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Laurel Way 1471 (2) r g w 0, R idence Kolke es Q.S; 8 a! S E, F= S LL Jacksonville Beach Florida L BESTCON Homes .......... I = V) -9 C� ra 0)0 LM Cp r_ oil C, �r CL 4)- U) UM) LM L �0 [Lit C-Z E I C�R E C -Y ,7,. C) oEc 2 �o 2004 -C Ti U CD CD co copy 2 -a'l. %b CD APOROvao PITY OF�TLANTIC BEACH bull. I NO 0-U- JO B N 0. 04-61-0024 Pine Key APPROyao SHEET TrFLE SHEET ATL41NT�C 8VCH COVER SHEET AO.0 Lcu� r S-E2 V, ,_0-a 2 � eriods only used on one word abbreviations, if the abbreviation P f 53 is a different word by itself; e.g. ARCH., BIT., and LAM. Periods are usually used when abbreviating multiple word , unless they GENERAL NOTES 4D ABBREVIATIONS SHEET INDEX s are very common without periods; e.g. AFF, HVAC, R/A, and WWM. Ej 2 A.B. ANCHOR BOLT FAB FASTEN(ER) PAR PARALLEL L 1. All work performed shall comply with all applicable Local and State Building codes, 5. SIDING&HOOFING A ABV ABOVE F F.B. FACEBRICK P P.00. PARTICLEE30AFID Ordinances,and Regulations and all other authorities having Jurisdiction. AtC AIR CONDITIONING F.M0, FURNISHED BY OTHERS PC.CONG. PRECASTCONCRUE A. Vapor Barrier shaill be applied on all exterior walls. Insta.11 as per manufacturees AGO ACCESS F.D. FLOM DRAIN P.E. PORCIELAIN ENAMEL ARCHITECTURAL AC.T. ACOUSTICAL TILE(CLO) F.E. FIRE EXTINGUISHER PED PEDESTAL(SINK) requirements. AFF ABOVE FINISH FLOOR F.F. FINISH FLOOR(LINE) PEFU PEALMETER A.D. AREA DRAIN F.G. FIXEDGLASS PKG PARKING 2. Minimum Design Loads: 8. Install#15(min.)folt under all shingles. ADD ADDENDUM FGL FIBERGLASS PL PLATE(HEIGHT) FLOOR: 40 P.S�F.Live Load ADH ADHESIVE FIN FINISH RLAM. PLASTIC LAMINATE AO.0 COVER SHEET 10 P.S.F.Dead Load 0. Nails only to be usmd for roof shingle attachment- ADJ ADJUSTABLE FLO FLASHING PLAS PLASTER No staples allowed. AGG AGGREGATE FLA FLOOR(LNG) PNL PANEL A1.1 INDEX, ABBREVIATIONS, �SYMBOLS AND A.H.U. AIR HANDLING UNIT FLUR FLOHESC5NT(UGHT) PNT PAINT(50) ROOF: 40 P.S.F.Live Load ALT ALTERNATE FN FENCE PH PAIR(OF) GENERAL NOTES 10 P.S.F.Dead Load D. Flash all roof to wall conditions. ALUM ALUMINUM FND FOUNDATiON PREFAB PREFABRICATED C3 A.P. ACCESSPANEL F.O. FACEOF PSF POUNDS PER SQUARE FOOT LU (A Verity design loads with local Building codes and conditions.Refer to Structural E. Gutters to be 5'(rfnln.).27 gauge aluminum with baked enamel finish. Downspout to be 4* APX APPROXIMATE FF FiRr:PROOF PSI POUNDS PER SQUARE INCH Z) 2 Engineering for all structural details,specifications,and notes. .20 gauge alurninuirn with baked enamel finish. ARCH. ARCHITECT(URAL) FPH8 FIRE PROOF HOSE BIBS PTN PARTITION ASPH AS�F�T FPL FIREPLACE P.T. PRESSURE TREATED(WOOD) LAYOUTS A.T. ASP"ALTTiLE FIR FRAME(D)(ING) PV PAVE(D)OR PAVING L AUTO' AUTOMATIC FS FULLS17E PVC POLYVINYL CHLORIDE(PIPE) 3. CONCRETE 6. INSULATION AVG AVERAGE FTG FOOTING PVMT PAVEMENT AWNG AWNWG FUR FURRED(ING) PWD PLYWOOD A2.0 FOUNDATION PLAN A. Foundation types arid designs may vary with the individual pertinent soils conditions on A. Provide R-1 1 (Min..)batt Insulation in all exterior vialls and R-19(minimum)blown InsUldon 836 216WIDE BASE CAB. GA GAUGG O.T. QUARRYTILE A2.1 MAIN FLOOR PLAN each lot. The Architect does not warrant or guarantee this building design in locations (or batt and blown insulation)in all ceilings or rafters adjacent to the exterior or to unheated B BID BOARD G G.B. GYPSUM(WALL)BOARD Q where inadequate soils or landfill occurrences require special or additional design for spaces,plus R-1 9 at exposed floors. All Insulation to meet HUD minimum property specs. BF 81-FOLE)(DOOH) G.C. GENERAL CONTRACTOR R RISER(ON STAIRS) A2.2 ROOF PLAN structure or gas mitigation due to these oCwfrences. R-I I batts at firepilace chase walls and Under Fireplace unft. BIT. BITUMINOUS GD GRADE OR GRADING R R/A RETURNAIR me 13LKG BLOCKING G.D.O. GAHAGE DOOR OPENER A.B. RUBBER BASE BLDG BUILDING ON GROUND FAULT INTERRUPTER A2.3 FRONT & RIGHT ELEVATI1ONS HAD RADIUS BILK BLOCK(CMUs) GL CLASS Oil GLAZNG FIRL RUBBLE B. All design,revisions,engineering,Installation and liability ofsoil conditions,gas mitigation BLK(3 BLOCKING OLBK. GLASS BLOCK H-0. ROOF DRAIN A2.4 REAR & LEFT ELEVATIONS and structural designs due to inadequqte soils or landfill occurences shall be the BIA BEAM G.I. GALVANIZED IRON REFR FIFFAIGERATOR 7. DRYWALL S.M. BENCH MARK GT GROUT REQ AEOUIRED A2.5 INTERIOR ELEVATIONS responsibility of the'Builder-Developer or its subcontractors involved with the design and V) Installation of such;and the Architect shall not be hold liable or responsible for their BP BI-PASS(DOOR) RES RESILIENT BAG BEARING 42-H 42-HIGH(WALL) REV REVISION(S),REVISED ss BAK BRICK H9 HOSE BIBB Implementations- A. All walls to have Y;"gypsum and all calling tc4aipsurn 4 coiling board unle, H FIEINF REINFORCEE)(ING) noted otherwise. B.S. BOTH SIDES H.C. HOLLOWGORE HFG ROOFING SSMT BASEMENT ELECTRICAL Ho HEAD OR HARD R.18. REINFORCED JUNCTION BOX B. Use water resistant gypsum board for exposed walls and ceiling at shower and tub wall STM OR BOT BOTTOM H.D. HEAT DETECTOR OR HEAVY DUTY HLG RAIUNG C. Contractor shall be responsible for size,location and installation of revised steel reinforcing areas receiving fibierglass endosure. BTWN BETWEEN HDR HEADER F18M FLANGE W/MICROWAVE par local codes or specific soil conditions,whichever I,;more restrictive. BVL BEVEL-ED How HARDWARE AM ROOM B.W, BOTH WAYS HOT HEIGHT n.0. ROUGHOPENING E1.1 MAIN FLOOR ELECTRICAL PLAN H.M. HOLLOW METAL R.O.W. HIGHTOFWAY 8. INTERIOR TRIM AND FINISHES to be selected by contractor. CAR CABINET HORZ HORIZONTAL H&S ROD AND SHELF(S) C C.B. CATCH BASIN Hn HOUR D. Soil test must be approved by Geo technical Engineer prior to lbortinU pour. CEM CEMENT H.R. HALF ROUND(WINDOW) SO SOLID CORE(DOOR) CEA CERAMIC DETAILS -12 rcqD Q 9. DOORS&WINDOWS HS HORIZONTAL SLIDER S BCH SCHEDULE CF CUBIC FOOT HTG HEATING SD SMOKE uEFfEcloR E. All concrete footings are designed to bear on minimum soil pressure of 3000 p.s.f.and CHAM CHAMFER HVAC HEATINGNENTILATINGIAIR COND. SEC SECTION 0 LL shall be placed on firm.undisturbed soil 3'-6'minimum below grade. Contractor to A. All patio doors-olperable leaf inside. C.I. CAST IRON HWO HARDWOOD(FLOORS) S.F. SQUAREFEE7 M ir reinforce concrete footings and poured concroto walls as required for spedfic soil conditions C.I.P.CONC. CAST-IN-PLACE COMO. ADA FOUNDATION & WALL SECTIONS M SF.G1_ SAFETYGLASS a xi' :6 U or local codes.whichever.is more restrictive. B. Door and window linfiltration shall be In accordance with k=I ordinance and shall meet CIA CIRCLE :.El. IRONING BOARD S.G.D. SLIDING GLASS DOOR n3 CIFIC CIRCUMFERENCE; D, INSIDE DIAMETER performance standards ANSI/AAMA 101-88 for metalvilridows DH-C40 for vinyl windows CJ. CONTROL JOINT OR CONSTRUCTION JOINT I.L.O. IN LIEU OF SH SINGLE HUNG OR SHELF(VING) AD.2 ROOF SECTIONS and the CRIF shaill not be[am than 55. SHT (DRAWING)SHEET > 13 CK CALK(ING)CAULK(ING) I.M. INSULATED METAL SHTHG SHEATHING AD.3 MISC DETAILS i2 CL CLOSET OR CENTER LINE a) F. All concrete shall attain a 28 day compressive strength of 3,000 P.S.I. INS OR INSUL INSULATED(TION) SIM SIMILAR > CLO CEILING INT INTERIOR SKL SKYLIGHT AD.4 MISO DETAILS CLR CLEAR(ANCE) SL SID ELIGHT OR SLEEVE 0. Provide Insulating double glazing at all exterior glass areas and tempered glass In all sliding CLS CLOSURE OR CLOSER(DOOR) JST JOIST(FLOOR OR ROOF) SNT SEALANT G. Provide minimum 4*concrete cover at under stab utility locations. Mien Concrete glass doors and Iry windows as per local codes. CM GENIIME7ER(S) JT JOINT SPC SPACER AD.5 MISC DETAILS encasement of utility lines Is required,increase slab thickness at the utility line. Install CMU CONCRETE MASONRYUNIT SPEC SPECIFICATIONS utilities lines well below slab. C.O. CASED OPENING KID KNOCKDOWN(CEILING) SPK (AUDIO)SIFEAKER(S) D. Caulk at all sash,: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 CONG CONCRETE KPL KICKPLATE(ON DOOR) STG OR sTo STORAGE H. Provide isolation joint material(asphalt impregnated)between foundation walls and all slabs COND (AG)CONDENSER K/S KNEESPACE STL STEEL including patio, porch and sidewalks. CONST CONSTRUCTION STR STRUCTURAL 10. MECHANICAL&ELECTRICAL CONT CONTINUOUS LAM. LAMINATE(D) SO SQUARE CONTFI CONTRACTOR L LAV LAVATORY(SINKII BUS SUSPENDED 1. Provide"Zip Strip"or tooled control joints where Indicated on the foundation plans. COBB CORRUGATED 1.3.0. LOCATION BY OTHERS S.W. 5HEARWALL A. All electrical and pplumbing requirements shall comply vilth local building codes. All outdoor, CPR COPPER DIMENSION NOTE LIV LIVING bathroom and gartage wall receptacles shall be provided with ground fault cliculft protedon. CORCPT CARPET ILL. LIVE LOAD T TREAD(AT STAIRS)OR TILE Service panels to be(min.)20 circuit,100 amp.110 volt. CAB COURSE(S) LP. LAMINATED PLASTIC T T.B. TOWER BAR 4. FRAMING CSMT CASEMENT LT LIGHT T3.D. TO BE DETERMINED C.ST. CASTSTONE L.T. LAUNDRYTUB TO TERRA coTTA DIMENSIONS ARE TAKEN FROM FACE OF STUD TO C.T. CERAMIC_rILE LTL LINTEL T.CJ. TROWELED CONTROLJOINT FACE OF STUD,UNLESS OTHERWISE NOTED. A. Laminated veneer lumber(LVL)shall provide the design values equal to or exceeding the OTR CENTER OR COUNTER LVL LAM VENNER LUMBER(BEAMS) TEMP. TEMPERED(GLASS) following: B. provide gray box for washer and provide solid metal dryer vent(taped-no screws)to CX CONNEXT)ON LVR LOUVER T&G TONGUE&GROOVE exterior. CY CUBIC YARD TEL TELEPHONE 285 psi in Horizontal Shear,Fv All sower and watter s MAX MAXIMUM THR THRESHOLD 2,000,000 psi in Modulus of Elasticity,E finish grade. D DRYER.OR DRAIN MA 3 MASONRY T.O�C. TOP OF CONCRETE DEIL DOUBLE MATL MATERIAL T.O.F. TOP OF FOUNDATION DECO DECORATIVE MC; MEDIC IN I=CABINET 2800 psi In Banding.Fb leaves to be depth and separation as per local coda below adjacent D 12'D 12'DEr.P M M METER(S) THK T"ICK(NESS) B. Unless otherwise noted,all dimension framing lumber shall have an allowable bending T.O.M. TOPOFMASONRY stress+875 p.s.i.,(1000 psi repetitive)or better, D. Provide main sewer clean-out within 5'-0*Inside or outside of the building line unfew-noted DEM DEMOLIS",DEMOLlrION MECH MECHANICAL T.O.W. TOP OF WINDOW otherwise. DEP DEPHESSED MFR. MANUFACTURER TR OR TAN TRANSOM(WINDOW) DET DETAIL MH MANHOLE TP TOILET PAPER HOLDER OF VARIES D�F. DRINKING FOUNTAIN MIN MINIMUM TV TELEVISION OUTLETOR LOCATION E. In all buildings a ccontinuous conduit shall be Installed from the water meter to an exterior Unless otherwise noted,provided; DH DOUBLEHUNG MIR MIRFOR TYP TYPICAL remote viater matdar reader at a location to be approved by the Water Department. The DLAM DIAMETER MISC MISCELLANEOUS 1. All trusses shall be securely braced both during erection and after permanent installailon in conduit shall be czapable of accepting a low voltage minimum 2 conductor cable supplied DIM DIMCNSICIN MLO MOULDING LIC UNDFACUT(DOOR) a building In accordance with commentary and recommendations as published by the Truss and installed by thhe electrical contractor.The cable shall be copper and a minimum#18. D,L. DEAD LOAD MM MILLIMETER U UNF UNFINISHED Plate Insthuto. The Water departflment shall make the Connections. DN DOWN(STAIRS) MMB MEMBRANE U.N.O. UNLESS NOTED OTHERWISE DIMENSIONS ARE TAKEN FROM FACE TO FA.CE OF MASONRY D.P. DAMP-PROOFING M.O. MAsoNRYOPENING UNIT OR FACE OF MASONRY UNIT TO FACE OF STUD. DR DOOR MOD MODULAR VB VANITYBASE be APA DRY DRYER MACHINE MRB MAREILE V V.8. VAPOR BARRIER 2� Y*high density T&G i Plywood subfloor glued and nailed. Panel span rating stk DS DOWNSPOUT MTL METAL VB36 36WIDE VANITY BASF= 24/32, Exposure 1,with seated edges. Install per manufacturers'spacing and edge DiS DRAWER STACK(CABINET) MT MOUNTED(ING) VERT VERTICAL recommendations. F. Water service sheall be 1'minimum from each exterior.shut off.valva. D.T. DRAIN-RLE MULL MULLION OR MIJI I ED VIN (SHEET)VM& DTL DETAIL V.S. VEGTABLESINK OW DISHWASHER NIA NOT APPLICABLE V.T. VINYLTLE U) fu G. All shower head thefghts to be 80'AFF at fiberglass showers and 84*AFF atcerarnic N N1C. NOT IN CONTRACT LU 1 Y4'underlayment(minimum)under vinyl or tile on wood frame floor systems. DWG DRAWING showers. DWA DRAWER NIL NAILABLE W3630 36"WX30"HWALLCAEI NOM NOMINAL < W W WIDE OR WASHINGMACHINE 4. Min!��high densfty O.S.B.wood roof sheathing wfth'H'dips.APA panel span ratingshaR EA EACH N.T.S. NOTTOSCALE WC WATER CLOSET E ER EYEBROW(FLAT ARCH) N.G.V.D. NAT.GEODETIC V5RTICAL DATOM WD WOOD be 24/0,exposure 1,with sealed edges.Install per manufactufery spacing and edge E.F. EACHFAGE recommendations. IMPORTANT NOTE: P.J. EXPANSIONIJOINT OA OVERALL WF WIDE FLANGE(STEEL BEAM) 0 CBS OBSCURE(GLASS) WH WATr:R HEATER ALL REFERENCES BY STRUCTURAL & MEP EL ELEVATION O�C. ONCENTER W.H. WALLHUNG ELEG ELECTRIC(AL) O.CAB. OVERHEAUCABINET W1 WROUGHT IRON D. Roof truss systems shall be fabricated with wood chords and wood webs in accordance with ENGINEERING WILL SUPERCEDE ALL NOTES, E.P. ELECTRICALPANEL O,D. OUTSIDE DIAMETER WIC WALK-IN CLOSET designs prepared under the supervision of a registered professionall engineer. EG EQUAL O.G.D. OVERHEAD GARAGE DOOR WIN WINDOW REFERENCES & CALLOUTS ON THE ARCHITECTURAL EST ESTIMATE CH OVERHEAD W/W/O WITHORWITHOUIT E.W.0 ELECTRIC WATER COOLER OPNG OPENING WP WATERPROCF(ING) PLANS. NOTIFY DRAFTERS OF DISCREPANCIES & EX(3, EXISTING OPT OPTIONAL W.A. WATER RESISTANT EX" EXHAUST OSS ORIENT ED s rRANa BOARD W.S. WATER SCHENER E. Roof trusses manufacturer shall submit 2 set-,of sealed shop drawings to builder for CLARIFY CONFLICTING INFORMATION. EXT EXTERIOR WSCT WAINSCOT approval of roof trusses and beams W.T.W, WAULTOWALL 'Am TTIC VENT CALCULATION WWM WELDEDWIREMESH F. lvlin3�,�exterior grade plywood or OSB wood sheathing behind all masonry veneer,dryvit panels and cedar siding.See elevations for locations. G� Pressure treated lumber to be used where wood is in contact wit concrete and for N4 mud SWIV0113OLS FORMULA: SUL 1 SQUARE INCH VENT FOR EVERY 300 SWARE INCHES OF CEILING H. Exterior deck construction shall be with pressure treated lumber with dimensions as EARTH PLYWOOD *144 SQ. IN. =; 1 SQ. FT. indicated on the plans. BLDG. CEILING (SF)X 144 = BLDG (SQ. IN.)J ELEVA'BON KEY OR SECTION KEY BLDG. (SQ. IK)/300 = SQ. IN. OF VENT REQUIRED SHEET NUMBER SAND OR GRAVEL FILL INSULATING SHEATHING SQ. IN. OF VENT REQUIRED 2 50% AT RIDGE & 50%AT EAVES WOOD STUD PARTITION BATT INSULATION DETAIL NUMBER OR SECTION KEY SHEET NUMBER 3-2X4 WOOD POST OR 2-2X6 RIGID INSULATION UNLESS OTHERWISE NOTED BRICK WATM CtOSET ANGLE AREA TABULATION 14 CONCRETE BLOCK L CENTERUNE 0 C3 CONCREIE TUB/SHOWER MAIN FLOOR PLAN 1527 SQ.FT. FIB HOSE 8188 (FREEZE PROOF) U_ SECOND FLOOR 670 SQ.FT. STONE ca 'Ca r! I--zis Ir C3 C) GAS LINE STUB TOTAL A/C AREA 2197 SQ.FT. LAVATORY h; S"ff EL CS 0_4?2 FRONTPORCH 93 SQ.FT. a.LL a. d PENNY DIMENSIONAL LUMBER DOUBLE _qNK LANAI 92 SQ.FT. PERPENDICULAR GARAGE 388 SQ.FT. JOB NO. 04-BI-0024 BLOCKING PLATE FINISH GRADE WOOD SINGLE SINK TOTALAREA 2770 SQ.FT. Pine Key 0 ROUND OR DIAMETER SHEET TITLE SHEEr GENERALNOTES A1 . 1 Wo POAOLM laAe-1 r FOUNDATION NOTES [NOTE-FOUNDATION] 1. STRUCTURAL FOUNDA11ON PLANS SHALL BE BY OTHERS. SEE STRUCTURAL ENGINEERING FOR XLL STRUCTURAL DETAILS AND NOTES. CD 2. SLOPE GARAGE FLOOR 1/8" PER FOOT TO A ig OVERHEAD GARAGEDOOROPENING. 3. 4" CONCRETE SLAB W/ 6"x6"x1O"/10" W.W.M. j5 OVER 6 MIL VAPOR BARRIER OVER CLEAN o m 1- WELL! COMPACTED (MIN. 3000 P.S.I.) - SL -8 8 8 TERMITE TREATED FILL. (3000 P.S.I.) FIBERMIX OPT. 4. CONFIRM ALL INTERIOR BEARINGS NTH r 67'-0" TRUSS ENGINEERING OR CONV. FRAMING PLAN. 63-0' 20'-3y2" 9'-1 OY2 9,-10" 3'-0" 18'-0" 5. SUPPLY SEPARATE CONDUITS TO ANY ISLANDS FOR GAS AND ELECTRIC. 6. CONFIRM ALL FLOOR OUTLET LOCATIONS WITWBUILDER AND/OR HOMEOWNER PRIOR TO SLAB POUR. 7. GENERAL CONTRACTOR TO PROVIDE SLAB CONTROL JOINTS EVERY 400 SQ. FT. on 14 L SHOWER 4 ADA V) - - - - -- - - - - -- - - - - - --- - - - --- ------ ---- --- ZZ - -- - - -- - - --- - -- - - -- - - -- - - --- - + _TVT C P4 I FF_ -1 - -- - - -- - - -- - - - - - - - - -- --- - - - -- - - -- ----- -- - -- -- --- r5 --4", < 7 Im Sol F4 1 4- _j i - I = V) T-) 01) BATH Ilk j qL 2_0 LLL�_l 200 3-V12" RECESS , ! �, SLOPE 2:__ FO SHOWER i C) 75_P, VERIFY INTERIOR BEARING WALLS CD mo 0 L.L uj VATH TRUSS ENGINEERING L ------------------------------------ -------- ew 6'-0" 7 45 DEC. fa 'd ?, NOTE: ALL ANGLES ARE > UNLESS NOTED OTHERWISE. B a 0'-0" FIN. FLR C� r_ 0 ---- -- 2--1 QY2" 8'_0/2 5'-8' 13'-8n 18'-0" CL a- F - - - - _j 10'-9)/2 n — - - -- - - - ----- --- L Lo r- t a I I I z I 1 1 7 r-- - --- - -- - - -- - - -- - - - -a) _r_ -co 10 Z3112" CONC. SLAB w/ IF I I 6x6 NO. 10 WWM OR FIBERMESH. 7 Z/ REINF OVER VAPOR BARRIER co OVER CLEAN COMPACTED TREATED FILL C1 T.I I I 1 0 �STEPS TO GRADE AS REQ'D BY CODE e�-O'-5 1/2" ICD SLOPE V L ----- — — — — —— —— ———— —— — —— — — ———4 -- - -- - - --- - --- - -- - - -- -- -- - -- -r 7 _j fo . I I -- - -- - -- - --—- --j - - -- - - - - - - - - - - - - - - — - - -- - - -- - - - - - - -- - -- - - - 14" CONC.. PAD FOR A/C CD 3 -I 24'-0" 22t-011 6-0" 46*-Ol# 7J-O" 14'-Oo 67'-0" CJ FOUNDATION SCALE: 1/4"=l'-O" E NX= .p D u )T, en r. fg fn 0 JOB NO. 04-BI-0024 Pine Key SHEET-MLE SHEET FOUNDATION A 2 .0 L r MAIN FLOOR NOTES 16 0 0 �; OPTOOOR LNOTE—FLOOR 1��';�_2 wl 42"X42" 6 ra co, 1. WINDOW GRILLS ARE STANDARD IN FRONT m- -g e;g CONC,PAD -------- AND SIDE ELEVATIONS AND REAR CL o.- ELEVATION TO BE CLEAR CLASS. g zl:g 42 x 42 PAD I I '% FOR OPT. 12. ALL UNDIMENSIONED PARTITIONS VENTTO g SHOWER ARE 3 1/2� ROUGH. 8 8 x 8 FRAMED COL. SH3060 @ SH3060 @ 4'X 4'-8'GLS EXTERIOR SH3030 @ to 3. ALL ANGLED PARTITIONS ARE 45 E I ca 90"AFF 901AFF BLKS @ 90'AFF co ;2 WE 22-u-E 90"AFF 8'-1 1/8'PLT. HB DEGREES UNLESS OTHERWISE NOTED. . - 9 g-v, , +V+ m r_ r_ 4. PROVIDE MINIMUM 2-2xl2's wl 1/2" IIH I PLYWOOD FLITCH PLATE AT ALL EXTERIOR DBL R/S .1 1 I I[[W —F VENTED WIRE WALL OPENINGS AND INTERIOR BEARING �%HO Wl U,! 0 SHELVING WALL OPENINGS UNLESS OTHERWISE NOTED. EN OS 1 15. 3-2x4's MIN. AT EACH END OF ALL BEAMS Wil?BATH :J [�ItAiJNDRY ROOM AND GIRDER TRUSSES UNLESS OTHERWISE 4068 DBL 2068 11 19'-06 CLG. BYPASS ? NOTED. ALL SUCH CONCENTRATED LOADS 3068 11 28 8 OOR NEE WALL 11 ID/SPI 2868 SHALL BE TRANSFERRED TO FOUNDATION PK @ 40.5u I LL_ L PKT VIA BEAMS, POSTS AND/OR SOLID 30.OPG.1 1 22 112"64'ATTIC BLOCKING. 9'-0" CLG. PEDESTAL < I 2068 SINK —ACCESS 16. ALL EXTERIOR DIMENSIONS ARE TO FACE Lanai p 1 OF STUDS UNLESS OTHERWISE NOTED. Lu M 2868 = 2 2 CAR GARAGE i 7� ALL TRUSSES TO BEAR ON EXTERIOR tn 9'-0" CLG. CD MASTER SUITE TH 4 I PKT WALLS AND/OR GIRDER TRUSSES UNLESS g'—O" CLG. PLANT SHELF 2 8'-0" CLG. Top 44 _0J10 OTHERWISE NOTED ON FOUNDATION PLAN. L 9'-0" CLG. DIS h 11 0 8. TRUSS MFG. TO SIZE MEMBERS, FASTENERS, ci HANGERS & SET SPACING FOR ALL F_ 71- pz TRUSSES. _j ca 02 (D I = I LLZ:...�_j= ZD 19. WINDOW SUPPLIER TO VERIFY AT LEAST V) _2X6_A �:: I \/ I H 0 Pis L_ _�L _j ONE WINDOW IN ALL BEDROOMS TO HAVE — — — — — — — — 2868 A CLEAR EGRESS OPENING OF 5.7 SQ. FT. UP 17R WITH MIN. DIMENSION OF 24" IN HEIGHT AND V. :ELF \D co 1=7� to 20" IN WIDTH; SILL HEIGHT NOT GREATER 1=0 L:2868 I-L m I I SHOE THAN 44" ABOVE FLOOR. m 1 . — 10. BALLOON FRAME ALL EXTERIOR WALLS 0 (ABOVE 8'-l") TO UNDERSIDE OF ROOF SHEATHING - PROVIDE FIRE STOPPING EVERY 8'-0" VERTICALLY IN WALLS > 8'-1". TOP @ 100' v 11. ALL HANDRAIL BALUSTERS TO BE SPACED SUCH THAT A 4" SPHERE CANNOT Foyer PASSBETWEEN BALUSTERS. 12. ALL ELECTRICAL AND MECHANICAL OHC VAULTED CLG 36"PANTRY 81-11/8,PLT. EQUIPMENT & METERS ARE SUBJECT TO g U3 w 484 BASE RELOCATION DUE TO FIELD CONDITIONS; 21"BC CABINET CONTRACTOR TO VERIFY. cco, U.) PLANT SHELF @ 3668 DBL PKT 13, FOR ADDITIONAL NOTES SEE GENERAL 75:S A 100* 3068 SC wl NOTES ON TITLE SHEET & DETAILS. MCI 14. TYPICAL WINDOW HEAD HEIGHT SHALL BE 12"SL ru KITCHEN 96' ABOVE FINISH FLOOR (U.N.O.). I 0i t6 15. WINDOW MANUFACTURER TO TEMPER ALL VAULTED CLG. > 2X6 BOXED WINDOWS 2' WITHIN DOORS, OVER TUB & FRONT PORCH MLIVING ROOM TO CEILING STEPS TO GRADE SHOWERS 7 WINDOWS WITHIN 18" OF THE ——————— VAULTED CLO I cl VAULTED CLG. AS REQUIRED BY CD c 0 C)� 'NA CODE FINISHED FLOOR. Co LL_ RLN 48'BC 11 t @) I 53 :."- — I � LL I SINK to < ------------ c::) CD V/DISP m ---- 34.5'KNEEWALLJ 40.5'h WALL W/ lll:� I NOOK LL XI 24"D,3 Lt- 15*BAR TOP I VAULTED CLG. c D IN @-) I c� U- m RANGE W1 CD g MICROHOOD C9 L 6. — ——————— ——————-- U) 36*BC 360 BC] l0xl0 FRAMED COL. k------- ---- I OFFSET I'FROM PORCH EDGE H 3060,9H 3060 SH @ BLKS @ 54' 944 AFF 84g AFF AFF (m 3050 SH @ 84" 2030SH @ AFF B4"AFF ---- ------------------------------------------- X c� 2068 0 u BATH #3 cot� STUDY/BEDROOM OPT. U�� BEDROOM #2 C)a_ VAULTED CLG. co cq CATHEDRAL CLG CATHEDRAL CLG. co BEDROOM #4 D/s LINEN CATHEDIRA�CLG LL — — — — — — — — — — — -- — — — — — — — — — — — — - — — — — — — — — — U- 0 < L J 2 vBATH 13 cl AuLTED cLG. U- z 4=J CD 12 X 12 FLAT N, FOR CLO FAN 2668 42"KNEE WALL OPT.2668�J777:-_7 '/ 206 ELL CATCH IF F (21 206r 2668 42"KNEEWALL Rls /----------------- L----------------- 12"BOX DOWN HEADER W Eno -------------------------------- _c i p 'IM AREA TABULATION 4 cc 4 cn ci x C, 0 MAIN FLOOR PLAN 1527 SQ.FT. fl-U- 0. -SECOND FLOOR 670 SQ.FT. JOB NO. 04-BI-0024 TOTAL A/C AREA 2197 SQ.FT. FRONTPORCH 93 SQ.FT. Pine Kr,.:;y LANAI 92 SQ.FT. SHEFF-riTLE SHEEF GARAGE 388 SQ.FT. MAIN FLOOR PLAN TOTALAREA 2770 t5Q.FT. IL--------------------------------------------------------------------------------------------------------------------------------------------j A2. 1 L r EL 67'-0" uj, 6'_0i 4' 14'-2" 5Y2 5'—5" 21'-5)/2" e-- 25 s—E i -5 .2 Its cl Us 20-5)s 21-21$ 2'-6" A! S-5)/2" 4'—5" Q 71—1 21— w R'IZ M Q > 13'-7" 'P 13 0,e us 101-11181,PLT HS +Vt �14 C) I i 4 cy- CD C> 7'—5Y2 -1 2 CD cc -I C) 4'-5Y21r) 0 01" 6'- 04 2p—11 1; Cl N N Lr_ OY2 61-3111 l'— )Y21 ilk.L;7 3" 141-2t) OY2 _u 3 rl,l LO 2'-7)/2" Joss, 3'—0" 9'-5" c. i'u (u o LT c C14 L———————— M > c) cc) AM I lot—VI a In,--------- - uj FIL--------- -——————— AM Is L Bill 9'4 1/8'PLT 41-0)s 171-61' 3-4" le- 33-2y) 14'-2)/2" 51-0" 21-0" 24'-0" e 241-0" 22'-0" 7?—O)p 14'-0" ? A 67'-0" 51'-5Y2" 2'—6 9'-5" 28'-5" 6,_8" 2'-2" 1'-10" 5'—5)/2" 18'_1 1,Y2" ------------ CD 2j-6,Y2f) von U) cC,4 i _cD co 0 L L cn N, 2 ct) -pe) I T-) _c an L N ------I/ - �L__ I F, S, . C) 0g. 61-0" 3'_9J/2 �61 Cl I /I 71) -I t-) AREA TABU' LATION ---------- ------- _.�l C) co ---------- U9 r_ MAIN FLOOR PLAN 1527 SQ.FT. -2 3'—0" 7'—1 -SECOND FLOOR 670 SQ.FT. 13'—7,Y2 23'-4" 12;-011 TOTAL A/C AREA 2197 SQ.FT. JOB NO. 0+-Bl-0024 5 2 -------------------------------j FRONT PORCH 93 SQ.FT. Pine Key LANAI 92 SQ.FT. SHEEr TnU SHEEr -GARAGE 388 SQ.FT. SECOND FLOOR TOTALAREA 2770 SQ.FT. PLAN A2.2 L E ;G J2=0 w IN .-o I? 'W CD be m m u V) cm) 75 > m CD ---------- -------------- Tr 0 j_- cu Lu c,2 Q- (ki C) uj Cu co 7� RIDGE RIDGE RIDGE ICU I t Z2 O� 25—9y2o 2' SKYLIGHT F 7 --------------4 ------------------ 10, Lo L---------------------------------------------------------- ----------------------------------------------------------------------- to 0 CD co 47� X 0-LL rL JOB NO. 01-BI-0024 Pine Key SHEET TrrLE SHEET ROOF LAYOUT A2.3 L EXTERIOR ELEVATION NOTES �t.1 1 (NOTE—EXTELEV] 12 J. GRADE COND111ONS MAY VARY FOR INDIVIDUAL SITE FROM THAT SHOWN. 0.8 21 BUILDER SHALL VERIFY AND COORDINATE 8 2 .9 PER ACTUAL SITE CONDITIONS. its 2. PROVIDE ROOF AND SOFFIT VENTS AS § J 08 -. '0— REQUIRED BY CODE AND MANUFACTURERS SPECIFICATIONS. F-ALL SHINGL 9' 1-1/ P LT. 6 4- FRIEZE (TYP) uJ L SHI GLE ARC 0'-0" FIN Am 11 m 1/8" PLT. 8-1 1 " PILT. LAP SIDING - FRIEZE (TYP) to 4n TRIM (TYP) m ILI 0'-0" FIN. FL 0'-0" F Lm cl a, FRONT ELEVATION- SCALE: 1/4!'=l'-0" 12 Jza� PU-0, 4� FRIEZE (TYP) 4- TRIM (TYP) 0'-0" FIN. FL ASPHALT SHINGLES 8,—1 1 8" PLT. co .p LAP SIDING L 4" TRIM (TYP) ko CD CD op 0'-0" FIN. FL —oil FIN. ce 53 GRADE GRADE JOB NO. 0-1-Bl-W24 RIGHT ELEVATION- Pine Key SCALE: 1/4jj=l)-0` SHEEr TlTLE SHEET FRONT&RIGHT ELEVATIONS A2.4 L r EXTERIOR ELEVATION NOTES �s (NOT-E-EXTELEV] I. GRADE CONDITIONS MAY VARY FOR -B g INDIVIDUAL SITE FROM THAT SHOWN, 0 c- i BUILDER SHALL VERIFY AND COORDINATE 4 rz E Ma. PER ACTUAL SITE CONDITIONS. 2. PROVIDE ROOF AND SOFFIT VENTS AS B e 2 r= REQUIRED BY CODE AND MANUFACTURERS SPECIFICATIONS. 12 6 CD I �PLT. CD 12 �j 6 L Lj 19; ob 0'-0" FIN. FL LAP SIDING U. 4- FRIEZE (TYP) pq r4 4- FRIEZE (TYP) -co '> lcQ'"S "u m 4" TRIM (TYP) 4" TRIM (TYP) 0'-0" FIN. FL 0 1-0" FIN. FL GRADE GRADE Ir REAR ELEVATION- SCALE: 1/4�4-0" wo 12 ASPHALT SHINGLES 4mJ '-1 1/8" PLT. 4" FRIEZE (TYP) co 4" FRIEZE (TV) VE 2; LAP SIDING L 4- TRIM (TYP) 4" TRIM (TYP) 7 . 0 r'j 0I 0' 0'-0" FIN. FL —0" FIN. FL C3 GRADE GRADE NJ JOB NO. 04-81-0024 LEFT ELEVATION- Pine Key SCALE: 1/4"--l'—O" SHEET TfTLE SHEET REAR&LEFF ELEVATIONS A2.5 L cq 2 1 s r 10 V c: !�i E? aw 20 L 3#-0#' 21-8" 3'-0" 2'—0" 3'-6" I" M cz Ploaaal pq MICRO -------------- REF SP. 8 fu ICU E -9 on RANGE > 12 -0 DW SP. -z� CD c ICU I ---A I F 11-01' 2'-0" 4)-01' 2'-0" 3,—o" 2'—B" 3'-0" x KITCHEN2 x 4—,,� '�'�REMOVE FOR OUTLETS KITCHEN SCALE: 1/2"=l'—O" SCALE: 1/2"=V-0" C) 40.5" KNEEWALL DETAIL 2 x 4-,'�W 41-0" e 0 o o =0 co F. 15 arm 0 -c P L 0 ICD CD lo LL==iJ QA ---------- 306 NO. 04-BI-0024 BATH #3 MASTER BATH SCALE: 1/2"=V-0" Pine Key SCALE: 1/2"=:l'—O" SHEET TITLE SHEET INTERIOR ELEVATIONS A2.6 L si /7 r ELECTRICAL KEY F& SINGLE POLE OUTLET 6m R A i DUPLEX CONVENIENCE OUTLET 2 23 ._2 20 g -5 22.= US DUPLEX OUTLET ABOVE COUNTER co r- �t wp WEATHERPROOF DUPLEY OUTLET -2;' mo�g E F= 2 Z jl� P:�)cffl GROUND-FAULT CIRCUIT-INTERRUPTER j5 0 DUPLEX OUTLET 2 'gu'2 9! M HALF-SWITCHED DUPLEX OUTLET LL L SPECIAL PURPOSE OLITLET/JUNCTION BOX DUPLEX OUTLET IN FLOOR 220V 220 VOLT OUTLET OVERHEAD DUPLEX WALL SWITCH 3 THREE-WAY SWITCH �-4 FOUR-WAY SWITCH RHEOSTAT SWITCH 0 Lu R ui (A om DIMMER SWITCH REINFORCED JUNCTION BOX CEILING MOUNTED INCANDESCENT L LIGHT FIXTURE K� WALL MOUNTED INCANDESCENT LIGHT FIXTURE -y- RECESSED INCANDESCENT LIGHT FIXTURE CD RECESSED ADJUSTABLE EYEBALL INCANDESCENT LIGHT FIXTURE M INCANDESCENT LIGHT FIXTURE WITH PULL CHAIN EXIT LIGHT r-------- EMERGENCY LIGHT FLUORESCENT LIGHT FIXTURE VPT LIGHTING Ho FLUORESCENT UGHT FIXTURE NTH PULL CHAIN Ir TRACK LIGHT -------- OGFI EXHAUST FAN (VENT TO EXTERIOR) < 0 TILE EXHAUST FAN/LIGHT COMBINATION fu M cn :Mo cl (VENT TO EXTERIOR) 0 cs EXHAUST FAN WITH HEAT LAMP rpl�'- 20V LE (VENT TO EXTERIOR) =u _j @ TILE CHIMES E!T= > t P�� '" u Lll-uo CARPET 3:�,GFI PUSHBUTTON SWITCH PB 7-:: SMOKE DETECTOR 0 L41 �r 0 r- < _j HEAT DETECTOR CARPET r r=1 11 Ak PC /I CO2 DETECTOR InL_ —il :GFI I \\ III T THERMOSTAT nQ U) GFI k. SPEAKER to PHONE (I-CAT3) 8 C*� w 00 �> 1 't, 11 i A DDC (1-CAT5, 1-RC6) 3:E 0- Lj < MDC (2-CAT5, 2-RG6) TV ELECTRIC METER v Lr- ELECTRIC PANEL ED Cl CEILING FAN PREWIRE (PROVIDE ADEQUATE: SUPPORT) CARPET 2�E v Fl CEILING FAN / LIGHT PREWIRE (PROVIDE ADEQUATE SUPPORT) /* ELECTRICAL NOTES: CARPET ..... ............ =1 (NOTE R ECTRIC] PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS AS REQUIRED BY NATIONAL FIRE x PROTECTION ASSOCIATION (NrPA) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES CIRCUITz INTERRUPTERS (GFI) AS REQUIRED BY TILE 2. PROVIDE AND INSTALL QROUND FAUL -------- PB ru NATIONAL ELECTRIC CODE (NEC) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. ELECTRICAL CONTRACTOR TO PROVIDE REQUIRED TILE CL 3. -UPS/CUTOFFS. DIRECT HOOK HVAC CONTRACTOR TO VERIFY THERMOSTAT A 4- LOCATIONS. ALL ELECTRICAL AND MECHANICAL EQUPMENT (I.E. 5. yl "X-1 �17 FURNACES, A/C UNITS, ELECTRICAL PANELS, Nt SANITARY SUMP PITS, DRAIN TILE SUMP, AND WATER HEATERS) ARE SUBJECT TO RELOCATION jr.�c DUE TO FIELD CONDITIONS. TV Fl -------- *GFl — — — — — ELECTRICAL DEVICES: ARNF-FINISHED FLOOR: SWITCHES OVER COUNTER. . . . . . . . . .48" TO CL Av mw :WALL OUTLETS OVER COUNTER. . . . . . .480 TO CL REMAINING SWITCHES . . . . . . . . . . . .48" TO CL 0 �WALL OUTLETS. . . . . . . . . . . . . . . .16' TO CIL BATH VANITY BRACKET OUTLET 1,2 (1' ABOVE TOP OF MIRROR). . . . . .88" TO CL WATER SOFTENER AND SUMP OUTLETS 45" TO CL TELEPHONE OUTLETS. . . . . . . . . . . .16" TO CL TELEVISION OUTLETS. . . . . . . . . . . . .16' TO CIL EXERIOR GFI OUTLETS. . . . . . . . . . . .16' TO CIL �GARAGE GA (ABOVE GARAGE FLOOR) 48" TO CL NCO �FRONT DOOR COACH LIGHT. . . . . . . . .84" TO CL (D GARAGE DOOR COACH LIGHT, (ABOVE GARAGE FLOOR) . . . . . . .84" TO CL DINING AND BREAKFAST FIXTURE .64" TO BTM OF FIXTURE E FOYER AND STAIRWAY FIXTURE . . . . . .96" TO BTM VIM OF FIXTURE �u �L THERMOSTAT. . . . . . . . . . . . . . . . .54" TO CL u DOORBELL CHIMES. . . . . . . . . . . . . .84" TO CL co DOORBELL BUTTON. . . . . . . . . . . . . .LEVEL W/ 0 ca DR HANDLE rn iKITCHEN WALL HUNG MICROWAVE OUTLET . . . . . . . . . . . . . . . . . .76" TO CL o'.. MAIN FLOOR ELECTRICAL KITCHEN DISHWASHER RECEPTACLE . . .UNDER SINK cm) K'Q SCALE: 1/4"=l'-O" KITCHEN RANGE . . . . . . . . . . . . . . .24� TO CIL KITCHEN REFRIGERATOR. . . . . . . . . . .48" TO CL WASHER/DRYER OUTLET. . . . . . . . . . .48' TO CL CL LL a. 30B NO. 04-131--0024 CL CENTER LINE I FIELD VERIFY Pi ne Key 2 MASTER BATH STANDARD 30" HIGH VANITY TO BE RAISED 4" SHEET 1= SHEET MAIN FLOOR ELECTRICAL E1 . 1 L ELECTRICAL KEY r 89 [flow—Eucsym] �2 F& SINGLE POLE OUTLET '211 pQl DUPLEX CONVENIENCE OUTLET xi f-A g kV DUPLEX OUTLET ABOVE COUNTER k�)[Wp WEATHERPROOF DUPLEX OUTLET _g E0 vo �E PZ[GFI GROUND-FAULT CIRCUIT-INTERRUPTER DUPLEX OUTLET t 2 HALF-SWITCHED DUPLEX OUTLET ad SPECIAL PURPOSE OUTLET/JUNCTION BOX -09 -1= DUPLEX OUTLET IN FLOOR 220V 220 VOLT OUTLET OVERHEAD DUPLEX WALL SYdTCH 9 3 THREE-WAY SWITCH �_4 FOUR-WAY SWITCH R RHEOSTAT SWITCH L" 4 DIMMER SWITCH D DM Q REINFORCED JUNCTION BOX CEILING MOUNTED INCANDESCENT L LIGHT FIXTURE WALL MOUNTED INCANDESCENT LIGHT FIXTURE RECESSED INCANDESCENT LIGHT FIXTURE P4 RECESSED ADJUSTABLE EYEBALL INCANDESCENT LIGHT FIXTURE -Q-pC INCANDESCENT LIGHT FIXTURE ANSI WITH PULL CHAIN EXIT LIGHT EMERGENCY LIGHT FLUORESCENT LIGHT FIXTURE FLUORESCENT LIGHT FIXTURE WITH PULL CHAIN TRACK LIGHT EXHAUST FAN (VENT TO EXTERIOR) ------- EXHAUST FAN/LIGHT COMBINATION PH PH (VENT TO EXTERIOR) S�g TV o - Q) co all: EXHAUST FAN WITH HEAT LAMP (VENT TO EXTERIOR) TILE CARPET CARPET CHIMES > = 12-2 6 CARPET Hi]PB PUSHBUTrON SWITCH fu> cy) PH CD c SMOKE DETECTOR I:r HEATDETECTOR (0 CO2 DETECTOR _0Z76_\l0 _ea Cr_N_ 1-04- - - - - - -- f (D THERMOSTAT — — — — — — — — — — — — SPEAKER -CAT3) PHONE (1 DDC (I-CAT5, 1-RG6) TVv LM MDC (2-CAT5, 2-RG6) CARPET 0) ELECTRIC METER -_LZiilL_ ELECTRIC PANEL TV CEILING FAN PREWIRE ---------------------- f- ------------ ---------------- ------------------ (PROVIDE ADEQUATE SUPPORT) CEILING FAN / LIGHT PREWIRE (PROVIDE ADEQUATE SUPPORT) ELECTRICAL NOTES: [NOTE—UECTMCI PROVIDE AND INSTALL LOCALLY CERTIFIED aMOKE DETECTOR AS REQUIRED BY NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES PROVIDE AND INSTALL ON-UND ELL . 2. CIRCUIT-INTERRUPTERS (GFI) AS REQUIRED BY NATIONAL ELECTRIC CODE (NEC) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. ELECTRICAL CONTRACTOR TO PROVIDE REQUIRED 3. DIRECT HOOK-UPS/CUTOFFS. HVAC CONTRACTOR TO VERIFY THERMOSTAT 4- LOCATIONS. ALL ELECTRICAL AND MECHANICAL EQUIPMENT (I.E. 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 FINL%HED FLOOR: 7; SWITCHES OVER COUNTER. . . . . . . . . .48' TO CIL WALL OUTLETS OVER COUNTER. . . . . . .48" TO CIL REMAINING SWITCHEa . . . . . . . . . . . .48" TO CL WALL OUTLETS. . . . . . . . . . . . 16" TO CL BATH VANITY BRACKET OUTLET (f ABOVE TOP OF MIRROR). . . . . .88" TO CIL 1,2 WATER SOFTENER AND SUMP OUTLETS 48" TO CL TELEPHONE OUTLETS. . . . . . . . . . . . .16" TO CIL TELEVISION OUTLETS. . . . . . . . . . . . .16" TO CIL EXERIOR GFI OUTLETS. . . . . . . . . . . .16" TO CL GARAGE GFI (ABOVE GARAGE FLOOR) 48- TO CIL FRONT DOOR COACH LIGHT. . . . . . . . .84" TO CIL GARAGE DOOR COACH LIGHT, I (ABOVE GARAGE FLOOR) . . . . . . .84" TO CIL DINING AND BREAKFAST FIXTURE . . . . .64" TO BTM OF FIXTURE FOYER AND STAIRWAY FIXTURE . . . . . .96" TO BTM OF FIXTURE THERMOSTAT. . . . . . . . . . . . . . . . .54" TO CL DOORBELL CHIMES. . . . . . . . . . . . . .84' TO CL DOORBELL BUTTON. . . . . . . . . . . . . .LEVEL W/ 0 CD DR HANDLE KITCHEN WALL HUNG MICROWAVE OUTLET . . . . . . . . . . . . . . .76" TO CIL r?V_ KITCHEN DISHWASHER RECEPTACLE . . .UNDER SINK KITCHEN RANGE . . . . . . . . . . . . . . .24" TO CL co KITCHEN REFRIGERATOR. . . . . . . . . . .48" TO CL WAbHLR/DRYER OUTLET. . . . . . . . . . .48" TO CIL JOB NO. 04-Bl-0024 CL = CENTER LINE 1 = FIELD VERIFY 2 = MASTER BATH STANDARD 30" HIGH Pine Kuy VANITY TO BE RAISED 4" SHEET TlTLE SHEET SECOND FLOOR ELECTRICAL El .2 L 7yo IA� a�gc �a k ::,-2 x) I= ve CQ 2 'd) V) AG r_- E3 g., 20 2 16 a) — F_ 0) E - ca Z' cx a; 12 CL G -6 SLOPE3/4'xl2b AT GARAGE DOOR 1/2"x7"WEDGE ANCHOR 3112"CONCRETE SLAB REINF. @ 32'O.C.w/2xZxl 18' w/6x6xl 0/10 W.W.M_ 3 1/2"CONCRETE SLAB REINF. WASHERS @ 32*O.C. 3 1/2"CONCRETE SLAB REINF. EXPANSION JOINT W/6x6xl 0/10 W.W.M. W/oxexl 0/10 W.W.M. 3 1/2"CONCRETE SLAB REINF. 4k -777 ,17 W/6x6x1 0/10 W.W.M. JOINT c -M-1 FFF-- 6 MILL POLY VAPOR BARRIER 4 f 6 M COMPACTED EARTH 6 M11 I POLY VAPOR BARRIER 6 IiILL POLY - - * "0� '_A COMPACTED EARTH 6 MILL POLY VAPOR BARRIER 6 MILL POLY VAPOR BARRIER .1 (2)#5 REBAR CONT. C 0 M P A CT F r Col (2)#5 REBAR CONT.. MPACTED EARTH COMPACTED EARTH f T T co 95 REBAR CONT. #5 REBAR CONT. Ln m CONCRETE FOOTING CONCRETE FOOTING CONCRETE FOOTING iCONCRETE FOOTING THICKENED EDGE GARAGE TURNED DOWN EDGE DETAIL BEARING STEP DOWN INTERIOR STEP DOWN DETAIL 10 - 9 - 8 SCA SCALE; 3/4"4-0" SCALE: -31e-l'-Go LE: 314"=V-0m 'SCALE: 3/4�4-00 U) T� 181 w c') 0 LL cn C103 ol OVERLAP SLAB 1 1/2" cu CD HOLD HDFI.BILK. 2i > hi TO OUTSIDE NAIL RO)OF SHEATHING c) c 1 1/2" (PER STrRUCTUIRAL) 0 _r_ IMPORTANT NOTE: CL a. FIBERGILASS SHINGLES TYP.SLAB REFER TO ROOF PLAN AND J\f 1/2"x7'WEDGE ANCFIOR OVER 3;0#FELT OVER 71116" EAVE DETAILS ON SHT 32"O.C.%v/21x2"xt/8" EXP.JOINT OSB BOARD OR 15/32'PWD AD.2 FOR AOOF PITCHES WASHERS@ 32"O.C. SHEATHING. FOR ALL HOUSES .. . . I I . . i TYP.SLAB AIR BAFFFLE BTW EA TRUSS 12 3 1/20 CONCRETE SLAB REINF. TO MAIINTAIN I1Z'MIN AIR VARIES STRAP FOR�TRUSS z SPACE FOR VENT ANCHORAGE 161 (SEE STRUG URAL) wt 6x6xiO/10 W.W.M. FEI I I IEEEI I I 01H. GALV. IMETAL R-30 INSULATiO AT CLG. DRIP EIDGE Is TYPICAL FOUNDATION 6 MILL POLY VAPOR 13ARR(ER f COMPACTED EARTH TYPICAL FOUND rION T"I (2)#5 REBAR CONT. WRAPfPED 518"GYP. BD.CLO. El I I IE—El I I IE I 1��M I I �1 I I I ALUM. FASCIA OVER,2x8 PERFORATED I I N4 I- 111k�1111 1/2"GYPSUM BOARD VINYL/f ALUM. SOFF1 2x STUDS 00(MIN#2 STUCC)0 FRIE-Z HIM I I I NEI I I I El I I 1=1 I I SPF) PROVIDE MID-WALL BLOCKING FLAT WISE 9 JOINTS IN SHEATHING P.T.2x PLATE 7/83"MIN.LIGHT CONCRETE FOOTING STEMWALL FOOTING STEMWALL FOOTING TE:XT. STUCCO VE:_NEER OVER 3/4"PLYWOOD GLUED&SCREWED INTERIOR BEARING DETAIL FOUNDATION DOOR PORCH EDGE MffL LATHE AND TO 16"PRE-ENGINEERED FLOOR 6 5 VAkPOR BARRIER TRUSSES OR T.J.1.JOISTS CUP 24" SCALE. 3/4- 1'-o" SCALE: 3/4"=1'-0* SCALE: 3/4'=1 -oij 00 (SEE FLOOR TRUSS ENGINEERING) RIM JOIST BY TRUSS MANUR co NAIL ROOF SHEATHING I S1TFLOOR TO (SEE FLOORTRUSS (PER STRUCTURAL) IMPORTANT NOTE: -AVE 2NJD FLOOR ENGINEERING) 12 REFER TO ROOF PLAN AND E STrRAPPING PER FIBERGLASS SHINGLES OVER VARIES DETAILS ON SHT AD.2 FOR ROOF STrRUCTURAL 1/2"CEILING BD OR 5/8"GYP.EID 301t FELT OVER 7/16"OSB BOARD PITCHES FOR ALL HOUSES T OR 15/32"PWD SHEATHING. 7 16" TYP. P.T.2X BOTTOM PLATE W/SILL SEALANT AIR BAFFLE BTW`EA TRUSS - O.H. STRAP FOR TRUSS ANCHORAGE(SEE TO MAINTAIN 1112'MIN STRUCTURAL) & 112"x 10"ANCHOR BOLTS AT 324 O.C. W/2"x 2*x 1/8"WASHER AT EACH BOLT. AIR SPACE FOR VENT R-30 INSULATION AT CLG. (n 1/2"CEILING BD OR 5/8"GYP. 60 TYP GALV.METAL < TYPICAL ANCHOR SEMCO TPP4 AT 32" DRIP EDGE § STOP EXTERIOR WRAPPED ALUM. cc FINISH 1" 4"CONG SLAB W/6XGX1 0/10 WWF FASCIA OVER 2xB z BELOW OVER 6 MIL VAPOR BARRIER OVER 22 FINISHED PERFORATED PROVIDE MID-WALL BLOCKING FLAT TYPICAL SLAB CLEAN,WELL COMPACTED,TREATED FILL WISE @ JOINTS�IN SHEATHING T_ FLOOR VINYU ALUM.SOFFIT o 70"MIN.LIGHT cc - — 2x STUDS @ 16"OC(MIN#2 8 TYP.VERT. SLOPE STUCCO FRIEZE TEEXT. STUCCO Z U- ENEER OVER SPF) GRADE I STORY: 20"X 10'CONG.FOOTING W1 MTrL LATHE AND z REINF. IF= VE E P.T. PLATE W1 ANCHOR zo (2)#5 CONTINUOUS AND(1)44 DOWEL PROVIDE MID-WALL BLOCKING FLAT VAkPORBARRIER C) 0 BOLTS PER I— WISE @ JOINTS IN SHEATHING Ir P_ AT CORN ERSIOPENINGS AND 48"O.C. t < STRUCTURAL > F I YPICAL FOUNDATFION -OFI-(1)#6 DOWEL AT CORNERSIOPNG'S _j U- 4"CONCRETE SLAB WITH AND 96-O.C.,AND(1)#5 CONTINUOUS AT 2X STUDS g 16"00(MIN#2 SPF) 90 __1 6"x6"xi 0/10 W.W.F.TYP.(3000 c� Ill 0 N q z PSI. FIBER MESH OPTIONAL). U) C,4 EI I I JE HEADER BLOCK. Ed I I I III 7/8"MIN.LIGHT to (1)#5(CONT. P.T. PLATE W/ANCHOR BOLTS PER cn 4:14 TEXT. STUCCO < STRUCTURAL SLOPE:GRADE 2 STORY: 24'X 10,CONC.FOOTING W/ VENEER OVER (3)#5 CONTINUOUS AND(1)#4 DOWEL C'D AWAY)ALL SIDES" AT CORNERS/OPENINGS AND 48"O.C. MTL LATHE AND 4"CONCRETE SLAB WITH 6"x6"mullu EFE I I I I Lu IXO 0 . -OR-(1)#5 DOWEL AT CORNERSIOPNG'S VAPOR BARRIER W.W.F.TYP.(3000 PSI.FIBER MESH 6 MIL VAPOR BARRIER a3 E tz AND 96'O.C.,AND(1)#5 CONTINUOUS AT OPTIONAL). HEADER BLOCK. (1)#5 CONT. 3 A 0 (1) TYPICAL FOOTING(MONOLITHIC OPT) a. rL m 240 A W=f;ff,� SEE STRUCTURAL FOR SIZE& I 1_1 I I F I I I I A I (N E): BEND ALL DOWELS MINIMUM SIDES REINFORCIN G 20" 12"AT TOP&BOTTOM,EMBED MINIMUM SLOPE GRADE AWAY ALL 6ff INTO FOOTING. 6 MIL VAPOR BARRIER JOB NO. 1 STORY x N PROJ.IVIGR. DRAWN BY TYPICAL FOOTING(MONOLITHIC OPT) CHECKED BY SEE STRUCTURAL FOR SIZE& REINFORCING STEMWALL FOOTING STEMWALL FOOTING CURB DETAIL AT GARAGE TYPICAL FOOTING TYP 1 STORY WALL SECTION TYP 2 STORY WALL SECTION SHEET TITLE SHEET FOUNDATION SCALE- 3/4"=V-0" 3 SCALE- 3/4"=V-0" SCALE: 1/2"4-0" SCALE: W=W-O" DE'rAILS ADA j L �gl PRE-FAB CHIMNEY NO PENETRATIONS AT FIELD NO PENETRATIONS AT FIELD r 2 (n 8 . CAP OF SADDLE FLASHING OF SADDLE FLASHING L ai E 2 ALUM. FLASHING - T; :9 g SIMPSON HS 8 'Q E Z ",51, z5 WOOD STUD WALL SYSTEM <13 _ . -5 R; AT EACH JOINT E 20X4"BLOCKING(SEE WOOD STUD WALL SYSTEM v; 5- -t- (TYPICAL) CEMENTITIOUS FINISH SYSTEM v CRICKET MANUF.SPECS. FOR w Hen CEMENTITIOUS FINISH SYSTEM 45 CL cu m 7/8"MIN SIDING OVER CHIMNEY MIN. DISTANCE) 2 E CONTINUOUS WALL SHEATHING 6 -� :s A. 8 8 MTLLATHE r CONTINUOUS WALL SHEATHING CORROSION RESISTANT METAL SHEATHING EXTERIOR FINISH CORROSION RESISTANT METAL SCREED o OVER 1/21 SHEATHING SCREED CORROSION RESISTANT METAL 5"x5"CONT. OR O.S.S. ZBAR FLASHING W/SEALANT 2X6s NAILED TO GALV.MTL. CORROSION RESISTANT METAL FLASHING 7/8"MIN STUCCO Z-SAR FLASHING W/SEALANT CORROSION RESISTANT METAL STUDS w/16d @ W �z! z FLASHING OVER MTL LATHE TOP FLASHING Oc n CORROSION RESISTANT METAL STD ROOFING < BLOCKING CaMID POINT 1 TRUSS TOP CHORD z ROOF SHINGLES rr_ MEN CHIMNEY EXCEEDS PAN FLASHING m Lu =: 6'-0" IN HT. ROOF SHINGLES Z ROOF SHEATHING w SEE STRUCTURAL ROOF SHEATHING ROOF FRAMING I FOR HURRICANE Z? z PRE-FAB CHIMNEY I ANCHORAGE cQ 65 ROOF FRAMING/ E� CL DETAILS 2" :2i I. ce) TRUSS 2*x4'STUDS @ 1 6w 010. ZD BOTTOM TRUSS CHORD CHORD GALV.MTL. FLASHING CRICKET P4 Nil- 013%2mx4w BLOCKING SIMPSON MTS12 @ EACH 14 CORNER y mkx. T/T 11 U� ll 24" 4-i 6d EA SIDE, V-4"MIN. 0 TYP CHIMNEY CHIMNEY ROOF - FLASHING ROOF - FLASHING CHIMNEY ATTACHMENT DETAIL CHIMNEY SECTION ROOF TO WALL. ROOF TO WALL- 12 11 10 9 SCALE: 1 1/2"=V-0" SCALE: 1 1/2"44' SCALE: 1 1/20=1'—O" SCALE: 1 1/2`4-00 .5 cf) > ca SECURE VALLEY FLASHING AT MAX.24"O.C.W1 CLIPS IMPORTANT NOTE: o o L4 FABRICATED OF SIMILAR OR COMPATIBLE MATERIAL. PROVIDE STARTER STRIPS AND WIND CLIPS AS REQUIRED REFER TO ROOF PLAN m E: ,- NO PENETRATIONS THROUGH VALLEY FLASHING. PER ROOF MATERIAL MANUFACTURER REQUIREMENTS 12 5 FOR PITCHES 11-4m T z PROVIDE STARTER STRIPS AND WIND CLIPS AS REQUIRED RIDGE OR HIP RIDGE VARIES AD. 2 n TYPE LINEAR VENT q: PER ROOF MATERIAL MANUFACTURER REQUIREMENTS m INSTALL AS PER ALUM RAKE FASCIA 2x8 RAKE > (D MANUFACTURERS WRAPPED IN ALUM c: 15- o CORROSION RESISTANT METAL TRIPLE RIB WRITTEN INSTRUCTIONS TYP ROOF CONST cl _cr VALLEY FLASHING WITH 1"HIGH'V'CRIMP8 SEE WALL SECTIONS 2X4 OUTLOOKERS AT a. a. REQUIRED CLEARANCE PER ROOF ROOF SHINGLES 24"O.C. MANUFACTURER REQUIREMENTS APPLIED TO I LINEAR RIDGE CAP SEE 1-AD.I FOR FASCIA& ROOF SHINGLES VENT SOFFIT NOTES& FINISHES ROOF SHEATHING ROOF FRAMING ROOFSHINGLES ROOF SHEATHING 10" ROOF FRAMING SIDING OVER�/l 6-OSS MIN. ()ABLE END TRUSS W/ ALUM FASCIA OVER VERTICAL MEMBER @ 16-O.C. FRIEZE WEAVE ROOM UNDERLAYMEN PER 4m MIN. ROOFING MFR'S RECOMMENDATIONS W/ 36"WIDE 309 SWEAT SHEET RIDGE GAP FOR VENTILATION ROOF - FLASHING ROOF - RIDGE UP SIDING ROOF VALLEY ROOF - RIDGE & HIP RIDGE VENT CORNER ELEVATION TYP_ RAKE DETAIL 8" OH_ 7 SCALE: 1 1/2n=l'—Om SCALE: 1 1/2-4-0- / SCALE. 1 1/2'4-0� TRUSS ENGINEER To PROVIDE FIBERGLANISS SHINGLES TRUSS ENGINEER TO PROVIDE FIBERGLASS SHINGLES TRUSSENG INEER TO PROVIDE FIBERGLASS SHINGLES TRtUSS ENGINEER To PROVIDE FIBERGLASS SHINGLES TRUSS HEELS WHEN VARIOUS PITCHES TRUSS HEELS WHEN VARIOUS PITCHES TRUSS HEELS WHEN VARIOUS PITCHES TRtUSS HE�LS WHEN VARIOUS PITCHES INTERSECT EACH OTHER, 80 FASCIAS INTERSECT EACH OTHER,SO FASCIAS INTERSECT EACH OTHER, SO FASCIAS INITERSECT EACH OTHER,SO FASCIAS BAFFLE ALIGN W1 CONSTANT OVERHANGS,SEE AIR BAFFLLE ALIGN wl CONSTANT OVERHANGS,SEE AIR BAFFLE ALIGN w/CONSTANT OVERHANGS,SEE Ain BAFFLE ALI ION W/CONSTANT OVERHANGS,SEE ROOF PLAN ROOF PLAN ROOF PLAN RO)OF PLAN LINE INDICATES ROOF AT LINE INDICATES ROOF AT LINE INDICATES ROOF AT 8:12 ROOF I PITCH 7:12 ROOF PITCH 6:12 ROOF PITCH 2'-8m ALUMINUM 21.8" e ALUMINUM ALUMINUM 12 C-3UTTERS ALUMINUM 12 GUTTERS 12 GUTTERS Ind 12 GUTTERS M 3 r 6 8 7 E IVA R-30 INSULATION 13 OVER LIVING SPACES R-30 INSULATION R-30 INSULATION N R-30 11%NSULATIO OVER LIVING SPACES OVER LIVING SPACES OVER I LIVING SPACES C) CN _j _j HEADERATWINDOW HEADERATWINDOW HEADERATWINDOW AND DOOR OPENINGS AND DOOR OPENINGS co AND DOOR OPENINGS SEE TYP.WALL SECTION FOR FASCIA, SOFFIT NOTES& FINISHES or- Lq 64 "j'l CHANNEL STOP co X SIDING OVER SEE TYP.WALL S;ECTION FOR SEE TYP.WALL SECTION FOR SEE TYP.WALL SECTION FOR LATHE AND VAPOR BARRIER 0 FASCIA&SOFFIT'NOTES&FINISHES FASCIA&SOFFIT NOTES&FINISHES FASCIA&SOFFIT NOTES&FINISHES CL rL o- BM OR LINTEL(SEE STRUCTURAL) I J 6'BAND "J"CHANNEL STUICCO STOP Jo CHANNEL STOP J"CHANNEL STOP JOB NO. 2'BAND PROJ.MGR. 11 N I I DRAWN BY SIDING OVER SIDING OVER SIDING OVER VARIES COL w/EXT FIN CHECKED BY "7' LATHE AND VAPODR BARRIER "7- LATHE AND VAPOR BARRIER LATHE AND VAPOR BARRIER SHEET TITLE SHEET EAVE DETAIL 8:12 PITCH EAVE DETAILm 7:12 PITCH EAVE DETAIL ,, 6:12 PITCH EAVE DETAIL 3:12 PITCH ROOF DETAILS 3 /2.=11 2 1 AD.2 SCALE: I 1/2m=l'—O" SCALE: 1 1 —on SCALE: 1 1/2"44' SCALE: I 1/2"=11—On J cu 0 a 0 =3 CL u i- 1; In a) (1) Ig 4� --s Q3 m! 0; 4 10 Cl. d) Z3 m w MIN �R cx� CL =1 ca 2 2 w 2 WALL SIDING SHEATHING I! TYP.WALL CONST. SIDING OVER LATHE AND DOOR FELT-SEE WALL WAY a Lu >< SECTION w (n 11/2"STARTER STRIP F.F 2X4STUDS ix4 CORNER BOARDS CAP FLASHING PLACEMENT BY lx8 PT DOOR WAYS TEXTURE FIN. ON FOUNDATION Ir m P-4 EXTERIOR TRIM DETAIL ELECTRICAL WATER BOARD CORNER DETAIL— SWITCH PLACEMENT- 10 9 SCALE 1 1/2"=l'-0" SCALE: 1 1/2"=l'-O" SCALE: 1 1/2"=l'-O" c'q -2 C-4 8 co cQ CD WALL 50 -r- uca REAR WALL OR SIDE WALL MOUNTED; SIDE MOUNTED AT BACK SPLASHES,TYP. 1/2"CLQ BD OR I LAYER GYP. BOARD 0 COUNTERTOP 6/80 GB w/6'BATT INSUL 10 20"TO 25" PER SUPPLIER ATTACHED TO BACK (2)2x HDR in TYP 11900 J-BOX TO (SEE STRUCTURAL) -a HORIZONTAL SINGLE W LIGHT SWITCHES, ca THERMOSTATS, COVER PLATEfOUTLET 2 LAYERS jl/2"PLYWOOD SPACER Z > R-11 BATT C3 AND ALL OTHER FINGER JOINTED ENVIRONMENTAL INSUL WOOD CASING CONTROLS 3/4'STOP KITCHEN TOP 1/2"x 12'H BOTH SIDES PWD ALL 4 SIDES u u %-. 2x— TRUSS CHORD WOOD FRAME OUTLETS-PHONES OPTIONAL &TV's TYP 1900 J-BOX R30 HORIZONTAL SINGLE INSUL WALL CAP OR COVER PLATE/OUTLE*r TYP DOOR PER SCHEDULE BRKFST.TOP SEE FLR.PLAN /—g NONLOAD LOAD CONDITION CONDITION 3/4"STOP BOTH SIDES /Y GYP. BOARD U) 2 x KITCHEN TOP /x �Lj 7g� �\-7/��-- I //\\ ,// \\ A. FINGER JOINTED w- �//-\\�-' 2x6 OR 2x4 WOOD CASING > FRAMING wl 112M *41 DRYWALL -CAP OR -ST.Top rF4 LR P N Top SIDES 24'DEEP BASE CABINETS 24w 21/4" WD TYP FLR CONST TYP DOOR PER SCHEDULE FINISHED FLR CASING WOOD FRAME FRAME TYPICAL 2 JAMB 2)2x4s CABINET DOOR OUTLET I'volOUNTING HEIGHTS COUNTER DETAIL ATTIC ACCESS 22 1 /211 X 48 INT HEADS & JAMB 7 5 SCALE: i 1/2"=V-0" SCALE: N,T.S. SCALE. 1 1/2"'4-0m ALE: 1 1/2"=I'-O" Hsc EXTERIOR INTERIOR TEMPERED SHOWER MARBLE CAP ENCLOSURE 4"CURB W1 SR ON SIDE MARBLE CAP CERAMIC FLOOR TILE ADHESIVE ON 84 DOOR VANITY CLEAVAGE MEMBRANE BRUSH TYPE ALUM.THRESHOLD SET 2!X4 WD.STUD WEATHERSTRIP CONCRETE SLOPED FILL 2x STUD WALL IN FULL (P 16-O.C. F f: SEALANT BED FLOOR SYSTEM (3 -2 14"MR. GYP BD. OVERHEAD EXPAiNDABLE JOINT SHOWER DRAIN PAINTED FINISH GARAGEDOOR FILLER,WHERE Lo APPL.ICABLE C)ERAMIC TILE �'—=—C',ERAMIC FLOOR TILE J. 71 owe 1 x6 WD DOOR STOP a SLOPE TO DRAIN -c i .4 (4)2x P.T. BUCK TO DRAIN 0 SLOPE �4 , FINISH TRIM OR u— BAND po 4- FINISH FLOOR SYSTEM x Im CON(C.WALK a. u- a. SEE STRUCTURAL DWGS GONG. SLAB& FOUNDATION JOB NO. SEE STRUGTURAL DWGS. PROJ.MGR. DRAWN BY CHECKED BY BATH BATH DOOR - OVERHEAD GARAGE DOOR SHEET TITLE SHEET SHOWER WALL VANITY SHOWER CURB DETAIL OVERHEAD GARAGE JAMB THRESHOLD EXTERIO R, MISC.DETAILS 1/2"=l'-O" SCALE: 1 1/2"=l'-O" SCALE. 1 1/2n=l'-O" AD.3 SCALE. SCALE: 1 1/20=11'-04 L E- -2 2 ca -& g IX4 CEDER c) C! 'q J <u - 'D -6 2 1� C, cz cn) mg 2X6 FJ CEDER 2x6 FJ CEDER 6m 2X6 FJ CEDER 100 ANGLE CUT 610 1-5/8"CROWN E cL lx2'x2'CEDER 2x4 FJ CEDER 2x4 FJ CEDER 2x4 FJ CEDER L 5Q ANGLE 50 ANGLE So ANGLE 311 3m 3w ( 43 -F-- . 10 = V) C) 2x4 PT SPLIT 2x4 PT SPLIT 2x4 PT SPL OPTION 3 OPTION 2 OPTION I WINDOW TRIM WINDOW TRIM WINDOW TRIM SCALE: 1 1/2�4-0" SCALE: 1 1/2*=I'-O" SCALE: 1 1/2*4-0" t- 0 cr) > .. 6"HARDI BOAkRD BAND 6' HARDI BOARD BAND 0 6'STUCCO BAND cz TOP OF COL TOP OF COL TOP OF COL OR STUCCO I-- a. a- e c INSTALLATION SEQUENCING: 47 1 2N 12'SO TAPER TO 10' 2m 1. Tl�HROUGHOUT INSTALLATION,KEEP THE WINDOW JAMBS PLUMS AND SQUARE.KEEP HEAD COLUMN ANS SILL LEVEL AND SQUARE. MAKE SURE HEAD AND SILL ARE NOT C I ROWNED UP OR DOWN. 2.CONSTANTLY CHECK WIDTH AT MEETING RAILS(Le.DOUBLE HUNGS)TO AVOID"BOWED OUT" V-2- 8"SO COLUMN 2'-0" 12'SO COLUMN INSTALLATION, 3.AIPPLY GENEROUS BEAD OF CAULK ALONG INTERIOR SURFACE OF NAILING FIN ON ALL SIDES PRIOR TO SE-MNG WINDOW INTO OPENING, J STUCCO I 1 4.PILACE 1/4'SHIMS AT SILL CORNERS AND SET WINDOW INTO-SHIMS.ICENTER THE WINDOW IN THE'OPENING ALLOWING A 114�GAP BETWEEN WINDOW AND FRAMING MATERIAL ON EACH SIDE. 20. 40 ------ wHE' N INSTALLATION IS COMPLETE, THESF-SHIMS MAY BE REMOVED. 1 2" HARDIBOARD 2"2' HARDIBOARD PAINTED 5. INJSTALL FASTENERS(STRAIGHT,NOT ANGLED)IN EVERY Ol HER FA I S I ENER SLOT STARTING PAINTED STUCCO BAND OR STUCCO AT THE MIDDLE OF THE WINDOW, FASTENER MUST BE EMBEDDED INT'0 SOLID WOOD A MINIMUM OF I".KEEP WINDOW LOCKED UNITL ALL 81DES ARE SECURED, 10" HARDI BOARD BAND OR STUCCO 6.CAULK OVER FASTENERS AND ANY FASTENER SLOTS NOT USED. 7.C)AULK OUTSIDE PERIMETER OF INSTALLED WINDOW. b 6'HARDIBOAIRD BASE WHARDIBOARO BASE OR STUCCO 8, INISULATE AROUND PERIMETER WITH BATT TYPE INSUALTION. DO NOT USE EXPANDABLE FOA�M. 1/2'SPACE 112'SPACE THE: USE OF EXPANDABLE FOAM WILL VOID WARRANTY. PORCH LINE PORCH LINE 9.FOR ANY INSTALLATION FINISHED WITH BRICK OR STONE,ALLOW lt4"GAP AT SILL BETWEEN STACK STONE STRMCTURE AND WINDOW.THEN,CAULK THIS GAP. SO STUCCO COLUMN 10.CAULK GAP BETWEEN INSTALLED WINDOW EXTERIOR PERIMETER AND J-CHANNEL(OR BRICK I SO STUCCO COLUMN OR(OTHER EXTERIOR FINISHING MATERIAL WHICH SURROUNDS WINDOW). FLASHING SEQUENCING: PORCH LINE 1. AIPPLY BOTTOM PIECE OF:SELF-ADHESIVE TYPE FLASHING OVER ALL OF ROUGH OPENING. 2. S)ET WINDOW UNIT. 3. kPPLY 2ND BOTTOM PIECE OF SELF-ADHESIVE TYPE FLASHING OVER NAILING FIN AND BLDG SO STONE ACCENT PAMER. COLUMN 4. &PPLY SIDE STRIPS OF SELF-ADHESIVE TYPE FLASHING. 5. A�PPLY TOP PIECE OF SELF-ADHESIVE TYPE FLASHING. 4x4 P.T.I POST 4x4 P.T.POST 4x4 P,T.POST SEE FLOOR SEE FLOOR SEE FLOOR PLAN FOR PLAN FOR PLAN FOR NOT"E: 6 LOCATION SELIF-ADHESIVE TYPE FLASHING IS A GENERIC TERM. 14 LOCATION LOCATION E STONE FINISH L�x STUCCO FINISH -c C) TRIM BEILOW TRIM BELOW 2 c� HARDIBOARD P.T.WD WRAPPED COLUMNS n CD IIVRPORTANT: 0 (PAINTE(D) P.T.WD WRAPPED COLUMNS (PAINTED) IT IS THE RESPONSIBILITY OF THE OWNER OR BUILDER TO SELECT PRODUCTS IN I 2X4 STUIDS M. 2X4 STUDS u- 2X4 STUDS COMPLIANCE WITH APPLICABLE LAWS AND BUILDING CODES. L Em z F� a.. == 8 DO NOT USE MURIATIC ACID ON HOMES AFTER INSTALLING THIS WINDOW.THE ACID MAY I DF-STROY THE COIL SPRING BALANCE SYSTEM.WINDOWS WILL NOTIBE UNDER WARRANTY E V-54 L 2.'-0 IF EXPOSED TO MURIATIC ACID. 0 0. u- a. DO NOT LAY WINDOWS FLAT OR STORE IN SUN BEFORE INSTALLING.1 STUCCO COLUMN BASE SQ STONE ACCENT STUCCO COLUMN BASE ALLL WARRANTIES NULL AND VOID IF ANY VERTICAL HOLES ARE PUT�INTO WINDOW SILL JOB NO, AfREA OF ANY WINDOW. PROJ.MGR. COLUMN BASE D RAWN BY CHECKED BY STONE ACCENT COLUMN WINDOW SHEETTITLE SHEET PORCH COLUMN DETAIL ENTRY COLUMN DETAIL ENTRY COLUMN DETAIL TYP FLASHING DETAIL MISC,DETAILS SCA SCA SCALE: 1 1/2"=11-0' 3 )!LE: 1 1/20=1'-Ou 2 )!LE: 1 1/2"=IP-Om SCALE: 1 1/2"=I'-Om ADA L Igo Audae' E: :=6 E CL ti) (1) 19 M JON cm) 00 NAIL Wl 11 10d .9 t5 ca. 2 2 COMMON IN THIS AREA. VERIFY w/STRUCT. cl 00 a) -a cn �E E 0, Z, CL W = = w 44"MINIMUM LL -Q 00 NAILING NOT NEEDED IN THIS AREA UIP TO 16" Ck w FLOOR SYSTEM SNP DOUBLE PLATE < NAIL W/11 10d COMMON IN THIS AREA. VERIFY w/STRUCT. -A TAI PIROVIDE MINIMUM 1"END DISTANCE LE . Z! E.QUAL NUMBER OF SPECIFIED MAILS IN EACH END STRUCTURAL TWO STORY STRAPPING co (D 04 9 SCALE: 1 1/2"�V-0" co CD > (a a o LL m HANDRAILS SHALL NOT BE LESS THAN 34"OR MORE THAN al WOOD TOP RAIL 3WIN HEIGHT ABOVE THE STAIR NOSING. co, 'co AS SELECTED BY OWNER&CONTRACTOR HANDRAILS SHALL BE CONTINUOUS PER FLIGHT OF STAIRS. c: a) C6 HANDRAILS SHALL BE 1 1/2' CLEAR OF ALL ADJACENT 'm -c FINISH MATERIALS AND ENDS SHALL RETURN TO WALL OR TERMINATE C:� IN NEWEL POSTS OR SAFE TERMINALS.HANDRAILS SHALL BE 2 > 1 1/4m MIN. 2"MAX. 1 1/2"CLR- 1 1/4"-2" IN CROSS SECTIONAL DIMENSION,OR APPROVED EQUIVALENT, o 2 c 0 C 0 AND BE SMOOTH WITH NO SHARP EDGES/CORNERS. a. (L HARDWOOD TOP RAIL CL W SlrAIR AND RAILING SUPPLIER INSTALLER SHALL SATISFY ALL w BUILDING DEPARTMENT APPROVAL REQUIREMENTS FOR U-1 w STUCCO W/CORROSION RESI�T&NT U) 0 WALL BRACKET THE PRODUCTS THEY PROVIDE OR INSTALL. I METAL LATH OVER 154 FEL-T%,." LL AT 4'-Om CARPET O.C., MAX. THE HANDRAIL CONSTRUCTION SHALL BE AE3LE TO RESIST A LOAD OF 200 LBS APPLIED IN 2X FRAMING I WOOD BASE ANY DIRECTION AT ANY POINT ALONG THE TOP RAIL. INTERIOR SUBFLOOR 1/2"GB 2X BLK'G < a ELASTOMERIC,DECKING 01 PLYWO GUARDRAILS SHALL NOT BE ANY DIRECTION OD SHEATHING. 1 LESS THAN 42" IN HEIGHT. 200 lbs a: cq 7, ANY LOCATION q WRAP 6"UP WALL&ALL PENETRATIONS. INSTALL PER MANUFACTURER'S REQUIREMENTS. ��O—PE STAIR FRAMING co (D OIPEN RAILS SHALL HAVE INTERMEDIATE RAILS OR AIN ORNAMENTAL PATTERN SUCH THAT A z 4"'DIAMETER SPHERE CANNOT PASS THROUGH. w cf) 74" MIN., I I 4SPHERE 0 THE GUARDRAIL CONSTRUCTION SHALL BE MAY NOT PASS co :2 SEE STRUCTURAL DRAWINGS FOR FRAMING 6/8"TYPE"X"GB A93LE TO RESIST A LOAD OF 20 LBS PER THROUGH INFORMATION cl LIINEAL FOOT APPLIED HORIZONTALLY ALONG 0 ENCLOSED USABLE z < TIHE TOP RAIL OR AS REQUIRED BY CODE. VSPHERE SPACES BENEATH STAIRS a: MAY NOT PASS 1'1� jHROUGH WALL MTD 2X4 STUDS 0 16"OG TIHE TRIANGULAR OPENINGS THIS DIAGRAM A7 STAIR TREAD, RISER,& ILLUSTRATES THE SPECIFIC REQUIREMENTS B(OTTOM SHALL BE SUCH THAT A 6" D IA METER OF THE BUILDING CODE AND IS ONLY AN AID FOR SIPHERE CANNOT PASS THROUGH. BUILDING DESIGN AND CONSTRUCTION. STAIRS STAIRS STAIRS WALL DETAIL HANDRAIL DETAIL GUARDRAIL HANDRAIL CODE DATA— DECK FLASHING DETAIL GUARDRAIL 7 SCALE: 1 1/2'*=l'-0" SCALE, 1 1/2"=V-0" SCALE: 1 1/2"=V-0" 77-- SCALE: 1 1/2"=l'—o" FINISHED SURFACE MATCH HEIGHT OF BASEBOARD FINISHED SURFACE TREADS w 3/4"PLYWOOD TREADS 3/4"PLYWOOD TREADS SEE PLA 0 1 1. z z 2x FRAMING U) 0� z GYP. BID. EQ.TREAD 111 :5 3/4" O� 0 CL in SEE P L I xl 0 SKIRT BOARD ct w TY P e (j W TYP. U) U4 Lu _j 1! t: �2 CL 314'j w- w "Typ d ui IfXPANSION U) 6/8"PLYWOOD RISERS (TYP.) EXPANSION GAP 2xl 2 STRINGER 2x12 NOTCHED STRINGER 2xl 2 NOTCHED STRINGER GAP TYP E (3 STRINGERS MIN.AT (TYP-) 73 Cl EACH STAIR RUN) P EXPANSION (o GAP L C) 5/8" PLYWOOD RISERS (TYP.) 0 2xl 2 NOTCHED STRINGER c() 2X4 SPACER e i sk. U- I C) C LD SECURE NOTCHED STRINGER TO SILL PLATE WITH FRAMING ANCHORS.SECURE PLATE TO SLAB WITH SLOT PINS. ALL WOOD IN DIRECT CONTACT WITH E 0 CONCRETE TO BE PRESSURE TREATED 0 .2 OR PROVIDE IMPERVIOUS MEMBRANE CL u- a- SEPARATION AS ALLOWED BY CODE. (3)2Xl 2 STRING ERS TYP. INSTALL 2X FIRE STOP AT A (3)2XI 2 STRINGERS TYP. MID SPAN OF STRINGER JOB NO. (3)2XI 2 STRINGERS TYP. —VL—i STAIRS STAIRS SHEET TITLE SHEET STAIRS STAIRS G (BOT) STRINGER LANDING (TOP) SKIRT WALL DETAIL' MISC.DETAILS STRINGER LANDIN STRINGER DETAIL FLOOR 3 SCALE: 1 1/2"=V-0" 2 SCALE: 1 1/2"=V-0" SCALE: 1 1/2"�V-0" AD-5 SCALE: 1 1/2"=V-0" J vo