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Paradise Circle 940 Hurd R%,, sidence .1 Jacksonville Beach, W 4A On w 63 BESTCON Homes ao� I I FT-F1 -L FTJ Ell fut1) L -1--� r-1 fu FILE COPY r d x q � d A tf ti J� LL p m JOB NO. 05-81-0093 ,IW® AfiLANT4rl®EACH Marathon It 04L IKKey V VV SHEET TITLE SHEET COVER SHEEP A0.0 r ;5 Periods only used on one word abbreviations,I the abbreviatlon .9 is a different word by itself,e.g. ARCH.,BIT.,and LAM. SHEET INDEX SID ABBREVIATIONSGENERAL NOTES -t Sareu al�u9�w1>�ab >�ng multiple words,,Ul> , are very common without periods,e.g. AFF,HVAC,R/A,and WWM. € ' A.S. ANCHOR BOLT FAS FASTEN(ER) PAR PARALLEL ARCHITECTURAL 1. AN work performed shall comply with all applicable LAaal and State Building wades, 5. SIDING a ROOFING A ASV ABOVE F F.B. FACE BRICK P P,LUD. PARTICLE BOARD Ordinances,and Regulations and all other authodttes having Jurisdiction. A/C AIR CONDITIONING F.B.O. FURNISHED BY OTHERS PC.CONI. PRFCASr CONCRETE ACC ACCESS F.D. FLOOR DRAIN P.E. PORCELAIN ENAMEL AO.O COVER SHEET A. Vapor Barrier shall be applied on all exterior walls. Install as per manufactwees ACT. ACOUSTICAL TILE(CI.G) F.E. FIRE DRINGI>SfER PED PEDESTAL(SINK) requirenteris. AFF ABOVE FINISH FLOOR F.F. FINISH FLOOR(LINE) PERI PERIMETER 2. Minimum design bonds: A.D. AREA DRAIN F.r- FIXEDG� PKG PARKING A1.1 INDEX, ABBREVIATIONS, SYMBOLS AND B. Install#15(min.)feat under all shingles. ADD ADDENDUM FG. FIBS PL PLATE(FEIG M FLOOR: 40 P.S.F.Live LoadADH ADHESIVE FIN FINISH P.LAM. PLASTIC LAMINATE GENERAL NOTES 10 P.S.F.Dead Load C. Nails only to be used for roof d*xje attachment. AD] AD3USTABLE FLG FLASHING PLAS PLASTER No staples allowed. AGG AGGREGATE FLR FLOORING) PNL PANEL - ROOF: 40 P.S.F.Lim Load A.H.U. AIR HANDLING UNiT FWR FLORESCENT(LIGHT) PNT PAINT(ED) �u 10 P.S.F.Dead Load D. Flash all roof to wall conditions AL ABOVE LANDING FN FENCE PR PAIR(OF) LAYOUTS pp ALT ALTERNATE FND FOUNDATION PREFAB PREFABRICATE] lI� pa Verify design bads with local Builth codes and conditions.Refer to Structural E. Gutters to be 5"(min. .27 aluminum with baked enamel finish. Downspout to be 4" ALUM ALUMINUM CCESS PA F.D. FACE OF P5F POUNDS PER SgIARE FNCH Building ) DDw"� A.P. ACCESS PANEL FP FIREPROOF A2.0 FOUNDATION PLAN Engineering for all structural details,specifcatlons,and notes. .20 gauge aluminum with baked enamel finish. APX APPROXIMATE PSI POUNDS PER SQUARE INCH FPHie FIRE PROOF"°�TIBB PTN PARTITION A2.1 MAIN FLOOR PLAN nI: ARCH. ARCHifECI'(IIRAI) FPL FIREPUKP P.T. PRESSURETREIITE?(WOOD) `SPH ASPHALT FR FRAME(OXING) Pv PAVE(D)OR PAVING H L lea 3. CONCRETE 6. INSIIIATION A22 SECOND LEVEL FLOOR PLAN A.T. ASPHALT TILE FS FULLSZE PVC POLYVINYL . ARiDE(PIPE) ._.-.-......... _. ........._ ._ ..-.._._ AUTO. AUTOMATIC FTG FOOTING PVMT PAVEENr A2.3 ROOF PLAN -- AVG AVERAGE Flit FURRED(iNG) PWo PLYWOOD A. Foundation types and designs may vary with the individual peltir alt says Conditions on A. Provide R-11(Min.)batt insulation in all exterior walls and R-19(minimum)blown radon each lot. The Architect does not warrant or guarantee this building design In locations (or batt and blown insulation)in all callings or rafters adJaaent tD the exterior or tD unheated So �p BASE e. GAUGE GYPSUM(WALL)BOARD Q.T. QUARRYTILE A2.4 FRONT & RIGHT ELEVATIONS /"4�ON$ { `+ where inadequate soils or landfill occurrences require special or adtikiDnal design for spaces,plus R-19 at exposed floors. All insulation m meet HUD minimum property specs BF 81-FOLD(DOOR) G.C. GENERAL CONTRACTOR i structure or gas mitigation due to these oDOrrences. R-11 baits at fireplace chase walls and under fireplace unit. err. B[ruMlNais GD GRADE oil cRADBaG R wA N STAIRS) A2.5 REAR & LEFT ELEVATIONS AIR W OLKG BLOCKING G.O.O. GARAGE DOOR dPE�ER » fa BLDG BUILDING GFI GROUND FAULT INTERRUPTER RAD RADIUSRu � A2.6 INTERIOR ELEVATIONS BILK BLOCK(cMlk) GL GLASS OR GLAZING RBL RUBBLE a B. All design,revisions,engineering,Installation and liability of sol conditions,gas mRigation BLKG BLOCKING GLaG GLASS BLOCK R.D. ROOF DRAW and strarkural designs due to inadequgte soils or FandfNl oenre►cm s shall be the ON BEAM G.I. GALVANIZED IRON REFR REFRIGERATORresponsibility of the DETAIL SHEETS ' or Ws involVed the and7. ORYINALL GT GROUT REQ RE,aU[RFp installation of such;and the Architect shall not be subcontractors responsible t e 8BP BI-PASS(DOOR) Res RESILIENT RE i # implementations. A. AN walls to have)T gypsum and all calling to have gypsum or JT ceiling board unless e K B BEARING HOSE BILA ) REV REVISI011 RAISED ADA FOUNDATION & WALL SECTIONS � W 4Z"H 4Y HIGH Au noted yylg� RENF REINFORCED(DOi B.S. BOTH SIDES H.C. HOLLOW CORE RFG ROOFING B. Use water vesistant gypsum board for exposed walls and ceffing at shower and tub wall BSM BASEMENT � �I HD HEAD OR HARD R.I.B. REINFORCE RO CSN Bre( AD.2 ROOF SECTIONS x C. Contractor shall be responsible for size,location and Installation of revised steel areas receiving fi laSi enCIomm BTWN BETWEEN H.D. HEAT DETECTOR[R HIEIAW DUTY RLG RANGE ` rdrnfocbg AD 3 MISC DETAILS per local codes or specific soil conditions,whkinever is more restrictive. BVL. BEVELED HHowHARDWARE R&M RANGE w/MICROWAVE O.W. BOTH WAYS WT HEIGHT R p �H OPENING AD.4 MISC DETAILS 8 INTERIOR TRIM AND FINISHES to be selected by contradar. CAB CABINET H.M. HOLLOW METAL R.O.W. RIGH TOF WAY r+ D. Soil test must be approved by Geo technical Engineer prior to footing per• C.B. CATCH BA IN HoHR HOUR l HORIZONTAL Ras Roo AND SHELF(S) AD.rJ MISC DETAILS CEM CEMENT 9. DOORS a Wfflu 5 CER CERAMICH.R. HALF ROUND(WINDOW) SC SCUD GORE(DOOR) E. All Concrete footings are designed to bear on minimum sol pressure of 3000 p.s.f.and CIHAM CCF UBIC TZ HS HORIZONTAL SLIDER S SSo SOLE shall be placed on firm,undisturbed soil 3"-6"minlrnrn below grade. Cor�actor to A. Ali patio doors-operable leaf inside. Cl. CAST IRON FOOT HPG HEATING SD SMOKE DETECTOR �LL MVAC HFA7ING/VENTILATINWAIRCAND. SEC SECTION LL of local whichever,Is more pouredWali as regWred for SpeCNk sol conditions 6. Door and window infiltration shall be in accordance with local ordirmice and shall meet C.T R CIRCLE IN PIACI CDNC I.IL IRONIiNG BEARD SF S.F. FST G ° °°°(�°°� G� ELECTRICAL perfon-nance standards ANSI/AAMA 101-88 for metal windows DH-C40 for vinyl Windows CIRC CIRCUMFERENCE ' IA. INSIDE DIAMETER S.G.D. SLIDING GLASS DOOR and the CRF Shall not be hm than SS. C.I. CONTROL 30INT OR CONSTRUCTION]DWT SH IN LiEU OF ` ASH SINGLE HUNG 9HELF(V1NG) CK CALK(ING) I.M. INSULATED METAL SHTHG (DRAWING) L SHEET T CAULngINC)i E1.1 MAIN FLOOR ELECTRICAL PLAN CL CLOSET OR CENTER LINE INS DA � IOR'NINSUATED(RON) SIMILAR I m c�R cL F. All concrete shah attain a 28 day compressive strength of 3,000 p.s i. CLG CEILING TNT INTERSKL E1.2 SECOND LEVEL ELECTRICAL. PLAN SKYLIGHT g 8 C Provide il�ulat)rTg double glazing at all exterior glass areas and tempered glass in all sliding as ORE O SL SIDELIGHT DR SLEEVEG. Provide minimum 4"concrete cover at under slab utility locations. When concrete glass dom and in windows as per local codes. CM CENTIMETER(S)CENTIMETER(S) (° ) r(FLOOR OR ROOF) SNT SEALANT a SPC SPACER encasement of utility lines is required,increase slab thidmess at the utility line. Install CMU CONCRM MASONRY UNIT SPEC SPECIFICATIONS utilities lines well below slab. C.O. CASEDOPENING KD KNOCKDOWN(CEILING) SPK (AUDIO)SPEAKER D. Caulk at a6 sash,sliding glass doors,entrance doors and bottom plates(all sides of cob COLUMN KIT KITCHENopenings)Land head flash all windows and doors. COMB COMBINATION K0 KNOCKOUT STD STANDARD SIEEL H. Provide isolation joint material(asphalt impregnated)between foudation walls and all slabs CCONC (� KPL KICKPLATE(ON DDDR) SM OR STO STORAGE Including patio, porch and sidewaNs. KIS KNEE SPAS STSRU CONST CONSTRUCTION 1 10. HECHAWL a ELECTRICAL CONT CONTINUOUS LAM. LAMINATED) 'S TR SQUARE BtAL I. Provide"Zip Strip"or tooled control joints where indicated on the foundation plans. �R CONTRACTORCORRUGATED LAO LALOCATION sus SUSPENDED DIMENSION A. M dectrical and plumbing requirements shall comply with local bu ldkg codes. AN outdoor, CPR COPPER L B o. LarATTON ararrERs S.W. sHEARwAu c bathroom and garage wag receptacles shall be provided with ground fauk circuit protection. C OR CPT CARPET LIV LIVING 4. FRAMING Service panels to be(min.)20 ckullo 100 amp,110 VOL CRS COLRSE(Sy L.L. LIVE LOAD T TREAD(AT STAIRS)OR TILE CS+IT CASEMENT LP. LAMINATE-DRA5nC T.B. TOWER BAR LT LIGHT T.B.D. TO BE DETERMINED CST. CAST STONE L.T. LAUNDRY TUB TC TERRACOTTA DIMENSIONS ARE TAKEN FROM FACE OF STUD TO A. Laminated veneer lumber(LVL)shag provide the design Values equal to or exceeding the C.T. CERAMIC TILE LTL LINTEL T ci. TROWELED CONTROL]DINT FACE OF STUD,UNLES OTHM MSE NOM. following: 8 Provide gray box for washer and provide solid metal dryer vent(taped-no screws)to CiR CENTER OR COUNTER LVL LAM VENNER U*18ER(BEAMS] TEMP. TEMPERS(GLASS) extelor. CX CY CONN XTIOON LVR LOUVER W TONGUE "��^ 2800 psi in�9,F6TEL DEEP M M METERS) THK THIH� 285 psi In Horizontal Shear,W C depth mr AN sewer and water sleeves to be depth separation as per local code blow adjacent MAX THR THRESHOLD >% 2,000,000 psi In Modulus of Eh lty,E finish grade. D 12 D DRYER,OR DRAW MAS MASONRY B. Unless otherwise noted,all dimension framing lumber shall have an allowable bending DECO DECORATIVE MC MEDICINE CABINET T.O.C. TOP OF MASONRY F TE I DBL DOUBLE MATT MATERIAL T.O.F. TOP OF FOUN DA71ON stress+875 p.s i., 1000 T.O.M. TOP OF WINDOW ( psi repetitive)or better. D. Provide matin sewer cleanout within S-0"inside or outside of the building Ane unless noted DEM DEMOLISH,DEMOLITION MECH MC�HANICAI. T.O.W. TOP OF WINDOW off• DEP DEPRESSED MFR MANUFACTURER TR OR TPN TRANSOM(WINDOW) DET D°TAIL FOUNTAW Mh MANHOLE TP TOILET PAPER HOLDER VARIES ' ■ C Unless otherwise noted,provided: E In all buildings a continuous conduit shag be Installed from the water meter to an exterior MIN MINIMUM Tv TELEVISION ourlOR LOCATION �_.__..-. ...__._.__ __..._.. ..., .---._-.-. remote water meter reader at a location to be approved by the Water Department. The DH DOUBLE HUNG MIR MIRROR TYP TYPICAL 1. All tnnsses shall be securely braced both during erection and ager permanent Installation In conduit shall be capable of accepting a low voltage minimum 2 conductor cable supplied DIAM DIAMETER MISC M1t3CE1ANeOUS a building in accordance with commentary and recommendations as published by the Trull and inslallM by the electrical contractor.The cable shall be copper ana minimum#18. o M L. DDEMADDLLOAADD M� MOULDING u UNF UNFINISHED ) fa Plate InstItubL The water department shall make the conrnedions. ON DOWN(STAIRS) MMB MEMBItMLE U.N.O. UNLESS NOTED ORFHERM!!SEC DIMENSIONS ARE TARN FROM FACE TO FACE OF MA50NRY D.P. DAMP-PROOFING M.O. MASONRY OPENINGSm- 2. 2• '/"high sD r Iced and naNed. Panel shall be APA oar DRYEDOOR MACHINE MO MARBLE VB VANITY BASE UNIT OR FACE OF MASONRY UNIT TO FACE OF STUD. r an . VAPOR BARRIER 24/32, Exposure 1A,w)t led edges. Install per manufacturers'�spacingg And edge DS DOWNSPOUT MTL METAL VB36v.B 36'WIDE VAN" recommendations. F. Water service shall be 1"minimum from each eLterior shut all value. o/S DRAWER StACc(CABINET) MT MO UNTEDMQ VERT VERTiCAL D.T. DRAIN TILE MULL MULLION OR MULLED VIN (SHEET)VIWL 3• Y4"unci ent minimum under vinyl or the on wood frame ADC'syste s. DTI DETAIL V.S. VEGTABLE SINK i H �� (minimum) G. AN shower head heights ro be 80"AFF at shovrers and 34"AFF at ceramic �� ��A� N N.I.C. �� V.T. vlNn TILE Sh owe5. DWR DRAWER NL NAILABLE W3630 36"W X 3("H WALL CAB NOM NOMINAL W W WIDE WASHING MACHINE 4. Min.5"high density O.S.B.Word roof sheathing with If CNPL APA panel Span rating shall � EA EACH N.T.S.T. . NOT TO SCALE WC WATER RCLJOSET be 24/0,exposure 1,with sealed edges.Instal per man1A`ctu ere Spacing and edge EB EYEBROW(FLAT ARCH) N.G.V.D. NAT.GEOOETICVERTICAL DATUM WD WOOD recommendations. IMPORTANT NOTE. E.F. EACH FACE aA OVERALL WF WIDE FLANGE MM BEAM) E.J. EXPANSION IOINT OBS OBSCURE(GASS) WH WATER HEATER ALL REFERENCES BY STRUCTURAL & MEP EL ELEVATION EIEC ELEfiTRiCYAL) O.C. ON CENTER W.H. WALL HUNG D. Roof truss systems shall be fabricated with wood chords and wood webs in accordance with ENGINI EERING UVILL SUPERCEDE ALL NOTES o.CAB. OVERHEADGABiNEr WT WROUGHTIRON designs prepared under the supervision of a registered pn]f iolrel engineer. r EQ ELECT CA PANEL 0.0. OUTSIDE DIAMETER WIC WALK-IN CLOSET REFERENCES & CALLOUTS ON THE ARCHITECTURAL EST EQUAL O.G.D. OVERHEAD GARAG�EDOM WIN WINDOW PLANS. NOTIFY DRAFTERS OF DISCREPANCIES & Lff E.W..G C WATER COOLER OVERHEAD w/w/o WITH RPROO!oRwffKQ OPNG OPENING WP WATERPRESrSTAG) E. Roof trusses manufacturer shall submit 2 sets of sealed shop drawings to budder for CLARIFY CONFLICTING INFORMATION. EXT CXRQW EXISTING � ORI STRAND BOARD OPTIONAL w.S.. WATER SOFTENER approval ofroof trusses andbeams .w WALL Tf IC VENT CALCULATION W WM WELDEDWIRE MESi A F. Mint,"exterior grade plywood or OSB wood sheathing behind all masonry veneer,dWk panels and cedar siding.See elevations for locations. G. Pressure treated Number to be used where wood is i1 contact wRfn corncrete and for�r4 mud SYMBOLS FORMULA: Ell. 1 SQUARE INCH VENT FOR EVERY 300 SQUARE INCHES OF CEILING *144 SQ. IN. = 1 SQ. FT. H. Exterior deck construction shah be with pressure treated lumber with dimensions as �T'+ PLYWOOD BLDG. CEILING (SF)X 144 = BLDG(SQA. IN.) indicated on the plans ELEVATION KEY OR SECTION KEY BLDG. (SQ. IN.)/300=SQ. IN. OF VENT REQUIRED SHEET NUMBER SAND OR GRAVEL FILL ® INSULATING SHEATHING SQ. IN. OF VENT REQUIRED 12 50%,AT RIDGE 8L 5Q°J�o AT EAVES --- WOOD STUD PARTITION BATT INSULATION DETAIL NUMBER OR SECTION KEY SHEET NUMBER 3-2X4 WOOD POST OR 2-2X6 UNLESS OTHERWISE NOTED RIGID INSULATION '+ � E BRICK C41WATER CLOSET ANGLE AREA TABULATIONa � CONCRETE BLOCK n� n CENTERLINE YE Q a CONCRETE1718 SQ.FT. TUB/SHOWER MAIN FLOOR PLAN r H8 NOSE BIBB(FREEZE PROOFS M1c STYE SECOND FLOOR 584 SCS.FT. `--h- GAS LINE STUB 2302 SQ.FT. ®-- LAVATORY TOTAL C AREA , STEEL .E a d PENNY FRONT PORCH 178 SQ.FT. 1 a CL ® DIMENSIONAL LUMBER DOUBLE SINK LANAI 108 SQ.FT. �' - __ SA PERPENDICULAR • JOB NO. 05.81-0093 01 -�--- GARAGE 472 SQ.FT. R ® BLOCKING PLATE SINGLE SINK TOTAL AREA 3060 SQ.FT. Marathon ROUND OR DIAMETER FINISH GRADE WOOD Key SHEET TITLE SHEET GENERAL NOTES AIA L FOUNDATION NOTES [NOTE—FOUNDATION] V >s8 Rp 1. STRUCTURAL FOUNDATION PLANS SHALL 9; a BE BY OTHERS. SEE STRUCTURAL & .B ENGINEERING FOR ALL STRUCTURAL DETAILS AND NOTES. 2. SLOPE GARAGE FLOOR 1/8 PER FOOT TO 3EE OVERHEAD GARAGE DOOR OPENING. a 3. 4" CONCRETE SLAB W/6"XlY x10"/10"W.W.M. OVER 6 MIL VAPOR BARRIER OVER CLEAN L 1.2 WELL COMPACTED(MIN.3000 P.S.I.) TERMITE TREATED FILL. (3000 P.S.I.) FIBERMD(OPT. 4. CONFIRM ALL INTERIOR BEARINGS WITH TRUSS ENGINEERING OR CON/.FRAMING PLAN. S. SUPPLY SEPARATE CONDUITS TO ANY c ISLANDS FOR GAS AND ELECTRIC. . $ 1 6. CONFIRM ALL FLOOR OUTLET LOCATIONS WITH BUILDER AND/OR HOMEOWNER PRIOR TO SLAB POUR. u9 7. GENERAL CONTRACTOR TO PROVIDE SLAB al, CONTROL JOINTS FT. (gFIGTION N i _ ..._.. _ ............. .._._�._....._W. ® 2-STORY FOUNDATION V) CONFIGURATIONis i I _q i 2G'9' - -r .f , _ -----_. .___._.-----.--..._._.__ r�.......__-----------..-_._.__.._._. ._. ...---- -----------------------------------------7 n , f I1Y AD.1 1 1 —.-----.....------------------------ F�000� tal' 1 i 3 I I ---- --------------------- �•-• A p ------------------ L ------------ I 1 $ . -_....._. . __.__._.-W .., 1 1 - -------------- 1- j ( i ; ADA 1 --------..--- -i -r ---_.,,.- ------------a--- -- -^-^---- -- -- -----f-------------------------- I Ir i 1 1 I BLOCK CHANGE BLOCK CHANGE ? ' ; SINK W/DISP. ® j I I I i j �. _ i_m__..._.__-----__-____._--- - -_-__-_- -____.-....__.1-__... .-.1-----•---•..__-_-_r��E-I»-.____--F- I ® I I I FLOOR PLUG TO BE 1 *PLACED BY HOMEOWNER SLOPE-1" I 1 AD.1 i AD.1 = l f i 9 I i Z4' NC.SLAB w/ 36'X�fi SLABW/DRAIN REF. __..__...__.._ QNFOQVERypPORBARRIER f AD.1 i I i SPACE = OVER CLEAN COMPACTED 1 I 1 , , , TREATED Fill 1 1 1 L------------- _L _1 ------- I 9 1 I STEPS TO GRADE AS l . I i i REQUIRED BY CODE r-------------- ---....»---•--------------------- — -0'-51/x" -• �:::=� .- :. .,.,;•.•1 I I I 1 --,.: : ..;. i �; ■ www I j :-.,•r•:fir: '. - - _- .'. I I I I , I I _Y.;.:_�'��:•` } I l 1 tri is�• .:�:••.M. - __ v 1 1 , , I -0'-0'FIN.FLR 1 '• ` ..• _ 1 1 j STEPS A5 REQUIRED BY CODE 1 3'-lti',7" I i VERIFY INTERIOR BEARING WALLS WITH I BLOCK CHANGE i , I � ; I I = ENGINEERING , :. Y.. s I TRUSS I 1 1 SP i ='.;Ao.i 5 i I '''"• 1 ' I l xYvs , 1 i i 1 I :4 r = ;;y••:_ ..1 i � � I 1 .,..�_.__.__� � j .. . _ ^s � ( 1 AD.1 � I i ._ �•-•-.._.....-----...__.._._._---------••--T• I I i I v,�._.... .. • a5- j j 1 , 0---^------^------•-•------------------ . ...------.» ..r ------ --}---�_E-.1 ! I r- - ----{ ----- ------- --?----^-- -----•------------__. .. • t 1 ._, ---- ----------- --- ----- tl -- r-.,.,......--_--^-----------_--�.«.«.----------------------------- �- -------- -i -L--------------------------------- BLOCK ......---__-... . .._-_-------�---� �-----------. ------- --__ .. ..-_ -___---,--«...._...,..�.........--------_. --------------- I I 1 i i BLOCK CHA ------------------------------ ------- 3 ? i 3 1 � a VENT DRYER THROUGH SLAB ! I I , i i ! t 'r 'n i ;, � 31-0161 q t I. S i T' F r• I � i d r � a i 8 FOUNDATION W 02 �iGifiiili.MlAYWwlfi • JOB NO. 055-81-OM Marathon Key SHEET TITLE SHEET FOUNDATION A2.D j MAIN FLOOR NOTES _ [NOTE—FLOOR] I]! 1. WINDOW GRILLS ARE,STANDARD IN FRONT 'S $ AND SIDE ELEVATIONS AND REAR ELEVATIONTO BE CLEAR GLASS. F' 2. ALL UNDIMENSIONED PARTITIONS( 'Iyg 2 ARE 3 1/2" ROUGH. iCu 3. ALL ANGLED PARTITIONS ARE 45 DEGREES UNLESS OTHERWISE NOTED. 4. PROVIDE MINIMUM 2-2x12's w/1/2" PLYWOOD FLITCH PLATE AT ALL EXTERIOR WALL OPENINGS AND INTERIOR BEARING WALL OPENINGS UNLESS OTHERWISE NOTED. 5, 3-2xWs MIN.AT EACH END OF ALL BEAMS AND GIRDER TRUSSES UNLESS OTHERWISE NOTED. ALL SUCH CONCENTRATED LOADS SHALL BE TRANSFERRED TO FOUNDATION VIA BEAMS, POSTS AND/OR SOLID BLOCKING. o 6. ALL EXTERIOR DIMENSIONS ARE TO FACE OF STUDS UNLESS OTHERWISE NOTED. Pu q32;-2" 7" $'-I" ' 7. ALL TRUSSES TO BEAR ON EXTERIOR WALLS AND/OR GIRDER TRUSSES UNLESS 8-0" 111-7 . _.. -- OTHERWISE NOTED ON FOUNDATION PLAN. : v .-----..-----------•-.__--_ -------- --_-._ r..�_ _._.>.---- fir.-......_....._..r..:-....._--.--•-fir___.-...-.. _._..._...._. c___.._..._.._...__-......._,r i 8. TRUSS MFG.TO SIZE MEMBERS, FASTENERS, HANGERS&SET SPACING FOR ALL .._..__...__..._..._.__.._...___........_ .._.._._...___.._..- + TRUSSES. } 9. WINDOW SUPPLIER TO VERIFY AT LEAST l ONE WINDOW IN ALL BEDROOMS TO HAVE ; � ■ 1 A EGRESS OPENING FT. W CLEAR G NG OF 5.7 SQ. WITH MIN. DIMENSION OF 24"IN HEIGHT AND { 20 IN WIDTH; SILL HEIGHT NOT GREATER i I i aDM ! BUILT-INS ! THAN 44"ABOVE FLOOR. i SEE PAGE A2.6 '• I "y 10. BALLOON FRAME ALL EXTERIOR WALLS } + EENED ENCLOSURE (ABOVE 8'-1")TO UNDERSIDE OF ROOF SHEATHING- PROVIDE FIRESTOPPING ^ ! 96"X 8"GLASS BOK A.F.F. Hj060 f s f .W. EVERY 8'-0"VERTICALLY IN WALLS>8'-1". x 54'A.F . 96"A96"A.F.F. ' S __._,...�-_` -...�__._...._._.ic'.f_ i i S • � FIREPLACE ! ,-- � 11. ALL HANDRAIL BALLUSTERS TO BE SPACED SUCH THAT A 4"SPHERE CANNOT -- - PASS BETWEEN BALLUSTERS ..-.-.-_------- . ,. ; 12. ALL ELECTRICAL AND MECHANICAL m L/S 1 i # ,,, EQUIPMENT&METERS ARE SUBJECT TO I I i ---T�- n t RELOCATION DUE TO FIELD CONDITIONS; BREAKFAST NOOK / I I �,�-______._..__•_____.____.___- -- _--_-� � l w DI5P. I I I CONTRACTOR TO VERIFY. ' ? 10'-b"CLG �' RANGE og 0 i I I P ; 13. FOR ADDITIONAL NOTES SEE GENERAL - ii LANAI 1a- l x 13'-0" D�" � i GREAT ROOM I NOTES ON TITLE SHEET&DETAILS. uj i { . , 14. TYPICAL WINDOW HEAD HEIGHT SHALL BE ger 1 1014"0.G. :., ? 101/2"h WALL ® - s i i 104"CLG• <^ 96"ABOVE FINISH FLOOR(U.NA.). 9 M 8'-0"X 13'-e '�' a " " F't I I 15-0"X 18'-8° ' i ; m w/15 BAR TOP 24 ;; I I ! 8'-1"X 21'-5" 1S. WINDOW MANUFACTURER TO TEMPER ALL N I ------_ . .__. ._-_. W - , Des KITCHEN DINING ROOM �� " �__-___.___.----_- - -.-_ - f i �'. 9'-4 CLG. WINDOWS 2 WITHIN DOORS,OVER TUB& ia-V aG• 1a-0"CLG. ' FRONT PORCH SHOWERS 7 WINDOWS WITHING 18"of THE m 19-6"X 16'-0" } � FINISHED FLOOR. BC REF SP 1144 , i " 3 ; I H _.__._...._ _.._-._....-_..._.•-... -- - .. _._....__.__....._..._.__. 10 ROUND I 6080 SQ.OPG. ! --COLUMN I • r ,OPEN HANDRAIL868 SC 4 r - KIDS NOO -moi W4r CLGp TECH ARE FOYER r big`" : ; v► _. CU � Y -,v ,.- i•'.. of / i Y-8 x 5'-6 .iv 1 CLG ) t _ ------DB1. ------ a 2 STORY ° .. i PANTRY r~, " '" T-9"x 5-2" f 9CLG. i IO,!2 ! i I ( }.~. ' la'V �J..V. 3000 SQ. + I 1 - v,�+..i rr..n.r.� —rr..rr.r---- ------ -.7 — — �• ___ _ a .•, 1 ,r1. {I w-, , :„ t iPJU rAa� x. !i c .,•y�j� r 41 71 LITY r ; , � ,= I I -�` cn , 2068 ; I I '�'r■� GARAGE rv; 190 CLG- } ' 1 _. _.._.......__._..... 11 � �'- CLG. I s T-80 r :-4;0 ` 5-8"X 6-1a' .±--•�-•- �`'� f 1868 2068 21'-0"X 19'-5" DRYER/ i 2�„i ' "._ ._. ' PKT. 80 r + L a SPACE I _ i,� -4 c - 66ePKT -�EDROOM 2 �� . : I fu 4. .. ._ i _ - ...-__.._.. 2 :::._..,.,•-. 12"x 1 ° __ ,~ "__v._._- i z4" �j is-0•aG. , FINK ATTIC TRUSSES I / - _ 12-6 X 13'-V i :�••, : . OVER GARAGE r1 FLAT ' _._� ..... BATH 2 _._.._..._.._._._..- ,._.....__ WH i rtfu 9'CLG. 1 I •�`'� '.' `\ i s 12'-1"X 12'-0^ 5'-9"x9'-2" I s 101-0 CLG. i j fJ ::i '^ :::•r: :: .r.r. . ` STORAGE U i -�' z 1 MASTER SUITE D S ,, ; s-r x 6.0 j j I CATHEDRAL a 14' 4"X 14'-11" __.......__ ._. ____.___ _-_- I48'X 54- GLASS BLOCK i I 96" F.F. ! i 3030 GLIDER j 96 �.F.F. i PLANT SHELF I i . rF?F. F.F. --___..._........_-._....._._..._...-.__.._._._...__._------__-__........_---_..._.._.._....._......_ ' SH30b96`�1. %2, 2'-10 9'.,5 Z-10" 2'G'' _ __._.. -IU' 2'-4' fit; ; i l 7 r' MAIN FLOOR PLAN I~ SCALE: 1/4'=1'-W X A i s � Q � AREA TABULATION i LL , MAIN FLOOR PLAN 1718 SQ.FT. µ 0.2 0.W SECOND FLOOR 584 SQ.FT. TOTAL A/C AREA 2302 SQ.FT. ■ JOB NO. 81-00m �1 FRONT PORCH 178 SQ.FT. Marathon LANAI 108 SQ.FT. Key GARAGE 472 2 SQ.FT. SHEET TITLE SHEET TOTAL AREA 3060 SQ"FT. MAIN RDOR PLAN A2. 1 !r Q ...- ._._..-._..-._.... --------- = - -•81u _ _ _ -•..fit t 1 t � � 1 SH$050 Qi r � � 1 i = V) Q I � I s 12"FLAT r -- ---------- --------- ' L T J -------- --------------- BEDR OM 4 1 1 CATri � I � � i 11'-Y xE r-r 75 JYT", (2) 4 WINDOW 1 ! a a ` . ---------- ---- I SEAT "41 SEAT i 1 • __ ______-_- ----____-- ----___--- i ------- -------- -----___ _ _------ - ------------ ---------- /, 1 I I 1 1 --------- ---- --------- --------- ---- ---------- i UNFINISHED ATTIC SPACE ' ` 1 1 1 s tl1C ; I Oar TO BELOW9P CLG. v 1 i f 1 ? fn 3 f i 1 � '„'s �LL; i � 1 ■ � 1 ' i + , L_---------- __--'- __-___-__ -_-________�___ _� ----------__---__ j _____ ________ _______________�_____ __________ D,$ Ir FIAT 27M - - BATH 3 n� I r -vt 1�0 � 1 5'-"X 9'3' �'ATH®RAL i s BEDROOM 3 ! ! z zoba 1 � + 1 -------------------------------- -------------------- ` _....__.. 4020 GLIDER i s 84"A.F.F. I 1 i lir•�-7" j 32•0'a —__ -- ---.-----•--_..__-.._____._.—...___._--_..-.....__� r� '} � ___.__-__.� —.--.._._____........ -.._._.. �G•'a';��2 i _.� SECOND FLUOR PLAN i 0 SCALE: 1/4"=1'-V { � a E � a _ci � � R n AREA TABULATION MAIN FLOOR PLAN1718 SQ.FT. 02 SECOND FLOOR 584 SQ.FT. TOTAL A/C AREA 2302 SQ.FT. SOB NO, 05-61-0093 FRONT PORCH 178 SQ.FT, Marathon LANAI 108 SQ.FT. Key GARAGE 472 SQ.1 1 . SHEET TITLE SHEET SECOND FLOOR TOTAL AREA 3060 SQ.FT. PL A2.2 `. .�i r Q • � ra "7 MA sea C , 5 i ! ? t121 10'-11/8"BRG 10'-11/8"BRG ® �� $g I aCLI I t I 11 q I I � 1 I I I CL I t 71 1 8:12 8:12 13 ^ SLOPE SLOPE I I I 3:12_ n SL-OPE rir I I I I W - z '\ N -- 1d-11/8"BRG 1:11 -- ------ 13 - FIr -----------.-__._...__ L4 - --------- ---------- --------- --`J"' - --------- --_ iIle 2ND FLOOR g-1118"BAG Y• �� O INS 4=mJ _ a i 1 REM fu - < co FINK ATTIC TRUSSES .�~ - • 's; ENGINEERED FOR LIGHT . -•,fyr ... .•7: - STORAGE I ':._•-, nk .� - - ri+. R1" •• -- -------- --------- __------ - ---------- ------� RIDGE .. i 1 1 1 8.12 8:12 1 I SLOPE SLOPE _�-�- 19-11/8"BRG 2ND FLOOR 7-1118"BRG I i I t 4 _E � � .• ROOF LAYOUT � SCALE: 1/4'=1'4" ti J .r dg I 4m E C LL W L • JOB NO. 05-61`•0093 Marathon Key SHEET TITLE SHEET ROOF LAYOUT A2.3 L A r EXTERIOR ELEVATION NOTES 1. GRADE CONDITIONS MAY VARY FOR INDIVIDUAL SITE FROM THAT SHOWN. R BUILDER SHALL.VERIFY AND COORDINATE 4"FRIEZE(TYP) PER ACTUAL SITE CONDITIONS. 2. PROVIDE ROOF AND SOFFIT VENTS AS $ REQUIRED BY CODE AND MANUFACTURERS 12 SPECIFICATIONS. 8� ASPHALT SHINGLES 4'-11/8"PLT. 0 0 W BOARD AND BATON 11 Ll � 2 x 6------� �^ SHAKE SHING bkp SIDING 4"TRIM(W) V-0"F.F. M w w ------ V M 10'-11/8"PLT .".. w � LAP SIDING - 1 n SHAKE SHING ® ® s � xF 8"BAND(TYP) V-0"FIN.FL GRADE (GRADE FrontElevation SCALE:1/4"=1'-0" x 12 fu g-11/8"PLT. ASPHALT SHINGLES fu mv j i 12 O 7 n� i SHAKE 1 ASPHALT SHINGLES ASPHALT SHINGLES 9-V F.F. 12 110 __..._.._ 1D'-11/8"PLT 8 -- - - -- 117-11/8"Ply _.. g 7-11180 PIT i 4"FRIEZE(nP) f o KELAP SIDING LAP SIDING LAP SIDING I i 4"TRIM I � A 0'-0"FIN.R 94"FIN.FL GRADE ; $ Right Elevation. �_ __� _ __Wu . __ ■r SCALE:i/4"40 ■ JOB NO. 0"1-0093 Marathon Key SHEET TITLE SHEET FRONT&RIGHT ELE'"nONS A2.4 r EXTERIOR ELEVATION NOTES ° [NOTE EXTELEVI CONDITIONS MAY VARY FOR 1 I. GRADE CO INDIVIDUAL SITE FROM THAT SHOWN. s BUILDER SHALL VERIFY AND COORDINATE PER ACTUAL SITE CONDITIONS. 2. PROVIDE ROOF AND SOFFIT VENTS AS REQUIRED BY CODE AND MANUFACTURERS SPECIFICATIONS. 12 8 N ASPHALT SHINGLES o 9'-1 1/8"PLT. d' 3 1 - - ----•---------- e FRIEZE(lYP) 12 ± ! 12 7 W f oz I; 4"TRIM(TYP) 7 ■ p w 12 ASPHALT SHINGLES 7 j tr► C) ('-0"F.F. ASPHALT SHINGLES" IT-11/8"HEEL f 8'-1-1/8"PLT. f" 4 TRIM(TYP) 4"TRIM(TYP) 1 PL LAP SIDING (TSP) ! cc i I i _.. V4 FIN.R.lb -. ---- GRADE cu Rear Elevation au V fu 0 fu 4=J fu 4"FRIEZE(TYP) fu 4"TRIM(TYP) ASPHALT SHINGLES 9'-11/8"PLT. 0 i 12 i 71 ASPHALT SHINGLES ' i LAP SIDING i IW F.F. ' lU'-11/8"HEEL14'-11 /8'PLT � 8'-11/8"PLT. ,� g LAP SIDING 1 .0 0 LAP SIDING s Li r i 0'-0"FIN.R. ��_..._._ a-0 �N� T � GRADE GRADE a a ■ ■ JOB NO. 06-Bl-m Left Elevation- Marathon SW:1/14"=1'4r Key SHEET TITLE SHEET REAR$LEFT ELEVATIONS A2,5 L 6A Its a oil SHELF @ 80' Ln l i up, a 1'9'CA IINET 1'9" BINET _At 45" 450 ._.._._.. 90 _ 1 s ° en m I 1 EE=111 o MASTER BATH g1 _. 44.1 scau�: u2°=r-o� 1 0 0 1 !2 Q 0 0 1 FIREPLACE i t FINISH BY I BAILORfu - } , ■ 1' -- ! . ° 7V SPACE a ' i to #3.BATH 2BATH GREAT ROOM BUILT-IN -31: _......._. — ----------- _ ...... _ _ - ._... _ -- __. i �r ''_......._-._._�.----`_.--_-- -._.._.�_-- .'.__._..._._,_......_.._._ ^_......_....-_-.__._�_...__._.Vit__..--"_._- _...._....... t ------------- Y a MICRO Tx-, r REFi O f � � I �_ - - - - - RANGE _ ._ _. _. ._. - - w - • JOB NO. 05$1-0093 n, i � / Marathon j Key C 4 i SHEET TITLE, SHEET 5" 2`-oo 3-3" INTERIOR --------_.._...----..------ ----_._T._.__.._�_�r—___—......_.__....__.....-�•_---.........._...__...--�-. _..�._..._..� _veELEVATIONS .. A2°6 ELECTRICAL KEY pp'A IN071~ELECSYM] lit Y f$ SINGLE POLE OUTI ET E DUPLEX CONVENIENCE OUTLET $ c a PU DUPLEX OUTLET ABOVE COUNTER in 3 PCEw, WEATHERPROOF DUPLEX OUTLET g 15 �$ GROUND-FAULT CIRCUIT INTERRUPTER DUPLEX OUTLET HALF-SWITCHED DUPLEX OUTLET !—,�i # ® SPECIAL PURPOSE OUTLET/.JUNCTION BOX DUPLEX OUTLET IN FLOOR r 220V 220 VOLT OUTLET ® OVERHEAD DUPLEX WALL SWLTGII 3 THREE-WAY MITCH F"►-4 FOUR-WAY SWITCH o I�+-R RHEOSTAT SWITCH c� I++► DIMMER SWITCH DM D QQ REINFORCED JUNCTION BOX CEILING MOUNTED INCANDESCENT LIGHT FIXTURE WALL MOUNTED INCANDESCENT LIGHT FIXTURE (� - RECESSED INCANDESCENT LIGHT FIXTURE W4 I RECESSED ADJUSTABLE EYEBALL — = INCANDESCENT LIGHT FIXTURE �} INCANDESCENT LIGHT FIXTURE 1 `0' PC WITH PULL CHAIN EXIT LIGHT Q EMERGENCY LIGHT 1 FLUORESCENT LIGHT FIXTURE L7 FLUORESCENT LIGHT FIXTURE T WITH PULL CHAIN TRACK LIGHT (� EXHAUST FAN(VENT TO EXTERIOR) EXHAUST FAN/LIGHT COMBINATION (VENT TO EXTERIOR) UNDER CABINET LIGHTING EXHAUST FAN WITH HEAT LAMP F v 22 (VENT TO EXTERIOR) r, CHIMES P8 PUSHBUTTON SWITCH ima I( SMOKE DETECTOR S �.i ® a a 1 I I HEAT DETECTOR ® CO2 DETECTOR 1 FLOOR PLUG TO BE 1 #PLACED BY�� i Q THERMOSTAT 1 \ Z SPEAKER GFI �'- % i i i p PHONE(1-CAT3) I 1 i• 1 DDC i i 11 DDC(i-CATS, i-RG6) MDC(2-CATS,2-RG6) i 11 `; !1 \� �-\_ .••�' i i 1 I I j �•� %• .� j � ELECTRIC METER � ••� � � GM 1 i � � I I .•� � \ � i � � _� ELECTRIC PANEL . - -- ��� %� l� ! ��� i i ii i ;�` 1 1 \� CEILING FAN PREWIRE (PROVIDE ADEQUATE SUPPORT) L WP At __ TAE _ -- � � �' n+ .r. �- � .—._ �/ CEILING FAN/LIGHT PREWIRE ' - �I `•� —r, TILE ., �' -.-• ______ -__ --_ �./- �.� (PROVIDE ADEQUATE SUPPORT) GFI - _._._•--'�-! TILE CARPET ------- ------- ------_- ! \ ECH ELECTRICAL NOTES: 3 _ -_� z...... �;` :��. ,5i ..._._—•..' ;' _._._._._.�._.� SEGJRITY PANEL ;• .�_� LEc� t • +. PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE }. DETECfQRS A5 REQUIRED BY NATIONAL FIRE -;� =�_,; _i'r. '�i I 1 I _•i - -- \.` j Jr L LTAGE - PROTECTION ASSOCIATION(NEPA)AND MEETING THE REQUIREMENTS OFALLGOVERNINGCODES "•� .„l;.z f ,�! ` i -- -------------�-- ---__-_ �1 PROVIDE AND INSTALL GRWNDD FAULT •1•-' - •,•r•:.�.-,.�'.', , .• 2. CIRCUIT INTERRUPTERS (GFT)AS REQUIRED BY ® DDC ! 1 NATIONAL ELECTRIC CODE(NEC)AND MEETING THE I I TILE CARPET REQUIREMENTS OF ALL GOVERNING CODES. . ELECTRICAL CONTRACTOR TO PROVIDE REQUIRED 3, DIRECT HOOK-UPS/CUTOFFS. HVAC CONTRACTOR TO VERIFY THERMOSTAT Ti :; , "„::r,,. .: i •�' G i I i 1 i �•�.`'�.\ i 4, LOCATIONS. �- s•:`- 1 �•—._.— j i j % 1 '� .• ; / ALL ELECTRICAL AND MECHANICAL EQUPMENT(I.E. y. ..— \ i' S- FURNACES,A/C UNITS,ELECTRICAL PANELS,SANITARY :�_.;; .`.•� :--•+�.•:"_�- \ � I i SUMP PITS, BRAIN TILE SUMP,AND WATER HEATERS) �. 22D I i ~''�.-.-�' • �. ! ARE SUBJECT TO RELOCATION DUE TO FIELD Q CONDITIONS. CARPET fILE UNDER CABINET LIGHTING t �.: 1••; - ..` I �.--�.� K: O ► ELECTRICAL DEVICES: ABOVE FINISHED FLOOR: SWITCHES OVER COUNTER .......... 48”TO CL WALL OUTLETS OVER COUNTER ....... 48"TO CL REMAINING SWITCHES ..... 48"TO CL t WALL OUTLETS 16"TO CL GF10 BATH VANITY BRACKET OUTLET - i (1"ABOVE TOP OF MIRROR) ...... 88"TO CL DDC WATER SOFTENER AND SUMP OUTLETS 48"TO CL TELEPHONE OUTLETS .............. 16"TO CL TELEVISION OUTLETS .............. 16"TO CL EXERIOR GFI OUTLETS -.__. _ ____._ •-_-----_-_____ 16"TO CL GARAGE GFI(ABOVE GARAGE FLOOR) 48"TO CL FRONT DOOR COACH LIGHT ......... 84"TO CL � GARAGE DOOR COACH LIGHT, 4 (ABOVE GARAGE FLOOR) ....... 84"TO CL x DINING AND BREAKFAST FIXTURE ..... 64"TO BTM OF FIXTURE FOYER AND STAIRWAY FIXTURE ...... 96"TO BTM OF FIXTURE z THERMOSTAT ................... 54"TO CL A DOORBELL CHIMES ........... 84"TO CL w o MAIN FLOOR E DOORBELL BUTTON Rte,DL.E KITCHEN WALL HUNG MICROWAVE SCALE: 1/4"=1'-0" OUTLET 76"TO CL LL g? KITCHEN DISHWASHER RECEPTACLE ... UNDER SINK ti g� KITCHEN RANGE .................. 24"TO CL �.•: q. � �,- KITCHEN REFRIGERATOR 48"TO CL pmp WASHER/DRYER OUTLET ............ 48"TO CL • JOB NO. 05-BI-009.3 CL=CENTER LINE 1 = FIELD VERIFY Marathon 2=MASTER BATH STANDARD 30"HIGH Key VANITY TO BE RAISED 4" SHEET TITLE SHEET MAIN FLOOR ELECTRICAL E1 . 1 a i Y �_ ELECTRICAL KE INOTF-ELECSYMI a �{} SINGLE POLE OUTLET $ g s DUPLEX CONVENIENCE OUTLET ai _ DUPLEX OUTLET ABOVE COUNTER �wp WEATHERPROOF DUPLEX OUTLET S �GFI GROUND-FAULT CIRCUIT-INTERRUPTER m ill DUPLEX OUTLET HALF-SWITCHED DUPLEX OUTLET s ® SPECIAL PURPOSE OUTLET/]UNCTION BOX DUPLEX OUTLET IN FLOOR r 2y 220 VOLT OUTLET ® OVERHEAD DUPLEX WALL SWITCH 3 THREE-WAY SWITCH �-4 FOUR-WAY SWITCH o �+R RHEOSTAT SWITCH �+ DIMMER SWITCH QJ REINFORCED JUNCTION BOX - CEILING MOUNTED INCANDESCENT LIGHT FIXTURE -__...-._----__......._...___...... ..- WALL MOUNTED INCANDESCENT LIGHT FIXTURE CI) ------ ----- ------ -- - RECESSED INCANDESCENT LIGHT FIXTURE NORW ' RECESSED ADJUSTABLE EYEBALL INCANDESCENT LIGHT FIXTURETUa 1 (} INCANDESCENT LIGHT FIXRE .�. j T- PCWITH PULL CHAIN �r •■ r /� DDC -----_- ______--- --_-___ EXIT LIGHT Q 1 i EMERGENCY LIGHT I FLUORESCENT LIGHT FIXTURE I FLUORESCENT LIGHT FIXTURE WITH PULL MAIN � TRACK LIGHT EXHAUST FAN(VENT TO EXTERIOR) EXHAUST FANLIGHT COMBINATION (VENT TO EXTERIOR) �W� 1 EXHAUST FAN WITH HEAT LAMP pt a . 1 (VENT TO EXTERIOR) ® CHIMES w P9 PUSHBUTTON SWITCH g 4m Z 1 a SMOKE DETECTOR levo HEAT DETECTOR % ® CO2 DETECTOR I -------- - __--------- ---------- --------- --------- ------------ ------ __._� -------- _r-- --1w--- - { Q THERMOSTAT r A ----- - ------- SPEAKER ------ ------- -------- -err-�-�....���•��..�_���•�' PHONE(1-CAT3) / ► Fq ! Ir DDC(1-CATS, 1-RG6) ' 1 MDC(2-CAT5,2-RG6) rD ELECTRIC METER I O JZa§L_ ELECTRIC PANEL ` \ CEILING FAN PREWIRE (PROVIDE ADEQUATE SUPPOFM 0 Ac! t ` o CEILING FAN/LIGHT PREWIRE (PROVIDE ADEQUATE SUPPORT) - ------ ------ ---------- -------- ---------- -------------------- --- -------_- --------------- - 3ZC �\ ELECTRICAL NOTES: GR [N0TE3LECrRXj ` j ` ` 1• PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE --------- DETECTORS AS REQUIRED BY NATIONAL FIRE ------- - PROTECTION ASSOCIATION(NFPA)AND MEETING THE fu 1 REQUIREMENTS OF ALL GOVERNING CODES PROVIDE AND INSTALL GROUND FAULT 2. CIRC1UIT INTERRUPTERS (GFI)AS REQUIRED BYfu NATIONAL ELECTRIC CODE(NEC)AND MEETING THE f REQUIREMENTS OF ALL GOVERNING CODES. ELECTRICAL CONTRACTOR TO PROVIDE REQUIRED C> 1 3• DIRECT HOOK-UPS/CUTOFFS, fu • I HVAC CONTRACTOR TO VERIFY THERMOSTAT 4. LOCATIONS, DDC ALL ELECTRICAL AND MECHANICAL EQUPMENT(I.E. ---- -----_-- __------- _ -- --------- Y-Y- ---- _ `------ 5, FURNACES,A/C UNITS, ELECTRICAL PANELS,SANITARY ________-- ----------- ---------- ----------------____-- ----____-_ ---____-- ----- ___- --__-___ -- SUMP PITS, DRAIN TILE SUMP,AND WATER HEATERS) ARE SUBJECT TO RELOCATION DUE TO FIELD CONDITIONS. ELECTRICAL DEVICES: ABOVE FINISHED FLOOR: SWITCHES OVER COUNTER 48"TO CL WALL OUTLETS OVER COUNTER ....... 48"TO CL REMAINING SWITCHES ............. 48"TO CL WALL OUTLETS .................. 16"TO CL BATH VANITY BRACKET OUTLET (1"ABOVE TOP OF MIRROR) ...... 888"TO CL WATER SOFTENER AND SUMP OUTLETS 48"TO CL TELEPHONE OUTLETS 16"TO CL SECOND FLOOR ELECTRICAL TELEVISION OUTLETS OUTLET 16"TO Cl EXERIOR GFI OUTLETS 16"TO CL grn- GARAGE GFT(ABOVE GARAGE FLOOR) 48"TO CL p� x SCALE: 1/4"=Nr FRONT DOOR COACH LIGHT ......... 84"TO CL ,$ a GARAGE DOOR COACH LIGHT, < (ABOVE GARAGE FLOOR) ..... 84'TO CL DINING AND BREAKFAST FIXTURE ..... 64"TO 87M OF FIXTURE FOYER AND STAIRWAY FIXTURE ...... 96"TO BTM o OF FIXTURE THERMOSTAT 54"TO CL +� DOORBELL CHIMES ............... 84"TO CL DOORBELL BUTTON ............... LEVEL W/ O DR HANDLE KITCHEN WALL HUNG MICROWAVE OUTLET ..................... 76"TO CL KITCHEN DISHWASHER RECEPTACLE UNDER SINK KITCHEN RANGE 24"TO CL Y KITCHEN REFRIGERATOR 4$"TO CL Q m WASHER/DRYER OUTLET 48"TO CL a rOB NO. 05-81-0m e CL-CENTER LINE Marathon 1 =FIELD VERIFY 2=MASTER BATH STANDARD 30"HIGH Key VANITY TO BE RAISED 4" SHEET TITLE SHEET SECOND FLOOR ELECTRICAL . Ei .2 MA I N WN AH ' I ' Vr O'-0" 19x" ! _ 5'-0" Y-6" z,_ ■ ---------------- - v 1777777777 7 1 cn 4r 1 -------------•--------------------- 6P � ,fill. I 1 ___--__ _ -,-_ * _ ___..____......________---_ , 1 -- LLj ------------------------ t Y Z 1 W Qa, Q ------ ------ -------- -------� ------- ---------------=---------� I BLOCK CHANGE 9= Cl u �. En 1 j I 1 BLOCK CHANGE ! ! SINK w�DISP. Lp rI rn ®0 I 1 1 � ^ I 1 00 SLOPE-1' t ; 1. Z'rNC.SLAB w/ I 1 ' t W �j I rfr 6x6 NO. WWM OR FI MESH. I I I I H•••°••� � . 36"X36'SLAB Wl DRAIN i i ' ! ! REF. REINF OVER VAPOR I SPS OVERCLEANCOM TREATED F1LLL ib 4-5 1jr s ! , , $-3 t , I 1 1 ' 1 M'EP5 TO GRADE AS _ __-_.-_-_.-__-- I__-_--__-_ 1 1 1 REQUIRED BY CODE 1 i I ; 77777 1 I I -------------- — — ONGE '• -•' i - I I ' ,�,) w� � �� .� ...�. �� ( i , I 1 _- �e rr' � Wei 1 I I -0'-0"FIN.FLR I 1 I C 3'-1�" .._ .� _ ' STEPS ASREPMBYCODE , , �'3 �._ L__—.________-- U tI - _ 4------------------ 1 a B" j i I T. ! i I •II I I BLOC(CI'IANGE �T.I 1 t i i ■N I t n I SLOPE-2 I t h ' ,� I I co wl SPtn en 1 1 r'�■'1 '. 'z • _ _ .�j i � i i 1 � I 1 1 � �-♦1 - tM �' '•',: 1 I I ! - -- -- --l- ------ -- -- -- ----------------------- , ---------------------------------------- I ' , 1 ----------- ------ ----------- ---_---------------_-------- --------------- ---------- zz ------------------------------------------------------- ------_-- -^i L_�•-__--- -----------------------j 1 T W U�IED (IS. ENGINEER) HAS NO KNOWLEDGE OF ANY BLOCK ---------------------------_-___-__--_ - SUBSURFACE SOIL CONDTION REPORT: THUS, ALL FOOTINGS ARE DESIGNED VEN r DRYER AS SH LatOW F'0011NGS BEARING ON SOIL THAT POSSESSES A MAXIMUM mom SLm WARNtIG PRESSURE OF 2000 PSF. 1F CONTRACTOR FOUND ANY DIFFERING ITIONS ETHER THROUGH SOIL REPORT OR SOIL REMOVAL, THEN s'-11Y2' 15'-i" ENK NrEER OR ND 1® SHALL. BE NOTIFIED 'AND POSSIBLE FOOTING (LE. MAT FOUNDATION OR PILE FOUNDATION) MAY HAVE z 21'-41/" z6 � / TO BE PRIOR TO COMMENCING WITH •FOOTINGS WORK. 3 7s4 d z 0 CONCRETEDl�1�lDAT I ON FLAN FOUNDATION LEGEND w SCALE.- 1/�4"■1'-V° (M SHEET Na° S-4 FM SrRucnML KWj w8"x8"x1 B" CMU STEM WALL w/ (1)#4 ROD VERTICAL. ON 48" Q.C. EQUNDMN --NO=1. DIMENSIONS SHOWN WITH INDICATE PILUMB TNG OR ELECTRICAL -- ---- - - -- -- - do HOOKED INTO 20"(W) x 10"(H) r/ W OUTLET LOCATIONS. VERIFY WITH BUILDER AND/OR HOMEOWNER. CONC. FOOTER w/(2)#S RODS CONT. • • r .. z o w a 20"(111 x 120(H) THICKEN - U CONCRETE SLAB w/ (2)#5 � RODS CONT. L; Em 11�CI�N SLM DEUR Z Z m Q o 20" x 12"(H) THICKEN DOWN CONCRETE SLAB w/ (2)#5 RODS CONT. = ,, J 0 B NUMBER - m ! . 11 m SIFP �Ill�l {� _ fir' It SHEET NUMBER S--1 of 5---4 ry .t ,• .. .. ! S• / 1 1 • 1 1 1 •« 1 1 • TABLE FOR SHEAR WALLS FRAMING a 3 _ (GROUND FLOOR) 'GNUS 'TO '1�P I,ms THE SHEAR WALLS TABLE WAS ESTABLISHED ASSUMING THE FOLLOWING CRITERIA UNLESS OTHERWISE "1 yV� Z� ��Slm SON~ C�1 S I I T NOTED IN THE TABLE: wt(L) N A P i C A) WOOD SHEATHING TO STUDS NAILING SHALL BE 8d COMMON NAILS. B GYPSUM BOARD TO STUDS NAILING SHALL BE 5d AND 6d COLLAR NAILS FOR 1/2 " T" AND 5 8ICK BOARD RESPECTIVELY. / / H 3)�-xlti cz>�tL C) SOLE PLATE-COMICRETE SLAB ANCHORS SHALL BE 1/2"0 11 OT gte A • g Cj Cz)Zxlz � C AS• sv-OtAm bN OM OP ShteT' 'b-3• Sol) epfxr 4RoQTW 5 1 R IY TRIBE SOLOW i Ia OC DESIGNATION REQUIRED SINGLE OR SHEATHING TO STUDS FLOOR TO- FLOOR x SHEATHING DOUBLE SHEATHING NAIL SPACING ANCHOR.SPACING 7/16" OSB SING1 .7aLE GLE 6„ / 12„ 50„ O.C. IN � ,� G � 2 • � v Q 7/16” 058 SIN GLE N (BLOCKED) / 12 �pd� O.C. � f ?ri ` N 7 16 OSB( . SINGLE , 12" 0.C. v r. (BLOCKED)C CZE X 2 t .43 4 ,jl„S '" m to 00 Vr`' t ADD EPDXY GROUTED BOLTS 1o. TNR90= 9C%IOACHIEVE REQUIRED BOLT SPACING. cD z v - _ .� Ap 1D TQNA NOTES: N ` 1) FOR LOCATIONS CLOUDED AS 1 INDICATE LOCATIONS WHERE HEADER BEAM SHALL BE i I ( C j �• ,N BOLTED PER DETAIL B OF SHEET No. S-4. Or r~• f -�— - --��--- ----- - ----- _�� (z� 1Z ��y x lZ► 2) FOR LOCATIONS CLOUDED AS 2 co INDICATE LOCATIONS WHERE WOOD POSTS SHALL BE S ED TRAPP N C\2 _. "� AT TOP AND BOTTOM AS SHOWN ON DETAIL A„ ON SHEET No. S-4. ,•.''9',-,.:•`:,�'^�`•=-`1.'Y :'�. •, ; i '� ” . �� - 3) FOR LOCATIONS CLOUDED AS 3 , SHALL BE STRAPPED PER DETAIL "N” ON SHEET No. S-4. 1--� 4) FOR LOCATIONS CLOUDED AS SHALL BE STRAPPED PER DETAIL "C” ON SHEET No. S-4. i I L y 5) ALL EXTERIOR WALL OPENINGS OTHER THAN THOSE MENTIONED ABOVE SHALL BE BOLTED PER .•. I UI I DETAIL "E" ET _ I OF SHE No. S-4. 6) ROOF TRUSSES SHALL BE STRAPPED TO TOP PLATES OF BEARING WALLS AS SHOWN ON o LE "A" 0 — WILL BE ADEQUATE TO RESIST SHAER F C SCHEDULE N SHEET No. S 2. STRAPPING L ORCES �J C: ACTING SIMULTANEOUSLY WITH UPLIFT FORCES. ----•�i j" . � IIi gyp► � I :i � � Hr---11 Q ** 6 I I 7) INDICATES FLOOR JIOSTS AND GIRDERS TO BE DESIGNED, FABRICATED + . z h ' 1N t II AND CERTIFIED BY OTHERS. WAL15 LASELM SHAM gE &ZACE•fl AGfit4rr STROavRAL Q sHEprrrrtNG PER- O E•rA%L"M" O F N EXT 5HEE� W x R �- ��lzxh CZ)zxr o gy-I a OUS FROM TOP PLATES Tcc 112 INCH O CO CRETE,THREADED E ON 00 NCHES O.C.� OR AS SHOWN ON SCHEDULE "Allo LAYOUT, SEE DETAIL "J" OF SHEET S-3 FOR TYPICAL BOLT RUN NAIL ALL%"STYRDI-FLOOR PLYWOOD SUB-FLOOR II�� Cp SHEATHING Wl SD COMMON WIRE NAILS @ 6 11O.C. ROOF TRUSSES STRAPPING SCHEDULE TO TOP PLATE SEE DETAIL L OF SHEET 3-3 FOR TYPICAL CORNIER BOLTCC INSTALLATION EVERYWHERE . INSTALL SOLID BLOCKING BETWEEN OF BEARING WALLS (PRE--ENGINEERED FRAMING) FLOOR JOISTS AT ALL BEARING WALLS AND SHEAR UTILIZING ALL THREAD STEEL RODS f Z WALLS S TOE NAIL BLOCKING TO DOUBLE PLATES, JOISTS, AND SINGLE PLATE Wl 10D COMMON WIRE �]' • NAILS ON 12" O.C. o TRUSS No. OR UPLIFT TRUSS TO TOP W Z DESIGNATION * (Ibs) PLATE OR TO STUDALL TRUSS ENDS TOP PLATE TO FOOTINGS EXCEPT ONES 0 -- 600 H2. *SIMPSON" CLIPS 1/200 STEEL RODS SPACED AS W OUTLINED BELOW SHOWN•ON SHEET No. S--3 1 , (3H, g5,6 610.Cg, 1 2 0 STMF RODS"SPACED AS .__• 9zi LZ, LI, L-,% Ls 601 - 1200 (2) H2.5A, "SIMP50N" CUPS SHOWN ON SHEET No. S-3 N /A 1201 - 4750 (M 36,A 'SIMPSON", NTT-u,,"SIMPSON", HOLDDOWN SECOND FLOOR FRAMING FLANAPS (3�DUND- FL00� � - LS -+.AY-0U•T 8G,,Q.E: 1/4"111 ROWS B R NG STUD REQUIREMENTS FOR BEA t U�� (2, EA I�_ -- -- _ _ - MS GIRDERS. OF10d COMMON NAIL/50 12' O.C. _ "K" DEMOTES KING STUD AND "J" DENOTES JACK STUD. �• � � . ALL SOLID SAWN LUMBER BEAMS SHALL BE SUPPORTED � -9 "x-..B"_-.?NBLL,m r x-12"SOLID SAWN LUMBER WITH (1 )K+(2)Jts AT END SUPPORTS OR (2)KIS AT w INTERMEDIATE SUPPORTS. LVL BEAM REQUIREMENTS ARE � USE SHOWN ON PLAN ABOVE AND DENOTED BY: #—K's J CD w OF 12d ROWS COMMON 4 o d wAAS'C. PL Y. w ON BOTH SIDES. ry z TYPICAL DF..(3) 2".x 10" THRU (3) 2" x 12" SOLID SAWN LUMBER 4 W ~ m Z USE �3) ROWS + USE (2) ROWS "" OF 12d COMMON iBOLTS w/NUT (n < OF 12d COMMON NAILS 0 12' O.C. 0 NAILS 0 12' O.C. STAGGER NAILS 2"o STEEL WA3/}6R 0 12" O.C. O ON BOTH SIDES. " n JOB NUMBER ~ ,. .• h Mai . (2) 1--3/4" PLY LVL (3) 1-3/4" PLY LVL (4) 1-3/4" PLY LVL �t c r . :�•";,, 7^ J SHEET NUMBER !'lt11.,TlFL E PIEME3 R.. CONNECTION DETAIL IA S-2 OF S--4 Al ^L P \ _ FIBERGI SS SHINGLES OVER 30# IMPORTANT NOTE: l Z�ZxI FELT OVER 7/16" OSB BOARD OR REFER TO ROOF PLAN AND EAVE 15/32" PWD SHEATHING. DETAILS ON-SHT AD.2 FOR ROOF PITCHES FORALL HOUSES AIR BAFFLE BTW EA TRUSS TO MAINTAIN 1/2" MIN AIR 12 SPACE FOR VENT VARIES 16,. STRAP FOR TRUSS ANCHORAGE (SEE -- SCHEDULE "A" ON SHEET No. S-2) GAIN. METAL O.H. DRIP EDGE J i 71c I WRAPPED 5/8" GYP. BD. CLG. N ALUM. FASCIA r ` ! OVER 2x8 I PERFORATED f � ALUM. 1/2" GYPSUM BOARD A OA I i STUCCO 2x STUDS 0 16" OC (MIN #2 FRIEZE SPF) f -r,Cti, PROVIDE MID-WALL BLOCKING FLAT L� WISE O JOINTS IN SHEATHING i w0 I 'ch +, r I 7 » :- x � 8 MIN. TEXT. P.T. 2x PLATE _ we -------- ---------- --------- -------------------------------------- all �4Zj" , r^ i VENEER OVER p VE \ W c�, S -� i TIE N h 3� I VAPOR BARRIER 3/4" PLYWOOD GLUED & SCREWED TO 16w PRE-ENGINEERED FLOOR m m o m y i TRUSSES OR TX. JOISTS 0 24" OC z U-1 U K i (SEE FLOOR TRUSS ENGINEERING) w � 51TRUJt CN9 w _ a_ ¢ c� a o c� ¢ © cn n� y Tn LY L B m- v/I'.Z) tr T�Ou o�� 1 ST FLOOR TO RIM JOIST BY TRUSS MANUF. � ^' LST�12.N "SifApSohr �'S1Z �1 i v ST�f+�s 9 ou 0011 2ND FLOOR STRAPPING PER (SEE FLOOR TRUSS ENGINEERING) ' tiN Com ''tea► ��, SiRUCTUSIAL I ` mmwmww�US3 M6 IAS UOP-.. OF t/2" CEILING BD OR 5/8" GYP. BD f` TMP a 1/2"0 THREADED STEEL RODS . SPACED PER SHEET / S-3. 0 . ADOITIONAL EXP. BOLTS MAY a b i BE NEEDED PER SHEAR WALL ---- ----------- N I TABLE ON SHEET # S-2. DO ' --------- ----- PROVIDE MID-WALL BLOCKING FLAT I w -_- frj TEV. 5TW)CO WISE O JOINTS IN SHEATHING 7 iVENEER OVER 1MTL LATHE AND 2x STUDS 0 16" OC (MIN A2 co I VAPOR BARRIER SPF) � � i IV = P.T. PLATE w/ ANCHOR BOLTS PER .� �"^�`� 0 - I STRUCTURAL 04 0 t • V "Z 4w CONCRETE SLAB WITH [A �Z)2,X10 6"x6"x10/10 W.W.F. TYP. (3000 PSL W - -------------------- -------- ------------------------ • (1) 4 CONY. FIBER MESH OPTIONAL). CDSLOPE GFADE — x i► AWAY ALL SIDES r f \�� �.; z PL4. f\\ \ \f ft 6 MIL VAPOR BARRIER #4 RODS VERT. ON 48" O.C. do AT CORNERS. w , ' • "ri._ VERT. RODS SHALL BE HOOKED 6 INTO D f/ rf ,�, . ,.'�' FOOTINGS 0 BOTTOM AND 12" INTO SLAB CD 4c GIIRDES T S » ' ' jam• 0 TOP. FOR HORIZ. REINFORCEMENT USE z 20 �W')x 10 (H�NCRETE \�f\`*'••• ••''';,�\\;•• FOOTING REIN . '\ i%,.:%: %.,;!; GIRDER TRUSS , SEE /;,,�,,,`� ,:,. •�,• . , 9 a. HORIZ. JOINT REINFORCEMENT ROOF FRAMING PLAN MAIL b" 4 "IK" ON T Na 6-4 9 w P011t RA= TO I"LOOK 167PAP"42 W/(2�- 5 RODS COCANT. „ .• ON 16 O.C. (MAX.) w CO �G T�..�MASON�G11�9E(�TE 9o1w NI OP TIS � � [�► • TYR 2 - STORY W5ECTION- z zBEND STRAP W �°ASRNTRUSSEEDED SECOND F�..II.00R SHEAim' UJALL8 PLSIN II . „ � ..� _DED �.►r��s �/Z �� -0 � w SCALE.- t/SII•t'-mll a -� ---3pcs 2''X�}" SPF #2 SUPPORT STUDS AT IMPORTANT NOTE: `GIRDER. TRUSS BEARING, -REFER_TA--ROOF-RIJW--AND-EAVE.- .. SEE PLAN I DETAILS ON SHT AD.2 FOR ROOF OVER FIBERGLASS SHINGLES PITCHES FOR ALL HOUSES 301 FELT OVER 7/16" OSB 12 BOARD OR 15/32" PWD VAIRES SWATRIG. STRAP FOR TRUSS ANCHORAGE (SEE BLE TAFOR SECOND FLOOR SMEAR WALLS FRAMING (SECOND FLOCK AIR BAFFIF BTW EA Q H". SCHEDULE "A" ON SHEET No. S-2) TRUSS M MAINTAIN 1/2" MIN AR SPACE v THE SHEAR WALLS TABLE WAS ESTABLISHED ASSUMING THE FOLLOWING ' FOR VENT � �+ CRITERIA UNLESS NOTED OTHERWISE IN THE TABLE: GALV. METAL 1/2" CEILING BD OR 5/8" GYP, A) WOOD SHEATHING TU STUDS NAILING SHALL BE 8d COMMON NAILS. DRIP EDGE BD TYP 5/a "0x12"EP0NY G900T6S 0011 B) GYPSUM BOARD TO STUDS NAILING SHALL BE 5d AND 6d COOLER UPPED AM. r LOP NAILS FOR 1/2" AND 5/8" THICK BOARDS RESPECTIVELY, OR FASM OVER 2x8 1-1/4" TYPE S OR W. #6 SCREWS FOR EITHER BOARD THICKNESS. PERFORATED • � ALUM.STRAP ANCHOR FROM GIRDER TS SOFFIT " � DESIGNATION 0 STUCCO FRIEZE ETO 8CMWALL—BELOWOW SHEATHING DOUBLE SHEATHING NAIL SPACING M -. 1/2"0 THREADED STEEL RODS ROVIDE MID-WALL BLOCKING FLAT ! DETAIL 7/16. OSB w w SPACED PER SHEET S-3. WISE Q JOINTS IN SHEATHING rp (BLOCKED) SINGLE (0 / 12 ADDITIONAL EXP. BOLTS MAY " �, BE; NEEDED PER SHEAR WALL 2x STUDS O 16 OC (MIN cJ•r3 SCALE: NTSTF-810& SHFArrG TABLE ON SHEET I S-2. _ •� ......"..A� Bd K411LS 2 SPF) r • W SHEATHING � FF ll 113YtA G I N ((,lJ•T S�1 o c `"J 7/16" OSB SINGLE )i " / 1 2" 7 8" MIN. LIGHT P.T. PLATE w/ ANCHOR AMP ONOTTOM amaw (�)-12! NAILS (BLOCKED) � j(T, O09 OF TRUSSIES TTS) (2�'2d NAILS TOP CHORD •G.�GGR V�i.R ��IV1L O N 4)-12d NAILS TRUSS MTL LATHE AND 4" CONCRETE SLAB WITH �T�'P) VAPOR BARRIER 6"x6"x10/10 W.W.F. TYP. A I FLAT 9 24"2x4 SCABS LAID c. (2)-12d) NAILS ©D ITIONAL NOTES; (3000 PSI. FIBER MESH D �; Z (MAX.) (TYP (1) 4 CONT. OPTIONAL). � 0 IILAID F- 'm- (MAX) -I FLATsASBs AIN 1) ALL EXTERIOR WALL OPENINGS ON SECOND FLOOR SHALL BE STRAPPED SLOPE GRADE TYP• INTUum SHEAR wAu aAPHRAGM BOTTOM CHORD �� �� AWAY ALL SIDES / ! U-i W TOP PLA�s INTERIOR SHEAR WALL AT TOP AND BOTTOM AS SHOWN ON DETAIL F ON SHEET No. S-4. /\/\/�\/, PLAN NEW TOP PLATES ELEVATION HEW �� \ `f 6 MIL VAPOR BARRIER d Z BASE u - INTERIOR SKARWALL TO ROOF CONNECTION 2) FLOOR TO FLOOR STRAPPING FOR UPLIFT SHALL BE MODEL No. CS20, " PRE ENpNEEREO FRAMING (TRUSS FALLS ON ONE SIDE of WALL) #4 RODS VERT. ON 4$ O.C. & AT CORNERS. <N.T.S.) "SIMPSON", SPACED AT 32" O.C. AT BOTTOM AND ALSO APPLIED AT TOP `• •, �` » m (Y • • ' �• VERT. RODS SHALL BE HOOKED 6 INTO INTERIOR SHEAR WALL ad NAILS sHEATHIHG PER DETAIL "D" ON SHEET No. S-4. WHERE SECOND FLOOR WALLS ARE ,• ` \\/� FOOTINGS 0 BOTTOM AND 12" INTO SLAB O� O TOP PLATES p{-O.C. " w 'i ti .�. iti . ti�ti'r� ��• �`• 44) 2d NAILS 2)-12d NAILS 20 W)x 10 (H CONCRETE 0 TOP. FOR HORIZ. REINFORCEMENT, USE �TYp) SUPPORTED BY FLOOR GIRDERS AND ARE bnT A CONTINUATION OF FIRST 2x4 SCABS LAID FLOOR WALLS. EXTERIOR WALLS OPENINGS MAY BE STRAPPED PER DETAIL Foo NG REINFORCED s go. HORIZ. JOINT REINFORCEMENT 24' (MAX) FLAT O 24" O.C. TOP CHORD -K" W/(.2)- `� RODS CONT. ON 16" O.C. (MAX.) - TTP (MAX.) K ON SHEET No. S-4. ' -- - BLOCKING r(4)-12d N��5 ... JOB NUMBER _ - - (�) TYF, 1 STORY WALL &E'2TI .4, 2)-12d NAILS) 2)-12d NAILS I ' SCALE • 2x4 SCABS Uro CEILING ' �. SHEET NUMBER BOTTOM aiORD r `�' OF TRUSSEL BOTTOM S FLAT •24` O.C. DIAPHRAGM I i (MAX.) ITN RIORR SHEAR IN -ti S--3 0 F S-4 cftrw Un Roof.....,,..20N8q.Ft.Floor........ Ft I I 1/2"0 THREADED STEEL RODS SPACED PER SHEET 0 S-a I 1/2"0 THREADED STEEL RODS I 2:bLl11ll Three C '1ANnd V�dclf4l pK 01.........120 ADDITIONAL EXP. BATS MAY ;6R'OS WALL SPACED PER SHEET 5--3 . Mph.I(11IIp ims FocbwrlA VOnd ov eacw.C#bgory~l1"Building BE NEEDED PER SHEAR WALL AE NEEDEDNAL EXP. BOLTS MAY. I cGply+ (K1.55 C Q a'r�I���Y CNCLoSc� �U1��ING) TABU ON sHE�r ,� s-2. CONT. ( T NEEDED PER SHEAR WALL TABLE ON SHEET / 5-2 " CONC. SLAB W/6x6x10/10 W.W.F. oR f IMMFSN I I EXPANSION JOINT RECESS SLAB 3/4"x 10• WIDE 3. Cm &Clo"nq Prisouras : PREENCINEERED ROOF TRUSSES ( STUD WALL AT GARAGE DOOR Roof(Anywhems 454 Pot,x'14.9 Psr I 'Wmft: Zwo■6w is MlItt1111'4 R of- Zww me a Anywh0m Ebw GATOR NUT B MIL. V.& OVER CLEAN. I B' �I ' p=rB �" WELL COMPACTED TREATED FILL Bx6x10f10 I OIL W.W.F.� 6x6x1o/10 W.W.F. oN>r fNaOtl�ntlESM 14.0 46.7 - 0.2 STEEL WASHER ' I� 3"x 3 x t #4 RODS VERT. ON 48" O.C. & AT CORNERS. I �-• I a. '"i "' 4 20A VERT. RADS SHALL BE HOOKED B" INTO r y 44.2 X7,2 y FOO)VM 6 BOTTOM AND 12" INTO SLAB 4 00.0 42.8 46.7 HURRICANE STRAPPING PER +.' (z)-#5 CONT. HOOKED - 0 TOP. FOR HORIZ REINFORCEMENT. USE I N �•' ;• �"-- .v.•��,. 2)-�15 CONT. HOOKED 4 10.0 �.� „44,3 SCH. A" ON SHEET / S-2 TDP PLATE Q 9e. HORIZ JOINT REINFORCEMENT .. do TIED AT CORNERS I 46.7 d7.6 OF WALLS ON 16" O>.C. (MAX.) I � .' ■ • MIN. 18" TIED AT CORNERS 6 10.0 :. I �+--12"- I MIN. 18" 6 44.2 -64.6 ..5 20.0 �k* = 48" (MAX.) OR i '60:0 : X1:0.. CONSULT ENGINEER , ;. , :.�. --zo"-d TURN DOWN SLAB DETAIL �-_-._ 1.09�A 39'8 -47.2 1/2'r THREADED STEEL 20"(W)x 10'(H) CONCRETE FWTING TURN DOWN SLAB DETAIL I O�� rer plus snd;�hws 14"ivlmkai& otl TOA&mM and away Iron 9w building surfam ROD PER SHEET III S-3. O REINFORCED w/(2)-0f RODS CONT. �I 1) IT IS THE INTENT OF THE fzNGINEER THAT THIS K BE,IN COWOMM40E WrM ALL I EXCEPT GARAGE RECUIRINeM, OF THE AU 1HORMES HAVING JU Sl>1CT10N OVER THIS TYPE OF I CONSTRUCTION AND OCCUPAIVCY. ALL RS SWILL 00 THEIR WORK IN CONFORMANCE �+- 6■ TYPICAL FOUNDATION DETAL I J WITH ALL APPLICABLE CODES AND REGULATIONS. sTTI.7L COUPLER •• -. _. -- .- - - �. _._ _. J_ 2) THE CONTRACTOR SHALL VERIFY AL1. GOND AND DIMENSIONS AT THE JOB SITE PRIOR 7/18' 058 NAIL w/ CORNER DETAIL TO COMMENCING WORK. 3) CONTRACTOR SWILL SUPPLY. LOCATE ANO BUND INTO THE WORK AI,L INSERTS. ANCHORS, ANGLES, Bd COMMON NOUS ) ` 6x6x1O/10 W.W.F. Oft FIL�MIESM 0 STUDS PER SHEAR WALL 'T"8' I PLATES, OPENINGS, SLEEVES, HANGERS, SLAB 01 PRESSIONS AND P17CI ES AS MAY BE REQUIRED BY• TABLE ON SHEET III S-2 ATTACHED DRAWINGS AND TO ACCOMMODATE WORK NOT SHOWN ON THE DRAWINGS. 4) THESE DOCUMENTS ARE THE PROPERLY OF THE NEER AND MAY NOT BE USED OR v REPRODUCED WITHOUT WRITTEN CO OF THE ENGINEER. _ + ' RIM JOISt OR 6fJ►M LSTA 3G;SIMPSON� STRAP � ' �`w+ . �.:. + r J m 1 5) ALL DETAILS AND SECTIONS SHOWN ON THE INGS ARE INTENDED TO BE TYPICAL AND 2x6" SPF /rj o t6" O.C. TOP PLATES " (2)`>p RODS CONT. m m 0 Ob SMALL BE CONSTRUED To APPLY m ANY 51Ito SIMION ELSEWHERE IN THE WORK ,/2"e THREADED STEEL THREADED STEEL RODS SYSTEM EXCEPT WHERE A DIFFERENT DETAIL IS SHO N. ROO PER SHEET ,� s-3. INSTALLATION INS MUCTIONS 13 C-5 LU B) SUBSURFACE SGML CONDITION NFOXtMAT10N IS AVAILABLE. FOUNDATIONS WRIER DESIGNED STEEL COUPLER I. . INTERIOR STEP DOWN DETAIL o = a Q FOR A 2000 PSF SOL BEARING CAPACITY. CONTRACTOR SHALL REPORT ANY DIFFERING 1) DETERMINE THE STARTING POINT AND MARK TITHER THE CONDITIONS TO THE DESIGNER PRIOR TO NG WORK. FORM BOARD BOLT LOCATIONS PRIOR TO CONCRETE POUR STRAPS, "SIMP50N', ' Na STRAPS 7) IT IS THE CONTRACTOR'S SOLE RESPONSIBRN TO DETERMINE ERECTION PROCEDURE AND SEE TYPICAL FOUNDATION IF "J-BOLTS" ARE USED OR BOLT LOCATIONS DIRECTLY TO INSURE THE SAFETY OF THE BIN AND ITS COMPONENT PARTS DURING DETAILS OF THIS SHEET. ON THE HARDENED CONCRETE IF EPDXY AN04OR BOLTS sWW ARE USED. ERECTION. EPDXY GROUT POST STRAPPING O 7W sm6me 2 2TOP d' 'I• 2) CORNER LOCATIONS SHALL BE PER DETAIL "L' ON THIS QLT ) Cow 1/2"e THREADED � Q SOLE PLATT; SHALL BE I ANCHORED TO SLAB W/ 1/2-0 + C:ON$TRU�TIOI�NOTE SHEET. STEEL Roo THREADED ROD BOLTS STAGED 3) INSTALL COUPLERS. WASHERS do NUTS WHERE REQUIRED 2x4 STUDSSINr1SHEET 1) ALL CAST ON RACE CONCRETE (EXCEPT SLAB GRADE) SWILL HAVE A MIN. OF 3000 PSI PER DETAIL 'J' ON THIS SHEET AND PER MANUFACTURER'S 6"x 6''OR ex 4' POST ,��bSAM" PSON i O 16' O.C. PER BOLTS D _AY BE3. ANEEDED� COMPRESSIVE STRENGTH AT 28 DAYS. %ABS ON MAY BE CONSTRUCTED w/2500 PSI CONCRETE FOOTING RECOMMENDATIONS. ABU., `9MPSON", a'T 8x6x10/10 W.W.F. PER `BAR WALL TABLE ON ' CONCRETE. 4) ALL THREADED STEEL RODS SHALL CONFORM M THE POST ANCHOR + . OOZ IFI SHEET III S-2 ALIW 2 FOOTINGS SHALL BEM BELOW DISTURBED dt SOIL AND UPON EITHER THE SURFIGAL SOIL �-� REQUIREMENTS OF ASTM A38 THREADED STEEL, GALVANIZED. " :• l. : OR UPON STRUCTURAL. FILL COMPACTED TOA OF AT LEAST 9'% OF STANDARD PROCTOR !; :A DRILL 6 INTO CONCRETE r:;• Ij MAXIMUN DRY DENSITY (ASTM 01557) FORA OF AT LEAST ONE FOOT (1 ft.) BELOW THE .+ �--TT BOTTOM OF THE FO>aTI1G. POST S'1RAPPINC O BO ANCFtaRADE 7n SLAB O TTOA1 I •' BOLT RUN DETAIL TYP rxT - ----•'-B� "(2)-05 RODS CONT. '� 3) BEARING MATERIA.: THE FOOTINGS SHOULD BEAR EITHER THE EXISTING FINE SANDY SOILS, '� OLT ) L'J WHICH WILL REQuM PROPER COMPACTION, OR 4 COMPACTED STRUCTURAL TILL THE BEARING (N•T.0 �-`�- 20" -� 0 LEVEL. SOBS, AFTER COMPACTION, SHOULD EXHOr DENSITIES EQUAL TO 959 OF THE MODIFIED U] PROCTOR MAXIMUM DRY DENSITY (ASTM 01557) POST STRAPPING A POST STRAPPING N INTERIOR THICKEN SLAB DETAIL 4) RONFORCING STEEL SHALT. BE ASTM A-615 GIRADf 50 STEEL CONFORWNG TO ACI 301, ACT 315, ACI 318 AND MMMNUAI. OF ST PRACTICE. LATEST EDITIONTOP & BOTTOM TOP BOTTOM I""'-"I 0S. p&TP MISC. FOUNDATION DETAILS o a 0 5) ALL MMUOUS VERTICAL. AND HORIZONTAL REM WING STEEL N FOOTINGS SHALL BE LAP SPLICED A MIN. OF 36 BAR DIAMETERS OR 2 ". WHICHEVER IS GREATER UNLESS QT'S'? • • a�� OTHERWISE NOTED. V 6) THE MIN. CONCRETE COVER FOR FOOTINGS SHALL 9E 3 in. MN. FOR REINFORCEMENT. � •� FOOTINGS (TO MAN REINFORCEMENT)............«. ..a inches H2.5A, "SNMPSON" H2.5A, "SIMPSON" H2.5A. *SIMPSON" W a 0 SLAB ON GRADE... CENTERED CUP (�) SEE (TYPO OR 7) HORIZONTAL BEAM AND FOOTING BARS SHAM BE ENl 1'-0' AROUND CORNERS OR ROOF TRUSS , " . ROOF TRU55 SEE SCHEDULE L " " ROOF TRUSS " " HEADERS PER SHR. N1 5-2 H2.5A, "P) OR N" SEE SCHEDULE A SEE SCFIEDULE A SEE SCHEDULE A L�TON' IP (TYPO OR ON SHEET N S-2. ON SHEET N S-2 ON SHEET it! S-2. �RAGE DOOR HEADER ROOF TRUSS SCHEDULE "A" a OWN CORNER BARS WITH 2'-0' LAP SHALL BE 8) CONTIvCW SMALL PROVIDE SPACERS, CHAIRS. . ETC. NECESSARY TO SUPPORT SHEET g 5--2 Fri REINFORCING STEEL SUPPORT ITEMS WHICH BEAR EXPOSED CONCRETE SURFACES I SHALL HAVE ENDS WHICH ARE PLASTIC TIPPED OR STAINI ESS STEEL v 9) ALL REINFORCING DETAILS SWILL CONFORM M OF STANDARD PRACTICE FOR D>ETAIUNG REINFORCED CONCRETE STRUCTURES ACI 315 LATEST EDITION, UNLESS DETAILED OTHERWISE ON THE STRUCTURAL DRAWINGS. LSTA36. "SIMPSON 10) ALL CONCRETE WORK SHALL N ACCQRGANCE "THE BUILDING CODE REQUIREMIENTSoo 1/2"e THREADED STEEL STRAPS r4 M § 1/x'1 THREADED STEEL ROD PER SHEET d S-3 11 TWISTED x 24" LONG FOR CONCRETE" AOI 318 LATEST EDITION, AND "S CFICAT10N5 FOR STRUCTURAL CONCRETE CS20. "SM014 N'. ROD PER SHEET f S-3 j TVIISTED STRAPPING Z FOR BUILDING' ACI 301. STRAPS' ! M SEE SHEET S-2 ' FOR III OF TUDS. �1 Z 1) CONCRETE MASONARY UNITS SHALL BE ASTM C90- . HOLLOW LOAD-BEARING CONCRETE SEE SHEET S-2 MASONARY UNITS. TYPE 1, ONE N•-1. NORMAL GHT. WITH A MIN. COMPRESSIVE STRENGTH FOR N11 STUDS I w OF 2000 PSI ( f ' m = 1500 PSI ). • HT'("llr"SIMPSON", � W � 2) MORTAR SHALL CONFORM TO ASTM 0270 AND BE TYPE M OR S. HTT22, "SNOPSON , HOC.E SLA . HOLDOOWN 3) HORIZONTAL MASONRY JOINTS REINFORCEMENT BE GALVANIZED TRUSS-TYPE WITH n 6 in. LAP AT ALL SPLICES AND PLACED AT EVERY THER BLOCK COURSE. MAX. 16 in. O.C.. r :j 'r :•- 1, _ 3 S'T Oh1�ll _.- C .CRETE SLAB ( )kA plh3t,,St� -c .91111L . . I I - 1 .4 _ hY.• .� ....rr WOOD FRAMING: A •� f; , •. >. 1) ALL WOOD FRAMING SMALL BE SYP /2 AND INSTALL PER AITC�C AND TPI AND NATIONAL SUPPORT GIRDER DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION. -,U1 , .M 2) ALL STRUCTURAL WOOD MEMBERS SHALL HAVE THE FOLLOWING MIN. DESIGN VALUES: EXTERIOR WALL OPENINGS K EXTERIOR WALL OPENINGS E EXTERIOR WALL OPENINGS DOOR JAMB B ,! SAWN LUMBER • VENEER LUMBER STRAPPING O TOP do BOTTOM STRAPPING O TOP & BOTIDQM EXCEPT AT STRAPPING O TOP � BOTTOM F ANCHORAGE O TOP dk BOTTOM DETAIL C Fb = 1.120 PSI (N.T.&) GARAGE DOOR & OTME1t LOCATIONS SHOWN JAMB STRAPPING O TOP & BOTTOM Fv s 90 PSI v = 285 PSI (N.T.�) Fel = 585 PSI = 11000100 PSI ON SHEET if S-2 OF THE DRAM40S (N.T.S) (N.T.S.) Fe w 1,455 PSI (1r•T•S) E • 1,600,000 PSI. 3) ROOF & WALL SHEATHING 9 1 BE 7/16" ORIENT 'STRAND BOARDS•(OSB) OR BETTER. SPAN RATED AS SHOWN ON THE DRAWINGS. 4) ALL WOOD'MEMBERS EXPOSED TO WEATHER OR IN ACT WITH MASONARY, CONCRETE O OR SOL SHALL BE PRESSURE-TREATED. SCHEDULE "C" . ROP PLATES H2.5A, "SIMPS(>IN". CUPS (TYP) OR 5) CONTRACTOR SHALL PROVIDE ALL FASTENING � AND SUITED FOR EACH RECOMMENDED STUD SIZES AND SPACING APPLICATION. FASTENING SUBJECT TO MOISTURE BE HOT-DIPPED GALVANIZED TO ASTM BLOCKING REO D. ROOF TRUSS NOT SEE SCHEDULE "A ON SHR. 41 S-2 V r A-153-80. WALL PLATE HEIGHT STUD SIZE SPACING 2x4 a MING v SHEATHING JOINT 2x4 OUTRKW OU7reC.f:ERB SHOWN FOR CLARITY .`� t7 8 ALL METAL CONNECTIONS AND FABRICATIONS 5NW.L COMPLY WITH A.I.S.C. SPECIFICATIONS. 4" FROM agate N?ID v 4a' ac, FIURRIcrANE CLIP H-2.a 8'-0" THRU W-�10" 2x4 16" 7/1e' STRUCTURAL ROOF SIIEHITHIIIG U-HANCF�t aR EauAL 0 4B" ac. CONT. 2x4 SCAB FROM TOP TO FASTENING SUBJECT Tb MOITRIRE SHALL BE NOT- GALVANIZED TO ASTM A--153-80. 2x4 6AR0E RAFTER caNT. ►►FOR X-BRAMGa SERVE As NANNER ppoylDE CLIP FOA 400 Thr. ��• %� 10'-0' TFI1U 14'-0' 2X6 16" - 1 gTpµs BOTTOM CHARD OF COMMON OF LATERAL SHEAR =�=� �.�':��• 7) SOLID BLOCK ALL JOIST AND RWtETR5 AT PONT OF SUPPORT. I a:ussEs a 24- D.C. 14'-1' THRU 18'-6" 2x8 16" I 1 I FASCIA BOTTOM CHORD OF CABLE ,c. f SPM. "SIMPSON". STRAPS • 8) GRADE OF LUMBER TO 8E USED FOR THE FABRICATION OF STUD WALLS MAY 1E SPF t2 1 1 L ted NAILS v a' D.C. ENO Tltuss '�, O 32" 0.G w INSTEAD OF SYP 12. O Ir-p' O.Q 70P CHORD OF CM1 [HND (3) 12d 2x4 X-BRACING �� 1,� 19'--0" THRU 22'-0" 2x8 12" I �. _ �� .f�� 2X10 12" I I TRUSS DROP 3_1/Y DOUBLE TOP PLATE �`- �� ���'� A l ***= THE PLATE HEIGHT REPRESENTS THE VERTICAL 20 SCAB CONT, TOP TO 1 M" v UNINTERRUPYED SPAN LENGHT OF THE STUD. BOTTOM MCCHEORD 0 4 fL 1 ; OPENING IF HORR. CONTINUOUS BRACE CAPABLE O F FROM 1 SCHEDULE "I3" - MISCELLANEOUS FAS NING SCHEDULE TRANSFERING LATERAL LOADS TO SEEM WALLS i �+T 4 ORD FROM TVP 2x4 eLoaONa o 46' O.C. tIETwEEN STRAPS, 'SIMPSON-, DOES EXIST. THEN THE SCHEDULE SHOWN ABOVE 1 I I BOTTOM CHORD •x-BRACING CABLE END TRUSS AND FIRST SPACE 0 32' O.C. d1N� CONNECTION FASTENER NUMBER OR SPACING DOES NOT APPLY. V" Is pr FST I I 1 (1' ADDITIONAL AN AT CAMMWN TRUSS (MAX.) I VERTICAL, IF LspiER THAN 41Y TOP SOLE PLATE TO $TUR. END NAIL Bd COMMON 2 1 1 TD FORM AN "L' SHAPE) CANT. 2x4x6'�12 SVP. LATERAL d� 8d COMMON 4s 12d NAILS (TrP ; I I i BRACE • 4e as STMQ. TO SOLE PLATE. TOE NAIL x-GRACING �E p OF 12d NAILS W a DOUBLE STUDS, FACE NAIL Od COMMON 24" O.C. � �L DOUBLE TOP PLATES, FACE NAL Od COMMON 16" O.C. L 1 TOP PLATES. LAP AND INTERSECTIONS FACE NAIL 2-16d OR 3-10d COMMON (2}2X4 TOP PLATE 190METRIC yew SHOE PLATE � ' CONTTNNOUS HFAL>F:1R, TWO PIECES 8d COMMON IB' Q.C. ALONG Fi4. EDGE SCHEDULE "D" CONT. 2x4xa' SrP SHOWNlQ I.ATE1tAL BRACE 1'0 W . FTRAMING SCHEOULE FOR OPENINGS SHALL BE AS FOLLOWS FOR ALL LOAD BEARING WALLS " LATERAL BRAC 0 4a- D.a 2x4 STUDS v it aC. �E � T� PLYWOOD dt PARTICLEBOARD SHEATHINOL- _ EXCEPT AS OTHERWISE NOTED ON THE DRAWINGS rale OSB a 1rt. 2x4 BETBLOWEEN CNG r 48" Q.0 --PLATF�(11 FRAMINOii- SUPPORT BEAM OR � Z NAg3D ON a/12" BETWEEN CABLE * FIRST TRUSS ROOF - 7/16` OR GREATER 8d COMMON 6" O.C. EDGES Jt OPENING WIDTH IN FEET CLIP A+��4oco I�: TOF S>OeAR. GIRDER PER SHEET �I S-2 M < 8" O.C. INTERMEDIATE UP TO 3'-0• 3'-1" THRU 6'-O• 6'-1' THRU 10'-0" a O WAIL - 7/16" OR GREATER 8d COMMON 5" O.C. EDGES A * L * (3)-2x8'e (3)-200's (3)-202's PLATFORM FRAMING,tAH"-, 2• D.C. INTERMEDIATE JAMB ** USE TWO (2) STUDS OF THE SAME SIZE AS THESE OF THE WALL BEING CONSIDERED GABLE END DETAIL D " ~�4 1 FLOOR - 3/4" T&G PLYWOOD Od COMMON 6 O.C. EDGES A nLT;.) {C�� •'c? �, JOB NUMBER 12' O.C. INTERMEDIATE * TWO (2) PLATES WITH A 1/2' PLYWOOD FILLER MAY BE USED INSTEAD OF STUD TO STUD STRAPPING Na '�4 r= . r �Q► . THE THREE (3) PLATES MENTIONED ABOVE. � LENGTH OF X-BRAOMIa MAY (N.T.S.) � � �v'��G : `I•-' NOT EXCMD 10 k.. IF LENGTH DOES 'u * OR SEE SHEAR WALL TABLES ON SHEET S-2 do --3. ** = STUDS SHALL BE CONTINUOUS FROM TOP PLATES TO SOLE PLATES. EXCEED IQ H., ADaTNaNAL SCAB IS REQb. 0 SHEET NUMBER S-40F S,..-,4 ELECTRICAL KEY pp'A IN071~ELECSYM] lit Y f$ SINGLE POLE OUTI ET E DUPLEX CONVENIENCE OUTLET $ c a PU DUPLEX OUTLET ABOVE COUNTER in 3 PCEw, WEATHERPROOF DUPLEX OUTLET g 15 �$ GROUND-FAULT CIRCUIT INTERRUPTER DUPLEX OUTLET HALF-SWITCHED DUPLEX OUTLET !—,�i # ® SPECIAL PURPOSE OUTLET/.JUNCTION BOX DUPLEX OUTLET IN FLOOR r 220V 220 VOLT OUTLET ® OVERHEAD DUPLEX WALL SWLTGII 3 THREE-WAY MITCH F"►-4 FOUR-WAY SWITCH o I�+-R RHEOSTAT SWITCH c� I++► DIMMER SWITCH DM D QQ REINFORCED JUNCTION BOX CEILING MOUNTED INCANDESCENT LIGHT FIXTURE WALL MOUNTED INCANDESCENT LIGHT FIXTURE (� - RECESSED INCANDESCENT LIGHT FIXTURE W4 I RECESSED ADJUSTABLE EYEBALL — = INCANDESCENT LIGHT FIXTURE �} INCANDESCENT LIGHT FIXTURE 1 `0' PC WITH PULL CHAIN EXIT LIGHT Q EMERGENCY LIGHT 1 FLUORESCENT LIGHT FIXTURE L7 FLUORESCENT LIGHT FIXTURE T WITH PULL CHAIN TRACK LIGHT (� EXHAUST FAN(VENT TO EXTERIOR) EXHAUST FAN/LIGHT COMBINATION (VENT TO EXTERIOR) UNDER CABINET LIGHTING EXHAUST FAN WITH HEAT LAMP F v 22 (VENT TO EXTERIOR) r, CHIMES P8 PUSHBUTTON SWITCH ima I( SMOKE DETECTOR S �.i ® a a 1 I I HEAT DETECTOR ® CO2 DETECTOR 1 FLOOR PLUG TO BE 1 #PLACED BY�� i Q THERMOSTAT 1 \ Z SPEAKER GFI �'- % i i i p PHONE(1-CAT3) I 1 i• 1 DDC i i 11 DDC(i-CATS, i-RG6) MDC(2-CATS,2-RG6) i 11 `; !1 \� �-\_ .••�' i i 1 I I j �•� %• .� j � ELECTRIC METER � ••� � � GM 1 i � � I I .•� � \ � i � � _� ELECTRIC PANEL . - -- ��� %� l� ! ��� i i ii i ;�` 1 1 \� CEILING FAN PREWIRE (PROVIDE ADEQUATE SUPPORT) L WP At __ TAE _ -- � � �' n+ .r. �- � .—._ �/ CEILING FAN/LIGHT PREWIRE ' - �I `•� —r, TILE ., �' -.-• ______ -__ --_ �./- �.� (PROVIDE ADEQUATE SUPPORT) GFI - _._._•--'�-! TILE CARPET ------- ------- ------_- ! \ ECH ELECTRICAL NOTES: 3 _ -_� z...... �;` :��. ,5i ..._._—•..' ;' _._._._._.�._.� SEGJRITY PANEL ;• .�_� LEc� t • +. PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE }. DETECfQRS A5 REQUIRED BY NATIONAL FIRE -;� =�_,; _i'r. '�i I 1 I _•i - -- \.` j Jr L LTAGE - PROTECTION ASSOCIATION(NEPA)AND MEETING THE REQUIREMENTS OFALLGOVERNINGCODES "•� .„l;.z f ,�! ` i -- -------------�-- ---__-_ �1 PROVIDE AND INSTALL GRWNDD FAULT •1•-' - •,•r•:.�.-,.�'.', , .• 2. CIRCUIT INTERRUPTERS (GFT)AS REQUIRED BY ® DDC ! 1 NATIONAL ELECTRIC CODE(NEC)AND MEETING THE I I TILE CARPET REQUIREMENTS OF ALL GOVERNING CODES. . ELECTRICAL CONTRACTOR TO PROVIDE REQUIRED 3, DIRECT HOOK-UPS/CUTOFFS. HVAC CONTRACTOR TO VERIFY THERMOSTAT Ti :; , "„::r,,. .: i •�' G i I i 1 i �•�.`'�.\ i 4, LOCATIONS. �- s•:`- 1 �•—._.— j i j % 1 '� .• ; / ALL ELECTRICAL AND MECHANICAL EQUPMENT(I.E. y. ..— \ i' S- FURNACES,A/C UNITS,ELECTRICAL PANELS,SANITARY :�_.;; .`.•� :--•+�.•:"_�- \ � I i SUMP PITS, BRAIN TILE SUMP,AND WATER HEATERS) �. 22D I i ~''�.-.-�' • �. ! ARE SUBJECT TO RELOCATION DUE TO FIELD Q CONDITIONS. CARPET fILE UNDER CABINET LIGHTING t �.: 1••; - ..` I �.--�.� K: O ► ELECTRICAL DEVICES: ABOVE FINISHED FLOOR: SWITCHES OVER COUNTER .......... 48”TO CL WALL OUTLETS OVER COUNTER ....... 48"TO CL REMAINING SWITCHES ..... 48"TO CL t WALL OUTLETS 16"TO CL GF10 BATH VANITY BRACKET OUTLET - i (1"ABOVE TOP OF MIRROR) ...... 88"TO CL DDC WATER SOFTENER AND SUMP OUTLETS 48"TO CL TELEPHONE OUTLETS .............. 16"TO CL TELEVISION OUTLETS .............. 16"TO CL EXERIOR GFI OUTLETS -.__. _ ____._ •-_-----_-_____ 16"TO CL GARAGE GFI(ABOVE GARAGE FLOOR) 48"TO CL FRONT DOOR COACH LIGHT ......... 84"TO CL � GARAGE DOOR COACH LIGHT, 4 (ABOVE GARAGE FLOOR) ....... 84"TO CL x DINING AND BREAKFAST FIXTURE ..... 64"TO BTM OF FIXTURE FOYER AND STAIRWAY FIXTURE ...... 96"TO BTM OF FIXTURE z THERMOSTAT ................... 54"TO CL A DOORBELL CHIMES ........... 84"TO CL w o MAIN FLOOR E DOORBELL BUTTON Rte,DL.E KITCHEN WALL HUNG MICROWAVE SCALE: 1/4"=1'-0" OUTLET 76"TO CL LL g? KITCHEN DISHWASHER RECEPTACLE ... UNDER SINK ti g� KITCHEN RANGE .................. 24"TO CL �.•: q. � �,- KITCHEN REFRIGERATOR 48"TO CL pmp WASHER/DRYER OUTLET ............ 48"TO CL • JOB NO. 05-BI-009.3 CL=CENTER LINE 1 = FIELD VERIFY Marathon 2=MASTER BATH STANDARD 30"HIGH Key VANITY TO BE RAISED 4" SHEET TITLE SHEET MAIN FLOOR ELECTRICAL E1 . 1 a Its a oil SHELF @ 80' Ln l i up, a 1'9'CA IINET 1'9" BINET _At 45" 450 ._.._._.. 90 _ 1 s ° en m I 1 EE=111 o MASTER BATH g1 _. 44.1 scau�: u2°=r-o� 1 0 0 1 !2 Q 0 0 1 FIREPLACE i t FINISH BY I BAILORfu - } , ■ 1' -- ! . ° 7V SPACE a ' i to #3.BATH 2BATH GREAT ROOM BUILT-IN -31: _......._. — ----------- _ ...... _ _ - ._... _ -- __. i �r ''_......._-._._�.----`_.--_-- -._.._.�_-- .'.__._..._._,_......_.._._ ^_......_....-_-.__._�_...__._.Vit__..--"_._- _...._....... t ------------- Y a MICRO Tx-, r REFi O f � � I �_ - - - - - RANGE _ ._ _. _. ._. - - w - • JOB NO. 05$1-0093 n, i � / Marathon j Key C 4 i SHEET TITLE, SHEET 5" 2`-oo 3-3" INTERIOR --------_.._...----..------ ----_._T._.__.._�_�r—___—......_.__....__.....-�•_---.........._...__...--�-. _..�._..._..� _veELEVATIONS .. A2°6 r EXTERIOR ELEVATION NOTES ° [NOTE EXTELEVI CONDITIONS MAY VARY FOR 1 I. GRADE CO INDIVIDUAL SITE FROM THAT SHOWN. s BUILDER SHALL VERIFY AND COORDINATE PER ACTUAL SITE CONDITIONS. 2. PROVIDE ROOF AND SOFFIT VENTS AS REQUIRED BY CODE AND MANUFACTURERS SPECIFICATIONS. 12 8 N ASPHALT SHINGLES o 9'-1 1/8"PLT. d' 3 1 - - ----•---------- e FRIEZE(lYP) 12 ± ! 12 7 W f oz I; 4"TRIM(TYP) 7 ■ p w 12 ASPHALT SHINGLES 7 j tr► C) ('-0"F.F. ASPHALT SHINGLES" IT-11/8"HEEL f 8'-1-1/8"PLT. f" 4 TRIM(TYP) 4"TRIM(TYP) 1 PL LAP SIDING (TSP) ! cc i I i _.. V4 FIN.R.lb -. ---- GRADE cu Rear Elevation au V fu 0 fu 4=J fu 4"FRIEZE(TYP) fu 4"TRIM(TYP) ASPHALT SHINGLES 9'-11/8"PLT. 0 i 12 i 71 ASPHALT SHINGLES ' i LAP SIDING i IW F.F. ' lU'-11/8"HEEL14'-11 /8'PLT � 8'-11/8"PLT. ,� g LAP SIDING 1 .0 0 LAP SIDING s Li r i 0'-0"FIN.R. ��_..._._ a-0 �N� T � GRADE GRADE a a ■ ■ JOB NO. 06-Bl-m Left Elevation- Marathon SW:1/14"=1'4r Key SHEET TITLE SHEET REAR$LEFT ELEVATIONS A2,5 L 6A r EXTERIOR ELEVATION NOTES 1. GRADE CONDITIONS MAY VARY FOR INDIVIDUAL SITE FROM THAT SHOWN. R BUILDER SHALL.VERIFY AND COORDINATE 4"FRIEZE(TYP) PER ACTUAL SITE CONDITIONS. 2. PROVIDE ROOF AND SOFFIT VENTS AS $ REQUIRED BY CODE AND MANUFACTURERS 12 SPECIFICATIONS. 8� ASPHALT SHINGLES 4'-11/8"PLT. 0 0 W BOARD AND BATON 11 Ll � 2 x 6------� �^ SHAKE SHING bkp SIDING 4"TRIM(W) V-0"F.F. M w w ------ V M 10'-11/8"PLT .".. w � LAP SIDING - 1 n SHAKE SHING ® ® s � xF 8"BAND(TYP) V-0"FIN.FL GRADE (GRADE FrontElevation SCALE:1/4"=1'-0" x 12 fu g-11/8"PLT. ASPHALT SHINGLES fu mv j i 12 O 7 n� i SHAKE 1 ASPHALT SHINGLES ASPHALT SHINGLES 9-V F.F. 12 110 __..._.._ 1D'-11/8"PLT 8 -- - - -- 117-11/8"Ply _.. g 7-11180 PIT i 4"FRIEZE(nP) f o KELAP SIDING LAP SIDING LAP SIDING I i 4"TRIM I � A 0'-0"FIN.R 94"FIN.FL GRADE ; $ Right Elevation. �_ __� _ __Wu . __ ■r SCALE:i/4"40 ■ JOB NO. 0"1-0093 Marathon Key SHEET TITLE SHEET FRONT&RIGHT ELE'"nONS A2.4 r Q • � ra "7 MA sea C , 5 i ! ? t121 10'-11/8"BRG 10'-11/8"BRG ® �� $g I aCLI I t I 11 q I I � 1 I I I CL I t 71 1 8:12 8:12 13 ^ SLOPE SLOPE I I I 3:12_ n SL-OPE rir I I I I W - z '\ N -- 1d-11/8"BRG 1:11 -- ------ 13 - FIr -----------.-__._...__ L4 - --------- ---------- --------- --`J"' - --------- --_ iIle 2ND FLOOR g-1118"BAG Y• �� O INS 4=mJ _ a i 1 REM fu - < co FINK ATTIC TRUSSES .�~ - • 's; ENGINEERED FOR LIGHT . -•,fyr ... .•7: - STORAGE I ':._•-, nk .� - - ri+. R1" •• -- -------- --------- __------ - ---------- ------� RIDGE .. i 1 1 1 8.12 8:12 1 I SLOPE SLOPE _�-�- 19-11/8"BRG 2ND FLOOR 7-1118"BRG I i I t 4 _E � � .• ROOF LAYOUT � SCALE: 1/4'=1'4" ti J .r dg I 4m E C LL W L • JOB NO. 05-61`•0093 Marathon Key SHEET TITLE SHEET ROOF LAYOUT A2.3 L A !r Q ...- ._._..-._..-._.... --------- = - -•81u _ _ _ -•..fit t 1 t � � 1 SH$050 Qi r � � 1 i = V) Q I � I s 12"FLAT r -- ---------- --------- ' L T J -------- --------------- BEDR OM 4 1 1 CATri � I � � i 11'-Y xE r-r 75 JYT", (2) 4 WINDOW 1 ! a a ` . ---------- ---- I SEAT "41 SEAT i 1 • __ ______-_- ----____-- ----___--- i ------- -------- -----___ _ _------ - ------------ ---------- /, 1 I I 1 1 --------- ---- --------- --------- ---- ---------- i UNFINISHED ATTIC SPACE ' ` 1 1 1 s tl1C ; I Oar TO BELOW9P CLG. v 1 i f 1 ? fn 3 f i 1 � '„'s �LL; i � 1 ■ � 1 ' i + , L_---------- __--'- __-___-__ -_-________�___ _� ----------__---__ j _____ ________ _______________�_____ __________ D,$ Ir FIAT 27M - - BATH 3 n� I r -vt 1�0 � 1 5'-"X 9'3' �'ATH®RAL i s BEDROOM 3 ! ! z zoba 1 � + 1 -------------------------------- -------------------- ` _....__.. 4020 GLIDER i s 84"A.F.F. I 1 i lir•�-7" j 32•0'a —__ -- ---.-----•--_..__-.._____._.—...___._--_..-.....__� r� '} � ___.__-__.� —.--.._._____........ -.._._.. �G•'a';��2 i _.� SECOND FLUOR PLAN i 0 SCALE: 1/4"=1'-V { � a E � a _ci � � R n AREA TABULATION MAIN FLOOR PLAN1718 SQ.FT. 02 SECOND FLOOR 584 SQ.FT. TOTAL A/C AREA 2302 SQ.FT. SOB NO, 05-61-0093 FRONT PORCH 178 SQ.FT, Marathon LANAI 108 SQ.FT. Key GARAGE 472 SQ.1 1 . SHEET TITLE SHEET SECOND FLOOR TOTAL AREA 3060 SQ.FT. PL A2.2 `. .�i MAIN FLOOR NOTES _ [NOTE—FLOOR] I]! 1. WINDOW GRILLS ARE,STANDARD IN FRONT 'S $ AND SIDE ELEVATIONS AND REAR ELEVATIONTO BE CLEAR GLASS. F' 2. ALL UNDIMENSIONED PARTITIONS( 'Iyg 2 ARE 3 1/2" ROUGH. iCu 3. ALL ANGLED PARTITIONS ARE 45 DEGREES UNLESS OTHERWISE NOTED. 4. PROVIDE MINIMUM 2-2x12's w/1/2" PLYWOOD FLITCH PLATE AT ALL EXTERIOR WALL OPENINGS AND INTERIOR BEARING WALL OPENINGS UNLESS OTHERWISE NOTED. 5, 3-2xWs MIN.AT EACH END OF ALL BEAMS AND GIRDER TRUSSES UNLESS OTHERWISE NOTED. ALL SUCH CONCENTRATED LOADS SHALL BE TRANSFERRED TO FOUNDATION VIA BEAMS, POSTS AND/OR SOLID BLOCKING. o 6. ALL EXTERIOR DIMENSIONS ARE TO FACE OF STUDS UNLESS OTHERWISE NOTED. Pu q32;-2" 7" $'-I" ' 7. ALL TRUSSES TO BEAR ON EXTERIOR WALLS AND/OR GIRDER TRUSSES UNLESS 8-0" 111-7 . _.. -- OTHERWISE NOTED ON FOUNDATION PLAN. : v .-----..-----------•-.__--_ -------- --_-._ r..�_ _._.>.---- fir.-......_....._..r..:-....._--.--•-fir___.-...-.. _._..._...._. c___.._..._.._...__-......._,r i 8. TRUSS MFG.TO SIZE MEMBERS, FASTENERS, HANGERS&SET SPACING FOR ALL .._..__...__..._..._.__.._...___........_ .._.._._...___.._..- + TRUSSES. } 9. WINDOW SUPPLIER TO VERIFY AT LEAST l ONE WINDOW IN ALL BEDROOMS TO HAVE ; � ■ 1 A EGRESS OPENING FT. W CLEAR G NG OF 5.7 SQ. WITH MIN. DIMENSION OF 24"IN HEIGHT AND { 20 IN WIDTH; SILL HEIGHT NOT GREATER i I i aDM ! BUILT-INS ! THAN 44"ABOVE FLOOR. i SEE PAGE A2.6 '• I "y 10. BALLOON FRAME ALL EXTERIOR WALLS } + EENED ENCLOSURE (ABOVE 8'-1")TO UNDERSIDE OF ROOF SHEATHING- PROVIDE FIRESTOPPING ^ ! 96"X 8"GLASS BOK A.F.F. Hj060 f s f .W. EVERY 8'-0"VERTICALLY IN WALLS>8'-1". x 54'A.F . 96"A96"A.F.F. ' S __._,...�-_` -...�__._...._._.ic'.f_ i i S • � FIREPLACE ! ,-- � 11. ALL HANDRAIL BALLUSTERS TO BE SPACED SUCH THAT A 4"SPHERE CANNOT -- - PASS BETWEEN BALLUSTERS ..-.-.-_------- . ,. ; 12. ALL ELECTRICAL AND MECHANICAL m L/S 1 i # ,,, EQUIPMENT&METERS ARE SUBJECT TO I I i ---T�- n t RELOCATION DUE TO FIELD CONDITIONS; BREAKFAST NOOK / I I �,�-______._..__•_____.____.___- -- _--_-� � l w DI5P. I I I CONTRACTOR TO VERIFY. ' ? 10'-b"CLG �' RANGE og 0 i I I P ; 13. FOR ADDITIONAL NOTES SEE GENERAL - ii LANAI 1a- l x 13'-0" D�" � i GREAT ROOM I NOTES ON TITLE SHEET&DETAILS. uj i { . , 14. TYPICAL WINDOW HEAD HEIGHT SHALL BE ger 1 1014"0.G. :., ? 101/2"h WALL ® - s i i 104"CLG• <^ 96"ABOVE FINISH FLOOR(U.NA.). 9 M 8'-0"X 13'-e '�' a " " F't I I 15-0"X 18'-8° ' i ; m w/15 BAR TOP 24 ;; I I ! 8'-1"X 21'-5" 1S. WINDOW MANUFACTURER TO TEMPER ALL N I ------_ . .__. ._-_. W - , Des KITCHEN DINING ROOM �� " �__-___.___.----_- - -.-_ - f i �'. 9'-4 CLG. WINDOWS 2 WITHIN DOORS,OVER TUB& ia-V aG• 1a-0"CLG. ' FRONT PORCH SHOWERS 7 WINDOWS WITHING 18"of THE m 19-6"X 16'-0" } � FINISHED FLOOR. BC REF SP 1144 , i " 3 ; I H _.__._...._ _.._-._....-_..._.•-... -- - .. _._....__.__....._..._.__. 10 ROUND I 6080 SQ.OPG. ! --COLUMN I • r ,OPEN HANDRAIL868 SC 4 r - KIDS NOO -moi W4r CLGp TECH ARE FOYER r big`" : ; v► _. CU � Y -,v ,.- i•'.. of / i Y-8 x 5'-6 .iv 1 CLG ) t _ ------DB1. ------ a 2 STORY ° .. i PANTRY r~, " '" T-9"x 5-2" f 9CLG. i IO,!2 ! i I ( }.~. ' la'V �J..V. 3000 SQ. + I 1 - v,�+..i rr..n.r.� —rr..rr.r---- ------ -.7 — — �• ___ _ a .•, 1 ,r1. {I w-, , :„ t iPJU rAa� x. !i c .,•y�j� r 41 71 LITY r ; , � ,= I I -�` cn , 2068 ; I I '�'r■� GARAGE rv; 190 CLG- } ' 1 _. _.._.......__._..... 11 � �'- CLG. I s T-80 r :-4;0 ` 5-8"X 6-1a' .±--•�-•- �`'� f 1868 2068 21'-0"X 19'-5" DRYER/ i 2�„i ' "._ ._. ' PKT. 80 r + L a SPACE I _ i,� -4 c - 66ePKT -�EDROOM 2 �� . : I fu 4. .. ._ i _ - ...-__.._.. 2 :::._..,.,•-. 12"x 1 ° __ ,~ "__v._._- i z4" �j is-0•aG. , FINK ATTIC TRUSSES I / - _ 12-6 X 13'-V i :�••, : . OVER GARAGE r1 FLAT ' _._� ..... BATH 2 _._.._..._.._._._..- ,._.....__ WH i rtfu 9'CLG. 1 I •�`'� '.' `\ i s 12'-1"X 12'-0^ 5'-9"x9'-2" I s 101-0 CLG. i j fJ ::i '^ :::•r: :: .r.r. . ` STORAGE U i -�' z 1 MASTER SUITE D S ,, ; s-r x 6.0 j j I CATHEDRAL a 14' 4"X 14'-11" __.......__ ._. ____.___ _-_- I48'X 54- GLASS BLOCK i I 96" F.F. ! i 3030 GLIDER j 96 �.F.F. i PLANT SHELF I i . rF?F. F.F. --___..._........_-._....._._..._...-.__.._._._...__._------__-__........_---_..._.._.._....._......_ ' SH30b96`�1. %2, 2'-10 9'.,5 Z-10" 2'G'' _ __._.. -IU' 2'-4' fit; ; i l 7 r' MAIN FLOOR PLAN I~ SCALE: 1/4'=1'-W X A i s � Q � AREA TABULATION i LL , MAIN FLOOR PLAN 1718 SQ.FT. µ 0.2 0.W SECOND FLOOR 584 SQ.FT. TOTAL A/C AREA 2302 SQ.FT. ■ JOB NO. 81-00m �1 FRONT PORCH 178 SQ.FT. Marathon LANAI 108 SQ.FT. Key GARAGE 472 2 SQ.FT. SHEET TITLE SHEET TOTAL AREA 3060 SQ"FT. MAIN RDOR PLAN A2. 1 FOUNDATION NOTES [NOTE—FOUNDATION] V >s8 Rp 1. STRUCTURAL FOUNDATION PLANS SHALL 9; a BE BY OTHERS. SEE STRUCTURAL & .B ENGINEERING FOR ALL STRUCTURAL DETAILS AND NOTES. 2. SLOPE GARAGE FLOOR 1/8 PER FOOT TO 3EE OVERHEAD GARAGE DOOR OPENING. a 3. 4" CONCRETE SLAB W/6"XlY x10"/10"W.W.M. OVER 6 MIL VAPOR BARRIER OVER CLEAN L 1.2 WELL COMPACTED(MIN.3000 P.S.I.) TERMITE TREATED FILL. (3000 P.S.I.) FIBERMD(OPT. 4. CONFIRM ALL INTERIOR BEARINGS WITH TRUSS ENGINEERING OR CON/.FRAMING PLAN. S. SUPPLY SEPARATE CONDUITS TO ANY c ISLANDS FOR GAS AND ELECTRIC. . $ 1 6. CONFIRM ALL FLOOR OUTLET LOCATIONS WITH BUILDER AND/OR HOMEOWNER PRIOR TO SLAB POUR. u9 7. GENERAL CONTRACTOR TO PROVIDE SLAB al, CONTROL JOINTS FT. (gFIGTION N i _ ..._.. _ ............. .._._�._....._W. ® 2-STORY FOUNDATION V) CONFIGURATIONis i I _q i 2G'9' - -r .f , _ -----_. .___._.-----.--..._._.__ r�.......__-----------..-_._.__.._._. ._. ...---- -----------------------------------------7 n , f I1Y AD.1 1 1 —.-----.....------------------------ F�000� tal' 1 i 3 I I ---- --------------------- �•-• A p ------------------ L ------------ I 1 $ . -_....._. . __.__._.-W .., 1 1 - -------------- 1- j ( i ; ADA 1 --------..--- -i -r ---_.,,.- ------------a--- -- -^-^---- -- -- -----f-------------------------- I Ir i 1 1 I BLOCK CHANGE BLOCK CHANGE ? ' ; SINK W/DISP. ® j I I I i j �. _ i_m__..._.__-----__-____._--- - -_-__-_- -____.-....__.1-__... .-.1-----•---•..__-_-_r��E-I»-.____--F- I ® I I I FLOOR PLUG TO BE 1 *PLACED BY HOMEOWNER SLOPE-1" I 1 AD.1 i AD.1 = l f i 9 I i Z4' NC.SLAB w/ 36'X�fi SLABW/DRAIN REF. __..__...__.._ QNFOQVERypPORBARRIER f AD.1 i I i SPACE = OVER CLEAN COMPACTED 1 I 1 , , , TREATED Fill 1 1 1 L------------- _L _1 ------- I 9 1 I STEPS TO GRADE AS l . I i i REQUIRED BY CODE r-------------- ---....»---•--------------------- — -0'-51/x" -• �:::=� .- :. .,.,;•.•1 I I I 1 --,.: : ..;. i �; ■ www I j :-.,•r•:fir: '. - - _- .'. I I I I , I I _Y.;.:_�'��:•` } I l 1 tri is�• .:�:••.M. - __ v 1 1 , , I -0'-0'FIN.FLR 1 '• ` ..• _ 1 1 j STEPS A5 REQUIRED BY CODE 1 3'-lti',7" I i VERIFY INTERIOR BEARING WALLS WITH I BLOCK CHANGE i , I � ; I I = ENGINEERING , :. Y.. s I TRUSS I 1 1 SP i ='.;Ao.i 5 i I '''"• 1 ' I l xYvs , 1 i i 1 I :4 r = ;;y••:_ ..1 i � � I 1 .,..�_.__.__� � j .. . _ ^s � ( 1 AD.1 � I i ._ �•-•-.._.....-----...__.._._._---------••--T• I I i I v,�._.... .. • a5- j j 1 , 0---^------^------•-•------------------ . ...------.» ..r ------ --}---�_E-.1 ! I r- - ----{ ----- ------- --?----^-- -----•------------__. .. • t 1 ._, ---- ----------- --- ----- tl -- r-.,.,......--_--^-----------_--�.«.«.----------------------------- �- -------- -i -L--------------------------------- BLOCK ......---__-... . .._-_-------�---� �-----------. ------- --__ .. ..-_ -___---,--«...._...,..�.........--------_. --------------- I I 1 i i BLOCK CHA ------------------------------ ------- 3 ? i 3 1 � a VENT DRYER THROUGH SLAB ! I I , i i ! t 'r 'n i ;, � 31-0161 q t I. S i T' F r• I � i d r � a i 8 FOUNDATION W 02 �iGifiiili.MlAYWwlfi • JOB NO. 055-81-OM Marathon Key SHEET TITLE SHEET FOUNDATION A2.D j r ;5 Periods only used on one word abbreviations,I the abbreviatlon .9 is a different word by itself,e.g. ARCH.,BIT.,and LAM. SHEET INDEX SID ABBREVIATIONSGENERAL NOTES -t Sareu al�u9�w1>�ab >�ng multiple words,,Ul> , are very common without periods,e.g. AFF,HVAC,R/A,and WWM. € ' A.S. ANCHOR BOLT FAS FASTEN(ER) PAR PARALLEL ARCHITECTURAL 1. AN work performed shall comply with all applicable LAaal and State Building wades, 5. SIDING a ROOFING A ASV ABOVE F F.B. FACE BRICK P P,LUD. PARTICLE BOARD Ordinances,and Regulations and all other authodttes having Jurisdiction. A/C AIR CONDITIONING F.B.O. FURNISHED BY OTHERS PC.CONI. PRFCASr CONCRETE ACC ACCESS F.D. FLOOR DRAIN P.E. PORCELAIN ENAMEL AO.O COVER SHEET A. Vapor Barrier shall be applied on all exterior walls. Install as per manufactwees ACT. ACOUSTICAL TILE(CI.G) F.E. FIRE DRINGI>SfER PED PEDESTAL(SINK) requirenteris. AFF ABOVE FINISH FLOOR F.F. FINISH FLOOR(LINE) PERI PERIMETER 2. Minimum design bonds: A.D. AREA DRAIN F.r- FIXEDG� PKG PARKING A1.1 INDEX, ABBREVIATIONS, SYMBOLS AND B. Install#15(min.)feat under all shingles. ADD ADDENDUM FG. FIBS PL PLATE(FEIG M FLOOR: 40 P.S.F.Live LoadADH ADHESIVE FIN FINISH P.LAM. PLASTIC LAMINATE GENERAL NOTES 10 P.S.F.Dead Load C. Nails only to be used for roof d*xje attachment. AD] AD3USTABLE FLG FLASHING PLAS PLASTER No staples allowed. AGG AGGREGATE FLR FLOORING) PNL PANEL - ROOF: 40 P.S.F.Lim Load A.H.U. AIR HANDLING UNiT FWR FLORESCENT(LIGHT) PNT PAINT(ED) �u 10 P.S.F.Dead Load D. Flash all roof to wall conditions AL ABOVE LANDING FN FENCE PR PAIR(OF) LAYOUTS pp ALT ALTERNATE FND FOUNDATION PREFAB PREFABRICATE] lI� pa Verify design bads with local Builth codes and conditions.Refer to Structural E. Gutters to be 5"(min. .27 aluminum with baked enamel finish. Downspout to be 4" ALUM ALUMINUM CCESS PA F.D. FACE OF P5F POUNDS PER SgIARE FNCH Building ) DDw"� A.P. ACCESS PANEL FP FIREPROOF A2.0 FOUNDATION PLAN Engineering for all structural details,specifcatlons,and notes. .20 gauge aluminum with baked enamel finish. APX APPROXIMATE PSI POUNDS PER SQUARE INCH FPHie FIRE PROOF"°�TIBB PTN PARTITION A2.1 MAIN FLOOR PLAN nI: ARCH. ARCHifECI'(IIRAI) FPL FIREPUKP P.T. PRESSURETREIITE?(WOOD) `SPH ASPHALT FR FRAME(OXING) Pv PAVE(D)OR PAVING H L lea 3. CONCRETE 6. INSIIIATION A22 SECOND LEVEL FLOOR PLAN A.T. ASPHALT TILE FS FULLSZE PVC POLYVINYL . ARiDE(PIPE) ._.-.-......... _. ........._ ._ ..-.._._ AUTO. AUTOMATIC FTG FOOTING PVMT PAVEENr A2.3 ROOF PLAN -- AVG AVERAGE Flit FURRED(iNG) PWo PLYWOOD A. Foundation types and designs may vary with the individual peltir alt says Conditions on A. Provide R-11(Min.)batt insulation in all exterior walls and R-19(minimum)blown radon each lot. The Architect does not warrant or guarantee this building design In locations (or batt and blown insulation)in all callings or rafters adJaaent tD the exterior or tD unheated So �p BASE e. GAUGE GYPSUM(WALL)BOARD Q.T. QUARRYTILE A2.4 FRONT & RIGHT ELEVATIONS /"4�ON$ { `+ where inadequate soils or landfill occurrences require special or adtikiDnal design for spaces,plus R-19 at exposed floors. All insulation m meet HUD minimum property specs BF 81-FOLD(DOOR) G.C. GENERAL CONTRACTOR i structure or gas mitigation due to these oDOrrences. R-11 baits at fireplace chase walls and under fireplace unit. err. B[ruMlNais GD GRADE oil cRADBaG R wA N STAIRS) A2.5 REAR & LEFT ELEVATIONS AIR W OLKG BLOCKING G.O.O. GARAGE DOOR dPE�ER » fa BLDG BUILDING GFI GROUND FAULT INTERRUPTER RAD RADIUSRu � A2.6 INTERIOR ELEVATIONS BILK BLOCK(cMlk) GL GLASS OR GLAZING RBL RUBBLE a B. All design,revisions,engineering,Installation and liability of sol conditions,gas mRigation BLKG BLOCKING GLaG GLASS BLOCK R.D. ROOF DRAW and strarkural designs due to inadequgte soils or FandfNl oenre►cm s shall be the ON BEAM G.I. GALVANIZED IRON REFR REFRIGERATORresponsibility of the DETAIL SHEETS ' or Ws involVed the and7. ORYINALL GT GROUT REQ RE,aU[RFp installation of such;and the Architect shall not be subcontractors responsible t e 8BP BI-PASS(DOOR) Res RESILIENT RE i # implementations. A. AN walls to have)T gypsum and all calling to have gypsum or JT ceiling board unless e K B BEARING HOSE BILA ) REV REVISI011 RAISED ADA FOUNDATION & WALL SECTIONS � W 4Z"H 4Y HIGH Au noted yylg� RENF REINFORCED(DOi B.S. BOTH SIDES H.C. HOLLOW CORE RFG ROOFING B. Use water vesistant gypsum board for exposed walls and ceffing at shower and tub wall BSM BASEMENT � �I HD HEAD OR HARD R.I.B. REINFORCE RO CSN Bre( AD.2 ROOF SECTIONS x C. Contractor shall be responsible for size,location and Installation of revised steel areas receiving fi laSi enCIomm BTWN BETWEEN H.D. HEAT DETECTOR[R HIEIAW DUTY RLG RANGE ` rdrnfocbg AD 3 MISC DETAILS per local codes or specific soil conditions,whkinever is more restrictive. BVL. BEVELED HHowHARDWARE R&M RANGE w/MICROWAVE O.W. BOTH WAYS WT HEIGHT R p �H OPENING AD.4 MISC DETAILS 8 INTERIOR TRIM AND FINISHES to be selected by contradar. CAB CABINET H.M. HOLLOW METAL R.O.W. RIGH TOF WAY r+ D. Soil test must be approved by Geo technical Engineer prior to footing per• C.B. CATCH BA IN HoHR HOUR l HORIZONTAL Ras Roo AND SHELF(S) AD.rJ MISC DETAILS CEM CEMENT 9. DOORS a Wfflu 5 CER CERAMICH.R. HALF ROUND(WINDOW) SC SCUD GORE(DOOR) E. All Concrete footings are designed to bear on minimum sol pressure of 3000 p.s.f.and CIHAM CCF UBIC TZ HS HORIZONTAL SLIDER S SSo SOLE shall be placed on firm,undisturbed soil 3"-6"minlrnrn below grade. Cor�actor to A. Ali patio doors-operable leaf inside. Cl. CAST IRON FOOT HPG HEATING SD SMOKE DETECTOR �LL MVAC HFA7ING/VENTILATINWAIRCAND. SEC SECTION LL of local whichever,Is more pouredWali as regWred for SpeCNk sol conditions 6. Door and window infiltration shall be in accordance with local ordirmice and shall meet C.T R CIRCLE IN PIACI CDNC I.IL IRONIiNG BEARD SF S.F. FST G ° °°°(�°°� G� ELECTRICAL perfon-nance standards ANSI/AAMA 101-88 for metal windows DH-C40 for vinyl Windows CIRC CIRCUMFERENCE ' IA. INSIDE DIAMETER S.G.D. SLIDING GLASS DOOR and the CRF Shall not be hm than SS. C.I. CONTROL 30INT OR CONSTRUCTION]DWT SH IN LiEU OF ` ASH SINGLE HUNG 9HELF(V1NG) CK CALK(ING) I.M. INSULATED METAL SHTHG (DRAWING) L SHEET T CAULngINC)i E1.1 MAIN FLOOR ELECTRICAL PLAN CL CLOSET OR CENTER LINE INS DA � IOR'NINSUATED(RON) SIMILAR I m c�R cL F. All concrete shah attain a 28 day compressive strength of 3,000 p.s i. CLG CEILING TNT INTERSKL E1.2 SECOND LEVEL ELECTRICAL. PLAN SKYLIGHT g 8 C Provide il�ulat)rTg double glazing at all exterior glass areas and tempered glass in all sliding as ORE O SL SIDELIGHT DR SLEEVEG. Provide minimum 4"concrete cover at under slab utility locations. When concrete glass dom and in windows as per local codes. CM CENTIMETER(S)CENTIMETER(S) (° ) r(FLOOR OR ROOF) SNT SEALANT a SPC SPACER encasement of utility lines is required,increase slab thidmess at the utility line. Install CMU CONCRM MASONRY UNIT SPEC SPECIFICATIONS utilities lines well below slab. C.O. CASEDOPENING KD KNOCKDOWN(CEILING) SPK (AUDIO)SPEAKER D. Caulk at a6 sash,sliding glass doors,entrance doors and bottom plates(all sides of cob COLUMN KIT KITCHENopenings)Land head flash all windows and doors. COMB COMBINATION K0 KNOCKOUT STD STANDARD SIEEL H. Provide isolation joint material(asphalt impregnated)between foudation walls and all slabs CCONC (� KPL KICKPLATE(ON DDDR) SM OR STO STORAGE Including patio, porch and sidewaNs. KIS KNEE SPAS STSRU CONST CONSTRUCTION 1 10. HECHAWL a ELECTRICAL CONT CONTINUOUS LAM. LAMINATED) 'S TR SQUARE BtAL I. Provide"Zip Strip"or tooled control joints where indicated on the foundation plans. �R CONTRACTORCORRUGATED LAO LALOCATION sus SUSPENDED DIMENSION A. M dectrical and plumbing requirements shall comply with local bu ldkg codes. AN outdoor, CPR COPPER L B o. LarATTON ararrERs S.W. sHEARwAu c bathroom and garage wag receptacles shall be provided with ground fauk circuit protection. C OR CPT CARPET LIV LIVING 4. FRAMING Service panels to be(min.)20 ckullo 100 amp,110 VOL CRS COLRSE(Sy L.L. LIVE LOAD T TREAD(AT STAIRS)OR TILE CS+IT CASEMENT LP. LAMINATE-DRA5nC T.B. TOWER BAR LT LIGHT T.B.D. TO BE DETERMINED CST. CAST STONE L.T. LAUNDRY TUB TC TERRACOTTA DIMENSIONS ARE TAKEN FROM FACE OF STUD TO A. Laminated veneer lumber(LVL)shag provide the design Values equal to or exceeding the C.T. CERAMIC TILE LTL LINTEL T ci. TROWELED CONTROL]DINT FACE OF STUD,UNLES OTHM MSE NOM. following: 8 Provide gray box for washer and provide solid metal dryer vent(taped-no screws)to CiR CENTER OR COUNTER LVL LAM VENNER U*18ER(BEAMS] TEMP. TEMPERS(GLASS) extelor. CX CY CONN XTIOON LVR LOUVER W TONGUE "��^ 2800 psi in�9,F6TEL DEEP M M METERS) THK THIH� 285 psi In Horizontal Shear,W C depth mr AN sewer and water sleeves to be depth separation as per local code blow adjacent MAX THR THRESHOLD >% 2,000,000 psi In Modulus of Eh lty,E finish grade. D 12 D DRYER,OR DRAW MAS MASONRY B. Unless otherwise noted,all dimension framing lumber shall have an allowable bending DECO DECORATIVE MC MEDICINE CABINET T.O.C. TOP OF MASONRY F TE I DBL DOUBLE MATT MATERIAL T.O.F. TOP OF FOUN DA71ON stress+875 p.s i., 1000 T.O.M. TOP OF WINDOW ( psi repetitive)or better. D. Provide matin sewer cleanout within S-0"inside or outside of the building Ane unless noted DEM DEMOLISH,DEMOLITION MECH MC�HANICAI. T.O.W. TOP OF WINDOW off• DEP DEPRESSED MFR MANUFACTURER TR OR TPN TRANSOM(WINDOW) DET D°TAIL FOUNTAW Mh MANHOLE TP TOILET PAPER HOLDER VARIES ' ■ C Unless otherwise noted,provided: E In all buildings a continuous conduit shag be Installed from the water meter to an exterior MIN MINIMUM Tv TELEVISION ourlOR LOCATION �_.__..-. ...__._.__ __..._.. ..., .---._-.-. remote water meter reader at a location to be approved by the Water Department. The DH DOUBLE HUNG MIR MIRROR TYP TYPICAL 1. All tnnsses shall be securely braced both during erection and ager permanent Installation In conduit shall be capable of accepting a low voltage minimum 2 conductor cable supplied DIAM DIAMETER MISC M1t3CE1ANeOUS a building in accordance with commentary and recommendations as published by the Trull and inslallM by the electrical contractor.The cable shall be copper ana minimum#18. o M L. DDEMADDLLOAADD M� MOULDING u UNF UNFINISHED ) fa Plate InstItubL The water department shall make the conrnedions. ON DOWN(STAIRS) MMB MEMBItMLE U.N.O. UNLESS NOTED ORFHERM!!SEC DIMENSIONS ARE TARN FROM FACE TO FACE OF MA50NRY D.P. DAMP-PROOFING M.O. MASONRY OPENINGSm- 2. 2• '/"high sD r Iced and naNed. Panel shall be APA oar DRYEDOOR MACHINE MO MARBLE VB VANITY BASE UNIT OR FACE OF MASONRY UNIT TO FACE OF STUD. r an . VAPOR BARRIER 24/32, Exposure 1A,w)t led edges. Install per manufacturers'�spacingg And edge DS DOWNSPOUT MTL METAL VB36v.B 36'WIDE VAN" recommendations. F. Water service shall be 1"minimum from each eLterior shut all value. o/S DRAWER StACc(CABINET) MT MO UNTEDMQ VERT VERTiCAL D.T. DRAIN TILE MULL MULLION OR MULLED VIN (SHEET)VIWL 3• Y4"unci ent minimum under vinyl or the on wood frame ADC'syste s. DTI DETAIL V.S. VEGTABLE SINK i H �� (minimum) G. AN shower head heights ro be 80"AFF at shovrers and 34"AFF at ceramic �� ��A� N N.I.C. �� V.T. vlNn TILE Sh owe5. DWR DRAWER NL NAILABLE W3630 36"W X 3("H WALL CAB NOM NOMINAL W W WIDE WASHING MACHINE 4. Min.5"high density O.S.B.Word roof sheathing with If CNPL APA panel Span rating shall � EA EACH N.T.S.T. . NOT TO SCALE WC WATER RCLJOSET be 24/0,exposure 1,with sealed edges.Instal per man1A`ctu ere Spacing and edge EB EYEBROW(FLAT ARCH) N.G.V.D. NAT.GEOOETICVERTICAL DATUM WD WOOD recommendations. IMPORTANT NOTE. E.F. EACH FACE aA OVERALL WF WIDE FLANGE MM BEAM) E.J. EXPANSION IOINT OBS OBSCURE(GASS) WH WATER HEATER ALL REFERENCES BY STRUCTURAL & MEP EL ELEVATION EIEC ELEfiTRiCYAL) O.C. ON CENTER W.H. WALL HUNG D. Roof truss systems shall be fabricated with wood chords and wood webs in accordance with ENGINI EERING UVILL SUPERCEDE ALL NOTES o.CAB. OVERHEADGABiNEr WT WROUGHTIRON designs prepared under the supervision of a registered pn]f iolrel engineer. r EQ ELECT CA PANEL 0.0. OUTSIDE DIAMETER WIC WALK-IN CLOSET REFERENCES & CALLOUTS ON THE ARCHITECTURAL EST EQUAL O.G.D. OVERHEAD GARAG�EDOM WIN WINDOW PLANS. NOTIFY DRAFTERS OF DISCREPANCIES & Lff E.W..G C WATER COOLER OVERHEAD w/w/o WITH RPROO!oRwffKQ OPNG OPENING WP WATERPRESrSTAG) E. Roof trusses manufacturer shall submit 2 sets of sealed shop drawings to budder for CLARIFY CONFLICTING INFORMATION. EXT CXRQW EXISTING � ORI STRAND BOARD OPTIONAL w.S.. WATER SOFTENER approval ofroof trusses andbeams .w WALL Tf IC VENT CALCULATION W WM WELDEDWIRE MESi A F. Mint,"exterior grade plywood or OSB wood sheathing behind all masonry veneer,dWk panels and cedar siding.See elevations for locations. G. Pressure treated Number to be used where wood is i1 contact wRfn corncrete and for�r4 mud SYMBOLS FORMULA: Ell. 1 SQUARE INCH VENT FOR EVERY 300 SQUARE INCHES OF CEILING *144 SQ. IN. = 1 SQ. FT. H. Exterior deck construction shah be with pressure treated lumber with dimensions as �T'+ PLYWOOD BLDG. CEILING (SF)X 144 = BLDG(SQA. IN.) indicated on the plans ELEVATION KEY OR SECTION KEY BLDG. (SQ. IN.)/300=SQ. IN. OF VENT REQUIRED SHEET NUMBER SAND OR GRAVEL FILL ® INSULATING SHEATHING SQ. IN. OF VENT REQUIRED 12 50%,AT RIDGE 8L 5Q°J�o AT EAVES --- WOOD STUD PARTITION BATT INSULATION DETAIL NUMBER OR SECTION KEY SHEET NUMBER 3-2X4 WOOD POST OR 2-2X6 UNLESS OTHERWISE NOTED RIGID INSULATION '+ � E BRICK C41WATER CLOSET ANGLE AREA TABULATIONa � CONCRETE BLOCK n� n CENTERLINE YE Q a CONCRETE1718 SQ.FT. TUB/SHOWER MAIN FLOOR PLAN r H8 NOSE BIBB(FREEZE PROOFS M1c STYE SECOND FLOOR 584 SCS.FT. `--h- GAS LINE STUB 2302 SQ.FT. ®-- LAVATORY TOTAL C AREA , STEEL .E a d PENNY FRONT PORCH 178 SQ.FT. 1 a CL ® DIMENSIONAL LUMBER DOUBLE SINK LANAI 108 SQ.FT. �' - __ SA PERPENDICULAR • JOB NO. 05.81-0093 01 -�--- GARAGE 472 SQ.FT. R ® BLOCKING PLATE SINGLE SINK TOTAL AREA 3060 SQ.FT. Marathon ROUND OR DIAMETER FINISH GRADE WOOD Key SHEET TITLE SHEET GENERAL NOTES AIA L Hurd R%,, sidence .1 Jacksonville Beach, W 4A On w 63 BESTCON Homes ao� I I FT-F1 -L FTJ Ell fut1) L -1--� r-1 fu FILE COPY r d x q � d A tf ti J� LL p m JOB NO. 05-81-0093 ,IW® AfiLANT4rl®EACH Marathon It 04L IKKey V VV SHEET TITLE SHEET COVER SHEEP A0.0