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HomeMy WebLinkAboutSITE PLAN&' MAX POST: 1 X 4" PIT, OR 2 1/2" MIN. DIAMETER WOOD STEEL 133 LBS. FT. MINIMUM I I .. r II II ELEVATION OPTIONAL 20° / PRINCIPLE POST POSITION POST Q (CANTED 20* TOWARD FLOW) POSITIONS �vuj — Ir FILTER FABRIC (IN > CONFORMANCE W/ I I FILTER FABRIC SEC. 985 FDOT SPEC) I I AN EROSION CONTROL BARRIER (E.G„ SILT FENCE) SHALL BE INSTALLED 4 ENTRENCHED TO CONTAIN THE PERIMETER OF THE DEVELOPED AREA, TYPICALLY ALONG THE ENTIRE SIDES AND REAR OF THE LOT, ALTERNATIVE PROPOSALS MUST BE PRE -APPROVED BY THE ENVIRONMENTAL DIVISION, CONTACT 112-288-5495 UUIN� LOAD INFO tiATION CODE EDITIONS- 2011 FLORIDA BUILDING COD 6TH EDITION CHAPTER 6 OF ASCE 1 - 1 0 BUILDING DESIGN: ENCLOSED ULTIMATE DESIGN WIND SPEED: 110 MPH NOMINAL DESIGN WIND SPEED: 132 MPH RISK CATEGORY: II WIND IMPORTANCE/ USE FACTOR, 1.0 INTERNAL PRESSURE COEFFICIENT - EXPOSURE CATEGORY: B WALLS (ENCLOSED): 33 PS,F, IMPACT PROTECTION- IMPACT RESISTANT DOORS 4 WINDOWS COMPONENTS E CLADDING: ZONE 4 ZONE 5 10 SQ, FT, _ + 40,0/ -41,6 PS,F, 10 $0, FT, : + 44,0/ -58.8 P S F, 20 SQ, FT, _ + 42,0/ - 45b P.S.F. 20 SQ, FT, _ + 42,0/ - 54,9 PS.F, 50 SQ, FT, _ + 39,3/ - 43,1 P S.F, 50 SQ, FT, _ + 393/ - 49,6 PS.F, 100 SQ, FT, _ + 31,4/ - 41.0 PS,F, 100 SQ, FT, _ + 31AI - 45b PS,F, ALL DOORS 4 WINDOWS TO BE INSTALLED AS PER PRODUCT APPROVAL GENERAL NOTES CONTRACTORS TO PRICE IN COMPLETE ROOF REPLACEMENT TO MATCH NEW ROOFING PROVIDE SHOP DRAWINGS FROM TRUSS MANUFACTURER TO KELLY A KELLY ARCHITECTS BEFORE PROCEEDING W/ WORK REPORT ANY DISCREPANCIES TO KELLY 6 KELLY BEFORE PROCEEDING W/ WORK CONTRACTORS TO VERIFY ALL SQUARE FOOTAGES CONTRACTORS TO VERIFY ALL INTERIOR BFEARING WALL FTG, W/ TRUSS MANUF, CONTRACTOR TO VERIFY LOCATION OF ALL UTILITIES AVAILABLE AT SITE BEFORE PROCEEDING W/ CONSTRUCTION CONTRACTOR TO HAVE CERTIFIED FLORIDA SURVEYOR LAYOUT BUILDING ON LOT TO ASSURE NO SETBACKS OR EASEMENTS ARE ENCROACHED DUROCK SHALL BE USED IN ALL DAMP LOCATIONS, IN ALL WALLS WITH TILE AND ALL AREAS WITH TILE OVER FLOOR TRUSSES/JOIST, PROVIDE PLUMBING ACCESS PANELS TO ALL SLIP JOINT CONNECTIONS PROPOSED A/C UNITS SHALL HAVE AN 6,E,E.R, OF 16 OR BETTER WINDOWS SHALL BE P,G,T, FIXED 4 SINGLE HUNG VINYL F AMES, SCREENS, A TINTED IMPACT RESISTANT GLASS (UNLESS OTHERW SE NOTED) SIZES INDICATED AT ALL DOOR 6 WINDOW OPENINGS ARE NOMINAL AND MUST BE VERIFIED W/ MANUFACTURER FOR ACTUAL SIZE AND ROUGH OPENING EGRESS WINDOW UNIT SIZES ARE NOMINAL AND MUST BE VERIFIED W/ MANUFACTURER FOR COMPLIANCE WITH EGRESS REQUIREMENTS OF THE GOVERNING CODE FOR SLEEPING AREAS PROVIDE EGRESS WINDOW UNIT ae ALL SLEEPING AREAS AS PER F,5,C2011 TEMPERED GLASS TO BE USED AT ALL HAZARDOUS AREAS (F,B.C. 2011) EXTERIOR DOORS 4 WINDOWS SHALL BE CERTIFIED FOR RESISTANCE TO LOCAL WIND PRESSURE AS REQUIRED BY F,B,C, 2011 - 110 MPH WIND LOAD ALL BATH ROOM WALLS SHALL BE INSULATED ALL LUMBER IN CONTACT W/CONCRETE OR MASONRY SHALL BE PRESSURE TREATED ALL STRUCTURAL FRAMING TO BE HEM FIR 02, SPF 01, SOUTHERN PINE #2 OR APPROVED ALTERNATE W1 fb=1000 P,S,I, MIN, - NON -STRUCTURAL FRAMING MAY BE SELECTED SPECIES - "STUD" GRADE PAN AND DRAIN AT WATER HEATER (F,B,C, 2011) DRYER VENTS NOT TO EXCEED 25' FROM DRYER TO WALL OR ROOF CAP, INCLUDING ELBOWS PLUMBING AND DRYER VENT STACKS TO PENETRATE REAR ROOF PLANE OF BUILDING FSILT FLOW SECTION PLATTED ACCESS 8 UTILITY EASEMENT 1 I I 1 REQUIRED SETBACK POND 0�, S, 12 DEG, 31' 10" W, 12,08' ` i SITE PLAN 2 DEMO 4 FOUNDATION PLAN g� ♦ 3 FLOOR PLAN" O Ul PGx- 4 FRONT d REAR ELEVATIONS, SECTIONS LLI m ` ♦ '\ 5 SIDE ELEVATIONS, SECTIONS & DETAILS r ♦ 6 TIEBEAM AND ROOF FRAMING PLAN [� O ♦ ��i `\ i ELECTRICAL PLAN RECEIVED EXISTING POOL AND ENCLOSURE ' Vie. �F�\ 8 H,V,A,C. PLAN JUL 12 2018 0 / ,� '� ''` \\ \ ♦ �i3, \ ST. Lucie County, Permlttin`I Q EXf TING PROPOSED ` a G � ♦ ' \ Pin \ \ \ O �AN \IL ♦gyp OOL EQUIPMENT GENER I A/C COMP, e \ I \ \ ♦ \ \ \\ � ♦ \ Rni-I 1 HIDE EQUIPMENT WITH I I i LANDSCAPE - BY OTHERS \ \ P OPO D '\\ DD1 ON 'i III t' _ I MAT EXISTING l FINISH FL OR ELEV,l1 II RROPOSED i 1 I WAVER WAL II If 1 PROPOSED PAVER DRIVEWAY \ I I I TO MATCH EXISTING i '\ iF SILT FENCE I , ' \ EXISTING PAVER DRIVEWAY II PROPOSED PAYER DRIVEWAY \ TO MATC� EXISTING 1 509 GAL i GA� TANK ' \ U \ ♦ r - -SILT FENCE ' 0 CONCEALED FASTE OR ATTACHMENTg I 00'' 0 ARE THE PONSIFL"Y OF THE ' ( QJO C AACTOAOFAECOAD ' do E PLANS AND ALL PROPOOED WORK pAR BUBJECTTOANYCORRECTIONS / REQUIRED SY FIELD INSPECTORI THAT �(� \ � TO QQmPLYWTHA66APPLICA6lapppat, /, 0`0 l / ($D2 6 u33 \ I ST. LUCIE Cd . im.Dr; r 777' . REVIEWED F C LIA1 E Yam/ ' AU G' U 1tEVIEWE 6'' DATE p AND 11fUST BE KEPT •SHOICIIFi(I r - Nd a 1Nq'PECTIL. BE MADE. , \\ ` "\ '-- i i ' EMAIN FBCE ERG C`OD UST N ALL NJ O��A�'� UNTIL SPECTIONSAREAPPROVEDS j or lop 0\ z o 0 O `b ' /0 Q - r , l ' / � I, \v 11 1114\1\0* 040/ i JOB LEGAL DESCRIPTION UNIT 63, HARBOUR RIDGE PLAT NO, 13, PLAT BOOK 28, PAGE 3, MARTIN COUNTY, FL, FLOOD ZONE "X" INFORMATION TAKEN FROM SURVEY PREPARED BY: BLOOMSTER PROFESSIONAL LAND SURVEYORS, INC, JOB #11564 s 4a� File a� o aav101a 28 J N 1116 2 9 JAN I OF EIG 5112 # C / 36" X 63" \ �4\ 6u \ I ITS TING 7 ALCOVE 1 1 4'0" X 5'3" 1 POOL 1 1 REMOVE 11 l i EQUIP, i t IIra 1 1 �T Z Cl_ I 1_c�nn1` �I I REMOVE W O PLI�MBING I OWNERS BATH a U W = — _ _l, r o z I Ir FOOL 111 4TR. 111 \ I \ REMOVE I I 2 - 2'6"Xa'O" y7e�w;w HER 1 1 rF =T-— I I IICAP �_�, C•1PLU1;1 ING 1- �-_--I I r CAP OFF I CONdRE I ��4f�f1OA1 1 I ING I I FILL SHOW III C0MP.) I \ \I , I I \ - J 1 - - - J - - - - - - r - A2-2'&-X0 2 - 2'0"XBb" I\C -- - ----------- - - - - [\ \ 1 ` m I xopo F Nln REMOVE 5EDRY20M 0 TWO + °z a WIC I \ 1 I STUDY / I I I / / I I I 1 I v i I F1f } ———— — — — — —— \ REMOVE DOOR /k/ 1111_/----\\--_------ \ \ 1 TO BE FRAMED IN � \ \ II I I/ - - - I /y REMOVE �2" x 63° _ NTH #TWO / \ \ I I b W %nI I / I r i i CI T— Of — — — — _ — _" — — — — — — — WWI / � I // 41211— `\I L' — — — — — — — — — — — — — — — — — — — — — — — — — — — WALL LEGEND E t"01 0 L I T 10 ® EXISTING 2" X 6" FRAME WALL FLCCR FL74N EXISTING 8" C.M1J. WALL REMOVE EXISTING 2" X 4" FRAME WALL 1/4' - 1 -0" REMOVE EXISTING 2" X 6" FRAME WALL r - _ - REMOVE EXISTING 8" C MJJ. WALL _ J KELLY 4 KELLY ARCHITECTS IS NOT RESPONSIBLE FOR A NECESSARY REPAIR, REPLACEMENT OR RENOVATION TO ANY UNFORSEEN, CONCEALED STRUCTURAL CONDITION EXPOSED DURING THE DEMOLITION PHASE OF A REMODELING PROJECT: ANY 4 ALL EXPENSES RELATIVE TO SUCH A SITUATION SHALL BE THE RESPONSIBILITY OF THE OWNER DOWEL NEW SLAB TO F 4" MIN, 2500 P,S,I, MIN, EXISTING W/ 1/4" X 3" TAPCONS FIBERMESH CONCRETE AT 12" O.C. STAGGERED W/ I' MIN, IMBEDMENT INTO EXISTING SLAB G a 4 4> Q d EXISTING SLAB NEW SLAB 6 MIL, VAPOR BARRIER ON 2500 PS,1, COMPACTED 4 TERMITE TREATED SOIL DOWEL NEW SLAB TO EXISTING W/ 8" LONG #5 BAR DOWELED 4 EPDXIED INTO EACH as 12" O,C,-7 4" MIN, 2500 P,S.I, MIN, FIBERMESH CONCRETE EXISTING SLAB NEW SLAB 6 MIL, VAPOR BARRIER ON 2500 P,S,I, COMPACTED 4 TERMITE TREATED SOIL SITTING ALCOVE EXISTING OWNER'S SUITE EXISTING 75IE)ENCE FOYER EXISTING STUDY ENTRY <V ih I I I PROPOSED PAVER WALK I I 6'4" REMOVE WINDOW FOOTING SCHEDULE MARK 61ZE STEEL REMARKS ® 20" W. X 14" D, 3 # 5 BARS MONO. W/ 1 1/2" KEY ® 20" W, X 14" D, 2 # 5 BARS MONO, W/CURB N 20" W, X 14" D, 2 # 5 BARS MONO. W/ STEP N 12" W, X 12" D. I # 5 BAR MONO, N 8" W, X 8" D, 10 5 BAR MONO, PROPOSED ADDITION 22 gn I I I I 4Y 11'4" I d� i 1'1 n Iw I TIE INTO EXISTIN —L —I— I Ir � I II fl/ ll� I D I O I I I Ixl I / I 1 I I I 6'0" $ 5'3" 12 0 OWNER I I � ® 1 LAY. LAY. II �L J "J .: 2" 16'6" 1 3 k/sT/y0 1/211 1 1/2"P 1 V21" I 1" 3 2" /2 3 2" 3„ — 4„ 1 1/2" Op, PLUMBING RISER DIAGRAM N.TS, -------------------- — O I I I— I- 1 ,POOL I EQUIP. 12 5 K.W. II E ERGENCY 11 IO GENERATOR I I N t_ r GAS TANKLE SWATER HEAT R L 1 A/C COMP,)------- -----------I — —I 8" X 11/2" KEY WAY I I I I s I N c'4 ®I MATCH EXISTING 1 FINISHED FLOOR ELEVATION I /4" I — — — — — — — — — — - — — — —------- ----- — " ,I "1 II II II II E I L = =1 L = J LAY. LAV. `v "S ,,gin I NEW LOCATlS�— (3000 P.81. CONCRETE) 4" THICK CONC, SLAB W/ 6" X 6" 10/10 W.WF, I� =11 I FRON 0 T I OR FIBER MESH OVER VAPOR BARRIER LOAD OVER CLEAN, COMPACTED, TERMITE IL _11 DRYS II S I TREATED SOIL (2500 P.S.F. SOIL) I TIE INTO \ \ 24" LONG DOWELS 6 48" O.C. IS IN \ \ \ DRILL A 12" DEEP HOLE INTO \\\\ EXISTING FTG. - EPDXY FILL HOLE 1 INSECT HALF OF THE BAR 1 5'8 /8" �e � BEARING WALL o , �n F-� - -- ---0 --- --T O _ r N B"XIU2"KEYWAY lul „ 4" STEP D ------------ 1 2) " X 6'8" 1 I " I O' B I N.B. I I p I I n I I VAL I I 0 I I I I I I rJ rJ INDICATES 8" X 8" CONCRETE FILLED 12" X 4" CURB I CELL W/ I # 5 BAR VERTICAL v I v_ I 2 " SLOPE FLOOR_ (3000 P.S.I. CONCRETE) 4 THICK CONC. SLAB W/ 6 X 6 10/10 W.WF. OR FIBER MESH OVER VAPOR BARRIER OVER CLEAN, COMPACTED, TERMITE TREATED SOIL (2500 PSF. SOIL) IN I V J rJ I Q I I PROPOSED PAVER DRIVEWAY MATCH EXISTING SLOPE FLOOR �n 3e- 1 I o I I L----------- 12"X4"CURB OI SO" X 5'3" HE 16'4" t» I 0 II 10'0" a I BURIED I 500 GAL. I I L.P. TANK I M I I I 4 / ILL 41 co co c IL I v� W U C1 = 0 LL1 1/4" = P-0" OL OO FOUNDATION GENERAL NOTES z BOTTOM O P ALL FOOTERS MUST BE MINIMUM 12" BELOW FINISH GRADE THE OUTER BAR OF ALL EXTERIOR LOAD BEARING FOOTERS SHALL BE N CONTINUOUS AROUND CORNERS OR BY BENDING BAR WITH MINIMUM tt� 25" LAP E CH DIRECTION ALL FOOTER BARS SHALL HAVE MINIMUM 3" CONCRETE COVER --- -� WHERE THE CONCRETE 15 CAST AGAINST THE EARTH OR I In" WHERE ®@ M I B I 0 0 5 THE EARTH CONCRETE IS FORMED AND EXPOSED TO EITHER THE WEATHER 28 J N 18 ALL DOWEL BARS SHALL HAVE A STANDARD 50 DEGREE HOOK AND BE EMBEDDED 6" INTO FOOTING, DOWEL BARS SHALL LAP VERTICAL WALL REINFORCING BARS A MINIMUM OF 25", PLEASE NOTIFY THIS OFFICE PRIOR To PROCEEDING WITH ANY WORK 2 2 MAR 18 IF ANY DIS REPANCIES ARE FOUND 0 BLOCK OUt 1 1/2" AT ALL EXTERIOR SWINGING DOORS NOTCH SLAB 1 1/2" AT SGDS 4 O.HD. 213 JA�N 18 DEPRESS SLAB AS REQUIRED FOR SHOWERS, FLOOR FINISHES, ETC. A OF EIGHT �g Q000 g G°3l(�.# 9 �4SI I1 1 = 11011 REPAIRS 24" WIDE OR LESS 111 = 11011 REPAIRS 24" AND WIDER EXISTING STRUCTURE I PROPOSED ADDITION EXISTING L1.1 z Lu 1 1 I .- ._ - - - - - - - - - - - - - T \ - - - - - - - - - - - - - - - - _ - - - - i I \ I ♦ � I / \ \ \ E o EXISTING STRUCTURE PROPOSED ADDITION -- - -- - - - - - - - - - - - -- ------ - - - - -- \ �7i ` EXISTING I \ \ \ Ism \ 1 SITTING 64 228" o `4,0\ I \ ` \ 16,0" 6,8" \ » \ ALCOVE o00 I ` \ EXISTIN I \ \ G@ CA IN " \ �] o0 EXISTING 48' \\\ }�i EXISTING i�--r----- ------ 011- LIVING ROOM I OWNERS SUITE ---------------- 48 HIGH WALL\ \ � 1 - - - - - - - - - - - - - - - - - - - - - o I- -- - - - - !� I REMOVE WINDOW 72" 63" o o o TUBE EXISTING/ No 9 4Y2 5 8,' A 8" 1 { Ls' I L�; \ iPOOL ' R $ N!S W,I,G, , ; s 't a Ts \ 4 HIGH OAKING 1 / EQUIP, 2 5 K. W o \ 1, WA1t OT TUB o LYE Q 16' LF. HANGING / 2 __ /� EMERGENCY \ I , \ BEADB0.4R0. - - - - - , n SHAMPOO \ �7 EXISTING ' \ FLATTEN CEILI _ - _ /, 30 REGRESS GENER TOR \ I MEDIA ROOM ' \ , 2T X 6'8" WOOD FRAMELESS GLASS \ au CASE SHOWER ENCLOSURE / \ GASTANKLE S Z I \ , x 1 OPENING OWNER S BATi-i m \ WATER HEATER \ N� -1 I ,' ` `axo ' REMOVE po 1 , 0 HIP VAU LEITLHIP LEITL IC�14G `\ \\ Nnm m I , , EXISTING , / \ POOL A/C TUBE SKY I / _ 2'g"X'"---------- ---- VTR. BUILT.I�I DRESSER ` i GAB T FLAT CLG. TALL -- - - -- g 3'6 / ' AT VAN." CAB'T 17 w I / / TWO STEPS DOWN \ / _ 2 / I o \ \ [ d) / \ , R d S 2T X 6'8" \ \ / // @i REPLA E \ 3y2" - 12'02" 8 510 2" /{OIL TRIES \ \ \ 15'}0" /, / of DOO EXISTING / ' \ \ , 4 S \ \ ` - - - B EAKFAS'� DRY BAR/ / , ` _ - - \ \ / R �I 23' LF,HANGING \ - - - - - - - rr BIE F,60M # TWO / Sid6Y w P _ { i HIP CATHEDRAL _ _ -36 --6--_-RtS---- -< o EGRESS W,I,C, I, I CEILING WITH BEAMS / 1 I SN WINDOW-' X , I CLG.FINIS14 f' X 6'�T1G I »I IN " n / ' " COAT 4'71/2" LINEN N 3'8' I 5'10 3VA' 3' ,y Aie 'lie/ I I 30 N 0/MP. / ` \CLOSET GL 8"X6' e / / /` - - - - - - - -� I . M � L21 CX8'D \ -- 40 i, DRY BIYR ---- 1—7 ,1 PROPOSED WOOD / I / / / / ` D/W / I / \ \ EXISTING TUBE SKYLITE / o CASED \ \` \ / \ EO R I ' if I x OPEN1NGx / / / EXISTING f / / r7 °o h / / / / ,' 7 EXISTING / \ ` ' 4 STUDY FAMILY F f 1 Q 1. EXISTING 1 (�✓ NIni�3 \ / , I I Lu KITC�4 N \\ "FANTRYII, 3,1„ 9,2» HE F26 ED I FOLDING COUNTER / / o500BUR1GAL, I `Z- - - -: 1,, o4 b -RE60CATF,D VANITY CABINETS a m n AWNING <r u_ I L.P. TANK I/PROPOSED NREF. 36' 8 TUBE SKYLITE 12'6v2 \ 3'6" po TN TWO 9'7" °0 3'6y2 6" 8° ' I EXISTING - - - - - - / O O - f - - - - ` SIN / / ` \ X = ' LAUN R \ \ N JA K t JILL \ \ N V L = ELECTRIC \ EXISTING ` I ® m 1= 1 \ }- METER r - - - _ _ \ / ENTRY \ I ' 0 2'8"X6'8" _ ' z - - - EXISTING _I ALTIG \ - OV- ` i \ 8° X 68" \ \ �' 200 AMP ATTIC PAN �7 ' P I \ \ \ \ \ "o ' / i / ", U U z FRONT FR N \ I a / I ELECTRICAL I -+ - - ' ul2- ' " _ _ _ LOAD_ L0�4 ` M I \ \ \ M /,'i I .00 iy / I PANEL i _ I / i / 3 I DRYER WASH \ \ \ \ \ /, I =� ✓ / LU LL- I I I I PULL--r---------------- ---- a! EY I \ I I i I DOWN I I " RO 2�" ,8" -SIARI / A8' UPPERtLOWERSHELVES 1 o I Raal`4-# -EE I co I ' �----- - - - - -_ � I �\ I HIP CA7H,T0 T 3¢ 22 \ I I CEILING WITH BEA'ms i I ' } �- ' 3'0" 1 " CLG. FINISH DRYWALL "I 3'0" ' EGRESS / - - - - - - I I I _ I = t �� ATTIC ESS } \ WINDOW / U cN - m n 12'7 <r8 \ 16'0/2' I z EXISTING 1----- --- - -- - - to ' LU TWD CAR GARAGE REMOVE EXISTING HINGES S TCH STORAGE I S " i /L - - - - - - - - BOX BANDS , \ BEARING WA L / V / \ ' a\�1 --I 3,6" - c - 6,-p,r - - - "6 r 1 8'10`" \ \ I J I r N WORK, E,NCH W/ Q U r - - - `2' "X6'8" CABINETS ABOVE 3'0"X8'D" 1 2 - 4' "XS'D'fol 1 ---- T14R'D \ / INIIIINfIIIIINIIIfBIIp�IININII TH 'D 20 MIN, IRE RATED DOOR \ \ { / ' p� I /y OR JN y I G[ d/G On D F ME, SELF CLOSING ` H B. , \ 1� �I (�/1 FLAN mMP I PROPOSED PAYER WALK 1 NCH o DO I? HARDWARE `\ r - - - / 1/4u _ 1' Ou T w \F-, FUTURE CAR LIFT\ f�, / / / U , AREA SG2; FT, CU: FT, BOX OUT ` ` w ' — — — FOR \ > EXISTING LIVING 2 6 4 2 23,250 tL Sub - \ U / �\, PROPOSED LIVING 8 8 6 1,1 9 6 PANEL z TOTAL LIVING 3 5 2 8 31,0 4 6 (L < Lu — — — — — — — — — — — I --- � EXISTING GARAGE 5 1 6 4 S O 0 " PROPOSED GARAGE 6 0 2 1,424 z TOTAL AREA 4 1 0 6 43,210 Lo n n cv I I �I L _ I \ I X MINI -SPLIT I I O I A/C SYSTEM \ =rt N o / N / / I ABOVE F-, r�, J m WALL LEGEND I ,I ti I Q , / � \ _ 1 f 28 JUN 18 22'9�" 0 8 / EXISTING 2" X 4" FRAME WALL EXISTING 2" X 6" FRAME WALL m / - - \ \I / / \ \ EXISTING 8" C.M.U. WALL 2 2 M A R 1 8 L- - i- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ' GOLF CART GOLF CAIkT\ I ,' p^ o PROPOSED 2" X 4" FRAME BRG. WALL - \ O � \ I = � / / /��� ,' ® PROPOSED 2" X 4" FRAME WALL I 1 16 'J ® PROPOSED 2" X 6" FRAME WALL 2 S JAN 141 ' TWO GAR GARAGE PROPOSED 8"CML.WALL \\ EXISTING PAVER WALK ,' \ 'I \ \ / 36' 63" 36" 63' --- - - - - -- --- - - - -- - - - -� -'/ \\� File Cop ' of EIGHT \ 6'0" 1211/8 6 0 / o moo EEC.# �aa9 \ ` ��� EXISTING STRUCTURE PROPOSED ADDITION I' -3' LONi SCRE4 2eEA PROPOSED 8" X 16" GONG, BLK.-- 1/2 DRYWALL I" X 2" PT, FURRING 5/8" STUCCO ICxID INSULATION STUCCO o- TO MATCH EXISTING POURED GONG, BLK. c � 2" X 4" PRESS. TREATED CELL W/ 10 5 BAR EACH JAMB , �, DOOR CASING VINY INDOW ATGH EXISTING GONG. SILL FIR JAMB WINDOW SHALL BE SEALANT ALUM, THRESHOLD FLASHED W/ VULKEM Il6 BY TREMCO P,T, I" X WOOD BUCK ANCHOR TO (OR EQUAL) FOR BRICK MILD, TO CONC, 4 GONG, BLOCK W/ HILTI PIN DS ,Ill DIA, 11/4" PENETRATION BEADS AROUND WINDOW, THE SEALANT 1 3/4" SOLID GORE 6 16" O/C MIN. OR 1/4" TAP CON DOOR SCREWS e 12" O/C SHOULD EXHIBIT A MIN, SURFACE CONTACT AREA OF J 1/4 ONTO SUBSTRATE JR f (� 1 1/2 = 1-D \4 M11> I� E >4 D PRE CAST GONG, LINTEL FILLED W/ CONG, W/ I #5 BAR P.T,1" X WOOD BUCK ANCHOR TO GONG, 4 GONG, BLOCK W/ HILTI PIN DS .Ill DIA, 11/4" PENETRATION 6 I6" O/C M €N, OR 1/4" TAP CON SCREWS aQ 12" O/C POURED GONG, SILL W/ 10 5 BAR �� II II DEBATE X 4" TOP 5/8" drywall on ceiling 2 X 4 STUDS m 16 oic 2 x 4 Load bearin wall with studs at 16' o,c, m x CELL W1i I - #6 BAR I/2" drywall on walls, PROVIDE NIO X 5" INTO SCREWS m Ib o✓c INTO BLOCK WALL Anchor stud to plate wth 2" x 4" sIEE PLATE Simpson SP4 ties at each stud with 6 IOd nails. ffrom wall with doubleor to late to bearing le p p g g of roof truss above, Anchor stud to laces with p Simpson SP4 ties at each stud with 6 IOd nails, I I � � 4 ° o p n D 0 u II II THIS ASSEMBLY GOOD FOR 11000 PLF OF UPLIFT. 9. a — 1/2" x 8" redheads at 32" o c, with 1/4" x 3" square Reel washers, Footer to be 14 deep x 20' wide with 3 #5 bars continuous. i II I1 IJINDOLJ IDETAL _...._., nwaU aoenc _.,..._ IN, - - ICONCRETE 1�1�1 lelsl/l�lri 1 FILLED CELL WINDOW OPENING PROVIDE MORTAR GROUTING ALLJOINTS 1/211 _ 1,- 011 SPANISH TILE ROOFING MATCH EXISTING FASCIA MATCH EXISTING STUCCO MATCH m EXtSTINC EXISTING FILLED CELL 05 HOOKED BAR DRILL HOLE INTO EXISTING CELL, FILL WITH EPDXY 4INSERT BAR T 24" O.C. MAX,) 12 S F A-TC�4 IREMOVE I WINDOW AND CONCRETE I BLOCK PROPOSED ADDITION EXISTING STRUCTURE EXISTING 6Vt UCTURE I PROPOSED ADDITION FO T E L E X A T I C 3/16" = I'-O" WEST RE -ROOF EXISTING WITH SPANISH TILE 3/1(0" = 1'-0" File 0 .E iTING STING (IE�ISI®08 28� N�10 11i65 213 JAN I e 4 OF EIGHT �O� -------------- --------- - - - - - - I I I #5 HOOKED BAR - DRILL HOLE INTO EXISTING CELL, FILL WITH EPDXY t INSERT BAR (AT 24" O C) CONNECTION DETAIL RE -ROOF EXISTING ROOF E/ =�ING RE51[DD4CE J6/T l�A n L4I LOLL I I L SCALE 3/4" = 11011 ANCHOR LE EN MARK ■ALLOWED MAXIMUM UPLIFT SIMPSON MODEL NUMBER QUANTITY, SIZE d TYPE OF ANCHORAGE REQUIRED A 1 8 1 0 HETA20 9- IOd x 1 1/2" or S- 16d B 1450 HT620 24 - IOd - GONG/ CMU 4 -1/4" X CONC,13/4" - X CMU 21/2" TITEN C 1000 MTSl6 14 - IOd X 1 1/2" D 1 8 1 0 HETA24 9- IOd x 1 1/2" or 8- Ibd ALL TRUSS TO TRUSS CONNECTIONS PER TRUSS MANUFACTURER ALL LATERAL BRIDGING PER TRUSS MANUFACTURER TWO PLACES 1/2" - 11- 0 / TOP OF BE EXISTING I IG / OVER FRAMING \ \ w w n n X 5'3"II II 6 i-FEL II II J�" x 12'0" TOP OF 30" MIN, OUTSIDE Of CORNER B OVERLAP INSIDE BARS TO a mw OVERLAP EACH OTHER O AND TO BE TIED W/ wpZ-q ION 03 TIE AT JUNCTION OUO 1/2" = 1 - D" 8'2" TOP OF BEAM SIMPSON #HETA24 HIM PRE - ENGINEERED VALLEY SET 4 OVERFRAMING SIMPSON MT612 0 EAG14-Tj END AND aQ 24" O/C PRE - ENGINEEREED TRUSSES aQ 24" O/C - � �!• —;=�1� 8(NIWW6HJIWY�IYI�IAIR!!!!'i — ; . I I/I I it o� � ��■ Ind■ ■c ■ LL 4n it c gi 74N.CH DETAIL a 112" li-oii o 8" X 12" CONCRETE TIEBEAM W/ 4 #5 BARS CONT. -8" X 16" BLOCK WALL W/ 1 #5 BAR r1a 48" O.C. CONCRETE FILLED CELLS r17\ \ - - - - - - - 18" 4EEL B_1 .F3Jl I B-1 I \ I \ I I �+ 12'0" IP TR Y G X 16" CONCRETE TIEBEAM W/ 4 #5 BARS CONT, 8" X Ib" BLOCK \ WALL W/ 1 #5 BAR Q 48" O.C. CONCRETE FILLED i \ B-I CELLS �� -- -- -- -- -- - - - - -\ Y. Lu n K a m LL O o W = " z N PRE - CAST LINTEL W/ 2" UPSET x B-2 _ N E)+68 W m N WINDOW X 0 jite I I \ � I \ � ----- ----- i M B-2 I I HID TRAY CL i- - - - - - - - - - - -I ■ 8'2" TOP OF BEAM SIMPSON #HETA24 8" X 14" CONCRETE TIEBEAM W/ 4 05 BARS CONT, 8" X 16" BLOCK WALL W/ 105 BAR 1@ 48" O.C. CONCRETE FILLED CELLS PRE - CAST LINTEL W/ 2" UPSET --0 + 6'4" (6'8" FROM FINISHED FLR) ME Q 7. " X 16" CONCRETE � TIEBEAM W/ 4 #5 BARS CONT. --Q + 6,8" Rnil DOOR OR WINDOW a o B-2 p + 12'0" 8" X 16" CONCRETE TIEBEAM W/ 4 05 BARS CONT, S" X 16" BLOCK WALL W/ I #5 BAR 6 48" O.C. CONCRETE FILLED CELLS LL PRE - CAST LINTEL + Ib" 111 ■ z GARAGE DOOR � (y- O B-4 " O_ I— .Q �+ 12`0" } ` O S" X 14" CONCRETE TIEBEAM W/ 4 #5 LLI BARS CONT. 8" X 16" BLOCK A"' WALL W/ 1 #5 Z BAR 0 48" O.C. 0 CONCRETE FILLED CELLS Q LL >u (L e O� LL SIZES INDICATED AT ALL DOOR d WINDOW OPENINGS ARE NOMINAL AND MUST BE VERIFIED W/ MANUFACTURER FOR ACTUAL SIZE AND ROUGH OPENING NOTE THAT ALL DOORS AND WINDOWS ARE REQUIRED TO HAVE A 1 1/2" PT, WOOD BUCK AT ALL CONNECTION POINTS TO MEET CURRENT F.B,C. 2011 1/4" = 1'- L LAYOUT 8 FRAMING DATA ROOF SLOPE: 5 /12 CEILING FLAT d 5/12 LOADING 55 s.f, OVERHANGS: 24 ins. TAILS: 6q ❑ Plumb © I HEEL HEIGHT: 12 Ina, NOTE. THIS LAYOUT IS FOR BEARING DETE FEASIBILITY E ARCHITECTURAL AID. TRUSS MANUFACTURER IS FINAL LAYOUT, SPANS 4 Al ENGINEERING III IV14 28 JUG • HF 2 In" P.VL, TO 200 AMP. PANEL W/ 3.3/0 41- •4 GROUND 2 1/2" P.V C. TO 200 AMP. PANEL W/ 3 - 3/0 41 - 04 GROUND - - - - - - - - - - - - - - - - - - - - - - - - - - -I r-- I I I I � I I I I � I - - - - - - - - - - - I I I I I I I I I a] I I I I i I I I o I I I I I I I I I I I I I I EXISTING ELEGTFR14,4L TO fRPIAIN UNCHANGED I I I I I I I I i I I I � I I I I I I I I II I II I I I EXISTING - A/C C MP. I ' I i I EXISTING LOCATION I EI I o II I II AU O OSED o TRANSFER f SWITCH . iii�iii!l1���1J: 0 METER 4 DISCONP SWITCH - - - EXISTING - i rEXISTING I 200 AMP I I A.H.U. IN i PROP O ED EXISTIN PROPOSED DISC UTOMA C 2p0 A P EkIStING 150 AM PROPOSED METE SWITG TRANS 4Z CIR A/C DISC. ,� GIR A/C DISC, MAIN PANE SWITCH PANELtiff'#2 PANE •3 M4 /' \ llA" nBn i 2 1/2" P,V.C. TO TRANSFER SWITCH ` \ W/ 3 - 4/0 41 - 06 GROUND 1 EXISTING PROPOSED UF.E.R, GROUNDING 2" P.Y.C. TO GENERATOR 25 KW GENERATOR AS REQ, BY N.E.G. W/ 3 - 2/0 4 1 - #6 GROUND I I I EXISTING 2" P.V.C. WITH I UNDERGROUND SERVICE i I FROM FP.4 L. ..- - - ----------------------------- 44"' \ BADE ' \\\/ _ t GFI V.P i POOL ATEC d� EQUIPMENT - - R 1 ` txAS TANKLESS WIN OUTDOOR ` A/C I FANLIGHT _ ELOCATED COP ATER I I \ I � EXISTING ---GROUND TO FOUNDATION STEEL NOTE: # BOND MIN. 20' LONG COMBINED FOOTING STEEL TO 5/8" X 10' LONG GROUND ROD AS PER 20 11 NEC. 25 K1U, EMERGENCY GENERATOR N.T.S. --- g--———————— — — — — —— DUPLEX CEPTACLE 44 44" I \ �� FtI S � I h 9 3 %4" 44" GF11 44" 3 - GF 1 5 44" SD SD DRYER WASHE r. - I DUPLEX R CEPTACLE TOP HALF SWITCH W DUPLEX RECEPTACLE MTD, ABOVE CABINET ' ® SPECIAL PURPOSE OUTLET TO MATCH EQUIP. PLUG wP. DUPLEX RECEPTACLE WEATHER PROOF E G.F,I, - - - - - - - - - - 1I-�' - I �GT-a. DUPLEX RECEPTACLE GROUND FAULT INTERRUPT ��r-----------,I ( i @E 220 VOLT RECEPTACLE COMPUTER OUTLET WALL MOUNTED LIGHT FIXTURE CEILING MOUNTED LIGHT FIXTURE i CEILING MOUNTED LIGHT FIXTURE RECESSED y- - - - - - - 7'r -` 4' LED. LIGHT FIXTURE FAN -LIGHT COMBINATION-SWITCHEDSEPARATE I SOFFIT MOUNTED FLOOD LIGHT _ FI 04- SINGLE POLE SWITCH V P. THREE WAY SWITCH RHEOSTAT (DIMMER) SWITCH 3 ' TMMER SWITCH I A TELEPHONE JACK TELEVISION OUTLET ELECTRICAL I I ATTIC PANEL I I 44 I \\ ` _ _ _ _ µ - _ _ J ELECTRIC MOTOR / I I r -- -- ------------ ---� - BREAKER - - - - - - - - - - - - -I DOOR BELL - I IN A I - ' (�� I - - - - - I -- - - - - - - -- I I -------------- }¢ CHIMES C) I I L - - - -�, - i - - - - - - - - - - - - - CEILING PAN I \ (P44" "'H' I I I I GFl GFI-- iiil � � LIT r--- L PC, sD SMOKE DETECTOR LINKED W/ BATTERY BACKUP I \ MNSSI A/C GChMP. I = EXISTING MINI SPLITrc, I I + I GARAGE DOOR OPENER (WALL MOUNTED) A,4,11 I I }� THERMOSTAT 3 ry G�LG. ON TIMER 1 I /I fE,LOE MPSUB- I----------- -----I I PANEL\ I r - - - - - - - I I 44 I I I / I I I I I GFI \ I i I I I WP I I MINI \\ I / SPLIT t i / A/C MINI SPLIT I i I I COMP. I I I I I I I I I 44" I I GFI I I I I \ IElJ I I I I --- - ------ - - - - -- - - - - - - - - - - - - - - - - - - - - - -I - I I I 44" I GFI � IN I I 1 CLG. 44„ i 44" ---- i GFI GFI a I� I '------ - - - - -— �------- - - - - - I �I ELECTRICAL LOAD CALCULATIONS DESCRIPTION: WATTS 4106 SQ. FT. X 3 WATTS PER SQ. FT, = 14,1 1 8 (3) APPLIANCE CIRC, ae 1500 WATTS = 4,500 (1) LAUNDRY CIRC. ea 1500 WATTS = 1,500 COOKTOP = 8,000 OVEN 26,000 MICROWAVE = 2,000 DISHWASHER --1,500 DISPOSAL =1,500 WATER HEATER = 4,500 TANKLESS W.H, (GAS) = 1,500 DRYER = 5,000 WASHER -1,500 WINE REF. = 1,500 BEVERAGE REF. =1500 IRRIGATION PUMP = 2,500 SPA PUMP = 2,500 POOL PUMP = 2,500 TOTAL = 64,618 FIRST IOkw ae 100% =10,000 REMAINING 19,5kw ,& 40% = 29,841.12 A.C. HEAT @ 100% = 40,00 TOTAL WATTS = 69,841.12 DIVIDED BY 240 VOLTS 291.03 AMPS PROVIDING- 350 AMP SERVICE EXISTING MAIN PANEL "A" 200 AMP AND PROPOSED SUB - PANEL "B" 150 AMP ECTICAFLU 1/4 11=1-oil NOTE: * ARC FAULT INTERRUPTOR PROTECTION MUST BE PROVIDED TO ALL BEDROOM RECEPTACLES,FANS, 4 SMOKE DETECTORS * TIE INTO EXISTING SECURITY SYSTEM FOR PROPOSED ADDITION * COORDINATE WITH OWNER FOR ITEMS TO BE POWERED BY THE PROPOSED BACK - UP GENERATOR File ar � O � C411Y 0 O O � O (L < z N& N LID INVIIIIIIIIIIIIIIIIII 28 J N IS EXISTING A/C COMP. #I 42,000 B,T U. COOLING ZONE #1 ' ZONE #2 --------------------------------------------------------, I I / 1----- - - - - -- I . I . I 1 I 1 I I I , I i I 1 , I ' 12" I / I40 � } � 01 12"X6 I I 1 12" X 6" I 1 200 CFM 200 CFM \ / I " " / I I a 300 GFM . ° 8 CFM / I I p�S 8 X 4" ' 1 i 40 GFM 1 I I 12" X b"- 200 CFM , 8" x a" ' s" x a" 1 A/C COMP, #3 I I 40 CFM -' 10" I COOLING�' 65 CFM 483000 B.T.U. oil 40 CFM 6" 41- 1 t S III 60 F � ... 8ll R 6 12" c' 1 ` NEW DUCT WORK a - - - - - - - - i r-i, V, A, C. NOTES I I----------- 20o CFM 1 4" 1 I 1 I. VERIFY ALL CALCULATIONS W/ LICENSED AIR COND, 1 1 i 1 CONTRACTOR BEFORE PROCEEDING W/ WORK 6 I I 1 50 CFM " , " x 4" f c 1 j 1 2. THE CONTRACTOR SHALL FURNISH ALL REQUIRED to CFM I I INSURANCE 4 LABOR, MATERIALS 4 EQUIPMENT SHOWN /L - - - - - - - - - - - -` 1 OR INDICATED FOR COMPLETE H.V.A.C. SYSTEM IN 12 \ I- 1 , lo° 1 - - - - - - - -. \\ \ ACCORDANCE W/ THESE DRAWINGS, LOCAL CODES e, o X 4't r I I to., STANDARD MECHANICAL CODE 4 N,F,P,A, LATEST 1 I I / / , �. "+ " / � � \� \ 1 EDITIONS ao CFM 11 1 u ' ' " ` . i 3, WORK SHALL BE COORDINATED W1 OTHER TRADES I oIt ;, „ TO PREVENT CONFLICTING CONDITIONS 12" X b" 1, i 160 CFM 8 10° „ a I 160 CFM I 16 to - - - - - - - x a 4, CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS 40 CFM 4" 1 4 INSPECTIONS FROM GOVERNING AGENCIES 4 12" x 6" 4" 11 X 4" FURNISH A WRITTEN GUARANTEE THAT ALL WORK - / V00 200 CFM Sit 4" 4 5o c M 5 }CFM SHALL BE FREE FROM DEFECTS IN MATERIALS 4 WORKMANSHIP FOR A PERIOD OF NOT LESS THAN ONE YEAR FROM THE DATE OF EQUIPMENT START UP 4 FINAL 5„ /,' ACCEPTANCE, MANUFACTURER'S INSTRUCTIONS 4 GUARANTEES SHALL BE GIVEN TO THE OWNER - - - - 4' 10 S, CONTRACTOR SHALL PROVIDE MATCHED SYSTEM -------- ----- _ ZONE #1 ZONE #2 _- - - - - 1 � I COMPONENTS AS SPECIFIED OR AN APPROVED EQUAL EXISTING A.H.U, #I r - - - - - - - - , 1 THREE 4 HALFi TON I 1 1 ' 14" 1 o"' X 2" 1 r - - I FOR OPERATION AT THE SPECIFIED ELECTRICAL - - -1 TTId 7 REQUIREMENTS, AIR FILTERS SHALL BE INSTALLED ON W/ 9,96 KW HEAT 6TR1 I 1 a" " Cff °s ' ALL RETURN AIR EQUIPMENT INLETS. RETURN AIR GRILLS IN ATTIC - - - - - -1 i , X a„ 11 i 12� ia6, SHALL BE DUCTED BACK TO AIR HANDLING UNIT. ---------------- „ 4" I a X4" 2¢O,CFM 1 j E 6 4o CFM 20 I 25 _ { 1 b. SUPPLY DUCTWORK SHALL BE 1 1/2" FIBERGLASS R - 6 o - - - \ 1 INSULATED DUCT50ARD OR FLEX DUCT R - 6 INSULATED - - X4" AS SHOWN ON DRAWINGS. FLEX DUCT SHALL BE FULLY I I l B"•P rr/ .� i I aocFM _ _ —— �Fti Ilk . . EXTENDED 4 OPEN ' i \ `\ ` 1 1. ALL DUCTWORK JOINTS 4 SEAMS SHALL BE SEALED 4 I TAPED. FOLLOW MANUFACTURER'S PROCEDURES FOR ALL I EXISTING I ; SUCH WORK. EXISTING 1 I I MINI SPLIT I A,H U, #2 I , I 8. A/C UNIT SHALL HAVE AN SEER RATING OF 16.0 OR � A/C COMP.02 I MINI SPLIT I I I - - - - - - - - - - BETTER AND SHALL HAVE HEAT PUMP I� 9, PROVIDE BALANCED RETURN AIR FOR PRESSURE I *! DIFFERENTIAL PER SECTION 601.4 OF THE FLORIDA A /C G E I `D MECHANICAL CODE A H,U. #3, FOUR TON 1 10. PROVIDE STEM PIPE 000NDENSATE DRAIN LINE TO ' r---------- `------ ---- - - - - -I I UNIT W/4.98KWHEAT STRIP SUPPLY CEILING GRILL ADD BLEACH TO PREVENT MOLD BUILDUP I ® I I - WAY W/ O,B. DAMPER A N U. #4 ONE TON W/ 4.95 I ' MINI SPLIT KW HEAT STRIP, MINI SPLIT SUPPLY CEILING GRILL k\� �� F L A I\I ' A/C COMP. M 2 - WAY W/ O.B. DAMPER X `� I COOLING0 B T U. MINI A/C UNIT 11 F. I�, 1/4 x l . Oil 1 i SUPPLY CEILING GRILL AM-3 - WAY W/ O.B. DAMPER I 1 , BATHROOM I I 1 i MEXHAUST METAL DUCT SOFFIT GRILL I I I 1 1 'T' STAT la F 62" A.F.F. I I 1 I I 1 FLEX DUCT STRAP 1@ 4'-0" O/C - - - - I R-b INSULATED, MAX.LENGTH 14' I ' 337 I77LTA 1 1 RIGID DUCT, 1 1/2" FIBERGLASS INSULATED, R-6 SET ON 1/2" File C.D X, PLYWOOD RETURN AIR CEILING GRILL 1 e{ , a k a, C` a C� Utz - Cs � Q Eg Q C�1 a MD 29 G-` 00 Eg u� arlil Q O w Lul O fK U a Q m w O � i- O =3 fl In O� � Z ®I;BI®i®0® 28 JUN 8 lip 25 JS n