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HomeMy WebLinkAboutBuilding Plansa MATCH LINE M 0 (CONTINUED @ LEFT) 11%AATCH LINE (CONTINUED @ LEFT) � N 1 PARCEL 2 PID: (TO BE DETERMINED - I S89'51'36" R `O _ SUBJECT TO ST. LUCIE COUNTY I 1 5.05' 50TING PAVEMENT I s� NH9°J1'36"E C �,a. PROPERTY APPRAISER'sUPDATE) U U ( PALM TREE 2.04 Acres ± GENERAL NOTES: N J I qD \ ) ORANGE AVENUE 6 2 2.12'O 1. CONTRACTOR SHALL INSTALL ONE UNDER GROUND PROPANE GA5 STORAGE �. o PALM TRI ■gym Co TANK. TANK SHALL BE ADEQUATELY ANCHORED TO A CONCRETE SLAB BA5E OFSUFFICIENT MASS TO PREVENT PARCEL.ATION OR LATERAL MOVEMENT OF IXISTING I TANK AND BASE DURING A BASE FLOOD EVENT. THE TANK SHALL BE C m Lo EXISTING I I DIRT ROAD COMPLETELYBUMED, WITH E45YACCES5 TO CONNECTIONS. THE DIRT ROAD ---------------------------------------- ------------------ CONTRACTOR SHALL VERIFYWITHGAS COMPANY THAT PROP05EDLOCATION c PARCEL 2 PI D: (TO AND INSTALLATION OF UNDERGROUND PROPANE GAS STORAGE TANK MEETS ------------- II BE DETERMINED - I THE REQUIREMENTS OF ALL APPLICABLE CODES. THE GA5 COMPANY (� FRONT BUILDING 3ETBACK ` SUBJECT TO INSTALLING THE TANK SHALL AT THE TIME OF BUILDING PERMIT APPLICATION, SOUTH R! T-OF-WA LINE I I ST. LUCIE COUNTY i t; , `' r PROVIDE A CERTIFICATION FROM A PROFE35IONAL ENGINEER THAT THE TANK 141 COUNTYROAD N 66 (ORAN EAVENUE) I PROPERTY i PALM TREE I INSTALLATION MEETS THEABOVEL15TED CRITERIA. L__j APPRAISER's UPDATE) i i I 2.04 Acres I } J PALM TREE PALM 1Rff r. i I I I ..I I j i 00 «- e' 0• I i I a cyn 5URVEY INFORMATION: l• m I ~�-SIDE BUILDING SETBACK _W Q i D I • UNLESS NOTED OTHERWISE, ALL BOUNDARY* TOPOGRAPHIC INFORMATION I 1 �► '� i m SHOWN ON THIS SHEET I5 TAKEN FROM A SURVEY BY T. E. PHILLIP5, LLC 1 20'-0" ,{• DATED FEBRUARY 16th, 2019 4 REVISED JUNE 3rd, 2019. PRIOR TO THE 01 x " I m START OF CONSTRUCTION, THE CONTRACTOR 15 TO VERIFY THAT THE I II PALM TREE INFORMATION 5HOWN COINCIDES WITH THE SURVEYORS M05T CURRENT I cv 1p PALM TRff SURVEY INFORMATION. xLQ \ i V PALM TREE PALM TREE \ i 2. ALL TREE5 SHOWN AT APPROXIMATE LOCATION5. DRAWING TREE i �_.: PALM OA IXISTING LOCATIONS TAKEN FROM "GOGGLE EARTH" AERIAL. i I IXlST1NG UT/LITYPOLE ti DIRT ROAD (BENCHMARK L 3. LEGAL DESCRIPTION: SEE BELOW ELEVATION NAIL IN (L ,.:.` PALM TREE ;.; PALM TREE '>< POLE -SEES SURVEY u CXIS NG l FOR ADDITIONAL 4• ALL BENCHMARK INFORMATION (TAKEN FROM ABOVE REFERENCED 5URVEY.) L FE�jCE ` \ i BENCHMARK L� 'x x'�' PROPOSED INFORMATION) 5. ■ = EX137-ING GRADES (TAKEN FROM ABOVE REFERENCED SURVEY.) I PALxhr7REE 5 M I L W a.Y OAKTRff IRRIGATION WEL �a I GA L WESTERLY FACE I N I p I I NAIL SET IN "X EAV LUCIE COUNTY DIRT PAD AVERAGE ;'11OVE1 16'-1 " O DESCRIPTION '> Q I 1 UTILITY PALM TREE BYST. TOP ELEVATION 25.1 w _ , o "Jl w BEING A PARCEL OF LAND LYING WITHIN THE SOUTHEAST ONE -QUARTER (1/4) OF c�•• v _. _. I } i (APPROXIMATE PROPOSED I p SECTION10, TOWNSHIP35SOUTH, RANGE37EAST, ST. LUCIE COUNTY, (� I I ELEVATION0C24.90) UNDERGROUNg .- i (� FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS; (� (NAVD86) �` a� FJCISTING x k� COMMENCE AT A CONCRETE MONUMENT STAMPED LB959, MARKING THE O ELECTRICAL -SERVICE PALM 00 �- I I I 23 I'-O TREE " BARN ON s -90UTHE45T CORNER OF 5ECTION l2, TOWNSHIP 35 SOUTH, RANGE 37 EAST; 1 I I CONCRETE PALM T i f rl THENCE NORTH OOP/ 6'45"WEST, ALONG THE EA5T LINE OF SAID SECTION 12, A PAD .1 D13TANCE OP 269. 64 FEET; �J g DIRT ROAD >,, ` THENCE 50yTH 6904 P l5" WE5T DEPARTING SAID E45T LINE, A D15TANCE OF ` AC 8 GEA1 `fRATOR CONCRETE PADS m CONCRETE PAC 125.12 FELT T f P F NI O FOLLOWING DESCRIBED N ' r $ AVERAGE ONE STORYS3INGLE °m k k.' PARCEL; O THE POINT O BEGINNING F THE FO WING I I I $ ELEVATIoN25 0�_ ry REMOVE PALM PROP( fD 11` AMILYRESlDENCE g ' TREE5 AS REQUIRED U' TANK F.FfLEV=' 25.5 2' I tiM THENCE ALONG A LINE LYING 40 FEET, MORE OR LE55, NORTH OF THE � I I i FOR SEPTIC 3Y5TEM--�► MINl $ $ �, f' li NORTHERY �P OF BANK OF AN EY15TING DRAINAGE CANAL THE FOLLOWING p I U 200' S" 92.67 THREE CO UftE5; OVERHEAD I } U i OAKTRff NORTH 65° „ 99• ., > 140, WEST, A DISTANCE OF ! l 4.26 FEET,• UTILITY ' L. - eQ x o� ` 436 �r THENCE SSOUTH 60 4546 WEST, A DISTANCE OF 396. l9 FEET; I lO W i PALM TREE PROPOSED r s , a l I6.00' x " STANCE OF 163,43 FEET; I rj SEPTIC TANK .? ` - I r' THENCE NORTH 00°06'35" Wf5T, DEPARTING SAID LINE, A DISTANCE OF 762. l 6 FEET, • THENCE NORTH 6905 /'36" EAST, A DISTANCE OF 622. 12 FEET; I I p ■ 25' O/z $ > TREE I THENCE 50 ° „ p r i PROPOSED o L — x " 1/TH 03 5056 EAST A DISTANCE OF 74 7.3 7 FEET TO THE POINT OF } ' i DRAINFIELD ARLA BEGINNING. f 0 i x� — OPOSED WATER " 120-0 I I I I (UNOB3TUCTED AREA I i Z 1500 SQ. FT t) R I p0 p0 / SUPPLY LINE f OAITREf CK CONTAINING I I. 15 ACRES, MORE OR LESS. SIDE BUILDING 5E@A i PROP05ED ALM TREE % TOGETHEREL TH THE FOLLOWING DE5CROBED PARCEL: I i FOTABIP WATER t I WELL PAK' EL 1 PID s 1 i x J A STRIP OF LAND 60 FEET IN WIDTH LYING wTHIN THE SOUTHEAST z I I I i 21121'441-0003-000-6 i ONE -QUARTER (1/4) OF SECTION 12, TOWNSHIP 35 5CUTH, RANGE 37 EAST, ST. & 21,1'2-441-0002-000-9 y ii LUCIE COUNTY, FLORIDA, OF WHICH THE 5/DE LINES EXTEND OR CONTRACT AS S NECE53ARY TO MEET THE SOUTH RIGHT-OF-WAY LINE OF COUNTY ROAD No. 66 1 I I (SUB.JEPT TO ST. LUCIE COUNTY I (ORANGE A VENUE), THE CENTERLINE OFWHICH BEING MORE PARTICULARLY } I PROPtTY APPRAISER's UPDATE) ' n DESCRIBED As FOLloWS; I i PALM TREE L r' 11.15 Acres ± ; COMMENCE AT 4'k 4 CONCRETE MONUMENT 5TAMPED LB959 MARKING THE I I I " „ € DIRT CAD I ' I PALM TREE SOUTHEAST CORNER OF SECTION 12, TOWN5H/P 35 SOUTH, RANGE 37 EAST 1 I i PALM TREE ^'` a ._ _ _-- THENCE NORTH 00°16'45" WEST ALONG THE EAST UNE OF SAID SECTION 12, A DISTANCE Or 269.64 FEET; THENCE SOUTH 69°4 /'l5"WEST DEPARTING SAID PALM TREE EAST LINE A DISTANCE OF l 25.12 PEST• THENCE NORTH 03°50'56" WE5T, A PARCEL 2 PID: (TO } I ZONE X Dl5TANCE OF 747.37 FEET,- THENCE SOUTH 69°5 l'36 WEST, A DISTANCE OF BE DETERMINED - { I I FEMA FIRMETTE I 15.05 FEET TO THE POINT OF BEGINNING OF THE FOLLOWING Df5CR(BE9 SUBJECT TO { I # 12111 C0150J I CENTERLINE; ST. LUCIE COUNTY i I I i v I THENCE NORTH 04°3931 WE5T, A DISTANCE OF 14,52.00 FEET TO A POINT ON PROPERTY I I I i P? p wre THE SOUTH RIGHT-OF-WAY LINE OF COUNTY ROAD No. 66 (ORANGE AVENUE) p APPRAISER's AND THE POINT OF TERMINUS OF SAID CENTERLINE. UPDATE) } W 2.04 Acres t 1 I CONTAINING 2.04 ACRES, MORE OR LESS. Alu I I i OAKTRff I i 'PALM TREE I T�''�))(��' EXlS G i PALM TREE P TREE I 11 N 1 �%v,..f I %a�`�f$� G. I PALM TREE OAKTREE I O O t, @ PALM TREE w P Z PALM TREE a j PALM TREE \ F PALM FREE et PALM TREE .. OAKTREE f.✓ i_.. PALM TREE PALM TREE PA TREE a_ OAKTRff --------------- O I O'2O' 40' >. i „^ OAKTRff PALM TREE C MATCH LINE 1 REAR eurlwNG SETBACK S = 40 i _ __--- --- -- -- --- �s AL (CONTINUED RIGHT) I I 'PALM'TREE �[ i ---- - 1 -_--------- J PALM TREE ------ ------ ---- - �� �,. i w � � PALM TREE 4Dl ROAD I z I I _ _ -- PALM WE S8 «5 ' I "�(C) ._..S S89041'15"V }�. PALMTREE -�o ,,: ^PALMTREEN850i4+U2„ CONSTRUCTION 396.19'(C) o PALM riff ..: i i 4.26 W(C) 1''25.12 (C DO CAo I 1 S8 ) 45' 48„ (� '(C) 63.43'� } J -__-' DOCUMENTS � 1 1 -------- CANAL Top -- MATCH LINE _ _ ^ - — ` ` - — — — CANAL TOP OF 6ANK +/- r K +/- (CONTINUED @ RIGHT) SHT. NO. PLAN A-2 Ill - 401 A-2 I NOV 0 4 2019 4" VENT THROUGH ROOF 0 4" y r 4" VENT THROUGH ROOF VENT iI WATER 4" VENT THROUGH ROOF STACK CLOSET SINK w/ SHOWER /'T 2" 015PO5AL $ 2" i WASHER CONSTRUCTION I AIR ADMITTANCE �/pE 4" EXIPRIOR SINK w/2" q" SHOWER 3" VALVE 2„ VENT AlR ADMITI-ANCE STACK LA WATER m VENT DBL DOCUMENTS I CLOSET SCOPE 3" SLOPE STACK I 2 VALVE WATER CLEAN OUT CLOSET „ 4" I DRAIN, WA.5TE * VENTING LEGEND 2" p SHOWER 54G _ — ,201 /WASTE PIPE BUILDING WALL 4" BUILDING DR41N VENT STACK 8'-O" CLEAN OUT ��G ��, 5EE PLAN FOR LOCATION AND VENT SIZE ------------- SG � 5 SEPTIC 5Y3TEM 30-6" 34'-O" 22'-0" 29'-4" WASTE VENT RIS R z NOT TO 5C LE a-s m ; 30" OH `♦ %� , 30" OH I `♦ i I I__________________ II l ii O `♦ �a--------------------------------------------------------- II I I i z OI I `. 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'RZ cc Q � � ICU \ \ p�}� RISER INFORMATION i \ �J III I'llBRICK FACED 5TekW4LL Y ` ' ' WALti 1. / BRICK FACED STEMWALL T' ' ' 3 KC I WRC q III M \ z z @NORTH FLEVQTION ,, . / ' x ` :1 . ,a �Y 6x6 WOOD POST WRAPPED @ NORTH ELFVAT70N sorrrr sorFir I (/� a 7t / " I I ' \ I (SEE STRUC URAL ; , ", y , :..., : w/ CED40 OR HARDI-TRIM (SEE STRUCTURAL \ S m . +46 I I I PLANS FOR DETAILS) • .3.,,' t ±♦ .,.:' • ;e ; (Tl'PIS:AL) PLANS FOR DETAILS) �,/- / /- -/ / / /. y. 1' / -/ -/ / .. -/ / / / / ///i / ^` _ _ fi.T. 4 I / / /W , ,/ , , ••-•' - I : ` .. I : "' ` — — — — *" J,,•., a].�.._y �+ r5• I 4f' -- �� — — J +16, / +/B• / '� ` -\ ///// / / _ I\ BOTTOM OF \ x i ' ti . 4 CEILIN ELEC PANEL BOX \. \ . j N �' BEDROOM I +46° I SOFFIT / RETEDECK ALUMINUM RAIL .t , r ,,8 J } •� PROVIpESTR�TURE MOUN UTrUTY5/NK � � � @ EDGE OF CON BETWEEN D P05 , : R HEI il, ELECTRICAL n 7-O A.F F - WOQ 4' ., : K s +' 7 r .1 FOR FUTURE SIjUING \ - - - \ \ . 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Oi o I i _ __,", _.—_ _ —_ __..__ -_ y� _/� o I f I W � I ALIGN DOORS ON I PEAK OF CATHEDRAL CEILING I I 1 9) __-- r 2-, I I CENTERLINE OF RAISEDHEAR7H ® II ALIGN SINK ON / / / / / / / / / / 1 / / / /: /� I CEILING �B - �< GAS CENTERLINE OF \ } 1 W/H I »,,`,; . a) O . - \ g \ I \ EXTERIOR WINDOWS- . DOUBLA.SIDED ELECTRIC :BOXED BEAM @FLAT CEILING--1 • "": p .I .. r r t \� / +4s° MOUNT +46 G i „_ EXTERIOR WINDOWS-- - t© r. •'0AS.. r. I L `r • G48 bra � : r ..„:Y ,q.• ti \ - . / SHOWER ,�) I l I CLOSET 2 R Nav FIREPLACE INSERT uj SURROUND d / PLAT cLG I I \i / / r IN W� - ., ! 1 1�-M 7 / ./ / / /\ f , �: Y ENr / i ///////v/ it /.// N (� U �1 ,I: �/ '.' I. N • r'" f•-I }:. '♦ 1 Y y. r,a •• ,. f•.C:. .. t! (1 .,/r! .v T! 'i.'r r�,:, t / p. P!r•n}• i p ,• ,{. • •1• iyl ;i'v .1 _ I \ LIMI S OF CATHEDRAL CEILING .• .,.: r.,.:+e , . f r r > _ . w % }2 4. t1R;�tJ11 a: iy ,.F:. '.i,. 1 . NaY. : : •.. ,�. }.. 1 ,I't' < "_a•. ,'.t`. �.i•r'•: ti. 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I -' ':. r _ Y ` . , ," r ± • ' _ I STUCCO FINISH GMU , •d, :^ a ✓✓ 50r"T �'�.. -.._i�._.wsCAt % "kr SOFFIT COLUMN(11P@CORNERS) J ., } .:.r :t t t t g » ,, , y i• ` i '. �ytwRCC� --- _..�'G-_ ,Y r fee ' :4t _ ..,-1:.-'.-,t . . $ SINGLE POLE 5WlTCH (HEIGHT 46m AFF TYP) ® LOW -PROFILE PLUGMOLD 5Y5TEM (gH WALL MOUNT SCONCE LIGHT FIXTURE $Z TWO WAY (THREE POLE) SWITCH IllDUPLIX FLOOR OUTLET (SEE NOTES) E] CEILING RECESSED EXHAUST FAN w/LIGHT VP (VP = VAPOR PROOF) VENT TO EXTERIOR $3 THREE WAY (FOUR POLE) SWITCH ® SPECIAL PURPOSE RECEPTACLE o GARAGE DOOR OPENER EQUIPPED 0 CEILING RECE55EV E9(HAUST FAN $ SINGLE PWI POLE STCH w/DIMMER VEr TO' EXTERIOR GOD w/AUTOMATIC SENSOR (r0 COMPLY WT7H UL $A SWITCHAMC O 325 SAFETY AND CON57RUC7TON CODE5) E SURFACE MOUNTED FLUORESCENT (!L D WHEN AMC LIGHT l5 ONJ EXTERIOR SECURITY LIGHT WITH U 2 FT PU5H BUTTON FOR DOOR BELL OR cIa �WQ ADJACENT SWITCHED (SOFFIT MOUNTED) GFCI I GARAGE DOOR OPENER RECEPTACLE CEILING MOUNT CEILING r41OI FLUORESCENT LIGHT CEILING MOUNT LIGHT FIXTURE FIXTURE 4 Fr., 2 TB -LIGHT STRIP +4I1 HEIGHT ABOVE FIN. FLOOR AS NOTED CEILING MOUNT PENDANT LIGHT FIXTURE snoP HANGING SHOP LIGHT � . /'' ' � - CONNECTIONS FROM SWITCH TO FIXTURE " CEILING RECESSED LIGHT FIXTURE � FIXTURE, 4 E, 4 F ,2 TO-NT FT., 2 TO -LIGHT STRIP .WITH — - - CENTERLINES INDICATE FUTURE ALIGNMENT ADJACENT SWITCHED RECEPTACLE ---a CEILING RECESSED LIGHT FIXTURE WITH = DUPLEX RECEPTACLE - 120V (TYP) ADJU57ABLE ELBOW WALL WASHER TRIM INTERIOR TRACK LIGHT (ARROW DENOTES DIRECTION OF BEAM) =0 HALF 5WTTCHED DUPLEX RECEPTACLE 0 WALL MOUNT CLOSET LIGHT FIXTURE (SWITCH LOWER 5OCKE7) aB CEILING RECESSED LIGHT FIXTURE WITH - DOOR (DOOR = JOCIR ACTIVATED SWITCH) -9 220V RECEPTACLE N'R WEATHER RESISTANT SEAL LED STRIP LIGHT/RIBBON LIGHTS MOUNTED CEILING I AN W1 LIGHT =OGF DUPLEX RECEPTACLE - GROUND FAULT CIRCUIT INTERRUPTER (SEE NOTES) UNDER OVERHEAD CABINET ¥ @ TRAY CEILING PC P } -0 EXTERIOR POST LIGHT FIXTURE PULL CHAIN NRc DUPLEX RECEPTACLE w/WEATHER `I' MM DOOR BELL CHIMES MC MEDICINE CABINET ,- i W/H1 WATFR HEATER Y--, Q-- PROGRAMABIE THERMOSTAT sH DUAL SENSOR SMOKE 4' HEAT DETECTOR (CEILING MOUNTED) j CARBON MONOXIDE DETECTOR Hr (WALL MOUNT @ 24"AFF) 0 TELEVISION JACK / COAXIAL CABLE CONNECTION D . TELEPHONE JACK CONNECTION o DATA JACK (CAT 6 CABLE) CONNECTION UNDERGROUND ELECTRICAL 15 SERVICE ENTRY POINT Lm DISCONNECT SWITCH ShmI ELECTRICAL PANEL BOX RESISTANT COVER EL LCEND 2 HTS A-s 11 ELECTRICAL LOAD CALCULATIONS TOTAL SQ. FT. UNDER AC = 3716 x 3 VA = 11148 VA 2 20 AMP APPLIANCE CIRCUITS 3000 VA 2 REFRIGERATORS 2400 VA .11 1 DISHWASHER 1200 VA 1 WASHING MACHINE 1500 VA 1 DRYER 5000 VA MP 2600 VA 1 FIREPLACE Q 1200 VA 1 ( ) 2 (GAS) WATER HEATERS 0 VA TOTAL 28048 VA FIRST 10 KVA @ 100% 10000 VA REMAINDER a@ 40% 7219 VA AC / HEAT 18000 VA TOTAL 35219 VA 35219 1 / 240 = 147 AMPS USE NEW 300 AMP SERVICE PROVIDE ARC FAULT AND TAMPER PROOF RECEPTACLES THROUGHOUT ELECTRICAL CONTRACT014 TO VERIFY ALL EQUIPMENT LOADS PRIOR TO START OF CONSTRUCTION AW RECALCULATE IF LOADS ARE TO BE MODIFIED L CAL CALCULATIONS /3 HATCHED AREAS INDICATE EXTERIOR CONCRETE SURFACES c L t - Z a,° 8 wRc I 5OFRr --J ELECTRICAL PLA11*114111 1 1411 = 1 1-011 I --- I 200 II FUTURE AMP GUESTHOUSd HOUSE I 1 I O WIRINGTROUGH PANEL PANEL. PANEL 3LN1 A I —T 1 I (3)!!6•, N10, 1/o CONDUIT I SO AMP 200 AMP i 100AMP i MAIN ISCONNECI ISCONNE07 BREAKER WEATIIIRPRODF PANEL JUNCTION PANEL FUTURE P004 EQUIPMENT BOX (3) 350 MCM IN Z%p" (3) 03, 06, I Yz• CONDUIT CONDUIT UNDERGROUND ELECTRICAL SERVICE (3) 3itl :1K, Z• CONDUIT d4 CU. GRWND 77ED TO CW PIPE/WILDING STEEL # DRNEN M GROUND ROD - ELECTRICAL RISER /,I CONSTRUCTION DOCUMENTS NTS IR U W5 K Q) I N 0 O rSHT, NO. A-6 OF 9 Ilk A NTS ,ACV '0 4, tell T® ILL %I 1 ( I RIDGE FLASH (7YP) RIDGE FLASH (TYP) �- RIDGE FLASH (l),P) I 12 8 Ci� FINISHED FLOOR GARAGE SLAB CONCRETE DRIVE GRADE x �, / / FINISHED FLOOR 5V CRIMP METAL ROOF /` 6x6 POST WRAPPED w/ CEDAR OR HARDI-TRIM (TYP) SEE DETAIL @ STRUCTURAL 11 _ PLANS FOR ADDITIONAL INFORMATION el- GRADE O 12 SEE STRUCTURAL PLANS FOR ADDITIONAL INFORMATION, INCLUDING FOUNDATION, BEAM, TRUSS CONNECTIONS, AND MASTER BEDROOM WING (BEYOND) B WINDOW 4 DOOR BUCK DETAILS (SEE ELEVATION 3 BELOW) GALVALUME 5V CRIMP METAL ROOFING PANEL ALL NECESSARY ROOF OVER WATERPROOF UNDERLAYMENT INSTALLED PENETRATIONS (VENTS AS PER ROOFING MANUFACTURERS THRU ROOF) TO BE IA15TALLATION INSTRUCTIONS ON REAR SLOPE ONLY 5/8" COX PLYWOOD SHEATHING SECURELY NAILED l 2 AS PER NAILING ZONE DIAGRAM (SEE 5TRUCTUUAL B 5V CRIMP METAL ROOF PLANS FORA ITIONAL INFORMATION) 4 ENGINEERED WOOD TRUSSES w/TYPICAL l000r Ql 12 / 2 6" SLEW PLATE d 8" RAISED HEEL 12 5 R-30 POLYICYNENE OPEN CELL SPRAY A55UMED %g"SHIM SPACE FOAM INSULATION TYPICAL @UNDERSIDE OF ROOFdk TOP OF BEAM — CK � ABOVE TOP PLATE CEILING 5PRINGLINE @ CATHEDRAL CEILING HEIGHT @ FLAT CEILING GYPSUM BOARD (SHIM AS REQUIRED) $ PR/ME * LATEX PAINT (2) 1 x4'3 USE GWB COMPATIBLE SEALANT @ ALL GAPS AND AROUND ALL WALL PENETRATIONS 12"GYP5UM BOARD PRIMED g AND PAINTED w/ LATEX PAINT (HOLD AWAY FROM SLAB) 2 SEE GENERAL NOTES (5HEET A-4) FOR ADDITIONAL INFORMATION W ON DRYWALL AND INSULATION ro Ix PT WOOD FURRING a� W 2 STRIPS (p l 6" O. c- 3/4" EXTRUDED POLY5TYRENE0P5) SEMI -PERMEABLE RIGID (9-4) INSULATION V . BASEBOARD FINISHED FLOOR (ASSUMED 3/4 " FOR FIN15H MATERIAL) 4" REINFORCED CONCRETE SLAB (SEE STRUCTURAL DETAILS) n\ I vim /i _F SEE FOUNDATION PLANS FOR ALL FOOTER DETAILS AND INFORMATION ; STUCCO ON ON ME TH lx4 WOTAL O T l 0 2x6 RS CEDAR FASC 7T RABBITED OVER 2x6 SUB -FAST RECEIVE SIDING 2'--6" OVERHANG +— TR/M @ CORNERS (MINIMUM FROM END PLANK OF SIDING -� STUCCO CA51NG @ ALL EkTERIOR DOORS 4 WINDOWS 5/6"HARDIPLANK FIBER CEMENT W IXTERIOR LAP SIDING (74 ") WITH m 6" EXPOSURE TO WEATHER w/ LATEX p PAINT FIN15H (INSTALLED AS PER MANUFACTURERS /NSTRUCTIONO) p - E)(TERIOR WALL O �O \ DIMENSION PER PLAN w (3/4"+ 3I4"+8-%9 CONCRETE BLOCK MASONRY UNIT U 5tT IN A RUNNING BOND WITH CONCAVE JOINTS WATER RE513TANT BARRIER CMUSHELFRECESSED l4" BELOW Top OF SLAB Z FLASHING AS PER SIDING MANUFACTURERS INSTRUCTIONS LATEX PAINT +O'-O" CMU SHELF MINIMUM CLEARANCE SIDING TO GRADE POLYETHYLENE VAPOR BARRIER EXTEND AROUND SLAB AND FOOTINGS TO GRADE TYPICAL WALL SECTION 3/411 = I-011 5EE STRUCTURAL PLANS FOR BEAM INFORMATION - ALUMINUM FRAMED SCREENED PORCH - 4" REINFORCED CONCRETE SLAB (SLOPE %g" PER FT) - WALL (BEYOND) OUTDOOR KITCHEN /2 Q 5 ■■ I�IIIIIIII111 111111111111 _ _ 111111111111 '- �-" ■\\\\\111111 ceooco----`a PAINTED FIN15H 5TEMWALL O © FRONT (NORTH) R 1 • SIDE (EAST) ELEVATION 3 (@ PORCH),.Am •i BEDROOM WING (BEYOND) (SEE ELEVATION 3 BELOW) /2 Kne /2 Q 5 11411 = 1 1-0 LETTERS * NUMBERS BELOW ELEVATIONS ARE DOOR � WINDOW DESIGNATIONS - VERIFY WITH PLAN. SEE SHEET A-4 FOR DOOR WINDOW SCHEDULES 5EL_ 5TRUCTURAL f FOR 5TEMWALL LC AND INFORMATION i GRADE SIDE (EAST) ELEVATION 2 11411 = 1 1-011 /2 Q 5 CONSTRUCTION DOCUMENTS SEE STRUCTURAL PLANS FOR 5TEMWALL LOCATIONS AND INFORMATION r- GRADE (BEYOND) offlip 5HT. NO. A-7 OF 9 -------------1 tl O c0 O '7 m 0 0 m GRADE /2 5 PIP O r12 8 FINISHED FLOOR A S EE STRUCTURAL LANS FOR BEAM FORMATION UMlNUM FRAMED KEENED PORCH ICYNENE FOAM (R-30) INSULATION BEYOND (NOTSHOWN) MEMO Ll� 4" REINFORCEDr OLE CONCRETE SLAB (SEEFEW STRUCTURAL DETAILS) LETTERS * NUMBERS BELOW ELEVATIONS ARE DOOR � WINDOW DESIGNATIONS - VERIFY WITH PLAN. SEE SHEET A-4 FOR DOOR * WINDOW ,SCHEDULES WOOD TRUSS (SEE TRUSS PLAN) TYPE X'GYPSUM BOARD, DOUBLE 2x6 TC7 PLATE SHIMMED d LEVEL w/ PRIMER * LATEX PAINT FLAME SPRED RATING = 15 SMOKE DEVELOPED INDEX = O USE COMPATIBLE SEALANT Q ALL GAPS AND AROUND 5-%2" THERMAL BATT ALL WALL PENETRATIONS INSULATION (R-23) FLAME SPRED INDEX = O ( SMOKE DEVELOPED INDEX = O SEE GENERAL NOTES 2 (SHEET A-4) FOR p O ADDITIONAL INFORMATION s/e TYPE 'X" GYPSUM BOARD W ON DRYWALL AND (BOTH SIDES) NAILED w/ l �/e " O ,O INSULATION 6d COATED NAILS Q 7" m O. C EACH SIDE OF WOOD O STUDS, BRACE Q MID 2 HEIGHT. NAIL Q 7"0.G. TO a 2x6 WOOD STUD TOP AND BOTTOM PLATES. U Q 16"O.C. STAGGER JOINTS EACH 50E d HOLD GYPSUM BOARD MINIMUM %Z "AWAY FROM SLAB. PRIME AND PAINT w/ LATEX PAINT BASEBOARD WIS ED FLOOR (ASSUMED 3/4' FOR FINISH MATERNAL) P.T 2x6 WOOD SILL PLATE 4"REINFORCED CONCRETE SLAB (SEE STRUCTURAL DETAILS) BASEBOARD - O'-4"GARAGE FINISHED SLAB SLOPE %"PER FOOT il POLYETHYLENE VAPOR\��% BARB/ER - La'TEND AROUND SLAB AND '--- FOOTINGS TO GRADE ; ,.\; SEE STRUCTURAL PLANS FOR ALL FOUNDATION DETAILS ;AND INFORMATION 5V CRIMP METAL ROOF srucc0 CASING (TYP) F/N/SHED FLOOR /2 5 SEE STRUCTURAL / PLANS FOR STEMWALL / LOCATIONS AND ji INFORMATION FINISHED FLOOR GRADE —� Q � CONSTR UC DOCUME]Evi WALL SECTION @GARAGE O 0 �n LL /2 Q 5 SEE STRUCTURAL PLANS FOR BEAM INFORMATION ALUMINUM FRAMED SCREENED PORCH PORCH DECK � GRADEwivil'®rml �ovzl REAR (SOUTH) ELEVATION m- 111"hho, ELECTRICAL SERVICE O O O O O SIDE (WEST) ELEVATION IL I SHT. Np. SIDE (WEST) ELEVATION 0 PORCH 3 A 8 r FILEcopy NOV 04 2U1S 4" REINFORCEDr OLE CONCRETE SLAB (SEEFEW STRUCTURAL DETAILS) LETTERS * NUMBERS BELOW ELEVATIONS ARE DOOR � WINDOW DESIGNATIONS - VERIFY WITH PLAN. SEE SHEET A-4 FOR DOOR * WINDOW ,SCHEDULES WOOD TRUSS (SEE TRUSS PLAN) TYPE X'GYPSUM BOARD, DOUBLE 2x6 TC7 PLATE SHIMMED d LEVEL w/ PRIMER * LATEX PAINT FLAME SPRED RATING = 15 SMOKE DEVELOPED INDEX = O USE COMPATIBLE SEALANT Q ALL GAPS AND AROUND 5-%2" THERMAL BATT ALL WALL PENETRATIONS INSULATION (R-23) FLAME SPRED INDEX = O ( SMOKE DEVELOPED INDEX = O SEE GENERAL NOTES 2 (SHEET A-4) FOR p O ADDITIONAL INFORMATION s/e TYPE 'X" GYPSUM BOARD W ON DRYWALL AND (BOTH SIDES) NAILED w/ l �/e " O ,O INSULATION 6d COATED NAILS Q 7" m O. C EACH SIDE OF WOOD O STUDS, BRACE Q MID 2 HEIGHT. NAIL Q 7"0.G. TO a 2x6 WOOD STUD TOP AND BOTTOM PLATES. U Q 16"O.C. STAGGER JOINTS EACH 50E d HOLD GYPSUM BOARD MINIMUM %Z "AWAY FROM SLAB. PRIME AND PAINT w/ LATEX PAINT BASEBOARD WIS ED FLOOR (ASSUMED 3/4' FOR FINISH MATERNAL) P.T 2x6 WOOD SILL PLATE 4"REINFORCED CONCRETE SLAB (SEE STRUCTURAL DETAILS) BASEBOARD - O'-4"GARAGE FINISHED SLAB SLOPE %"PER FOOT il POLYETHYLENE VAPOR\��% BARB/ER - La'TEND AROUND SLAB AND '--- FOOTINGS TO GRADE ; ,.\; SEE STRUCTURAL PLANS FOR ALL FOUNDATION DETAILS ;AND INFORMATION 5V CRIMP METAL ROOF srucc0 CASING (TYP) F/N/SHED FLOOR /2 5 SEE STRUCTURAL / PLANS FOR STEMWALL / LOCATIONS AND ji INFORMATION FINISHED FLOOR GRADE —� Q � CONSTR UC DOCUME]Evi WALL SECTION @GARAGE O 0 �n LL /2 Q 5 SEE STRUCTURAL PLANS FOR BEAM INFORMATION ALUMINUM FRAMED SCREENED PORCH PORCH DECK � GRADEwivil'®rml �ovzl REAR (SOUTH) ELEVATION m- 111"hho, ELECTRICAL SERVICE O O O O O SIDE (WEST) ELEVATION IL I SHT. Np. SIDE (WEST) ELEVATION 0 PORCH 3 A 8 r FILEcopy NOV 04 2U1S SEE GENERAL NOTES 2 (SHEET A-4) FOR p O ADDITIONAL INFORMATION s/e TYPE 'X" GYPSUM BOARD W ON DRYWALL AND (BOTH SIDES) NAILED w/ l �/e " O ,O INSULATION 6d COATED NAILS Q 7" m O. C EACH SIDE OF WOOD O STUDS, BRACE Q MID 2 HEIGHT. NAIL Q 7"0.G. TO a 2x6 WOOD STUD TOP AND BOTTOM PLATES. U Q 16"O.C. STAGGER JOINTS EACH 50E d HOLD GYPSUM BOARD MINIMUM %Z "AWAY FROM SLAB. PRIME AND PAINT w/ LATEX PAINT BASEBOARD WIS ED FLOOR (ASSUMED 3/4' FOR FINISH MATERNAL) P.T 2x6 WOOD SILL PLATE 4"REINFORCED CONCRETE SLAB (SEE STRUCTURAL DETAILS) BASEBOARD - O'-4"GARAGE FINISHED SLAB SLOPE %"PER FOOT il POLYETHYLENE VAPOR\��% BARB/ER - La'TEND AROUND SLAB AND '--- FOOTINGS TO GRADE ; ,.\; SEE STRUCTURAL PLANS FOR ALL FOUNDATION DETAILS ;AND INFORMATION 5V CRIMP METAL ROOF srucc0 CASING (TYP) F/N/SHED FLOOR /2 5 SEE STRUCTURAL / PLANS FOR STEMWALL / LOCATIONS AND ji INFORMATION FINISHED FLOOR GRADE —� Q � CONSTR UC DOCUME]Evi WALL SECTION @GARAGE O 0 �n LL /2 Q 5 SEE STRUCTURAL PLANS FOR BEAM INFORMATION ALUMINUM FRAMED SCREENED PORCH PORCH DECK � GRADEwivil'®rml �ovzl REAR (SOUTH) ELEVATION m- 111"hho, ELECTRICAL SERVICE O O O O O SIDE (WEST) ELEVATION IL I SHT. Np. SIDE (WEST) ELEVATION 0 PORCH 3 A 8 r FILEcopy NOV 04 2U1S BASEBOARD WIS ED FLOOR (ASSUMED 3/4' FOR FINISH MATERNAL) P.T 2x6 WOOD SILL PLATE 4"REINFORCED CONCRETE SLAB (SEE STRUCTURAL DETAILS) BASEBOARD - O'-4"GARAGE FINISHED SLAB SLOPE %"PER FOOT il POLYETHYLENE VAPOR\��% BARB/ER - La'TEND AROUND SLAB AND '--- FOOTINGS TO GRADE ; ,.\; SEE STRUCTURAL PLANS FOR ALL FOUNDATION DETAILS ;AND INFORMATION 5V CRIMP METAL ROOF srucc0 CASING (TYP) F/N/SHED FLOOR /2 5 SEE STRUCTURAL / PLANS FOR STEMWALL / LOCATIONS AND ji INFORMATION FINISHED FLOOR GRADE —� Q � CONSTR UC DOCUME]Evi WALL SECTION @GARAGE O 0 �n LL /2 Q 5 SEE STRUCTURAL PLANS FOR BEAM INFORMATION ALUMINUM FRAMED SCREENED PORCH PORCH DECK � GRADEwivil'®rml �ovzl REAR (SOUTH) ELEVATION m- 111"hho, ELECTRICAL SERVICE O O O O O SIDE (WEST) ELEVATION IL I SHT. Np. SIDE (WEST) ELEVATION 0 PORCH 3 A 8 r FILEcopy NOV 04 2U1S a m 0 m o ' ,. 0 /2 r m V Z a 2'-60 OVERHANG m LIGHTI G PER FL qN m TYPICAL HEIGHT Q FLAT CEIUNG lx6 WOO 7 TRIM, 9„ PLUM T BOTTOM OFFSET! "BELOW DRYWALL — 2x BLOCKING FOR DRYWALL LIGHT SHELF m m 5Ef TYPICAL WALL 5ECrlON W (4/A7) FOR ADDITIONAL o2o �j INFORMATION U � og 2 Q mq � � 2 _J o O W Z CONSTR TION DOCUMENTS n O POWDER ROOM od 'l."�� :, ���1� SHELF (CONTINUED ()N A L WALLS THIS (10'M)l 3/4" = I '-0" W T WRAPPED WOOD BEAM- 2'-Bye ° To CL Pos7 tL CMU WALL (BEYOND) - W N GXG Fo5T WRAPPED W CEDAR OR j HARDIE-7RIM- 0 a ` 34" HIGH HANDRAIL 3 TREADS m 4 RlSER5 CONCRETE WALK R/ BRICK wm IxG TOG CEILING b� BA5 CMU 5HE F :. RECE55ED IY2" I BELOWTOPOF5LAB 4"DROP CONCRETE PORCH DECK 3 ----(5L0PE Y°"PER FT) z . E SEE FOUNDATION / PUNB FOR ALL - . 37EMWALL FOOTER, AND P057"CONNECTION O INFORMATION ., r F. RIDGE FLASH .. R-30 POLY/CYNENE OPEN CELL 5PRAYFOAM INSULATION TYPICAL @ UNDERSIDE OF ROOF DECK* ABOVE TOP PLATE - SHIM CATHEDRAL rz CEILING AS REQUIRED I TO ALIGN DRYWALL WITH 5PRINGLINE i FRAMED FIREPLACE BOX ST"RINGUNE (BEYO Ol 5 N BEDROOM WALL (0 FOREGROUND) QCONTRACTOR TO VERIFY ELECTRIC FIREPLACE DIMEN51ON5 WITH OWNER PRIOR TO INSTALLATION j RD HEARTH ED FLOOR "REINFORCED NCRE7ESLAB (SEE RUC7URA1 PIAN9 —Ye"GYPSUM x?# BOARD (P1TJ a DOWD .¢ CONDITIONED ATTIC SPACE i (TRU55 COMPANY TO PROVIDE , r ALL NECESSARY ROOF PENETRATIONS NEN15 AMC TRU5SE5 AT B' OR �7 � THRU ROOF) TO BE ON 7Hl5 SLOPE ONLY ,^gs MAXIMUM ALLOWABLE WIDTH):.,, ak WITH 2.3 BOTTOM CHORD m .THIS AREA R-30 POLYICYNENE OPEN CELL � SEE STRUCTURAL P1AN5 FOR ADDITIONAL (` 1 r� SPRAY FOAM /N5ULA71ON INFORMATION INCLUDING FOUNDATION, BEAM. P1GLL @ UNDERSIDE OF ROOF * ° TRUSS CONNECTIONS, AND WINDOW d DOOR T1 bf DECK f ABOVE TOP PLATE g-O" BUCK DETAILS z I' s MCK a Lr%y.• FOUNDATION I ^� PLANS FOR ALL -600E 57EMWALL, FOOTER, �. a AND P057CONNEC7?ON 9 s INFORMATION 11M, h v x' °Y4"PLYWOOD ATTIC DECK - KEEP CLPAR OF ALL P055/1LE OBSTRUCTIONS, INCLUDING OUGIWORK AND ELECTRICAL WORK BEAM (IN FOREGROUND) PLAT CEILING :.::. FLATCEILING .- -.- ...._ _._..., , __ ...:., ............ ..... .._ .>_. .. ._ _ ......... _ _ ..... ...._ .... ...... .. .- i CABINM BEYOND DOOR TO LAUNDRY i U i ISLAND COUNTERTOP s j7 I EBOARD U FINISHED FLOOR 4" REINFORCED CONCRETE BLAB (SEE 3 99 9TRUCTURAC PLANS q.. ,mm, ' ..a 7 A re A 71 �'j....a...44 .,r •�,,f •. "..! ,zz=v, . , s ..._ . �° , e.2<vz .l ✓.�/C :,.. �� h ,.'\/ /q� /�,k�'' /,... t.. �... w.0 „ .�, , . _ �`�i.. . , , .� � ^� W. , % Flf �` ':...� fit, ...... # ) l f .�, l C/S4.:i .. J FOWDATLON PLAN5 FOR ALL FOOTER DETA/L5 A@ /MfORAAAnoN ,..r ALL NECE55ARYROOF PENETRATIONS (VENTS THRU ROOF) TO BE ON 771L5 SLOPE ONLY la SEE 5TRUCTURAL PLANS FOR ADDITIONAL ®INFORMATION, INCLUDING FOUNDATION, BEAM, ° TRU55 CONNECNON5, AND WINDOW O DOOR BUCK DETAILS SEE FOUNDATION PLANS FOR ALL FOOTER DETAILS AND INFORMATION CEILING ,;m GRADE 3/8" = 1'-0" A --1 z O Q GARAGE Z 2 SEE STRucrutzaL U PLANS FOR ADDITIONAL INFORMATION 9y5 ° /2 715 12 ZQ° CMU SHELF RECE55E BELOW TOP OF 5LA15 +a -a cMU slle GRADE ;ISECT1014 A►-0 TOP OF BEAM 2'--0 OVERHANG GARAGE DOOR (SEE PLAN d DOOR SCHEDULE FOR Q MANUFACTUPZR AND SIZE) O �o N g U 3/811 = 1 '-0 MATCH ELEVATION Q PAINTED CLAMSHELL PINE CMU SHELF RECESSED I Y2 BASEBOARD THROUGHOUT GA GE BELOW FINISHED CONCRETE 9 40 +01-00 (CURB) FORCED CC, NtCRt!TffSLAB (SLOPE LIB"PER FT) CONCRETE APRON (SLOPEAWAY FROM HOUSE) ---__� I SECTION a� 0�Faa��s- G' !411 =. 1 1-0II ) C11 C mV ti K Q Z C Z Q 4 ti C ld� U SHr NO. A-9 OF 9 .10 NOV 0 4 2019