �;nuni� "-i 1 y vli — — — — — — -- — — — _- END 2- • ! IvSaTni "c,i �!� i9+ �1r oPl 1 IP NO 10' W G (D c- I Ia hI E��S If,: WI`1 I'TIA I C5 W � 8 �_� n IDS[' b� ► ' `� . m BLOCK 33 s o 5/8- a NO ID A0 ACRE CHD CHORD EDP EDGE OF PAVEMENT I & E, 4",RESS & EGRESS EASEMENT N & TT NAIL & TIN TAB P PLAT PRO PRORATED S/D SUBDIMSION A/C AIR CONDITIONER CONC CDNCRETE EOW EDGE OF WATER INV '..;eti IT N & W NAIL & WASHER PB PLATBOOK R RADIUS T TANGENT ALUM ALUMINUM CBS CDNC. BLOCK STRUCTURE EM ELECTRIC METER IB IRM BAR NGVD NATIONAL GEODETIC VERTICAL DATUM PCC PONT'OF COMPOUND CURVATURE RAO RADIAL TGE TEMPORARY CONSTRUCTION EASEMENT ANC ANCHOR CM CONCRETE MONUMENT ES ELECTRIC SERVICE IP IRON PIPE NO 10 NO IDENTIFICATION PCPOINT OF CURVATURE RRS RAILROAD SPIKE TOB TOP OF BANK APPROX APPROXIMATE CNR COULD NOT READ ELEV ELEVATION IB & C $RON BAR & CAP NTS NOT TO SCALE PI POINT OF INTERSECTION RNG RANGE TOE TOE OF SLOPE AVE AVENUE CPP CONCRETE POWER POLE ENCL ENCLOSURE IP & C VON PIPE & CAP NO NUMBER POS .POINT OF BEGINNING RLS REGISTERED LAND SURVEYOR TWP TOWNSHIP BRG BEARING CDR CORNER X 17.DO EXISTING ELEVATION L ARC Le.NGTH ORB OFFICIAL RECORD BOO( POC POINT OF COMMENCEMENT RCP REINFORCED CONCRETE PIPE TRANS TRANSFORMER BLK BLOCK COV COVERED - FT FEET LE LANDSCAPE EASEMENT O/S OFFSET POE POINT OF ENCROACHMENT R/W RIGHT OF WAY TYP TYPICAL BLVD BOULEVARD CMP CORRUGATED METAL PIPE F FIELD MEASUREMENT LB UCENSED BUSINESS NUMBER ON OVERHANG PRC POINT OF REVERSE CURVATURE SS SANITARY SEWER UDE UTILITY & DRAINAGE EASEMENT BLDG BUILDING CVG CONCRETE VALLEY GUTTER FNC FENCE LP UGHT POLE OHW OVERHEAD WIRE PT POINT OF TANGENCY SECT SECTION UE UTILITY EASEMENT BM BENCHMARK D DEED FEE FINISHED FLOOR ELEVATION LAE LIMITED ACCESS EASEMENT PG PAGE PP POWER POLE SET I-B- SET 5/8 IRON BAR & CAP W49 U/G UNDERGROUND CAN CABLE TELEVISION BOX D/F DRAINFIELD FH FIRE HYDRANT MAG MAC NAIL PK PARKER-KALON NAIL PUE PRIVATE UTILITY EASEMENT SET PK SET PK NAIL & WASHER f4049 WE WOOD FENCE C CALCULATED DE DRAINAGE EASEMENT FPL FLORIDA POWER & UGHT ME MAINTENANCE LASEMENT PK & TT PARKER-KALON NAIL & TIN TAB PLS PROFESSIONAL LAND SURVEYOR S/T SEPTIC TANK W4d WATER METER CB CATCH BASIN DRAINAGE FLOW END FOUND MH MANHOLE PK & W PARKER-KALON NAIL & WASHER E PROPERTY UNE S/W SIDEWALK WV WATER VALVE A CENTRAL ANGLE ESMT EASEMENT GOVT GOVERNMENT MHWL MEAN HIGH WATER LINE PVMT PAVEMENT PROP PROPOSED SET SOUTHERN BELL TELEPHONE BOX WPP WOOD POWER POLE _ CUE CHAINUNK FENCE EOC EDGE OF CONCRETE HSE HOUSE NL NAIL PRM PERMANENT REFERENCE MONUMENT • 17.00 PROPOSED ELEVATION S/F SOUARE FEET 0 DIAMETER 1. PROPERTY ADDRESS: WEST DIXIE BLVD. NOT VALID WITHOUT THE SIGNATURE AND THE NOTES. Date of field survey. 12,117, 2006 ORIGINAL RAISED SEAL OF A FLORIDA LI NSED 1. Survey of description as furnished by Client. 2. CERTIFIED TO: SHELL RAZORS, INC. SURVEYOR AND MAPPER. 2. Lands shown hereon were not abstracted for easements and/or ��71�Y - rights -of -way of record. S'EPHEN J. yy 1�1 c, 3. All bearings are referenced to the South line of Block 42, calculated as N89"57'32"W, all others relative thereto. 4. Elevations shown hereon are relative to A�UMED Datum AIIIIIIIIIIISM, and are based on bench mark. 5. There are no above ground encroachments, unless otherwise shown. 6. The National Flood Insurance Program designation as indicated on the F.E.M.A. Map No. 12111C 0176F , dated 08119191 . locates the parcel in Zone __XL, base flood elevation NIA feet; subject STEPHEN J. BROWN, P OFESSI -SURVEYfP AND MAPPER to any scaling and interpolation factors associated with mapping of this REGISTRATION 4 , STATE OF LORIDA accuracy. This data is an inter retation by the surveyor and is provided as a courtesy. The flood zone) should be verified by a determination agency. 7. Underground foundations & utilities not located unless shown. THE GENERAL SLOPE OF THE PROPERTY, RECORDED EASEMENT FROM THE RECORD PLAT, FILLED AREAS AND DRAINAGE FEATURES ARE AS SHOWN. GO ,It CM w CID z N� �C1 U Qz� z W O� u a . � � � O W z Cr to _j a� Q , Qw zA 0 �Cr z 0 H �� W W (� Ld IP . W W zg E. w W 0x � x w� a �ri) V1 � DRAWN S. J. B. CHECKED S.J.B. DATE 12 20 2006 SCALE 1" = 20' JOB NO. 5225-01-01 SHEET ONE OF ONE SHEETS Y, , �tr i d i. it � Y �I - �ti 11Y'� Y� 24'-8" 29'-0" 4-4" 3'-2" 10'-0" L 3'-2" L 4'-0' '-4" 3'-2" 6'-10" 4-6" 6'-4" 2'-4" 4'-6" 25 SH 25 SH { (EGRESS) (EGRESS) �` -- ■ Iflll!IINIIIIII ■ ■ I "I III I I III 1'I I I I IIII ■ ■ IIII IIII I ■ — a _ = I = I 4'-0' X 6 -8' BF ° �I N 8" _ 0'-B,. 4• 2.1 0" 4� n 10'-0" BEdR00M J -I BEDROOM 2T o v D0o 6 — 5'-4' 4"L l'-6„ 4'- 0' X 6'- F 0 ` It ` I I —jr w ----R&S �JBF 9'-6" j- - PLAN ---- --- - -- --- SHELF , TOP o NI - 4•_10v <" 3•_4" 4" +8'-6 12'-0" --- ---- �, FA MIL Y ROM PA TO e 10'-21CL'G. HT. `F N R & s- m 4., -.------- ry --- ,I ry 42" COUNT E W/ KNEE WALL o BF BELOW o -- -- - 34 SH W .- 24 SH qT 35 SH SAFETY _ -4" 4 �� I II I IIII III ■ ■ 111111 III ■ SIR I II FANc , °j[�OAFE Y= HB h LEN .p 5 ROM 4 ow OBL. SINK B � " X , DINING ROOM o W/ DISP 4' 2'-O Z" 4 10'-21 ' CL O.. HT. o �- o KITCHEN 1 N ) 42" HIGH ` xw CABS. 10'-2I"CL'C. HT. e I PARTITION ry� 11'-0' 6 -1 4" 3'-4" 4" 9'-8" RANG-_.�Il6R EAWWAu I 4" 10'-6" 4 '-6 3'-4 0 (J'- 4"h —.--- , -- e 2'-8" X 6=B'— ABOVE i o 3'--1" 3'-6" VENT DRYER THRU I ooe h 3 - R00 TO EXTERIOR SHELF --J -- ■ T A�C = i 0 ) ------ -�-- POCKET 8 UNNOC. ® ■ \E�\I A D. 2• X 6"-B v v mow. I j I I C CLOSER 2'-6' X 6'-8" h 9F. PRONDE 114" n a ry N , WATER LINE ` 7 N. INSULATION FLOOR SLAB MASTER SUITE LIVING ROOM 1O'-2� a 10'-2 " CL G HT. _ y I I 2'- X 6' 8" 8' 11,-0.� 7, 4., 4" 3•-4" 2'-0" ` 8'-4" 3'->1 4" �6" f'-71" 4'BF 11'-0"I B _ -. L -----107 22' X54' ATTIC N HB I ACCE S FOYER PLANT o lJw/. C =I ^ SHELF I o' f0'-2I'CL'G HT. +BP6�' f0 CLG. H 2-CAR GARAGE m; R & s ■ MT'WS ■ I I ■ ■ Illilll!lil II'1 II'Il I IIII I I III II ■� j7 °a(2) 26 SH W/ a SAFETY GLASS _ ry ---- --. - - ----�- --I = (IMPAC8 I I �s tihy� h — 7 NTRY I El- r 25 SH EGRESS P - I In C9 I - oll I i I a I - = 4'-6" f2" 16'-0" X ;"-0" O.H. DOOR q1 I l'-8" 16-O" 1'-8" 3'-4" 4'-5" 6'-2" _ 9=1" 3'-2" a'-0" 4'-6" 3'-2' TYPE DESIGNATION F = FILLED WITH GROUT / U - UNFILLED QUANTITY OF #5 REBAR AT BOTTOM OF LINTEL CAVITY 8F16-1 B/1 T NOMINAL WIDTH J L QUANTITY OF k5 NOMINAL HEIGHT J REBAR AT TOP FLOOR PLAN NOTES: 1. ALL HEIGHTS ARE RELEVANT TO FINISH FLOOR ELEVA7701V (+0'-0) UNLESS N07ES OTHERWSE 2 ALL CEILING HEIGHTS ARE + 8'-2 112" A.F.F. UNLESS NOTED OTHERWISE J. ALL ANGLES ARE EITHER 45? OR 901 UNLESS NOTED OTHERWSE 4. PRONDE R-11 INSULATION IN ALL PLUMBING WALLS (VERIFY W/ OWNER) 5. ALL BEDROOM WINDOWS TO CONFORM W/ EGRESS CODES 6. ALL CLOSET SH£L NNG SHOWN ON THIS DRAWING IS FOR ILLUSTRA 7701V ONLY (WRIFY EXACT LAY -OUT W/ OWNER) WINDOW SILL REQUIREMENTS _ ° J z 7-5/8"ACTU B" NOMINAL WIDTH ALL WINDOW SILLS ARE TO BE POURED IN PLACE CONCRETE. SIZE MAY VARY ACCORDING TO BLOCK COURSING. MAXIMUM SILL TO BE 8"X8" W/ 1#5 CONT. DOWEL INTO FILLED CELLS ON EITHER SIDE OF WINDO NO STEEL REQUIRED FOR SILLS 6" IN L EPTH OR LESS. WALL LEGEND I I I I I I DEN07ES B' CONC. BLOCK WALL DENO7ES 2 x 4 WD. STUDS 0 24- O.C. (OR 3-5/8- METAL STUDS) W/ 1/2" GYP. WALLBOARD £A. SIDE DENO TFS 2 x 4 WD. STUDS 0 24. O.C. (OR 3- 5/8' METAL STUDS) W/R-II SA TT INSULA 77ON & 1/2" GYP. WALLBOARD' W/ R-11 BATT INSULA7701V MIN(1 B1 REO'D P 1-1/2" CLEAR /5 REBAR AT BOTTOM OF LINTEL CAVITY BOTTOM REINFORCING PROVIDED IN LINTEL (VARIES) THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO - CpmKy vAY" ALL APP41pApIA 00010, ATTIC VENTILATION REQ'TS: ROOF AREA / 150 S.F. VENT AREA REQ'D. 2,059 S.F. / 150 S.F. = 13.73 S.F. REQ'D. 7"X22" SCREEN VENT = 0.875 NET S.F. OF AREA 13.73 S.F. / 0.875 S.F. = 15.69 VENTS REQ'D. ROOF OVERHANG PERIMETER / 8'-0" O.C. SPACING = # OF VENTS PROVID 221'-9" / 8'-0- = 28 VENTS PROVIDED AREAS: FIRST FLOOR LIVING 1,628 S.F. GARAGE' 403 S.F. COVERED ENTRY 28 S.F. TOTAL 2,059 S.F. FLOOR PLAN 1/4 - 1 -0 SCOTT D. DYER ARCHITECT, P.A. AA C001929 AR 0011551 2441 QUANTUM BOULEVARD BOYNTON BEACH, FLORIDA 33426 (561) 641-7575 THIS DRAWING, AS AN INSTRUMENT OF SERVICE IS THE PROPERTY OF THE ARCHITECT AND IS NOT TO BE USED ON OTHER WORK, REPRODUCED IN WHOLE OR IN PART, WITHOUT THE ARCHITECT'S EXPRESS WRITTEN CONSENT. TO THE BEST OF MY KNOWLEDGE, THE DRAWINGS AND SPECIFICATIONS SUBMITTED HEREWITH, COMPLY WITH EXISTING INTERPRETATIONS AND PROVISIONS OF THE APPLICABLE BUILDING CODES IN EFFECT AT THE DATE SHOWN BELOW. NO WARRANTY EXPRESS OR IMPLIED IS —HEREBY GIVEN. ----- --� COPYRIGHT 0 2006 SCOTT D. DYER A. HITECT, P.A. ALL RIGHTS RES D JAN 2 9 2007 I REVISIONS COMM. NO. 06-031 DATE 28 DECEMBER 2006 00 MAYFAIR MODEL B Y: ATLANTIC COAST HOMES, INC. LOTS 16, 17, 18, BLOCK 41 1 SCANNED ST. LUCIE COUNTY, 1 Lucie County FLORIDA SHEET A-3 OF 6 4 GENERAL CONSTRUCTION NOTES: I. ALL CONSTRUCTION SHALL CONFORM TO ALL CODE REGULATIONS AND RESTRICTIONS HAVING JURISDICTION. IFLORIDA BUILDING CODE, 2006 SUPPLEMENTS FLORIDA MECHANICAL CODE, 2006 SUPPLEMENTS FLORIDA PLUMBING CODE, 2006 SUPPLEMENTS FLORIDA FIRE PREVENTION CODE, I-1-05 EDITION N.F,P.A. NATIONAL ELECTRIC -CODE 2, CONTRACTOR SHALL VERIFY ALL DIMENSIONS ON THIS PROJECT (INCLUDING SITE CONDITIONS) PRIOR TO BEGINNING CONSTRUCTION. NOTIFY ARCHITECT IN WRITING IMMEDIATELY OF ANY DISCREPANCIES, OR THE CONTRACTOR SHALL ACCEPT FULL RESPONSIBILITY FOR ANY ERRORS OR OMISSIONS. DIMENSIONS TAKE PRECEDENCE OVER SCALED DRAWINGS. 3. .THESE DRAWINGS HAVE BEEN DESIGNED AND NOTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA MODEL ENERGY EFFICIENCY CODE. THE CONTRACTOR SHALL FAMILIARIZE HIMSELF WITH, AND BUILD IN ACCORDANCE WITH, ALL PROVISIONS OF THAT CODE. 4. DOOR AND WINDOW UNITS SPECIFIED ARE GENERIC IN SIZE AND OPERATION, AND WILL VARY DEPENDING ON THE MANUFACTURER SELECTED BY THE CONTRACTOR. CONTRACTOR TO PROVIDE POUCH OPENING DIMENSIONS. ALL DOOR AND WINDOW UNITS SHALL BE CAULKED AND WEATHER STRIPPED. WINDOW UNITS SHALL DISPLAY LABELS SHOVING COMPLIANCE WITH THE ENERGY CODE. 5. ALL PRODUCTS AND MATERIALS SHALL BE APPLIED OR INSTALLED ACCORDING TO MANUFACTURER'S PUBLISHED INSTRUCTIONS, OR IF NO INSTRUCTIONS EXIST, APPLY OR INSTALL AS PER STANDARD INDUSTRY PRACTICE. 6. SUBMIT A COPY OF THE CONTRACT DOCUMENTS (THAT WERE ISSUED FOR PERMIT) TO THE ARCHITECT WHEN RETURNED BY THE BUILDING DEPARTMENT AFTER PERMIT IS ISSUED. THIS WILL ALLOW THE ARCHITECT TO INCORPORATE ANY BUILDING DEPARTMENT MODIFICATIONS INTO THE CONTRACT DOCUMENTS PRIOR TO START OF CONSTRUCTION. 7. DOOR AND WINDOW MANUFACTURER SHALL PROVIDE SHOP DRAWINGS TO THE ARCHITECT FOR REVIEW PRIOR TO FABRICATION. 8. ALL WOOD IN CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE TREATED. q. A/C CONTRACTOR TO VERIFY SIZE AND LOCATION OF ALL AIR-CONDITIONING, VENTILATION EQUIPMENT, AND DUCT -WORK. 10. TRUSS MANUFACTURER SHALL SUBMIT SHOP DRAWINGS AND ENGINEERING CALCULATIONS TO THE ARCHITECT FOR REVIEW POOR TO FABRICATION, ENGINEERED CALCULATIONS SHALL BE SIGNED AND SEALED BY A FLORIDA REGISTERED ENGINEER. II. TRUSSES TO BE DESIGNED TO ACCEPT LOADS OF ATTIC LOCATED A/C SYSTEMS AND OTHER MICSELLANEOUS EQUIPMENT. COORDINATE LOCATIONS WITH CONTRACTOR PRIOR TO FABRICATION AND INDICATE EQUIPMENT ON TRUSS DRAWINGS (IE: MECHANICAL ROOMS). 12. ARCHITECT ACCEPTS NO RESPONSIBILITY FOR STRUCTURAL BEAMS, COLUMNS, AND FOOTINGS UNTIL REVIEW OF TRUSS DRAWINCS AND ENGINEERED CALCULATIONS SIGNED AND SEALED BY A FLORIDA REGISTERED ENGINEER. 13. CONTRACTOR SHALL NOTIFY THE ARCHITECT (IN WRITING) IMMEDIATELY OF ANY ERRORS AND OMISSIONS ON THESE DRAWINGS. GENERAL STRUCTURAL NOTES: I. ALL FOOTINGS HAVE BEEN DESIGNED FOR A SOIL BEARING CAPACITY OF 2,500 P.S.F. IN NATURAL STATE OR AFTER SOIL STABILIZATION. 2. ALL SAND FILL SHALL BE COMPACTED TO A MINIMUM OF q5% DENSITY AND TREATED FOR TERMITES FOR A DISTANCE OF 5-0" FROM PERIMETER OF ALL FOOTING OR SLAB EDGES. 3. COMPRESSIVE STRENGTH OF CONCRETE AS FOI.LOWS: A. FOOTINGS AND SLABS 2,500 PSI. C 28 DAYS. B. BEAMS AND COLUMNS 3,000 P.S.I. C 28 DAYS. 4. MINIMUM CONCRETE COVER OVER REINFORCING AS FOLLOWS: SLAB - 3/4" BEAMS & COLUMNS - 1-1/2" TIE CODUMNS - 3/4" FORMED CONCRETE BELOW GRAPE - 2" UNFORMED CONCRETE BELOW GRADE - 3" 5, DOWELS FOR COLUMN AND WALL REINFORCING TO FOOTING ARE TO BE SAME SIZE AND NUMBER AS VERTICAL BARS ABOVE. 6. VERTICAL CELLS FOR MASONRY TO BE GROUTED SHALL HAVE VERTICAL ALIGNMENT SUFFICIENT TO MAINTAIN A CLEAR, UNOBSTRUCTED CONTINUOUS CELL. PROVIDE CLEAN -OUT OPENINGS AT BOTTOM OF GROUTED CELLS AT EACH LIFT. CLEAN -OUTS SHALL BE SEALED AFTER CLEANING AND INSPECTION, AND BEFORE GROUTING. 7. PROVIDE A GROUTED CELL WITH ONE #5 VERTICAL AT BEARING POINT OF EACH GIRDER TRUSS (IN A MASONRY WALL) IF NO OTHER COLUMN IS DESIGNATED. S. TIE BEAMS TO BE DROPPED AS REQUIRED (28" MAXIMUM) C DOOR AND WINDOW HEADS. ADD 2#5 BOTTOM IF DROP EXCEEDS 8". q. ALL REINFORCING STEEL SHALL BE CRAPE 60 (60,000 P.S.I.) UNLESS NOTED OTHERWISE. 10. REINFORCING STEEL SHALL BE LAPPED 30 BAR DIAMETERS MINIMUM WHERE SPLICED, AND SHALL BE SEPERATED FROM OTHER BARS BY A MINIMUM OF ONE BAR DIAMETER AND WIPED TOGETHER. II, PROVIDE CORNER BARS WITH SAME SIZE AND NUMBER AS THE HORIZONTAL BEAM REINFORCING AT EACH FACE. LAP 30 BAR DIAMETERS MINIMUM. 12. ANCHOR ALL BEARING AND EXTERIOR FRAME \VALLS TO SLAB AS PER CODE. 13, ALL STRUCTURAL LUMBER TO HAVE A MINIMUM FIBER BENDING STRESS AND MODULUS OF ELESTICITY AS FOLLOWS.' A. BEAMS, RAFTERS, JOISTS, & HEADERS= (FB=1400 P.S.I., E= 1500 K.S.I,) B. ALL OTHER LUMBER= (FB=1150 P.S.I., E=1400 K.5.1.) 14. ALL BEARING AND EXTERIOR FRAME WALLS SHALL BE 2X6 OR 2X4 WOOD STUDS (WALL SIZE AS NOTED) C 16" O.C. (ALL OTHER WALLS C 24" O.C.) WITH DOUBLE TOP PLATE AND SINGLE PRESSURE TREATED BOTTOM PLATE. STRAP ALL STUDS TO PLATE AS PER CODE. STRAP ALL TRUSSES, JOISTS, AND RAFTERS TO WALL AS PER CODE. 15. PROVIDE (3) 2X6 OR (3) 20 WOOD STUDS (WALL SIZE AS NOTED) C ALL CORNERS OF ALL BEARING AND EXTERIOR FRAME WALLS. 16. PROVIDE (2) 2X6 OR (2) 2X4 WOOD STUDS (WALL SIZE AS NOTED) C EACH SIDE OF ALL DOOR AND WINDOW OPENINGS OF ALL BEARING AND EXTERIOR FRAME WALLS (UNLESS NOTED OTHER\VISE), 17. PROVIDE (2) 2XI2 WOOD HEADER C ALL DOOR AND WINDOW OPENINGS OP ALL BEARING AND EXTERIOR FRAME WALLS (UNLESS NOTED OTHERWISE. 18. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE VERTICAL AND HORIZONTAL SHORING AND BRACING OF ALL CONSTRUCTION T0. SUPPORT ALL CONSTRUCTION LOADS. Iq. PROVIDE IX4 WOOD BRACING C 8'-0" O.C. (AS PER CODE) AT THE BOTTOM CHORD OF TRUSSES AND AS OTHERWISE CALLED FOR ON THE TRUSS DRAWINGS. 20.CONTRACTOR SHALLPROVIDE CONNECTION HARDWARE THAT WILL PROPERLY JOIN ALL WOOD AND TIMBER MEMBERS TO EACH OTHER AND TO .THEIR GENERAL PLUI"ISING NOTES: I. ALL GRAVITY LINES SHALL HAVE A SLOPE OF 1/5" PER LINEAR FOOT (UNLESS NOTED OTHERWISE). 2. VERIFY SIZE, LOCATION, ELEVATION, AND CONNECTION OF WATER METER AND SEVER LATERAL WITH THE CITY UTILITY DEPARTMENT PRIOR TO INSTALLING ANY PIPE.' 3. PROVIDE A CLEAN -OUT C BASE OF ALL WASTE STACKS. 4. PROVIDE SCALD PREVENTATIVE VALVES IN ALL SHOVERS. JIl 2" VTR J OW ` 2" STUDDOR I-I/2" LAV DBL. SINK VENT W/ DISPOSAL I-1/2" 3" CO 2" CO 1 TUB W/ SH JII, 3" ._3" VTR 4" W SHER CO CO TO 9mm GAL. SEPTIC TANK W/ 210 Sr- DRAINFIELD 4 1200 S.F. DRAINAGE RESERVE. CITY OF PORT Sr. LUCIE BUILDING DEPARTMENT PRODUCT APPROYAL SUBMITTAL. Ar-II IT' BUILDING PERMIT: BUILDING ADDRESS: g182 WEST DIXIE BLVD. CONTRACTOR: ATLANTIC COAST HOMES, INC. OPENING SCHEDULE: SWING DOORS, OVERHEAD DOORS, SLIDING DOORS, FIXED GLASS, WINDOWS & SKYLIGHTS: OPENING PRODUCT MODEL # MANUFACTURER GLASS ATTACHMENT METHOD BUILDING DESIGN PRODUCT DESIGN D DESCRIPTION TYPE, SIZE, SPACING & EMBEDMENT PRESSURE PRESSURE GARAGE O.H. DOOR 73 CLOPAY N/A 2X6 P.T. W/ (MIN. 6) 3/8" X 1-3/4" +31 PSF -37 PSF +42 PSF -45 PSF EMBED PAWL LOK/BOLT (5000 SERIES) ® 12" O.C. VERT. (JAMBS ONLY) FOYER SWING DOOR PREMIUM THERMA-TRU N/A 2X6 P.T. BUCK W/ 3/16" PIA. TAPCONS +34 PSF -37 PSF +60 P5F -60 PSF (IMPACT) (MIN. 1-1/4" EMBED INTO GONG) JAMBS ® 4 , 20 1/4 50-1/8 , & 7q-I 4 DOWV FROM HEADER. SILL C 4" EA. END & CENTER LINE KITCHEN SINGLE HUNG BETTER BUIL MI HOMES 3/16" ANNEALED IX3 P.T. BEVELED SPACER W/ 3/16" +34 PSF -37 PSF +42 PSF -42 PSF 0155SH / PRODUCTS PIA. X 2-3/4" TAPCON5 (EMBED INTO CONC.) PROVIDE 6) TAPCONS EA. JAMB 031855H & (3) EACH ® HtSAP OF SILL M. B6.IH SINGLE HUN BETTER BUIL MI HOMES I/8" ANNEALED IX3 P.T. BEVELED SPACER \V/ 3/16" +34 PSF -37 PSF +56.7 PSF -6q.3 PSF DI855H/ PRODUCTS PIA. X 2-3/4" TAPCONS (EMBED INTO 031555H CONIC.) PROVIDE 6) TAPCONS EA. JAMB & (3) EACH C H AD OF SILL BATH #2 SINGLE HI BETTER BUIL MI HOMES 1/8" TEMPERED IX3 P.T. BEVELED SPACER W/ 3/16" +36 PSF -3q PSF +56.7 PSF -6q.3 P5F 0I855H/ PRODUCTS PIA. X 2-3 4" TAA(PCONS (EMBED INTO 031555H CONC.) (3))EARCH�®EHEA)D OFCSILL EA. JAMB FAMILY SINGLE HUNG BETTER BUIL MI HOMES 3/16" ANNEALED IX3 P.T. BEVELED SPACER W/ 3/16" +34 PSF -42 PSF +42 PSF -42 PSF ROOM, (EGRESS) DI855H/ PRODUCTS PIA. X 2-3/4" TAPCONS (EMBED INTO M. SUITE, OL" 35SH CONC.) PROVIDE �q) TAPCONS EA. JAMB & (3) EACH C H AD OF SILL BR #2, BR#3, BR J14 M. BATH SINGLE LUNG BETTER BUIL MI HOMES 1/8" TEMPERED IX3 P.T. BEVELED SPACER W/ 3/11 +34 PSF -37 PSF +56.7 PSF -6q.3 PSF DI855H/ PRODUCTS DIA. X 2-3/4" TAPCONS (EMBED INTO CONIC.) PROVIDE (6) TAPCONS EA. JAMB 03185SH & (5) EACH ® HEAD OF SILL FAMILY SLIDING GL. SERIES MI HOMES 3/16" TEMPERED IX4 P.T. SPACER W/ 3/16" DIA. TAPCONS TAPCONS (MIN. 1-1/4" EMBED INTO +31 PSF -36 PSF +70 PSF -70 P5F- PRODUCTS CONIC.) PROVIDE (3) TAPCONS IN EA. 440 HEAD & SILL. PROVIDE (5) TAPCONS IN EACH JAMB. BETTER BUIL MI HOMES IX3 P.T. BEVELED SPACER W/ 3/16" PIA. X 2-3/4 TAPCONS, (EMBED INTO +32 PSF -35 PSF +42 PSF -42 PSF LIVINF SINGLE HUNG D185SH/ PRODUCTS 3/16" ANNEALED CONC.)())EA. JAMB 031855H & IiD HEAD 0P SILL BETTER BUIL MI HOMES IX3 P.T. BEVELED SPACER W/ 3/16" PIA. X 2-3/4" TAPCONS (EMBED INTO 134 PSF -37 PSF +42 PSF -42 PSF DINING SINGLE HUN D185SH/ PRODUCTS 3/16" ANNEALED CONIC.) PROVIDE (q) TAPCONS EA. JAMB P31855H & (5) EACH ® HEAD OF SILL PRODUCT MODEL # MANUFACTURER ATTACHMENT METHOD BUILDING DESIGN PRODUCT DESIGN TYPE, SIZE, SPACING, EMBEDMENT & STIFFENER ETC. PRESSURE PRESSURE, MULLIONS " X STD. PGT "X4"X0.125" MULL. \V// ((4) ANCHORS PER END. +34 PSF -42 PSF +81 PSF --al PSF. USE 3/16" PIA. TAPCON5 (MIN. 1-I/2" EMBED INTO CONC.) . WALL MULLION f:00F ROYAL G.A.F. 1-1/4." GALVANIZED SMOOTH SHANK COIL ROOFING NAILS. SEE SCHEDULE MIAMI DDE ACCEPT # SOVEREIGN 6 PER SHINGLE W/ MINIMUM PENETRATION OF 3/4". ON SHEET A-4 # 03-021q.04 5101NG N/A SOFFIT N/A HURRICANE PANELS 24 CA. STEEL BROWARD HURRICANE 1/4" DIA. TAPCONS 'L9 4" O.C. (MIN 2" EDGE DISTANCE) +36 PSF -43 PSF +43 PSF -43 PSF < q'-61'_H7. PANEL INTO CONCRETE PANEL (TYPN® HE DER &DSILLTONLY) JURLSDICTION: ST. LUCIE Y, FLORIDA CODE: FBC 200442ooc, 5UppL.EMEvT5 EC 2�SZ DI*FE PROJECT NAME: MAYFAIR MODEL ARCHITECT / ENGINEER SCOTT D. DYER ARCHITECT, P.A. TYPE OF CONSTRUCTION: CBS X FRAME BUILDING, DESIGNED: ENCLOSED X OPEN WIND SPEED (3 SECOND. GUST): 130 MPH 140 MPH X ASCE CATEGORY: 2 (SINGLE FAMILY HOUSE)X OTHER EXPOSURE: B I IMPORTANCE, FACTOR: MEAN BUILDING HEIGHT 12'-5" FT OVERHANG -4" FT ROOF PITCH 5 /12 COMPONENTS & CLADDING WIND PRESSURES SEE ELEVATIONS ROOF DEAD LOAD 15 P.S.F: (SHINGLES) (TILE) FRAMED FLOOR LIVE LOAD N/A PSF DEAD LOAD N/A PSF SHUTTERS:, YES X NO IMPACT RESISTANT: YES NO X WCEALEO FASTENERS OR ATTACHMENTS jjIgRESPONSIBILf(Y Of THE ''�4N�tACTCAtMF" RECOAO 2" �3` 'ir" 2"RE-VENT 2" VTR J I � / 'LAV I LAV SH 2" CO 1_1/2' p" 2" 2" CO A 2" 2° TUB PLUMBING RISER I HAVE REVIEWED THE ABOVE PRODUCT APPROVAL INFORMATION AND APPROVED IT.(SEALED BY ARCHITECT OR ENGINEER OF RECORD) NAME: SCOTT D. DYER/ SIGNATURE: K CERTIFICATION NUMBER: AR 0011551 DATE: 12-213-06 Sr f�?U7 27'-0" m 0 I O I N 0 M N. 00°00'00® E. 150.00' 15' REAR BUILDING SETBACK - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I I j THESE PLANS AND ALL PROPOSED WORK j Cl ARE SUBJECT TO ANY CORRECTIONS m DENOTES PROPOSED LOCATION REQUIRED BY FIELD INSPECTORS THAT o of 900 UAL. SEPTIC TANK w/ MAY BE NECESSARY IN ORDER TO I cna 210 S.F.DRAINFIELD 4 1200 S.F. m QiOMRLYWITH ALL ARPLICAIA�.ECODEr, DRAINAGE RESERVE. (MIN. 5'-m" FROM ® Plln ALL CONST. AND PROPERTY LINES).co co I I LU co \ I hm / GONORETE SLAB \ \ co 30'-0" / I 53' 5",( Gb L.O.A.) 66'-4" / OPOSED ONE STORY G .S. 7 I ESIDENCE W/ ILANDSC SCREEN I / I / I � I � I l b \ OWGST LIVING LGVGL • MINIMUM 18" ABOVE GROWN \\ ROAD CVERIFY Wl DEED TRICTIONS 4 GO.VERNIN \ 'TS) I\ _---------- ------------------- I� O 1 I 25' FRONT BUILDING 1 1T-0" SETBACK 1 DENOTES LOCATION OF EXIST'G. WELL PUMP HOUSE (MIN. 711 SEPTIC SYSTEM) S. 00°00'00" E. 1150.00` 2.0' CURB & CUTTER / \ TURN -OUT / \ AS REQ'D. / \ APPROX. EXTENT \ L� S ll DI IE BOULEVARD OF PAVEMENT/ \\ DIRT ROAD 66' RIGHT OF WAYoll \ / \ / \ / 4 7BUILDIN E Ty I ION e D ------- CE R SITE AREA CALCULATIONS: TOTAL SITE AREA = 20,700 S.F. TOTAL RESIDENCE DIRECTLY UNDER ROOF = 2,05q S.F. TOTAL LOT COVERAGE = qA5 % �a SITE PLAN 1/ 16" - 1,-0" DATE r AND PE IT MUdf' KEPT ON JOB OH "1N3 CnON VRLL BE NO= LMSAL L'>ESGRIPTION: LOTS 16, 17, 18, BLOCK 41, SAN LUCIE PLAZA UNIT ONE, PLAT BOOK 5, PAGE 57 ST. LUCIE COUNTY, FLORIDA SCOTT D. DYER ARCHITECT, P.A. AA C001929 AR 0011551 2441 QUANTUM BOULEVARD BOYNTON BEACH, FLORIDA 33426 (561) 641-7575 THIS DRAWING, AS AN INSTRUMENT OF SERVICE IS THE PROPERTY OF THE ARCHITECT AND IS NOT TO BE. USED ON OTHER WORK, REPRODUCED IN WHOLE OR IN PART,' WITHOUT THE ARCHITECT'S EXPRESS WRITTEN CONSENT. TO THE BEST OF MY KNOWLEDGE, THE DRAWINGS AND SPECIFICATIONS SUBMITTED HEREWITH, COMPLY WITH EXISTING INTERPRETATIONS AND PROVISIONS OF THE APPLICABLE BUILDING CODES IN EFFECT AT THE DATE SHOWN BELOW. NO WARRANTY EXPRESS OR IMPLIED IS HEREBY GIVEN. COPYRIGHT © 2 O6 SCOTT D. DYER CHITECT P ALL RIGHTS RES VED MAY 1 0 2007 REVISIONS 6-4-07 PAI/>g - aa"uefrn cozae rtaaDines FILE COPY COMM.• 0. 031 TE :[F2AI DE EMBER 2006 ::] �uR�E RESI®ENCE ICY: ATLANTIC C®AST hl®MES, INC. LOTS 16, 17, IB, BLOCK 41 ST. LUCIE COUNTY, FLORIDA SHEET A-1 24"-8 ---- --- -- 29'-0" 3'-9" 3'-2" X-11" ,8" X-11 X-2" B' 3'-5" 4' 5" 00, 5'-7" 4'-6" 5=0" 6 L 2'-4" 3'-10" i � 1-1/2" X 8CONT.. T BLOCK RECESS B" X 8" CONC BLOCK COL. Igo F-� ■ __ _ _ _ W/ (1) T#5 VERT. FILL CELL W%— -� CONC.YP. LINO.) I I I I I I h � I I I i I 8" X 16" CONC BLOCK COL. _ __}I _ W/ (2) J5 VERT FILL CELLS W CONC (TYP. LINO.) es— 4` CONC SLA STEEL TROWEL) o FINISH W/ 6 X6 1Q/10 W. W F. ON 6 MIL. VAPOR - df{RR1ER y EA7T.......... -➢7EL7 N SAND FILL. PRE TED FOR T£ l S MIN. SOIL STIIBI(AZING CAPACITY 2500 PSF. N ® PERIMETER �0 -0" h ■ I 8" X 24" CONC. BLOCK COL W/ (3) #5 VERT FILL CELLS W/ I I CONC (TYP. U.N.D.) I N ■ 36" X 36" X 12" DP CONC. PAD i b,4,UMINUMSTRUCTJR SORENCLOSURE o w/ (3) Js eorr. EA. WA RESpp,R n MITSAND co1777Uv INEEAING o H I II . I o I I M I / ® 4" CONC SLAB (STEEL TROWEL)- �", FINISH W/ 5 X6 10/10 W. W. F. ON 6 MIL. VAPOR 3,-21 8 •• BARRIER OVER CLEAN, WELL COMPACTED 10 X72" CONC. THKD. SAND FALL. PRE 7REATED FOR TERMI7FS EDGE W/ 10 CON I b MIN. SOIL STABILIZING CAPACITY = , PSF I PROVIDE EXTRA 60" WIDE LAYER OF W.W.F. v ® PERIMETER I I 10 X72" CONC 7HKD. I ! �EDGE W/ 1,06 CONT 1 I OR L-----------------.------------------- L -_ j 16" X 16" CONC MONOLITHIC I ELEV.: 0"-0` FT-G.W/(2) ¢S CDNT SE —+� ELEV. -0'-5 1/2" I I FLOOR SLAB STEEL IN FTG. CHAIR -- ■ j SLAB HIGH POINT I I I � 48" X 48" X 4" DP I ? CONC PAD W/ . . I I � . 6 X 6 #10/10 W. W.F. i I I 30" X JO" X 12" DP. CO I _ _ W/ (3) #5 BOTT. I WAY I I I �, — ■ I OMIT BLOCK RECESS ® ALL EXT. SWING DOORS , I j 8" X 8" CONC CURB I I e W/ (1) ,,yy5 CONT. ® PERIMETER (J L-- ---- ����� ------------------------------ OF GA AGE (TOP OF CURB ) °Q+ ® TO MA TCH BD TTOM OF BLOCK ® ■ ■ — i I RECESS I a I i 10 X72" CONC L K O \X N EDGE W/ 1#5 COT I I :} 12" DIA. BLK. COL. 'W ( 0 " � I , m I 1- VERT FILL CELL W/ Om.d I I a I ELEV. 2 0'-71 " IIN SLAB LOW POINT ml a L, II•I I .I ®------------- _-------- v^6Ji------J 4'-6` 12" IJO (3I �5 BOTT." OP. C. PAD i 12 1/2" X 17'-0" RAIN R/SEP� 8` X 20" CONC. BLOCK COi W/ (3) #6 'VERT FILL CELLS FOUNDATION PLAN 6 -2" 3'-8" 8 14 10" 1/4" = 1'-0" 23'-8" 3'-0" 4'-6" THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES. SCOTT D. DYER ARCHITECT, P.A. AA C001929 AR 0011551 2441 QUANTUM BOULEVARD BOYNTON BEACH, FLORIDA 33426 (561) 641-7575 THIS DRAWING. AS AN INSTRUMENT OF SERVICE IS THE PROPERTY OF THE ARCHITECT AND IS NOT TO BE USED ON OTHER WORK, REPRODUCED IN WHOLE OR IN PART, WITHOUT THE ARCHITECT'S EXPRESS WRITTEN CONSENT. TO THE BEST OF MY KNOWLEDGE, THE DRAWINGS AND SPECIFICATIONS SUBMITTED HEREWITH, COMPLY WITH EXISTING INTERPRETATIONS AND PROVISIONS OF THE APPLICABLE BUILDING CODES IN EFFECT AT THE DATE SHOWN BELOW. NO WARRANTY EXPRESS OR IMPLIED IS HEREBY GIVEN. COPYRIGHT C) 2006 SCOTT 0. DYER CHITECT, P.A. ALL RIGHTS RESMVED w fir . II y� 1: MAR 72007 REVISIONS FILE COP COMM. No. 06-031 DATE 28 DECEMBER 2006 BURKE RESIDENCE B Y: ATLANTIC COAST HOMES, INC. LOTS 16, 17, 18, BLOCK 41 ST. LUCIE COUNTY, FLORIDA SHEET A-2 11 OF 6 00 (V Z IA h n1 140 P 53=8" STUCCO CEILINa RrmnuiRmrwirmNTS ENTRY, AND OVERHANG SOFFITS ARE TO BE 3/4" THICK STUCCO (APPLIED IN 2 COATS) OVER 3/8" HI -RIB METAL LATH, ATTACHED TO WOOD TRUSSES ® 24" O.C. ATTACH METAL LATH TO TRUSSES W/ I-I/2 LONG GALV ROOFING NAILS ® 4" O.C. (LONG DIMENSION OF LATH PERPENDICULAR TO TRUSSES). LAP METAL LATH A MINIMUM OF 3" & TIE W/ WIRE ® 4" O.C. BETWEEN SUPPORTS. INSTALLATION TO COMPLY W/ ASTM C 1063. 29-ID" 44„ 3_a„ lID-m" 3_a,l: 4-ID„ /_4„ 3_a,; 6-1m,, 4-6" 64„ 14„ 44„ Al sN 15 ON KAOREWJIM (l95RCSSJ ®IIIIIIIIIIIIIIII® ®II IIIIIIIIIIIIIIIIII®IIIIIIIIIIIIIIIIIIIIIII® ®IIIIIIIIIIIIIIII® B, lID B 4„ a,l 4„ ROOM 3 I IID=ID" BEDROOM ?� __ __ mIN ®r ov _ _ _ _ ----R ! 8 Z 2'-m� '-B" Mer-- N — _ a_6„ 9-6„ h SLEEPING RO MS PR VIDE AN EGRE — rm— y —A NE' CLEAR OPEIIII ram' ® OF 5 SQ. FOR ROUND FLAG a=6" 4=/®" 't 4" 3'�" 4,. .8'-64s" =ID" B" lm,m" LAORS.OPENIN SHALL NOT B LESS 24'H OR 9,4M/Lr ROOM P4r/O SILL NOT MORE THAN 44" ABOVE FLOC ® —_ 1 /m'-ass"GLYa yT. di jMINUM STRUCTURES DR ENCLOSURE a" m CUIR SpAMTE PERI lITS �v 1 ,,, 42" COUNTE GINEERMtIi - - \V/ KNEE WALL fA _ -®" j b -B" BELOW?4 AV.b 4„ S4 �p 36.8F1 _ r-4" �� II IIIIIIIIII IIII 11111111 1 ® ®I III 1 11IIIIIIIIIIIII ® ®1111111111NIM111 N _ _ i 2/// i( ❑ ❑ h 6 SN APE TV L. E.� I- N — -__ aldroROolm 4 Tau/ Dec since D/N/NG ® I W/ D/SP 4" uu K/r lV O ® I u1 42" HIGH jo ff = CAD A 1®'-145"CLY FIT. 41 PARTITION a L-- AW ; //_m„ 4„ 3_4„ 4„ 9_B„ RANGE UJ/ 4,, /mLb„ 4 _ 3_4„ �_4„ ® 1'-B"X6'-B" ABOVE 3-/" 3=6SHELF(00E.W.N. L:�9 Xb,-B>AGLOSSA ?'-b"Xb'-B° PRO✓IONV4"rmat W4f�R LIAW a _ El; 'S INSULATION � DENOTES 4' DI A. OOR &AM M4srER su/rB STL. BOLLARDS. 36" 1®'-1ki"GLti N7' = HIGH BOLTED TO SLAB LIIr/NG ROOM m -_ \V/ (2) 1/2" X 5 1/2" 044!'CLM yr. o _ W..A. PER BOLLARD. I 12 "X6'-B" _ - --- 8„ ____ --- _m„ - r_4„ a. _ 4„ 3_4„ 1, m„ B_4„ 3 _//„ 4„ 1 4 ^ /'I/ 4„� B„ _ — 22"564" ATTIC —_ PLANT FDYRR m = row AV SIt 4L fl HT. m =_ ?-CAR G,4RAOR m ® Maus ®®II IIII® ®II III IIIIII®IIR11118 II � ®, (1J 16 64 W/ S4FETY6LASB ----------------------------- --- I= 1 f� = I rRY h = a5 a4 Y'J. h - = I C I = I I M= 4-6„ 12" ona /i'-ID" X 7'-0° O.N. DOOR ON MTL Mg 0 r4m rA&iwkArSar s/DE n/o» 1=:8" 16=ID„ /_B•, all 34„ 415" 62.,,:.. 9_/„ B„ 34„ B„ /9=4" I 23Le' 3=ID"' 4-6" 1 3-2" 9 N S m S W R. v m -Tye h m TYPE DESIGNATION #SMTtl' ARET;' I-I/2" CLEAR ' ° .. F - FILLED WITH GROUT / U - UNFILLED 2� Y OF #5 L CA I A7 QUANTITFBOTTOM BOTTOM aF LINTEL CAVITY 3333 '. C.M.U. 8F16-IB/IT NOMINAL WIDTH J ` QUANTITY OF #5 GROUT #5 REBAP AT OM ' P ` ° NOMINAL HEIGHT REBAR AT TOPLINTEL • • CAVITY 5" BOTTOM REINFORCING PROVIDED IN LINTEL (VARIES) 7-5/6"ACTUAL NOMINAL WIDTH FLOOR PL14N NOTES: L ALL NEtGNrS ARE RELEVANT TO FM514 FLOOR ElEVA77CYV KA -O'J 1NVLESS NOTE5 OrHEWA- 2. ALL CEILfNG NEIGNr$ ARE0-2 //2"AFP. 0eE55 NOTED OTNEPW$5 3. ALL AAMjTb ARE EfrNER 45' OR W' 1NVLESS NOTED 0rkERaSE 4. PROVIDE R-# fNSULA77CN fN ALL PLLP16M6Kd4LL5 fYERIFY lU/ OfLNERJ 5. ALL BEDROC" KUNDOW rO CONFORM W1 EGRESS CODES 6. ALL CLOSET SAEL V/Ai9 Smaw ON rNza ORAees 15 FOR fLLUSTRArION ONL r (VERxr EXACT LAY-IXJr tl/ d[NERJ WINC)ow SILL REGL4IREMENTS ALL WINDOW SILLS ARE TO BE POURED IN PLACE CONCRETE. SIZE MAY VARY ACCORDING TO BLOCK COURSING. MAXIMUM SILL TO BE 8"X8" W/ 1#5 CONT. DOWEL INTO FILLED CELLS ON EITHER SIDE OF WINDOW. NO STEEL REQUIRED FOR SILLS 6" IN DEPTH OR LESS. WALL LEGEND DENOTE5 5" CONG BLOCK ¢441.1 DENOTES 2 x 4 U0 5WS A 24"0,C TOR 3-5/0"METAL STUDS.) W1112"GYP. LU ALLBOAAF0 EA. =E DENOTES 2 x 4 KD. STUDS AT 24"0..4 TOR 3- 5/0"METAL 57J05J wl Ia;ll BA rr fNSULATION f 0-GYP. IUALLHOARD UP R-11 BATr. INSULArfON 14TTIC VENTILI4TION RMTS: ROOF AREA / 150 S.F. = VENT AREA REQ'D. 2,054 S.F. / 150 S.F. 13.73 S.F. REQ'D. TkA22" SCREEN VENT = 0.875 NET S.F. OF AREA 13.73 S.F. / 0.875 S.F. = 15.69 VENTS REQ'D. ROOF OVERHANG PERIMETER / 8'-0" O.C. SPACING = # OF VENTS PROVIDED 221'-9" / 6-0' = 28 VENTS PROVIDED AREAS. FIRST FLOOR LIVING 1,628 S.F. GARAGE 403 S,F. COVERED ENTRY 28 S.F. TOTAL 2,059 S.F. THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN AADIR TO COMPLY WITH ALL APPUCA461 COOG>i, SCOTT D. DYER ARCHITECT, P.A. AA C001929 AR 0011551 2441 QUANTUM BOULEVARD BOYNTON BEACH, FLORIDA 33426 (561) 641-7575 THIS DRAWING, AS AN INSTRUMENT OF SERVICE IS THE PROPERTY OF THE ARCHITECT AND IS NOT TO BE USED ON OTHER WORK, REPRODUCED IN WHOLE OR IN PART, WITHOUT THE ARCHITECT'S EXPRESS WRITTEN CONSENT. TO THE BEST OF MY KNOWLEDGE, THE DRAWINGS AND SPECIFICATIONS SUBMITTED HEREWITH, COMPLY WITH EXISTING INTERPRETATIONS AND PROVISIONS OF THE APPLICABLE BUILDING CODES IN EFFECT AT THE DATE SHOWN BELOW. NO WARRANTY EXPRESS OR IMPLIED IS HEREBY GIVEN. COPYRIGHT © 2006 SCOTT D. DYER ARCHITECT, P.A. ALL RIGHTS R ER I MAY 1 0 2007 REVISIONS / -r-�Rrnr eerm/�vrs FILE COPY COMM. NO DATE " BLARIGE RESIDENCE BY: 14TL14NTIC COAST HOMES, INC. LOTS fro, 17, 18, BLOCK 41 ST. was COUNTY, PLORIDA SHEET A�� OF w d In BUCK PRArwllNG d PASTENING SCHEDULE SLIDING GLASS DOORS HEAD / JAMB: X P.T. BEVELED SPACER ATTACH W/ COIL NAILS O 6' O.C. FASTEN DOOR FRAME TO STRUCTURE (THRU SPACER) SEE PRODUCT APPROVAL. DEPTH OF SPACER TO MATCH DEPTH OF FRAME. 5WINC DOORS HEAD / JAMB: 2X P.T, BUCK W// 31W DIA. TAPCON5 (MIN. I-I/Y EMBED INTO CONIC.) O 16' O.C. (MIN 7 GLR. FROM EDCES OF C114)J SEE PRODUCT APPROVAL. DEPTH OF BUCK TO MATCH DEPTH OF FRAME. WINDOWS (OPERABLE) HEAD / JAM / SILL: N P.T. BEVELED SPACER ATTACH W/ CASE HARDENED NAILS O 6' D.L. FASTEN FRAM TO STRUCTURE (TFRU SPACER) SEE PRODUCT APPROVAL, DEPTH OF SPACER TO MATCH DEPTH OF FRAME. WINDOWS (FIXED (;LASS) HEAD / JAMB / SILL N P.T. BEVELED SPACER ATTACH W/ CASE HARDENED NAILS O 6' O.C. FASTEN FRAM TO STRUCTURE (THRU SPACER) SEE PRODUCT APPROVAL. DEPTH OF SPACER TO MATCH DEPTH OF FRAME. OVERHEAD DOORS JAMB: 2X6 PA. W/ (MIN. 8 3/8' X 1-3/4' EMBED RA\VL LOK T (5000 SERIES) O 1? O.C. VERT. SEE PRODUCT APPROVAL HEADER: 2X6 P.T. W/ i/4' CIA. X 2-314" TAPCON SCREWS O 1? O.C. (STACGEREO) SEE PRODUCT APPROVAL L /NTEL SCHEDULE 1`9.4NLlF,GFGTURER: GA4ST-GRETF' LAM //,NY • >tp or IL"N Sa4Err aQawr, APaW Aw "frr 5W Ot Pr mMIAV ^ rr 'L E LOAD 40AP a 10' 1?4' 414' sm39 PLR 761 PLR '? m7 PiJ Ar PLR -/D a y-lf AD-t 4•-Nf' t7.4' IAA PL! 40 PLA 667 PLR so PL! �/r Illmormillmill; 77 AV4-D AH'-Jy' 1'-O' W04 PLR 0/7 PLR 46J1 PLR AM PLRr7-7 AW4-lD 4 4y'•Jit' 7'-0' J4d9 PLR. Cm! PLR. IlIB7 PLR ANPyR 6*14-Ir EP24-ID 4417 PLI! 69/7 PLR 3A4 PLR 610 PLR Jw4-/r AV4-/D rm-7-01 dovv 4' -I' 9M4T PLR W7 PLR 47407 PLR 6tl® PLR M4-/r d'-1' $14 PLR. 4S PLP. 731 PLO, J61® PLR. Ens -a py/f 6'-6' 4144 PLR. 40 PLR Iwo Put 160 PLR GIn6-0 a,y-lf T. BM. - 8"X8" BOND BBAM .-jkTOOP_OF l 8Q PLAN FOR "V. II BEAM STEEL AS I SCHEDULED W/ ACI I� BTD. NOOK 11 5"x8" PILLED CALL W/ 105 vERT. W/ AC STD. NOOK BEAM 67m ,AS 1 SCHEDULED W/ACI STD, HOOK I ( TOP OP T. BM. --- - FOR ELEv. 11 8"X8" BOND BEAM 11 I II I 1 BOND BEA4/`9 F-f,E/C='HT GH,4NCrE DET,4 /L IGN: A5CE-7-02 140 M.P.H. (3 SECOND OUST) IMPORTANCE FACTOR = I WIND EXPOSURE = "B" (ENCLOSED) INTERNAL PRESSURE COEFF. = 0.18 COMPONANTS AND CLADDING PRESSURES - SEE ELEVATIONS ROOF LOADINCx: LIVE LOAD 30 P.S.F. DEAD LOAD 25 P.S.F. TOTAL LOAD 55 P.S.F. w' ,ND ALL PROPOSED WORK '0 ANY CORRECTIONS IIELDINSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES. ROOF BEAM FRA1"IINCx PL14N PLYW❑❑D FL❑❑R / ROOF SHEAR DIAPHRAGM SCHEDULE NAIL SPACINC FLOOR PANEL CRAPE FRAMING/MAS MINIMl1 PANEL COMMON NAIL REMWO SPACING THICKNESS DIAPHRA4;'1 O OTHER Slg BCUORIES PAWL EOCES AD ROOt N/A 4' O ZONE 7 h 3 6' O TONE A➢A RATED 91EATHINC 7-19 S/B' 7 k 3 R 01ARACM ROOF EXP.' I. OR EGUPL. MAX. NCft w �_ 6' O ZONE I 6' • TONE I SEE O L5. N❑TES: L INSTALL K. 000 PANELS AS SHOM,M ON DETAIL BELOW: (DIRECTION OF ,I W. TRUSSES I, OR FRAMING) 7. SPACE NAILS O 10' O.C. ALONG INTERMEDIATE FRAMNC MEMBERS FOR FLOORS, AND 6' O.C. FOR ROOFS. 3. ZONES 47 & 3 ARE AS SHOWN BELOW, O B 5'-O' INCLtOING RDOF uPL /FTS lH/PJ f? rrave raiDI 1wAA1 NVOr ovsRwaus t i J AV BR AF 96 1v AG6 Vv aR 41 ss 89 .a 5 L c/l. 114 SPAN WALL BEAM TOP REI* C. BEAM BOTT. REINF"C. COL. REINF'C. (INCI.LDINC OVERHI ME BAR SIZE L . 4 18" 5 23" #6 27" #7 32" P 36" #9 41" TYPICAL MASONRY BEAM BENDINCz DIAGRAI"I I. BEAM BOTTOM BARS MAY BE CONTINUOUS OVER SUPPORTS WHERE APPLICABLE. REINFORCED MASONRY NOTES: A. CONCRETE UN ITS: TO BE ASTM C 90 -90. ASTM GRADES N I OR N I I PROVIDE PRECAST LINTELS AS NECESSARY. B. MORTAR TYPE M PER ASTM C 270-89. (CEMENT / LIME). C. GROUT: 1. GROUT FOR REINFORCED MASONRY SHALL CONFORM TO ASTM DESIGNATION C476-83. (9" +- 1" SLUMP). 2. THE MIX DESIGN SHALL BE APPROVED BY THE ENGINEER. 3. ALL GROUT SHALL BE FLUID CONSISTENCY, WHICH MEANS THAT CONSISTENCY BE AS FLUID AS POSSIBLE FOR POURING WITHOUT SEGREATION OF THE CONSTITUENT PARTS. 4. THE USE OF ADMIXTURES SHALL NOT BE PERMITTED WITHOUT WRITTEN CONSENT OF THE ENGINEERS, 5. PROVIDE VIEW HOLES AT BOTTOM OF ALL FILLED CELLS. FOR INSPECTION. D. REINFORCING: 1. VERTICAL: a. ASTM A615-90 PER REINFORCING SECTION (GRADE 60). b. WHEN FOUNDATION DOWEL DOES NOT LINE UP WITH A VERTICAL CORE, IT SHALL NOT BE SLOPED MORE THAN ONE HORIZONTAL IN SIX VERTICAL ALIGNMENT, EVEN THOUGH IT IS IN AN ADJACENT CELL TO THE VERTICAL WALL REINFORCING. c. VERTICAL REINFORCING STEEL SHALL HAVE A MINIMUM CLEARANCE OF ONE -QUATER INCH FROM THE MASONRY. d. VERTICAL REINFORCEMENT SHALL BE AS SHOWN ON PLANS. e. VERTICAL REINFORCING EACH SIDE OF ANY OPENING, IF REQUIRED, SHALL BE CONTINUOUS TO TIE BEAM. PRECAST LINTELS SHALL HAVE OPENING TO ALLOW REINFORCING BARS TO CONTINUE UNINTERRUPTED. f. ALL BAR SPLICES SHALL BE 48 BAR DIAMETER. 2. HORIZONTAL: a. HORIZONTAL REINFORCEMENT SHALL BE PROVIDED AS SHOWN ON WALL SECTION. (IF ANY IS REQUIRED). E. GENERAL: ALL REINFORCING MASONRY WORK SHALL CONFORM TO ACI 530.1-95 / ASCE 6-95 -SPECIFICATIONS FOR MASONRY STRUCTURES (f'rn = 1500 psi). F. INSPECTION:ALL REINFORCED MASONRY WORK SHALL REQUIRE FIELD INSPECTIONS. BE,41109 SCHEDULE (MA4SONRY� MA4K � ep gW4kl O/a WM 1QCAfi n Md/R-PAVB I Dbrzff I roP MO. ~Ad F/ B'•7>ti' 6k8' I +6 I'H-DLCL7K AG0 81EL / 99.4 W16R=r Mw.; /f0'-tit' 671m' / /6 I'(!-IILL ^ AZV OML i AU W1 dRair SCOTT D. DYER ARCHITECT, P.A. AA C001929 AR 0011551 2441 QUANTUM BOULEVARD BOYNTON BEACH, FLORIDA 33426 (561) 641-7575 THIS DRAWING, AS AN INSTRUMENT OF SERVICE IS THE PROPERTY OF THE ARCHITECT AND IS NOT TO BE USED ON OTHER WORK, REPRODUCED IN WHOLE OR IN PART, WITHOUT THE ARCHITECTS EXPRESS WRITTEN CONSENT. TO THE BEST OF MY KNOWLEDGE, THE DRAWINGS AND SPECIFICATIONS SUBMITTED HEREWITH, COMPLY WITH EXISTING INTERPRETATIONS AND PROVISIONS OF THE APPLICABLE BUILDING CODES IN EFFECT AT THE DATE SHOWN BELOW. NO WARRANTY EXPRESS OR IMPLIED IS HEREBY GIVEN. REVISIONS FILE COPY COMM. NO. 08-031 00 DATE 28 DECEMBER 2006 auR+cE RESIDENCE BY: 140%. 4NT I C C01467 HOMES, INC. LOTS 16, 17, 18, BLOCK 41 ST. LUCIE COUNTY, FLORIDA SHEET Ac=4 OF 2 W Q DISCLAIMER: FRONT VIEW REAR VIEW CJ1 CJ3 CJ5 HGA A15 A14 A6B A6A A6 A4 A2 m A Al A3 A5 A7 A9 C C1 HGC CJ3 CJ1 r CYi Lo WHILE EVERY ATTEMPT HAS BEEN MADE TO PRODUCE A FLAWLESS PLACEMENT DIAGRAM FOR THIS PROJECT, THE POSSIBILITY FOR SMALL ERRORS DOES EXIST, CONSEQUENTLY, IT IS VITALLY IMPORTANT THAT THE BUILDER CAREFULLY REVIEW AND CHECK ALL DETAILS AND INFORMATION. ANY ERRORS OR OMISSIONS SHOULD BE REPORTED IMMEDIATELY TO SPACE COAST TRUSS. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS. ALL INTERIOR LOAD BEARING WALLS MUST BE STANDING AND PROPERLY BRACED PRIOR TO SETTING ANY AND ALL TRUSSES. In M 53-8 53-8 THIS DIAGRAM IS INTENDED FOR USE BY PERSONS KNOWLEDGEABLE IN AND FAMILIAR WITH GENERALLY ACCEPTED METHODS AND STANDARDS OF TRUSS ERECTION. TRUSS ERECTION SHOULD NOT BE ATTEMPTED BY ANY PERSON WITHOUT THESE QUALIFICATIONS TRUSS ERECTION AND BRACING RESPONSIBILITIES MUST LIE WITH THE BUILDER. DO NOT CUT, MODIFY, OR ALTER ANY TRUSSES. IN THE EVENT' THAT A TRUSS NEEDS MODIFICATION OR ALTERATION, IT IS THE RESPONSIBILITY OF THE BUILDER TO NOTIFY A SPACE COAST TRUSS EMPLOYEE WHO IS EXPERIENCED IN THE FIELD OF REPAIRS, PRIOR TO SUBMITTING ANY BACK CHARGE FOR THE SAID REPAIR(S). 0 N N 0 N TYPICAL END DETAIL (SOME CONDITIONS MAY VARY) 12 5�/ ANCHOR AS SPEC'D BY ARCH/ENG OF RECORD. 16" USE THIS DETAIL TO DETERMINE COMPLIANCE WITH FASCIA / SOFFIT REQUIREMENTS CUSTOMER: ATLANTIC COAST HOMES INC. PROJECT/RESIDENCE: BURKE (5637) MODEL: MAYFAIR GL DATE: 03/22/07 SCALE: 1/4" (8.5x11, 11x17 N.T.S.) TRUSS DESIGN BY: DLC CAD DRAWN BY: BL PITCH: 5/12 O.H. / CANT: 16" SQUARE RF/FLR LOADING: 45 # SHINGLE WIND SPEED: 140 MPH, 3 SEC. GUST WIND DSGN METHOD: ASCE 7-02, C.C. & M.W.F.R.S. EXP. CATEGORY: B OPENING COND: ENCLOSED OCCUP. GROUP: RESIDENTIAL OCCUP. CATEGORY: II BLDG CODE: FBC 2004 / TPI 2002 REV DATE: N/A APPROVED ❑ FURNISH AS CORRECTED ❑ REJECTED ❑ REVISE AND RESUBMIT THIS REVIEW IS ONLY FOR GENERAL CONFORMANCE WITH THE DESIGN CONCEPT OF THE PROJEC I AND GENERAL. COMPLIANCE WITH THE INFORMATION GIVEN IN THE CON°rRACT DO C'UMFNTS. CGRREC'11ONS OR COMMENTS MADE ON I HE SHOP DRAWINGS LURING THIS REVIEW DO NOr RELIEVE THE CCON'rRACTOfd F ROM, COMPLIANCE WITH THE REQUIREMENTS OF THE CON i`rI CT DOCUMENTS AND 0 SPECIFICATIONS. APPROVAL OF A SPECfFIC ITEM SHALL NOT INCLUDE APPROVAL OF AN ASSElvip LY OF WHICH T'HE ITEM LO IS A COMPONENT. CONTRACTOR IS R[:c;PO{NSIPt_E FOR ALL. QUANTITIES AND DIMENL+IC)VS'ra Csr Cotwif! gt?,ED AND CORRELATED AT THE JOBSI I C INFC f r 1T'C t•I THAT C— 'IS SOLELY T'OTHE FABRIGATIC'N Prjoc.I r•' S METHODR TE0H ;QtJ1.^_„, CONSTRUCTION GQOHL1 NSTU?I'J Q,: "ii!;, ` aF M I PJC,RK OF- ALL TRADES; AND rc1Po. e. r."rGlr.MING SATISFACTORY MANNER. SCOT"r D. nYEFt �r fiI EC.T /,,--4 DA'E ' -0 Y U THIN 01l PLANS AND ALL PROPOSED WORK FILE A�� IudWECT To ANY CORRECTIONS COPY ROUND BY FIELD INSPECTORS THAT MAI 1t NECESSARY IN ORDER TO mpLYWITH ALLAPPUCABIJ Wilt A CONNECTOR SCHEDULE (OR SIMPSON EQUIVALENT) =THD26, QTY= 13 I' 1 ;WMIA1`` PLrnATE HGT.=8' 2 1/2" 06 I / / Flo PLATE HGT.=8' 2 1/2" FLAT CEILING TOP @ 9' 2 1/2" ANY AND ALL REPAIRS/ALTERATIONS TO ANY TRUSS MUST BE APPROVED AND ACCEPTED BY A REPRESENTATIVE OF SPACE COAST TRUSS. ANY BACK CHARGES THAT ARE NOT HANDLED IN THE ABOVE MENTIONED MANNER ARE SUBJECT TO REVIEW AND POSSIBLE REJECTION. DO NOT USE THIS DIAGRAM TO SET TRUSSES UNLESS IT IS MARKED TRUSS PLACEMENT DIAGRAM. WHEN TRUSSES ARE DELIVERED TO THE JOB SITE THERE WILL BE A PACKAGE CONTAINING A LAYOUT AND COMPLETE TRUSS ENGINEERING. PLEASE REVIEW THE ENTIRE CONTENTS OF PACKAGE BEFORE SETTING TRUSSES. BUILDER/FRAMER MUST FOLLOW HANGER MANUFACTURER INSTALLATION RECOMMENDATIONS FOR HANGER CONNECTION THIS IS A TRUSS PLACEMENT DIAGRAM ONLY. THIS LAYOUT IS SIGNED AND SEALED BY THE TRUSS DESIGN ENGINEER AS THE TRUSS DESIGN ENGINEER AND IS NOT INTENDED TO RELIEVE THE TRUSS SYSTEM ENGINEER AND/OR THE ENGINEER OF RECORD FROM REVIEWING AND APPROVING THIS DOCUMENT. FOUR FEET, 2 INCHES, AND 8/16ths, OR 1/2" TWO FEET, ZERO INCHES, . OR CONNECTOR EXPLANATION INDICATES "HANGER TYPEAPPLIES FOR THIS SERIES OF TRUSSES" .U"I. 1 VVV INDICATES "HANGER TYPE FOR THIS TRUSS ONLY" SPACE COAST TRUSS, INC. ** SATELLITE DESIGN OFFICE ** 201 S.W. PSL BLVD, SUITE 202 PORT ST. LUCIE, FL 34984 PHONE: (772) 873-9029 FAX: (772) 873-9870 s � "T hl eoNkscroAz �e>ysvu�s /7FYls9 ID alvr S !�lNf f1QYld9ACfY.{4L !kX/f1' CL11A(EG1GQ /D n1pra is !A°1/FI DEB,IGV ,TA0111119 A M4Q 7740 �4 '(9) hW Al M4& nl N A14 (W AOV AW Pd49 774 N = /,m3s (9J wD All MA& 767 � 4 11" (9) l®D Ala /%a 754 � 4 ,m3s (9) ND A/3 1446 704 � 4 toils(9J w Ali Pt4fl 767 USP N 4 60AP (V h= AS P&16. 708 uep N 4 60A9 (9J hW A? 1148 nd NN W4 4030 (9) hW AJ M4d 701 460 4 /10ja (9) l@D A4 m" 779 � 4 10d8 r9J lmD As M46 773 o 4 1" (9) hW Ad M4Q nd N A24 tm3e (9) hVD Ado M48 779 NW4 0A® (9J Aw AAN M4A 70 �4 A M4fl 764 V4 (m3I (9) lm0 ,qd M4g 710 � 4 /,� r9J OD A9 ma 737 � 4 /m30 r9l �D A6 ma 76a � 4 /pas r91 LID D M4& 72 460 4 03/ (9) h= Dl M4@ 700 N = 4" (9) /mD M4fl AN NW4 /A3s W 10D (aJ 3/4'D/A WA, m M46 3, 746 L"3 dn® ($4'ffew.) I (s) C MA& 63? >m3s (9J lmD N 4 Cl M4fl 5m LOP NfAa4 �m3s (9) h0D Wl M4fl IR9 Nr4 11" (9) AD 6r3 PUS 3a7 � 4 /,®d9 r9J ND C✓4 M49 04NfAa4 /'®� (9)AW c✓6 Pl4d 289 NN W4 /A439 (9J lmG G PfAR 187 op flrw4 �As (9J/0D GaE Pf4@ !63 NW4 /. (9) h= HIM MOB 1,764 (t)6SP ?m76 ( AW HfA14 64 8)1uP N4D M4fl 148J HW4 2076 6A BfRAP Aw M & /wo IMP 4 ow (l3) AW FIGD M4fi df7 = /10ja (9)lmD a AW Mm" 1A33 %A1 N4 2076 EA EA OrfAtRAP N./w ma a89 usp HrAa4 /1030 (9) l®D N✓6 ma 440 N m Am (9) � FNG4 M68 - b41 �4 /,mA9 (a) /mD N✓7 M4s 65d usp N 4 1039 (9)10D . ✓v ma 270 � 4 /�38 re) l®D 'Al M4& 270 asp 4 /10AP (9) AW r/? M4d 247 � 4 1030 r9J AVD r6 ma 19/ wp NfAa4 Am (9) ND r7 M48 !n - N 4 (mA9 (9J ND ✓7A M4Ei Ait � 4 /,®1A (9) APD ✓7D M46 347 NN W4 toils � ✓7D M43 347 Lao N 4 (m3s (9)hW 39a 4 1,mA9 (9J w ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH A"APPWOABW 4RBES1 SCOTT D. DYER ARCHITECT, P.A. AA C001929 AR 0011551 2441 QUANTUM BOULEVARD BOYNTON BEACH, FLORIDA 33426 (561) 641-7575 THIS DRAWING, AS AN INSTRUMENT OF SERVICE IS THE PROPERTY OF THE ARCHITECT AND IS NOT TO BE USED ON OTHER WORK, REPRODUCED. IN WHOLE OR IN PART, WITHOUT THE ARCHITECT'S EXPRESS WRITTEN CONSENT. TO THE BEST OF MY KNOWLEDGE, THE DRAWINGS AND SPECIFICATIONS SUBMITTED HEREWITH, COMPLY WITH EXISTING INTERPRETATIONS AND PROVISIONS OF THE APPLICABLE BUILDING CODES IN EFFECT AT THE DATE SHOWN BELOW. NO WARRANTY EXPRESS OR IMPLIED IS `HEREBY GIVEN. COPYRIGHT ® 2006 SCOTT D. DYE ARCHITECT, P. ALL RIGHTS R ERVEi D n MAY 1 0 2007 REVISIONS G6NRRAL ANY/0 D -P`=1P1CAT/" BY rRUM M,AUR R FILE COPY COMM. NO. 06-031 n DATE r'z^ DE CEMEER 2006j I+J 5L R<rm RIisIG'ENeE B�� Y: II ^^ .I. /+ /. S b®MES, INC_ LOTS fro, 17, IS, 5LOCK 41 ST. LUCIm COUNTY, FLORIDA J SHEET /� /L�\ o 4 /Ll\ OF !/�U `U' li�l - FIBERGLASS OVER I LAYER OF 30# FELT TIN -TAGGED ON 5/8" EXT. PLYWOOD SHEATHING OVER ENGINEE2EO WOOD TRUSSES 2 ® 24" O.C. (INSTALL AS PER MF'G. SPECS). 5 FITCH GALV. MTL. DRIP ON IX2 P.T. NAILER OVER 2X8 WOOD ----------7 // FASCIA ,/ + 6-2 1/2" / +10'-10 1/2' TOP OF MAS. TIE BM. 0 DENOTES BRIDGING AS PER CODE DENOTES CEILING INSULATION (VERIFY W/ E. CALC.) \t—DENOTES 5/8" GYPSUM WALLBOARD ON TRUSSES - — DENOTES GALV. METAL TRUSS SEAT & ANCHOR STRAP STUCCO SOFFIT ON DENOTES 8'X8" MASONRY TIE BEAM HI -RIB METAL LATH LW/ 1#5 CONT. PROVIDE 1#5 W/ 7"X22" SCREEN VENTS CORNER RETURN BAR 30' LONG ® 8'-0" O.C. EA. DIRECTION DENOTES 1/2" GYPSUM WALLBOARD STUCCO (2 COATS) ON 8"X8"XI6" ON IX2 P.T. FURRING CONC. BILK. 24" O.C. DI;NIOTES FOIL TYPE INSULATION (VERIFY W/ E. CALC.) DENOTES WOOD BASE DENOTES 4" CONIC. SLAB (STECL TROWEL FINISH) W/ 6X6 10/10 W.W.F. ON VAPOR BARRIER OVER CLEAN, WELL -COMPACTED SAND 1-1/2" X 8" CONT. FILL PRETREATED FOR TERMITES: BLOCK RECESS PROVIDE EXTRA LAYER OF W.W.F. 60" WIDE ® PERIMETER (TOP) FINISH CRADE DENOTES 16" X 16' CONIC. MONOLITHIC PVC. \W/ (2) # 5 CONT. + 0•-0' FINISH FLOOR I I II1= I IIII I� .40 I— < • • II-1 �—I11111—I /_4" TYPICAL WALL SECTION 3/4"= f-0" TOP Or RCOr � ILI✓ !m'-1�' rOP Gr M48. r m1N--� rOP Ae d`L s R1lTRY �— - - &Law 61-1j " roP or r'�t8 r. av�t DOoRB 0 I!/ NG1'YbOs a</A- TOME)_ grUGGO �iNl,Br-� iLiv m'-m^ ai9@RGLl+gB rrrirrrrrrriirrrrrrrirr� irrrrrrrirr� Zrr rrrrrrrrirrri:i;^^�'��=' - irrr�rrrrrrrrrrrrr�.rrrrrrrrrrrrrr"��_ rq� ; i�l E-11 i■I ICI I�i I— II (l�i �I I� i�i i■� i r/aiRBrL"68g 004 AI Lib - fON 00 MAO r. DM-� ELSY .) ro• Or DM • mvrRlr ELZ✓ 0'-21t - - re Gr -MA r.- GYaORB AL/V.0'-b' ram Cr ROOr 11 5 F PITCH (TYP.) -- lLI1✓ !m'-?1g' - fOP Gf MAB. r Apf - - - - - - -- - - - --- - - - - DOOIRA 4 WAIVOU4 A L/'✓ d'-lm y ' - - — 4 PSF -- - -- - +34 PSF - +34 PSF -37 PSF &C/P- roILEL m grUCCO R/N/ga' EL<V 01.01 I - - - -- - -- - - - wv l5'_e" TOP Or ROOF - -- -- gl•iAeRLEB l" RAISIND BTUCCO RAND/NG. RIC 1/4"=1'-0" f/aFRGLABg ga/MsL�EB FRONT ELEVATION 1/4'=1'—O" ELEVATION +-37 PSF +337 PSF REAR ELEVATION 1/4"=1'-0" PITCH 5 (TYP.) THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLI 00011e � rOP Cr M,4& r. DM - - - -- - - — - — - -- — - - — "v.d'-Iml1r'-------------- --- - - - -- ---- rOP Or WIA01=$ +34 PSF +36 PSF -37 PSF -39 PSF m - r/IVfta - -- - -- ---- LEFT ELEVATION 1/4'=1'-0" S<61=- roWEL gTUCCO f/N/gN 91C/P- roulm 46ne=v f/N/gil SCOTT D. DYER ARCHITECT, P.A. AA C001929 AR 0011551 2441 QUANTUM BOULEVARD BOYNTON BEACH, FLORIDA 33426 (561) 641-7575 THIS DRAWING, AS AN INSTRUMENT OF SERVICE IS THE PROPERTY OF THE ARCHITECT AND IS NOT TO BE USED ON OTHER WORK, REPRODUCED IN WHOLE OR IN PART, WITHOUT THE -ARCHITECT'S EXPRESS WRITTEN CONSENT. TO THE BEST OF MY KNOWLEDGE. THE DRAWINGS AND SPECIFICATIONS SUBMITTED HEREWITH, COMPLY WITH EXISTING INTERPRETATIONS AND PROVISIONS OF THE APPLICABLE BUILDING CODES IN EFFECT AT THE DATE SHOWN BELOW. NO WARRANTY EXPRESS OR IMPLIED IS HEREBY GIVEN. COPYRIGHT 0 2006 SCD.OTT9CT ALL RIGHTS RE RVEDdi MAR 7 2h7 REVISIONS 1 FILE COPY COMM. NO. 08-03� 00 DATE 28 DECEMBER 2000 ��jj SURKE RESIDENCE i5 Y: ATLANTIC COAST HOMES, INC. LOTS 16, 17, 18, BLOCK 41 ST. 1.=I/ COUNTY, - �LORIDa J ELEvAt IONS SHEET /U\o5 III OF !!�1 NJ n �-I ELECTRICAL LEGEND @� DUPLEX RECEPTACLE O FLOOR MOUNTED RECEPTACLE ® 220 V RECEPTACLE PH PHONE JACK ®7PH FLOOR MOUNTED PHONE JACK Ll' TELEVISION JACK © FLOOR MOUNTED TELEVISION JACK SD SMOKE DETECTOR O JUNCTION BOX (PROVIDE ADEQUATE BRACIl1TG ABOVE FOR FUTURE CEILING FAN, WHERE REQ.) DUPLEX RECEPTACLE (WEATHER PROOF) GFI DUPLEX RECEPTACLE W/ GFI PROTECTION 4A SWITCH M 3-WAY SWTCH a 4-WAY SWITCH -6"+ SWITCH (DIMMER) cc fi4 SWT TCH (RHEOSTA T) EXHAUST FAN EXHAUST FAN W/ NEAT LAMP H-�- WALL MOUNTED LIGHT FIXTURE } CEILING MOUNTED LIGHT FIXTURE PC PULL CHAIN LIGHT FIXTURE - RECESSED LIGHT F1X7U1?E -OVP RECESSED LIGHT F1X7UR£ (VAPOR PROOF) � M RECESSED LIGHT FIXTURE (M/Nl HI -HA I) wis RECESSED LIGHT FIXTURE (EYEBALL) Eh DISCONNECT SWITCH 0 ELECTRIC PANEL ® CHIMES INT o� IN7FRCOM - FLUORESCENT FIXTURE (SEE SIZE ON PLAN) ® MASTER ALARM PANEL -0 AD ALARM DIGITAL -0 PB PUSH BUTTON FLOOD LIGHT %t)OQ Ai CEILING FAN &---- UNDER CABINET LIGH771VG AIC CON "G UNIT ELECTRIC ME- W/ DISC VERI EXACT LOCAT W/ POWER CI P TOR TO INS W'TO 8E AFDI f'HU I C V I Fy 1�"eJl , •_•• TO SWITCH ® FOYER i. .lam ELECTRIC LOAD CALCULATIONS CIRCUITS DESCRIPTION WATTS BREAKER/POLE WIRE 5 GENERAL LIGHTING 5000 15/1 #14 2 RANGE 10000 50/2 #6 1 MtCROWAVE 1600 20/1 #12 3 SMALL APPLIANCES (3 0 1.5 KW. EA.) 4500 20/2 #12 2 WATER HEATER 4500 30/2 #10 1 WASHER 1500 20/1 #12 2 DRYER 5000 30/2 #10 1 EXTERIOR RECEPTACLES (3 0 .10 KW. EA.)300 20/1 #12 2 POOL PUMP (FUTURE) 2400 20/2 #12 1 CEILING FANS (2 0 .2 KW EA.) 400 20/1 #12 1 REFRIGERATOR 1200 20/1 #12 1 DISHWASHER 1200 20/1 #12 1 O.H. DOOR OPER. (1 0 .5 KW EA.) 500 20/1 #12 1 DISPOSAL 900 20/1 #12 1 SECURITY SYSTEM (OPTIONAL) 1000 20/1 #12 1 EXTERIOR FLOOD LIGHTS (2 0 0.3 KW EA.) 600 20/1 #12 2 A/C COND'G. UNIT #1 (3 TONS) 2 HEAT STRIP #1 (10 KW) 2 SPARES SUB —TOTAL (N.C.) = NON —COINCIDENTAL LOAD FIRST 10,000 WATTS 0 100% BALANCE 0 40% A/C LOAD 0 100% TOTAL LOAD 6400 50/2 # 6 (N.C.) 10000 60/2 # 6 3200 43,200 WATTS (NO A/C LOADS) 10,000 WATTS 13.280 WATTS 10,000 WATTS 33,280 WATTS 33,280 WATTS / 240 VOLTS= 138.68 AMPS USE 150 AMP PANEL NOTE: AIR—CONDITIONING LOADS ARE ESTIMATED FOR CALCULATION PURPOSES ONLY. VERIFY INSTALLED EQUIPMENT NTH AIR—CONDITIONING SUB —CONTRACTOR'S DRAWINGS. NOTIFY ARCHITECT OF ANY DISCREPANCY. (3) #1/0 THWN CU IN 1-1/2" RECEPTACLES ARE REQUIRED )TECTED (2005) NEC METER BY POWER 150 A MAIN COMPANY BR BREAKER PANEL 2 POLE 1 PHASE SERVICE BY POWER 3 WIRE COMPANY \ COLD WATER PIPE ~ #2 BARE CU GROUND TO COLD WATER PIPE, GROUNDING ROD & BUILDING STEEL ELECTRIC RISER DIAGRAM N.T.S. GENERAL ELECTRIC NOTES 7. DO NOT SCALE ELECTRICAL DRAWINGS REFER TO THE ARCHITECTURAL PLANS AND ELEVATIONS FOR THE EXACT LOCA77ON AND VERIFY WITH OWNERS REPRESENTATIVE. 2 ALL WORK SHALL BE DONE IN ACCORDANCE W17H THE LATEST ED177ON OF THE NA77ONAL ELECTRIC CODE AND SHALL COMPLY WITH ALL LOCAL CODE REGULA77ONS AND RESTRICTIONS. J ROMEX" WIRE MAY BE USED. 4. PROVIDE GROUND FAULT INTERRUPTER CIRCUITS FOR ALL WEATHER-PROOF RECEPTACLES, BATHROOM RECEPTACLES, KITCHEN AND GARAGE RECEPTACLES (PER NEC 210-8) 5. PLACE ALL RECEPTACLES VERTICALLY IN WALLS 6. ALL SMOKE DETECTORS ARE TO BE CONNECTED AND POWERED BY HOUSE ELECTRIC AND HAVE BATTERY BACK-UP. CONNECT ALL SMOKE DETECTORS /N TANDEM SO THA 7 THEY ALL SOUND S/MUL TANEOUSL Y. 7 ALL BEDROOM RECEPTACLES TO BE ARC -FAULT TYPE CIRCUITS PER NEC 210-12 PROVIDED ELECTRIC SMOKE J DETECTORS WITH BATTERY BACK - UP IN ALL SLEEPING AREAS AND STAIR LANDINGS RRED SO THAT THE ACTIVATION My DETECTOR WILL ACTIVATE ALL. ELECTRICAL PLAN 1/4"= l'-O" THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPUCASLI QQ;I®, SCOTT D. DYER ARCHITECT, P.A. AA C001929 AR 0011551 2441 QUANTUM BOULEVARD BOYNTON BEACH, FLORIDA 33426 (561) 641-7575 THIS DRAWING, AS AN INSTRUMENT OF , SERVICE IS THE PROPERTY OF THE ARCHITECT AND IS NOT TO BE USED ON OTHER WORK, REPRODUCED IN WHOLE OR IN PART, WITHOUT THE ARCHITECT'S EXPRESS WRITTEN CONSENT. TO THE BEST OF MY KNOWLEDGE, THE DRAWINGS AND SPECIFICATIONS SUBMITTED HEREWITH, COMPLY WITH EXISTING INTERPRETATIONS AND PROVISIONS OF THE APPLICABLE BUILDING CODES IN EFFECT AT THE DATE SHOWN BELOW. NO WARRANTY EXPRESS OR IMPLIED IS HEREBY GIVEN. COPYRIGHT © 200 SCOTT D. DYER AR ITECT, P. ALL RIGHTS RESE D MAR 7 20 II REVISIONS FILE COPYI COMM. NO, 06-031 DATE 28 DECEMBER 2006 BURKE RESIDENCE B Y: ATLANTIC COAST HOMES, INC. LOTS 16, 17, 18, BLOCK 41 ST. LUCIE COUNTY, FLORIDA SHEET A-6 OF 6 W 0- 00 N N i 0 rG�ul�lwiM�: RNEiM 4 -%p 1 %EER Niwit Puwp ?"pis Coe%Z AZ `,StAIA z41311 'Ti.1 M. %tu - 41D M a To -to& SbN - %161uo I4SP IF �.vo N ^1 m m �- l" cp A/C COA/D'G. Lovrr 48-B" 24=6"-- 4-4„ 3=2" lra-ID" 3=2"1, 4'0" 1-4" 3-2" 6-1ID" 416„_ 6=4" 2=4" 1. 44„ ?6 sN 16 s4 (6GRawll (96,11, 8J ® IIIIIIIIIilllll!!I ® ®IIIIIIIIIIIIIIIIIIIIIIII ®IIIIIIIIIIIIIIIIII IIIII ® ®III IIIIIIIIIIIII = cp I = el 0 _ BE ROOM 3 BEDROOM Zp = x10 -_ r , _ IMP *! 4`-m'X6'•B ` I PLAN ------- / 1 IIII' 4„ 3- •� M/LY ROOM ® - _ SLs�IM 4° �o 42" COUNTE kCSW V EL WALL 0 _ BELOW - IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII ® ®IIIIIII IIIIIIIIIIIIIIIII IIII® ®IIIIIIIIIIIIIIIIIII = 7-4 I loJUL t 1 /// I � / = PAN. Sw _ 171 ��� / I ❑ ❑ ° SAF TY� I Elih L. EN 5/2„ - B ROOM 4 i Dtu DBL. 8/NC m° 6eF i D/N/NG ROOM ^ _ 1 1 q 4"11 2' 0' f7/EAN U I h I0'-241 a rK Air v 42" HIGH Bit f�! Gc Nr 'A,' PARTITION I '-?Ij' N n.. V /=m„ 6" 6,/ 4" 9=B" + ANGE W/ 1 4 m-6" 4„ = r DRYER rNRU R r0 EXTER/OR p a SHELF ------ - - --- --J = _ (o .) N o ` , M lox to ll colfirk J iff WA 7VR L W GATT. I°, C'�`\ = INSULATION , MA.47'ffitl raS/ITE -_ 10'-21' rAL tl Hr. 7:411 4„ 3_4„ 2:ID„ 9_4„ 3-//„ 4„ 4„ I 22"X64" ATTIC I ism = ACCESS FOYER so-WLF m rVP o /m Hr.Nr - GF 2-C4R 64RAro I R t s - IIII ® ®IIIII IIIIIIIIIIIIIIIII®IIIIIilllllllllllllllllL+� ® ® / ®I®II = ----------------------------- --- i _ 3 _ i s4FElYGLAss s i r/ Ry = - I = I - oT WA I = m Mai � l6'-m' X T-m° Oh! GGi9R 41 3-4" 41-51, 6-2" 9=l" B" 3-2" B„ 234" 3'm" 46„ 3,2„ e h °1 Nt N m m TYPE DESI CNATI ON F = FILLED WM GROUT / U = UNFILLED r QUANTITY OF #5 REBAR AT BOTTOM OF LINTEL CAVITY 6F 16-16/ IT NOMINAL \VIDTH J1L OANTITY OF #5 NOMINAL HEIGHT PI -BAR AT TOP FLOOR PLAN N®iM&: 1. ALL HEIGHTS ARE RELEVANT TO r-NISN FLOOR El EVATIGN (+O=O J LOLE55 NOTE5 OTNE�WSE 2 ALL CEILING F/EIGNTS ARE . 9=2 1/2"AFF. 4 4 VLE55 NOTED OTHERWAF 3. ALL ANGLES ARE EITHER 45' OR W' INLE55 NOTED OTNEM26E 4. PROVIDE R-# IN56LATIOfV IN ALL FLUMBIAY U441.1 5 (VERIFY W/ O'INERJ 5. ALL BEDROOM U4NLPCU,6 TO CO'� W1 EGRE55 CODE5 6. ALL CLOSET S 51 VIN'a SA/OUV ON THIS ORAU&eff 16 FOR I/ I I STRATICN ONLY (VERIFY EXACT LAY-IX/T wl ouNER) ¢ i Ar ro I 7-5/8-AMAL NOMINAL WIDiH 8" I WIN®®W sILL ;emauiRr=MENts I ALL WINDOW SILLS ARE TO BE POURED IN PLACE CONCRETE. SIZE MAY VARY ACCORDING TO BLOCK COURSING. MAXIMUM SILL TO BE 6"X8" \V/ 1#5 CONT. DOWEL INTO FILLED CELLS ON EITHER SIDE OF WINDOW NO STEEL REQUIRED FOR SILLS 6" IN DEPTH OR LESS. WALL LMEN® 11 I I I I I 1 111111 I I DENOTE5 5" CoNc. BLOCr ![TALL DENOTES 2 x 4 =. 57UD5 AT 24"0.C. (OR 3-5/d'METAL STUDSJ W11/2"GYP. UgLLBOARD EA. SIDE DENOTES 2 x 4 (UD. 57UD5 AT 24"@G (OR 3- 5/9"ME7'AL 67LD5l W/ R-# BATT INSULA770Y $ 1/2"GYP. !WALLBOARD LVI R-# BA Tr. IN5'/LATICNI 4rric RFml-rs: ROOF AREA / 150 S.F. = VENT AREA RE0. 2,059 S.F. / 150 S.F. = 13.73 S.F. REOV. 7"X22" SCREEN VENT = 0.675 NET S.F. OF AREA 13.73 S.F. / 0.675 S.F. = 15.69 VENTS REQ'D. ROOF OVERHANG PERIMETER / 8.-0" O.C. SPACING = # OF VENTS PROVIDED 221'-9" / 8'-O" = 26 VENTS PROVIDED AREAS: FIRST FLOOR LIVING 1,628 S.F. GARAGE 403 S.F. COVERED ENTRY 26 S.F. TOTAL 2,059 S.F. r-LOOR i=L14N 1/4" v-m" - #SMINg(1) 2EO0 P I-1/2" CLEAR GROUT #5 REBAR AT BOTTOM OF LINTEL CAVITY BOTTOM REINFORCING PROVIDED IN LINTEL (vARIEs) THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL AArUpAR6180DiS, SCOTT D. DYER ARCHITECT, P.A. AA C001929 AR OD11551 7522 BRIAR CLIFF CIRCLE LAKE WORTH, FLORIDA 33467 (561) 641-7575 THIS DRAWING, AS AN INSTRUMENT OF SERVICE IS THE PROPERTY OF THE ARCHITECT AND IS NOT TO BE USED ON OTHER WORK, REPRODUCED IN WHOLE OR IN PART, WITHOUT THE ARCHITECT'S EXPRESS WRITTEN CONSENT. TO THE BEST OF MY KNOWLEDGE, THE DRAWINGS AND SPECIFICATIONS SUBMITTED HEREWITH, COMPLY WITH EXISTING INTERPRETATIONS AND PROVISIONS OF THE APPLICABLE BUILDING CODES IN EFFECT AT THE DATE SHOWN BELOW. NO WARRANTY EXPRESS OR IMPLIED IS HEREBY GIVEN. COPYRIGHT Oc 2004 SCOTT D. DYER ARCHITECT, P.A. ALL RIGHTS RESERVED REVISIONS FILE COPY COMM. NO. 04-063 DATE 25 JUNCO 2004 Isv kit 7 RESI®ONCE ®Y: LOT ._ _BLOCK SAN t.ucX'6 P�-A'ZP ST. LUCIE, FLORIDA SHEET A = 0 OF 0 W Z_ ff d