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Paradise Lane 901 a ti O P Ilk c p A Doane a Fc 7n Residlence8 9 8 �'Ev 1 JacksonvilleBeach, Florida 8 8 8 8 W 4 6 N O N N 4 O N t 'd' M W M Q O 4 Q O O W W z Elf C, L Ln BESTCON I lomes C �I w far./ 1 rw (D (D Cz u 1 ® ® M IFFr Pit FOE El City of Atlantic Beach a Planning and Zoning Department This auproval verifies compliance with applicable zoning subdivisionand other local land development regulations, bull dat$s het constitute approva, for the issuance of permits. Compliance with Florida Building Code and all other applicable local, Statc and Federal permitting requirements must be verified by sir ature of the City of Atlantic Beach Building Offir r prior to the is nce of a Building Permit. Approved By: Cpmmun ty ve 0ment r Date: a� i1 lion 49 Ark U 1�P 1 J � CD G N si APPROVED ,'' o CITY OF ATLANTIC BEACH a G. a.� 13UILDINC OFFICE Ep JOB N^�.aS-Bl-Qosr Dogwood (Mod.) f SHEET TITLE SHEET COVER SHEET Ao.o Copy Ls _' Periods only used on one word abbreviations, if the abbreviation y a d .y GENERAL N 4 D ABBREVIATIONS is a different word by itself; e.g. ARCHn BITu and LAM. aINDEN � Periods are usually used when abbreviating multiple words, unless they SHEET ' are very common without periods; e.g. AFF, HVAC, R/A, and WWM. � E� A.B. ANCHOR BOLT FAS FASTEN(ER) n PAR PARALLEL 1. All work performed shall comply with all applicable Local and State Building codes, 5. SIDING&ROOFING ABV ABOVE F.B. FACE BRICK r PAD. PARTICLEBOARD Ordinances,and Regulations and all other authorities having Jurisdiction. A/C AIR CONDITIONINGF.B.O. FURNI5HEpBYOTHERS PC.CpNG, ARCHITECTURAL PRECAST A. Vapor Barrierr shall be applied an all exterior walls. Install as per manufacturerACC ACCESS s F.D. FLOOR DRAIN P.E. PORCELAIN ENAMEL AC.T. ACOUSTICAL TILE(CLO) F.E. FIRE EXTINGUISHER PED PEDESTAL(SIN requirements.. AFF ABOVE FINISH FLOOR F.F. FINISH FLOOR(LINE) PERI PERIMETER 2. IDImUm Design Loads: A.D. AREA DRAIN F.G. FIXEDGLA55 PKG PARKING B. Install#15(mbin.)felt under all shingles. ADD ADDENDUM FOL FIBERGLASS PL PLATE(HEIGHT) /� R 4 0 FLOOR: 40 P.S.F.Live Load ADH ADHESIVE FIN FINISH P.LAM. PLASTIC LAMINATE AO.O COVER SHEET 10 P.S.F.Dead Load C. Nails onlyto the used for roof shingle attachment. ADJ ADJUSTABLE 9 o 0 g FLA FLASHING PLAS PLASTER A1.1 INDEX, ABBREVIATIONS;, SYMBOLS AND a 4 Q (, 0) NO Staples alldewed. AGO AGGREGATE FLA FLpOR(ING) PNL PANEL cv � � � � � ROOF: 40 P.S.F.Live Load A.H.U. AIR HANDLING UNIT FLUB FLORESCENT(LIGHT) PNT PAINT(ED) 10 P.S.F.Dead Lead D. Flash all roof I to wall conditions. ALT ALTERNATE FN FENCE PR PAIR(OF) GENERAL NOTES ALUM ALUMINUMp FND FOUNDATION PREFAB PREFABRICATED ULLJ1 _ Verify design loads with local Building codes and conditions.Refer to Structural E. Gutters to be,5'(min.).27 gauge aluminum with baked enamel finish. Downspout to be 4" A.P. ACCESS PANEL F.O. FACE OF PSF POUNDS PER SQUARE FOOT of Engineering for all Structural details,specifications,and notes, 20 gauge aluminum with baked enamel finish. APX APPROXIMATE FP FIRE PROOF PSI POUNDS PER SQUARE INCH ARCH. ARCHITECT(URAL) FPHB FIRE PROOF HOSE aIBB P7N PARTITION LAYOUTS L , ASPH ASPHALT FPL FIREPLACE P.T. PRESSURE TREATED(WOOD) A.T. ASPHALTTILE FR FRAME(D)(ING) PV PAVE(D)OR PAVING 3. CONCRETE 6. INSULATION AUTO. AUTOMATIC FS FULL SIZE PVC POLYVINYL.CHLORIDE(PIPE) AVG AVERAGE FTG FOOTING PVMT PAVEMENT A2�O FOUNDATION PLAN A. Foundation types and designs may vary with the individual pertinent soils conditions on A. Provide R-11 (Min.)batt Insulation In all exterior walls and R-19(minimum)blown insulation AWNG AWNING FUR FURRED(ING) PWD PLYWOOD A2.1 MAIN FLOOR PLAN each lot. The Architect does not warrant or guarantee this building design in locations (or batt and bblown insulation)in all ceilings or rafters adjacent to the exterior or to unheated B36 3s"WIDE BASE CAB. GA GAUGE ^ Q.T. QUARRYTILE where inadequate soils or landfill occurrences require special or additional design for spaces,plus IR-19 at exposed floors. All insulation to meet HUD minimum property specs. BO BOARD G G.B. GYPSUM(WALL)BOARD �—4 structure or gas mitigation due to these occurrences. R-11 batts at I fireplace chase walls and under fireplace unit. BF BI-FOLD(DOOR) G.C. GENERAL CONTRACTORA RISER A2.2 SECOND FLOOR PLAN w p p SIT. BITUMINOUS GD GRADE OR GRADING R/A RETURN gIRSTAIRS) - BLDG BLOCKING G,D.O. GARAGE DOOR OPENER R.B. RUBBER BASE A2.3 ROOF PLAN 10 M BLDG BUILDING GFI GROUND FAULT NTERRUPTER HAD RADIUS err 8LK BLOCK(CMUs) GL GLASS INC RBL RUBBLE A2.4 FRONT & RIGHT ELEVATIONS i ._. B. All design,revisions,engineering,installation and liability of soil conditions,gas mitigation BLBLOCK KG BLOCKING aLaK. GLASS BLOCK and structural designs due to inadequgte soils or landfill occurences shall be the BM BEAM7. DRYWALL G.I. GALVANIZED IRON 1 R.D. ROOF DRAIN REFR REFRIGERATOR A2.5 REAR & LEFT ELEVATIONS responsibility of the"Builder-Developer"or It's subcontractors involved with the design and B.M. BENCH MARK GT GROUT REQ REQUIRED =� Installation of such;and the Architect shall not be held liable or responsible for their BP BI-PASS(DOOR) RES RESILIENT 42•H 421HIGH(WALL) A2.6 INTERIOR ELEVATIONS implementations. A. All walls to ha9ve'r gypsum and all ceiling t�sum�'ceiling board unless BRa BEARING � REV REVISION(S),REVISED BRK BRICKHB HOSE BIBB REINF REINFORCED(ING) noted Otherwi9se. B.S. BOTH SIDES H.G. HOLLOW CORE RFG ROOFING BSMT BASEMENT HD MEAD OR HARD ELECTRICAL B. Use Water resistant gypsum board for exposed walls and ceiling at shower and tub wall BTM OR BOT BOTTOM R.J.B. REINFORCED JUNCTION BOX G Contractor shall be responsible for size,location and installation of revised steel reinforcingareas receiv(m fiberglass enclosure, H.D. HEAT DETECTOR OR HEAVY DUTY RLG RAILING g g BTWN BETWEEN HDR HEADER per local codes or specific soil conditions,whichever is more restrictive. BVL BEVELED RAM RANGE W/MICROWAVE B.W. BOTH WAYS HAW HARDWARE RM ROOM HOT HEIGHT R.O. ROUGH OPENING S. INTERIOR TRIM ANID FINISHES to be selected by contractor. CAB CABINET H.M- HOLLOW METAL R.O.W. RIOHTOFWAY E1.1 MAiN FLOOR ELECTRICAL PLAN HORZ HORIZONTAL D. Soil test must be approved b Geo technical Engineer or to food pour. C.B. CATCH BASIN R&S ROD AND SHELF(S) pp y 9 pd MJfo wit HOUR CEM CEMENT H.R. HALF ROUND(WINDOM SC SOLIOCORE(DOOR) E1.2 SECOND FLOOR ELEC-FRICAL PLAN 9. DOORS&WINDOWS CER CERAMIC HS HORIZONTALSLIDER S SCH SCHEDULE E. All concrete footings are designed to bear on minimum soil pressure of 3000 p.s.f.and OF CUBIC FOOT HTG HEATING SD SMOKE DETECTOR shall be laced on firm,undisturbed soil 3"-6"minimum below rade. Contractor to A. All patio doors-operable leaf Inside. CHAM CHAMFER HVAC HEATINGNENTILATING/AIR COND, SEC SECTION p g p p reinfarog concrete footings and poured concrete walls as required for specific soil conditions C.I.P.CONC. CAST-IN-PLACE CONC.C.I. CAST IRON HWD HARDWOOD(FLOORS) S.F. SQUARE FEET or local codes,whichever,is more restrictive. B. Door and winedow infiltration shall be In accordance with local ordinance and shall meet CIR CIRCLE SF.GL. SAFETYGLASS LB. IRONING BOARD S.G.D. SLIDING GLASS DOOR performance standards ANSVAAMA 101.88 for metal windows DH-040 for vinyl windows CIRC CIRCUMFERENCE LD. INSIDE DIAMETER SH SINGLE HUNG OR SHELF(VING) and the CRF whall net be less than 55. C.J. CONTROL JOINT OR CONSTRUCTION JOINT I.L.O. IN LIEU OF SHT (DRAWING)SHEET CK CALKING)CAULKING) I.M. INSULATED METAL SHTHG SHEATHING F. All concrete shall attain a 28 day compressive strength of 3,000 p.s.i. CL CLOSET OR CENTER LINE INS OR INSUL INSULATED(TK)N) SIM SIMILAR CLG CEILING INT INTERIOR SKL SKYLIGHT C. Provide insulaitin double glazing at all exterior lass areas and tempered lass in all sliding CLR CLEARANCE) g g g g � g g CLS CLOSURE OR CLOSER(DOOR) SL SIDELIGHT OR SLEEVE G. Provide minimum 4"concrete cover at under slab utility locations. When concrete glass doors arnd in windows as per local codes. JST JOIST(FLOOR OR ROOF) SNT SEALANT CM CENTIMETER(S) JT JOINT encasement of utility lines is required,increase slab thickness at the utility line. Install SPC SPACER CMU CONCRETE MASONRY UNIT SPEC SPECIFICATIONS utilities lines Well below slab. C.O. CASEDOPENING KD KNOCKDOWN(CEILING) SPK (AUDIO)SPEAKER(S) D. Caulk at all wash,sliding glass doors,entrance doors and bottom plates(all sides of COL COLUMN K KIT KITCHEN S.ST. STAINLESS STEEL openings)and]head flash all windows and doors. COMB COMBINATION KO KNOCKOUT STD STANDARD H. Provide isolation joint material(asphalt impregnated)between foundation walls and all slabs CONC CONCRETE KPL KICKPLATE(ON DOOR) 5TG OR STO STORAGE including patio, porch and sidewalks. COND (AC)CONDENSER K/S KNEE SPACE STL STEEL CONST CONSTRUCTION STR STRUCTURAL 10. MECHANICAL&ELECTRRICAL CONT CONTINUOUS LAM. LAMINATE(D) CONTR CONTRACTOR LLAV LAVATORY(SINK) SQ SQUARE I. Provide"Zip Strip"or tooled control joints where indicated on the foundation plans. Sus SUSPENDED DIMENSION A. All electrical arnd plumbing requirements shall comply with local building codes. All outdoor, CORR CORRUGATED L.B.O. LOCATION BY OTHERS S.W. SHEAR WALL NOTE CPR COPPER LIV LIVING bathroom and[garage wall receptacles shall be provided with ground fault circuit protection. C OR CPT CARPET L.L LIVE LOAD T TREAD(AT STAIRS)OR TILE BAR Service panels to be(mint 20 circuit.100 amp,110 Vaft. CRS COURSE(S) CL a.- 4. FRAMING L.P. LAMINATED PLASTIC T.B. TOWER CSMT CASEMENT LT LIGHT T.B.D. TO BE DETERMINED C-5T. CAST STONE L.T. LAUNDRY TUB TO TERRA GOTTA DIMENSIONS ARE TAKEN FROM WAGE OP 8�"JD TO A. Laminated veneer lumber(LVL)shall provide the design values equal to or exceeding the C.T. CERAMICTILE CTR CENTER OR COUNTER LTL LINTEL T.C.J. TROWELED CONTROL JOINT FACE OF STUD,UNLESS OTHERMISE NOTED. following: B- Provide gray box for washer and provide solid metal dryer vent(taped-no screws)to LVL LAM VENNER LUMBER(BEAMS) TEMP. TEMPERED(GLASS) exterior. CX CONNEXTION LVR LOUVER T&O TONGUE&GROOVE 2$00 psi In Bending,Fb GY CUBIC YARD TEL TELEPHONE 285 psi in Horizontal Shear,Fv C. All sewer and f water sleeves to be depth and separation as per local code below adjacentM METER(S) THK THICK(NESS) 2,000,000 psi in Madulus of Elasticity,E finish rade. D 12'D 12"DEEP M MAX MAXIMUM THA THRESHOLD 9 D DRYER,On DRAIN MAS MASONRY T.O.C. TOP OF CONCRETE DBL DOUBLE MATL MATERIAL T.O.F. TOP OF FOUNDATION B. Unless otherwise noted,all dimension framing lumber shall have an allowable bending DECO DECORATIVE MC MEDICINE CABINET T.O.M. TOP OF MASONRY stress•+875 p.s.i.,(1000 psi repetitive)or better. D. Provide main(sewer clean-out within 5'-D"inside or outside of the building line unless noted DEM DEMOLISH.DEMOLITION MECH MECHANICAL T.Q.W. TOP OF WINDOW otherwise. DEP DEPRESSED MFR- MANUFACTURER TR OR TRN TRANSOM(WINDOW) DET DETAIL MH MANHOLE TP TOILET PAPER HOLDER VARIES C. Unless otherwise noted,provided: 1=• In all buildingss a continuous conduit shall be installed from the water meter to an exterior D.F. DRINKING FOUNTAIN MIN MINIMUM TV TELEVISION OUTLETOR LOCATION remote water r mater reader at a location to be approved the Water Department. The CH DOUBLE HUNG MIR MIRROR PP b1/ Pa 7YP TYPICAL 1. All trusses shall be securely braced beth during erection and after permanent installation in conduit shall bbe capable of accepting a low voltage minimum 2 conductor Able supplied DWM DIAMETER MISC MISCELLANEOUS a building in accordance with commentary and recommendations as published by the Truss and installed Wy the electrical contractor.The cable shall be capper and a minimum 1118. DIM DIMENSION MLD MOULDING UC UNDERCUT(DOOR) Plate Institute. The water department shall make the connections, D.L. DEAD LOAD MM MILLIMETER UNF UNFINISHED DN DOWN(STAIRS) MMB MEMBRANE U.N.O. UNLESS NOTED OTHERWISE D.P. DAMP-PROOFING M.O. MASONRYOPENNG DIMENSIONS ARE TAKEN FROM FACET©('ACE OF MASONRY DR DOOR MOD MODULARVB VANITY BASE UNIT OR FACE OF MASONRY UNIT TO FAkCE OF STUD. % " 2• "high density T&G Plywood subfloor glued and nailed. Panel span rating shall be APA DRY DRYER MACHINE MRB MARBLE V V.B. VAPOR BARRIER 24/32, Exposure 1,with sealed edges. install per manufacturers'spacing and edge DS DOWNSPOUT MTL METAL VB38 3f)"WIDE VANITY BASE recommendations. F. Water service)shall be 1"minimum from each extedor shut off valva. Des DRAWER STACK(CABINET) MT MOUNTED(ING) VERT VERTICAL D.T, DRAINTILE MULL MULLION OR MULLED VIN (SHEET)VINYL D7L DETAIL V.S. VEGTABLE SINK DW DISH WASHER N/A NOT APPLICABLE 3 %"underlayment(minimum)under vinyl or the on wood frame floor systems. G. All shower hexad heights to be 80'AFF at fiberglass showers and$4"AFF at ceramic DWA DRAWING N.I.C. NOT IN CONTRACT V.T. VINYL TILE W showers. GWR DRAWER NL NAILABLE NOM NOMINAL � r w3630 36'W X O H WALL CAB 4• Min t%a�"high density O.S.B.wood roof sheathing with'H'clips.APA panel span rating shall E EA EACH N.T.S. NOT 7O SCALE y v W WIDE OR WASHING MACHINE S be 24/0,exposure 1,with sealed edges.Install per manufacturers'spacing and edge E E8 EYEBROW(FLAT ARCH) N.G.V.D. NAT.GEODETIC VERTICAL DATOM WC WATER CLOSET WD WOOD IMPORTANT NOTE: E.F. EACH FACE ® OA OVERALL WF WIDE FLANGE(STEEL BEAM) recommendations. E.J. EXPANSION JOINT OBS OBSCURE(GLASS) WH WATER HEATER ALL REFERENCES BY STRUCTURAL & MEP EL ELEVATION O.C. ON CENTER W.M. WALLHUNG ENGINEIERING WILL SUPERCEDE ALL NOTES ELEC ELEC7RIC(AL) O.CAB. OVERHEADCABINET D. Roof truss systems shall be fabricated with wood chords and wood webs in accordance with E.P. ELECTRICAL PANEL WI WROUGHT IRAN CD designs prepared under the supervision of a registered professional engineer. ' O.D. OUTSIDE DIAMETER WIC WALK-IN CLOSET EQ EQUAL O.G.D. OVERHEAD GARAGE DOOR WIN WINDOW REFERENCES & CALLOUTS ON THE ARCHITECTURAL EST ESTIMATE Oji OVERHEAD W/W/O WITH OR WITHOUT PLANS. NOTIFY DRAFTERS OF DISCREPANCIES & E.W.C. ELECTRIC WATER COOLER OPNG OPENING WP WATERPROOFING) EXG EXISTING OPT OPTIONAL W.R. WATER RESISTANT E. Roof trusses manufacturer shall submit 2 sets of sealed shop drawings to builder for CLARI FW CONFLICTING INFORMATION. EXT EXHAUST 058 ORIENTED S'rRANDBOARD W.S. OFTENER ATTIC VENT CALCULATION approval of roof trusses and beams EXT EXTERIOR WSC7 WAINSCOT W.T.W. WALL TO WALL WWM WELDED WIRE MESH � F. Mine exterior grade plywood or OSB wood sheathing behind all masonry veneer,dryvit panels and cedar siding.See elevations for locations. FORMULA. G. Pressure treated lumber to be used where wood is in contact with concrete and for 20 mud SYMBOLS 1 SQUARE INCH VENT FOR EVERY 300 SQUARE INCHES OF CEILING sill. BLDG. SQ. IN. = 1 SQ. FT. H. Exterior deck construction shall be with pressure treated lumber with dimensions as ® EARTH PLYWOOD BLDG. CEILING (SF)X 144 =BLDG (SQ. IMI.) indicated on the plans. < ELEVATION KEY OR SECTION KEY BLDG. (SQ. IN.)/300 = SQ. IN. OF VENT REQUIRED D SHEET NUMBER , :'::. ; SAND OR GRAVEL FILL ® INSULATING SHEATHING SQ. IN. OF VENT REQUIRED/2 = 50%ATF RIDGE &50%AT EAVES WOOD STUD PARTITION ® BATT INSULATION DETAIL NUMBER OR SECTION KEY AREA TABULATIONI SHEET NUMBER 3-2X4 WOOD POST OR 2-2X6 RIGID INSULATION Z UNLESS OTHERWISE NOTED � ® BRICK MAIN FLOOR PLAN 1473 SQ.FT. a WATER CLOSET ANGLESECOND FLOOR 293 SQ.FT. ® CONCRETE BLOCK LOFT 1 1 5 SQ.FT. p CENTERLINE it CONCRETE TUB/SHOWER TOTAL A/C AREA 1881 SQ.FT. Q .: : .�,•.e.< M HB M HOSE BIBS (FREEZE PROOF) F FRONT PORCH 194 SQ.FT. Q N STONE �-- GAS LINE STUB LANAI 225 SQ.FT. M T .. , ti;•,, f� 6 O ® STEEL LAVATORY s t �. d PENNY GARAGE 453 SQ. :5 a DIMENSIONAL LUMBER DOUBLE SINK TOTAL AREA UNDER ROOF 2753 SQ.FT. PERPENDICULAR �'PATIO SLAB 192 SQ. JOB NO. 05-B1-0087 R PLATE � BLOCKING SINGLE SINK TOTAL AREA 2945 SQ.FT. Dogwood ROUND OR DIAMETER ® FINISH GRADE WOOD Ll (Mod.) 1 .� SHEET TITLE SHEET GENERAL NOTES ~ A1 . 1 L r FOUNDATION NOTES c NOTE-FOUNDATION a A -&a2] 1. STRUCTURAL FOUNDATION PLANS SHALL BE �' o F BY OTHERS. SEE STRUCTURAL ENGINEERING FOR ALL STRUCTURAL DETAILS AND NOTES. Q 2. SLOPE GARAGE FLOOR 1/8" PER FOOT TO p o g N OVERHEAD GARAGE DOOR OPENING. o a 3. 4" CONCRETE SLAB w/ 6"x6"x10"/10" W.W.M. . OVER 6 MIL VAPOR BARRIER OVER CLEAN N WELL COMPACTED (MIN. 3000 P.S.I.) �LL 8 98 a TERMITE TREATED FILL. (3000 P.S.I.) FIBERMIX OPT. 4. CONFIRM ALL INTERIOR BEARINGS WITH TRUSS ENGINEERING OR CONY. FRAMING PLAN. 5. SUPPLY SEPARATE CONDUITS TO ANY 1s'-o" 18'_0. ISLANDS FOR GAS AND ELECTRIC. Ill 9 Q 9 32'-0° 6. CONFIRM ALL FLOOR OUTLET LOCATIONS N 4 9 5'-3y" s'-5" -o' S'-3 WITH BUILDER AND/OR HOMEOWNER PRIOR a Q Yz 12'-0' 2b'-o° TO SLAB POUR. v r- 7. GENERAL CONTRACTOR TO PROVIDE SLAB w D E CONTROL JOINTS EVERY 400 SQ. FT. m 4'-0" 4" CONC. PAD r4 C w i I I FOR A/C -' r....._. T , — ,_... ._.. ....._... _...._,. ..._.— — — — — � N6 RECESSSHOWER I I L..._— — ..._. —, ._,. _...w.— ..._.,._.. ——— --- — — , .—._.........._... .� — „�._..._._... I I •-' �.,T..� 4'-0" 5'-2• 1' g• 1D 2" to .H. in 57 C----- ---— .- SLOPE 2 I ® $�f 'd . e 15o SMOOTH TROWEL FINISH `� I I N I I I I �___.. �. 100 d I I I I N ( I ¢ I n- 4 ° l _-J I i IZo I Z4� ONC. SLAB w/ I J I ro . A.• °. —— — — — — 6x6 NO. 10 WWM OR FIBERMESH. a REINF OVER VAPOR BARRIER I I a OVER CLEAN COMPACTED I TREATED FILLI I N i ��. ( � VENT DRYER I ind' o y stoy2" — — RU SLAB ', ..n C - - -= ___- cz t � � WISP i II ISP II I I 4 I �0-0"�JN�FLR N i REF l i r I �----� I _ I 11 L ` — ^ �. . .. . . . _... T _ — .. ^ J Wi-�_ d --- �, �' [V SMOOTH TROWEL FINISH—, I I I I I SP , I - _ _ - - -- - f I T T I I I I II DNV I I I I I M r,.i�■ N I I 41 a:d p n o, SLOPE 1" I VERIFY INTERIOR BEARING WALLS WITH TRUSS ENGINEERING J SLOPE 1" I I J ( •Y m 4'-6' r,-0'-5 1/2"�— I I I ..A 4 .. ,d I L _. _ -- _ _ _. _ _ -- _II I .._ __ _ - - -, J I --_.._.. ._... _ __ _._. .._. -- - __.. _ J � I I I _7I I 12'-0" 7'-0" 14'-6' 20'-0" 66' 0" ug� 17 9YJ T FOUNDATION � SCALE: 1/4"-1'-0" 3co 4 J OJ O N 00 rn 4 a ,i 0- 4A 4 * JOB NO. 05-B1-0087 lei Dogwood (Mod.) SHEET TITLE SHEET FOUNDATION A2.0 L �1 MAIN FLOOR NOTES r_ NOTE-FLOOR ��' •a 1 1. WINDOW GRILLS ARE STANDARD IN FRONT 2 o AND SIDE ELEVATIONS AND REAR go' o @[rs E Tt � w v ELEVATIONTO BE CLEAR GLASS. a d 2 c� 2. ALL UNDIMENSIONED PARTITIONS ( 'P�'�) am. E—� �' S ARE 3 1/2- ROUGH. 6 E 8 3. ALL ANGLED PARTITIONS ARE 45 2 m DEGREES UNLESS OTHERWISE NOTED. 4. PROVIDE MINIMUM 2--•2x12's w/ 1/2" L " r 1s'-o" 1$-0• az'-o• PLYWOOD FLITCH PLATE AT ALL EXTERIOR WALL OPENINGS AND INTERIOR BEARINGdl 10 :3'-a} ' s'-sy2" 3'_1• 2'_a• z'-s 6' 111�'2 s'-n'/ WALL OPENINGS UNLESS OTHERWISE NOTED.�Z5' 9" 2'-T '2 2'-2" 6'-8• IS-7 5. 3-20's MIN. AT EACH END OF ALL BEAMS s AND GIRDER TRUSSES UNLESS OTHERWISE NOTED. ALL SUCH CONCENTRATED LOADS � Ln Ln in in M BYP 5 ENLOSURE SHALL BE TRANSFERRED TO FOUNDATION 4 4 4 9 9 4 VERI Y SIZE WITH VIA BEAMS, POSTS AND/OR SOLID c%jy 9 4' X - 8" GLS BLOCKING. o 0 " " a " SUP[RI TENDENT BLKS 84" AFF 19'-1 1/8 PL , CONDENSER 6. ALL EXTERIOR DIMENSIONS ARE TO FACE cl W z —_ OF STUDS UNLESS OTHERWISE NOTED. w 9 W OPT. H ER I R S I 7. ALL TRUSSES TO BEAR ON EXTERIOR �u w WALLS AND/OR GIRDER TRUSSES UNLESS 3060 S 306 SH EAD I I OTHERWISE NOTED ON FOUNDATION PLAN. L,r, M 0 84" FF ® 8 " AFF ' 1 i 3060 SH 3060SH 8. TRUSS MFG. TO SIZE MEMBERS, FASTENERS, 10'-1 1/8 PLT. RECESS HbWER 1 10 CLG. i ® 84 AFF 10'--1 1/8 PLT. @ 84' AFF 10'-1 1/8 PLT, NB HANGERS & SET SPACING FOR ALL lic z I % _'�`"`".- TRUSSES. x i 9. WINDOW SUPPLIER TO VERIFY AT LEAST C4 I ONE WINDOW IN ALL BEDROOMS TO HAVE w x' `� s'-3}1"10' CLG. 2' 2. -sy" I `1' m -a- --- __�_ _._ _. _� N w.H. WITH MIN. DIMENSION OF 24 IN HEIGHT AND �, „ tl A CLEAR EGRESS OPENING OF 5.7 SQ. . I m � 2468 I \ � - . '� 20" IN WIDTH; SILL HEIGHT NOT GREATER � I• THAN 44" ABOVE FLOOR. t+ O 4 2860 SH �1 D/S 1 8 CLG. \ 10. BALLOON FRAME ALL EXTERIpR WALLS a *r 4 84' AFF 24" LINEN o \ a a a (ABOVE 8'-1") TO UNDERSIDE OF ROOF n s. �•,, [�] �, \ q o ^ MASTER SUITE DBL R S 0 BEDROOM 2 - ` �: ° EVERY"8'-0"VERTICALLY�INSWALLS > 8'-1". 10' CLG. �, --- - (DBL) / - I I \ v CD 2860 SH 15'-6" x 15'-5" SHE F 84 11'--3� x 13'-0" \\ '.a a 4 y 11. ALL HANDRAIL BALLUSTERS TO BE 84' AFF SPACED SUCH THAT A 4 SPHERE CANNOT °Q �- c tri W w I r- --1 \ �� ' 1 ALL ELECTRICAL ANDBALLMECHANICALo 10 CLG. - -- c� It \ Ao • a d• BA H 2 EQUIPMENT & METERS ARE SUBJECT TO M "' - ¢ ! 11 1 GARAGE ` a RELOCATION DUE TO FIELD CONDITIONS; 2860 SH __ 10 C I 1 ! 10' CLG. \� °.A CONTRACTOR TO VERIFY. ' D S � I / 1 I // x �• 13. FOR ADDITIONAL NOTES SEE GENERAL O $4" AFF N -- --- - ----------- - a — I I 1 I 19--6 x 21'-2" o '. (DBL) R/S -- _-- / - - / N 4 e NOTES ON TITLE SHEET & DETAILS. a'_s• I W^ --- Il 11 / `�' 14. TYPICAL WINDOW HEAD HEIGHT SHALL BE PONY WALL 1" i L-- �'- - // �q r� 96" ABOVE FINISH FLOOR (U.N.O.). 2668 ABOVE NOSE OF i I _ I 5-10}x• / 15. WINDOW MANUFACTURER TO TEMPER ALL TREAD w/OPEN CD I I f - I I co 00 1 ATTIC ACCESS / A h WINDOWS 2' WITHIN DOORS, OVER TUB & j HANDRAIL I 0' CLG w 2 1/2 x54 / �' ° 4 A N SHOWERS 7 WINDOWS WITHING 18" OF THE 868 1 LGT _ _ _ -W �., �, / �, CLG. BRK.— _ P / FINISHED FLOOR. LC UTILITY Ica 41 I I� __- 10 CLG. A ST PS TO / LINEN __===1r-____ G AG SLAB ° ° • a N I ! tli iW/ 11 1 cc sP i II D/SP °�� OHC OHC I I III IR . I 1 1 24"D/S i SP i 21' I US I 2 X 8 b " 1 t==---�-� 3050 SH 10'-1 1/8 PLT. 3050 SH y d 12 X12" FLAT II ~�-i 1 — — — — — — — — — ���FOR CLG. — 84 AFF ® 84 AFF L I � ' 12' x 6'8" L J —U DIW 8x8 FRAMED COL. OFF T QUAD SLIDE GREAT ROOM KITCHEN a --�- 2430 SH ! 1" OM PORCH EDGE j CATHEDRAL CLO. i i 10' CLG. ° ® 80 AFF I a '� o Ln a) I 18'-11" x 15'-2" 11 I I 4$" cn LANAI ; ; � 243o sH 1 T I I MICRO Hoop -^^ p° • �� PATIO�� n 1 8'-0o x 23'-7" I RANGE w/ -15 r ! '� ' --�� r ADD STEPS TO 4 v 12'-0' x 23'-0" i 49.5' h"WALL w/ I 21"BEC `— 21"RECD GRADE AS REQ. ° f 15 BARTO I I---� — -- �- `, �) CLG.BRK. I I OHC OHC BY CODE dCIO 2860 SH 11A® 84 AFSa v CO ERED PORCH i aRFOYER '3 k 10 CLG. I _.�.,�_� 00 CD ? I �' 10' CLG. I a 4• q d q4/ I p in in 6'—V" X 7'-8" a DINING ROOM I V U 4� A. AV 4 CO 10' CLG. � C14 00 11'-5" x 9'-0" i o II I, � Ann CzTpp(z TA C) — — — — 40.5" h WALL � GRADE AS REQ. a'-0• HB -1" s'-r s'-o" 8x8 FRAMED COL. OFFSET BY CODE 1" FROM PORCH EDGE 10'-1 1/8 PLT. 2'-7)f 5'-4y" 2'_3• 2'-3" 6'-8" 7'-10" 4'-�, 12-0, a-�• 12'-0• 7'-0" 1a'-s" 20'-0" ss'-0• MAIN FLOOR PLAN- SCALE: 1/4"=1'-0" � q - AREA TABULATION MAIN FLOOR PLAN 1473 SQ.FT. SECOND FLOOR 293 SQ.FT. LOFT 115 SQ.FT. g � M1 TOTAL A/C AREA 1881 SQ.FT. LL FRONT PORCH 194 SQ.FT. LANAI 225 SQ.FT. k ,:r a 0 1 � E 4 IT d GARAGE 453 SQ.FT. ..� TOTAL AREA UNDER ROOF 2753 SQ.FT. JOB NO. 06_B,_0087 PATIO SLAB 192 SQ.FT.- Dogwood TOTAL AREA 2945 SQ.FT. (Mod.) SHEET TITLE SHEET MAIN FLOOR PLAN A2. 1 L r T� o� m $ ai - c } :a E L lei 4 0 CO 4 Lh 0 N r i N 9 7 O O © K? C] 4 0 ll� W 0. � a L u CD bo mN W-0" 2'-6' 5'-11y' W-9' 9'-3y" 01 CIO 3040 Si3050 5H 72" kFF ® 72 AFF I I IJR I I I2668W ISEs aOW 4 1 SIQ.281 P ISER @ 6. IE iRl ER I I I I I I I n °a I I I I I I I I 12"X12" FLAT —� � FOR CLG. FAN --- - - a) 18/S N 12"X12" FLAT ---- - __ I r -I ,--FOR CLG. FAN 1 U) - �ATH 3 OFFICE � BEDROOM 3 CATHEDRAL CLG _____ �THEDRAL CL 8-2 x 13-0 BIFOLa CATHEDRAL CLG BIFOLa 2068 11'--2" x 10'-8" 2068 cu R/S --RIS --- N 21'4y" a 2 ABW AREA TULATION -Ci MAIN FLOOR PLAN 1473 SQ.FT. � . 11 SECOND FLOOR 293 SQ.FT. 0 C! LOFT 115 SQ.FT. � TOTAL A/C AREA 1881 SQ.FT. E n FRONT PORCH 194 SQ.FT. a LL 0. LANAI 225 SQ.FT. GARAGE 453 SQ.FT. JOB NO. 05_x,_0087 TOTAL AREA UNDER ROOF 2753 SQ.FT. Dogwood PATIO SLAB 192 SO.FT. (Mod.) TOTAL AREA 2945 SQ.FT. SSECOECO DILE SHEET ND FLOOR PLAN A2.2 L A of w c � � E � �' � -E: 2 N p 4 R 4 PD U7 N 0 N i 4 }} rn 0 � P 0 C. W a a r� m CD —woo W A W , ca 1 r ; .,^.... 8:12 8:12 , - -- - i 10'-1 1/8"PLT. I I I 10'-1 1/8"PLT. j ------ - -------------t I Lu C14 CL 00V) 4• a A' ' a d W 4 N 4 d• q a • d' a RIDGE � y b 4 - v 15 WC14 a- v w 7: - RIDGEC14 rL 00 00 J . 4a a iyy 8P5�p,RO od d _ d cu - RIDGE . 4, ■ N_ d + N:r 10'-1 7/8"PLT. SLOPE `1p,�'� gST�RO a � 3-1 2:12 gPs�P �q��F� � 4. • CL a Ck N O W aII r1 a - L f //J d N d W9 47 41 I d C v 4' d i I I SLOPE SLOPE — X8:12 8:12 7 h,j 1 10'-1 1/8"PLT. 10'-1 1/8"PLT. i r 91Q] A ppp� N: � 0 0 _ N J 0 LL Cl ROOF L �: cq s'- C ca E SCALE: 1/4"=1'-0„ 0. LL a d� • JOB NO. 05-BI-0087 Dogwood (Mod.) SHEET TITLE. SHEET ROOF LAYOUT A2.3 L EXTERIOR mL2 ELEVATION NOTES a [NOTE-EXTELEV] 1. GRADE CONDITIONS MAY VARY FOR r pEp p .p � .� y.G V INDIVIDUAL SITE FROM THAT SHOWN. �° ? y BUILDER SHALL VERIFY AND COORDINATE 9 c PER ACTUAL SITE CONDITIONS. E 2. PROVIDE ROOF AND SOFFIT VENTS AS $ 2 s E-2- SCAILLOPS REQUIRED BY CODE AND MANUFACTURERS SPECIFICATIONS. rrr "PLT " � LD Ln Ln 1/$ a4o N 9 0 4 O 12 p ca ® 01 L lei L�jl - -- --- � �- ® ® 0'-0"2ND LEVEL F.F. 04 1 10'-1 1/8" PLT. ASPH- __.— �- LAP SIDING ® ® 10'-1 1/8"PLT. - ` T-8"PLT. 4" FRIEZE(TYP � 4"TRIMP © a EM ® STANDING SEAM METAL ROOF 0'-0" F.F. 0'-0" F.F.�. GRADE GRADE 8"X8"FRAMED COLUMN 42"HANDRAIL �J Front Elevation SCALE: 1/4"=I'-O" (D VJ CCS —ASPHALT SHINGLES T ---- -�-� 8'-1 1/8"PILT w --- 12— __ _ 8 gjL0'-0"2ND LEVEL RIF. — � �- -– — 0'-0"2ND LOIL EVEL F.F. 10'-1 1/8"PL.T. - R -T`_^LAP SIDING____ — 10'-1 1/8"PLT. 4" FRIEZE IP - 4"TRIM CLYIP 62- Am 0'-0" F.LF. HE — 0'-0" F.F. GRAmE GRADE � o c � m ight Elevation Q � N �.�'i �. y C2 SCALE: 1/4"=1'-O" 4 o T z CL u- a JOB NO. 05-B1-0087 Do C Wood ( od.) SHEET TITLE SHEET FRONT&RIGHT w~LsvATlaNs A2.4 n. W L EXTERIOR ELEVATION NOTES [NOTE-.EXTELEV] 5 z C 1. GRADE CONDITIONS MAY VARY FOR p 8 c 8 INDIVIDUAL SITE FROM THAT SHOWN. BUILDER SHALL VERIFY AND COORDINATE G "t k m`° PER ACTUAL SITE CONDITIONS. N 2. PROVIDE ROOF AND SOFFIT VENTS AS 8 8 2 REQUIRED BY CODE AND MANUFACTURERS SPECIFICATIONS. lei R 1 4 4 a cN�} 4 4 4 b C7 4 4 4 1 x 6 TRIM O 0 a ATTACHED TO FACIA 1% L 1/8"PLT. ATTIC VENT �—4 12 ■ w M� ■ 8 4" FREIZE(TYP) ASPHALT SHINGLES- ,- 0'-0"2ND LEVEL F.F. 123.5 10'-1 1/8"PLT. -_-- 10'-1 1/8"PLT. OIL LAP SIDING 4" FRIEZE P) QD 4"TRIM P) 0'-0" F.F. ____ 0'-0"F.F. GRADE GRADE 8"X8"FRAMED COLUMNS w Rear Elevation- SCALE: 1/4"=l'-0" (Dd ■ �N - 8'-1 1/8"PLT. C) —ASPHALT SHINGLES _ 12 12- - T —3.5 8— 12_ - __ 3.5 - T 0'-0"2ND LEVEL F.F. 10'-1 1/8"PLT. 10'-1 1/8"PLT. LAP SIDING 4"FRIEZE(TYP) _ a - 4"TRIM(TYP o 8"X8"FRAMED COLUMN - - --- - 3 - -- ----- 0'-O"F.F. --- _ - �\dw ti GRADE ecvi 8"X8"FRAMED COLUMN ` 4 LL [l Deft Elevation • Jd6 Np. 05-81-p087 SCALE: 11/4"=V-0" Dogwood(Mod.)11 V A U,.1. SHEET TITLE t.1 SHEET REAR&LEFF ELEVATIONS A2.5 1 c _ d UA •vim � mom,$ v � �:� in� 0 5r't-+ w x,053 c. s �ii i3 t5 c`a. E.n to m m m mm Q R 4 o Q cli r N d O Q N 4 4 W 6 O, 4 Q 0 0 0 0 S-013 z '-0" ii a IC3 L �.. ® 0000 71 c� L -1 AF I o � ■ W KITCHEN CABINET ELEVATIONS_ SCALE: 1/2"=I'-O" 2'-0„ 1'-9„ 2,-0» 1'-9" 2'---0" (� le I 4'-Q„ [V li� CD I o I iw) I T-) Of CL KITCHEN CABINET ELEVATIONS- SCALE: 1/2"=V-0" -+mj -1 0 0 ® p 0 100 -0-10 d co 2 ---0 2 -0 2 -0 co 2'-0" 1'-6' T-1 2,-0" 2,-0„ I• QS. a D Q " o CD I Ir� C Q N u n. N • • JOB NO. 05-Bi-008��� BATH MASTER BATH� BATH 2 Dogwood g - CABINET ELEVA',TIONS CABINET ELEVATIONS CABINET (Mod.) SHEET TITLE SHEET SCALE: 1/2"=l'-O" SCALE: 1/2"=V-0" SCALE: 1/2'4-0" INTERIOR v - ELEVATIONS A 2.6 L A CAL KEY r_ ELECTRI 4 - [NOM—mcSYMI _ _ SINGLE POLE OUTLET � Asm o-�._ DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER 'a WP WEATHERPROOF DUPLEX OUTLET a o 8 GROUND-FAULT CIRCUIT--INTERRUPTER p GFl DUPLEX OUTLET V* HALF-SNATCHED DUPLEX OUTLET �LL B 3 "& ® SPECIAL PURPOSE OUTLET/JUNCTION BOX _121: DUPLEX OUTLET IN FLOOR 220V 220 VOLT OUTLET ® OVERHEAD DUPLEX WALL SWITCH 4 "' 4 q 0 in N O N 3 THREE-WAY SWITCHN 4 (r�pp 4 0 O O O Q 4 �-4 FOUR-WAY SNATCH R RHEOSTAT SWITCH a DM DIMMER SWITCH a Q REINFORCED JUNCTION BOX L { CEILING MOUNTED INCANDESCENT LIGHT FIXTURE WALL MOUNTED INCANDESCENT �- •• LIGHT FIXTURE Irk RECESSED INCANDESCENT LIGHT FIXTURE r-- w RECESSED ADJUSTABLE EYEBALL o* INCANDESCENT LIGHT FIXTURE (� INCANDESCENT LIGHT FIXTURE r �+ 0'PC WITH PULL CHAIN EXIT LIGHTM v( h .-�• EMERGENCY LIGHT / 1 FLUORESCENT LIGHT FIXTURE I _ 4 i i =*E71 FLUORESCENT LIGHT FIXTURE 1 / HB WITH PULL CHAIN RECESS SHOWED iI TRACK LIGHT DDC I �� ► DDC GPI Q EXHAUST FAN (VENT TO EXTERIOR) I ` J � - •-----•-� � EXHAUST FAN/LIGHT COMBINATION CPT TILE CARPET T I TIL i , , (VENT TO EXTERIOR) .d v� Y ° EXHAUST FAN WITH HEAT LAMP . 4 (VENT TO EXTERIOR) GFI CHIMES o / \\ .4 4 - A I '-'PB PUSHBUTTON SWITCH 7 / \ a so SMOKE DETECTOR 0 „ _ • I I \ 4 u ® HEAT DETECTOR TOP ® 7ellI \ ° ° . CO2 DETECTOR CARPET �`J _ CARPET DOI / CARPET G \ •,• a _ TIL / I = ` I , - —, 1 \ �� . A�° d .n O THERMOSTAT 0 SPEAKER SD l I 11 �� 1 -------_- ----- -- 1 � ) d• I a PHONE (1 CATS) TM ® 86" _ _ I I I / / // `�-• n ° ' N DDC (1-CAT5, 1-RG6) SD I MDC (2-CAT5, 2-RG6) •^ 3 L--T^ -- v — J // .�, �, ELECTRIC METER w f , / -1 3 3 PB�/ / `� ° - + ELECTRIC PANEL ` l ` DDC ' i TW; I TILE I CEILING FAN PREWIRE CLG. BFB ---- _ �- / (PROVIDE ADEQUATE SUPPORT) TILE f / / ° CEILING FAN / LIGHT PREWIRE ■ 1 I 10 _ -_ ,�.._�.__ •�._ -� ° ° a (PROVIDE ADEQUATE SUPPORT) OF GI --- --� _ i GFI FW/SP�1 11 D2Zp SP I I e ELECTRICAL NOTES. ILL'_ [NOTE_ELECTRICI 1. PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE re� I •II \ II -� I I 4 DETECTORS AS REQUIRED BY NATIONAL FIRE r� 1 PROTECTION ASSOCIATION (NFPA) AND MEETING -D/9V _ I THE REQUIREMENTS OF ALL GOVERNING CODES I / --- PROVIDE AND INSTALL GROUND FAULT TILE I CPT. EPT-I'TILE TILE ( AND MEETING v5 ^~�0 1 2• CIRCUIT-INTERRUPTERS (GFI) AS REQUIRED BY CARPET I t I I�I A NATIONAL REQUIREMENTS OFF ALDE L GOVERN NG CODES. ELECTRICAL CONTRACTOR TO PROVIDE REQUIRED 3. DIRECT HOOK-UPS/CUTOFFS. HVAC CONTRACTOR TO VERIFY THERMOSTAT \ I 4• LOCATIONS. WP \� I a 5 FURNACEALL S, A/C UNITS,MECHANICALRICAL AND ELECTRICAL PANELS, (I.E. C) I I GFI ) GFI I , ;� SANITARY SUMP PITS, DRAIN TILE SUMP, AND CLG—BRK. -- — — — - - -- -- — - -- 4 a WATER HEATERS) ARE SUBJECT TO RELOCATION �+ 1 I I I DUE TO FIELD CONDITIONS. i I PB I I a ELECTRICAL,DEVICE ABOVE FINISHER FLQ913L SWITCHES OVER COUNTER. . . . . . . . . .48" TO CL I f CARPET I TIL ��Y I c. o a 4 . WALL OUTLETS OVER COUNTER. . . . . . .48" TO CL V REMAINING A SWITCHES . . . . . . . . . . . .18" TO CL . .. .. REM I I � I _--_...T_�...�..:_..:_._...�.....�__.--•---...:_�._...___�_..___._.._-.._�_-- •--------- WALL OUTLETS. . . . . . . . . . . . . . _ I BATH VANITY BRACKET OUTLET 1,2 \ (1" ABOVE TOP OF MIRROR) . . . . . .88" TO CIL \ — — — — Hs `` _ — T WATER SOFTENER AND SUMP OUTSETS 48 TO L 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, (ABOVE GARAGE FLOOR) . . . . . . .84" TO CIL DINING AND BREAKFAST FIXTURE . . . . .64" TO BTM OF FIXTURE 2 FOYER AND STAIRWAY FIXTURE . . . . . .96" TO BTM OF FIXTURE THERMOSTAT. . . . . . . . . . I . . . . . .54" TO CL ' DOORBELL CHIMES. . . . . . . . . . . . . .84" TO CL L � `r DOORBELL BUTTON. . . . . . . . . . . . . .LEVEL W/ DR HANDLE MAIN FLOOR ELECTRICAL KITCHEN WALL HUNG MICROWAVE OUTLET .76" TO CL cl KITCHEN DISHWASHER RECEPTACLE . . .UNDER SINKh, o m `�'4• SCALE: 1/4"=1'-O" KITCHEN RANGE . . . . . . . . . . . . . . .24" TO CL `` ;'.,, t9 m KITCHEN REFRIGERATOR. . . . . . . . . . .48" TO CL " ' .F WASHER/DRYER OUTLET. . . . . . . . . . .48 TO CL • ,TOB N. 05-B1-0087 CL = CENTER LINE Dogwood = FIELD VERIFY 2 = MASTER BATH STANDARD 30" HIGH VANITY TO BE RAISED 4" (Mod.) SHEET TITLE SHEET MAIN FLOOR v ELECTRICAL L r ELECTRICAL KEY 0 (NOTE_FLECSYMI w [a SINGLE POLE OUTLET C C N DUPLEX CONVENIENCE OUTLET �� m �� DUPLEX OUTLET ABOVE COUNTER •„k� ro o-b y: $ �rW, WEATHERPROOF DUPLEX OUTLET 2 o kD:GFI GROUND-FAULT CIRCUIT--INTERRUPTER DUPLEX OUTLET € ig &A ��4 HALF-SWITCHED DUPLEX OUTLET ' S SPECIAL PURPOSE OUTLET/JUNCTION BOX lj� DUPLEX OUTLET IN FLOOR 0 220V 220 VOLT OUTLET ® OVERHEAD DUPLEX Ln ul Ln WALL SWITCH v 9 0 N 3 THREE-WAY SWITCH Q -4 FOUR-WAY SWITCH +-R RHEOSTAT SWITCH id co z CL DM DIMMER SWITCH Q REINFORCED JUNCTION BOX L 1 CEILING MOUNTED INCANDESCENT LIGHT FIXTURE WALL MOUNTED INCANDESCENT LIGHT FIXTURE 0 RECESSED INCANDESCENT LIGHT FIXTUREFv_ _ W RECESSED ADJUSTABLE EYEBALL INCANDESCENT LIGHT FIXTUREM'r' "" +•.�.r �,-1 INCANDESCENT LIGHT FIXTURE ] �PC WITH PULL CHAIN I !EXIT LIGHT low �, W Q EMERGENCY LIGHT FLUORESCENT LIGHT FIXTURE FLUORESCENT LIGHT FIXTURE WITH PULL CHAIN TRACK LIGHT (� EXHAUST FAN (VENT TO EXTERIOR) EXHAUST FANILIGHT COMBINATION (VENT TO EXTERIOR) EXHAUST FAN WITH HEAT LAMP (VENT TO EXTERIOR) ® CHIMES PB PUSHBUTTON SWITCH 1� ® SMOKE DETECTOR SD a HEAT DETECTOR DDC ® CO2 DETECTOR D VVP.L4 IISES DOW.4VIIIEIR4�11ER TIIFRMOSTAT @ 28 P R ISER @ 6. IU SPEAKER IQ PHONE (1-CATS) r ` � DDC - --�I H DDC (i-CAT5, 1-RG6) C� � - -- - C� �� MqC MDC (2-CAT5, 2-RG6) - - — — ELECTRIC METER ri I _w•�✓ J ®� ELECTRIC PANEL � I CEILING FAN PREWRE 0O (PROVIDE ADEQUATE SUPPORT) CEILING FAN / LIGHT PREWRE UDC DDC - (PROVIDE ADEQUATE SUPPORT) � Q ELECTRICAL NOTES: [NOTE_E ECTRIC] 1• PROVIDE AND INSTALL LOCALLY CERTIFIED MOKE DETECTORS AS REQUIRED BY NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES PROVIDE AND INSTALL QROUND FAULT„ 2• CIRCUIT-INTERRUPTERS (GFI) AS REQUIRED BY NATIONAL ELECTRIC CODE (NEC) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. ELECTRICAL CONTRACTOR TO PROVIDE REQUIRED ECOND FLOOR ELECTRICAL 3 DIRECT HOOK-UPS/CUTOFFS. HVAC CONTRACTOR TO VERIFY THERMOSTAT _ 4• LOCATIONS. SCALE: 1/4"=1'-0" ALL ELECTRICAL AND MECHANICAL EQUPMENT (I.E. C) 5. FURNACES, A/C UNITS, ELECTRICAL PANELS, SANITARY SUMP PITS, DRAIN TILE SUMP, AND WATER HEATERS) ARE SUBJECT TO RELOCATION "Iowa DUE TO FIELD CONDITIONS. 0 ELECTRICAL DEVICES: ABQW FI I HED 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 12 (1" ABOVE TOP OF MIRROR). . . . . .88" TO CIL 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 OEM FRONT DOOR COACH LIGHT. . . . . . . . .84" TO CL GARAGE DOOR COACH LIGHT, (ABOVE GARAGE FLOOR) . . . . . . .84" TO CL .15 DINING AND BREAKFAST FIXTURE . . . . .64" TO BTM 4 OF FIXTURE FOYER AND STAIRWAY FIXTURE . . . . . .96" TO BTM0 OF FIXTURE V THERMOSTAT. 54" TO CL DOORBELL CHIMES. . . . . . . . . . . . . .84" TO CL "° Q DOORBELL BUTTON. . . . . . . . . . . . . .LEVEL W/ 0 DR HANDLE KITCHEN WALL HUNG MICROWAVE c' OUTLET . . . . . . . . . . . . . . . . . .76" TO CL J "' KITCHEN DISHWASHER RECEPTACLE . . .UNDER SINK pp�, ggII r " n KITCHEN RANGE . . . . . . . . . . . . . . .24" TO CL es; °0 m °' ;.. a m KITCHEN REFRIGERATOR. . . . . . . . . . .48" TO CL p WASHER/DRYER OUTLET. . . . . . . . . . .48" TO CL a w aA • JOB NO. 05-Bi-0087 = CENTER LINE 1 Dogwood 1 = FIELD VERIFY Dogwood V 2 = MASTER BATH STANDARD 30" HIGH (Mod.)p O . VANITY TO BE RAISED 4" (M SHEET TITLE SHEET SECOND FLOOR ELECTRICAL E1 .2 L _._ _..._ .. _ .. ._ a.r..».: 32'_0- • Ut 4'—Q' I i 77)7 L4 $ r CONC. PAD ym �4 ✓ I ._.._._..... � FRECESS '� FOR A�C l_.._ _ _ .. _ ._ _. ._. _. _.. _. _ .... L. _ -- _._.....-- — — — ...... _ _ _ _ . . _ . _ _. _ . . _. _ . _r _ , 5 OWER I / I f Pig` '' / �' 1111 �'/ 5'-s• W.H. 0 L — � 4 as v " • ." .. .I I J I n � .. _ _ _ _ _ _ _ _ _. �; I i r ►, SLOPE 2 j m m / I 10 t 1 + IILd l--_ _—-----.,_ ....... � .__ Ld Ld rn ____ � 6x6��N0."1 - R FIBERMES . REINS-OVER—VA 0 BARRIER _. . _ _ OVER! CLEAN-C MI ACTED I / I I ^•, '' <, I I I OPT, GAS Nva TREAITED FILL I I FOR F/P yz' THRT SLAB VENT RYER Cu _'f --1 r WISP I I ISP I I \\rrrrrr+++n ` FI F•LR ,. rREF ___-� ' L_ _'s _. .._.. ....-. ..._. ,_......_ — ,.._.._...__......._. — — . J I. _� ► � I I { �r _ _ _ _ ..._ — _.._ _. __ _. ._ _ ._ _ _ _._ ..._ ._ I I , I I {J I I I I I I 1 1 I „ 14 SLOPE IZ �:: I I •-, � I ( ISI A � � � _.1 SLOPE 1" t � I I r '7 �• I� N a I I �= I � I ___.__._._ • �...q ._ti. .. -. • •r---. . .r�..�ww •. w I C� I � I I I ` r I I IrI q: g_.__ w� :, ,• . . .g --� ._ .b 4• q ° • ' � w v 12 , L f r r '� 1 6 Ns _ __ _ _ _ Wss'-n• __.. .. .. ._ _. .__ __ THE UNDERSIGNED (I.E. ENGINEER) HAS NO KNOWLEDGE OF ANY SU13SUIRFACE SOIL CONDITION REPORT: THUS, ALL FOOTINGS ARE DESIGNED AS SWALLOW FOOTINGS BEARING ON SOIL THAT POSSESSES A MAXIMUM BEARINIG PRESSURE OF 2000 PSF. IF CONTRACTOR FOUND.ANY DIFFERING CONDI1fIONS EITHER THROUGH SOIL REPORT OR SOIL REMOVAL, THEN ENGINEER OR UNDERSIGNED SHALL. BE NOTIFIED 'AND POSSIBLE FOOTING DESIGN REVISIt�NS (I.E. MAT FOUNDATION OR PILE FOUNDATION) MAY HAVE TO BE IMPLEMENTED PRIOR TO COMMENCING WITH FOOTINGS WORK. Noe CONCRETEPLAN- FOUNDATION LEGEND � SCALE: 1/4"=V-011 (SEE SHEET' No. S�-�4 FOR STRUCTURAL DETAIL) 0 8'"x8 x1 s" CMU STEM WALL W/ w 1. DIMENSIONS SHOWN WITH INDICATE PLUMBING OR ELECTRICAL (1)#4 ROD VERTICAL ON 48 O.C. fi OUTLET LOCATIONS. VERIFY WITH BUILDER AND/OR HOMEOWNER. & HOOKED INTO (2)#5 x DSC E-q / rnrPICAL EOUNDATroN C?El"A1L r CONC. FOOTER w/(2)#5 RODS CONT. � CJ p 2O (W) x 12-(H) THICKEN � CONCRETE SLAB W/ (2)#5 w . _ ... . _ . RODS CONT. Q Ca Imum t z _z m < q cr .. ._ . . _ M ... . . . . .. 20"(W) x 12"(H) THICKEN \ C.I , '`►, STEP DOWN CONCRETE SLAB W/ (2)#5 RODS CONT. ''+t.n i''w f ,J 0 B NUM E R 1 • R J UR-STEP D� r TA I •. , i ,,t' SHEET NUMBER Q9 S-1 of S-4 TrN NAIL ALL %"STYRDI-FLOOR PLYWOOD SUB-FLOOR SHEATHING W/ 8D COMMON WIRE NAILS @ 6 " O.C. EVERYWHERE . INSTALL SOLID BLOCKING BETWEEN TABLE FOR SHEAR WALLS FRAMING FLOOR JOISTS AT ALL BEARING WALLS AND SHEAR +� � � .r.✓ WALLS & TOE NAIL BLOCKING TO DOU©LE PLATES, (GROUND FLOOR AND SINGLE PLATE W/ IOD COMMON WIRE _----- I NAILS ON 12" O.C. THE SHEAR WALLS TABLE WAS ESTABLISHED ASSUMING THE FOLLOWING CRITERIA UNLESS OTHERWISE � �, NOTED IN THE TABLE: A) WOOD SHEATHING TO STUDS NAILING SHALL BE 8d COMMON NAILS, �l�IXIZ •'LXIL ' B) GYPSUM BOARD TO STUDS NAILING SHALL BE 5d AND 6d COLLAR NAILS FOR 1/2" AND " 5/8 THICK �`� BOARD RESPECTIVELY. r C) SOLE PLATE--COMCRETE SLAB ANCHORS SHALL BE 1/2"0 T ► r� �P �i> ' AS s�. o / M►� � � sYF,5L ta�sIs�'�al� t 000 60 mt+ F SEDT" - . ASD epmr&ROurco �oL1's As RGrAu1Iz �`t r�&�0 -96LOW DESIGNATION REQUIRED SINGLE OR SHEATHING TO STUDS FLOOR T0. FLOOR � SHEATHING DOUBLE SHEATHING NAIL SPACING ANCHOR.SPACING .»... \\ A 7/16"' OSB y.. v 4 SINGLE 6" / 12" s , \ • (BLOCKED) 60" O.C. aA ry• �. a a 7/16" OSB rr \ SINGLE �' O.C. a _ • . _ /`T (BLOCKED) I 1 z � k C� eq�a II f _ �I 7/16'" OSB 51N " - - � —' (BLOCIKED SINGLE �, / 12 �„ 0.C. 52 ADD EPDXY GROUTED (BOLTS so r9,f' � .fl �5 "" Lw - -� . N .-► / ^ • ,w, P` �� IDACHIEVE REQUIRED BOLT SPACING. z • I �� / .. `�: 4 .� NAIL, PA06I, G9GS5 ONTO 31 0oGLIS STO.DS w c / /� �'^ ADDITION NOTES; / r V ' ^ yof 1) FOR LOCATIONS CLOUDED AS INDICATE LOCATIONS WHERE HEADER BEAM SHALL BE r�[� ZS \1Lw BOLTED PER DETAIL B OF SHEET No. S-4. r 5 I I I 1 z F L __ OR LOCATIONS CLOUDED • /J _. � .. . .' ) E � AS � , INDICATE LOCATIONS WHERE WOOD POSTS SHALL BE STRAPPED � � AT TOP AND BOTTOM AS .SHOWN ON DETAIL A ON SHEET No. S--4. 3) FOR LOCATIONS CLOUDED AS �' , SHALL BE STRAPPED PER DETAIL "N" ON SHEET No. S-4, � _ 4) FOR LOCATIONS CLOUDED AS �- , SHALL BE STRAPPED PER DETAIL '�" ON SHEET No. S--4.zr ", .. 5) ALL. EXTERIOR WALL OPENIINGS OTHER THAN THOSE MENTIONED ABOVE SHALL BE BOLTED PER C DETAIL "E" OF SHEET No. S-4. +` C�/ E . y� •. ' y. �.✓ — - _ t ell^' I .p 6) ROOF TRUSSES SHALL BE STRAPPED TO TOP PLATES OF BEARING WALLS AS SHOWN ON C7 of N co SCHEDULE A ON SHEET No. S-2, STRAPPING WILL BE ADEQUATE TO RESIST SHAER FORCES ACTING SIMULTANEOUSLY vAVITH UPLIFT FORCES, � I ^ . 7) INDICATES FLOOR JIOSTS AND GIRDERS TO BE DESIGNED, FABRICATED (2� z r 1 ` �, i i .y AND CERTIFIED BY OTHERS. �4 G.�' � � _. z I I .19 . 4.- 4 I SCHEDULE '} " � w I QC HEULE A rTy� ROOF TRUSSES STRAPPING SCHEDULE TO TOP PLATE -114wt 1/2 INCH OF' BEARING WALLS (PRE—ENGINEERED FRAMING) PLATES TO CONCRETE,THREADEDIAMETER PA E ON EL RODS CONTINUOUS FROM TOP UTILIZING ALL THREAD STEEL RODS r � � 80 INCHES O.C. OR AS SHOWN ON � LAYOUT, SEE' DETAIL "J" OF SHEET S-3 FOR TYPICAL BOLT RUN 1 6 I SEE DETAIL "l.." OF SHEET S-3 FOR TYPICAL CORNER BOLT TRUSS No, OR UPLIFT TRUSS OR TOP TOP PLATE TO FOOTINGS DESIGNATION * Lbs PLATE pR TO STUD INSTALLATION (lbs) �r i V ' ALL TRUSS ENDS «r EXCEPT ONES 0 w 600 H2.5A, *SIMPSON" CLIPS 1/2"o STEEL RODS SPACED AS OUTLINED BELOW SHOWN,ON SHEET No. S-3 A3,H cI l A 6,1517 t�t,% FSI q/ 'L.f}6► ((Ri�Nn 601 — 1200 (2) H2.5A, °SIMPSON" CLIPS 1/2-'0- STCEI-RODS .SPACED AS SHOWN ON SHEEP No. 5-3 ., � �� �0� I 1201 - I��;' � (3) LSTAZ1I� "51MPSON", � .F ►"SIMP50N". HOLDDOWN �.,,. R I MING FLAN `� srrrAPs C-;sRC N PL OO 5H W 5 ._ A%T-'0UT RG C.Ivtid die r `� �17�C 1f L_D 00,r"S 3l -Sar' / IIT"I"'t2"'4i�1+� c ,. I� �L. �.. 11LE� oa-�+:a c• Tuctu (� Et�t.Sl�at.�A1 SG,4L.E: 1/4"+P-O" USE 2 ROWS pF, 10d(G COMMON — BEARING STUD REQUIREMENTS FOR gEAN1S GIRDERS. � NAILS ® 12 O.C. C. » n „ elxm K DENOTES KING STUD AND J DENOTES JACK STUD. ry ALL SOLID SAWN LUMBER BEAMS SHALL BE SUPPORTED .TfA1GAR-G71 •-(�}-2"_x__6_.THRIL(2L "�cw_12" SOLID_SAWN LUMBER , , + - WITH (1 )K+(,2)J s AT END SUPPORTS OR (2)K's AT - INTERMEDIATE SUPPORTS. LVL BEAM REQUIREMENTS ARE N SHOWN ON PLAN ABOVE AND DENOTED BY: 0 USE (3) ROWS OF 12d COMMON NAILS 0 12" O.C. la STAGGER NAILS ON BOTH SIDES. z TYPICAL OF.,(3) 2" x 10" THRU (3) 2" x 12" SOLID SAWN LUMBER CD IrJ � • J I-- �j I-- - d USE (3) ROWS USE (2) ROWS IU OF 12d COMMON 1/2"S w/ ' IA�1�NaV1w m Q 80LTS w/ 'NU`fj' � OF 12d COMMON -- NAILS ® 12" A.C. 2"0 S'FEEL WAS4469 " `1 NAILS 0 12" O.C. C'f STAGGER NAILS 0 12" OC ` � u ON BOTH SIDES, N / +�: �-�C._ ,r��'•.• : OB NUMB R if 'd0. 3134 6 o 0 14 1717 (2) 1 3/� PLY LVL (3) 1-3/4" PLY LVL (4) 1--3/4" PLY LVL J° """ SHEET NUMBER ,'-ltJ TlPL E ME�15ER. CONNECTION DETAIL ,'�`'C���°� �--4 S 2 of S FIBERGLASS SHINGLES OVER 30# IMPORTANT NOTE: (FELT OVER 7/16" OSB BOARD OR REFER TO ROOF PLAN AND EAVE 115/32" PWD SHEATHING. DETAILS ON •SHT LA FOR ROOF PITCHES FOR 'ALL HOUSES FAIR BAFFLE BTW EA TRUSS ITO MAINTAIN 1/2" MIN AIR 12 SiPACE FOR VENT VARIES STRAP FOR TRUSS ANCHORAGE (SEE 16„ CGALV. METAL O.H. SCHEDULE "A" ON SHEET No. S--2) [DRIP EDGE ca WRAPPED ALUM. FASCIA � 5/8" GYP. BD. CLG, OVER 2x8 c` ;r • PERFORATED VEINYL/ ALUM. 2 1 " GYP SOFFIT / SUM BOARD - I x I SITUCCp 2x STUDS 0 16" OC (MIN #2 FRIEZE SPF) r PROVIDE MID--WALL BLOCKING FLAT WISE ® JOINTS IN SHEATHING T 7//8" MIN. LIGHT 0 TEXT, STUCCOrn .,�-• VENEER OVER P T• 2x PLATE II . MTTL LATHE ANDJ VAPOR BARRIER 3/4"PLYWOOD GLUED & SCREWED �.. r O 16 PRE--ENGINEERED FLOOR m j- 03 j TRUSSES OR T.J.I. JOISTS ® 24" OC m m (SEE FLOOR TRUSS ENGINEERING) U p Lii w ire w w er_ a. ¢ v IST FLOOR TO -r q p 2NID FLOOR RIM JOIST BY TRUSS MANUF. ' SPRAPPING PER (SEE FLOOR TRUSS ENGINEERING) I STIRUCTURAL M zx I O 1/2- CEILING BD OR "5 8GYP. TYP / BD ' to �... jq 711 1/2"0 1THREADED STEEL Raos --- �1 a SPACED) PER SHEET # S-3. ADDITIOPNAL EXP. BOLTS MAY BE NEECDED PER SHEAR WALL h—� • v i i I I N TABLE CON SHEET # S-2. 6 `r 7/81" MIN. LIGHT PROVIDE MID-WALL BLOCKING FLAT � U. i TEX1T, STUCCO WISE C� JOINTS IN SHEATHING VENpEER OVER �. o MCI. LATHE AND 'yC5 OA VAPfOR BARRIER 2x STUDS 0 16" OC (MIN #2 T SPF) � � .�► P.T. PLATE: w/ ANCHOR BOLTS PER STRUCTURAL ¢ �� 0 < 4 CONCRETE SLAB WITH • • ----- 6x6"x10/10 W.W,F, TYP. (3000 Psi, # 4 CONT. FIBER MESH OPTIONAL). ' SLOPE GRADE w .: C AWAW ALL SIDES ,ti; 6 MIL VAPOR BARRIER ] / 1 �,�,`\l''.•i . . �, �.,: Q• RODS VERT. ON 4E3" D.C. & AT CORNERS. < I.e., " �. VERT. RODS SHALL BE HOOKED 6" INTO C 2Q" W)x 10)"(11 CONCRETE '�f/4r�''` ` !.!;'%'rf - FOOTINGS C BOTTOM AND 12" INTO SLAB b OORtAIL O 4 �'iCu ON 6AflrI No. $_� �,:�/,� , ;\�, � TOP. FOR HaRIZ, REINFORCEMENT USE �,. w.. fi-aR pLo �'C71�Lf1R 8TR41°PINCa FaDTING REINFORCED �,,�'� �.�'•;'' �`,\.i:` E 'i CP SSE OWSAfWALLS, W/(2)-#5 I RGi)5 CONT. ,,, ..�. , 'y .� , g�►. ' ORC. JOINT REINFORCEMENT ON 16 (MAX.) a c 5EGONID FLOOR 5HE*AR WALL5 - FLAN �� �'. � 10R� W� � 14 0 1 � —... _.. IMPORTANT NOTE: .. . -REFER--TO•-ROOF••PLAN--AND--EAVF, a ..__... . DETAILS ON SHT AD-2 FOR ROOF FIBERWLASS SHINGLES OVER PITCHES FOR ALL HOUSES 30# FFELT OVER 7/16- OSB 12 ROARED OR 15/32" PWD VAIRES SHEATTHING. TABLE FOR SECOND FLOOR SHEAR WALLS FRAMING (SECOND FLOOR) AIR BAAFFLE BTW EA .I O„ STRAP FOR TRUSS ANCHORAGE (SEE TRUSSS TO MAINTAIN O•H• SCHEDULE "A" ON SHEET No. S-2) THE SHEAR WALLS TABLE V/AS ESTABLISHED ASSUMING THE FOLLOWING 1/2" (MIN AIR SPACE CRITERIA UNLESS NOTED OTHERWISE IN THE TABLE: FOR WENT A) WOOD SHEATHING TO STUDS NAILING SHALL BE 8d COMMONNAILS. GAIv., METAL 1/2" CEILING BD OR 5/8" GYP. B) GYPSUM BOARD TO STUDS NAILING SHALL BE 5d AND 6d COOLER DRIP EDGE~ BD TYP � NAILS FOR 1/2AAND 5/8�� THICK BOARDS RESPECTIVELY, OR WRAPPPED ALUM. 1 -1/4" TYPE S OR W, #6 SCREWS FOR EITHER BOARD THICKNES FASCIAA OVER 2x8 PERFCORATED DESIGNATION REQUIRED SINGLE OR SHEATHING TO STUDS SOF I T ALUM' SHEATHING DOUBLE SHEATHING NAIL SPACING STUCCrO FRIEZE � 7/16" OSB 1/2"0 THfREADED STEEL. RODS (BLOCKED) SINGLE (0" / 12" SPACED PEER SHEET # S--3, PROVIDE MID--WALL BLOCKING FLAT ADDITIONAL_ EXP, BOLTS MAY WISE @ JOINTS IN SHEATHING ° T BE NEEDEED PER SHEAR WALL TABLE ON SHEET # S-2. 2x STUDS 16" OC (MIN Q 7/16 OSEi #2 SPF) z P4 (BLOCKED) SINGLE 3" / 12" Aj c 7/8" <::STUCCO CO LIGHT TEXT, P.T. PLATE w/ ANCHOR CCO BOLTS PER �" w VENEEFR OVER STRUCTURAL MTL LAATHE AND 4" CONCRETE SLAB WITH VAPOR t BARRIER gDDIrIQNAL NOTES 6"x6"xlO/10 W.W.F. TYP. 1) ALL EXTERIOR WALL OPENINGS ON SECOND FLOOR SHALL B (1) # '1 CONT. (3000 PSI. FIBER MESH L;I Z E STRAPPED - OPTIONAL). AWAY )ALL SIDES ✓'' � 2) FLOOR TO FLOOR STRAPPING FOR UPLIFT SHALL BE MODEL No. CS20 /i Ei MIL VAPOR BARRIER Q C7 "SIMPSON", SPACED AT 32" Q.C. AT BOTTOM AND ALSO APPLIED AT TOP 4 RADS VERT. # ON 48" O.C. & AT CORNERS. PER DETAIL "D" ON SHEET No, S-4. WHERE SECOND FLOOR WALLS ARE �' f`.` . "•. . ; '`� „ m ¢ r r � VERT. RODS SHALL BE HOOKED E; IN'ra a � SUPPORTED BY FLOOR GIRDERS AND ARE MOT A CONTINUATION OF rIRST 2G"(w)x 10"((H) CONCRETE '''~ '`�'`;` '``� ',`�%`'`` FOOTINGS ® BOTTOM AND 12 INTO SLAM `-7 0 FLOOR WALLS. EXTERIOR WALLS OPENINGS MAY BE STRAPPED PER DETAIL F00'7TENG REIM ORCED 'FOP. FOR HORN• REINFORCEMENT, USE "K» ON SHEET No. S-4. W/(2)--#5 ROODS i CONT, 9 ga• �HORIZ. JOINT REINFaRC,&ty>,�NT,ON 16 O.C. (MAX,) J , i�� Oda JOB NUM ER T%T"-IF. I - STO fR%r WALL %5E 1% SCALE: 1/2"o 1'-oll T i= 5' SHEET NUMBER ! _ U. •, Ali F �• 6 of �- S 3 S4 •,: .. ��.• ���� i i 2, Roof...........20#/Sq, Ft., Floor.........40#/Sq. Ft. 2.Winl1 Load t 1/2"0 THREADED STEEL RODS Three Second Gust Wind Velocity Per FBC-2001.........120 SPACED PER SHEET 5- Mph, I (Importance Factor)=1.0,Wind Exposure "C", Category"II" Building ADDITIONAL EXP. BOLTS MAY 1/2"E THREADEDSHE STEEL RL I BE NEEDED PER SHEAR WALL STUD WALL I SPACED PERRSHEET # 5-,, I CCPI=(+)Or(-)0.55( Partially Enclosed Building). TABLE ON SHEET # S•-2, ADDITIONAL EXP, BOLTS MAY, S-2, #4RODS CONT. I BE NEEDED PER SHEAR WALL I 4" CONC, SLAB W/6X6x1O/10 W,W,F, on �1gLegM ,N I TABLE ON SHEET # S--2• I 4 . Components & Cladding Design Pressures *** Roof(Anywhere)= -79.2 Psf,+31,2 Psf, Overhang = -126.5 psf(Anywhere) PREENGINEERED ROOF TRUSSES �' I I EXPANSION JOINT Walls :: Zone"0" Iwithin4 Is ft. ocorners,Zone"4" is Anywhere Else If GATOR NUT 4.� STUD WALL I RECESS SLAB 3/4"x 10" WIDE Zone Effective Wind Area sq.ft.) Pressure sfI B MIL, V.B. OVER CLEAN, AT GARAGE DOOR 4 10.0 45.7 -50.2 3"x 3"x 1/8" WELL COMPACTED TREATED FILL 6x6x10/1a w.w.F, �I. aE I OR I1��M R 6x6x10/10 W.W.F. Ott f1gegMeSH STEEL WASHER #4 RODS VERT, ON 48" O.C. & AT CORNERS. �7'71 - .�4 .20.0 44.2 -47.2 VERT. RODS SHALL BE HOOKED 6" IN70 ^• 4 50.0 42.8 -45.7 HURRICANE STRAPPING PER _ FOOTINGS BOTTOM AND 12 INTO SLAB ry _ 0 TOP. FOR HORIZ. REINFORCEMENT, USE I z ��1!I ba "' 4 100.0 39.8 -44.3 SCH. "A" oN SHEET ,� S-2 � TOP PLATE � � 10,0 45.7 -57.5 OF WALLS �� s - I ON 18 HORIZ, JOINT REINFORCEMENT ��f, •<` 2)w#5 CONT. HOOKED - 9 I (2)-#5 CONT. HOOKED 5 20.0 44.2 -54.5 " O.C. (MAX.) I & TIED AT CORNERS 5 50.0 42.8 -51.0 `°1 , MIN. 181' & TIED AT CORNERS ** 48" (MAX.) OR ±'.;' , �+--12"-.-I MIN. 18" 5 100.0 39.8 -47.2 1 CONSULT ENGINEER Pius and minus signs Indicate acting toward and away from the building surfaces 1/2*0 THREADED STEEL �:' :` I ---20"-d I " t) Cf t5 THE INTENT OF TF1E PNGINEt 1Z TH1(T THIS ORK C3 IN CONE RMANCE WITH ALL ROD PER SHEET # 9-1, ( 20"(w)x 10"(H) CONCRETE FOOTING TURN p0� gIAB OC'TAI�. REINFORCED w/(z)-#s RODS CONT. TURN SOWN Sl AP ptw-rAl>~ I0 GARAGE ' fiEpuII1EMENr9 OF TNS nLrrHpRITIE8 HAVING Ju ISDI(moN OVER THIS TYPE OF CONSTRUCTION AND OCCUPANCY. ALL CONTRACTORS SHALL 00 THIER WORK IN CONFORMANCE I EXCEPTs� GARAGE WITH ALL APPLICABLE CODES AND REGULATIONS. STEEL COUPLER 6" �` TYPICAL FOUNDATION DETAIL 2) THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE JOB SITE PRIOR I TO COMMENCING WORK. 7/16" I OSB NAIL w/ CORNER DETAIL f� �' � � � � �--� - �-- --�- -- - -- -�- -- -�- -. �.• �..... _ .� 3) CONTRACTOR SHALL SUPPLY, LOCATE AND BUILD INTO THE WORK ASL INSERTS, ANCHORS, ANGLES, Bd COMMOM NAILS TO ' PLATES, OPENINGS, SLEEVES, HANGERS, SLAB D PRESSIONS AND PITCHES AS MAY BE REQUIRED BY' STUDS PER SHEAR WALL (N.T.S.) I ATTACHED DRAWINGS AND TO ACCOMMODATE DTNER WORK NOT SHOWN ON THE DRAWINGS. TATTLE ON SHEET # S-2. I 4) THESE DOCUMENTS ARE THE PROPERTY OF THE ENGINEER AND MAY NOT BE USED OR 6x6x10/10 W,W.F, Oft F1F1E{rML:SH ... ,� C7 REPRODUCED WITHOUT EXPRESSED WRITTEN CON ENT OF THE ENGINEER. Z� •��'''+ a • � •� 5 ALL DETAILS AND SECTIONS SHOWN ON THE ORA INGS ARE INTENDED TO BE TYPICAL AND " " RIM JOIST OR BEAM ° `��' �'+ �.-0. : I� 0 z x6' SPF #2 16 D.C. EXCEPTto SHALL WHEREAR DIFFTO APPLY ERENT DETAILISSHOWN.ANY SIMILA sITUTIDN ELSEWHERE IN THE WORK THREADED STEEL RODS SYSTEM L!TA3,G,"SIMPSON j STRAP �.d• I I , , �. J m 1/2"W THREADED STEEL TOP PLATES .. ROD PER SHEET �) S-2. INSTALLATION INSTRUCTIONS �T (2)-#8 RODS CONT- m 6) SUBSURFACE SOIL CONDITION INFORMATION ISN AVAILABLE. FOUNDATIONS WRER DESIGNED STEEL COUPLER 52 52 G7 pp FOR A 2000 PSF SOIL BEARING CAPACITY. CONTRACTOR SHALL REPORT ANY DIFFERING 20'-�-- W CONDITIONS TO THE DESIGNER PRIOR TO COMMENCING WORK. 1) DETERMINE THE STARTING POINT AND MARK EITHER THE r. INTI~RIOR STEP DOWN DETAIL S2 w 7) IT IS THE CONTRACTOR'S SOLE RESPONSIBILITY T DETERMINE ERECTION PROCEDURE AND FORM BOARD BOLT LOCATIONS PRIOR TO CONCRETE POUR LSTA36, "SIMPSON", W = 1-» SEE TYPICAL FOUNDATION IF "J-BOLTS" ARE USED OR BOLT LOCATIONS DIRECTLY STRAPS 0- p } SEQUENCE TO INSURE THE SAFETY QE THE BUILDING AND IT'S COMPONENT PARTS DURING DETAILS OF THIS SHEET, ON THE HARDENED CONCRETE IF EPDXY ANCHOR BOLTS ERECTION, EPDXY GROUT ARE USED. POST S'T'RAPPING ® TOP CONSTRUCTION NOTES: �- _ �" " __ -- 2) CORNER LOCATIONS SHALL BE PER DETAIL "L" ON THIS (N.T,3.) A __ ___ I �QL SHEET. iN,T,S.7 1/2"o THREADED SOLE PLATE SHALL BE ! 1) ALL CAST ON PLACE: CONCRETE (EXCEPT SLAB 01 GRADE) SHALL HAVE A MIN. OF 3000 PSI 3) INSTALL COUPLERS, WASHERS & NUTS WHERE REQUIRED I� STEEL ROD PER DETAIL "J" ON THIS SHEET AND PER MANUFACTURER'S 6"x 6" DR a"x a" POST ANCHORED TO SLAB W/ 1/2"m COMPRESSIVE STRENGTH AT 28 DAYS, SLABS ON GRADE MAY BE CONSTRUCTED w/2500 PSI CONCRETE FOOTING RECOMMENDATIONS. 2x4 STUDS THREADED ROD BOLTS SPACED /.�,�� CONCRETE. M6TrgM "S IMPoo, 0 1s' O.C, PER SHEET # S-Z ADDITIONAL y'� �� ,� ABU,. "SIMPSON', RAp EXP. BOLTS MAY 19E NEEDED 2) FOOTINGS SHALL BEAR BELOW DISTURBED & ORGANIC SOIL AND UPON EITHER THE SURFICAL SOIL * � ) ALL THREADED STEEL RODS SHALL CONFORM TO THE POST ANCHOR 6xfixla/1D W.W.F, PER SHEAR WALL TABLE ON C REQUIREMENTS OF ASTM A36 THREADED STEEL, GALVANIZED, pR. PIBI3pmC� SHEET # S-2, OR UPON STRUCTURAL. FILL COMPACTED TO A DENSITY OF AT LEAST 95% OF STANDARD PROCTOR MAXIMUN DRY DENSITY (ASTM 01557) FOR A DEPTH OF A7 LEAST ONE FOOT (1 ft.) BELOW THE t :ir.; DRILL 6" INTO CONCRETE ;l j.'F BOTTOM OF THE FOOTING. BOLT r 3) BEARING MATERIAL: THE FOOTINGS SHOULD BEAR EITHER THE EXISTING FINE SANDY SOILS, RUN DETAIL TYP POST STRAPPING 0 BOTTOMI WHICH WILL REQUIRED PROPER COMPACTION, OR COMPACTED STRUCTURAL FILL. THE BEARING (N.T.S,) tM,TIS,) ANCHgRAQ9 IQ Me 2 UQILOM LEVEL SOILS, AFTER COMPACTION, SHOULD EXH11311 DENSITIES EQUAL TO 95% OF THE U001FIED (I%T'v - (2)--#5 RODS CONT, +• PROCTOR MAXIMUM DRY DENSITY (ASTM D1557) I 4) REINFORCING STEEL SHALL BE ASTM A--1115 GRAD 130 STEEL CONFORMING TO ACI 301, POST STRAPPING �»-�- zD" C7 ACT 315, AGI 310 AND CRSI MANUAL OF 57ANDA D PRACTICE, LATEST EDITIONS. POST POST STRAPPING N INTERIOR THICKEN SLAB DETAIL 5) ALL CONTINUOUS VERTICAL AND HORIZOMAL REIN FORCING STEEL IN FOOTINGS SHALL BE TOP & BOTTOM TOP BOTTOM `..� LAP SPLICED A MIN. OF 36 BAR DIAMETERS OR 2 ", WHICHEVER IS GREATER UNLESS (MT.&) OTHERWISE NOTED, MISC. FOUNDATION DETAILS G D 6) THE MIN. CONCRETE COVER FOR FOOTINGS SHALL BE 3 In, MIN. FOR REINFORCEMENT, <N,Y,sI) Q4 z 0 FOOTINGS (TO MAIN REINFORCEMENT)....................3 inches SLAB ON GRADE....................................I—............CENTERED H2.5A "SIMPSON" " " • • " MOOF TRUSS CLIP t TYP) OR H2,5A SIMPSONH2,5A, "SIMPSON" 7) HORIZONTAL BEAM AND FOOTING PARS SHALL BE ENT 1'-0" AROUND CORNERS OR SEE SCHEDULE "A" ROOF TRUSS CLIP ?TYP) OR " " ROOF TRUSS CLIP (TYP) OR WW CORNER BARS WITH 2'-•0" LAP SHALL DE PROVIDE).' ON SHEET # S-2. SEE SCHEDULE A SEE SCHEDULE "A" � 0 1 1 ,8) CONTRACTOR SHALL PROVIDE SPACERSCHAIRS, B LSTERS, ETC. NECESSARY TO SUPPORT ON SHEET # S•-2. ON SHEET # S-2, HEADERS PER SMT, # S-2 H2.5A, "SIMPSON" I 9ARAGE DOOR HEADER ROOF TRUSS CLIP (TYP) OR REINFORCING STEEL. SUPPORT ITEMS WHICH BEAR N EXPOSED CONCRETE SURFACES I (TYP) SEE SCHEDULE "A" P ' O SHALL HAVE ENDS WHICH ARE PLASTIC TIPPED OR STAINLESS STEEL. ON SWEET y S-2, 0.4 9) ALL REINFORCING DETAILS SHALL CONFORM TO MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES ACI 315 LATEST EDITION, UNLESS DETAILED -" i OTHERWISE ON THE STRUCTURAL DRAWING'S. { 10) ALL CONCRETE WORK SHALL BE IN ACCORDANCE ITH "THE BUILDING CODE REQUIREMENTS FOR CONCRETE" ACI 318 LATEST EDITION, AND "SP CFICATIONS FOR STRUCTURAL CONCRETE LSTA36, "SIMPSON", FOR BUILDING" ACI 301. GS20, "SIMPSON", 1/2"m THREADED STEEL 1/2"0 THREADED STEEL STRAPS y� RDD PER SHEET S-Z. # I 9 aim i # ROD PER SHEET 5-`?. 20 X 24" LONG STRAPS. MA5QNARY; TWISTED STRAPPING C,� , i 1) CONCRETE MASONARY UNITS SHALL BE ASTM C90-M, HOLLOW LOAD-BEARING CONCRETE I MASONARY UNITS, TYPE 1, GRADE N•-1, NORMAL WIGHT, WITH A MIN. COMPRESSIVE STRENGTH SEE SHEET UDS r FOR AA OF s#TUDs, � � i SEE SHEET UDS n j OF 2000 PSI ( f ' m w 1500 PSI ). - 2) MORTAR SHALL CONFORM TO ASTM 0270 AND BE F TYPE M OR S. x FOR # nFTUDS 1 3) HORIZONTAL MASONRY JOINTS REINFORCEMENT SGAL BE GALVANIZED TRUSS-TYPE WITHs in PAT ALL SPLICES AND PLACED AT EVERY OTHER BLOCK COURSE, MAX. 16 In. O.C.. HTT 2.f, "SIMPSON" I`TI,6"SIMPSON", '} + `W 6 LAP OLDOOWN HOLDDOWN aQLERAMaC; -__ ,X A��•i ., !, +r 1�� '.E'i j�• - - ... _ CONCRETE SLAB 1) ALL WOOD FRAMING SHALL BE SYP #2 AND INSTA ED PER RITC AND TPI AND NATIONAL SUPPORT GIRDEER DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION, 2) ALL STRUCTURAL WOOD MEMBERS SHALL HAVE THE FOLLOWING MIN. DESIGN VALUES: EXTERNOR WALL OP ENINGS ' K EXTERIOR WALL OPENINGS E SAWN LUMBER M. VENEER LUMBER STRAPPING 0 TOP & BOTTOM EXTERIOR WALL OPENINGS DOOR JAMES � � 1,1zD PSI b � 2,5oa PSI STRAPPING � TOP & BOTTOM EXCEPT AT F FV = 90 PSI = 285 PSI (N.T.S.) GARAGE DOOR & OTHER LOCATIONS SHOWN STRAPPING o TOP & BOTTOM ANCHORAGE 0 TOP & BOTTOM DETAIL "C" Fel = 565 PSI 11900,000 PSI t Fc 1,455 PSI ON SHEET # S-2 OF THE DRAWINGS (N.T.S.) (N.T.S.) JAMB STRAPPING 0 TOP & BOTTOM E - 1,13001000 PSI, (N.T,S,) (N,TS.) 3) ROOF & WALL SHEATHING SHALL BE 1/16" ORIENTA STRAND BOARDS•(OSB) OR BETTER, I SPAN RATED AS SHOWN ON THE DRAWINGS. 4) ALL WOOD MEMBERS EXPOSED TO WF4 HER OR IN CONTACT WITH MASONARY, CONCRETE: OR SOIL SHALL BE PRESSURE-TREATV, 5) CONTRACTOR SHALL PROVIDE ALL FASTIMNO DEVICE NECESSARY AND SUITED FOR EACH SCHEDULE "C" ** P APPLICATION. FASTENING SUBJECT TO MOISTURE SHA L BE HOT-DIPPED GALVANIZED TO ASTM RECOMMENDED STUD SIZES AND SPACINGp IImo�.. A•-153-80, TOP PLATES H2.5A "SIMPSON" CLIPS (TYP) OR ��' z WALL PLATE HEIGHT STUD SIZE SPACING BLOCKING RE RIG SEE SCHEDULE "A" ON 5HT, S-2 ' 2x4 BLOCKING aD SHEATHING JOINT 2x4 OUTRIGGER BETWEEN OUTRIGGERS ROOF TRUSS NOT # � 6) ALL METAL CONNECTIONS AND FABRICATIONS SHALL OMPLY WITH A.I.S.C. SPECIFICATIONS. , 4" FROM OA13LE END 0 48' o,O, HURRICANE CLIP H--2.5 SHOWN FOR CLARITY 6-0" THRU 9'-10" 2X4 16" /� CONT. 2x4 SCAB FROM TOP TO .• • ) FASTENING SUBJECT TO MOITURE SHALL BE HOT-DIP ED GALVANIZED TO ASTM A-153-80. 7/18' STRUCTURAL ROOF SHEATHING UwHANGER OR EQUAL dy 4$" O.C. ` 7) SOLID BLOCK ALL JOIST AND RAFTERS AT POINT OF SUPPORT, ' " BOTTOM CHARD TO SERVE AS NAILER 10-0 THRU 14-0 2x6 16 2x4 BARGE RAFTER CONT. FOR X BRACING 0 8' O.C. ��-y " " I p PROVIDE CLIP FOR 4001 [be. '� .� Cal 8) GRADE OF LUMBER TO BE USED FORTHE FABRICATI N OF STUD WALLS MAY BE SPF #2 14-1 THRU 18'-6" 2x8 16" I 1 SHINGLE STRIP BOTTOM CHORD OF COMMON OF LATERAL SHEAR INSTEAD OF SYP #2. TRUSSES ® 24" O.C. 1 1 1 FASCIA I BOTTOM CHOORD OF GABLE � m 19'-0" THRU 2Z'-0" 2x8 12' I 12d NAILS a 8" O,C, END TRUSS �, SPH, "SIMPSON", STRAPS �I 1 2x4 X-BRACING �A W-0" D.C. 1 �_ �', a 32" o.C. �+ 2X10 12" TOP CHORD OF GABLE END ' (3) 12d NAILS d w I I TRUSS DROP 3w1/2" OOUBBLE TOP PLATE *k*= THE PLATE HEIGHT REPRESENTS THE VERTICAL 2x4 SCAB CONT. TOP To UNINTERRUPYED SPAN LENGHT OF THE STUD. BOTTOM CHORD ® 8. It. 1 I I MIAX.r t ' OPENING I „ IF HDRIZ. CONTINUOUS BRACE CAPABLE OF FROM GABLE SCHEDULE D - MISCELLANEOUS FASTENING SCHEDULE TRANSFERING LATERAL LOADS TD SHEAR WALLS I ODES EXIST, THEN THE SCHEDULE SHOWN ABOVEI I CONT. 2x4 SCAB FROM TOP Tq I CONNECTION FASTENER NUMBER OR SPACING DOES NOT APPLY, 2x4 SCAB IF VERT I I BOTTOM ROVIO CHORD ® X-BRACING 'k 2x4 BLOCKING 0 48" O.C. BSETWEEN LSTA35, 'SIMPSON", I (PROVIDE ADDITIONAL 2x4's A7 GABLE END TRUSS AND FIRSST 70P qfT SOLE T'IA'TE TO S'TUR END NAIL 13d COMMON 2 WEB IS NOT PRESENT I SPACE 0 32" O.C. VERTICAL IF HIGHER THAN 48" COMMON TRUSS STUD TO SOLE PLATE, 'TOE NAIL 8d COMMON 4 I 1 TO FORM AN "L" SHAPE) MAX.CONT. 2xax8' 2 SYP, LATERAL DOUBLE STUDS, FACE NAIL Od COMMON 24 (MAX.) ) " O.C. 9RACINGA7 X- ( ) I I BRACE 0 48�O.C- GABLE END TRUSS (J) 12d NAILS DOUBLE TOP PLATES, FACE NAIL Od COMMON 16" O.C. I I BOTTOM CHORD OF TOP PLATES, LAP AND INTERSECTIONS FACE NAIL - 2'•-16d OR 3-10d COMMON r "D» 1 I (2)--2x4 TCP PLATE '� W ' CONTINUOUS HEADER, •TWO PIECES 6d COMMON 16" O.C. ALONG EA. EDGE SCHEEDULE CONT, 204' �2 sYp ISOMETRIC VIEW SHOE PLATE T""' FRAMIN(NG SCHEDULE FOR OPENINGS SHALL BE AS FOLLOWS FOR ALL LOAD BEARING WALLS LATERAL BRACE d$" D.C. SHOWING LATERAL. BRACE TO PLYWOOD & PARTICLEBOARD SHEATHING: _ (EXCEPIPT AS OTHERWISE NOTED ON THE DRAWINGS 7 18" 058 qN tsi. 2x4 STUDS 0 18" o.c. / 2x4 BLOCKING 0 a8" D.C. GABLE END TRUSS 13ETWEEN GABLE & FIRST TRUSS -PLATFORM FRAMING- SUPPORT BEAM OR 0 ROOF -- 7/16" OR GREATER 8d COMMON 6" Q.C. EDGES & OPENING WIDTH IN FEET LED ON 4'/12' CUP 0 a$" p,C., CLIP MUST 8" O.C. INTERMEDIATE UP TO 3' �. --0" T-1" THRU 6'-0" 6'--1" THRU 10'-0" PROVIDE A MIN. add Iba OF SHEAR, GIRDER PER SHEET N S-2 m i WALL - 7/18" OR GREATER I1d COMMON 6" O.C. EDGES & LINTEL (3)-2x8'a (3)2x10'8 (3) 2x12's PLATFORM ,••,� T �y.�• 11 12' O.C. INTERMEDIATE FRAMING H .\� JAMB * USE TWO (2) STUDS OF THE SAME SIZE AS THESE OF THE WALL BEING CONSIDERED GABLE END Y_ off• `C E�, . FLOOR - 3/4" T&G PLYWOOD 11d COMMON ' 6" O,G. EDGES & DETAIL � .• -`'` , 12" O.C. INTERMEDIATE . AIL D t"r �, �. * = TW(YO (2) PLATES WITH A 1/2 PLYWOOD FILLER MAY BE USED INSTEAD OF �" Sd Q.. 9 4 i'r3 -1 JOB NUMBER THELE THREE (3) PLATES MENTIONED ABOVE. STUD TO STUD STRAPPING ? 'A '>' Y 7x',. UNN R CED LENGTH OF XwBRACING MAY i b r� , NOT EXCEED 10 R.. IF LENGTH DOES .:, ,j I � = OR SEE SHEAR WALL TABLES ON SHEET S-2 & -3. - (N,T:S.) •s • ;� �k = STUUDS SHALL BE CONTINUOUS FROM TOP PLATES TO SOLE PLATES, EXCEED 10 It., ADDITIONAL SCAB IS Rro'O, ^ v a SHEET NUMBER S-40 F S-4