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HomeMy WebLinkAboutPLANSPOST: 2" X 4" P.T. POST OR 2 1/2" MIN. DIAMETER WOOD. STEEL 1.33 LBS/FT MINIMUM FILTER FABRIC: ,IN CONFORMANCE W/ SECTION 985 FOOT SPECIFICATIONS IL E z �? F � � � - r LfO GAS TANK ANCHOR DETAIL 6' MAXIMUM ELEVATION SILT FENCE DETAILS NOT TO SCALE PRINCIPAL POST POSITION: CANTED 200 TOWARD FLOW 200 J U r Im FILTER SILT FLOW SECTION WIND LOAD INFORMATION CODE EDITIONS F-B.C. 2011 - 6TI4 EDITION CHAPTER 6 OF ASCE 1-10 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 P.S.F. IMPACT PROTECTION IMPACT RESISTANT DOORS COMPONENTS 4 CLADDING 4 WINDOWS ZONE 4: ZONE 5: 10 SOFT = + 40.0/- 41.6 P.S.F. 10 SOFT = + 44.0/- 58.8 P.S.F, 20 SOFT = + 42.0/- 45.6 P.S.F. 20 SOFT - + 42.0/- 54.9 P,S.F, 50 SOFT = + 39.3/- 43.1 P.S.F. 50 SOFT = + 39.31- 49.6 P.S.F. 100 SOFT = + 31.4/- 41,0 P.S.F. 100 SOFT • + 31,4!- 45.6 P.S,F, ALL DOORS 4 WINDOWS TO BE INSTALLED AS PER PRODUCT APPROVAL SPECIFICATIONS 1/2" • 1'-0" ALL WORK RELATIVE TO THE GAS INSTALLATION SHALL BE PREFORMED UNDER SEPARATE PERMIT --- -------------------..._.---------- ——-———---—---—--—--——---——-—-----—-----——--—-——--—--—--— ' t t 43'1 .._.,�..._.._.._.._.._.._.._.._.. _.._.._.,...,,.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.. N . ... E 1 ..—. ' PROPERTY LINE o._.._.._..�..._.._.._.._.._....._....._.._.._.._.._.._.._.._.._.._.._.._.._... .. _.._..... . 6' DRAINAGE EASEMENT ,�iEQUIRED j -;----------------------------.......-...-...-..........:- :.::...:.::......-....:..............::. .......------------------------------------------------------------------------------------ ^ ---_SETBACKS .J.. ------------ --------------- L.P. TANK FOR FUTUR SILT FENCE BACK-UP GENERATOR ! 10'-6 BY OTHERS AND UNDER —# '''' SEPARATE PERMIT EXISTING / MASTER / /]BEDROOM j t i , Q OOL DECK ICV } ' 1 o) Y OTHERS w in t � 1- ''W 4 �'U I W LU C,.i •� ; ILL Ln o 0 Z "z I / , t EXISTING � `r4,OVERE /� I LANAI All i EXISTING HOME j + 9130' F,F I o .E. ' EXISTING / CASUAL / I DINING I� IN o = EXISTING DRIVEWAY I o I...................... I----------------- -------------------- XISTING j J113 ..............------to ---------- ------ I CABANA : 11 BATH I � j 10 16 -6" i i IO I + 9.3o' F.F.E. % EauIP. I II I ; ' SEPTIC TANK I ;APPROXIMATE: � I RROP66ED POOL HOUSE i� LOCATION SEPTIC TANG i I 10'-0" �— ACTUAL SETBACK I , -- i I / I I ---- -REQUIREP - SETBACICS--------------------------------------------------- d �..._.._.._........ .._.. _....._.._.,,...•...._.._.._. . �_.--.._.. 0, ," i i FOOL BY OT D R SEPARATE PERMIT I I i i i ...... I ;APPROXIMATE ; EXISTING DRAIN FIELL ; LOCATION I dl i� t 1 r- A 1 TANICLEBS •- i I GAS W-H. •••'�SfLT FENCE a 116'-9/z" i.. ACTUAL SETBACK ; ------------- — ------------------ PROPE_R_ T1f-LINE--------------------------------------------------- ._..�.._.._.._.._..,._.._.._.._.. N 45' 43'19" E 186.880'.._.._.._.._.._.._,.._.._.._.._.,_.._.._.._.._.. _.._.."..._.._.._..._.._.._ ._.._..si._..,.._...b SITE 'PLAN: IJ:3" • 1'-0" ' PROPERTY' DESCRIPTION LOT 42, RIVERBEND SUBDIVISION SAINT LUCIE COUNTY, FLORIDA \ INFORMATION TAKEN FROM I SURVEY PREPARED BY: GAULFIELD 4 WHEELER, INC. PH.• 961.392-I99I JOB 06561 LAST DATE: 9/6/16 DRAWING LEGEND 1 SITE PLAN 2 FOUNDATION, ELECTRICAL, FLOOR 4 ROOF FRAMING PLANS 3 FLOOR PLAN 4 ELEvATIONS 4 SECTIONS Ma R 0 6 2019 ir+1e CoNrtty, Permltrime REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY BOCC FILE COPY w IL IL SCANNED BY St. Lucie County I �63 -008 1 of Fcoq�, ee.�pd0 AR 8:341 • 1 ti FRED ARG� t5 0 VI � U m i�� w N OD U LL � a --I u~i F '...I . W W wx F- ob _ to J J cA T jjj Q U� U- wZ l U Q[ J �Q 0- wljj O J � Q w Z tl1 O REVISIONS 130 0 18151 a 1 OFFOUR REG.# 8341 ELECTRICAL PLAN APR 0 2019 ELECTRICAL LEGEND ELECTRICAL SYMBOL Carbon Monoxide Alarm Ceiling Fan / Light Ceiling Fixture Electric Disconnect o Electric Motor /0/ Electrical Panel IIIIIIIET Electrical connect 0 Exhaust Fan Recessed Can Directional Recessed Can light Smoke Detector Wall Mount cable tv outlet to light outlet outlet 220v switch - Single pole $ switch - Rheostat $R switch - 3 way $3 O DISC, METER WITCH MAINPANE U.F,E,R. GROUNDING As REQ, BY N,E.C, 1/4" = 110" ELECTRICAL LOAD CALCULATIONS DESCRIPTION: WATTS 804 SQ. FT, X 3 WATTS PER SQ. FT, = 2,412 (3) APPLIANCE CIRC, A 1500 WATTS = 4,500 WASHER = 1,500 DRYER = 5,000 WATER HEATER GAS MICROWAVE = 2,000 DISPOSAL = 1,500 KITCHEN REFRIGERATOR = 1,500 TOTAL = 18,412 FIRST IOkw o 100`- REMAINING 8,412KW 0 40%. A.C. HEAT m 1009. = 10,000 = 3,364.8 = 10,000 TOTAL WATTS = 13,364.8 DIVIDED BY 240 VOLTS = 55.68 AMPS 50 PANEL PROVIDED TO TIE INTO EXISTING SERVICE TIE INTO EXISTING PANEL SPARES SPA PUMP = 2,500 POOL PUMP = 2,500 ELECTRICAL NOTES: PROVIDE ARC -FAULT INTERRUPTOR PROTECTION 4 TAMPER -RESISTANT RECEPTACLES THROUGHOUT THE STRUCTURE PROVIDE ARC -FAULT INTERRUPTOR PROTECTION TO ALL BEDROOM CEILING FANS 4 SMOKE DETECTORS • SMOKE DETECTORS TO HARD WIRED TO ELECTRICAL PANEL PROVIDE VARIABLE SPEED SWITCHES FOR CEILING FANS • ALL ELECTRICAL SWITCHES, RECEPTACLES, 4 WIRE OUTLETS SHALL HAVE SCREWLESS"DEGORA"STYLE COVER PLATES • VERIFY ALL SPECIAL WIRING W/ OWNER PRIOR TO ANY INSTALLA' • OWNER SHALL DIRECT LOCATION OF ALL SPECIAL RECEPTACLES • ALL ELECTRICAL WORK SHALL BE PREFORMED IN STRICT ACCOR W/ N.E.C. 2014 EDITION PROPOSED EXISTING 2" P.V.C. TO 150 AMP, PANEL�T2 1/2" P.V.G. TO 225 AMP. PANEL W/ 3 -1/0 4 1 - 06 GROUND I I W/ 3 - 4/0 4 1 - •4 GROUND SOC WRANSITCH ( SB AU� A N�SPLIT [PAN-IFEL DISC. � PANEL 2 1/2" P.V.C. TO TRANSFER SWITCH W/ 3 - 4/0 4 1 - 06 GROUND FUTURE 2" P.V,C, TO FUTURE GENERATOR 30 KW GENERATOR W/ 3 - 2/0 41 - =6 GROUND WITH 20C AMP. BREAI A/C DISC. 2" P.V.C. WITH UNDERGROUND SERVICE GROUND TO FROM F.P.4 L. FOUNDATION STEEL NOTE: • BOND MIN. 20' LONG COMBINED FOOTING STEEL TO 5/5" X 10' LONG GROUND ROD AS PER 2014 NEC, ELECTRICAL RISER DIAGRAM FOUNDATION PLAN 1/4" = 110" FOOTING SCHEDULE FK SIZE STEEL REMARKS Iro" W. X 16" D, 3 " 5 BARS MONO. 8" W. X 8" D, 10 5 BAR MONO, FOUNDATION GENERAL NOTES BOTTOM OF ALL FOOTERS MUST BE MINIMUM 12" BELOW FINISH GRADE THE OUTER BAR OF ALL EXTERIOR LOAD BEARING FOOTERS SHALL BE CONTINUOUS AROUND CORNERS OR BY BENDING BAR WITH MINIMUM 30" LAP EACH DIRECTION ALL FOOTER BARS SHALL HAVE MINIMUM 3" CONCRETE COVER WHERE THE CONCRETE IS CAST AGAINST THE EARTH OR 1 1/2" WHERE THE CONCRETE IS FORMED AND EXPOSED TO EITHER THE WEATHER OR EART+- ALL DOWEL BARS SHALL HAVE A STANDARD 90 DEGREE HOOK AND BE EMBEDDED ro" INTO FOOTING, DOWEL BARS SHALL LAP VERTICAL WALL REINFORCING BARS A MINIMUM OF 25", PLEASE NOTIFY THIS OFFICE PRIOR TO PROCEEDING WITH ANY WORK IF ANY DISCREPANCIES ARE FOUND NOTCH SLAB 1 1/2" AT S.G,D.S 4 O.H,D. DEPRESS SLAB AS REQUIRED FOR SHOWERS, FLOOR FINISHES, ETC, 0. n �(T,'R• 3 y- J; d �s To ExiSTM INK JIL 1' P /1 0� 9 5Bp \G S (SCE 211 1 311 WASNBR I 2° PLU' 51NG RISER DIAGRAM ----------------------------------------- ------------------------------------ a 0 ------------- ---- --- ----------------------- - ; ROOF FRAMING PLAN 1/411 LAYOUT 4 FRAMING DATA ROOF SLOPE: 4/12 CEILING: FLAT AND 4/12 LOADING: 55 p,a,f, OVERHANGS: Iroins, TAILS: SqE PlumbEl HEEL HEIGHT: Sins. - A4GFI roa'1 - ��] • / REF, p� XPRL 44 70 _ — y TIO i A<_ I I // W/ NER I I I PR IR 42"3I / ' 2 TO; ' 111 SPLIT i 44" AtGf I1 — W.P. W,P- - AEGFI AEGFI IV NTY r_RYE TO LIGHTS AT v \ V.P. IT TSI Evim NCN-HABITABLE GO P LOFT -, 1_I 4, U HER W w C a4GFI Q v = _ I a Q W 1 34 VENTr9YGAS TAiNKLESS - - -THRU - _ iIiATER 1-IEATER WALL ,diNCi'�OR LEIEE lF/ MARK OALLOWED MAXIMUM UPLIFT SIMPSON MODEL NUMBER QUANTITY, SIZE S TYPE OF ANCHORAGE REQUIRED A 1 a 1 0 HETA16 S- IOd x 1 1/21, B 1 1 O O LRU210Z ro - 106 AT FACE AND l - 10d AT JOIST G 1 5 5 O HIUS4a / HUSC48 ro - 16d AT HEADER AND ro - Irod AT JOIST D 8 7 5 LSSU210 BEAM 10-10d RAFTER "I - IOd x 1 1/2" PROPOSED POOL EQUIP, SEE SHEET •I 4 "3 FOR LOCATION 30'-0" 8'-01, 28'-0" o 1'-0" 81-01, 8,_0„ 81-0„ 1'-0" I 1' 011 O 1'-0" 1'-0" 1'-0" 0 I I 1111-0 i Li •------- ------I----- •------------ ® PO CH I 4 I D 5'-0" I 10'-0" 10'-0" 5'-0'1 1 0 UJI � I ' 3�6" 60" ; 6'.0" 6'-811 36" 60" ; •------- ------------------------------------------------------------------------ ® - T 28'-8" n OL 80" SH fEF. n (3000 P.S.I. CONCRETE) PC 4" THICK CONC, SLAB W/ roll X roll 10/10 W.W.F, OR FIBER MESH OVER VAPOR BARRIER ; OVER CLEAN, COMPACTED, TERMITE ; lO TREATED SOIL (2500 P.S.F. SOIL) ; I ®; ; SINK , X - - 0I '3.30' F,F,E, ; c0 I 4'-0" 5'-91/2" 1'-8V4" 8" I I m LU o 3„C O z LAv, I A ------------ ----- A -----------I-- I - Q- 1 I, 7'-41/2" 10'-53/4" 4 12'- 30'-0" I UE19 W/ 4 C LC I 0) HOME + VARIES 4/12 PITCH I , r ° ", 12" X VARIES' GONG, TIEBEAM W/ 12 - "5 BARS CONT, 4 03 STIRRUPS I I AT 24" O.C, I I I I I 12" X 12" CONC, TIEBEAM W/ ro 05 BARS CONT, 4 03 STIRRUPS AT 24" O.C. a + , I FLOOR FRAMING TIMBEA I PLAN TYP. —p + 1 2'-1 O" 8" X IS" CONC, BEAM W/ 4- 05 BARS CONT, —O '3'- 4" 8" X fro" CONC, BEAM W/ 4- "5 BARS CONT, —Q + 8'- O" —p + 1 2'-1 0" 8" X 18" CONC, BEAM W/ 4- 05 BARS CONT, + 9'- 4" 8" X IFi" CONC. BEAM W/ 4- 05 BARS CONT, —Ei s'- O" 8" PRE - CAST LINTEL W/ 2" UPSET —0 + rc'- all WINDOW 4 DOOR PD. HGT, + VARIES 4/12 PITCH 8" X IS" CONC, BEAM W/ 4- "5 BARS CONT, ­0 + (3'- 4" 8" X Iro" CONC, BEAM W/ 4- •5 BARS CONT, s-5 ------- - ° ------ - PORGI-1 , 4 -2 I B-2 I 36" x 60" ( 6'-0" x 6-8" 36" x 60" TYP. APPROX. PRE-ENGINEEREIP WOOD LOCATION FLOOR TRUSSES AT 19.2" O,C, OF SEPTIC TANK v - - ®CD — X APPROX. M LOCATION OF SEPTIC TANK I I TYP, 12P.T. ED R ED / 5/ " X11, AT 8.4 O.0 ST BE >Nil rno vLLJ CF) 1— 'd' U i , i Sr1 W C4 N N ►.Ir � J LJr LL 3 J J W Li � a 2 F- J J (n W rn + VARIES/ 4/12 PITCH^ 8" X 18" CONG, BEAM W/ 4- "5 BARS CONT, o 8" X 8" GONG, BEAM L Q rI - M5 BARS CONT- Q + &—roll W/ 24 ROUND U FIXED WINDOW LU Z > U 8" X 8" CONC, BEAM BARS CONT, (z Uj 13 u (L z 8" X Iro" CONC. BEAM W/ 4- "5 BARS CONT, W W r(1 .. ---o + a'- oil vv�� 8" PRE - CAST LINTEL d) W/ 2" UPSET all o WINDOW 4 DOOR HD. HGT, 0 � d N W o LL � � 0 V / Q(- z 21 MAR X 9� U isT�RE A ��•c 1 3 FEB 1 9 1 I I I I I I I I I I I I I I .I I 1 I I I I I Iw "z I� I� w to a - I I I I I I I I I w w w z w w d I I , , , I , I , , I , , POOL DECK 0 I POOL DECK 12'-0" now �SUINSOEL \ / ♦ / \ i ♦ / \ S PS fD OL BY OTHE�jf.S UNDER SEPARATE PERMIT _— JV -V 28'-0" „ „ 8'_0' 8'-0" 8'-0" 1" 1'-0" 1'-0" I 1'0_7 -------------I -------+---------- 1-11-1O---l --------------------f i , , , , > FO�CH 10'-0" 10'-0" -----------------------• 5'-0" 13'-0" , EXISTING MASTER SUITE , , , , , , , , , EXISTING COVERED LANAI , , , , , , , , , , e EXISTING CASUAL DINING �ONCRETE COLUMN BLOCK W/ 2 - S BARS DOWELED FROM FOOTING AND HOOKED TO TIEBEAM (TYPICAL FOR 4) :fC ® , POOL- I I R v 11 -iic.lrc N JAVE w , ttl U O O� , SIDE BLOCKING co GRAB BARS , o M_ 2 TON , --• w-1 I2 MINI SPLIT ' wco D — 4 ' , 21-8" X 6'-8" M - - - DBL. FRAME 2'-8" X 6'-8" ; a I Lu I 0 w w w CN 11-3 ' " CTRL HD. 5'-6" 8" ' ; a0 I 31/2 In TN 'J J 3 IY 31/2" APPROX. ; LOCATION OF SEPTIC TANK --------------------------- ----------------- APPROX. LOCATION OF SEPTIC TANK - EXISTING CABANA DRAINFIELD --- -------------------------------------------------------- 72" 60" MIRROR F 24"],24"FOLDIT G ; ---------------------------AW M4---$EAT-------- GASTANKLESS - -j o s WATER HEATER 7'-41/2" 10'-53/4I 12'-13/4° A 30'-01,A 6'-0" NT L— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — -- — — — — — — — — — — — — GENERAL NOTES: • ALL WORK SHALL BE PREFORMED IN STRICT ACCORDANCE WITH F.B.C. 2011 6TH EDITION • CONTRACTORS TO VERIFY ALL SQUARE FOOTAGES • CONTRACTOR TO VERIFY LOCATION OF ALL UTILITIES AVAILABLE AT SITE BEFORE PROCEEDING W/ CONSTRUCTION ALL INTERIOR WALLS TO BE 1/2" DRYWALL WITH SMOOTH LEVEL 4 FINISH. CEILINGS TO BE 5/8" DRYWALL WITH SMOOTH LEVEL 4 FINISH. MOISTURE RESISTANT "GREENBOARD" TO BE USED AT THE SHOWER CEILINGS. ALL DRYWALL TO BE FASTENED WITH RUSTPROOF SCREWS, PLEASE NOTE: IF REQUESTED, A LEVEL 5 DRYWALL FINISH WILL BE AN ADDITIONAL COST TO THE OWNER. A LEVEL 5 FINISH IS RECOMMENDED FOR AREAS WHERE SEVERE LIGHTING CONDITIONS EXIST AND AREAS THAT ARE TO RECEIVE GLOSS, SEMI -GLOSS, ENAMEL OF NON -TEXTURED FLAT PAINT. • 1/2" DUROCK WATER PROOF CEMENT BOARD TO BE INSTALLED AT ALL SHOWER FLOORS AND WALLS, ALL WALLS WITH TILE AND INTERIOR FLOOR AREAS WITH PLYWOOD SUBFLOOR THAT ARE TO RECEIVE TILE FLOORING OWNER TO SELECT COLORS, MULTIPLE INTERIOR COLORS SHALL BE PROVIDED AT NO ADDITIONAL COST TO THE OWNER. EXTERIOR SHALL HAVE NO MORE THAN THREE FINISH COLORS. APPLICATION: BENJAMIN MOORE PAINTS OR EQUAL. ONE COAT OF PRIMER AND TWO COATS OF PAINT ON ALL INTERIOR AND EXTERIOR SURFACES. ALL FOUR EDGES OF ALL DOORS SHALL BE GIVEN THE SAME NUMBER OF COATS AS THE FACE OF THE DOOR. PROVIDE PLUMBING ACCESS PANELS TO ALL SLIP JOINT CONNECTIONS • WINDOWS SHALL BE HEAVY DUTY ALUMINUM BY PST W/ BRONZE FRAMES, SCREENS 4 IMPACT GLASS • SIZES INDICATED AT ALL DOOR 4 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 ® ALL SLEEPING AREAS AS PER F.B.C. 2011 6TH EDITION • TEMPERED GLASS TO BE USED AT ALL HAZARDOUS AREAS • EXTERIOR DOORS 4 WINDOWS SHALL BE CERTIFIED FOR RESISTANCE TO LOCAL WIND PRESSURE AS REQUIRED BY F.B.C. 2017 6TH EDITION - MO M.P.H. WIND LOAD • ALL BATH ROOM WALLS SHALL BE INSULATED • ALL BATH ROOM VANITIES SHALL BE 34 1/2" HEIGHT • ALL LUMBER IN CONTACT W/ CONCRETE OR MASONRY SHALL BE PRESSURE TREATED • ALL STRUCTURAL FRAMING TO BE HEM FIR •2, SPF •1, SOUTHERN PINE •2 OR APPROVED ALTERNATE W/ fb=1000 P.S.I. MIN. - NON - STRUCTURAL FRAMING MAY BE SELECTED SPECIES - "STUD" GRADE • PLUMBING FIXTURES SHALL BE LOW FLOW AS PER COUNTY ORDINANCE • PAN AND DRAIN AT WATER HEATER (F.B.C. 2011 (bTH EDITION) • DRYER VENTS NOT TO EXCEED 25' FROM DRYER TO WALL OR ROOF CAP, INCLUDING ELBOWS $ t� 0 r^ N vLLl 09 00 W (v N r�r ~ U L.Ir LL �1 U) W W W = J J U) W _m 0 wZ Vw O l7_ Wo �^'] V/ w 0_ w cN O O � C FLOOR FLAN N 13 FEB 19 1/4" = 1'O" I ao 0 AREA SQ.-FT. °F LIVING 580 AP °9,0 PORCH 224 5 �Pti R. KE v oo Fo TOTAL 804 EG.# W 4 9 NAILING SCHEDULE ITEM NAIL SIZE EDGE SPACING FIELD SPACING NOTES 5/5" CDX ROOF SHEATHMG 5 d 6" O.G. 6" O.G. 3" O.C. EDGE + 3" O.C, FIELD WITHIN 4' OF ROOF EDGE 5/0" CDX ROOF SHEATHING 5 d 4" O.C. 6" O.C. a'- O" FROM GABLE END ROOF EDGE 1/2" CDX WALL SHEATHING 5 d roll O.C. 6" O.C, 3/4" T l G FLOOR SHEATHING IO d 6" O.C. 6" O.G. GLUE ALL PLYWOOD ( PL400 OR EQUAL ) STUD TO 2 X 12 HEADER 16 d 3 PER HEADER PLY BASE SHEET NAILING 6" O/C 18" 6 11" HARDI PLANK LAP SIDING 8d GLUE/ BLIND NAIL • TOP 16" O.O./ CAULK BOTTOM EDGE WIRE OR VINYL LATH - FOR STUCCO 1 1/2" STAPLES W/ 3/4" CROWN T" O/C MAX. ROOF SHEATHING USE 8d RING SHANK NAIL ALL NAILS TO BE GALVANIZED MATCH EXISTING SPANISH "S" TILE ROOFING OVER PEEL AND STICK ON 5/8" MIN, CDX PLYWD, ON 2" X 10" RAFTERS AT 16" O,C. MATCH EXISTING GALV, FLASHING ON I" X 4" P.T. DRIP ON 2" X 8" SMOOTH CEDAR FASCIA - STAINED TO MATCH EXISTING + 1 2'-1 D" BRG, HGT, MATCH EXISTING STUCCO SOFFIT FINISH W/ 5/8" STUCCO ON VINYL LATH + 9'- 4" TOP OF BEAM + 9'- 2 3/4"r;)LOFT F.F.E. + 6'- 8" T. 5/5" SMOOTH FINISH STUCCO ON 8" X 16" CONC. BLOCK W/ POURED BLK, CELLS AT 4'-O" O/C MAX, 4 AT ALL WINDOWS, DOORS 4 CORNERS W/ 1-* 5 BAR DOWELED TO FOOTING t HOOKED TO BEAM I" KEY WAY CONTINUOUS 15T F.F.L. troll U MATCH EXISTING 0 i 0 PRE-ENGINEERED RIDGE BEAM 2" X 10" RAFTERS ANCHORED TO RIDGE BEAM W/ SIMPSON *LSSU210 AT EACH RAFTER 12 41 �R - 20 ICYNENE INSUL. AT BOTTOM OF ROOF DECK 5/8" DRYWALL CEILING -51MPSON *HETAI6 s EACH RAFTER 6" X 18" CONC. BEAM W/ 4- r 5 BARS CONT, -8" X 16" CONC. BEAM W/ 4- N 5 BARS CONT, -DBL. 2" X 12" P.T. LEDGER BEAM ANCHORED W/ 5/6" X 8" SLEEVE ANCHOR AT 38.4" D.C. STAGGERE PRE-ENGINEERED WOOD FLOOR 5/8" DRYWALL CEILING SIMPSON HANGER *HUS48 OR PUBC48 5/8" DRYWALL ON 1" X 2" P.T. FURRING ON 3/4" RIGID INSULATION R-6 1 1/4" WOOD BATE 3000 P.S,I, MIN, 4" THK, CONC. SLAB W/ 6X6 JE10/10 W.W,F, OR FIBER MESH VISQUEEN VAPOR BARRIER ON 2500 F.B.F. TERMITE TREATED SOIL THICKENED SLAB EDGE troll WIDE X troll DEEP W/ 3 - *5 BARS CON'T, ON PALM BEACH CHAIRS ONE STORM' TYPICAL WALL SECTION 1/2" LOFT TO BE NON -HABITABLE BARREL RIDGE TILE MORTAR TO TOP EDGE MORTAR TO TOP EDGE MINIMUM I" THICKNESS MORTAR FINISH /\ /7 �\ UNDER TILE SET HIP t RIDGE TILE IN CONTINUOUS BED OF MORTAR, LAPPING TILE I" MINIMUM. POINT MORTAR TO FINISH FULL BED OF MORTAR "TILE - TITE TDS" UNDERLAYMENT CARRIED PROVIDE FULL BED OF MORTAR UNDER ALL HIP t OVER APEX OF ROOF RIDGE TILES FIELD TILE RIDGE TILE 4LTTACIII4MENT DETAIL III = 11o1I NOTE: SET HIP 4 RIDGE TILE IN A FULL BED OF "TILE - TITE TDS" BY BERMUDA ROOF CO., INC. PLACE TILE ON MORTAR WITHIN 15 MINUTES PRESSING DOWN ON TILE UNTIL MORTAR HAS FULL CONTACT WITH THE TILE E EXCESS APPEARS AT THE SIDES OF TILE. POINT MORTAR USING MORTAR THAT IS SQUEEZED OUT WITH ADDITIONAL MORTAR AS NECESSARY ALL FIELD TILES SHALL BE SET IN ACCORDANCE WITH SYSTEM *THREE FRSA d NTRMA TILE SPECIFICATIONS - MORTAR SET APPLICATION USING "TILE - TITE TDS" AS NOTED ABOVE CONCRETE 4 CLAY ROOF TILES COMPLYING WITH THE FOLLOWING LIMITATIONS SHALL BE DESIGNED TO WITHSTAND THE WIND LOADS PRESCRIBED IN THIS SECTION 1. ROOF TILES SHALL BE MORTAR SET W/ "TILE - TITE TDS" BY BERMUDA ROOF CO., INC, 2, ROOF TILES SHALL BE INSTALLED ON SOLID SHEATHING DESIGNED AS COMPONENTS d CLADDING IN ACCORDANCE WITH 1606,2, 3, AN UNDERLAYMENT SHALL BE INSTALLED IN ACCORDANCE W/ 1501.4 4, TILE SHALL BE SINGLE LAPPED INTERLOCKING W/ A MINIMUM HEAD LAP OF NOT LESS THAN 2 INCHES 5, TILE LENGTH SHALL BE BETWEEN 1.0 4 1.15 FEET 6, EXPOSED WIDTH OF TILE SHALL BE BETWEEN 0,61 t 1.25 FEET. 1, MAXIMUM THICKNESS OF TAIL OF THE ROOF TILE SHALL NOT EXCEED 1.3 INCHES 8, ROOF TILES SHALL HAVE AT LEAST 2/3 OF TILE'S AREA FREE OF MORTAR CONTACT I 12 4�' ' FIXED _ `) ' it WINDOW 00I I W d N I --------------------------- --- -------------------- ------------ I - STUCCO p p `.._ O c PRE CAST GONG. LINTEL FILLED W/ CONC. W/ 1 *5 BAR SEALANT P.T. I" X WOOD BUCK ANCHOR TO CONC. 4 CONIC, BLOCK W/ HILTI ALUM. WINDOW PIN DS J11 PIA. 1 1/4" PENETRATION • I6" O/C MIN, OR 1/4" TAP CON SCREWS • 12" O/C SEALANT WINDOW SHALL BE FLASHED W VULKEM 116 a BY TREMCO (OR EQUAL) FOR BEADS d POURED GONG. SILL W/ AROUND WINDOW. THE SEALANT SHOULD o EXHIBIT A MIN. SURFACE CONTACT AREA 0 D 1 * 5 BAR OF 1/4" ONTO SUBSTRATE p SILL SOUTHEAST ELEVATION 1/411 = 11011 WINDOW DETAIL 1 1/2" = 1'-0" 30" MIN. OUTSIDE ONLY " (K INSIDE BARS TO Z Z Q OVERLAP EACH OTHER Omo AND TO BE TIED W/ WQw4 03 TIE AT JUNCTION O m ?OW Ou0 CORNER BAR DETAIL 1/2" = 1'- O" MATCH EXISTING SPANISH MATCH EXISTING STUCCO i a\ EXISTING TRIM DET TCH EXISTING SPANISH TCH EXISTING STUCCO 12 12 4 4 MATCH EXISTING TRIM DEl Th C-) . - 36 HANDRAIL `p FIXED f WINDOW 12 `, _ 12 a0 0 0 co - 00 00 1 in W O � W O �9 SLOPE SOUTHWEST ELEVATION 4 CROSS SECTION ELEVATION OPTION », 11¢II = 1 I0 I1 1/4" = 1'0" P.T. 2 X 6 HANDRAIL CAP (PAINTED) P.T. 2 X 4 TRIM (PAINTED) P.T. 2 X 2 PICKETS MAX. 4" BETWEEN (PAINTED) ^I P.T. 2 X 4 TOE TRIM (PAINTED) RAILING DETAIL 1" = 11- Olt 1/2" DRYWALL 8" X troll CONC, BLK. I" X 2" P.T. FURRING 5/8 STUCCO RIGID INSULATION POURED CONC. BLK, o . ° ✓ e' CELL W/ 1 0 5 BAR G 2 X 4 PRESS, TREATED EACH JAMB o ^, DOOR CASING CONC, SILL FIR JAMB SEALANT ALUM. THRESHOLD P.T. I" X WOOD BUCK ANCHOR BRICK MLD. TO CONC. 4 CONC, BLOCK W/ HILTI PIN DS ,111 DIA, 1 1/4" PENETRATION 1 3/4 SOLID CORE a troll O/C MIN. OR 1/4" TAP CON DOOR A c�atu lc . 10 /i DOORS SHALL BE FLASHED W VULKEM 116 BY TREMCO (OR EQUAL) FOR BEADS AROUND WINDOW. THE SEALANT SHOULD EXHIBIT A MIN. SURFACE CONTACT AREA OF 1/4" ONTO SUBSTRATE EXTERIOR DOOR JA 5 DETAIL NORTHWEST ELEVATION 1/411 = 11o11 NORTHEAST ELEVATION 1 1/2" OF F( P g Py R. K OOC�Y60 1IF AR 8a#e `'� >4 k4 0 0) 'y) ufI m wj CD N N r U .J wLL d � a ij � j N .J W LLl Ld W = J rut) W0) 0 1 � V 0 LL _ Z H ti- u_ (L l7 ._ Lu 0 lU UJ (3) Z3 0 J d lu o � LL 0 � 0 'n 0- V/ z tll 21 MAR i i --------- —-------- I i i ' SILT F i ' I t; I I ' LU iLU Ul ; Z w l w Lu m ° IJII W z i �p o o :0- Z z I'N j X z' I _` V —G ACTUAL SETBACK A/C POST: 2" X 4" P.T. POST OR 2 1/2" MIN, DIAMETER WOOD: STEEL 1,33 LBS/FT MINIMUM FILTER FABRIC: IN CONFORMANCE W/ SECTION 985 FDOT SPECIFICATIONS 6' MAXIMUM ELEVATION SILT FENCE DETAILS NOT TO SCALE PRINCIPAL POST POSITION: CANTED 200 TOWARD FLOW 200 QI / _U FILTER ~ FABRIC UJI > SILT FLOW SECTION WIND LOAD INFORMATION CODE EDITIONS F,B,C, 2011 - 6TH EDITION CHAPTER 6 OF ASCE 1-10 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 P.S.F. IMPACT PROTECTION IMPACT RESISTANT DOORS COMPONENTS E CLADDING E WINDOWS ZONE 4: ZONE 5: 10 SOFT = + 40.0/- 41.6 P.S.F, 10 SOFT = + 44,0/- 58,8 P.S.F, 20 SOFT = + 42,0/- 45,6 P.S,F. 20 SOFT = + 42.0/- 54,9 P.S.F. 50 SOFT = + 39.3/- 43,1 P.S.F, 50 SOFT = + 39,3/- 49.6 P,S,F. 100 SOFT = + 31,4/- 41,0 P,S,F. 100 SOFT = + 31,4/- 45,6 P.S,F. ALL DOORS t WINDOWS TO BE INSTALLED AS PER PRODUCT APPROVAL SPECIFICATIONS ----��--- ------------------------- ----- ---- --- -- --------------- i I i N 45' 43'19" E 192.160' ' ; _..—.,—..—.._..—..—..—..—...._..—..—..—.....— — .._..—. PROPERTY LINE.._...—..—..—..—..—.._...._.._...—..—..—..—..—..—..—..—..—..—.._..—..—.......—..� ..— — .,..... `..—.. (o' DRAINAGE EASEMENT (D",,—REQUIRED j OETBACKS -------........... -- -- - ------ ::..:::...,:-.-------------,-------------------------------------------------—----------------- --- ----- --- )ECK aERS i i FOOL BY OTNE'S UNDER SEPARATE PERMIT i I I i I L i REQUIREW '--�-�--... .r SETB�ACKS �;� `� 3 a 4 w I----- ----------------------------------- ...... �..—.. �..�..—„—..—..—.,—„—„—„--.—.—..—..— I EXISTING MASTER //BEDROOM v j,. =� EXISTINGCOVEREZ / I - LANAI / j EXISTING HOME I o f E+ 9.30' F.F,E, o ���//� i i ;� �, t II /EXISTING/ CASUAL / DINING ; / <ISTING 4BANA BATH EXISTING DRIVEWAY �o o qumoov O '• ' F.F.E. ................. ............•--................----..............................................._ ................--................-------..., .............. ! SEPTIC TANK ? i j.......................................... ........ 1 P:APPROXIMATE: POOL 14OUSE LOCATION I TSEPTIC TANK :APPROXIMATE: EXISTING DRAIN FIELD I LOCATION ! I '• I ________________________________________________________________________________________r—_—___—__� .................. _t_. .................. .1 ,.•• L.......................... ....------- .................... ____ ................ ....................... -....... .................... ......---------------------------------- ............................. ---------------- ............... .------------- ....... .........-) A .... SILT FENCE e 116'-9Vz" ---------d.,------------------------------------'PROPERTY-LINE------------------------------- ACTUAL SETBACK ; ...—.._..—.._...�........—..—..,.,,,..... —..—..—..—..—..—..—..�..—...r—..—........ ...... ...... —..—...��.�..�..—..� N 45' 43' 19" E 186.880' SITE FLAN: 1 /8" = P-O" PROPERTY DESCRIPTION LOT 42, RIVERBEND SUBDIVISION SAINT LUCIE COUNTY, FLORIDA rXx INFORMATION TAKEN FROM SURVEY PREPARED BY: I CAULFI 1-31 ! W-31 EI JOB , INC. PH.* 561392-t991 JOB #6581 LAST DATE: 9/6/16 DRAWING LEGEND l SITE PLAN 2 FOUNDATION, ELECTRICAL, FLOOR 4 ROOF FRAMING PLANS 3 FLOOR AND LOFT PLAN 4 ELEvATIONS 3 SECTIONS U4 11 LL SCANNEL, BY 5t. Lucie County AUG 2 9 2019 FILE COPY RED f I I I I I I I i I I I i I �� OF FL Q� �M R�� r� Gy4y R' keC.F 9 rn CI' m CD N N r r` J LL F- w w N rn r 13� OFFOUR REG.# 8341 s ELECTRICAL FLAN ELECTRICAL LEGEND ELECTRICAL SYMBOL Carbon Monoxide Alarm Q Ceiling Fan / Light Ceiling Fixture (� Electric Disconnect o Electric Motor ,w Electrical Panel 11_�r Electrical connect Q Exhaust Fan Recessed Can Directional Recessed Can light { Smoke Detector Wall Mount cable tv outlet light outlet outlet 220v switch - Single pole $ switch - Rheostat $R switch - 3 way $3 1/4" = 1'0" ELECTRICAL LOAD CALCULATIONS DESCRIPTION: WATTS 804 SQ, FT, X 3 WATTS PER SQ, FT, = 2,412 (3) APPLIANCE CIRC. 0 1500 WATTS = 4,500 WASHER = 1,500 30 GAL. WATER HEATER = 4,500 DISPOSAL = 1,500 KITCHEN REFRIGERATOR = TOTAL C= 22,912 FIRST IOkw • 1009. REMAINING 12,912KW 0 40% A,C. HEAT a 100% - ==5, _ TOTAL WATTS = 15,164.8 DIVIDED BY 240 VOLTS = 100 PANEL PROVIDED TO TIE INTO EXI 63.18 AMPS TIE INTO EXISTING PANEL SPARES SPA PUMP = 2,500 POOL PUMP - 2,500 ELECTRICAL NOTES: • PROVIDE ARC -FAULT INTERRUPTOR PROTECTION t TAMPER-RE51STANT RECEPTACLES THROUGHOUT THE STRUCTURE • PROVIDE ARC -FAULT INTERRUPTOR PROTECTION TO ALL BEDROOM CEILING FANS t SMOKE DETECTORS • SMOKE DETECTORS TO HARD WIRED TO ELECTRICAL PANEL • PROVIDE VARIABLE SPEED SWITCHES FOR CEILING FANS • ALL ELECTRICAL SWITCHES, RECEPTACLES, t WIRE OUTLETS SHALT HAVE SCREWLESS "DECORA' STYLE COVER PLATES VERIFY ALL SPECIAL WIRING W/ OWNER PRIOR TO ANY IN5TALL i • OWNER SHALL DIRECT LOCATION OF ALL SPECIAL RECEPTACLE: • ALL ELECTRICAL WORK $HALL BE PREFORMED IN STRICT AGCO' W/ N.E.C. 2014 EDITION PROPOSED EXISTING 2" P.Y.O. TO 150 AMP. PANEL 2 1/'2" P,Y.C. TO 225 AMP, PANEL W/ 3 - 1/0 1 I - •6 GROUND I I W/ 5 - 4/0 4 1 - •4 GROUND f_ ' A<GFI TAL roo13 • - REF, �¢ XtIRI ' ._.^�L P (TIO 44" . T - A1G 1 ' W/ NER _I 1 1 II PR IR rk 44" % , , A<GFI \V VIP. - -DYER TO LIGHTS AT 1 NON-HB ABITALE LOFT (� Cal p4W HER u. _ + TO TSIDE 9Y (L VENT THRU WALL ODISG. AUTOMATICI00 AM 200 AM 00 AM METER WITCH RANSFE O CIR . A/C DISG. 2 CIRC A/C DISC. 42 CIRC A/C DISC. MAIN PANELSWITCH S PANEL PANEL PANEL yy P.Y.C. TO TRANSFER SWITCH W/ 3 - 4/0 1 1 - °6 GROUND FUTURE U.F.E.R. GROUNDING 2" P.Y.C. TO FUTURE GENERATOR 30 KW GENERATOR AS REQ. BY N.E.C. W/ 3 - 2/0 1 I - #6 GROUND WITH 200 AMP. BREAKER 2" P.V.C, WITH UNDERGROUND SERVICE GROUND TO FROM F.PA L. FOUNDATION STEEL NOTE: • BOND MIN. 20' LONG COMBINED FOOTING STEEL TO 5/8" X 10' LONG GROUND ROD AS PER 2014 NEC, ELECTRICAL RISER DIAGRAM N.T.S. J J .I FOUNDATION FLAN 1/4" = l'O" FOOTING SCHEDULE RIG SIZE STEEL REMARKS J Ib" W. X 16" D. 3 • 5 BARS MONO, 8" W, X 8" D, 1 • 5 BAR MONO. FOUNDATIONGENERAL NOTES ry i TOM OF ALL FOOTERS MUST BE MINIMUM 12" BELOW FINISH GRADE THE OUTER BAR OF ALL EXTERIOR LOAD BEARING FOOTERS SHALL BE CONTINUOUS AROUND CORNERS OR BY BENDING BAR WITH MINIMUM 30" LAP EACH DIRECTION ALL FOOTER BARS SHALL HAVE MINIMUM 3" CONCRETE COVER WHERE THE CONCRETE IS CAST AGAINST THE EARTH OR 1 1/2" WHERE THE CONCRETE IS FORMED AND EXPOSED TO EITHER THE WEATHER OR EARTH ALL DOWEL BARS SHALL HAVE A STANDARD 90 DEGREE HOOK AND BE EMBEDDED Fi" INTO FOOTING. DOWEL BARS SHALL LAP VERTICAL WALL REINFORCING BARS A MINIMUM OF 25". PLEASE NOTIFY THIS OFFICE PRIOR TO PROCEEDING WITH ANY WORK IF ANY DISCREPANCIES ARE FOUND NOTCH SLAB 1 1/2" AT S,G.D.S 4 O.H.D, DEPRESS SLAB AS REQUIRED FOR SHOWERS, FLOOR FINISHES, ETC, <il - dp Ex�aT�r, p S'�S,�Bi t , 1 3" 5R 1 1/2" 211 WpSN FLU` eING RISER DIAGRAM 0. I O 0 I a 0 M 00 I 0 A/ O P. ; ROOF FRAMING FLAN 1/4" I'-O" LAYOUT 4 FRAMING DATA ROOF SLOPE: 4/12 CEILING: FLAT AND 4/12 LOADING: 55 p.s.f. OVERHANGS: I61ne, TAILS: Sqo PIUMbE HEEL HEIGHT: Sins, A<GFI ANCHOR LEGEND MARK OALLOWED MAXIMUM UPLIFT SIMPSON MODEL NUMBER QUANTITY, SIZE 4 TYPE OF ANCHORAGE REQUIRED A 1 S 1 0 HETAI6 e- 10d x 1 1/2" B 1 1 O O LRU210Z to - 10d AT FACE AND -1 - 10d AT JOIST C 1 5 5 O HU548 / HUSC48 6 - 16d AT HEADER AND 6 - 16d AT JOIST " --- 30'-0" 8'-0" 28'-0" 011 8 1-0 11 �. 8'-0" 8'-0" 1'-0„ T-011 F-70" IIIIIIIr• ®I A - PO CN 4 ' 5' 0" 10'-0" 10'-0" A 5'-0'. ;O ;A o A; 60" 61.0" 6'-8" 36" 60" ; ----------------- — ------------------------------------------- -------- ----- , O 28'-8" (A); 30" OUTDOOR SH WEF WI REF, II (3000 P.S.I, CONCRETE) H T 4 G LD 4„ THICK GONG SLAB W/ 6" X to" 10/10 W,W,F, ; OR FIBER MESH OVER VAPOR BARRIER ; OVER CLEAN, COMPACTED, TERMITE ; TREATED SOIL (2500 P.S.F. SOIL) ; 6 SINK , X ?, 0 1 9,30' F.F.E. 0 4'-0" 5'-91,h" 8" r tY h I Z t Qi �p tuQ 3"CO. LAY, , I 7'-41/2" 10'-53/a' 'al 12'-13/4" 30'-0' �' 6 I I ;q PROPOSED POOL EQUIP. SEE SHEET •1 4 *3 FOR LOCATION En + VARIES 4/12 PITCH 12" X VARIES° CONIC, TIEBEAM W/ 12 - 05 BARS CONT, 4 03 STIRRUPS ° 1 AT 24" O.G. ; , -O-O + 7'-2'1 EXISTING—� HOME 12" X 12" CONC. TIEBEAM W/ (o •5 BARS CONT, 4 •3 STIRRUPS AT 24" O.C. � + 1-2" in LOFT FLOOR FRAMING TIE5EAM FLAN 1/4" = 1'-0" TYP. g■4 -ERA V J N I AT 16" .C,L1 U m Y I�III�III�I;I�LII�LII�lll�ilI�III�III�III�IIi�III�IIi�Il�Ill�llI�LII�LII�III�1.11�i11�1.i11 IMF I=ii�' 1 ��,:, 4 ' '� Jl�flllll�'.,-'.. �I�;�I��.ZIP'...i..._lt�l��♦1€.,..1��..._s!�.�.I,u i �ri I a:}n .ii; I■.■1 tit r I ( I�! I I�.I�II o= laalo -..... .3 I■I�01 V . n n. • - - I 1 Is lot 11 I 1 ?o: n 1 I •' :o: 1■I '.dI■f1 � � lion! i I 1 .,: ISIMI i...,.• ',.. Iw.,J I N -11 I■I 8-� APPROX. LOCATION OF SEPTIC TANK ----------CD a— j� X M APPROX. LOCATION OF SEPTIC TANK =------------ —� A/C COMPRESSOR '"ONE 16,000 BTU COOLING 1,5 TON UNIT W N 3 N r U -► F- r:..:l 11}� i- W a W N J J w 0 4 + VARIES TYP, 4A2 PITCH ^ + VARIES — p + 1 2,-1 O" + 1 2'-1 O° ° __-0 ° —O 4/12 PITCH x IS" GONG, BEAM W/ 4- 05 BARS CONT, W/ B" X 18" CONC. BEAM 8" X 18" CONC. BEAM 8" X 18" CONIC, BEAM ° W/ 4- 05 BARS CONT, W/ 4- 05 BARS CONT, W/ 4- 05 BARS CONT, 8" X 8" CONC. BEAM JU 4 W/ I - 05 BARS CONT, Q v 24 ROUND LL FIXED —� + 13'- 411 —� + c3'- 4" --O + 9'- 411 WINDOW = 1�-- 8" X I6" CONC, BEAM 8" X 16" CONIC- BEAM 8" X I6" CONIC. BEAM 8" X 8" CONIC. BEAM Uj W/ 4- 05 BARS CONT, W/ 4- 05 BARS CONT, W/ 4- 05 BARS CONT. W/ I - •5 BARS CONT. 8" PRE - CAST LINTEL Q Q- W/ 2" UPSET Z WINDOW 4 DOOR 8" X 16" CONC. BEAM LU HD, HGT, W/ 4- 05 BARS CONT, 6 r(1 + a,- O" —� —� 8" PRE - CAST LINTEL d) W/ 2" UPSET -0+6'-811 0 WINDOW t DOOR ----- ------ ------ -].� 1------- PORCH ® 0- 4 5-2 ; w w U- 36" x 60" I 6'-0" x 6'-8" 6" x 60" Q C z TYP. t(� PRE -ENGINE Elp WOOD 00 - FLOOR TRUS SIIAT 19.2 O,C, -- FM REVISIONS lit 1 300 I CFM A LO TO E N- BIT LE PA 2 5 JUL 19 12f T, ED5"AT.4 O.0 EDT oa®u�ll�:��•' �ti��l�ii����fl�.��.n��1�.-1��p�l��I�i 2M I V,+ ON 1,5 TON UNIT •w 3- - kw J� HEAT STRIP CI - •°s i7�,� ,17, y _(; 1 a FLOOR PLAN 1/4" = l'O" AREA SQ,-FT, LIvINGx 580 PORCH 224 TOTAL 804 POOL DECK A/C 0 I i� 0 I POOL DECK 11'-0" 11'-0" �SIl� HEL 5 I I POOL_ BY OTHERS UNDER SEPARATE PERMIT 28'-0" 1'-0" —� 1'-0" 8'-0' 8'-0" 8'--0" It 1'-0" 1'-0" 0" : I 4 ; 5'-0" 10'-0" _ 10'-0" IS PAN, WAL� MOUNTED T,V: 28'- 8" " 30' - ; - REF. POOL HOUSE m g1gR N LAVE u~j Q 5 ; I tU j Z 24 U I OO 1 WCO a p9 3 , 13'-01, ; Z PROVIDE BLOCKING FOR GRAB BARS— A 2'-8" x 6'-8" M Wp Q p � N J ' 31/2" fI O mf� ' 1 72'1 60" IMIRROR 1 , 2'-8" x 6'-8" , 1 lk � • , • , III , Iiiiiiim�_II . FOLDIi G - - j---------------^T----------- 0fr BEA 7'-4V2' 10'-53/4" I 12'-13/4„ I — - A 30'-0" ( --- ------ I EXISTING MASTER SUITE ; , ; ; ; ; ; EXISTING COVERED LANAI EXISTING CASUAL DINING �CONCRETE COLUMN BLOCK W/ 2 - 05 BARS DOWELED FROM FOOTING AND HOOKED TO TIEBEAM (TYPICAL FOR 4) ;H 4 CIWAT: , 00 i ; , APPROX, LOCATION OF SEPTIC TANK, '------------------------- •--------------- - ---------- APPROX, LOCATION ; OF SEPTIC TANK DRAINFIELD POOL d I a GzENERAL NOTES: ALL WORK SHALL BE PREFORMED IN STRICT ACCORDANCE WITH F,B,C, 2011 6TH EDITION • CONTRACTORS TO VERIFY ALL SQUARE FOOTAGES • CONTRACTOR TO VERIFY LOCATION OF ALL UTILITIES AVAILABLE AT SITE BEFORE PROCEEDING W/ CONSTRUCTION ALL INTERIOR WALLS TO BE 1/2" DRYWALL WITH SMOOTH LEVEL 4 FINISH, CEILINGS TO BE B/8" DRYWALL WITH SMOOTH LEVEL 4 FINISH, MOISTURE RESISTANT "GREENBOARD" TO BE USED AT THE SHOWER CEILINGS. ALL DRYWALL TO BE FASTENED WITH RUSTPROOF SCREWS. PLEASE NOTE: IF REQUESTED, A LEVEL 5 DRYWALL FINISH WILL BE AN ADDITIONAL C05T TO THE OWNER. A LEVEL 5 FINISH IS RECOMMENDED FOR AREAS WHERE SEVERE LIGHTING CONDITIONS EXIST AND AREAS THAT ARE TO RECEIVE GLOSS, SEMI -GLOSS, ENAMEL OF NON -TEXTURED FLAT PAINT, • 1/2" DUROCK WATER PROOF CEMENT BOARD TO BE INSTALLED AT ALL SHOWER FLOORS AND WALLS, ALL WALLS WITH TILE AND INTERIOR FLOOR AREAS WITH PLYWOOD SUBFLOOR THAT ARE TO RECEIVE TILE FLOORING OWNER TO SELECT COLORS, MULTIPLE INTERIOR COLORS SHALL BE PROVIDED AT NO ADDITIONAL COST TO THE OWNER, EXTERIOR SHALL HAVE NO MORE THAN THREE FINISH COLORS. APPLICATION: BENJAMIN MOORE PAINTS OR EQUAL, ONE COAT OF PRIMER AND TWO COATS OF PAINT ON ALL INTERIOR AND EXTERIOR SURFACES. ALL FOUR EDGES OF ALL DOORS SHALL BE GIVEN THE SAME NUMBER OF COATS AS THE FACE OF THE DOOR. • PROVIDE PLUMBING ACCESS PANELS TO ALL SLIP JOINT CONNECTIONS • WINDOWS SHALL BE HEAVY DUTY ALUMINUM BY PGT W/ BRONZE FRAMES, SCREENS 4 IMPACT GLASS • SIZES INDICATED AT ALL DOOR 4 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 m ALL SLEEPING AREAS AS PER F,B,C, 2011 6TH EDITION TEMPERED GLASS TO BE USED AT ALL HAZARDOUS AREAS EXTERIOR DOORS 4 WINDOWS SHALL BE CERTIFIED FOR RESISTANCE TO LOCAL WIND PRESSURE AS REQUIRED BY F,B.C, 2011 6TH EDITION - 110 M.P.H. WIND LOAD • ALL BATH ROOM WALLS SHALL BE INSULATED • ALL BATH ROOM VANITIES SHALL BE 34 1/2" HEIGHT • ALL LUMBER IN CONTACT W/ CONCRETE OR MASONRY SHALL BE PRESSURE TREATED • ALL STRUCTURAL FRAMING TO BE HEM FIR •2, SPF 01, SOUTHERN PINE °2 OR APPROVED ALTERNATE W/ fb=1000 P.S.I, MIN. - NON - STRUCTURAL FRAMING MAY BE SELECTED SPECIES - "STUD" GRADE • PLUMBING FIXTURES SHALL BE LOW FLOW AS PER COUNTY ORDINANCE • PAN AND DRAIN AT WATER HEATER (F,B.C. 2011 6TH EDITION) DRYER VENTS NOT TO EXCEED 25' FROM DRYER TO WALL OR ROOF CAP, INCLUDING ELBOWS ELECTRICAL LEGEND ELECTRICAL SYMBOL 1X4 LED Electric Disconnect o Electric Motor Ay Electrical connect p Recessed Can Directional outlet switch $ I- ----------- ------------ ---------------- — , 4 : , I ; ul 11'-4 17'-4" 81" CO 00 TI p; R , z 9 - _ mEWE 1 a C'4 qL NON -HABITABLE N; = �'N dF - o LOFT 5'-7" X; u I '00R/A ;LL �, p CD H,U, 0); b) = ,I SW, v ; 111 I BELOW _ - 3v rZAL_ LOW BOY T WATER HEATER - ---� L. FT PLAN 1/4" = 1101I W/ LECTRICAL Q U� u 7 ILL d z (L Lu d) N O LU O a .4 fn lJ. O � Q a !n 0 REVISION$ 2 5 JUL I 9 13 FEB 1 9 IISc� 3 OFFOUR REo NAILING SCHEDUI—E ITEM NAIL SIZE EDGE SPACING FIELD SPACING NOTE@ 5/8" CDX ROOF SHEATHING 8 d 6" O.C. 6" O,O. 3" O:P>, EDGE t 3" O,C. FIELD WITHIN 4OFROOF EDGE 5/S" GDX ROOF SHEATHING e d 4" O,G, 6" O.O. 8' - O" FROM GABLE END ROOF EDGE 1/2" CDX WALL SHEATHING 8 d b" O.C, 6" O.C. 3/4" T 4 G FLOOR SHEATHING 10 d 6" O.C, 6" O,C, GLUE ALL PLYWOOD ( PL40O OR EO_AL STUD TO 2 X 12 HEADER 16 d 3 PER HEADER PLY BASE SHEET NAILING 6" O/C 18" + II" HARDI PLANK LAP SIDING ad GLUE/ BLIND NAIL . TOP W O,C-/ CAItKBOTTOM EDGE WIRE OR VINYL LATH - FOR STUCCO 1/2 I STAPLES W/ 3/4" GROWN 1" O/C MAX. ROOF SHEATHING USE ad RING SHANK NAIL ALL NAILS TO BE GALVANIZED MATCH EXISTING: SPANISH "S" TILE ROOFING OVER PEEL AND STICK ON 5/8" MIN, CDX PLYWD- ON 2" X 10" RAFTERS AT 16" O.C.- MATCH EXISTING GALV. FLASHING ON I" X 4" P,T, DRIP ON 2" X 8" SMOOTH CEDAR FASCIA - STAINED TO MATCH EXISTING + 1 2'-1 0" 0 BRG, HGT, MATCH EXISTING STUCCO SOFFIT FINISH W/ 5/8" STUCCO ON VINYL LATH + S'- 411 TOP OF BEAM + S'- 2 3/4"fiLOFT F,F,E. T, 5/8" SMOOTH FINISH STUCCO ON 8" X 16" CONC, BLOCK W/ POURED BLK. CELLS AT 4'-0" O/C MAX, 4 AT ALL WINDOWS, DOORS t CORNERS W/ 1-0 5 BAR DOWELED TO FOOTING 4 HOOKED TO BEAM I" KEY WAY CONTINUOUS F.F,L, 16" o MATCH 0 0 PRE-ENGINEERED RIDGE BEAM 2 X 10 RAFTERS ANCHORED TO RIDGE BEAM W/ SIMPSON 'LRUZ 21OZ AT EACH RAFTER- 12 R - 20 ICYNENE INSUL. AT BOTTOM OF ROOF DECK 5/8" DRYWALL CEILING —SIMPSON •HETAI& ® EACH RAFTER — 8" X 18" CONC, BEAM W/ 4- • 5 BARS CONT, —8" X 16" CONC, BEAM W/ 4- • 5 BARS CONT. —DBL. 2" X 12" P,T, LEDGER BEAM ANCHORED W/ 5/8" X 8" SLEEVE ANCHOR AT 38.4" O.C, STAGGERE PRE-ENGINEERED WOOD FLOOR 5/8" DRYWALL CEILING SIMPSON HANGER 014US48 OR WUSC48 5/8" DRYWALL ON 1" X 2" P,T, FURRING ON 3/4" RIGID INSULATION R-6 1 114" WOOD BASE 3000 P.S.I. MIN, 4" THK, CONC. SLAB W/ 6X6 10/10 W,W,F, OR FIBER MESH LVISQUEEN VAPOR BARRIER ON 2500 P,S.F. TERMITE TREATED SOIL Fl THICKENED SLAB EDGE 6 Irbil WIDE X 16" DEEP W/ 3 - •5 BARS CON'T, ON PALM BEACH CHAIRS ONE STORY 4 TYPICAL WALL SECTION 1/211 = I'-011 I C)FT Tt) RR MnN-WARITARI P I CROSS SECTION ELEVATION BARREL RIDGE TILE HEAD MORTAR TO TOP EDGE MORTAR TO TOP EDGE- i MINIMUM I" THICKNESS UNDER TILE, STUCCO O MORTAR FINISH llD I I PRE CAST CONC. LINTEL FILLED W/ CONC, W/ I •5 BAR SET HIP 4 RIDGE TILE IN CONTINUOUS BED OF MORTAR, LAPPING TILE SEALANT P.T. I" X WOOD BUCK ANCHOR I" MINIMUM. POINT MORTAR TO FINISH TO CONC, t CONC, BLOCK W/ H(LTI FULL BED OF MORTAR ALUM, WINDOW PIN DS ,111 DIA, 1 1/4" PENETRATION "TILE - TITE TDS" 16" O/C MIN, OR 1/4" TAP CON f( SCREWS ,11) 12" O/C `—UNDERLAYMENT CARRIED SEALANT PROVIDE FULL BED OF MORTAR UNDER ALL HIP t OVER APEX OF ROOF RIDGE TILES FIELD TILE WINDOW SHALL BE FLASHED W VULKEM Iib Q BY TREMCO (OR EQUAL) FOR BEADS 4 POURED CONC, SILL W/ RIDGE TILE ATTACHMENT ID AIL AROUND T EXHIBIT MIN. CONTACT AREA 1 0 5 BAR OF 1/4" ONTO SUBSTRATE p _ 11I 11011 n SILL NOTE: SET HIP t RIDGE TILE IN A FULL BED OF "TILE -TITE TDS" BY BERMUDA ROOF -- CO., INC. PLACE TILE ON MORTAR WITHIN 15 MINUTES PRESSING DOWN ON TILE UNTIL MORTAR HAS FULL CONTACT WITH THE TILE 4 EXCESS APPEARS AT 14E SIDES OF TILE. POINT MORTAR USING MORTAR THAT IS SQUEEZED OUT WITH ADDITIONAL MORTAR AS NECESSARY I' I WIND©UJ WINDOW f� I DETAIL ALL FIELD TILES SHALL BE SET IN ACCORDANCE WITH SYSTEM OTHREE FRSA t NrRMA TILE SPECIFICATIONS - MORTAR SET APPLICATION USING "TILE - TITE TDS" AS NCiED I 1/2" V-0" ABOVE CONCRETE t CLAY ROOF TILES COMPLYING WITH THE FOLLOWING 30" MIN, LIMITATIONS SHALL BE DESIGNED TO WITHSTAND THE WIND OUT5IDE ONLY LOADS PRESCRIBED IN THIS SECTION CORNER BAR OVERLAP i, ROOF TILES SHALL BE MORTAR SET W/ "TILE - TITE TDS" BY BERMUDA ROOF CO„ INC. 2, ROOF TILES SHALL BE INSTALLED ON SOLID SHEATHING ? DESIGNED AS COMPONENTS t CLADDING IN ACCORDANCE (X Z ZQ INSIDE BARS 70 OVERLAP EACH OTHER WITH III OW0. AND TO BE TIED W/ 3, AN UNDERLAYMENT SHALL BE INSTALLED IN ACCORDANCE Q W 4 03 TIE AT JUNCTION W1 1501.4 zI 4. TILE SHALL BE SINGLE LAPPED INTERLOCKING W/ A MINIMUM HEAD LAP OF NOT LESS THAN 2 INCHES nO ti 5, TILE LENGTH SHALL BE BETWEEN 1.0 t LIE, FEET 6. EXPOSED WIDTH OF TILE SHALL BE BETWEEN 0.61 t 1,25 FEET, 1, MAXIMUM THICKNESS OF TAIL OF THE ROOF TILE SHALL EXCEED 1,3 /� /� j CORNERBAR DETAIL COIA' NOT INCHES `ER 8. ROOF TILES SHALL HAVE AT LEAST 2/3 OF TILE'S AREA 1/211 = I'_ o'1 FREE OF MORTAR CONTACT I' ro 00 f ®R ' J O 24" DIA. FIXED IL WINDOW SOUTHEAST ELEVATION 114 If 11011 TCH EXISTING SPANISH 'TCH EXISTING STUCCO I MATCH EXISTING TRIM DET Q a MATCH EXISTING Sf AN15H MATCH EXISTING STUCCO I 4 MATCH EXISTING TRIM DET .... ... ........... . 00 I z M N SOUTHWEST ELEVATION OPTION 01 1/4" = I1011 P.T. 2 X 6 HANDRAIL CAP (PAINTED) P,T, 2 X 4 TRIM (PAINTED) 4 u MAX. P,T. 2 X 2 PIOK£TS • k� y Q MAX. 4" BETWEEN (PAINTED) 1[I H P.T. 2 X 4 TOE TRIM (PAINTED) a cm TLh U uj OD cq RAILING DETAIL._ N 111 = I,- O'1 r „ 8 X 16 GONG. MILK, —� 1/2" DRYWALL e ' I" X 2" P.T. FURRING (�� LL „ 5/8 STUCCO RIGID INSULATION f- o POURED GONG, BLit. CELL W/ 1* 5 BAR a 2" X 4" PRESS. TREATED D EACH JAMB 6 �, DOOR CASING GONG. SILL W FIR JAMB SEALANT ALUM. THRESHOLD F- P,T, I" X WOOD BUCK ANCHOR cdN BRICK MLD. TO CONIC, t CONC. BLOCK W/ HILTI PIN IDS .Ill DIA, 1 114" PENETRATION 1 3/4" SOLID CORE a Irbil O/G MIN, OR 1/4" TAP CON j DOOR SCREWS 0 12" •• O/C i DOORS SHALL BE FLASHED W VULKEM 116t it BY TREMCO (OR EQUAL) FOR BEADS LI.( AROUND WINDOW, THE SEALANT SHOULD EXHIBIT A MIN. SURFACE CONTACT AREA OF 1/4" ONTO SUBSTRATE r� EXTERIOR DOOM? JAMS DETAIL. i NORTHWEST ELEVATION o � „ NORTHEAST ELEVATION 1/4" = 11011 13 FEB 19 18151 4 OF FLi7 /O KjZzr 9 O F IF O UR REG.# i1 ODCo'00 AR 8341 9O U nUPCST RED AR°�*� z // ice\ 1 1/411 = I'01t