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Paradise Preserve 811 KINGSTONE RESIDENCE , Lot 23 Paradise Preserve Atlantic Beach, Florida 13 ]ESTCC)N Homes a "tom c� 03 — - — M Tn Al 11 if 11 H 11 11 11 11 11 11 11 11 11 H 11 11 if it If OH I-1 INDEX OF DRAWINGS : A1 . 1 General Notes A2.0 Foundation Plan A2 . 1 Main Floor Plan A2 .2 Second Floor Plan A2.3 Roof Plan �B�,g� COPY A2.4 Front & Right Elevations A2. 5 Rear & Left Elevations A2.6 Interior Elevations E 1 . 1 Main Floor Electrical Plan E1 .2 Second Floor Electrical Plan YI ) Pa�aalv�z r Periods only used on one word abbreviations,if the abbreviation Is a different word by itself;e.g. ARCH.,BIT.,and LAM. , GENERAL NOTES ABBREVIATIONS Periods are usually used mien abbreviating multipple words,unless they SHEET INDEX S 'a are very common without periods;e.g. AFF,HVAC,R/A,and NW. Lp L L i. All work performed shall comply with all applicable Local and State Building codes, 5. SIDING&ROOFING A ABV ABOVE IF BOLT F F.B. FACE RFAS ICK P PAD. PARTICLE BOARD Ordinances,and Regulations and all other authorities having Jurisdiction. AIC AIR CONDITIONING F.B.O. FURNISHED BY OTHERS PC.CONC. PRECAST CONCRETE r ACC ACCESS F.D. FLOOR DRAIN P.E. PORCELAIN A. Vapor Barrier shall be applied on all exterior walls. Install as per manufacturer's AC.T. ACOUSTICAL TILE(CLG) F.E. FIRE EXTINGUISHER PED PEDESTAL(SIM ENAMEL ," requirements. AFF ABOVE FINISH FLOOR F.F. FINISH ROM(UNE) PERI PERIMETER AD'0 COVER SHEET 2. Minimum Design Loads: A.D. AREA DRAIN F.Q. FIXED GLASS PKG PARKING o B. Install#15(min.)telt under all shingles. ADD ADDENDUM FGL FIBERGLASS PL PLATE(HEIGHT) Al■1 INDEX FLOOR: 40 P.S.F.Uve Load ADH ADHESIVE FIN FINISH P.LAM. PLAsncLAMINATE , ABBREVIATIONS, SYMBOLS AND N W N N 10 P.S.F.Dead Load C. Nails only to be used for root shingle attachment. ADJ ADJUSTABLE FLO FLASHING PEAS PLASTER z -J p- Nostaplesallowed. AGO AGGREGATE FLR FLOORONG) PNL PANEL GENERAL NOTES uJ ROOF: 40 P.S.F.Live Load A.H.U. AIR HANDLING UNiT FLUR FLORESCENT(LIGHT) PNT PAINT(ED) N 10 P.S.F.Dead Load D. Flash all roof to wall conditions. ALT ALTERNATE FN FENCE PR PAIR(OF) ALUM ALUMINUM FND FOUNDATION PREFAB PREFABRICATED p p A.P. ACCESS PANEL F.O. FACE OF PSF POUNDS PER SQUARE FOOTA2■O FOUNDATION PLAN LU N y Verily 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" APX APPROXIMATE FP FIRE PROOF PSI POUNDS PER SQUARE INCH Engineering for all structural details,specifications,and notes. .20 gauge aluminum with baked enamel finish. ARCH. ARCHITECT(URAL) FPHB FIRE PROOF HOSE BIBS PTN PARTITION A2■1 MAIN FLOOR PLAN ASPH ASPHALT FPL FIREPLACE P.T. PRESSURE TREATED(WOOD) A.T. ASPHALT TILE FR FRAME(D)pNG) PV PAVED)OR PAVING 3. CONCRETE 6. INSULATION A2■2 SECOND FLOOR PLAN AUTO. AUTOMATIC FS FULLSIZE PVC POLYVINYL CHLORIDE(PIPE) G AVERAGE FrO ONG VMT PAVEMENT AWNG AWNING FUR FUORRED(ING) PPWD PLYWOOD A2.3 ROOF PLAN r 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 B36 3s"WIDE BASE CAB. GA GAUGE Q A2 4 FRONT & RIGHT ELEVATIONS � 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 S BD BOARD G.B. GYPSUM(WALL)BOARD O.T. QUARRY TILE ■ where inadequate soils or landfill occurrences require special or additional design for spaces,plus R-19 at exposed floors.All insulation to most HUD minimum property specs. BF BI-ARD (DDDR) G.C. GENERAL(WALL)BO TOR ) A2.5 REAR & LEFT ELEVATIONS - structure or gas mitigation due to these occurrences. R-11 balls at fireplace chase walls and under fireplace unit. BiT. BITUMINOUS GO GRADE OR GRADING R RISER(ON STAIRS L"I BLKG BLOCKING G.D.O. GARAGE DOOR OPENER RIA RETURN AIR W R.B. RUBBER BASE INTERIOR ELEVATIO S = °= _eV, Tai � A BLDG BUILDING OR GROUND FAULT INTERRUPTER RAD RADIUS A2■6 N -�:_:_ .fit' `°" BLK BLOCK(CMU*) GL GLASS OR GLAZING -=: RBL RUBBLE ��� °�-��''�� an B. All design,revisions,engineering,Installation and liability of soil conditions,gas mitigation BLKG BLOCKING GLBK. GLASS BLOCK ° and structural designs due to made qts soils or landfill occurences shall be the R.D. ROOF DRAIN ''• ., ''+ BM BEAM G.I. GALVANIZED IRON =. �� :x [ g qu G REFR REFRIGERATOR y � �'{3� {{{� responsibility of the"Builder-Developer„or its subcontractors Involved with the design and 7. DRYWALL B.M. BENCH MARK GT ROUT E1.1 MAIN FLOOR ELECTRICAL PLAN " $ f Mn (f BP 81-PASS(DOOR) REQ REQUIRED ■ -� �.��'s�"� ;n, „�„ installation of such;and the Architect shall not be held liable or responsible for their RES RESILIENT O BRG BEARING 42"H 42"HIGH(WALL) REV REVISION(S),REVISED implementations. A. All walls to have HE1.2 SECOND FLOOR ELECTRICAL PLAN y. 9 SiDRi Y"gypsum and all ceiling to have �"gypsum or�'ceiling board unless BRK BRICK HB HOSE BIBS REINF REINFORCEO(INQ) noted otherwise. B.S. BOTH SIDES H.C. HOLLOW CORE RFG ROOFING BSMT' BASEMENT HO HEAD OR HARD R.J.B. REINFORCED JUNCTION BOX B. Use water resistant gypsum board for exposed walls and ceiling at shower and tub wall BTM OR BOT BOTTOM H.D. HEAT DETECTOR OR HEAVY DUTY RLG RAILING C. Contractor ehWl be responsible for size,location and installation of revised steel reinforcing areas receiving fiberglass enclosure. STWN BETWEEN HDR HEADER R&M RANGE W/MICROWAVE per local codes or specific soil conditions,whichever is more restrictive. BVL BEVELED HOW HARDWARE RM ROOM B.W. BOTH WAYS HOT HEIGHT R.O. ROUGH OPENING H.M. HOLLOWMETAL R.O.W. RtGHTOFWAY —4-4 S. INTERIOR TRIM AND FINISHES to be selected by contractor. CAB CABINET HORZ HORIZONTAL C.B. CATCH BASIN Rag ROD AND SHELF(S) D. Soil test must be approved by Geo technical Engineer prior to footing pour. CEM CEMENT H.R. HALF ROUND(IMNDOW) SC SOLID CORE(DOOR) 03 C4 9. DOORS&WINDOWS CER CERAMIC HS HORIZONTAL SLIDER S SCH SCHEDULE CF CUBIC FOOT HTG HEATING SO SMOKE DETECTOR E. All concrete footings are designed to bear on minimum soil pressure of 3000 p.s.f.and CHAM CHAMFER HVAC HE4TINGIVENTILATING/AIR COND. SEC SECTION if shall be placed on firm,undisturbed soil 3"-"minimum below grade. Contractor to A. All patio doors-operable leaf inside. C.I. CAST IRON HWD HARDWOOD(FLOORS) S.F. SQUARE FEET a$ reinforce concrete footings and poured concrete walls as required for specific soil conditions C.I.P.CONC. CAST-IN-PLACE CONC. SF.GL. SAFETY GLASS ta or local codes,whichever,is more restrictive. B. Door and window infiltration shall be in accordance with local ordinance and shall meet CIR CiRCLE I.B. IRONING BOARD S.G.D. SLIDING GLASS DOOR performance standards ANSVAAMA 101-88 for metal windows DH-C40 for vinyl windows CIRC CIRCUMFERENCE I.D. INSIDE DIAMETER SH SINGLE HUNG OR SHELF(VING) and the CRF shall not be lase than 55. C.J. CONTROL JOINT OR CONSTRUCTION JOINT I.L.O. IN LIEU OF SHT (DRAWING)SHEET = E ry CK CALKONG)CAULKING) I.M. INSULATED METAL SHTHQ 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 INSULATEDMON) SIM SIMILAR CLO CEILING INT INTERIOR SKI. SKYLIGHT > C. Provide insulating double glazing at all exterior glass areas and tempered glass in all sliding CLS CLOSURE OER CLOSER(DOOR) JST JOIST(FLOOR OR ROOF) SNT SEALLIANTT OR SLEEVE �8 G. Provide minimum 4"concrete cover at under slab utility locations.When concrete glass doors and in windows as per local codes. CM CENTIMETER(S) J JT JOINT SPC SPACER encasement of utility lines is required,increase slab thickness as the utility line. Install CMU CONCRETE MASONRY UNIT SPEC SPECIFICATIONS utilities lines well below slab. C.O. CASED OPENING KO KNOCKDOWN(CEILING) SPK (AUDIO)SPEAKER(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 H. Provide isolation joint material(asphalt impregnated)between foundation walls and all slabs CONC CONCRETE KPL KICKPLATE(ON DOOR) STG OR STO STORAGE including patio, porch and sidewalks. COND (AC)CONDENSER KIS KNEE SPACE STIL STEEL CONST CONSTRUCTION STR STRUCTURAL 10. MECHANICAL&ELECTRICAL CONT CONTINUOUS LAM. LAMINA`TE(D) SQ SQUARE CONTR CONTRACTOR L LAV LAVATORY(SINK) SUS SUSPENDED I. Provide"Zip Strip"or tooled control joints where indicated an the foundation plans. CORR CORRUGATED L.B.O. LOCATION BY OTHERS S.W. SHEAR WALL A. All electrical and plumbing requirements shall comply with local building codes. All outdoor, CPR COPPER W LIVING DIMENSION NOTE bathroom and garage wall receptacles shall be provided with ground fault circuit protection. C OR CPT CARPET LL LIVE LOAD T TREAD(AT STAIRS)OR TILE con 4. FRAMING Service panels to be(min.)20 circuit,100 amp,110 volt. CRs COURSE(S) L.P. LAMINATED PLASTIC T.B. TOWER BAR CSMT CASEMENT LT LIGHT' T.B.D. TO BE DETERMINED CAT. CAST STONE LT. LAUNDRYTUS TO TERRA COTTA DIMENSIONS ARE TAKEN FROM FACE OF STUD TO A. Laminated veneer lumber(LVL)shall provide the design values equal to or exceeding the C.T. CERAMIC TILE LTL LINTEL T.O.J. TROWELED CONTROL JOINT FACE OF STUD,UNLESS OTHERWISE NOTED. following: B. Provide gray box for washer and provide solid metal dryer vent(taped-no screws)to CTR CENTER OR COUNTER LVL LAM VENNER LUMBER(BEAMS) TEMP. TEMPERED(GLASS) exterior. CX CONNEXTiON LVR LOWER T&G TONGUE&GROOVE 2800 psi in Bending,Fb CY CUBIC YARD TEL TELEPHONE 285 psi in Horizontal Shear,Fv C. All sewer and water sleeves to be depth and separation as per local code below adjacent D 12"D 12"DEEP MM METER(S) THK THRESH LD 2,000,000 psi in Modulus of Elasticity,E finish grade. D DRYER,OR DRAIN MASMASONRYMASSY THR THRESHOLD DBL DOUBLE T.O.C. TOP OF CONCRETE 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.e.i.,(1000 psi repetitive)or better. D. Provide main sewer clean-out within V-0"inside or outside of the building line unless noted OEM DEMOLISH,DEMOLITION MECH MECHANICAL T.O.W. TOP OF WINDOW DEP DEPRESSED otherwise. MFR. MANUFACTURER TR OR TRN TRANSOM(WINDOW) ' DET DETAIL MH MANHOLE TP TOILET PAPER HOLDER VARIES DRINKING FOUNTAIN D.F. MIN MINIMUM C. Unless otherwise noted,provided: E. In all buildings a continuous conduit shall be installed from the water meter to an exterior TV TELEVISION OUTLET OR LOCATION - remote water meter reader at a location to be approved by the Water Department.The DH DOUBLE HUNG MIR MiRROR TYP TYPICAL 1. All trusses shall be secure braced both during erection and after permanent installation in conduit shall be DIAM DIAMETER MISC MISCELLANEOUS IY g p capable of accepting a low voltage minimum 2 conductor cable supplied � a building in accordance with commentary and recommentLations as published by the TePIM DIMENSION MLD MOULDING UC UNDERCUT(DOOR)res and installed by the electrical contractor.The cable shall be copper and a minimum#18. • Plate Institute. The water department shall make the connections. D.L. DEAD LOAD MM MILLIMETER UNF UNFINISHED P DN DOWN(STAIRS) MMB MEMBRANE U.N.O. UNLESS NOTED OTHERWISE DIMENSIONS ARE TAKEN FROM FACE TO FACE OF MASONRY D.P. DAMP-PROOFING M.O. MASONRY OPENING DR DOOR MOD MODULAR VS VANITY BASE UNIT OR FACE OF MASONRY UNIT TO FACE OF STUD. 2. V4"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 manutadurera'spacing and DS DOWNSPOUT Exp 9 P p ng edge MTL METAL VS36 36"WIDE VANITY BASE V. recommendations. F. Water service shall be 1"minimum from each exterior shut off valve. DIS DRAWER STACK(CABINET) MT MOUNTED(ING) VERT VERTICALal D.T. DRAIN TILE MULL MULLION OR MULLED VIN (SHEET)VINYL i' DTL DETAIL V.S. VEGTABLE SINK DW DISH WASHER NIA NOTAPPUCABLE V.T. VINYLTILE C13 i 3• Y"under layment(minimum)under vinyl or tile on wood frame floor systems. G. All shower head heights to be 80"AFF at fiberglass showers and 84"AFF at ceramic PWG DRAWING N.I.C. NOT IN CONTRACT _W showers. DWR DRAWER NL NAILABLE Cir NOM NOMINAL W3630 36"W X 30"H WALL CAB EA EACH N.T.S. NOTTOSCALE W WIDE OR WASHING MACHINE 4. Min?%"high density O.S.B.wood roof sheathing with'H'dips.APA panel span rating shall E EB EYEBROW FLAT N.Q.V.D. NAT.GEODETIC VERTICAL DATOM WC WATER CLOSET be 24 0,exposure 1,with sealed edges.Install per manufacturers'spacing and edge WD WOOD recommendations. IMPORTANT NOTE: E.F. EACH FACE 0CBS OA OVERALL WF WIDEFANGE(STEELBEAM)E.J. EXPANSION JOINT OBSCURE(GLASS) WH.WATER HEATER ALL REFERENCES BY STRUCTURAL&MEP EL ELEVATION O.C. ON CENTER W.H. WALLHUNG D. Roof teres sr stems shall be fabricated with wood chords and wood webs in accordance with ELEC ELECTRIC(AL) O.CAB. OVERHEAD CABINET WI WROUGHT IRON ENGINEERING WILL SUP ERC E D E ALL NOTES, E.P. ELECTRICAL PANEL O.D. OUTSIDE DIAMETER WIC WALK-IN CLOSET designs prepared under the supervision of a registered professional engineer. EO EQUAL O.Q.D. OVERHEAD GARAGE DOOR WIN WINDOW REFERENCES & CALLOUTS ON THE ARCHITECTURAL EST ESTIMATE OH OVERHEAD W/W/o WrTH OR WIPlarr PLANS. NOTIFY DRAFTERS OF DISCREPANCIES & E.W.C. ELECTRIC a TRNGICwA►TERcoouR oPNG OPENING A WP WATER RESISTANT EXH EXHAUST OPT OPTIONAL W.R. WATER RE918TANT E. Roof trusses manufacturer shall submit 2 sets of sealed shop drawings to builder for CLARIFY CONFLICTING INFORMATION. ORIENTED STRAND BOARD W.S. WATER SOFTENER approval of roof trusses and beams EXT EXTERIOR W8CT WAINSCOT W.T.W. WALLTO WALL ATTIC VENT CALCULATION WWM WELDED WIRE MESH F. Min,Y/s exterior grade plywood or OSB wood sheathing behind all masonry veneer,dryvit panes and cedar siding.See elevations for locations. SYMBOLS G. Pressure treated lumber to be used where wood is in contact with concrete and for 2x4 mud FORMULA: Bill. 1 SQUARE INCH VENT FOR EVERY 300 SQUARE INCHES OF CEILING H. Exterior deck construction shall be with pressure treated lumber with dimensions as - *144 SQ. IN. = 1 SQ. FT. Indicated on the plans. EARTH �D F' BLDG.CEILING (SF)X 144= BLDG (SQ. IN.) ELEVATION KEY OR SECTION KEY BLDG. (SQ. IN.}/300=SQ. IN.OF VENT REQUIRED SHEET MIM R ,`;Q: SAND OR C-RAVEL FILL ® INSULATING SHEATHING SQ. IN.OF VENT REQUIRED/2=50%AT RIDGE&50%AT EAVES WOOD 57UD PARTITION ® BATT INSULATION DETAIL Nl�IEIER OR SECTION KEY SHEET NMR 32X4 WOOD POST OR 2-2Xb RI610 INSULATION UNLESS OTHERWISE NOTED ® BRICK WATER CLOSET ANGLE AREA TABULATION ® ::fl - CONCRETE BLOCK MAIN FLOOR PLAN 1473 SQ.FT. TYPE OF CONSTRUCTION.......... TYPE V (B) cOICRETE SECOND FLOOR 450.62 SQ.FT■HB OCCUPANCY CLASS GROUP R-3 c�— H0�Glee�R�I�RooF� ,�. . ..................... STONE TOTAL A/C AREA 1923.62 SQ.FT. r . I L APPLICFy ABLE CODES: �; !�". EB-- GAS LINE STUB ST�fL 0 LAVATORY FRONTPORCH 194 SQ.FT. \J L-��Ij I ® d PENNY 248 SQ.FT. 1. FL. BLDG. CODE 2004 - Residential GARAGE 453 S .FT.- L PEIGU.AR ® DIMEN510NAL LUMBER DOUBLE 51N: Q BLOGKIN6 PLATE TOTA L A R EA 2818.62 SQ.FT. JOB NO. � R SINGLE SINK Paradise Preserve 0 ROUND OR DIAMETER FINISH 6RADE WOOD SHEET TiTLE SHEET GENERAL NOTES A1 . 1 L �`1 I FOUNDATION NOTES NOTE-FOUNDATION 1. STRUCTURAL - TUR LFOUNDATION PLANS SHALL BE BY OTHERS. SEE STRUCTURAL ENGINEERING , FOR ALL STRUCTURAL DETAILS AND NOTES. 2. SLOPE GARAGE FLOOR 1/8- PER FOOT TO OVERHEAD GARAGE DOOR OPENING. .� 3. 4" CONCRETE SLAB w/ 6",x6"x10"/10" W.W.M. IS OVER 6 MIL VAPOR BARRIER OVER CLEAN WELL COMPACTED (MIN. 3000 P.S.I.) TERMITE TREATED FILL. (3000 P.S.I.) L FIBERMIX OPT. 4. CONFIRM ALL INTERIOR BEARINGS WITH TRUSS ENGINEERING OR CONY. FRAMING PLAN. 5. SUPPLY SEPARATE CONDUITS TO ANY o ISLANDS FOR GAS AND ELECTRIC. r z V 66'-0" 6. CONFIRM ALL FLOOR OUTLET LOCATIONS WITH BUILDER AND/OR HOMEOWNER PRIOR 12'-6" 14'-8y" 4'-3y" 14'-6" 20'-0" TO SLAB POUR. 00 00, 7. GENERAL CONTRACTOR TO PROVIDE SLAB o w w w co co CONTROL JOINTS EVERY 400 SQ. FT. > co w W W T 0: w w L le"ll r u� __--- -------- ------ HB- - ----- --- m I ------------- � I ---------------� L --- - - --------- - ------- to oil II I I -----T --- -------- ---- -� I I 1 I I I i N Q ° p a a 4 c N rnrn I I i I I I 4 O W Z ° Q a a 4 ° NAIL ROOF SHEATHING -01-5 " I I I - ,- " I ( 4 a d p o a o ° ° (Lo IMPORTANT NOTE: I I ( IQ _�_ (PER STRUCTURAL) 12 a REFER TO ROOF PLAN AND EAVE DETAILS 8'-0" 4'-6" I I I I I ( , r I FIBERGLASS SHINGLES OVER 30# VAIRES ON SHEET A2.2 FOR ROOF PITCHES FOR ALL % „ fJFELT OVER 7/16 OSB BOARD OR HOUSES _——— I ———— ——— SLOPE 1 I M 15 32” PWD SHEATHING. c r I — — — — — I I ( / H STRAP FOR TRUSS ANCHORAGE SEE STRUCTURAL AIR BAFFLE BTW EA TRUSS ( ) ;c ——— VERIFY INTERIOR BEARING WALLS L___—__— !1 I I I ° TO MAINTAIN 1/2 MIN AIR 7R-30 INSULATION AT CLG. m 0 LL I ( cn I WITH TRUSS ENGINEERING `� 0 {\ � I SPACE FOR VENT c� SLOPE 1 I I I I GALV. METAL DRIP 1/Z CEILING BD OR 5/8 GYP. BD TYP J m i I I I I I I I n EDGE 2 N a I I I I R WRAPPED ALUM. 2> i I I I " RECESS FOR S.G.D. _ a FASCIA OVER 2x8 04 o3/4L Y I I PERFORATED v a a N I I I I 55 I I oO I I i I VINYL/ ALUM. SOFFIT F5 DNV FRIEZE I { o I �� II I I I I LL----ISI co Y Y u �-' C!-_--__�_� I — r-- ------------------------- - i 4PROVIDE MID-WALL BLOCKING FLAT WISE 0 z! — — — — — JOINTS IN SHEATHING a a REF i ( — - - - - � .. n CD I I I I I I I LI i S �LJS gk-0'-0" FIN. FLR Sp oo C -c-4 ABV. 2x STUDS OC (MIN SPF) `r o J I C - - �- MAIN FLOOR NOTES NOTE-FLOOR 1. WINDOW GRILLS ARE STANDARD IN FRONT PROVIDE 1/2- GWB AND SIDE ELEVA11ONS AND REAR -INSTALLED IN ELEVATIONTO BE CLEAR GLASS. PARALLEL TO FLOOR 2. ALL UNDIMENSIONED PARTITIONS FRAMING MEMBERS -----i ARE 3 1/2" ROUGH. I 66'-0" 3. ALL ANGLED PARTITIONS ARE 45 I DEGREES UNLESS OTHERWISE NOTED. 8'-0" 4'-6" 14'-8Y" 4'-3Y" 14'-6" 20'-0" 4. PROVIDE MINIMUM 2-202's w/ 1/2" PLYWOOD FLITCH PLATE AT ALL EXTERIOR I 2'-7Y" 5'-4y2" 2'-3" 2'-3" 6'-0" 8'-8Y» i 6'-8" 7'-to" WALL OPENINGS AND INTERIOR BEARING WALL OPENINGS UNLESS OTHERWISE NOTED. I 5. 3-2x4's MIN. AT EACH END OF ALL BEAMS AND GIRDER TRUSSES UNLESS OTHERWISE I NOTED. ALL SUCH CONCENTRATED LOADS I 4-1 i SHALL BE TRANSFERRED TO FOUNDATION I VIA BEAMS, POSTS AND/OR SOLID 10'-1 1 8 PLT. I BLOCKING. " I 6'-1" 8'-0" 5' 8x8 FRAMED COL. OFFSET 6. ALL EXTERIOR DIMENSIONS ARE TO FACE — — — — — — — — — — 4$— 0 X 50— 4 I COAT .� OF STUDS UNLESS OTHERWISE NOTED. � GLS BLKS ® 84" AF 0O I CLOSET 1 FROM PORCH EDGE -' 7. ALL TRUSSES TO BEAR ON EXTERIOR N ¢ _ _ _ _ co WALLS AND/OR GIRDER TRUSSES UNLESS W. °O — — — — — — — — — ' OTHERWISE NOTED ON FOUNDATION PLAN. o 00 0� 4'-3Y„ �, I 0 8. TRUSS MFG. TO SIZE MEMBERS, FASTENERS, N ® DINING ROOMcn(n3 J ' HANGERS & SET SPACING FOR ALL o ; 110 CLG. I o CD w _ " ° r> °. TRUSSES. CD 01 I 11 -5 x 90-01" I N oo �,, oo w I ° 0 9. WINDOW SUPPLIER TO VERIFY AT LEAST FOYE ° ONE WINDOW IN ALL BEDROOMS TO HAVE _ F� o " I _"' G° A CLEAR EGRESS OPENING OF 5.7 SQ. FT. 10 CLG. m 3 COVERED PORCH p { o WITH MIN. DIMENSION OF 24" IN HEIGHT AND o I �' - --- —_—_--- --—`-----_— --- - 8x8 FRAMED COL. OF T I 6'-8" x T-8" 4- � J oo x ---------- 1" OM PORCH EDGE I TCO i 3 n M a '-0"Ox 1T-10" I '° 20 IN WIDTH; SILL HEIGHT NOT GREATER 2860 H " I 4'-1" i THAN 44 ABOVE FLOOR. N ( ® 84 AFF i I 4 10. BALLOON FRAME ALL EXTERIOR WALLS I (ABOVE 8'-l-) TO UNDERSIDE OF ROOF CLG. BRK. I �' SHEATHING - PROVIDE FIRESTOPPING ADD STEPS TO — I OHC -� -� ADD STEPS TO I EVERY 8'-0" VERTICALLY IN WALLS > 8'-1". GRADE AS REQ. _OHC 40.5 h WALL I W GRADE AS REQ. °° 11. ALL HANDRAIL BALLUSTERS TO BE BY CODE I " " I / 21"BEC (, 21"BE6 I BY CODE « 15 BAR,fOP ____ ____ I µ Q ; SPACED SUCH THAT A 4 SPHERE CANNOT r I Ln i N "GAS COOK TOP W/ PASS BETWEEN BALLUSTERS. N I I MV ABV. ____ 2430 SH 12. ALL ELECTRICAL AND MECHANICAL 0 o I i`� 9ci 80" AFF I M °_ ( o EQUIPMENT & METERS ARE SUBJECT TO I, 0 I GREAT ROOM i 3 I j °a �i co N RELOCATION DUE TO IFIELD CONDITIONS; CATHEDRAL CLG. " KITCHEN ? 2430SH I I n } as CONTRACTOR TO VERIIFY. I 13. FOR ADDITIONAL NOTES SEE GENERAL I o 18-11 x 15-2 I �n « o I 10 CLG. ____ ® 80 AFF i NOTES ON TITLE SHEET & DETAILS. 14. TYPICAL WINDOW HEAID HEIGHT SHALL BE N I —Y 42"UPPER CABS i I DM I { « � — — — — — — — — - — — — — — —+ ' �) I I f I 96 ABOVE FINISH FLOOR U.N.O. . I- -�_12 X12 FLAT F; W/CROWN MOULD I I-- -J DRYER VENT I ' =� I a 15. WINDOW MANUFACTURER TO TEMPER ALL I M I _ _ THROUGH WALL , A FOR CLG. FAN I U SCREEN POST �I U 1o'-1 1/8 PLT. ° WINDOWS 2 WITHIN DONS, OVER TUB & x I 130"OVEN I REF I 15" L/SJ� SHOWERS 7 WINDOWS WITHING 18" OF THE rN I I — I \ / ------��-- --� °�, FINISHED FLOOR. � "' I CAB — — --- — 1 HR FIRE TE WALL r� co I I OH I I—BREL I 22-1Y2 l � I I 1 1 WISP III DISP I E [, O I n � n r i I _ i „ IY 6-3 ---- �C �==== 2 2 ST PS TO 20-0 ----_- I-- Lo 3'-11)/" I -9Y I m ---- I UTILITY G SLAB r CV \ FIRM RAILING W I I U r I _ 10' CLG- CL ' . ;: I� _ I \ ORATOR I 10 ,� CLG. BRK. I o F'" F I 868 1LGT II co _ _ I 10 CLG. - « GARAGE SHAD.COMPLY 2668 PONY WALL 1 I I 5'-10Y o 22 1/2 x54 i ° '►I Q ABOVE NOSE OF I ____ _ ao "I ATTIC ACCESS WITH SECTIONIM OF n EGRESS T 4�_ TREAD w/OPEN j _-Is I-- I N 2004 FBC 2860 SH _I HANDRAIL i N- co WATER � Q t 0 84 AFF - A;— / I 0o OF ER P \ I N �� o NO SHELVING OR ROD � 0 ROR I ' I GARAGE \ ; ;-G- - -- 10 CLG. � -' MASTER SUITE _C14 CUSTOM CLOT ET _ B I I 19'-6" x 21'-2" �� CALIFORNIA CLOSET OR 10 CLG. 10' CLG. " N EQUAL -eN o - — :1 ¢ 4" ROU D STEEL PIPE 15-6 x 15-5 0 WELDED TO / G 10 CLG. A° a �-a, i i FULL GAS 16" X 16" 3/8" / 10 _c)p „ BEDROOM 2 1 PACKAGE W/ STEEL PLATE M OUTLET FOR 4 1/2 WEDGE NO SHELVING OR ROD 11'-3” x 13'-0" L-- J �' o H/W HEATER, ( / I H J COD , AN HOR N E o " I DRYER, COOK COR ER ATT�ED 30 Co "' TOP, AND TO TI- KENED <: D S I �`,' 00 BARBQUE / SLABco I 2860 SH "' NO MIRROR - CORNER w w 1 HR FIRE TED ALL / 0 84" AFF o0 8'-9" 3' 6" S ELVECm ao c ~ r C> N a 10' CLG. , I rr S OWER i� N w w o 6 I I iv N \I 10'-1 1/8 PLT. I ; 3060 SH 10'-1 1/8 PLT. 3060 H co 10'-1 1/8 PLT. 0 HB �, RECESSED LOOR� I 10 CLG. $MOO 3060 S 3060 SH • n I cn ® 84 AFF ® 84 AFF o RENNAI GAS WATER HEATERclz$ 084" AFF ® 84" AFF i C]:f I A- 4' X8* GLS 1 '-1 1 LT. ROUND MARBLE BENCH BLKS 84" AFF 8" GLASSLKS (TYP.) CONDENSER SHOWER ALVE ON D FERENT I GLASS S HT. TOP OF WALL THA SHOWER EAD BLOCK y�ri�7'-6" A.F.F. 14'-8" n n » n �L n 3'—4y2 9'—6Y S-1" 2'-9" 2'—6Y 6'—�1Y 5'-9" 2'-7" 6'-11Y2" 2'-2" 20'-3Y I 16'-0" 18,_p„ 32,-0" 66'-0" I I DRAFTSTOPPING OF FLOOR TRUSSES FBC R502.12 MAIN FLOOR PLAN PROVIDE 1/2' GWB i SCALE: 1/4"=V-0" -INSTALLED IN I PARALLEL TO FLOOR FRAMING MEMBERS ------' AREA TABULATION fi ''w• z. �I`i 1 F.... fsuf Ij E'er y MAIN FLOOR PLAN 1478 SQ.FT. SECOND FLOOR 450.62 SQ.FT. TOTAL A/C AREA 1923.62 SQ.FT. FRONT PORCH 194SQ.FT. 248 SQ.FT. GARAGE 453 SQ.FT. MAIN FLOOR PLAN TOTALAREA 2823.62 SQ.FT. A2. 1 g� l � 38'-1y2" 16'-7" 3'-9,Y2„ 5'-11)1" 3'-6" 4'-6" 3'-9y" 1'-4" 12'-0" 3'-3" 12' - 2 ROWS OF 6" GLASS BLOCK 12" BLOW CEILING (2 ROW) R/S 868 --- ------------------------ N , Ar H,� 14'_2/2„ 2-8 11 �M 5'-0» 5068 --- 5,_7/24, 5,_1034„ OPT. LOFT/ OFFICE ------ ATH 3 CATHEDRAL CLG o --__-- THEDRAL CL i 16'-4" x 13'-0* o EAD�RD WAIN T 14, CIS L_ L_ co 14'-2y" 2'-4Y" "- 5'-11 11'-9 12"X12" FLAT 2 co fl " FLATFOR CLG. FAN �� �� --- -- NO MIR OR N � „ ------ � BEDROOM 3 ® w i I t , I I I I w CATHEDRAL CLG ww ' DOW 1 4 I �S I coo§ � 11'-2" x 10'-8" a a w 22 1/2"x 4" 1 ' , I t @ 6. E tRl ER co w w r N " ATTIC AC ESS °� N nCO LJLJ I I t I I I I N 3050 SH ® 3050 SH ® 3050 H 80" A 80" FF 80" ARF 2'-6" 14'-1" 12'-3y" 6'-9" 2'-6" 2 38-1 con NOTE: PROVIDE ARC FAULT IN ALL BEDROOMS cid ;=q 03 pm� ,SECOND FLOOR PLAN , SCALE: 1/4"=1'-0" AREA TABULATION MAIN FLOOR PLAN 1478 SQ.FT. JOBSITE COPY SECOND FLOOR 450.62 SQ.FT. TOTAL A/C AREA 1923.62 SQ.FT. FRONT PORCH 194 SQ.FT* 248 SQ.FT a GARAGE 453 SQ.FT. TOTALAREA 2823.62 SQ.FT. SECOND FLOOR PLAN A2.2 SII gill fit .coo O O � N N } w Q Z o w W w w cn cn c� V J 5 W AD.2 1 � 11_o" AD.2 10'-1 1/8"PLT. 2_0" \ Is 10'-1 1/8"PLT. i N Z 8:12 SLOPE SLOPE co V- N N 9 (....FLAT CEILING N 7 C W O OIL C) FLAT CEIL a ° t L° Ljj aj m OV d �. c CEILING B K UNE `V a ° A a s Q. cV IL CEILING i N 00 o FLAT CEILING OD � a AD.2 0 ,3-1/2:12 eqs SLOPE �.2 AD.2 •— --- = i ("..FLAT CEILING Y-01 ej 10'-1 1/8"PLT. (CATHEDRAL CEILING Pp N w - Q.° � o C;6J TCEILING e a. D. ROOF SADDLE I RinapADJUST FOR I a egSTq AD.2 OFFICE OPT. N RD Vq FLAT CEILING CL o ; a y °D p 7 a AD.2 T CEILINGC-4 U-J ° b p ° 03 V ja O � - °O RIDGE 0__j 00 O� – Aa I-V 4 b N. Q. Q FLAT CEILING FLAT CEILING FLAT CEILING 5 (,I,,-.FLAT CEILING p RIDGE AD.2 h b4 ' RIDGE w cN � O FL T CEILING J (n 4 AD.2 j p y 5 — — a_ AD.2 00 0 ° --- l `lu FLAT CEILING FLAT CEILING 10'-1 1/ "PLT. LI 10'-1 1/8"PLT. -0" 8:12 _ 8:12 00 IV-0. o IRE4 AD.2 L OP, 0 J LL ROOF LAYOUT �O is N Rig X SCALE: 1/4"=V-0" m°€ o a.IL a L • JOB NO. Paradise Preserve SHEETTITLE SHEET ROOF LAYOUT � w w 49) , .), r EXTERIOR g� ELEVATION NOTES [NOTE-EXTELEV] �. 1. GRADE CONDITIONS MAY VARY FOR INDIVIDUAL SITE FROM THAT SHOWN. . BUILDER SHALL VERIFY AND COORDINATE $ PER ACTUAL SITE CONDITIONS. 2. PROVIDE ROOF AND SOFFIT VENTS AS 1'-8"x 2'-8"GABLE END WINDOW REQUIRED BY CODE AND MANUFACTURERS IE2 12 SPECIFICATIONS. 18" R ROUND WINDOW 8 9" R ROUND WINDOW W/BLACKEND GLASS C ^ 01 8'-1 1/8"PLT w } } 12 LAP SIDING 8 w w w w cn cn cn w w w SHAKE SHINGLES SHAKE SHINGLES L r 12 0'-0"2ND LEVEL F.F. U L_i_j = 10'-1 1/8" PLT. Nil FF ASPHALT SHINGLES 10'-1 1/8., PLT. m 12 $ � 0 7'-8"PLT. W 4" FRIEZE(TYP} � m W Z 4"TRIM (TYP) GALVALUME >M ld 7 C W O O U. �} 0'-0" F.F. 0'-0"F.F. c L ^ Y — _ � M J m `� 2 .0 GRADE GRADE > � � IN 42"HANDRAIL 8"BAND(TYP) 8"X8"FRAMED COLUMN a°a OBSCURE GLASS SIDE LITE Front E SCALE: 1/4"=V-0" • r� 8'-1 1/8"PLT. _7 ASPHALT SHINGLES 12 12- 100 3.5 0'-0"2ND LEVEL F.F. 3.5 10'-1 1!8"PLT. 10'-1 1/8"PLT. LAP SIDING 4" FRIEZE(TYP) 4"TRIM (TYP) 0'-0" F.F. 8"X8"FRAMED COLUMN GRADE 8"X8"FRAMED COLUMN 42"HANDRAIL 8"BAND(TYP) SCREENED PORCH (0)P ^ R 'ig LL crnon o�N SCALE: 1/4"=1'-0" m° o 0..LLa a JOB NO. wq Paradise Preserve SHEET TITLE SHEET FRONT&RIGHT ELEVATIONS A r. lJ � I EXTERIOR �$ ELEVATION NOTES r [NOM-EXTELEV] 1. GRADE CONDITIONS MAY VARY FOR , INDIVIDUAL SITE FROM THAT SHOWN. BUILDER SHALL VERIFY AND COORDINATE g s$,ling PER ACTUAL SITE CONDITIONS. 2. PROVIDE ROOF AND SOFRT VENTS AS REQUIRED BY CODE AND MANUFACTURERS E SPECIFICATIONS. N Lu } } QZ J J 1 x 6 TRIM O w w w ATTACHED TO w co co co FACIA w w w 9"R ROUND WINDOW L ma W/BLACKEND GLASS 8'-1 1/8"PLT. r 12 ■ W Mel U 4" FREIZE(TYP) 8 n v 0 ASPHALT SHINGLES 12 Z 3.5 0'-0"2ND LEVEL F.F. 10'-1 1/8"PLT, 10'-1 1/8"PLT. LAP SIDING R � 7•C m O O LL in LL 4" FRIEZE(TYP) c t qq Jm w o 4"TRIM (TYP) m I N L ° m> �a° a 0'-0" F.F. 0'-0"F.F. GRADESCREENGRADE ED PORCH 8"BAND(TYP} 8"X8"FRAMED COLUMNS Rear Elevat'ion SCALE: 1/4"=1'-0" ASPHALT SHINGLES— 8'-1 1/8"PLT. 8'-1 1/8"PLT. d� c 12 co I V/ 0'-0"2ND LEVEL F.F. 01- ' ND LEVEL F.F. LAP SIDING .q� 10'-1 1/8"PLT. 10'-1 1/8"PLT. 4" FRIEZE(TYP) COP 4"TRIM (TYP) 0 0'-0" F.F. 0'-0" F.F. u- 0 �3 � ^O � Cc'), GRADE GRADE x OE c $"BAND(TYP) a U.. a j ■ JOB NO. Left wq Paradise Preserve SCALE: 1/4"=V-0" SHEET TITLE SHEET REAR&LEFT ELEVATIONS w r- r� � gS c � 1031 , '-3" 1'-3" 3'-3" 2'-6" 4 1 -3 2 -0 2 �. .� J�j CD COUl N v N >' z CV CV Q > " w w w — � � '—� _ W to to 0 N W W W le cn LE 0 0 ro I m W r% mime W 0 KITCHEN 0 N CABINET ELEVATIONS Hg "_ '_ " 00 SCALE. 1/2 =1 0 m C (MLo pp J m N l0; � .�. C a°a 0 0 I N 41-0 CV AsI C)ro i co J L KITCHEN CABINET ELEVATIONS, SCALE: 1/2"=1'-0" AN 0 0 01 10 o 01 1 0 0 0 0 1 0 0 0 co NO MIRROR NO MIRROR NO MIRROR 2'-6" 2'-6" 2'-6QO " ole i a 0 0 C7 I o o L- f OJ p C N I n. lif o N x m.. m E c 0 .2 r aaa �OB NO. MASTER BATH BATH 2 BATH 3 Paradise Preserve CABINET ELEVATIONS. CABINET ELEVATIONS. CABINET ELEVATIONS SHEET TITLE SHEET SCALE: 1/2"=1'-0" SCALE: 1/2"=l'-O" SCALE: 1/2"=l'—O" INTERIOR FI FVATIONS A amok oft ELECTRICAL KEY [NOTE-11ECSYM] �$ SINGLE POLE OUTLET DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER �yWp WEATHERPROOF DUPLEX OUTLET [OGR GROUND-FAULT CIRCUIT-INTERRUPTER DUPLEX OUTLET HALF–SWITCHED DUPLEX OUTLET L ® SPECIAL PURPOSE OUTLET/JUNCTION BOX DUPLEX OUTLET IN FLOOR �0220V 220 VOLT OUTLET ® OVERHEAD DUPLEX 8 [403- WALL SWITCH N 1-3 THREE–WAY SWITCH a �-4 FOUR–WAY SWITCH } -R RHEOSTAT SWITCH w ui �DM DIMMER SWITCH co w Q REINFORCED JUNCTION BOX S2 0' -( CEILING MOUNTED INCANDESCENT L T LIGHT FIXTURE �( - WALL MOUNTED INCANDESCENT r n ' T LIGHT FIXTURE v J - RECESSED INCANDESCENT LIGHT FIXTURE W RECESSED ADJUSTABLE EYEBALL INCANDESCENT LIGHT FIXTURE U - - INCANDESCENT LIGHT FIXTUREHo . �--- PC NTH PULL CHAIN — — — — � EXIT LIGHT � - �° EMERGENCY LIGHT I � FLUORESCENT LIGHT FIXTURE i FLUORESCENT LIGHT FIXTURE I / I � WITH PULL CHAIN II I � II �-_� __� � TRACK LIGHT A ,. _ I r8 r. g a _ 0 EXHAUST FAN (WENT TO EXTERIOR) c CARPET I TIL EXHAUST FAN LIGHT COMBINATION > (VENT TO EXTERIOR) a . 0 i o o ti [ ] EXHAUST FAN WITH HEAT LAMP I I I PB I I t> (VENT TO EXTERIOR) M II — _ CHIMES c I I - - - - - - - - - - - - — I 120 WP I I �P8 t PUSHBUTTON SWITCH CD / CLG—. BRK-T I d H417% t —GFI ,� A I Q SMOKE DETECTOR c o PREWIRE — VVP I a°a I / I I HEAT DETECTOR 1 I FOR — --- — PENDENT I —� 1 I I Q CO2 DETECTOR LIGHTING I I ABV. THE I 1 � � � � � QT THERMOSTAT a / -'w� O► BAR I 1 No I I � � � �' s SPEAKER I I CARPET 13 I I a n b PHONE (1-CAT3), ocn _ o t \ a I I TLE CPT. CPT. TILE LO ATE o I � TO I I t I �� N DDC (1–CAT5, 1–RG6) I I TOE I Y E WALL ` I I I MDC (2-CAT5, 2-RG6) ri � t1 I LTGHTS�f � 't , ELECTRIC METER I . FLOOR I J I __ ` I I a� r— ELECTRIC PANEL I I / ALONG I t v THE — — I REF i Jl j Q' SWITCH JUNCTION BOX FOR H.P. UNIT CABINETS _ _ I I FI —� — ' _ \ 1 rr = ->r— —� _ ,/ a I t I I GFI _: EL �}._ CEILING FAN PREWIRE / I I WISP I I I p i !–~ (PROVIDE ADEQUATE SUPPORT) UNDER I Y I ------� I I .......... . .................. I_— >(I UGHTING I m tr – V CEILING FAN / LIGHT PREWIRE TILE \ I I CABINET I� PANEL BOAC \ \ _, a I J \ (PROVIDE ADEQUATE SUPPORT) ri CLG_BRK. \ ELECTRICAL NOTES: 71 D ______ __---- .. \ n [NOTE_UCTRIC] ta -------- ----- 1 i TILE J 3 3 \\ ! ° t 1• PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE B \ i a DETECTORS AS REQUIRED BY NATIONAL FIRE — — r– — \ + PROTECTION ASSOCIATION (NEPA) AND MEETING SD ® 1 1 __ __ a~. DDC t ATER I THE REQUIREMENTS OF ALL GOVERNING CODES FI v ` � � a 1 � a 0 TNER I ?OP I t \ ° PROVIDE AND INSTALL GROUND FAULT / --- ! 2• CIRCUIT—INTERRUPTERS (GIFl) AS REQUIRED BY LOW VOLT„ t t I I `_ \� NATIONAL ELECTRIC CODE (NEC) AND MEETING � TOP ® 72 1 �� x PECIALTY WIRING A L\ a. THE REQUIREMENTS OF ALL GOVERNING CODES. ;=14 L, ° ELECTRICAL CONTRACTOR TO PROVIDE REQUIRED � � / � . ETC.. TO BE WIRED T - -- TIL , t a L_ _y_ _j / a 3. DIRECT HOOK-UPS/CUTOFFS. CARPET THIS CLOSET CARPET CARPET G HVAC CONTRACTOR TO VERIFY THERMOSTAT 4. LOCATIONS. 5 ALL ELECTRICAL AND MECHANICAL EQUPMENT (I.E. FURNACES, A/C UNITS, ELECTRICAL PANELS, • y-�" / F SANITARY SUMP PITS, DRAIN TILE SUMP, AND WATER HEATERS) ARE SUBJECT TO RELOCATION b, DUE TO FIELD CONDITIONS. 11 OUTLETS IN BACKSPLASH , _ a ELECTRICAL DEVICES: ABOVE FINISHED FLOOR: C* W . L-V I SWITCHES OVER COUNTER . . . . . . . . " TO CL CPT TILE – I CARPET t WALL OUTLETS OVER COUNTER . . . . . . TO CL I ' \ ��_ REMAINING SWITCHES 48*.TO CL i WALL OUTLET'S . . . . . . . . . . . . . . 16' .TO CL I BATH VANITY BRACKET OUTLET • -1A I I R NAI GAS WATER HEATER (1" ABOVE TOP OF MIRROR) . . . . .88" TO CL 1'2 – I WATER SOFTENER AND SUMP OUTLETS 48" TO CL TELEPHONE OUTLETS . . . . . . . . . . .16" TO CL TELEVISION OUTLETS . . . . . . . . . . .16' TO CL EXERI OR GFI OUTLET'S . . . . . . . . . . W.170 CL GARAGE GA (ABOVE GARAGE FLOOR) 48" TO CL FRONT DOOR COACH LIGHT . . . . . . . 84" TO CL GARAGE DOOR COACH LIGHT, (ABOVE GARAGE FLOOR) . . . . . .84" TO CL 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 . . . . . . . . . . . .L.FVEI. W/ DR HANDLE KITCHEN WALL HUNG MICROWAVE OUTLET . . . . . . . . . . . . . . . . . 76".T.O.CLMAIN FLOOR ELECTRICAL KITCHEN DISHWASHER RECEPTACLE . . UNDER SINK SCALE: 1/4"=1'–O" KITCHEN RANGE . . . . . . . . . . . . . . 24".TO CL NOTE: PROVIDE ARC FAULT IN ALL BEDROOMS KITCHEN REFRIGERATOR . . . . . . . . .4B". TO CL WASHER/DRYER OUTLET . . . . . . . . . .48". TO CL L mi • JOB NO. CL = CENTER LINE 1 = FIELD VERIFY Paradise Preserve 2 = MASTER BATH STANDARD 30" HIGH VANITY TO BE RAISED C SHEET TITLE SHEET MAIN FLOOR El 1 ELECTRICAL L ELECTRICAL KEY [NOS ] f$ SINGLE POLE OUTLET DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER �yWp WEATHERPROOF DUPLEX OUTLET GFl GROUND-FAULT CIRCUIT-INTERRUPTER DUPLEX OUTLET HALF-SWITCHED DUPLEX OUTLET L ® SPECIAL PURPOSE OUTLET/JUNCTION BOX 4n: DUPLEX OUTLET IN FLOOR 0220V 220 VOLT OUTLET ® OVERHEAD DUPLEX N ("_ I-. WALL SWITCH 3 THREE-WAY SWITCH a -4 FOUR-WAY SWITCH R RHEOSTAT SWITCH w w DM DIMMER SVATCH N wUJ Q REINFORCED JUNCTION BOX -0- CEILING MOUNTED INCANDESCENT LIGHT FIXTURE r K - WALL MOUNTED INCANDESCENT LIGHT FIXTURE -�]- RECESSED INCANDESCENT LIGHT FIXTURE - - ■ W RECESSED ADJUSTABLE EYEBALL INCANDESCENT LIGHT FIXTURE _0_pC WITHINCANPULLCECHAIN HT FIXTURE s r n EXIT LIGHT v / O EMERGENCY.LIGHT m ® FLUORESCENT LIGHT FIXTURE W Z FLUORESCENT LIGHT FIXTURE WITH PULL CHAIN -� TRACK LIGHT `° V_ r ^ 0 EXHAUST FAN (VENT TO EXTERIOR) co�S EXHAUST FAN/LIGHT COMBINATION 2-0 (VENT TO EXTERIOR) 3•o o_ - ] EXHAUST FAN WITH HEAT LAMP LL t" (VENT TO EXTERIOR) ci c d � ® J m N CHIMES C4 •PB PUSHBUTTON SWITCH ® SMOKE DETECTOR 0 o t aaa ® HEAT DETECTOR ---------------------------- Q CO2 DETECTOR IL QT THERMOSTAT _ Q SPEAKER PHONE (1-CAT3) -- N DDC (1-CAT5, 1-RG6) EAD RD WAIN T MDC (2-C;AT5, 2-RG6) � ELECTRIC METER F T f SOD o ELECTRIC PANEL 17-FCEILING FAN PREVVIRE —r--- , / (PROVIDE ADEQUATE SUPPORT) DOW 4 1 S T , c@6. �E RI E CEILING FAN / LIGHT PREWIRE 4 J (PROVIDE ADEQUATE SUPPORT) ELECTRICAL NOTES: [NOTE FI MC] 1PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE • �� DETECTORS AS REQUIRED BY NATIONAL FIRE PROTECTION ASSOCIATION (NEPA) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES PROVIDE AND INSTALL GROUND FAULT 2• CIRCUIT-INTERRUPTERS (GFl) AS REQUIRED BY NATIONAL ELECTRIC CODE (NEC) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. ELECTRICAL CONTRACTOR TO PROVIDE REQUIRED SECOND 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. 5. FURNACES, A/C UNITS, ELECTRICAL PANELS, SANITARY SUMP PITS, DRAIN TILE SUMP, AND NOTE: PROVIDE ARC FAULT IN ALL BEDROOMS WATER HEATERS) ARE SUBJECT TO RELOCATION DUE TO FIELD CONDITIONS. ELECTRICAL DEVICES: ABOVE FINISHED FLOOR: SWITCHES OVER COUNTER . . . . . . . .48' TO CL WALL OUTLETS OVER COUNTER . . . . . .48' TO CL REMAINING SWITCHES . . . . . . . . . . 48'.TO CL WALL OU TLETS . . . . . . . . . . . . . . 16" .TO CL BATH VANITY BRACKET OUTLET (1' ABOVE TOP OF MIRROR) . . . . .$8' TO CL 1'2 WATER SOFTENER AND SUMP OUTLETS 48' TO CL TELEPHONE OUTLETS . . . . . . . . . . .16" TO CL TELEVISION OUTLETS . . . . . . . . . . .16" TO CL EXERIOR GFl OUTLETS . . . . . . . . . . l .TO CL GARAGE GFl (ABOVE GARAGE FLOOR) 48' TO CL FRONT DOOR COACH LIGHT . . . . . . . 84' TO CL GARAGE DOOR COACH LIGHT, (ABOVE GARAGE FLOOR) . . . . . .8.4' TO CL DINING AND BREAKFAST FIXTURE . . . .64' TO BTM OF FIXTURE FOYER AND STAIRWAY FIXTURE . . . . .36' TO BTM OF FIXTURE THERMOSTAT . . . . . . . . . . . . . . .54' TO CL DOORBELL CHIMES . . . . . . . . . . . .a4' TO CL DOORBELL BUTTON . . . . . . . . . . . .L)=1lEJ.. W/ DR HANDLE KITCHEN WALL HUNG MICROWAVE OUTLET . . . . . . . . . . . . . . . . . 76s.T.O.CL KITCHEN DISHWASHER RECEPTACLE . . .UNDER SINK KITCHEN RANGE . . . . . . . . . . . . . . 24'.TO CL KITCHEN REFRIGERATOR . . . . . . . . .48" TO CL WASHER/DRYER OUTLET . . . . . . . . . .48'.TO CL • JOB NO. CL = CENTER LINE 1 = FIELD VERIFY Paradise Preserve 2 = MASTER BATH STANDARD 30HIGH VANITY TO BE RAISED 4' SHEET TITLE SHEET SECOND FLOOR El �• ELECTRICAL L 211 U Z U O = V7 O O co 1wZ _..I O W U 6/ z (0 ZLLJL X _j Ljj LLI J Z N (n F- -j • Q w ' Cr 6 Li 4'8" M '8" 7'10" 0' O< N _r M o _ V FF A/ z `� �, �� 6' U, (y, .� Z N W J= Lou Pont!go and /6// co 01 w W ,,� O N _j Z Associates, Inc. o in � ill "8 0° 0 0 0 0 0 w o 496 Osceola Avenue 4,g„ /8„ -7'10„ 0, C J 1 -' - Jax. Beach,Florida 32250 02 LL__j mafz C J 3 M C J 1 O i V) ° ° ° ~ Ph.242-0908 Fax.241-9557 U U (A) M 0 ® ® ® owa CA#8344 DROP 11 N8 w �� N N N N IO- W BEAM CJ D3 /A). 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Z no ROOF TRUSS PLACEMENT PLAN, �, 52.1-S�D. FRAMING DETAILS FIRST FLOOR TRUSS PLACEMENT PLANJ = r = o 0 �- SCALE: N.T.S. SCALE: N.T.S. � � � � I i � Ir � CO � O N (n 0- m V_ `- O PRE-ENGINEERED TRUSS NOTES MULTIPLE BRACED TRUSSES, AS INDICATED IN TRUSS SPECIFICATIONS. BRACING NOTES AND SPECIFICATIONS LATERAL LOADS DESIGN OF PRE-ENGINEERED WOOD TRUSSES SHALL BEAR THE SINGLE SEAL OF AN ENGINEER IN THE STATE OF FLORIDA AND SHALL TRUSS BRACING 1.)ALL BRACING LUMBER SHOWN, EXEPT H3 HURRICANE CLIP ® EA. COMPONENTS AND CLADDING COMPLY WITH NEPA, TPI, AND AI TC 100. FOR T-BRACE SHALL BE 1x4 SYP#3 PROVIDE BLOCKING FOR X-BRACE SPACING SMEMATIC Do not scale dimensions from these OR BETTER OR 2x4 SPF#2 OR BETTER, ROOF DECK ® RIDGE. OUTLOOKER TO TRUSS. 2x4 SYP#2 OUTLOOKERS # ® 24" O.C. NOTE A drawings.If a dimension is unclear CONTRACTOR SHALL VERIFY THAT ADEQUATE TRUSS BEARING IS (UON) 4-12d TOE NAILS (TYP.) DESIGN CODE: THE 2004 FLORIDA BUILDING RESIDENTAL CODE do ASCE 7-02 refer to the Architectural drawings or INSTALLED AT ALL TRUSSES AS INDICATED IN THE TRUSS SHOP to ITBASIC WIND SPEED --__,_T__=__=_^-- 120 MPH contact the E.O.R. (1,DIAGONAL BRACE PER 2.)BRACING LUMBER SHALL INTERSECT IMPORTANCE FACTOR - -- 1.00 DRAWINGS. (4) TRUSSES APPLIED I'I THE WEB OF THE BRACED TRUSS, PIER I I I �.� PROVIDE 2x4 SYP#2 UPRIGHT j MEAN ROOF HEIGHT ----------------•----- 24,0 FT ALL TRUSS-TO-TRUSS CONNECTIONS SHALL BE PROVIDED BY TO BACKSIDE OF WEB. I I DELEGATED TRUSS ENGINEER. FROM TOP TO BOT. CHORD OF ------------- . I ( I �� � ROOF PITCH-- - - I I � TRUSS ® EA. X-BRACE ;; j. t -' -' -- -8/12 SUBDIVISION • ' L j l j e BUILDING CATEGORY ---II DELEGATED TRUSS ENGINEER. 3.)PERMANENT PERMANENT BRACING; r �' I (IF VERT. IS NOT PRESENT) EXPOSURE CATEGORY ---------------- C PARADISE PRESERVE 11 WHERE NOTED ON TRUSS MFR. SHOP 3-12d ® ( �'i 4' MIN. W/2 ENCLOSURE CLASSIFICATION -------------PART. ENCLOSED ALL TRUSSES SHALL HAVE TEMPORARY BRACING IPER BRACING APPLIED TO I"I DRAWINGS. THE CONTRACTOR SHALL ( ---- _--- 2x4 SYP#2 DIAGONAL. OMIT THIS W INTERNAL PRESSURE COEFFICIENT -t .55 LOT UNIT BLOCK FRONT SIDE OF WEBS. I I EA. VERT. �. , COMMENTARY AND RECOMMENDATION FOR HANDLING, INSTALLING 1.1 PROVIDE 1x4 SYP#3 OR BETTER I (TYP,) ( I BRACE WHEN VERTICAL HEIGHT 23 & BRACING METAL PLATE CONNECTED WOOD TRUSSES, HIB-91. I I BOTTOM CHORD BRACING ?kg OF TRUSS AT BRACING LOCATION NOTE A: COMPONENTS & CLADDING DESIGN PRESSURES (PSF) f _ t;, TO " A NAME 0 '5T-BRACE FASTENED TO lel PERPENDICULAR TO TRUSS BOTTOM I I SYp IS LESS THAN 40"• ADDITIONAL BRACES AS REQ'D., , FOR STRUCTURES DESIGNED AS PARTIALLY ENCLOSED, TRUSS o o e o 0 o WEB w/ 12d ® E O.C. CHORDS AND ATTACHED TO EACH I l � Oj EQUALLY SPACED w/ SPACING TRIBUTARY INTERIOR EDGE STRIP: ENGINEER TO PROVIDE SPACING REQUIREMENTS FOR BOTTOM T-BRACE TO BE THE 1,1 TRUS WITH 2-8d COMMON NAILS. A'T I ( I ��' �.� ACO�y " " OF 5'-8" MAX. AREA (sf) ZONE 'a' _ 3'_0" DESIGN/DRAWN/CHECKED CHORD BRACING OF THE TRUSS WITHOUT USE OF RIGID CEILING SAME SIZE, SPECIES, GABLE END WALLS PROVIDE DIAGONALS I q AND GRADE AS WEB I I AT END WALLS PROVIDE DIAGONALS �� 0.131x3 TOE NAILS ® 8 O.C. AOB JWM LAP CONTINUOUS LATERAL BRACING, SEE TO BE BRACED. 10I FROM BOT. CHORD OF TRUSS 10 +49.3 --52.4 +49.3 -62.0 DIAPHRAGM, TRUSS SHOP DRAWING FOR QTY. AND I I (APPROXIMATELY 45%) TO THE -\ TO DBL. TOP PLATE WALL SHEATHING UP DATE BY SIGNING AND SEALING THIS TRUSS LAYOUT, THE ENGINEER OF LOCATION. LE MORE THAN (1) LATERAL 101 ADJACENT EXTERIOR PERPENDICULAF2 GABLE END TRUSS. 50 +45.4 -48.5 +45.4 -54.1 0$,2 2.06 RECORD (EOR) MAKES NO CLAIMS REGARDING THE COMPONENT BRACE IS NEEDED, OVERLAP BRACE 11 WALL BETWEEN EACH LINE N BRACING " DESIGN THAT WERE PREPARED BY THE DELEGATED ENGINEER AS SHOWN. TO FORM A ZIGZAG PATTERN ALL 2-0.131x3 EA. END �_/ SIMPSON LSTA12 ® 24" O.C. i 12" LONG 2x4 BLOCKING 100 +43.7 -46.8 +43.7 -50.7 SCALE ' CONSTRUCTED OF THE SAME BRACING 2x4 SYP#2 BLOCKING 0 24"O.C. ATTACH / �WITH 4-10d TOE-NAILED AS NOTED (TRUSS DESIGN ENGINEER) TO ACHIEVE THE FRAMING DEPICTED MATERIAL. THIS REQUIRMENT IS NOT' \INTO OBL. TOP PLATE CTR'0 1• THESE PRESSURES REPRESENT THE NET PRESSURE (SUM OF EXTERNAL & INTERNAL LATERAL BRACE w/16d ® 4 O.C. # ION THREADED ROD, ON THIS SHEET. THE EOR DOES NOT CLAIM THE WORK CONTAINED NECESSARY AT HIP ROOFS. ALSO 2x4 SYP 2 BLOCKING AS CEILING PRESSURES) POLAT IO NORMAL TO WALL SURFACES. X08 No. ALONG EXTERIOR WALLS PARALLEL TO 2x4x8' SYP 2 LATERAL BRACE EA. NAILER NOT CONTINUOUS ATTACH / 3. LINEAR INTERPOLATION BETWEEN VALUES of TRIBUTARY AREA IS PERMISSIBLE. J-06-0522F ON THESE TRUSS LAYOUTS AS HIS OWN, THE EOR CERTIFIES BOTTOM CHORD BRACING PROVIDE # (NOT ) / 3. PLUS AND MINUS SIGNS SIGNIFY PRESSURE ACTING TOWARD & AWAY FROM THE THAT THE TRUSS AND BEAM SPAN DIRECTIONS, AND BEARING X-BRACE w/ 3-tfid INTO EA, TRUSS. w/ 0.13ix3 ® 8 O.C. STAG. THREADED ROD TO EXTEND EXTERIOR WALL SURFACE. SHEET DIAGONALS IN THE END SPACE 4. ALL COMPONENT & CLADDING WALL ELEMENTS SHALL BE DESIGNED FOR BOTH WALL LOCATIONS ARE THOSE WHICH THE SUPPORTING STRUCTURE BETWEEN THE WALL AND THE FIRST OVER 2x4 BLOCKING AND POSITIVE AND NEGATIVE PRESSURES SHOWN IN TABLE ABOVE. WERE DESIGNED TO CARRY, DUTIES DELEGATED TO THE TRUSS PERMANENT TRUSS BRACING LINE OF BOTTOM CHORD BRACING ATA 2 GABLE END BRACING GABLE TRUSS BOTTOM CHORD 5. COMPONENT do CLADDING ELEMENTS WITHIN A DISTANCE 'o' FROM OUTSIDE 1 MAXIMUM SPACING OF 20 FEET. FASTEN PER SPECIFICATION. CORNERS OF THE BUILDING SHALL BE DESIGNED FOR THE EDGE STRIP PRESSURES, DESIGN ENGINEER EXPLICITLY NOT COVERED BY THIS SEAL OTHERWISE, USE INTERIOR ZONE PRESSURES. INCLUDE COMPON3NT "NDIVIDUAL TRUSS) DESIGN, TRUSS TO S0.0 SCALE: N.T.S. S0.0 PLATFORM FRAMING DETAIL THREADED ROD, 6. DESIGN OF WINDOWS/OOORS FASTENING TO THE WALL FRAMING IS THE TRUSS CONNECTIONS, AND TRUSS TO TRUSS LOADING. SEE KEYED NOTE 2, ON PLAN FOR BALLOON APPLICATION AT GABLE END RESPONSIBILITY OF THE WINDOW/DOOR MANUF./SUPPLIER do SHALL MEET THE Soo FRAMED GABLE END INFORMATION ABOVE NOTED POSITIVE AND NEGATIVE PRESSURES. SHEET 1 OF 5 1 ahacbjv Lou Pontigo and Associates, Inc. .496 Osceola Avenue Jax. Beach,Florida 32250 Ph.242-M8 Fax.241-9557 CA#8344 % CONTACT US WrTH YOUR COMM&M \,COMMENTS@LP-A.COM j 2 S1.0 2 6x6 P.T. SYP#2 POST, TYPICAL. S1.0 (4 PLACES) L i-A A T J S E IF 1 20 ...------_--_- --- ....... C) L RE 1*63 " I a K7 1r2 _6 I ITI 1 1.0 I I VALID ONLY WHEN .0 t SIGNATURE IS IN BLUE INK II AND RAISED SEAL _j L rJ F -1- 2.0 rREVISIONS BY l .10 � �� � _j II t- I I I�! I --A ;1� 76 r2 6 S1.0 N V-O �-o �-o 2 SLIDING GLASS DOORl I I S1.0 FRAM F BE--RECESS E_D__ CURB SEE ARCHITECTURAL PLANS L � ( FOR LOCATON OF SLIDING F 14 r- 6x6 P.T. SYP#2 GLASS DO RS. j POST, TYPICAL. L 3 r S1.0 (4 PLACES) � - �'ll S1.0 L CURB 3 _j ;L Sim i - - - -- - - _ --- 7 0 1.0 F2.0 i - ---__-- -��! I I ` I i , FOOTING SCHEDULE AND NOTES 6 -2 14'-6' F .............. U) ............. r4 8 TYPE LENGTH WIDTH DEPTH BOTTOM BARS 4" CONCRETE SLAB wl F2.5 j- I �FIBERMESH 0 1.5 LBS/CU. D. 1�6 =T I----- F2.5 2'-6#1 21-69t A. WAY BOT. Ll OF CONCRETE OR 6x6 W1. xW1.4 3 to 31 S1.0 I WWF ON 5MIL VAPOR BARRIER > SIMPSON PA51 STRAP F3.0 3'_O 0$1 3-#5 EA. WAY BOT. I U S1.0 ANCHOR EMBEDDED IN WALL C) IN PREPARED GRADE. FTG. EA. OF GARAGE WING I I ------ - -- ---T --- -� -_� � f .- I I IWALL SEE 10/S2.0. TYP. F4.0 4'-Opp 4'-p" V-0" 4-#5 EA. WAY BOT. 0- tt 1 0 4-#5 EA. WAY BOT. F4.5 4'-6" 4'-.6 1 1. THIS FOUNDATION PLAN ONLY CONVEYS STRUCTURAL INFO. 5-11 C> 3 /00*"2� RELATED TO THE FOUNDATION. FOR GENERA�L FEATURES, C) 1.qj/ DIMENSIONS, CONDUITS, ELECTRICAL EMBEDS, STEP HEIGHTS, L--------- --------- S1.0 ECT., SEE ARCH. PLAN. ARCHITECTURAL PLAN SHOWN. HERE - i I 'I 1 - = - CURB IN FOR REFERENCE ONLY. _j 2. FTGS. & FND. SHALL BE IN ACCORDANCE w/FBC-R CHAPTER 4. 2 3. A SOILS INVESTIGATION REPORT IS RECOMMENDED TO VERIFY I ` SUITABLE SUBSURFACE CONDITIONS. S1.0 2 4. SOIL COMPACTION AND FILL SHALL BE COMPACTED TO A 4- S1.0 MINIMUM OF 95% MODIFIED PROCTOR IN ACCORDANCE WITH S1.10 ASTM D1557. 5 CURB 5. MINIMUM CONCRETE COVER FOR REINFORCING SHALL BE 3" IN S1.0 FOOTINGS AND MESH SHALL BE CENTERED IN SLAB ON GRADE. . N CONTINUOUS 8 U-BLOCK BON� BEAM w/1-#5 CONT. FOUNDATION PLAN 8" CMU WALL w/ SCALE: 3/16 11-019 #50 48- O.C. IN GROUT FILLED CELLS. SLAB ON GRADE, r SEE PLAN. SO.O-TRUSS PLACEMENT GRADE I I 'y S1.0-FOUNDATION PLAN GRADE S1.1-1ST & 2ND FLOOR PLAN TYPICAL THICKENEDS2.0-GENERAL SPECS. STEMWALL FOOTING. SLAB, SEE S2.1-STD. FRAMING DETAILS DETAIL 4B/S1.0. STEMWALL VERSION MONOLITHIC VERSION AT CONTRACTOR OPTION, EITHER VERSION MAY BE USEDI • /00"8� A/C SCREEN WALL S1.0�O SCALE: NTS • 8" x 8" BOND BEAM 1#4 CONTINUOUS, PROVIDE TYPICAL WALL FRAMING w/ 1-#5 CONT. PROVIDE TYPICAL WALL FRAMING AND ANCHORAGE IX-CORNER BARS 3' EA. SIDE AND ANCHORAGE PER 1#4 EXTENDED Do not scale dimensions from these CORNER BARS (TYPICAL) N, PER CONSTRUCTION SPECS. OF RECESS. (TYPICAL) CONSTRUCTION SPECS. TYPICAL WALL FRAMING STEP, 3' EACH SIDE drawings.If a dimension is unclear -4-- AND ANCHORAGE PER OF RECESS. ref or to the Architectural drawings or 1#5 CONTINUOUS, PROVIDE 1 51 2" TYPICAL WALL FRAMING U 2-#5 CONT. CONSTRUCTION SPECS. SEE ARCH. (TYP.) 'd contact the E.O.R. BRICK VENEER IS /-CORNER BARS (TYPICAL) AND ANCHORAGE PER --A " SLAB ON .0 __r4 GRADE, STEP, SEE OUT MONO SLAB FOOTING AT PORCHES, CONSTRUCTION SPECS. - 4 & WN INTO STAIR, ACCEPTABLE WITHOUT BEND DO 7F SEE PLAN. ARCH. INCREASE OF FOOTING �WHEN SPECIFIED ON PLAN. 1-#5 CONT., PROVIDE SEE 6B/S1.0 (15" MAX.} SUBDIVISION SIZE. 11 CORNER BARS (TYP.) EQUAL TO SLAB CONC. STAIRS 14- -;-,1 - GARAGE CUR DETAIL SLAB ON GRADE, THICKNESS. SECONDARY POUR PARADISE PRESERVE JTOP OF FOOTING P SEE ARCH PLAN LAN. SLAB ON 8"X1 6" 1-STORY, w/(2)#5 CONT. 6A 0 CURB 6B @ SLAB RECESS #40 18- O.C. LOT UNIT BLOCK GARAGE CUR DETAIL 7A • GRADE, 5�' SLAB ON DOWELS BEND -4 GRADE, 8"x2l)" 2-STORY, w/(2)#5 CONT. 23 -,-SEE PLAN. 8" CMU STEMWALL w/ INTO STAIRS. SEE PLAN. A- ACCEPTABLE WITHOUT FOOTING ® 40" O.C. a 4" MIN. ° ° L,4j�jCtAEkkoN NAME GRADE OR CONC. \j/ MONO. FTG. BRICK VENEER IS #5 VERT. HOOKED INTO AT WALLS GREATER THEN . .q . SLAB, SEE PLAN. -0" HIGH, NOTIFY E.O.R. 0 A DEPTH IS 4' TYPICAL WALL FRAMING B AND ANCHORAGE PER INCREASE INCREASE OF FOOTING BEND 2'-0" INTO SLAB FOR TEMPORARY BRACING 04 y 3 BEARING AT INTERIOR FROM LOW X.1< ALT. FOOTING AT S DESIGN/DRAWN/CHECKED LAYOUT PLAN. 1p - CONSTRUCTION SPECS. SIZE. N C14 BUILDERS DISCRETION. 8 (TYP) GRADE STEMWALL REINFORCEMENT BRICK VENEER, 2_. SHOWER PAN, SEE ARCH ADB JWM/LAP 1.1� PLAN. MAINTAIN 4" MIN. SLAB THICKNESS. SLAB ON SEE ARCH. DATE CMU GRADE. REINFORCING -4 COURSES #4 DOWEL TO MATCH 12" 1-STORY, w/(2)#4 CONT. 1#5 CONT. z WALL REINFORCING. 08.22.06 SLAB ON SEE PLAN. 1 TO 6 #4 VERT. 0 48"O.C. 16" 2-STORY, w/(3)#4 CONT. • GRADE, FOR MONOLITHIC OPTION, SEE 2/S1.O 4 CONT. CONCRETE FOOTING C-4 1 4 OR 7 TO 10 #4 VERT. ® 2 4"O.C. 20" 3-STORY, w/(3)#5 CONT. x SEE PLAN. 1 .1 . . . I " q- - AS NOTED t �\d 11 TO 12 #4 VERT. 0 8"O.C. oo FOR STEMWALL OPTION, SEE 1/S1.O 8"A 6" 1-STORY, w/(2)#4 CONT. NO. STEMWALLS, OVER 6 COURSES TO -a- - - 6"x8" EXTENSION FOR BRICK THICKENED EDGE 3" WIDTH, SEE STAIRS & PROVIDE HAVE TRUSS TYPE HORIZ. JOINT 10%20" .2-STORY, w/(3)#4 OR (2)#5 CONT. LEDGE ADD 1-#5 CONT. w/ 1-#5 CONT. w/ 2-#5 CONT. DETAIL 1/S1.O #40 18" O.C. E.W.. J-06-0522F REINF. BETWEEN EVERY OTHER 12"x24" 3-STORY, w/(3)#4 OR (2)#5 CONT. 8"x8" DETAIL 4A 8%16n 1-STORY, WA2)#5 CONT. SHEET COURSE. FILL CELLS SOLID. I - BRICK LEDGE DETAIL 12"x12" DETAIL 4B 8"x20" 2-STORY, w/(2)#5 CONT. STF.M. WALL AND FOOTING __-N M F W/ S r6 M r2 THICKENED SLAB OOTING SHOWER RECESS ONO. FOOTING AT STEP-DOWN CONCRETE STAIRS ON GRADE MONOLITHIC EDGE FOOTING r4 r5 r7 'F] a F ro�L�01'i _ 1 � I Tl� V-O �A BLUE INK SIGNATURE T�AS E'�NDIEL UAL 6\ F,' lr7\' \1 V-O CL > \1 V-0r,CURB r �7 iTl F2.5 y r L F-1 <i I\�-O SIMILAR AT FRONT AND REAR PORCHES W/O FRAME WALL ABOVE. S1.0 S1.0S1.0 S1.0 CONTRATOR MAY OMIT CHAIR BLOCK & FORM EDGE FO 4" SLAB. L SHEET 2 OF 5 7�ak SYMBOL LEGEND - - - WOOD BEAM OR TRUSS ALL EXTERIOR WALLS AT LOAD PATH-SUPPORT/UPLIFT SUMMARY INTERIOR LOAD BEARING WALL THIS LEVEL ARE CONSTRUCTED BRG. MEMBER NODE SUPPORT UPLIFT OF 2x6 ® 16" O.C. WALL TRUSS A3 8 3.2x4-SYP SEE SCHEDULE BELOW STEP, SEE ARCHITECTURAL PLANS FRAMING.(U.0.N.). THIS WALL TRUSS C1 A 2.2x4-SPF SEE SCHEDULE BELOW __,- BRACE GABLE END PER 2/SO.0 OR SEE KEYED SEE 8A 82.1, FRAMING COMPLIES WITH THE TRUSS c1 6 I HEADER SEE SCHEDULE BELOW " _ NOTE 2 FOR BALLOON FRAMING. FOR CONN. 6x6 P.T. SYP#2 L/240 DEFLECTION CRITERIA TRUSS D4 A 2.2x4-SYP SEE SCHEDULE BELOW -1 I. SW-1 SEE 8A/S2.1 , POST, TYPICAL. CONVENTIONALLY STRAPED AREA, SEE 7/S2.0 H8 FOR CONN. FOR BRITTLE FINISHES. TRUSS E3 A 3.2x4-SYP SEE SCHEDULE BELOW - - -- (4 PLACES) BM#t A 3.2x4-sYP (2)HTS20+(2)H8 Lou Pontigo and --' - ---- -- -- / -� T SHEARWALL SEGMENT. IF (ALPHA CHARACTER) BM#1 B 2.2x6-SYP (2)HTS20Associates Inc. 2�2x�2- �_(212-_- - SW- FOLLOWS SW DESIGNATION, I.E. SW-1A SEE TYPICAL PORCH FRAMING NOTES BM#2 A 2.2x4-SPF (2)H8 # 4/S2.0 FOR SPECIFIC CONNECTION DETAIL, 496 Osceola Avenue j - -- BM 3 B HEADER 8H S2.0 BEAM TO POST - � # / Jax. Beach,Florida 32250 X X N (2)MSTA24 w/9-10d EACH END 13M#3 C 2.2x4-SYP (2)MTS12 ® BUILT UP POST WITHIN THE WALL Ph.242-0908 Fax.241-9557 r, l\ 11 I V)l 1, � XI) . � CA#8344 f1 \ \ I \ \\_ 1 j BEAM TO WALL FRAMING X SPECIAL LOCATION OF THREADED ROD N I SEE DETAIL 8/S2.1 FOR CONNECTION CONTACT Us WIT}i YOUR COMMENTS TRUSST # KEYED PLAN NOTE COMMENTS&P-A.COM UPPER POST 0 LOWER POST (MULTI-STORY) LOADING CHART NOTE: 1. THESE BEARING NODES CORRELATE WITH THE TRUSS PROFILES NODE OF BEARING FRAMING MEMBER, SEE LOAD SHEATH FULL HEIGHT (2)CS16 W/9-8d TO EACH END AND HAVE BEEN RE-LABELED AS A,B,C,D,..., FROM LEFT TO RIGHT. O PATH-UPLIFT SCHEDULE THIS SHEET. DOWN TO FLOOR FRAMING 2. THE NODE LABELS GIVEN IN THE TRUSS ENGINEERING HAVE POST TO SLAB BEEN DISREGARDED. I S A P U I ` v� ,_ _, �J I BEFORE ROOF DECKING. UPLIFT ANCHORING SYSTEM F - '-- - j ABU44/66 w/6-16d EA. END OR 00 �`_ x �i TYPICAL SUPPORT NOTES: - r I` �\ N -- - N i HTT16 w/1-3/4 ROD TO FTG. 1. SUPPORT POST: BUILT-UP POST SHOWN ON PLAN ARE MINIMUM INSTALL '/:04 A307 THREADED ROD ANCHORS PER DETAILS 1/S2.0 AT ALL I+ ° / I-- j AND MAY BE INCREASED TO CORRESPOND WITH STUD WALL SIZE CORNERS AND WALL INTERSECTIONS. INSTALL w/ A MAX. SPACING OF 6-8' O.O. _ ' x 1 1 SELECTED. AT EXTERIOR WALLS & 4!-O' O.C. AT INTERIOR BEARING WALLS, AND INTERIOR o C11 X, 1539.11 2. ALL MULTI-PLY TRUSSES AND BEAMS, PROVIDE A BUILT-UP PARTITION WALLS AND INTERIOR BEARING WALLS WITH NO ROOF UPLIFT DO NOT �" 2X6 OVERFPE _ N ± SEE 8A/S2.1, POST COMPOSED OF MULTIPLE WALL STUDS EQUAL TO THE REQUIRE ANCHORS. AS AN ALTERNATE THE CONTRACTOR MAY INSTALL --- - _ I FOR CONN. NUMBER OF TRUSS OR BEAM PLYS. (UON) CONVENTIONAL STRAPPING PER 7/S2.0 FOR INTERIOR/EXTERIOR ROOF BEARING C Is -_ _ RAFTERS C� 4 �.�. i '" WALLS IN LIEU OF THE THREADED ROD ANCHORING SYSTEM. w OVERFRA E LEDGER:=_; I j VALID ONLY WHEN I ,, _j FRAME WALL UPLIFT CONNECTOR SCHEDULE SIGNATURE IS IN BLUE INK SEE 5/S2.1 __r q _ _ � 1--_____._ AND RAISED SEAL 6x6 P.T. SYP#2 N --� I -�( 1 ---_-_--? -_ r \�, -------� I CONNECTION UPLIFT (LBS) SOLE PLATE ANCHOR SCHEDULE POST, TYPICAL. �- i - � J �_=_-_�----------------� �I � - � H X ALL HEADERS -�L-----J -� =�= ' a 'j �I " (1) 8 < 745 WALL TYPES QTY. OF ANCHORS BETWEEN ADJ. ROD (4 PLACES) N' I _ r --- ---- _ 'I I N CONNECTION TO: Roo aoo N ,- ARE H6; U.O.N. �_ -- - - _-- -j) 11 (2)HB < 14go SPAC„NG>80 >48 & <80 SPACI,G<48 REVISIONS BY \ I _ _` , `\` - ,-t_ - DBL. T PLATE < 000 SW-1 (INT, OR EXT. WALL) 3 2 1 (2)MTS12 2 _ 4 / O /� ,_ �� �` �� HEADER SW 2 (INT. OR EXT. WALL) 6 2 i ' Q8 (2)HTS20 < 2900* SW-3 QR EXT. WALL 1 1 0 1 _ \ti POST INT. BRIG. WALL (NON-SW) N/A N/A N/A o0 o r, -- \ I I ' (2)HTS20+(2)H8 < 4390* Q ,, _ - -- -# -�- lr1 H 8 H 8 }TIZIT__Z.Z7 _r z"zz;7 zzz,I I *PROVIDE '/z"0 ROD ADJ. TO CONNECTORS 1. ANCHORS SHALL BE '/2%6" Ig (MIN. 31/2" EMBED.) w/ 1/z 0x/a" PLATE ,••�- WASHERS; DRILLED do EPDXIED. SEE 8A/S2.1, `�I" rr1 - _ I '� I / ICN N,Qg; TRUSS CONNECTIONS SHOWN ON PLAN SHALL SUPERSEDE I I TABLE. AT MULTIPLE STRAP CONNECTIONS, SPREAD STRAPS TO 2 IF WALL SEGMENT IS CONVENTIONALLY STRAPPED, PROVIDE SOLE PLATE FOR CONN. I _- z I �I Ni' AVOID NAILING CONFLICTS THROUGH TRUSS. WHEN USING TWO ANCHORS AT 24" O.C. STRAPS ON SINGLE PLY TRUSSES, PLACE STRAPS DIAGONALLY (3)2x6 SYP#2 -= ACROSS DBL. TOP PLATE FROM EA. OTHER. SHEARWALL SHEATHING JACK STU THIS I ----, I 1%I " " S I I! SW-1: 8d COMMON WIRE 3 O.C. EDGE & 6 O.C. FIELD 'tA END OF H' ADER. IJI SW-2: USE SW-1 NAILING, SHEATH STUDS BOTH SIDES M I� II D SW-3: 8d COMMON WIRE 6" O.C. FIELD AND EDGE (ALL EXT. WALLS) Of I -1�Z7.. l ' ► I-- ,J� 1. ALL SW SHEATHING PER CONSTUCTION SPECS ON S2.0 J 2. USE 2x BLOCKING AT ALL PANEL JOINT . I 3 3. ALL EXTERIOR WALLS ARE SW-3, LION. to O __ ` _ BM#1 I I 1 - - __�__-_____ �_._-____._1 I _L x U0 4. PROVIDE DBL. STUDS EACH END OF SHEARWALL, TRIPLE STUDS AT SW-2. _ A � � � ,� T,� Xr�_---_:--__--.X � KING STUDS AT HEADERS MAY SERVE AS END POSTS FOR SW. r O X X - ---( I� �B i _ 5. FASTEN ALL INTERIOR SW TO ROOF OR FLOOR TRUSSES PER 4/S2.0 HA/ - GARAGE DOOR CONNECTION FASTEN EACH JACK STUD SHEARWALL ANCHORING W • TO HEADER WITH MSTA24 THREADED ROD CONVENTIONALLY STRAPPED O w/(9-10d EACH END EACH SYMBOL ALL LEVELS 1ST LEVEL UPPER LEVEL SIDE OF OPENING. (TYP.) SW-1 /a s OR (2)'/z0 HTT22 OR PHD6 (3)CS16 FIRST FLOOR FRAMING PLAN. SW-2 (2)/a HHDQ11 SEE DETAIL 5/82.0 W SW-3 V20 HTT16 OR PH02 (2)CS16 SCALE: 3/16" = 1'-0" 1. INSTALL SHEARWALL ANCHORS EACH END OF SHEARWALL 1. BEAMS & HEADERS SUPPORTING ROOF FRAMING (EITHER DIRECTLY 2. SHEARWALL REQUIRING DOUBLE ROD INSTALLATION SEE DETAIL 6/82.0 Q OR THAT SUPPORT AN UPPER LEVEL WALL THAT SUPPORTS ROOF Caw> 3. FOR CONVENTIONAL STRAPPING OF SW, SEE 5/82.0. FRAMING) SHALL BE SUPPORTED BY (3)2x SPF#2 TO MATCH WALL DEPTH (U.O.N.). FASTEN BEAM TO POST WITH (2)HTS20. FASTEN 713 FRAME WALL AND HEADER SCHEDULE POST TO FOOTING w/ HTT16. THESE SIMPSON FASTENERS MAY BE 52.1 W OMITTED IF THE BEAM PASSES BELOW THE CONTINUOUS DOUBLE TOP SYMBOL HEADER MAXIMUM JACK KING t� PLATES AND A THREADED ROD IS WITHIN 6" OF THE SUPPORT POST, * OPENING STUDS STUDS M H6 (2)2x6 4'-4" 1 1 W 2. 'POST FROM ABOVEWHEN NOT BEARING ON BEAM, INDICATES THAT rJi I--- w H8 (2)2x8 6'-4" 1 2 THE SAME SIZE AND SPECIES POST SHOWN ON THE 2ND FLOOR SHALL w ~o H10 (2)2x10 8'-4" 1 3 BE PLACED ON THE 1ST FLOOR ALIGNED w/ THE UPPER POST, Z z H12 (2}2x12 t0'-4" 2 3c1q PROVIDE SOLID BLOCKING WITHIN THE FLOOR SYSTEM, FASTEN UPPER LEVEL POST TO LOWER LEVEL POST QR TO LOWER LEVEL BEAM WITH a i __� I < H9.25 (2)9.25" LVL PER PLAN 2 3 (2)CS16 OR (2)MSTA30 STRAPS AND FASTEN TO FOUNDATION w/ V) __- o- H11.88 (2)11.88" LVL PER PLAN 2 3 HTT16 U.O.N. ON PLAN. o ALL HEADERS 0 H14 (2)14" LVL PER PLAN 3 3 7A ,�, ARE U.O.N. _ _ � � >- 3. FOR ATTACHMENT OF EXTERIOR WALLS THAT TERMINATE BETWEEN 82.1 Y Y K7* A H16 (2)16" LVL PER PLAN 3 3 TRUSSES, SEE ALT. A OF 4/S2.0. w w82.1 w 1. REFER TO 80.0 FOR MINIMUN EXTERIOR BEARING WALL SCHED. IN COMPLIANCE V) WITH INDEX ' + ( I I I WITH FBC-R TABLE R301.7 I 2 USE SPF#2 OR BETTER FOR ALL WALLS IN THESE PLANS. ( I I 80.0-TRUSS PLACEMENT I ( I I 3. DBL. TOP PLATES, SOLE PLATES AND HEADERS SHALL BE SYP#2 S1.0-FOUNDATION PLAN 4. ANY PLATES IN CONTACT w/ CONCRETE OR CMU SHALL BE P.T. SW-3 SW-3 5. MIN. OF SPF UTILITY GRADE FOR INT. NON-BRG. TOP PLATES. 81,1-1ST & 2ND FLOOR PLAR 6. USE JACK AND KING STUDS BASED OFF HEADER CALLOUT ON PLAN, S2.0-GENERAL SPECS. SHEATH FULL HEIGHT 7. SPACE STUDS AT 24" O.C. IN NON-LOAD BEARING WALLS. S2.1-STD. FRAMING DETAILS SHEATH FULL HEIGHT SECOND FLOOR FRAMING PLAN DOWN TO FLOOR FRAMING ALL WALLS SHA B FRAMED F HEIGHT DOWN TO FLOOR FRAMING Q LL E BALLOON FULL TO ROOF OR FLOOR BEFORE ROOF DECKING. SCALE: 3/16" = 1'-0" BEFORE ROOF DECKING. BEARING ELEVATION, U.N.O. ON PLAN EITHER DIRECTLY g. HEADER CALLOUT FOLLOWED BY 'F' DENOTES BEAM w/ '/2" CDX PLYWOOD 1. BEAMS & HEADERS SUPPORTING ROOF FRAMING ( FLITCH GLUED AND NAILED w/ (3)ROWS OF 12d COMMON WIRE NAILS 0 6" O.C. ` OR THAT SUPPORT AN UPPER LEVEL WALIL THAT SUPPORTS ROOF (STAGGER FROM EACH SIDE.) FRAMING) SHALL BE SUPPORTED BY (3)2x cPF#2 TO MATCH WALL DEPTH (U.O.N.). FASTEN BEAM TO POST WITH (2)HTS20. FASTEN KEYED PLAN NOTES (ONLY IF REFERENCED ON PLAN) POST TO FOOTING w/ HTT16. THESE SIMPISON FASTENERS MAY BE Do not scale dimensions from these OMITTED IF THE BEAM PASSES BELOW THE CONTINUOUS DOUBLE TOP 1. PROVIDE (2)FULL HT KINGS & (1)JACK STUDS EA. SIDE OF EACH OPENING. drawings.if a dimension is unclear �+ EACH JACK STUD TO SEGMENTED HEADER w/MSTA24. AT GROUND FLOOR (IF refer to the Architectural drawings or PLATES AND A THREADED ROD IS WITHIN 6 OF THE SUPPORT POST. THREADED ROD IS NOT POSSIBLE) FASTEN JACK'S TO BOTTOM PLATE w/SPH4/6 contact the E.O.R. & '/z"0 ANCHOR BOLT TO BE PLACED WITHIN 4'" OF JACK GROUP. AT ELEVATED 2. 'POST FROM ABOVE' WHEN NOT BEARING ON BEAM, INDICATES THAT FLOORS, FASTEN JACKS TO WALL FRAMING BELOW w/ (2)CS16, THE SAME SIZE AND SPECIES POST SHOWIN ON THE 2ND FLOOR SHALL 2. PROVIDE MIN. (2) JACK STUDS BETWEEN OPENINGS, FASTEN CONTINUOUS HEADER SUBDIVISION BE PLACED ON THE 1ST FLOOR ALIGNED ,w/ THE UPPER POST, STUDS w/ (2)MSTA24. AT GROUND FLOOR, FASTEN STUDS TO BOTTOM PLATE w/ PARADISE PRESERVE PROVIDE SOLID BLOCKING WITHIN THE FLOOR SYSTEM. FASTEN UPPER SPH4/6 & '/2"0 ANCHOR BOLT WITHIN 4" OF STUDS (OR LTT20B DIRECTLY). AT LEVEL POST TO LOWER LEVEL POST QR TO LOWER LEVEL BEAM WITH ELEVATED FLOORS, FASTEN STUDS TO WALL FRAMING BELOW w/ (2)CS16. LOT UNIT BLOCK STEN TO FOUNDATION w 23 (2 CS16 OR2MSTA30 STRAPS AND FA( ) � 3. PLACE GABLE END TRUSS TO THE INTERIOR FACE OF BALLOON FRAMED WALL _ HTT16 U.O.N. ON PLAN. AND FASTEN TRUSS TOP & BOTTOM CHORDS TO BALLOON FRAMED WALL STUDSU CMEFk"` L:d�7`A3AME w/ (2)12d COMMON WIRE NAILS AT EA. STUD. FASTEN GABLE END TRUSS w/ 34 ..J: yi 3. FOR ATTACHMENT OF EXTERIOR WALLS THAT TERMINATE BETWEEN SIMPSON H8 AT EACH END. CONVENTIONALLY STRAP WALL U.O.N. TRUSSES, SEE ALT. A OF 4/S2.0. 4. PROVIDE SPF#2 SOLID BLOCKING AT 24" O.C, BETWEEN THE GABLE END ATTIC DESIGN/DRAWN/CHECKED TRUSS AND THE FIRST INTERIOR TRUSS (TO MATCH TOP AND BOTTOM CHORD A08 JWM LAP DEPTHS). INSTALL AN INFILL 2x4 SPF#2 STUD WALL ALONG THE RAKE OF THE TOP DATE CHORD AND FASTEN THE INFILL WALL PLATES DIRECTLY TO THE BLOCKING ALONG BOTH THE TOP AND BOTTOM CHORDS w/ (3)12d COMMON WIRE NAILS AT EACH 08.22.06 INTERSECTION. SCALE 5. OVERFRAME GABLE PONY WALL OVER ROOF TRUSSES. PROVIDE 2x4 BLOCKING AS NOTED flEZWE.ER _RkSSSES 4 24" Q C. E ASTER flL4CKlRG EA. END *j%kMPSGR A34 CLIP. JOB "1D. ANCHOR WALL TO FRAMING PER SCHEDULE 7/S2.0, J-06-0522F 6. WALL SEAT FRAMING, PROVIDE (2)2x4 BLOCKS BETWEEN TRUSSES FASTENED EA, SHEET END w/ (2)A35 CLIPS TO SUPPORT WINDOW SEAT, 7. CONVENTIONALLY FRAMED HIPS AND RIDGES WHERE NOTED ON PLAN PROVIDE (2)2x4 SYP#2 KING POST FASTEN TOP AND BOT. w/ (2)HTS20. S. BOX BEAM BETWEEN UPPER AND LOWER OPENINGS, & Q6 TRANSOM DOOR & ■ UPPER WINDOW SEE 14S2.1. SHEET 3 OF cj WHERE ROD IS SPECIFIED ON ---DESIGN SPECIFICATIONS CONVENTIONALLY STRAP WHERE THREADED ROD TERMINATES PLAN ADJACENT TO GIRDER/BEAM / THREADED ROD -\DESIGN CODE: 2004 FLA. BUILDING CODE - RESIDENTIAL (FBC-R) OCCUPANCY: RESIDENTIAL GROUP R-3 (SINGLE AND MAX. ROD SPACING IS EXCEEDED AT UPPERMOST TOP PLATE LOCATE ROD WITHIN 6 OF POST. FROM ABOVE MULTI-FAMILY) w/ NUT AND WASHER. I DESIGN LOADS: ACTUAL AND UNIFORM ANCHORING SYSTEM: THE THREADED ROD / SHEATHING CONNECTION DEFLECTION CRITERIA: I ! I I I I I I I I ANCHORING SYSTEM SHALL CONSIST OF V200 AT PLATE 1 / WOOD BEAM ROOF FRAMING: LIVE LOAD L/240 TOTAL LOAD L/180 FLOOR FRAMING: LIVE LOAD L/360 & TOTAL LOAD L/240 � A307 THREADED RODS, ORIENTED VERTICALLY I I � / THREADED ROD OR HEADER I I I I I I I +POST AS I AND ATTACHED TO THE FOUNDATION AND TO � N � FROM ABOVE ROOF LOADING (cd=1.25) FLOOR LOADING (cd=1.00) I I THREADED ROD I I I I I I NOTED. I THE UPPERMOST PLATE. ABOVE TOP PLATE, TOP CHORD LIVE LOAD 20 psf TOP CHORD LIVE LOAD 40 psf TERMINATES AT3%/4" / r TOP CHORD DEAD LOAD(ARCH SHINGLES) 7 psf TOP CHORD DEAD LOAD 10 psf I INTERMEDIATE I I I I I I I PROVIDE A 3"x 3"x/4" THICK STEEL WASHER. TOP CHORD DEAD LOAD CONC. OR CLAY TILE 20 ps BOTTOM CHORD LIVE LOAD 0 psf I I LEVEL I I I I I I SOLID I THIS SYSTEM ELIMINATES THE CONVENTIONAL \ / STEEL COUPLER �)I ( ) �, r STRAPPING REQUIREMENTS OF WOOD FRAMED SECURE TO BEAM w/ `BOTTOM CHORD LIVE LOAD 10 psf BOTTOM CHORD DEAD LOAD 5 psf I I I I I I i I I BLOCKING) \� // THREADED ROD (OPTIONAL, LOCATE AS NEEDED) BOTTOM CHORD DEAD LOAD 5 psf I I I ( I I I I WITHIN I CONSTRUCTION. CUON) (2) ROWS OF 8d COMMON \ i SIMPSON HTT22 w/ FLOOR NAILS 0 6 O.C. TO TOP _ - MIN. (14)16d SINKER MIND LOADING - ASCE 7/02 - SEE SHEET SO.0 FOR LATERAL LOADS AND COMPONENTS & CLADDING. I I I I I FLOOR TRUSS ORI JOIST. I I (T�,p) I ROD INSTALLATION: AT ALL PLATE PLATE. (STAGGER NAILS NAILS TO BEAM. Lou Pon migo and FOR WIND UPLIFT, TRUSSES SHALL BE DESIGNED WITH A MIN. DEAD LOAD CONDITION OF 5 PSF TOP CHORD AND 5 - - .a-- -�I- - - - 1- -I- - - - -- - I- - I- - PENETRATIONS, PROVIDE A HOLE IN THE PLATE BETWEEN ROWS. Associates, Ince PSF BOTTOM CHORD. REACTIONS CALCULATED FOR THE BEARING POINTS OF ROOF TRUSSES SHALL BE REDUCED IN I I I I I I ( I 'A" LARGER THAN THE DIAMETER OF THE �� \�� REMBEDMENT ORODHEADERRAISED HEADER ACCORDANCE w/ FBC SECTION 1605.3.1.1. SPECIFICALLY, ATTIC FLOOR LIVE LOADS COMBINED WITH ROOF LIVE LOADS - - +-- -1- I- - - - �-- -}- - - -- - (-- - .+-}- I- -- THREADED ROD USED. WHILE SINGLE SHALL BE MULTIPLIED BY 0.75 WHEN COMBINED w/ DEAD LOAD. TRUSS ENGINEER SHALL BE RESPONSIBLE FOR ALL I I I I I I . ;T I I I I I I I CONTINUOUS RODS ARE PREFERRED, COUPLERS / 00 " ( ( I I I I AT OPENINGS > 4-2 ( I I ( RAISE WALL SHEATHING MONOLITHIC: 6 496 Osceola Avenue TRUSS-TO-TRUSS CALCULATIONS AND CONNECTIONS UNLESS A SPECIAL CONNECTOR DESIGN IS REQUIRED AND NOTED I I I " MAY BE USED. THE ROD SHALL BE INSTALLED / \ WALL: 12' ON TRUSS LAYOUT) I i I i I I I ATTACH TOP PLATE TO I I I I POST TO I APPROXIMATELY CENTERED IN HOLE AND PLUMB. /4» FROM OLEBOTTP PLOM ATE. / CMU & CF: 12" rii Jax. Beach, Florida 32250 HEADER, MATCH RODS MAY BE SLANTED FROM TRUE VERTICAL / G Ph.242-0908 Fax.241-9557 RADON COMPLIANCE: BUILDING CONTRACTOR SHALL DETERMINE IF THE SITE IS LOCATED IN AN AREA WHERE LOCAL I I I TYPICA I I HEADER WITH LSTA12032" I I I ABOVE I BY A MAXIMUM OF 2 INCHES IN 10 FEET. THE ORDINANCE REQUIRES COMPLIANCE WITH APPENDIX F, FBC-R 2004, "FLORIDA STANDARD FOR PASSIVE RADON RESISTANT I I I I I I I I BENT OVER w/ (5) 10d I I I I I NUT ABOVE THE UPPERMOST PLATE SHALL BE I CA#8344 NE,I RESIDENTIAL BUILDING CONSTRUCTION." IN SUCH CASES, THE SLAB-ON-GRADE SHALL BE CAST WITH A MINIMUM I I ( I ( I I I INTO TOP PLATE AND I I I I I SECURED OVER THE WASHER TO A SNUG-TIGHT STRENGTH OF 3000PSI AND SLAB CONTROL JOINTS SHALL BE SEALED AGAINST SOIL-GAS ENTRY. CONTRACTOR IS I I I I I I I 1 (5) 10d INTO HEADER. I i ( I I CONDITION PLUS ONE-HALF TURN OF A I I FLOOR FRAMING CONTACT US WITH YOUR COMMNM REjPONSIBLE FOR FULLY COMPLYING WITH THE STANDARD. I I I I I I I I I I I I I STANDARD WRENCH WITH AT LEAST 3 TRREADS SECURE TO BEAM w/ COMMENTS�LP-A.COM I 6 MAX. FROM I I I I I I I I 1 1 I I TO EXTEND ABOVE TIGHTENED NUT. \ / TSIMPSON HTT22 w/ MIN. I KING STU I I I I (APPROXIMATELY 25 FT.-LBS. OF TORQUE). A EADEO R / FOUNDATION (14)16d SINKER NAILS MATERIAL SPECIFICATIONS: "�HOR�Nc°p � � TO BEAM. CAST-IN-PLACE CONCRETE: SHALL HAVE A COMPRESSIVE STRENGTH OF 2500 PSI AT 28 DAYS FASTEN THREADED ROD i I SOLE PLATE ANCHORS FOUNDATION NOT SHOWN I EPDXY ANCHORING: ALL THREADED RODS SHALL 2x4 FRAMING: 2" MIN. \ `__ / / LUIS A } CONCRETE IN MASONRY UNITS: SHALL BE CONCRETE MASONRY UNIT IN ACCORDANCE WITH ASTM C 90 AND SHALL HAVE A PER DESIGN SPECS. PER SCHEDULE ON PLAN. MI DRILLED & EPDXY ANCHORED. PROVIDE A 2x6 FRAMING: 3" MIN. MINIMUM EDGE DISTANCE (MEASURED FROM DROPPED HEADER ' MINIMUM NET AREA COMPRESSIVE STRENGTH OF 1900 PSI WHEN USING TYPE M OR S MORTAR (ASTM C 270). IN CENTERLINE OF ROD TO EDGE OF SLAB) OF 2" SHEATHING SPECIFICATIONS '� 3E ACCORDANCE WITH ACI 530, THE 1900 PSI BLOCK IN COMBINATION WITH TYPE M OR S MORTAR PROVIDES A DESIGN IF SW-1 IS SPECIFIED EACH SIDE OF FOR 2x4 FRAMWNIG AND 3" IN 2x6 FRAMING. COMPRESSIVE STRENGTH (f'm) OF 1500 PSI. ROD ANCHORING SYSTEM OPENING, PROVIDE FULL SHEATHING PROVIDE 6" EMBEDMENT FOR MONOLITHIC 2 FULL HEIGHT ANCHOR SECTIONS 3 ROD TO BEAM CONNECTION GROUT: THE GROUT SHALL BE IN ACCORDANCE WITH ASTM C 476 AND SHALL HAVE A MAXIMUM COURSE AGGREGATE SIZE S2 0 IF CONVENTIONALLY STRAP, SEE DETAIL 7/S2.0 ABOVE WINDOWS, AND NAIL WITH 8d ® CONCRETE AND 112" EMBEDMENT FOR STEMWALL OF % PLACED AT AN 8" TO 11" SLUMP AND HAVE A MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF 2000 PSI AT 28 DAYS 3 O.C. EDGE AND FIELD. AND CMU AND ICF INSTALLATIONS. 52.0 52.0 ACCEPTABLE ALTERNATE WHEN TESTED IN ACCORDANCE WITH ASTM C 1019. REINFORCING STEEL: SHALL BE ASTM A615, GRADE 40. SYPTE 2x4 NAILER FASTENED .TO TRUSS SHEARWALLS MAY EITHER VALID ONLY WHEN FLOOR OR ROOF TRUSS. BOT. CHORD w/ (2) ROWS LOCI ® 3" O.C. BE RUNNING IN BOTH 6" SIGNATURE IS IN BLUE INK STRUCTURAL STEEL: SHALL BE ASTM A36. TRUSS. TRUSS. FASTENED TD SHEATHING I I DIRECTIONS OR ONLY ONE MAX AND RAISED SEAL ATTACH SW SHEATHING TO ADJACENT A A DIRECTION. WELDED WIRE FABRIC (WWF): SHALL BE ASTMI A185. 2x4 SYP#2 CATS AT 12" TRUSS. BLOCK ALL PANEL EDGES. WITH 10d 0 3 O.C. O.C. FASTENED TO TOP 11,/ » NAILING TO MATCH SHEARWALL. FOR V-1111 �-Q ANCHOR BOLTS AND THREADED RODS: SHALL BE IN ACCORDANCE WITH ASTM A 307 OR ASTM F 1554 GRADE 36. PLATE w/ (4)12d COMMON. MAX. BOTH ALTERNATE B AND C. ITV - III e REVISIONS BY FASTEN CORNER POST , x WASHERS: SHALL BE IN ACCORDANCE WITH ASTM A500 (GRADE 8). SHEATHING FASTENED - TOGETHER w/12d COMMON c° 16" MAX. ---------- ---------- ---------- " NUTS: SHALL BE IN ACCORDANCE WITH ASTM A 563 GRADE A HEX. FASTEN CATS EACH END w 2x SYP#2 CONT. ATTACH Tr0 TOP PLATE w/ I I III III 0 6 O.C. (STAGGERED). / TO TOP PLATE AND TRUSS 110d 0 3 O.C. i (3) 12d COMMON TOE NAILS w/ 10d 0 3" O.C. EDGE OF ANCHORING ADHESIVE. SHALL BE ONE OF THE FOLLOWING PRODUCTS (DUAL CARTRIDGE INSTALLATION ONLY): ( I SIMPSON STRONG-TIE CO., PRODUCT: EPDXY-TIE SET OR APPROVED EQUAL. 2x MAY OVERHANG TOP PLATE. SHEARWALL SIMPSON STRONG-TIE CO., PRODUCT. ACRYLIC-TIE SET OR APPROVED EQUAL. SHEARWALL LL SHEARWALL I I C r �" CORNER EXTERIOR WALL I I METAL CONNECTORS: ALL METAL CONNECTORS WHICH ARE EXPOSED TO EXTERIOR SHALL BE GALVANIZED, Z-MAX OR SS. ALTERNATE A ALTERNATE B ALTERNATE C I I OFOT* HIS REQUIRINGDETAIL IS ONLY RO CORNERS CONSTRUCTIONSPECIFICATIONS: " " sw-�. SW-2. SW-3 �w-� AND SW-3 SW-2 /,R CSB DIAPHRAGM ROOF FLOOR DECK 1Od 04 O.C. THREADED ROD CONVENTIONAL CONVENTIONAL SW ROOF ASSEMBLIES: ROOF ASSEMBLIES SHALL BE IN ACCORDANCE WITH FBC-R CHAPTER 9. FASTEN TO NAILER w/ TRUSS. (1) ROW 10d 0 3" O.C. /; �i r%�� „ IAA - FULL HT ANCHORS - TOP PLATE TO WALL STUDS t�- TOP PLATE TO ROOF TRUSSES FOOTING AND FOUNDATIONS: SOIL BEARING (DESIGN MAXIMUM): 2500 PSF. IF THE FOOTING ELEVATIONS SHOWN OCCUR IN A FASTEN TO TOP PLATE w/ >" / - / SHEARWALL NOTES: s 1 » „ i " SW-1: (1) /• OR (2) /2 0 ROD LSTA12 STA12 16 OSB � ANY ALTERNATE MAY BE USED AT ANY SW, » DISTURBED OR UNSTABLE SOIL, THE ENGINEER SHALL BE NOTIFIED. UNLESS OTHERWISE NOTED ON DRAWINGS, MINIMUM (2) ROWS OF 10d 0 3 O.C. r BLOCKING ,/ EXCEPT AT ALTERNATE AT SW-2, USE ALTERNATE D. SW-2: (2) 5/&"0 ROD CONCRETE COVER FOR REINFORCING SHALL BE 3" IN FOOTINGS AND MESH SHALL BE CENTERED IN SLAB ON GRADE. IN ALL ;. PANNEL FLOOR 1 » OB UPPER TO LOWER END STUDS © UPPER TO LOWER END POST MULTIPLE STUDS AT •• CONTINUOUS FOOTINGS PROVIDE #3 O 48" O.C. OR ROD CHAIRS. PROVIDE CONTINUITY OF REINFORCING AT INTERSECTIONS OF � FRAMING SW-3: (1) /2 0 ROD SW-1: (3) CS16 STRAPS HHDQ11 w/ 1"0 THREADED ROD 6" 8 SYP#2 2x4 NAILER FASTENED 2x4 SPF 2. AT EXTERIOR WALLS THAT TERMINATE BETWEEN END OF SHEARWALL, MAX • PERPENDICULAR CONCRETE ELEMENTS BY INSTALLING CORNER BARS, MINIMUM OF 40 BAR DIAMETERS INTO EACH ELEMENT. TO TRUSS BOT. CHORD w ALL AROUND ROOF TRUSSES USE ALTERNATE A. SW-3: (2) CS16 STRAPS SEE SHEARWALL / @)- FOUNDATION ANCHOR SPECIFICATIONS. 2 ROWS 10d 0 3" O.C. REINFORCED CONCRETE: DESIGN PER ACI 318 LATEST EDITION, f'c = 2500 PSI. ALL REQUIRES COMPRESSIVE STRENGTHS ( ) INTERIOR 3. SEE 19/S2.1 WHEN SW IS SPECIFICALLY CC - END STUDS TO FOUNDATION HHDQ11 STRAIGHT SW-1: HTT22 OR PHD6 (UNLESS OTHERWISE NOTED ON PLAN) SHEARWALL. PERPENDICULAR TO ROOF TRUE. SW-2 SW-3: HTT16 OR PHD2 MASONRY: ALL CONCRETE MASONRY UNITS SHALL BE COMPOSED OF ASTM C90E, E GRADE N-1 HOLLOW CONCRETE \_(5) 16d NAILS MASONRY UNITS WITH TYPE 'S' MORTAR. WALL COURSING SHALL BE RUNNING BONDS, STACK BOND SHALL NOT BE USED. ALTERNATE D ALTERNATE E (TYPICAL) GROUT ALL CELLS CONTAINING VERTICAL REINFORCEMENT WITH 3000 PSI PEA ROCK CONCRETE GROUT. SPLICES IN SHEARWALL DOUBLE REINFORCING, WHERE PERMITTED, SHALL BE 48 BAR DIAMETERS ALL CELLS BELOW FINISHED SHALL BE GROUTED SOLID. ALL 4 SHEAR WALL ATTACHMENT AT ROOF & FLOOR • 5TYPICALROD INSTALLATION CTI EXTERIOR WALLS SHALL BE REINFORCED FULL HEIGHT WITH - 4 O 4'-0" O.C. MAX. AND AT EACH CORNER, WALL END, AND SHEARWALL ELEVATION wHEN e WALL INTERSECTIONS. PROVIDE CONTINUITY OF REINFORCING AT INTERSECTIONS OF PERPENDICULAR MASONRY ELEMENTS BY INSTALLING CORNER BARS, MINIMUM OF 40 BAR DIAMETERS INTO EACH ELEMENT. AT STEMWALL CONSTRUCTED OF 5 OR 52.0 52.0 PROVIDE SOLID BLOCKING WITHIN FLOOR SYSTEM AT SW END POSTS. OTED 52.0 MORE COURSES, PROVIDE HORIZONTAL JOINT REINFORCEMENT AT 16" O.C. VERTICALLY, (EVERY OTHER COURSE), AND VERTICAL REINF. SHALL BE INCREASED AS NOTED ON 1/S1.0. UNLESS NOTED OTHERWISE. LAP JOINT REINFORCING SHALL BE A MINIMUM OF 6". IF THE FOOTING ELEVATIONS SHOWN OCCUR IN A DISTURBED OR UNSTABLE SOIL, THE ENGINEER SHOULD BE NOTIFIED. �• E>�O>SURE (2)SIMPSON MSTA24 MULTI-STORY ONE-STORY CONNECTOR SPACING •B' SPACING SPACING AS A STUD-TO-PLATE THREADED ROD F TYPICAL I#OH UPLIfT ALTERNATE DETAIL �IEDULE WOOD: ALL WOOD MEMBERS EXPOSED TO WEATHER OR IN CONTACT WITH MASONRY, CONCRETE OR SOIL SHALL BE CONNECTOR F A LSTA12 32" O.C. 16" O.C. 16" O.C. CONN. w/ (12)10d NAILS ANCHORING SYSTEM PRESSURE-TREATED. WOOD FRAMING SHALL BE IN ACCORDANCE WITH FBC-R, UNLESS OTHERWISE NOTED HEREIN. PT 2nd LVL KING STUDS B CS16 32" O.C. 32" O.C. 16" O.C. DETAIL SIMPSON FASTENERS TO CONN. UPLIFT THREADED " 1 CONNECTOR TRUSS/LVL HEIGHT CAPACITY ROD SIZE STEPSON PHOS w/ (14) SDS/4"x3". /2 PLYWOOD Q LUMBER INDICATED IN SECTIONS PRESERVED WITH SODIUM BORATE (OOT-DISOOIUM OCTABORATE TETRA HYDRATE). IF TO 1st LVL FRAMING. C SSP 32" O.C. 32" O.C. ,6" O.C. SA PHD5 14-SDS '/4x3* 11'/2" 4685 '/a"e WHEN DOUBLE IS SPECIFIED ON PLAN SPACER BETWEEN HOWEVER, ACID OR NON-DOT BORATE PRESERVATIVE TREATMENT IS USED, ALL ATTACHED FASTENERS SHALL BE HOT DIPPED MSTA24 TO 6'-0" WIDE TO 4'-0" WIDE TO 2'-8" WIDE TOP PLATE w " MEMBERS. GALVANIZED, IF ACZA PRESERVATIVE IS USED, ALL ATTACHED FASTENERS SHALL BE STAINLESS STEEL. D 8B HTT16 18-16d 16 3480 5/a 0 MINIMUM 2-PLY USE 1 /2 SDS SCREWS INSTEAD. (2)MSTA24 TO 12'-0" WIDE TO 9'-0" WIDE TO 6'-0" WIDE l Ay. OR TRUSS Q GENERAL EPDXY EMBEDMENT: SEE ANCHORING SYSTEM BELOW FOR ADDITIONAL INFORMATION EMBEDMENT OF RODS OR LTT20B TO 6'-0" WIDE TO 4'-0" WIDE TO 2'-8" WIDE 8C HTT22 32-16d SINKERS 22" 5250 a/a"0 ( ) CONNECTOR A E 8D HD08 20-SDS '/x3 14" 8325 7/8`0 REBAR DOWELS SHALL BE 12 BAR DIAMETER MINIMUM (UONj, HOLES SHALL BE '/4" LARGER THAN REBAR SIX AND '/a" 2nd L✓L WALL STUDS TO HTT16 TO 12'-0" WIDE TO 9'-0" WIDE TO 6'-0" WIDE ' /8 FOR HTT22 CONNECTION, NOTCH 0 I " " " 8E HHDQ11 24-SDS '/4x2'/z" 183/4" 11445 1"e DBL. TOP PLATE AS REQ'D FOR LARGER THAN THREADED ROD SIZE. 1st LVL WALL STUDS OR PROVIDE F CS16 TO 6-0 WIDE TO 4-0 WIDE TO 2'-8 WIDE SF HHDQ14 30-SDS '/4x2'/2" 21'/2" 14700 1"� ALL NAILING TO ENGAGE HEADER. PLAN VIEW FRAMING CONNECTOR SOLID (2)CS16 TO 12'-0" WIDE TO 9'-0" WIDE TO 6'-0" WIDE SHEATHING SPECIFICATIONS: BLOCKING STEPSON MSTC66 SHINGLE ROOF - 14/32" APA RATED SHEATHING, NAILED w/ 8d COMMON NAILS 0 6" O.C. EDGE & 6" O.C. FIELD (AT BETWEEN ROOF TRUSS w/ UPLIFT CONNECTOR ON TOP OF TRUSS MINIMUM 2-PLY 2 ROWS Q GABLE ENDS DECREASE EDGE NAIL SPACING TO 4" O.C. WITHIN 4'-0" OF ROOF EDGE). (5) 1O TO FLOORS. (2)51�APS()IV MSTA24 w/ (4) CONNECTOR, PER AND DOWN OUTSIDE ;; LVL OR TRUSS OF 12d AT TOP PLATE 1 " s MINIMUM 2-PLY TABLE ABOVE. FACE OF POST. " �r /4 x2/4 TITEN SCREWS TO LVL OR TRUSS S •• 2 O.C. VERT. TILE ROOF - 19/32" APA RATED SHEATHING, NAILED w/ 8d COMMON NAILS O 6" O.C. EDGE & 6" O.C. FIELD (AT GABLE " /a 0 ROD EA. END ENDS DECREASE EDGE NAIL SPACING TO 4" O.C. WITHIN 4'-0" OF ROOF EDGE). (5) 1O TO FOOTING AND (9) 1Odx1/2 DBL. TOP PLATE 11 ; HEADER STUD CONNECTOR A NAILS TO STUD. OF HEADER. PROVIDE10 .. » DOUBLE TOP PLATE TO (2) RODS IF Q�j� 3" I° WALL - 14/32 APA RATED SHEATHING, NAILED w/ 8d COMMON WIRE 0 6 O.C. EDGE AND 6 O.C. FIELD. PROVIDE 2x4 WALL STUD. ATTACH 1 HTS20 V IS SPECIFIED ON PLAN. • • 6•• BLOCKING AT ALL JOINTS. AT WALLS WITH STUCCO FINISH, PANELS SHALL BE ORIENTED LOG DIRECTION PERPENDICULAR TO HEADER, SEE PLAN. ( ) • WALL STUDS. FROM TRUSS/LVL TO (2) STEPSON HTS20 PROVIDE (1)MSTA24 " STEPSON H8J STEPSON LTT20B ( ) w/ /2 0 x6 Ig POST/BEAM TO POST. THREADED ROD, TRIM OVERHANG (AVOID NAILING FASTENED EA. JACK FLOOR - 23/32" APA RATED STURD-I-FLOOR SHEATHING, GLUE AND NAIL WITH 10d COMMON 0 6" O.C. EDGE & FIELD T AT 16 O.C. ALTERNATE EPDXY ROD. PER SCHEDULE FOR PLACEMENT FROM OPP. SIDE) STUD TO HEADER. LSA 2 BUILT-UP POST „ " TAI CONNECTOR D CONNECTION 1/2" ROD ABOVE. OF STRAPS TOP PLATE PORCH - /Z GYPSUM (WATER PROOF) GREEN BOARD, w/ 5d COOLER NAILS 0 6 O.C. EDGE AND FIELD HEADER TO JACK STUD S/s"0 ROD EA. WHEN IS SPECIFIED ON PLAN -1/4" (OR GREATER) CDX PLYWOOD, w/ 6d COMMON NAILS 0 6" O.C. EDGE AND FIELD AT OPENINGS LESS THAN 4 a d BUILT-UP POST, SIDE OF TRUSS pROVIDE�THIS CONNECTOR ASSEMBLY S/ "0 ROD -'/lg" OSB, w/ 8d COMMON WIRE NAILS ® 6" O.C. EDGE AND FIELD. CONNECTOR E PROVIDE DSP AND ANCHOR � .. SEE PLAN FOR ATTACHMENT ' e AT FOUNDATION ON BOTH SIDES OF LVL/TRUSS. 6 KING STUD TO FOUNDATION. ROUGH OPENING SEE ARCH. BOLT OR ROD ANCHOR WITHIN �. HAR IPANSHEATHING: WHERE HARDIPANEL SHOWN USE 5/16" HARDIPANEL SHEATHING FASTENED WITH 6d COMMON NAILS " 6", UNLESS SHEARWALL ANCHOR LOW HEEL HEADER CONNECTION I N Q D EL6 IS PRESENT. CONVENTIONALLY STRAPPED TYPICAL CONNECTION TRUSS CONNECTION OR 11go. 1'/2"Ig GALV. ROOFING NAILS 0 6" O.C. EDGES & FIELD. IF SW-1 IS SHOWN. PROVIDE WOOD PANEL SHEATHING AS ROD ALTERNATE DETAILS 8A,8B,8C,8D,8E,8F DETAIL 8H DETAIL 8J INDICATED ABOVE BENEATH HARDIPANEL APPLICATION AND PROVIDE HORIZONTAL BLOCKING AT 48" MAXI I Ila DETAIL 8G T TRU SHOP DRAWINGS FOR TRUSS PROFILES. PROVIDE ROOF AND CEILING FRAMING: REFER 0 SS S 0 ES. RO DE SOLID BLOCKING AT SEE 13/52.1 FOR SHEATHING JOINTS IN THE FIRST TWO RAFTER OR TRUSS SPACES FROM GABLE END. ROOF SHEATHING SHALL BE ATTACHED CONNECTOR C SILL ATTACHMENT. TO BLOCKING WITH PANEL-END NAILING REQUIREMENTS. ALL CONVENTIONAL FRAMING SHALL BE SYP#2. 1st LVL WALL STUD 7 CONVENTIONAL STRAPPING SCHEDULE ,, 8 HIGH UPLIFT TRUSS OR BEAM CONNECTIONS TO SILL PLATE 52.0 CURVED WAILS. SHALL BE CONSTRUCTED OF STUDS AT 12" O.C. SHEATHED WITH 3/s" CDX PLYWOOD INSTALLED WITH THE 0 S2.0 STRONG AXIS VERTICALLY ON BOTH THE INTERIOR AND EXTERIOR SURFACES OF THE WALL. FASTENING SHALL BE WITH 8d COMMON WIRE NAILS 0 6" O.C. EDGE AND FIELD. HEADERS SHALL BE CURVED PLYWOOD BEAM MINIMUM OF 24" DEEP GLUED GREATER THAN 3'-6" AND NAILED PER SHEATHING SPECIFICATIONS. LSTA12 0 32 O.C. NO PA51 REQUIRED. STEPSON MSTA24 FLAT MEANS AND METHODS: THE STRUCTURAL ENGINEER SHALL NOT HAVE CONTROL QR BE RESPONSIBLE FOR CONSTRUCTION (2)SIMPSON MSTA24 S 0 16" O.C. STRAP AT EA. SUPPORT LSTA12 32" O.C. JACKS STUD. (TYP) DBL. TOP PLATE. MEANS, METHODS, TECHNIQUES, PROCEDURES, OR SEQUENCES; FOR THE ACTS OR OMISSIONS OF THE CONTRACTOR OR ANY STRAPS FROM GARAGE SSP 0 24" O.C. OTHER PERSONS PERFORMING THE WORK OR FOR THE FAILURE FOR ANY OF THEM TO CONSTRUCT THE WORK IN CONVENTIONAL ROOF DOOR HEADER TO ACCORDANCE WITH THE CONTRACT DOCUMENTS. JACK STUDS. 1/2"0 ROD, UNLESS FRAMING, PER TABLE .. LIMITS OF STRUCTURAL ENGINEERING DESIGN RESPONSIBIUME� THE ITEMS SPECIFICALLY DESIGNED BY THE STRUCTURAL CEILING JOISTS PER TABLE AT RIGHT. CONVENTIONAL ROOF FRAMING SCHEDULE /2 0 ROD, UNLESS -SHEARWALL SPEC. SHEARWALL SPEC. TYPICAL GARAGE REQUIRES GREATER. ENGINEER ARE LIMITED TO THE FOLLOWING: CONTINUOUS LOAD PATH FOR WIND UPLIFT, WOOD PANEL SHEARWALLS, WALL BELOW w/ (8) 12d COMMON GARAGE HEADER. UPLIFT CONNECTOR AND ASPHALT SHINGLE CONCRETE TILE REQUIRES GREATER. HEADERL)ACK FRAMING AND REQUIRED SHEATHING AND HEADERS DIRECTLY SUPPORTING ROOF FRAMING. ITEMS NOT DESIGNED WIRE NAILS EA. END INTO ROOF RAFTER UPWFT CONNECTOR A PRE-ENGINEERED WOOD FLOOR AND ROOF TRUSSES, FLOOR FRAMING NOT SPECIFICALLY ADDRESSED, TRUSS-TO-TRUSS (2) 12d TOENAILS EACH SYP #2) MAXIMUM SPAN MAXIMUM SPAN CONNECTION THICKENED SLAB GARAGE HEADER. RAFTERS. (TYPICAL) SIDE OF RAFTER. ( 024 O.C. 016" O.C. 024" O.C. 016" O.C. DBL. TOP PLATE PRE-ENG TRUSS AT GARAGE. CONNECTION, AND ANY ARCHITECTURAL, MECHANICAL OR ELECTRICAL SYSTEM. 2 x 6 9'-6" 11'-6" 8'-6" 9'-9" (1) H3 Qg 4-12d TOE NAIL (1) A35 QR 4-12d TOE NAIL � ■ BRICK LINTEL SCHEDULE AND FASTENING SCHEDULE FOR WOOD MEMBERS 2 x 8 13'-0" 15'-0" 11'-6" 13'-0" (2) H3 DR 8-12d TOE NAIL (2) A35 OR 8-12d TOE NAIL ADD STEPSON PA51 STRAP WHEN (1)S/8- ROD LL STEPSON PA51 STRAP W MISC. BRICK SPECIFICATIONS (U.O.N. ON PLAN) 2 x 10 16'-6" 19'-0" 13'-9" 17'-0" (1) MTS12 (2) A35 GARAGE WING WALL < 3'-6" CENTER OF WALL " EMBEDDED IN CONC. FILLED SEGMENT CEILING JOIST 2 x 12 19'-00 23'-0' 16'-3" 19-9 (2) MTS12! (2) A35 STEM WALL. FASTEN TO KINGS LINTEL MIN. MAX.DIMENSION BRG. SPAN MEMBERS CONNECTION CONNECTION FRAMING SCHEDULE NOTE: (3)2x STUD CORNER w / (18) 16d NAILS. TYPE MAXIMUM SPAN 33/4" TO 5/4 TYPICAL GARAGE WING-WALL > 3'-6" L3V:x3'/z x'/4 4 IN, 6 FT, JOIST TO SILL Q$ GIRDER TOE NAIL 2-16d JOIST 1. USE THIS SCHEDULE FOR ALL ROOFS NOT FRAMED BY PRE-ENIGINEERED WOOD ROOF P.T. SOLE PLATE L4x3'/2"x'/4 6 IN. 8 FT. BRIDGING TO JOIST TOE NAIL 2-8d E.E. (SYP #2) 024" O.C. 016" O.C. TRUSSES. 2 x 6 tt'-9" 12'-9" ALTERNATE RETROFIT FOR PA51 STRAPS STEPSON PA51 STRAP L5x3'/2"x'/4 6 IN. 10 FT. SOLE PLATE TO JOIST/BLOCKING FACE NAIL 16d0 16" O.C. " 2. AT CONVENTIONAL FRAMING LOCATED OVER OTHER ROOF FRAMING, SEE LEDGER BOARD (2) MSTAM24 FLAT STRAPS EACH SIDE EMBEDDED IN GARAGE 2 x 8 15'-0* 17'-0" DETAIL 5/S2.1 FOR ATTACHMENT OF OVERFRAMED RAFTERS TO MAIN RAFTERS. OF STEMWALL TO JACK STUDS. FASTEN THICKENED SLABEDGE. • L6x3V2"x'/4 6 IN. 12 FT. TOP OR SOLE PLATE TO STUD FACE NAIL 2-16d 2 x 10 19'-0" 21'-6" TO STEMWALL w/ (5) 3/16" TITAN FASTEN TO KINGS w/ THICKENED SLAB THICKENED SLAB L7x3'/2"x'/4 6 IN. 16 FT. STUD TO SOLE PLATE TOE NAIL 3-16d 3. WHEN USING TWO H3 CLIPS ON 11/2" WIDE LUMBER, PLACE CLIPS DIAGONALLY ACROSS MASONRY SCREWS AND TO STUDS w EDGE 0 GARAGE EDGE 0 GARAGE 2 x 12 23-3" 26-3" DBL. TOP PLATE FROM EA. OTHER. " / (18} i6d NAILS. 1. STEEL LINTELS TO BE MIN. 36" LINTEL MUST HAVE DOUBLE STUDS FACE NAIL 16dO 12" O.C. ATTIC DESIGN CRITERIA: 16 MIN. EMBED. (9) 10d COMMON WIRE NAILS. OPENING. OPENING. CORROSION RESISTANT COATING OF EPDXY BASED PAINT. TOP PLATE, LAPS/INTERSECTION FACE NAIL 2-16d 10 PSF OL, 15 PSF LL � OF PA51 IN CONC. L " THICKENED SLAB WHEN USE DETAIL ONLY IF 4. WHEN USING TWO A35 CLIPS ON 1 /2 WIDE LUMBER, STAGGER CLIPS VERTICALLY TO FILLED STEMWALL. THICKENED SLAB '/2 0 ROD, UNLESS NOTES SPECIFIED ON PLAN 16do 16 O.C. PROVIDE SOLID BRIDGING AT AVOID NAILING INTERFERENCE. RAFTERS SHALL BE STRAPPED TO 'NEAREST MAIN ROOF AT GARAGE. ALTERNATE RETROFIT FOR PA51 STRAPS 2. LINTEL MORE THAN 8'. SHOULD BE LATERALLY CONT, HEADER, TWO PIECES FACE NAIL eo. EDGE MAXIMUM SPACING OF 8" O.C. RAFTER. AT GARAGE. SHEARWALL SPEC. (2) MSTAM24 FLAT STRAPS EACH SIDE OF STEMWALL TO JACK STUDS. SUPPORTED NOT TO EXCEED 6 FT. O.C. w/1-/4x3 WD. CEILING JOIST TO PLATE TOE NAIL 2-16d AND AT JOIST BEARING ENDS REQUIRES GREATER. GARAGE WING-WALL < 3'-6" ALT. A FASTEN TO STEMWALL w/ (5) 3/16" TITAN MASONRY SCREWS AND ._... SCREWS INTO HEADER PROVIDE A 1/2" VERT. SLOTTED CONT. HEADER TO STUD TOE NAIL 3-16d NOT NAILED TO ROOF RAFTERS • TO STUDS w/ (9) 10d COMMON WIRE NAILS. Ir "' I "� ..�V t..F HOLE FOR SCREW. CEILING JOIST TO ROOF RAFTER FACE NAIL 8-12d DATE 3. BRICK VENEER SIDING: HORIZONTAL TIES 0 24" O.C., RAFTER PLATE TOE NAIL 4-16d WHEN 9 CONVENTIONAL ROOF SECTION & SCHEDULE 17GARAGE WING WALL ELEVATION GARAGE CENTER WALL ELEV. 08.08.06 VERT, TIES 0 16" O.C.. PROVIDE 3/16"0 WEEP HOLES BUILT-UP CORNER STUDS FACE NAIL 16dO 12" O.C. OTE D S2.0 52.0 STEMWALL SHOWN, MONOLITHIC SLAB FOOTING SIMILAR. GARAGE WING-WALL < N-6" ALT, B S2 0 STEMWALL SHOWN, MONOLITHIC SLAB FOOTING SIMILAR. DESIGN/DRAWN O 33" O.C. IMMEDIATELY ABOVE FLASHING. DOUBLE TOP PLATE FACE NAIL " .131 x LAP/MRG 12 CONNECTOR FASTENERS CODE CONNECTOR FASTENERS CODE CONNECTOR FASTENERS CODE CONNECTOR FASTENERS CODE CONNECTOR FASTENERS CODE CONNECTOR FASTENERS CODE CONNECTOR FASTENERS CODE CONNECTOR FASTENERS CODE CONNECTOR FASTENERS CODE CONNECTOR FASTENERS COME CHECKED • A35 12-8dx1'/z" FL474.4 HTS20 24-10dx1'/2" EA. END FL538.9 MSTC40 26-16d EA. END FL1901.64 14-SDS'/4x3" TO TRUSS/BEAM 20-SDS'/,x3" TO TRUSS/BEAM 36-16d TO BRG. MEMBER 2-°/4"M BOLTS TO BEAM 10-16d TO STUD/BEAM/POST 6-10d TO STUD 4-10d TO STUD LAP 52.0 PHD5 FL503.26 HDQ8 FL1453.25 NWS282 FL474.139 CC44 FL5805.4 LTT20B FL474.264 SP2 FL474.385 SSP FL1423.21 PRODUCT LTP4 12-8dx11/2" FL474.258 MSTA24 9-10d EA. END FL1901.57 MSTC66 38-16d EA. END FL1901.67 1 /a"d ROD TO FTG. 1 /s"a ROD TO FTG, 12-16d TO BRG. MEMBER 2-% BOLTS TO POST 1-'/z"0 ROD TO FTG. 6-10d TO TO TOP PLATE 1-10d TO TO TOP PLATE SHEET APP OVAL H2.5A 5-8d EA. END FL503.5 MSTA36 13-10d EA. END FL1901.59 22-10d TO TRUSS 18-16d TO TRUSS/BEAM 6-10d TO HEADER 14-16d TO HEADER 4-%"e BOLTS TO BEAM AT SIMPSON ACRYLIC TIE FL2304.1 SP4 6-10dx1.5' TO STUD FL474.386 4-10d TO STUD MGT FL1423.15 HTT16 FL503.20 LUS28 FL474.284 HU410 FL5808.84 CC66 FL5805.10 DSP 14 .1 H3 4-8d EA. END FL474.116 9-10d EA. END 1-'/="0 ROD TO FTG. 1-'/2"0 ROD TO FTG. 4-10d TO JOIST 6-16d TO JOIST 2-%"0 BOLTS TO POST CS20 9-8d TO MEMBER EA. END FL1901.6 SPH4 10-10dx1.5" TO STUD FL538.34 1-10d TO TO TOP PLATE CON N ECTO - - " MSTAM24 FL1901.61 , " s " / ( ) H8 5-10dxt.5 EA. END FL1423.7 5-1/4%2-1/4 TITENS 24-SDS/4x3 TO TRUSS/BEAM 32-16d TO TRUSS/BEAM 14-16d TO HEADER ABU44 /a 0 ROD w 12-16d (1474.21 PA51 9-16d EMBED ANCHOR FL474.335 6-10d TO STUD SPH6 10-10dx1.5 TO STUD FL538.35 � FASTENERS ' HHD011 " FL1901.4 HTT22 5 " FL503.21 HUS26 FL474,192 j/a" SP1 F'L474.384 MTS12 7-10dx1/2w EA. END FL474.325 MSTC28 18-16d EA. END FL1901.63 1-1 0 ROD TO FTG. 1-/a 0 ROD TO FTG. 6-16d TO JOIST ABU66 0 ROD w/ 12-16d FL1725.1 SET SIMPSON EPDXY-TIE FL402.3 4-10d TO TO TOP PLATE LSTA12 10-10d FL1901.30 ill _ ROOF SHEATHING a (4) 16d EA. SIDE PRE-ENGINEERED WOOD FASTEN ROOF TRUSS AT EDGE OF HIGH SIDE OF WALL WITH ROOF TRUSSES. WALL STUDS WALL STUDS 8d COMMON NAILS � UPLIFT CONN. LONG ENOUGH 2x SYP.#2 DBL. TOP PLATE. AT 16" O.C. AT 16" O.C. AT 3" O.C.(TYP) 2x12 SYP 2 LEDGER, FASTEN TO UPLIFT CONNECTOR TO ENGAGE STUDS, FASTEN TOGETHER w/ (2) ROWS # 2x SPF BLOCKING SHEATHING MAY 6" MAX. 6" MAX. OF .131x3" ® 12" O.C. STAGGERED 4'-0" MIN. ROOF SHEATHING ROOF FRAMING BELOW w/ (4)12d RIPPED TO FIT TERMINATE AT IL A EACH AFTER. WITH GAP SHOWN TOP OF DBL. TOP \<: ���\ OVERFRAME RAFTERS, SEE PLAN. DRYWALL CEILING AND PLATE. INSTALL ADDITIONAL AT PART. ENCLOSED BUILDINGS, BOTTOM HEEL < 1�-O" '/2" THREADED ROD ROOF TRUSS ROOF TRUSS CHORD BRACING PER SYP#2 LEDGER ATTACH DBL. SYP#2 LEDGER C1 SIMPSON H2.5 w/ (10)8d COMMON TO EACH STUD, PER ATTACH TO EACH STUD, NAILS FROM RAFTER TO LEDGER TRU�.S ENGINEERING. ----- --------- - ----- UPPER PLATE BREAK SCHEDULE BELOW PER SCHEDULE BELOW. AND LEDGER TO ROOF MEMBER. Lou Pon ao and CONV"L:NTIONAL STRAPING SEE LEFT 2x4 SPF#2 QR FOR INFO. A-SINGLE LEDGER B-DOUBLE LEDGER BLOCKING Associates, Inc. THREADED ROD SYSTEM NOT SHOWN '/2"0 THREADED ROD ANCHOR BOLT VERTICAL VERTICAL PRODIALT. D BOTH H2.5 ABOVE w/ 1'/I" PLATE WASHER OR FULL REACTION LEDGER SIZE & NAILING REACTION LEDGER SIZE & NAILING BETWEEN E MTS12 FR MING DIRECTLY ROOF MEMBER. BETWEEN OVER-FRAMING RAFTER 496 Osceola Avenue HEIGHT THREADED ROD ANCHOR 0-775 2x6 w/(5) 0.131x3" 1850-2345 2x8 w/ (6) '/4"0x6" SDS SCREWS AND ROOF MEMBER. Jax. Beach, Florida 32250 TYPICAL CONNECTION FASTEN AT NON-SHEARWALL. E INSIDE 11 776-1250 2x8 w/(8) 0.131x3" 2346-3125 2x12 w " FACE OF SHEARWALL OR BEND IF HIGH SIDE OF WALL IS INDICATED 1251-1540 2x10 wA10) 0.131x3" / (8) /4 0x6 SOS SCREWS Ph.242-0908 Fax.241-9557 EXTEND SHEATHING VERT. AROUND ENDS AT NON-SHEARWALL. AS A SHEARWALL, INSTALL DBL. 2x PT SYP#2 » 1540-1850 2x12 w/(12) 0.131x3" BLOCKING IN FIRST (2) STUDS SPACES 1 -0 6 CA#8344 TO TOP OF TRUSS AS SHOWN. SILL PLATE PROVIDE SOLID SPF#2 BLOCKING AT PANEL JOINTS ADJACENT MAX. MIN. BUTT JOINT LEDGER A NOTES: WHERE A LEDGER IS INDICATED TO TIE IN OF OVERFRAME RAFTERS TO TRUSS FRAMING. CONTACT US AT: PROVIDE 2x4 BLOCKING ON PLAN AND NO TRUSSES BEAR AT THAT LOCATION, COMMENTSQLP•A.COM j AT HORIZONTAL JOINTS. THE LEDGER IS BEING USED TO ATTACH THE ADJACENT HEEL > 1'-0" SOLE PLATE BREAK ROOF DECK. USE A 2x6 LEDGER PER NAILING SCHEDULE ABOVE. ATTACH ROOF DECK PER GENERAL NOTES. 1*07� ROOF TRUSS CONNECTION /0`02PLATE HEIGHT CHANGE 3 PLATE BREAK DETAIL , , 4 LEDGER CONNECTIONS SEN 5 DECK LEDGER AT OVERFRAME RAFTERS S2.1 S2.1 S2.1 OTED 52.1 TRUSS TO LEDGER CONNECTION BY TRUSS OTED S2.1 USE THIS DETAIL TO FASTEN OVERFRAMEDROOFS, VALLEYS, ETC. ENGINEER. NOT SHOWN FOR CLARITY C I S A N NOTE: IF SHEARWALL IS SPECIFIED DBL. TOP PORCH HEADER, 2x6 SYP#2 BLOCKING BETWEEN ON PLAN AT THIS CONDITION, EXTEND PLATE SEE PLAN. 2x6 SYP#2 NAILER EA. TRUSS. FASTEN TO TOP _ ' FASTENED TO TOP PLATE w/ 10d 0 4" O.C. SHEATHING FULL HEIGHT DOWN TO PLATE w 10d 0 3" O.C. CONVENTIONAL CONVENTIONAL (2) 2x HEADER FLOOR FRAMING AND FASTEN DECK SHEATHING WALL ABOVE ADJ. BLOCKING ABOVE / I I p E Lj ROOF UP TO HIGH TOP PLATE. STRAPPING IF STRAPPING IF 2 2x HEADER LEDGER OVER WALL SHEATHING. HEADER TO UNDERSIDE 2x4 SYP#2 DIA. & HORIZ. I THREADED ROD I I THREADED ROD DBL. TOP OF TOP PLATE. " PLATE BRACING 0 24 O.C. BETWEEN IS NOT USED. -STRAPPING NOT USED. OUTER WALL & FIRST INTERIOR I I VALID ONLY WHEN 2x SPF DIAGONAL DROPPED PORCH 'FTRUSS. TOE NAIL EACH END I SIGNATURE IS IN BLUE INK BLOCKING FASTENED � w/ (3) 0.131"x3" SHEATHING MAY EXTEND 1 HEADER, SEE PLAN. I AND RAISED SEAL EA. END TYPICAL. 2" PAST BLOCKING-WINDOW MIN, (2)2x4 BELOW. w/4-12d NAILS (TYP) I ATTACHMENTS MUST ANCHOR 8d COMMON, j I I INTO 2x MATERIAL. 2x SPF DIAGONAL WIRE NAILS OPTION A SHEATHING, PER SHEATHING, PER I WALL SHEATHING BLOCKING FASTENED TO BLOCKING � / , NOTE BELOW. NOTE BELOW. I REVISIONS BY SIMPSON A35 CLIP w/ (3) 0.131"x3" ® 3" O.C. I I CONT. RIBBON TYPICAL BOTH ENDS EA. END TYPICAL. 8d COMMON WIRE - 2x4 BLOCKING BETWEEN EACH HEADER & SUPPORT I I BOARD (TYP) • DBL. TOP PORCH HEADER HEAD PLATES AND TO LEDGER ® 3" O.C. LTRUSS. ATTACH AT EACH WALL � POST, PER PLAN. FLOOR TRUSSES I ( FASTENERS, PER 13/S2.1. \ STUD w/ (3)16 NAILS AT EACH PLATE SEE PLAN. MIN. (2)2x4 BELOW. OR JOIST. __- (2)2x MIN. < 4'-2" IF MORE ` FRAMING INTERSECTION. (MIN. THAN 4'-2" SEE 13/S2.1 ROOF TRUSS (6)16d BETWEEN EACH TRUSS) CEILING LINE I FLOOR TRUSSES I OR JOIST / STUD WALL FRAMING P I OR JOIST. I ROUGH OPENING ROUGH OPENING PARALLEL PERPENDICULAR HEADER I I SEE ARCH. SEE ARCH. w/ 2x SOLID BLOCKING AT SHEATHING EDGE TO WALL TO WALL EN WALL FRAMING WALL FRAMING t + CONTINUOUS 2x6 SYP#2J - ARCHED TRANSOM ARCHED WINDOW LEDGER FASTEN w/ (5) SIMPSON HUSC28-2 HANGER 0.131x3" EACH STUD. PERPENDICULAR TRUSS PORCH SHEATHING: DETAIL B w/ (6)16d TO HEADER AND NOTE: TRIM WALL SHEATHING TO MATCH PARALLEL TRUSS (6)16d TO WALL FRAMING. '/z" GYPSUM (WATER PROOF) GREEN BOARD, w/ 5d COOLER NAILS 0 6" O.C. EDGE AND FIELD PERPENDICULAR PARALLEL RADIUS WINDOW FRAME BY f 1/2" DETAIL A OPTION B '/4" (OR GRATER) CDX PLYWOOD, w/ 6d COMMON NAILS 0 6" O.C. EDGE AND FIELD Vie" OSB, w/8d COMMON WIRE NAILS 0 6" O.C. EDGE AND FIELD 6 RADIUS WINDOW FRAMING ,MEN 7 WALL ADJ. TO ROOV CONNECTION 8 PORCH BEAM CONNECTIONSrg-%\ PORCH TRUSS CONNECTION ,0 FLOOR TRUSS AT WALL FRAMING S2.1 O1E0 S2.1 SEE CONSTRUCTION SPECIFICATIONS FOR ROOF 52 1 OPTION A Q$ C MAY BE USED IN LIEU OF 52.1 S2.1 AND WALL SHEATHING AND STUD FRAMING. OPTION B AT CONTRACTORS DISCRETION 2x8 SYP#2 1 SIMPSON A34 WINDOW HEAD/SILL SCHEDULE 6" MAX-�}- © g RIDGE BEAM ( ) CLIP EA. RAFTER. ROUGH MIN. HEAD OR MINIMUM STRAPPING NOTES: OPENING SILL PLATES FASTENER E.E. DET 2x SPF RIPPED TO FI T 4 4'-4" (1)2x4 SPF #2 (4)12d TOE NAILS A. FASTENERS REQ'D EA. END, PER A ARCH. DEPTH REQb. SHEATHING CONT. " WINDOW HEAD/SILL SCHEDULE SHOWN LEFT. 2x6 SYP#2 AT 24 O.C. -C 6'-4" (2)2x4 SPF #2 (i)A34 + (2)12d TOE NAILS H8 (TYP) HS (TYP)k 11 IL •• * LTP4 MAY BE OMITTED w= AT GIRT/VERT T. 4 8'-4" (3)2x4 SYP #2 (1)A34 + (6)12d TOE NAILS 8. CONNECTOR REQ D PER CONVENTIONAL IF JACK IS INSTALLED w v Q ROD STRAPPING SCHEDULE, SEE 7/S2.0 B UNDER BOX BEAM. (4)16d TOE NAILS (6)12d COMMON AT EA. - PORCH FRAMING, SEE PLAN t 12'-0" (3)2x6 SYP #2 (2)A35 + (6)12d TOE NAILS ROUGH OPENING ROUGH OPENING EACH RAFTER TO END OF CEILING JOIST SEE DETAIL 14/S2.1 FOR BOX GIRTS REQUIRED BETWEEN SEE ARCH. SEE ARCH. TOP PLATE TO ROOF RAFTER (TYP) = WATER PROOFING, SEE ARCH WINDOWS IN TWO STORY CLEAR HEIGHT WALLS. C. AT OPENINGS > 4'-2*, ATTACH TOP LTP4. ON INSIDE FACE w/ (6) 12d OPTION A • • FLOOR DE.K N L) PLATE TO HEADER w/ LSTA12 AT 32 O.C. • • • ,, FLOOR DECK BENT OVER w/ (5) 10d INTO TOP PLATE TOE NAILS TOP AND BOTTOM 2x6 OR 2x8 T&B SLOPE - LOWERED HEADER AND (5) 10d INTO HEADER LOWERED HEADER (2)A35 AND TO MATCH WALL 2x6 SYP#2 CEILING JOIST w/ THREADED ROD CONVENTIONALLY STRAPPED (6) 12d TOE NAILS DET THICKNESS w/ (8)12d NAILS EACH END, CONT. 2x RIM BOARD FLOOR TRUSS OR JOIST (TYPICAL) 6" MAX TOP AND BOTTOM B (Td�j 8 O.C. PER SCHEDULE J (1) SIMPSON H3 A SHOWN ABOVE - 2x SPF RIPPED TO FIT CLIP EA. JOIST. _SIMPSON H3 CLIP ROUGH OPENING C ARCH. DEPTH REQ'D. 2x12 SYP#2 LEDGER COVT. w/ EA. RAFTER B • � SHEATHING CONT. (7)12d COMMON WIRE NAILS AT HEADER OR BEAM SHEATHING 8 Q JO GIRT/VERT ANCHOR WALLS TO FRAMING w/ SIMPSON MTS30 16" O.C. AND (3) SDS v4"x3" w JOINT. AT 32" O.C. WHEN OVERFRAMING FALSE DORMER WOOD SCREWS ROWS 0 32"O.C. SIMPSON LUS28 JOIST HANGERw OVER ROOF TRUSSES PROVIDE 2x4 BLOCKING w/ (6)10d TO HEADER AND (4)10d ROD OUGH OPENING OUGH OPENING N A SEE ARCH. A HEADER, PER PLAN BETWEEN TRUSSES 16" O.C. FASTEN BLOCKING TO JOIST. FOUNDATION SEE PLAN SEE ARCH. EACH END w/ SIMPSON A34, LSOLE PLATE CONNECTION, PER SCHEDULE PER PER SCHEDULE ON PLAN. SCHEDULE OPTION B SHOWN LEFT RAISED HEADER SHOWN LEFT RAISED HEADER THREADED ROD CONVENTIONALLY STRAPPED Z ,�, DORMER ROOF FRAMING YMEN 12 TYPICAL PORCH FRAMING13 HEADER STRAPPING & WINDOW HEAD SILL FRAMING WHEN 14 BOX BEAM CONNECTION - OTED S2 1 OTEO S2 , S2.1IPROVIDE MIN. (2)12d TOE NAILS EACH END OF ALL CRIPPLE STUDS OTED 52,1 WIDTH OF MEMBERS TO MATCH WIDTH OF WALL FRAMING 2 PLY 3 PLY 2x6 SYP#2 RIPPED TO BEAM. BEAM. 2x4 SYP#2 DBL. TOP PLATE 4'/4" DEEP EACH SIDE 2x8 SYP#2 EACH SLIDE LL� 2x4 SPF#2 STUDS SHEATHING, PER SW-1 I" !- I i 1�/z" 1'/4" 1'/2" PROVIDE ABU88 HOLD AT 16" O.C. (TYP) SPECIFICATIONS. I ^ FASTEN (2)2x4 EXT. STUDS TO I DOWN AT BASE, U.O.N. 2x4 SYP#2 SCAB HEADER BELOW w/ SIMPSON BELOW BOTTOM (2)CS20 STRAPS (9)8d NAILS I i14 (2) ROWS 12d COMMON iv (3) ROWS 12d COMMON : _ (2) PLY BEAM 12d 0 4" O.C. VERT. STAGGER PLATE FACE-NAIL TO RATED SHEATHING TO EACH END. (TYP. EA. END) - I WIRE AT 12" O.C. EA, SIDE. WIRE AT 12" O.C. EA, SIDE. \ \ 2x10 OR 2x12. w/ NAILING FROM DPP. SIDE TRUSS TOP CHORD RUN CONTINUOUSLY TO / N N N .. TWO STORY BUILT-UP COLUMN W/1 INSIDE FACE OF CHIMNEY r \ MULTI-PLY LVL NAILING PATTERN NAILS ® 6� O.C. (1) ROW OF 10d NAILS ® 8" O.C. /12d NAILS ® 3 (3) ROW OF 10d N Q O.C. (TYP EA. SIDE) FRAMING. (TYP) FASTEN (2)2x4 EXT. STUDS TO I NAILS ® 4" O.C. (2) ROWS 16d 1 STAGGERED STAGGERED COMMON WIRE PORCH REAM SUPPORT POST HEADER BELOW w/ SIMPSON \ STAGGERED ® 12" O.C. » IF 4x4 IS SPECIFIED ON PLAN, (2)CS20 STRAPS (9)8d NAILS _ �� (3) ROWS °/a"0 HEX ' - I HEAD THRU BOLTS w/ '/2" CDX PLYWOOD EA. SIDE. MIN. (2)2x4 PT SYP #2 24 MAX. USE (2)2x4 SPF#2 SUPPORT. ROOF TRUSS EACH END. (TYP. EA. END) FASTEN MULTI-PLY ( HEX NUTS & WASHERS FLITCH. FASTEN w/ 12" MIN. STUD' PER 17/S2.0. I AT 24" O.C. CONSTRUCTION IF 6x6 IS SPECIFIED ON PLAN, (BOTH ENDS)TYP. 21A 2X6 2XSRATED WALL SHEATHING w/ USE (3)2x4 SPF#2 SUPPORT. N " ! NAILING PATTERN NAILING PATTERN NAILING PATTERN ADHESIVE & NAILED. 8d 0 6" O.C. EDGE & FIELD. MAIN HOUSE ATTACH PORCH BEAM TO U) ELEVATION BELOW PAE BOEOCNA KING TO - _ I EXTERIOR WALL. PARPLAN FORLLAM RL# OFMPLSES. A NOTES:EE WOOD FLITCH BEAM SYP#2 PT SOLE PLATE SUPPORT POST w/ (2)HTS20. TRUSS TOP CHORD w/(4) (2)2x6 HDR. AT I 1. TYP. CONNECTION AT STUD COLUMNS, JACK-TO-KING ASSEMBLIES, CORNER POST, ETC. ATTACH SUPOPRT POST TO DENOTED AS H10F OR H12F. 12d NAILS EACH END (TYP I ELEV. OF TOP I WATER PROOFING AT FOUNDATION WITH HTT16 EA. SIDE) i PLATE. FASTEN TO I PARALLAM 2. SPECIFIED NAILING REQUIRED FOR EVERY PLY IN ADDITION TO (2) PLYS LOWER PORTION OF BOX COLUMN w/ 5/8"04" Ig EPDXY ROD. U.O.N. iv SHEATHING, STUDS w/SIMPSON I BEAM SPLICE BOX COLUMN BY BUILDER PER SW-1 HUC26-2 HANGER ATTACHMENT iF PT MATERIAL IS USED. MAY BE USED IN LIEU OF 4x4 OR 6x6. I ! (TYP. EACH END) , ,7 OF MULTI-PLY MEMBERS 18 BUILT--UP COLUMNS I I ACCEPTABLE ALTERNATE -- I OVERLAP SIDE ! RATED ROOF X-BRACE , " » '/z" 0 THREADED ROD w I WALL TOP PLATE ' C SHEATHING. PERP. DIAGONAL '/2"0 RODS 0 48 O.C. MIN. OF / 3x3 PROVIDE NOTCHED AND FITTED (2)2x8 SYP#2 w/ (2)2x4 SYP#2 BLOCKING TWO ON EA. FACE OF GLASS WASHER TOP & 1'/2"0 WASHER PLYWOOD OR OSB SPACER TO SUPPORT HANGING 2x4 SYP#2 SCAB BELOW I BELOW PLATE TOE-NAIL TO i AS SHOWN (TYP.) I , ` TRUSS 2x4 HORIZ. AND MIN. (1) WITHIN 8" OF MITER.. BOT. RECESSED IN LOWER PLATE. WALL ® 48" O.C. MAX. ALIGN WITH HANGING BOTTOM PLATE FACE-NAIL I TRUSS TOP CHORD w/(4) ! I 3-16d BOT. MEMBER WALL WHEN TRUSS PERPENDICULAR TO WALL. TO TRUSS TOP CHORD w/ I 12d NAILS EACH END (TYP � CHORD• 12d NAILS ® 3" O.C. (TYP I EA. SIDE) ! + o 0 EA. AI 3x3 PLATE EA. SIDE) I -, \�`ERT. 4-16d ROOF TRUSS IN, (TYP.) w/ WASHER.STANDARD STUD OR JOIST. B ! 2x4 SYP#2 STUDS ! \�\� 2x4 BLOCKING CORNER POST, SEE SECTION C (2)2x8 SYP#2 AT 16" O.C. (TYP) PLAN i AIN, SIMPSON LTP4 w/ SPACER. 2-SIMPSON MSTA24 yyH� USE DETAIL ONLY I N, "I 4-16d w/ 12'," O.C. (2)H3 EA END STRAP TIE BENT AT SIMPSON HTT22 l ! SHEARWALL �. '/2" ROD CORNERS w/22-10d NOTEEu SPECIFIED ON PLAT ! p, \ (TYP.) MITER GLASS 12d COMMON NAILS, USE • U.O.N. I A � HEAD FRAMING. ,-$IMPSON w 8 O 11'/ " FRAMING -� A35 TOP AND 16 MAX. TO / w 1 4" a e DETAIL A + A BOTTOM w/ 1st ROD. A 8 MAX. TO 6 ® 7/. FRAMING, 90' Q& 45' Q$ 22.5' 3 PLAN __ A. PROVIDE 2x4 SYP#2 UPRIGHT FROM TOP TO 12 Sdx1+/s" / 1st ROD. 4 0 5'/2" AND CORNER OF GLASS DATE ELEVATION 1_I_ �• BOT. CHORD OF TRUSS AT EA. X-BRACE (IF ( ) �, 31/2" FRAMING. WALL SHEATHING AND WALL. NAIL CORNER w/ VERTICAL IS NOT PRESENT) 12d IN EACH PLY 08'�$'06 / MITERED 90' Q& 45' OR 22.5 SEE SECTION C FOR DESIGN GLASS CORNER OF GLASS Gam' DRAWN STRAPPING REQUIRED. USE 9 0 11'/4" DESIGN/ DRAWN QB, B. 2x4 S11'P#2 HORIZ. MEMBER w/ 16d®4" O.C. � AND WALL FRAMING 7 ® 7'/ " LAP MRG P F SIDE OF BUILDING ATTACHMENT MITER GLASS TO BLOCK; BELOW. MEMBER LENGTH SHALL BE MITERED GLASS, DESIGN & (3)2x SYP#2 FLAT WISE HEADER , 4w TO HEAD FRAMING. AT LEAST 8' BUT NO LESS THAN THE LENGTH ATTACHMENT BY OTHER. PLATES. LAP INTERSECTING PLATES. FRP•M�m" S 0 S/2 CHECKED OF THE SIHEARWALL. ELEVATION SEE 17/S2.1 FOR NAILING OF BUILT AND 3'/z" FRAMING. LAP C. 2x4 BLOCKING BETWEEN TRUSSES ALONG (3)2x SYP#2 COLUMN, SEE 17/S2.1 FOR NAILING OF BUILT UP UP MEMBERS. S TI N A RNR SHEET TOP AND 80T. CHORD, w/ (4) 12d TOE NAILS MEMBERS. AT BASE PROVIDE LTT20B CONNECTOR OR ALTERNATE A SECTION AT HEAD C EC O TCO E EA. END (TYP) PER LEGEND ON THIS SHEET ALSO PROVIDE THIS CONNECTOR AT 16 WHEN LATERAL TRUSS X-BRACING CORNER POST OF KNEE WALL AT MITER. CHIMNEY FRAMING � Wr" 20 MITERED GLASS OPENING FRAMING S2.1 (IF APPLICABLE) OTED S2.1 OTED 52.1 � ll (:)NIE RESIDENCE Lot 23 Paradise Preserve Atlantic Beach, Florida BESTCON Homes cl - � � � � INDEX OF DRAWINGS : General Notes Foundation Plan Main Floor Plan Second Floor Plan Roof Plan Front i t Elevations Rear e evations Main Floor E1ectrieaT Plan Second or Electrical Plan gn Pa�a�. ILE L- ' ' Periods only used on one word abbreviations, if the abbreviation is a different word by itself, e.g. ARCH., BIT., and LAM.4D ABBREVIATIONS , Periods are usually used when abbreviating multiple words, unless they g ' are very common without periods; e.g. AFF, HVAC, R/A, and WWM. A.B. ANCHOR EL IME A ABV ABOVE BOLT F F.B.. FACE BRICK P P.BD. PARS FASTEN(ER) PAR TICLE BOARD A/C AIR CONDITIONING F.B.O. FURNISHED BY OTHERS PC.CONC. PRECAST CONCRETE ACC ACCESS F.D. FLOOR DRAIN P.E. PORCELAIN ENAMEL AC.T. ACOUSTICAL TILE(CLG) F.E. FIRE EXTINGUISHER PED PEDESTAL(SINK) AFF ABOVE FINISH FLOOR F.F. FINISH FLOOR(UNE) PERI PERIMETER A.D. AREA DRAIN F.G. FIXED GLASS PKG PARKING ADD ADDENDUM FGL FIBERGLASS PL PLATE(HEIGHT) c�pp ADH ADHESIVE FIN FINISH P.LAM. PLASTIC LAMINATE N UJ } } ADJ ADJUSTABLE FLG FLASHINGPLAS PLASTER j AGG AGGREGATE FLR FLOORING) PNL PANEL A.H.U. AIR HANDLING UNIT FLUB FLORESCENT(LIGHT) PNT PAINT(ED) ALT ALTERNATE FN FENCE PR PAIR(OF) ALUM ALUMINUM FND FOUNDATION PREFAB PREFABRICATED p p p A.P. ACCESS PANEL F.O. FACE OF PSF POUNDS PER SQUARE FOOT D W W W APX APPROXIMATE FP FIRE PROOF PSI POUNDS PER SQUARE INCH j co U) kn ARCH. ARCHITECT(URAL) FPHB FIRE PROOF HOSE BIBB PTN PARTITION co W W W ASPH ASPHALT FPL FIREPLACE P.T. PRESSURE TREATED(WOOD) X Cr Ir A.T. ASPHALT TILE FR FRAME(D)(ING) PV PAVE(D)OR PAVING AUTO. AUTOMATIC FS FULL SLIE PVC POLYVINYL CHLORIDE(PIPE) L ej AVG AVERAGE FTG FOOTING PVMT PAVEMENT AWNG AWNING FUR FURRED(ING) PWD PLYWOOD r ( n B B36 36"WIDE BASE CAB. GA GAUGE Q.T. QUARRYTILE V BD BOARD G.B. GYPSUM(WALL)BOARD 0 BF BI-FOLD(DOOR) G.C. GENERAL CONTRACTOR R RISER(ON STAIRS) BIT. BITUMINOUS GD GRADE OR GRADING R/A RETURN AIR BLKG BLOCKING O.D.O. GARAGE DOOR OPENER W R.B. RUBBER BASE BLDG BUILDING GFI GROUND FAULT INTERRUPTER ■ RAD RADIUS BLK BLOCK(CMUs) GL GLASS OIR GLAZING ` J RBL RUBBLE BLKG BLOCKING GL.BK. GLASS BLOCK BM BEAM G.I. GALVANIZED IRON R.D. ROOF DRAIN a REFR REFRIGERATOR � � v O B.M. EN GT GROUT REQ REQUIRED (J� BP BI-PASS(DOOR) RES RESIDENT r BRG BEARING 42"H 42"HIGH 0WALL) REV REVISION(S),REVISED .41111111111 mow I I BRK BRICK HHB HOSE BIBIB REINF REINFORCED(ING) w B.S. BOTH SIDES H.C. HOLLOWiCORE RFG ROOFING BSMT BASEMENT HD HEAD OR IHARD R.J.B. REINFORCED JUNCTION BOX BTM OR BOT BOTTOM H.D. HEAT DETECTOR OR HEAVY DUTY RLG RAILING BTWN BETWEEN HDR HEADER R&M RANGE W/MICROWAVE BVL BEVELED HDW HARDWAIRE RM ROOM B.W. BOTH WAYS HGT HEIGHT R.O. ROUGH OPENING H.M. HOLLOWMETAL R.O.W. RIGHT OF WAY C CAB CABINET HORZ HORIZONTALR$S ROD AND SHELF(S) C.B. CATCH BASIN HR HOUR CEM CEMENT H.R. HALF ROUND(WINDOW) SC SOLID CORE(DOOR) col M C4 CER CERAMICHS HORIZONTTALSLIDER S SCH SCHEDULE M CF CUBIC FOOT HTG HEATING CRAM CHAMFER HVAC EA INGAVENTILATING/AIR COND. SD SMOKE DETECTOR y X C.I. CAST IRON HWD HARDWCfOD(FLOORS SEC SECTION O O 1i S.F. SQUARE FEET Ca C.I.P.CONC. CAST-IN-PLACE CONC. SF.GL. SAFETY GLASS yr t CIR CIRCLE I.B. IRONINGIBCARD S.G.D. SLIDING GLASS DOOR CIRC CIRCUMFERENCE ' I.D. INSIDE DUAMETER SH SINGLE HUNG OR SHELF(VING) tv m C.J. CONTROL JOINT OR CONSTRUCTION JOINT I.L.O. IN LIEU CFF SHT (DRAWING)SHEET —� N CK CALKING)CAULK(ING) I.M. INSULATED METAL SHTHG SHEATHING CL CLOSET OR CENTER UNE INS OR INSUL INSULATED(TION) SIM SIMILAR ko CLG CEILING INT INTERIORI SKL SKYUGHT �pp CLR CLEARANCE) SL SIDELIGHT OR SLEEVE p C o CLS CLOSURE OR CLOSER(DOOR) JST JOIST(FLOOR OR ROOF) SNT SEALANT m a° a Provide minimum 4"concrete cover at under slab utility locations. When concrete CM CENTIMETERS) J JT JOINT encasement of utility lines is required,increase slab thickness at the utility line. Install CMU CONCRETE MASONRY UNIT SPC SPACER SPEC SPECIFICATIONS utilities lines well below slab. C.O. CASED OPENING � KD KNOCKDOWN(CEILING) SPK (AUDIO)SPEAKER(S) vautn at all aaan,anuu1y ulaaa uuvia,ofoil al1%,v uuwa aiw wuuuI Nlataa kan of COL COLUMN KIT KITCHEN S.ST. STAINLESS STEEL COMB COMBINATION KO KNOCKOUIT STD STANDARD H. Provide isolation pint material(asphalt impregnated)between foundation walls and all slabs CONC CONCRETE KPL KICKPLATIE(ON DOOR) STG OR STO STORAGE including patio, porch and sidewalks. COND (AC)CONDENSER K/S KNEE SPACE STL STEEL CONST CONSTRUCTION 10. CONT CONTINUOUS LAM. LAMINATE((D) SS STRUCTURAL CONTR CONTRACTORL LAV LAVATORYI(SINK) SQ SQUARE 14� I. Provide"Zip Strip"or tooled control pints where indicated on the foundation plans. CORR CORRUGATED SUS SUSPENDED L.B.O. LIVING NI BY OTHERS S.W. SHEAR WALL A. All electrical and plumbing requirements shall comply with local building codes. All outdoor, CPR COPPER LIv LIVING J_MCNb_Ur% bathroom and garage wall receptacles shall be provided with ground fault circuit protection. C OR CPT CARPET L.L. LIVE LOAD i T TREAD(AT STAIRS)OR TILE 4. FRAMING Service panels to be(min.)20 circuit,100 amp,110 volt. CRS COURSE(S) L.P. LAMINATEED PLASTIC T.B. TOWER BAR CSMT CASEMENT LT LIGHT T.B.D. TO BE DETERMINED C.ST. CAST STONE L.T. LAUNDRY'TUB TC TERRA COTTA DIMENSIONS ARE TAKEN FROM FACE OF STUD TO CERAMICTILE C.T.A. Laminated veneer lumber(LVL)shall provide the design values equal to or exceeding the LTL LINTEL T.C.J. TROWELED CONTROL JOINT FACE OF STUD,UNLESS OTHERWISE NOTED. following: B. Provide gray box for washer and provide solid metal dryer vent t no screws to CTR CENTER OR COUNTER LVL LAM VENNER LUMBER(BEAMS) TEMP. TEMPERED(GLASS) 9 Y P rY (taped- ) CX CONNXTION LVR LOUVER exterior. T&G TONGUE&GROOVE 280b psi in Bending,Fb CY CUBIC YARD TEL TELEPHONE � M METER(S) THK THICK(NESS) 285,psi in Horizontal Shear,Fv C. All sewer and water sleeves to be depth and separation as per local code below adjacent D 12"D 12"DEEP MAX MAXIMUM 2,000,000 psi in Modulus of Elasticity,E finish grade. D DRYER,OR DRAIN MAS MASONRY THR THRESHOLD 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'-0"inside Or outside of the building line unless noted DEM DEMOLISH,DEMOLITION MECH MECHANICAL T.O.W. TOP OF WINDOW Otherwise. DEP DEPRESSED DET DETAIL MFR. MANUFAC1fURER TR OR TRN TRANSOM(WINDOW) MH MANHOLE TP TOILET PAPER HOLDER VARIES C. Unless otherwise noted,provided: g D.F. DRINKING FOUNTAIN MIN MINIMUM E. In all buildings a continuous conduit shall be installed from the water meter to an exterior TV TELEVISION OUTLET OR LOCATION 00, remote water meter reader at a location to be approved by the Water Department. The DH DOUBLE HUNG MIR MIRROR TYP TYPICAL 1. All trusses shall be securely braced both during erection and after permanent installation in conduit shall be capable of accepting a low voltage minimum 2 conductor cable supplied DIAM DIAMETER MISC MISCELLAMIEOUS a building in accordance with commentary and recommendations as published by the Truss and installed by the electrical contractor.The cable shall be copper and a minimum#18. DIM DIMENSION MLD MOULDINGf LIC UNDERCUT(DOOR) Plate Institute. The water department shall make the connections. D.L. DEAD LOAD MM MILLIMETER U UNF UNFINISHEDDN DOWN(STAIRS) MMB MEMBRANE U.N.O. UNLESS NOTED OTHERWISE DIMENSIONS ARE TAKEN FROM FACE TO FACE OF MASONRY D.P. DAMP-PROOFING M.O. MASONRY'OPENING DR DOOR MOD MODULAR VB VANITY BASE UNIT OR FACE OF MASONRY UNIT TO FACE OF STUD. (441d 2• %"hi h density T&G,Plywood subfloor glued and nailed. Panel span rating shall be APA DRY DRYER MACHINE MRB MARBLE v V.B. VAPOR BARRIER 24/3 , Exposure 1,with sealed edges. Install per manufacturers'spacing and edge DS DOWNSPOUT MTL METAL VB36 36"WIDE VANITY BASE recommendations. F. Water service shall be 1"minimum from each exterior shut off valve. D/S DRAWER STACK(CABINET) MT MOUNTED((ING) VERT VERTICAL D.T. DRAIN TILE MULL MULLION OR MULLED VIN (SHEET)VINYL 03 DTL DETAIL V.S. VEGTABLE SINK DW DISH WASHER N/A NOT APPLICABLE V.T. VINYL TILE C/3" 3. Y"underlayment(minimum)under vinyl or tile on wood frame floor systems. G. All shower head heights to be 80AFF at fiberglass showers and 84"AFF at ceramic DWG DRAWING N.I.C. NOT IN COMITRACT _W showers. NL NAILABLE fr DWR DRAWER W W3630 36"W X 30"H WALL CAB NOM NOMINAL W WIDE OR WASHING MACHINE 4. Min!%"high dens' O.S.B.wood roof sheathing with'H'd' APA 1 ng EA EACH N.T.S. NOT TOSC:ALE g density g Ips. pane span rag shall EB EYEBROW(FLAT ARCH) N.G.V.D. NAT.GEOD)ETIC VERTICAL DATOM WC WATER CLOSET ct be 24/0,exposure 1,with sealed edges.Install per manufacturers'spacing and edge WD wooD recommendations. IMPORTANT NOTE: E.F. EACH FACE OA OVERALL WF WIDE FLANGE(STEEL BEAM) ALL REFERENCES BY STRUCTURAL & MEP E.J. EXPANSION JOINT Q OBS OBSCURE((GLASS) WH WATER HEATER EL ELEVATION O.C. ON CENTER W.H. WALL HUNG D. Roof truss systems shall be fabricated with wood chords and wood webs in accordance with ELEC ELECTRIC(AL) O.CAB. OVERHEAD i CABINET WI WROUGHT IRONENGINEERING WILL SUPERCEDE ALL NOTES, E.P. ELECTRICAL PANEL O.D. OUTSIDE DIAMETER WIC WALK-IN CLOSETdesigns prepared under the supervision of a registered rofessionaf engineer. EQ EQUAL REFERENCES & CALLOUTS ON THE ARCHITECTURAL EST ESTIMATE O.G.D. OVERHEAD)GARAGEDooR WIN WINDOW OH OVERHEAD) W/W/O WITH OR WITHOUT PLANS. NOTIFY DRAFTERS OF DISCREPANCIES & E.W.C.XG EXISTNGCWATER COOLER OPNG OPENING WP WATERPRooF(IN OPT OPTIONAL W.R. WATER RESISTANT E. Roof trusses manufacturer shall submit 2 sets of sealed shop drawings to builder for CLARIFY CONFLICTING INFORMATION. EXH EXHAUST OSB ORIENTED STRAND BOARD W.S. WATER SOFTENER approval of roof trusses and beams XT EXTERIOR WSCT WAINSCOT W.T.W. WALL TO WALL ATTIC VENT CALCULATION WWM WELDED WIRE MESH F• Mins exterior grade plywood or OSB wood sheathing behind all masonry veneer,dryvit panes and cedar siding.See elevations for locations. SYMBOLS G. Pressure treated lumber to be used where wood is in contact with concrete and for 2x4 mud FORMULA. Sill. 1 SQUARE INCH VENT FOR EVERY 300 SQUARE INCHES OF CEILING H. Exterior deck construction shall be with pressure treated lumber with dimensions as *144 SQ. IN. = 1 SQ. FT. indicated on the plans. DRTH PLYWOOD BLDG. CEILING SF X 144= BLDG SQ. IN. ELEVATION KEY OR SECTION KEY BLDG. (SQ. IN.)/300=SQ. IN. OF VENT REQUIRED SHEET NUMBER SAND OR GRAVEL FILL ® INSULATING SHEATHING c SQ. IN. OF VENT REQUIRED/2 =50%AT RIDGE&50%AT EAVES WOOD STUD PART11ION BATT INSULATION DETAIL NUMBER OR SECTION KEY SHEET NUMBER 3-2X4 WOOD POST OR 2-2X6 RIGID INSULATION UNLESS OTHERWISE NOTED ® BRICK WATER CLOSET ANGLE AREA TABULATION ® CONCRETE BLOCK CENTERLINE MAIN FLOOR PLAN 1478 SQ.FT. CONCRETE TUB/SHOWER SECOND FLOOR 450.62 SQ.FT. HB - HOSE BIBB (FREEZE PROOF) STOKE TOTAL A/C AREA 1923.62 SQ.FT. U_0; TYPE OF CONSTRUCTION.......... TYPE V (B) C N O CUPANCY CLASS..................... GROUP R-3 �- GAS LINE STUB LAVATORY FRONT PORCH 194 SQ.FT. 8 C ® STEEL m d PENNY 248 SQ.FT. o E cc APPLICABLE CODES: PERPENDICULAR DIMENSIONAL LUMBER DOUBLE SINK GARAGE 453 SQ.FT.- L a a � 1. FL. BLDG. CODE 2004 - ResidentialTOTAL AR EA 2823.62 �$�� R PLATE BLOCK •�� • SINGLE SINK Paradise Preserve 0 ROUND OR DIAMETER ® FINISH GRADE WOOD SHEET TITLE SHEET Q)� p GENERAL NOTES FOUNDATION NOTES r NOTE-FOUNDATION _9 1. STRUCTURAL FOUNDATION PLANS SHALL BE BY OTHERS. SEE STRUCTURAL ENGINEERING _ FOR ALL STRUCTURAL DETAILS AND NOTES. 2. SLOPE GARAGE FLOOR 1/8- PER FOOT TO ma OVERHEAD GARAGE DOOR OPENING. 15 $ 3. 4" CONCRETE SLAB w/ 6"x6"x10"/10" W.W.M. g $ OVER 6 MIL VAPOR BARRIER OVER CLEAN1 � WELL COMPACTED (MIN. 3000 P.S.I.) 1 1 2 TERMITE TREATED FILL. (3000 P.S.I.) FIBERMIX OPT. 4. CONFIRM ALL INTERIOR BEARINGS WITH TRUSS ENGINEERING OR CONV. FRAMING PLAN. 5. SUPPLY SEPARATE CONDUITS TO ANYCNI o ISLANDS FOR GAS AND ELECTRIC. w >- �. >'RM ALL FLOOR OUTLET LOCATIONS z ...j 66'-0" 6. WITH (BUILDER AND/OR HOMEOWNER PRIOR 12'-6" 14'-8y" 4'-3y" 14'_6" 20'-0" TO SLAB POUR. o 0 0 7. GENERAL CONTRACTOR TO PROVIDE SLAB 0 w w w co CONTROL JOINTS EVERY 400 SQ. FT. > co w w w N w w L c J HB °N I ----------- --- ---- ----------- L- --- ------------------ I I Im u ►�, I I I I I I � � _� f � -- ---- -------- - I I I f_ 4S o a 1 s o° NAIL ROOF SHEATHING I -00IMPORTANT NOTE: -n'-.9 " I I I I o-O'-5 1.12" I 1 °.°. � ° � o � ° ° ° � D ° (PER STRUCTURAL) 12 REFER TO ROOF PLAN AND EAVE DETAILS FIBERGLASS SHINGLES OVER 30 ON SHEET A2.2 FOR ROOF PITCHES FOR ALL I 8'–o" 4'–s" I I I I I I j �� " vAIREs SLOPE 1" I - FELT OVER 7/16 OSB BOARD OR �6„ HOUSES N ——— — I ——————.., I -' ° 15/32" PWD SHEATHING. 0.H. co co N I L— I % I r% I _ _ _ _ AIR BAFFLE BTW EA TRUSS STRAP FOR TRUSS ANCHORAGE (SEE STRUCTURAL) 0 m 8 — - - - - - - - - - - - - " -0 x CN IJ VERIFY INTERIOR BEARING WALLS t—.— --——— — I I I L. TO MAINTAIN 1/2 MIN AIR R-30 INSULATION AT CLG. o'o LL I I r WITH TRUSS ENGINEERING `� `� , I I, I I i SPACE FOR VENT ,' SLOPE 1" N I I I I N I I o ' GALV. METAL DRIP 1/2" CEILING BD OR 5/8" GYP. BD TYP m I I I I I I I 1LN EDGE N I I I F71 NAPPED ALUM. m NFASCIA OVER 2x8 3/4" RECESS FOR S.G.D. a V\j2 �aa 1 I I I z I I ( PERFORATED v, 65 -- I 10O I ( VINYL/ ALUM. SOFFIT $ I I I 1 i DNv ri I N I I FRIEZE I I LL--- I 2 ----If ~ �� I I — r--— �————————— ————— —— ———— ?° ° PROVIDE MID-WALL BLOCKING FLAT WISE ® I z �\ N I I I — — — — — n JOINTS IN SHEATHING a a - _ I REFI --_-- ----- - --- ---- -- ---- ,h-0 0 FIN. FLR � h � o � N i i I i SHEDS ABV. 1 �I r I ' 2x STUDS ® 16' OC (MIN 12 SPF) _z I I II I N I I cam - �_--___�- - -- —I LWISPJ II Do is b I Jw 6'71 �� I I 2 =____��===-r I I L_�; ° c P.T. PLATE w/ ANCHOR �'' N o R-19 INSULAR BOLTS PER STRUCTURAL � I � I I I I I p A p �- -—————1—� I 4" CONC. SLAB w/ I 1 A 4 " 4 CONCRETE SLAB WITH ``' 6x6 NO. 10 WWM OR FIBERMESH. I I _ " I & .° 6"x6"x10 10 W.W.F. TYP. 3000 PSI. W REINF OVER VAPOR BARRIER I 1 8 FIBER MESH OPTIONAL). I I !� —J OVER CLEAN COMPACTED ) TREATED FILL I 3'-0" I ° . (1) � 5 CONT. I I n I I Icl N SLOPE GRADE AWAY WATER _ I �. �° ALL SIDES OFTNER LOOP I r. 6 MIL VAPOR BARRIER ° n °a. 0 . / d I i I I a I TYPICAL FOOTING (MONOLITHIC OPT) C) I I I I N I I 24' x 24` x 12" ( ° p % • SEE STRUCTURAL FOR SIZE & REINFORCING O 1 I nACKENED sLAe � I _ w/ (3) #5 REBAR RUNNING I ° I I I I I I L---J i IN EACH DIRECTION I °, I I N I I ° Typical Wall Section • SCALE: 1/2"-1,-0" SLOPE 2" ° I I 5'-0" 3'-11y" 2'_2» t I I I L--- ------------ -- ED FLOOR FOR SHOWER 59-9" —"' -------- --� L-- ----- -- -------------� I I I I -- ------------------� I I I I ------------ --- ---- ---- -------- - -----tHB sct 0 RENNAI GAS WATER HEATER I Cl 4" CONC. PAD FOR A/C M 4'-0" 14'-8" 5'-3y2. 6'-5" '-0 5'_3y" 12'-0" 20'-0" 16'-0" 18'-0" X# 32'-0" C) 66'-0" FOUNDATION_ SCALE: 1/4!'=l'-O" J LL _r- c� C QOO m N ~H oco E cc aLLn. �JOB130. Paradise Preserve �1 I SHEET TITLE SHEET FOUNDATION A el t1 MAIN FLOOR NOTES NOTE7LOOR 1. WINDOW GRILLS ARE STANDARD IN FRONT • AND SIDE ELEVATIONS AND REAR ELEVATIONTO BE CLEAR GLASS. ,0 2. ALL UNDIMENSIONED PARTITIONS ARE 3 1/2" ROUGH. 66'-0" 3. ALL ANGLED PARTITIONS ARE 45 g $ ' 01 DEGREES UNLESS OTHERWISE NOTED. 8'-0" 4'-6" 14'-8y" 4'-3Y" 14'-6" 20'-0" 4. PROVIDE MINIMUM 2-2x12's w/ 1/2" PLYWOOD FLITCH PLATE AT ALL EXTERIOR •i 8-8Y2 6 -8 7-10 WALL OPENINGS AND INTERIOR BEARING 2'-7y" 5`-4y" 2'-3" 2'-3" 6'-0" " '� WALL OPENINGS UNLESS OTHERWISE NOTED. 5. 3-2x4's MIN. AT EACH END OF ALL BEAMS AND GIRDER TRUSSES UNLESS OTHERWISE g 8 NOTED. ALL SUCH CONCENTRATED LOADS N 8 r N „ SHALL BE TRANSFERRED TO FOUNDATION >- z J 8-0 4-1„ VIA BEAMS, POSTS AND/OR SOLID < 5 10'-1 1 8 PLT. BLOCKING. 6. ALL EXTERIOR DIMENSIONS ARE TO FACE — — — — -' — — — — — 4'- 0” X 5'- 4" NCOAT 6'-1" 8'-0" 4z- - 8x8 FRAMED COL. OFFSET C", o w w w " OF STUDS UNLESS OTHERWISE NOTED. W u, 0, co GLS BLKS ® 84" AF 0p CLOSET 1 FROM PORCH EDGE _I � > L� =00� — — — — — — — 7. ALL TRUSSES TO BEAR ON EXTERIOR CO W W W a WALLS AND/OR GIRDER TRUSSES UNLESS N QpOTHERWISE NOTED ON FOUNDATION PLAN. ® � 0 CV co 00 4�-3Y2" � I � 8. TRUSS MFG. TO SIZE MEMBERS, FASTENERS, o I DINING R00 3 __ __ _^__� __ ` �__ -�' HANGERS & SET SPACING FOR ALL N �; o i 10 CLG. " o C !" ' I ° ° ° ° ° TRUSSES. -cni ( 11 -5 x 9'-On zN oo ou_jf S w '� I °.o ° °° ° . p . 0 9. WINDOW SUPPLIER TO VERIFY AT LEAST 6 =3N F01 E Z �, lc_3 , ;r, fl ° , 4 ° ° 00 ONE WINDOW IN ALL BEDROOMS TO HAVE � 8x8 FRAMED COL. OFFS T I Q N ; ° p fl° 10"CLG. " � m J m COVERED PORCH I 60 ° � °. � ° ° � � � A CLEAR EGRESS OPENING OF 5.7 SQ. FT. »I � " 6-8 x 7-8 L- W 0 x I �' -------=--- -- ---- --- , I - WITH MIN. DIMENSION OF .24 IN HEIGHT AND .. U 1 OM PORCH EDGE �'0' o M" 10 CLG. " i 20" IN WIDTH; SILL HEIGHT NOT GREATER �• 2$60 H N 0 „ 3 -0 x 17-10 I ° :d THAN „ � •,,, �---- ® 84" AFF 4-i I `� , ° 10. BALLOON FRAME ALL EXTERIOR WALLS ABOVE FLOOR. N I ( n rLi ADD STEPS TO — — — — — CLG. BRK '� ° ' SHEATHING OVE �")PROVIDE FlRESTOPPINGTO UNDERSIDE OF OF GRADE AS REQ. OHC OHC ADD STEPS TO I BY CODE I 40.5" h WALL w/ —21'„BEC �� , ;21, BE� I GRADE AS REQ. , EVERY 8'-0" VERTICALLY IN WALLS > 8'-i". ° A 11. ALL HANDRAIL BALLUSTERS TO BE 15" BART ,-_- _ I BY CODE ° ! '� SPACED SUCH THAT A 4'" SPHERE CANNOT M N "GAS COOK TOP w/ i5" I ' - °' PASS BETWEEN BALLUSTE:RS, MV ABV. a ____ 430 SH ° _ 12. ALL ELECTRICAL AND MECHANICAL °' co o o I o o ® 80" AFF I 'N I _ EQUIPMENT & METERS ARE SUBJECT TO -U-) 0 I GREAT ROOM _ ° .- � I # °° � RELOCATION DUE TO FlELID CONDITIONS; �N CATHEDRAL CLG. " KITCHENI z o 243o SH I A N CONTRACTOR TO VERIFY. I 0 18'-11' x 15'-2" -___ 13. FOR ADDITIONAL NOTES SEE GENERAL d x 10' CLG. �' ____ ® 80" AFF75 = _ �I ' I ° . G? =N 14. TYPICAL WINDOW HEAD HEIGHT NOTES ON TITLE SHEET & ASHALL BE �►" C-) 42 UPPER CABS �I I ! " - - - - - - -- - - - - - - - -- - - - " " �- I 96 ABOVE FINISH FLOOR (U.N.O.). ; "' � L --x-12 X12 FLAT , W/CROWN MOULD I I DRYER VENT •m FOR CL FAN ``' v I -__�=J THROUGH WALL I f 0'-1 1 8 PLT. �° - f 15. WINDOW WINDOWS MANUFACTURER D OR SO TEMPER B ALL N I 1 �=====�= 1 �I U / , OVER & SCREEN POST I — _ I • • I X N 130"OVEN REF 15i" L/S/ SHOWERS 7 WINDOWS WITT-IING 18" OF THE g d M R �., CAB. I— —�- — — �� r�===-�r-- --, „ °p a FINISHED FLOOR. o = _I I I I OH I 1—BNFL --- I 1 HR FIRE TE WALL 22_1}/ a a Q' cl I " I LW/SP 111 DOSP „ 2 > " ° o 3'--11 „ �_g „ I Y s E6- _=__ ��'��`_'_-_� 2- 2 ST PS TO 20-0 `� + I (D F1 JWUTILITYG SLAB `� I I� N o FIRM RAILING W 10 CLG. I \ ORATOR I U CLGIlk L-11 I . BRK. o N `� A Q 868 1LGT — — — —I I - -- - I \ d eG o • --- -- f 0)' CLG. oo 22 1/2"x54" o PONY WALL 1 I 5'-10y 00 �, ATTIC ACCESS GARAGE SHALL COMPLY ° Q _ 2668 I 1-1 00 ABOVE NOSE OF I __ __ __ 00 N I WITH SECTION�R309 OF ° I „ TREAD w/OPEN 2004 FBC 2860 SH EGRESS "' 4— HANDRAIL -- — " � _ WATER 0 84 AFF' - -- n`�c OF ERI P a� p T �� ll o _ NO SHELVING OR R� — LO p. 0 ROR I I GARAGE \ D Gcn 10' CLG. -' MASTER SUITE N �F�NCLOSET A CL SETOR -- " " ' N ��- � ,�— BA � I 1 I 19-6 x 21 -2 / :� 4D 10 CLG. " o EQUAL __ _ __ — 10 CLG. ¢ 4" ROU D STEEL PIPE 15'-6* x 15'-5" L—'-JL _ 10 CLG. WELDED TO 0 0 (DI i FULL GAS 1 " X 16" 3/8"10 - " BEDROOM 2 PACKAGE W/ STEEL PLATE _ I OUTLET FOR NO SHELVING OR ROD 11'-3" x 13'-0" - J `'' o (4 1/2 WEDGEJ� o I H/W HEATER, AN HOR IN E CH ' o • DRYER, COOK COR ER ATT�ED 4 ° 30" AND Colo I D/S I �;' o M TOP, A E 0 THXKENED p ° p o co / SLAB 2860 SH "' NO MIRROR U / tic— ® 84" AFF „ „ 3, CORNER W w� 1 HR FIRE TED ALL 00 8 9 3'--6" S ELVES 00 CO 0 N CL 10' CLG. 6,_5„ S1 OWER� cocl- w w o 17 17 ' C�l CV { C I N 11 t_�A \I 10'-1 1/8 PLT. _ i 3060 SH ip 10'-1 1/8 PLT. 3060 H m 10'-i 1/8 PLT. [� JHB 3060 S 306 SH RECESSED LO( 110 CLG. I -1%4 co " • ► I cn ® 84 AFF ® 84 AFF 00 RENNAI GAS WATER HEATER I 0 84 FF ® 8 AFF I i 1 _ I `�' 4' X - 8" GLS 1 '-1 1 LT. j ROUND MARBLE BE ICH BLKS 84" AFF 8" GLASSLKS (TYP.) CONDENSER SHOWER ALVE ON D ERENT GLASS S HT. TOP OF „ WALL TN SHOWER EAD BLOCK J'. 7'-6" A.F.F. 14-8 3'-4y" 9'_6Y2 3_i„ 2#-9 6'-11Y2"2'-6Y2" 6'-11y" 2 5'_g„ 2._�" 6'-11Y2" 2,_2„ 20'-3y" 16'-0" 18'-0" 32'-0" 66'-0" MAIN FLOOR PLAN SCALE: 1/4"=l'-O" 0 AREA TABULATION M � r LL -0_P 0 R F 'i 8 28 MAIN FLOOR PLAN 1478 SQ.FT. o = SECOND FLOOR 450.62 SQ.FT. �°�2%.62 ml 07 M. NQ; AREA SQ.�� . FRONT PORCH 194 SQ.FT. Paradise Preserve 248 SQ.FT. 4 GARAGE 458 SQ.FT. SHEET TITLE SHEET MAIN FLOOR PLAN T(1T A I APPA 9R9-q A7 Qn I=T A n -1 ll r R ffi CL L N `u N Q Z J J W W W w 0 fn (A co) W W W co) cr. w ix L r ( n� V / W 38'-l)/22' (,.n o i W 16 1-7 3'-9y" 5'-11)/2" 3'-6" 4'-6. 3'-9)/2' Z 1'-4" 12'-0" S-3" co 12' - 2 ROWS OF 6" GLASS BLOCK 12" BLOW CEILING (2 ROW) RIS 'g m$ --- ------------------------ ' -`c a� xx CV 'C iQ 14'-2y" q 8,� 11 �"' 5'-0" u- 5068 -9 I2 v C� ---- 5'-7y 5'-1Q 4" m`� OPT. LOFT/ OFFICE -------- ATH3 U, Eve THEDRAL CL ' CATHEDRAL CLG --- --- w _I 16'-4" x 13'-0' o EAD RD WAIN T a°a -------- L -J L c � 11 " 14'-2Y2"/ 2'—4y -- 5'— 1 CD 11 -9 2 12 X12 FLAT 120X12" flFAR FOR CLG. FAN --- --- NO MIR OR N ' - ---- I co BEDROOM 3 cn ® w I - w CATHEDRAL CLG w _ I DOW 4 I S I " " = I I of x 11 -2 x 10-8 a a w N @ 6. IE RI ER N4 w w u- C-4 I co U Q o0 O O I I I I N 04 M co I I I I I 3050 S ® 3050 SH ® 3050 H 0 80" AF 80" IFF 80" A F 2'-6" 14'-1" 12'-3)/2' 6'-9" 2,-6" 38-1 2 NOTE: PROVIDE ARC FAULT IN ALL BEDROOMS C�l SECOND FLOOR PLAN SCALE: 1/4"=l'-O" AREA TABULATION0 LL -01 cmv J Q MAIN FLOOR PLAN 1478 SQ.FT. co� SECOND FLOOR 450.62 SQ.FT. o 2 m a.u- TOTAL A/C AREA 1923.62 SQ.FT. FFZWT ?0?RC" V"�A SQ.77 . 4lZfbkR:). 248 SQ.FT. Paradise Preserve GARAGE 453 SQ.FT. TOTALAREA 2823.62 SQ.FT. SHEETTITLE SHEET SECOND FLOOR PLAN A n n x'11 c �S g &I EP O O r N N W Q Z � � W W W w cn c� cn � w w w L r V l 5 � � W AD.2 AD.2 � 2'-0" ( V J 10'-1 1/8"PLT. 8:12 10'-1 1/8"PLT. - 8:12 SLOPE SLOPE .e FLAT CEILING ° - — o p p `' a � •9,^ a L G Q p C4 � 3 C lxQ uj PF n N clq o FLAT CEI 00 N Lo u., > c o CEILING B K LINE Na° (%,. ' o cV a- 00 FLAT CEILING i v, aQ- r8 r`' FLAT CEILING t °ter° AD.2 � � o � 0 13-1/2:12 egSTq SC—LOPE p r 1 a { FLAT CEILING 1 _0" p 10'-1 1/8"PLT. IS CATHEDRAL CEILING T- P� p i dp CN � do Np T CEILING ROOF SADDLE fl ADJUST FOR f AD.2 b d 0 STgR� V OFFICE OPT. FLAT CEILING o q Y O° —' G p p h En7 N w AD.2 T CEILING03 I p Q p R1 O O° c � i RIDGE 7 JO U) p FLAT CEILING FLAT CEILING FLAT CEILING RIDGE � 5 FLAT CEILING A AD.2 p RIDGE N w i 4 n- p Q C60 i n. FLi T CEILING 1 9 U) ! AD.2 c � p G AD.2 — � o co I tL ZY \ _ l `FLAT CEILING FLAT CEILING +, ------------ -------------- Y 10'-1 1/ "PLT. 10'-1 1/8"PLT. �- T Lj 8:12 8:12 co o co 4 �.2 0 M � J LL O c N ROOF LAYOUT rtm SCALE: 1�4"=1'-0" °o°E o o2 = aLLa JOB No. Paradise Preserve SHEET TITLE SHEET ROOF LAYOUT A r% e% � 1 ! 1 r EXTERIOR �$ ELEVATION NOTES �� . cc [NOTE-EXTELEV] W . 1. GRADE CONDITIONS MAY VARY FOR INDIVIDUAL SITE FROM THAT SHOWN. ' BUILDER SHALL VERIFY AND COORDINATE g $ PER ACTUAL SITE CONDITIONS. _ 2. PROVIDE ROOF AND SOFFIT VENTS AS T-8"x 2'-8"GABLE END WINDOW REQUIRED BY CODE AND MANUFACTURERS 12 SPECIFICATIONS.R ROUND WINDOW 8 9"R ROUND WINDOW W/BLACKEND GLASS 0CN 8'-1 1/8"PLT �- Z J J 12 < ' 5 LAP SIDING 8 w wcl w w cA cn vi ww w SHAKE SHINGLES w SHAKE SHINGLES `� L r 12 _ 0'-0"2ND LEVEL F.F. 3 5 - U 10'-1 1/8"PLT. ASPHALT SHINGLES 10'-1 1/8"PLT. m n 8 �/ - o 7'-8"PLT. �- W IRV 4"FRIEZE(TYP) W Z 4"TRIM (TYP) iE GALVALUME g w > 0 ow m�� �t v 0'-0"F.F. 0'-0"F.F. ?i J we" d GRADE GRADE > �; 0 c IN 42"HANDRAIL 8"BAND(TYP) 8"X8"FRAMED COLUMN a0 a OBSCURE GLASS SIDE LITE Front E - u SCALE: 1/4!=l$—oft 8'-1 1/8"PLT. -ASPHALT SHINGLES CIZI 12 12 i 3.5 0'-0"2ND LEVEL F.F. 3.5 12 _ IRV 10'-1 1/8"PLT. 10'-1 1/8"PLT. LAP SIDING 4"FRIEZE(TYP) 4"TRIM (TYP) ( — 0'-0"F.F. Ik 8"X8"FRAMED COLUMN Y GRADE 8"X8"FRAMED COLUMNI 42"HANDRAIL 8"BAND(TYP) SCREENED PORCH 0 Rig ■ J t� LL eva ionglg a . xt SCALE: 1/4 =1 —0 m°€ o au.a L • d08 KO. Paradise Preserve SHEETTITLE SHEET FRONT&RIGHT ELEVATIONS An A gll EXTERIOR ELEVATIONNOTES W � � � [NOTE-EXTELEV] . 1. GRADE CONDITIONS MAY VARY FOR INDIVIDUAL SITE FROM THAT SHOWN. BUILDER SHALL VERIFY AND COORDINATE PER ACTUAL SITE CONDITIONS. - 2. PROVIDE ROOF AND SOFFIT VENTS AS REQUIRED BY CODE AND MANUFACTURERS SPECIFICATIONS. } W Q Z J J 1 x 6 TRIM ATTACHED TO W W W O w N 0 0 FACIA co w w w 9"R ROUND WINDOW L W/BLACKEND GLASS 8'-1 1/8"PLT. 12 ■ W 4" FRE:IZE(TYP) 8 s = cno ASPHALT SHINGLES W 12- 3.51 23.5 UZI 2ND LEVEL F.F. 10'-1 1/8"PLT. 10'-1 1/8"PLT. co co a� ti LAP SIDING co d � m u. 4"FRIEZE(TYP) ccx ;z I r� J m � 4"TRIM (TYP) e N d 4, a° a 0'-0"F.F. 0'-0"F.F. GRADE GRADE SCREENED PORCH 8"BAND(TYP) 8"X8"FRAMED COLUMNS Rear Elevation- SCALE: 1/4"=l'—Ow ASPHALT SHINGLES— 8'-1 1/8"PLT. 8'-1 1/8"PLT. d� co 12 1 wf^ W 0'-0"2ND LEVEL F.F. 0'- ND LEVEL F.F. LAP SIDING 10'-1 1/8"PLT. 10'-1 1/8"PLT. 4" FRIEZE(TYP) 4"TRIM (TYP) 0'-0"F.F. 0'-0" F.F. u— c 'All IM GRADE GRADE o 8 BAND(TYP) a u.in c0 ■ O d = L a. sos No. Left SCALE: 1/4"=1'-0" Paradise Preserve SHEET TITLE SHEET REAR&LEFT ELEVATIONS A n c l �l I Bit co 31 „ ,— ul- „ 3,-3” 2'-6" 10 6 3 —3 41/1'—3 2 0 2 1 le L CT �- N QW Z J J N N > w w Id CD �-oow ? » N W W W W 0 0 OU7-0 U-0 16-- JjLJ LL--- LL— U� �--- I n KITCHEN M = W O m0 N N CABINET ELEVATIONS -Ef �v x �•c to SCALE: 1/2"=1'-0" m° �t Vc J m V v N� d 8 C O va° a 2'-0" 1'-9" 2'-6" 1'-9" 2'-0" oe 0 0 a + N ffiEH r , » 4 —0 N I Qo + o 1% r% 1% 03 KITCHEN CABINET ELEVATIONS_ SCALE: 1/2"=1'-0'* 0 0 0 0 0 0 0 0 0 o f o 0 0 0 `D NO MIRROR NO MIRROR NO MIRROR + I �rIle -41F Qo 2'-6" 2,-6 2,-6" 0 0 0 O M � O O O 00 0 LL i O c N N 0. oar awa MASTER BATH BATH 2 BAT • dOB NO. Paradise Preserve CABINET ELEVATIONS- CABINET ELEVATIONS- CABINET ELEVATIONS SHEET TITLE SHEET SCALE: 1/2"=1'-0" SCALE: 1/2"=l'-Om SCALE: 1/2"=1'-0" INTERIOR ELEVATIONS A n �l 1 ELECTRICAL KEY r C .9 .2 E$ SINGLE POLE OUTLET W DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER Wp WEATHERPROOF DUPLEX OUTLET 35 GFI GROUND-FAULT CIRCUIT-INTERRUPTER g '$ DUPLEX OUTLET b - f HALF-SWITCHED DUPLEX OUTLET� a ® SPECIAL PURPOSE OUTLET/JUNCTION BOX L -I::-- DUPLEX OUTLET IN FLOOR r 0 220V 220 VOLT OUTLET ® OVERHEAD DUPLEX 8 F4--o- WALL SWITCH } `8W } Z J J F&4-3 THREE-WAY SWITCH F"o-4 FOUR-WAY SWITCH R RHEOSTAT SWITCH o w w w w co co co DM DIMMER SWITCH w w w w REINFORCED JUNCTION BOX co -0- CEILING MOUNTED INCANDESCENT L LIGHT FIXTURE r T WALL LFl MOUNTE ED INCANDESCENT LIGHT-{ RECESSED INCANDESCENT LIGHT FIXTURE -- -mom W RECESSED ADJUSTABLE EYEBALL N ■ INCANDESCENT LIGHT FIXTURE u -�- INCANDESCENT LIGHT FIXTURE — PC WITH PULL CHAINHB ( n — — — — — — — — — — — — �J J EXIT LIGHT O EMERGENCY LIGHT rnrn • FLUORESCENT LIGHT FIXTURE / I FLUORESCENT LIGHT FIXTURE —� - WITH PULL CHAIN co N ----�--N ° ° �° ° TRACK LIGHT � ti ° ° Q EXHAUST FAN (VENT TO EXTERIOR) ci I CARPET I i TIL /� ( I ° ° ° ° a W m ° U ° EXHAUST FAN/LIGHT COMBINATION , p (VENT TO EXTERIOR) 0 o EXHAUST FAN WITH iHEAT LAMP 00 E (VENT TO EXTERIOR)I a PB CHIMES � 00 N rY I - - - - - - - - - - - - - - - - VVP I I oQPB PUSHBUTTON SWITCH a / CLG. BRK. I ` j o �� GFl Fl Q SMOKE DETECTOR PREWIRE — — �. ( — --� WP I I o r I / I FOR I 1 I I �___�` I ° Q ® HEAT DETECTOR (D a s I \ --- - - oo CO2 DETECTOR I PENDENT I LIGHTING � � I �/ \� � ° I I - -- a Q THERMOSTAT I I I ABV. THE I J°� - O I / \ i s SPEAKER a— � BAR I o � I I CARPET I a_3 ° p PHONE (1-CAT3) I I oN o I \ a I I ` TLE CPT. CPT. T E LO ATE o TO ( ° N DDC (1-CAT5, 1-RG16) I TOE I Y E WALL ° ® MDC (2-CAT5, 2-RG6) t LE ELECTRIC METER FLOOR I �I I _ _ \ ( I / ELECTRIC PANEL I I I ALONG F_____'_ -� _ THE - - - I 1 1 a CABINET I FIEF / _ _ i ° CEILING FAN PREWIRE �■■� I I —�— I — \ rr _ -�r'- 4 °c� (PROVIDE ADEQUATE SUPPORT) GFI - 1 I LWN�J I I � ---� � UNDER I Y I I I -:° CEILING FAN / LIGHT PREWIRE a I LIGHTING � �_____��_____� ,�"- � \ 1 I Im 4 c (PROVIDE ADEQUATE SUPPORT) I I \ I I CABINET I c� TILE I El I I� \\ 4 CLG_BRK. \ �'" � � . — , -------- , a ELECTRICAL NOTES: -------- 0 I I 1 TILE W ------ \ ° ° [No�CTM] -------- 3 =h_ B ` \ ° 1• PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE / _ _ ,.�._ \ ° ° DETECTORS AS REQUIRED BY' NATIONAL FIRE . i ~ ATER \ ° � PROTECTION ASSOCIATION (NIFPA) AND MEETING ._... a. DDC I \ Q , a ° THE REQUIREMENTS OF ALL GOVERNING CODES FI v \ � G I 0 TNER OP I \ PROVIDE AND INSTALL GROUND FAULT LOW VOLT - -- _ - 2• CIRCUIT-INTERRUPTERS (GR) AS REQUIRED BY \ \ G TOP ® 72" , 1 --® a NATIONAL ELECTRIC CODE (NIEC) AND MEETING XPfde ____ _ ® THE REQUIREMENTS OF ALL GOVERNING CODES. ;=04 ECIALTY WIRING A �� I 1 I / �, -°. . t, ELECTRICAL CONTRACTOR TO PROVIDE REQUIRED ETC.. TO BE WIRED T -- --- TIL Q L _y_ J / ( ° 3. DIRECT HOOK-UPS/CUTOFFS, CARPET THIS CLOSET CARPET CARPET G / / i ° HVAC CONTRACTOR TO VERIFY THERMOSTAT I / i ° °4 4. LOCATIONS. O03 I I a � °° 5 ALL ELECTRICAL AND MECHANICAL EQUPMENT (I.E. i / a ° FURNACES, A/C UNITS, ELECTRICAL PANELS, ` // ° 1 ° . ° SANITARY SUMP PITS, DRAIN TILE SUMP, AND WATER HEATERS) ARE SUBJECT TO RELOCATION DUE TO FIELD CONDITIONS. / b. ° OUTLETS IN BACKSPLASH I ` 4 ELECTRICAL DEVICES. ABOVE FINISHED FLOOR: I SWITCHES OVER COUNTER. . . . . . . . . .48" TO CL tr GP TILE i CARPET WALL OUTLETS OVER COUNTER. . . . . . .48" TO CL I \ I REMAINING SWITCHES . . . . . . . . . . . .48" TO CL �■� I WALL OUTLETS. . . . . . . . . . . . . . . .16" TO CL I I i BATH VANITY BRACKET OUTLET • i NAI GAS WATER HEATER (1" ABOVE TOP OF MIRROR). . . . . .88" TO CL 1,2 WATER SOFTENER AND SUMP OUTLETS 48" TO CL II TELEPHONE OUTLETS. . . . . . . . . . . . .16" TO CL I TELEVISION OUTLETS. . . . . . . . . . . . .16" TO CL EXERIOR GFl 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 CL 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 o DOORBELL BUTTON. . . . . . . . . . . . . .LEVEL W/ DR HANDLE MAIN FLOOR ELECTRICALKITCHEN WALL HUNG MICROWAVE OUTLET . . . . . . . . . . . . . . . . . .76" TO CL -' LL KITCHEN DISHWASHER RECEPTACLE . . .UNDER SINK oc N SCALE: 1/4"=l'-O" li KITCHEN RANGE . . . . . . . . . .. . . . . .24" TO CL S E° 8 xc KITCHEN REFRIGERATOR. . . . . .. . . . . .48" TO CL m G o NOTE: PROVIDE ARC FAULT IN ALL BEDROOMS WASHER/DRYER OUTLET. . . . . .. . . . . .48" TO CL °,i L �• 0. JOB NO. CL = CENTER LINE 1 = FIELD VERIFY Paradise Preserve 2 = MASTER BATH STANDARD 30" HIGH VANITY TO BE RAISED 4" SHEET TITLE SHEET MAIN FLOOR ELECTRICAL r— 4 �'1 I ELECTRICAL KEY g _ �$ SINGLE POLE OUTLET DUPLEX CONVENIENCE OUTLET . DUPLEX OUTLET ABOVE COUNTER (a Wp WEATHERPROOF DUPLEX OUTLET GFI GROUND-FAULT CIRCUIT-INTERRUPTER ' DUPLEX OUTLET HALF-SWITCHEDLEX OUTLET UP D ® SPECIAL PURPOSE OUTLET/JUNCTION BOX L 43: DUPLEX OUTLET IN FLOOR r 220V 220 VOLT OUTLET ® OVERHEAD DUPLEX c N �- WALL SWI TCH } z J J ►-3 THREE-WAY SWITCH g -4 FOUR-WAY SWITCH R RHEOSTAT SWITCH w w w ui DM DIMMER SWITCH N w w w ce Ir O REINFORCED JUNCTION BOX _ CEILING MOUNTED INCANDESCENT LIGHT FIXTURE WALL MOUNTED INCANDESCENT LIGHT FIXTURE - - RECESSED INCANDESCENT LIGHT FIXTURE ■ W RECESSED ADJUSTABLE EYEBALL0 u INCANDESCENT LIGHIT FIXTURE m { - INCANDESCENT LIGHT FIXTURE T pC WITH PULL CHAIN n EXIT LIGHT / / 0 EMERGENCY LIGHT - W •® FLUORESCENT LI T TU GH FIXTURE FLUORESCENT LIGHT FIXTURE WITH PULL CHAIN c� N TRACK LIGHT a 0 EXHAUST FAN (VENT TO EXTERIOR) co N EXHAUST FAN//LIGHT COMBINATION d (VENT TO EXTERIOR) 5 i g 0in 0� - ] EXHAUST FAN WITHI HEAT LAMP s (VENT TO EXTERIOR) d ® CHIMES H�'PB PUSHBUTTON SWITCH a� Q SMOKE DETECTOR a° a ---------------------------- HEAT DETECTOR =31:V� ® CO2 DETECTOR TO THERMOSTAT SPEAKER --- ---- O b PHONE (1-CAT3) -- H DDC (1-CAT5, 1-R;G6) EAD�RD WAIN T - - - - - - - - - .� - - - - - - — -- ,� - - - - - MDC (2-CAT5, 2-IRG6) Sp DSD ELECTRIC METER © ELECTRIC PANEL CEILING FAN(PROVIDE ADEQUA�IEESUPPORT) r i i i r i r 1 Si l QOW 1 4 r r r @ 6• rE RI#E � r i r i - CEILING FAN / LIGHT PREWIRE . 4 -� 4 (PROVIDE ADEQUATE SUPPORT) ELECTRICAL NOTES: 1No'm_ucFx1 1. PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE � DETECTORS AS REQUIRED BY NATIONAL FIRE PROTECTION ASSOCIATION I(NFPA) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES PROVIDE AND INSTALL GROUND FAULT 2• CIRCUIT-INTERRUPTERS (GFT) AS REQUIRED BY NATIONAL ELECTRIC CODE (NEC) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. ELECTRICAL CONTRACTOR TO PROVIDE REQUIRED SECOND FLOOR ELECTRICAL3. DIRECT HOOK-UPS/CUTOFFS. HVAC CONTRACTOR TO VERIFY THERMOSTAT 4. LOCATIONS. SCALE: 1/4"=1'-0" ALL ELECTRICAL AND MECHANICAL EQUPMENT (I.E. 5' FURNACES, A/C UNITS, ELECTRICAL PANELS, Y SUMP SUMP, AND NOTE: PROVIDE ARC FAULT IN ALL BEDROOMS WATEa EATERS)PITSARE SUB ECTLTO RELOCATION DUE TO FIELD CONDITIONS. ELECTRICAL DEVICES: ABOVE FINISHED FLOOR: SWITCHES OVER COUNTER. . . . . . . . . .48" TO CL WALL OUTLETS OVER COUNTER;. . . . . . .48" TO CL REMAINING SWITCHES . . . . . . . . . . . .48" TO CL WALL OUTLETS. . . . . . . . . . . . . . . .16" TO CL BATH VANITY BRACKET OUTLET (1" ABOVE TOP OF MIRROR). . . . . .88" TO CL 1,2 WATER SOFTENER AND SUMP OUTLETS 48" TO CL TELEPHONE OUTLETS. . . . . . . . . . . . .16" TO CL TELEVISION OUTLETS. . . . . . . . . . . . .16" TO CL EXERIOR GFI OUTLETS. . . . . . . . . . . .16" TO CL GARAGE GFI (ABOVE GARAGE FLOOR) 48" TO CL FRONT DOOR COACH LIGHT. . . . . . . . .84" TO CL GARAGE DOOR COACH LIGHT, (ABOVE GARAGE FLOOR) . . . . . . .84" TO CL 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 o DOORBELL BUTTON. . . . . . ., . . . . . . .LEVEL W/ DR HANDLE KITCHEN WALL HUNG MICROWAVE M OUTLET . . . . . . . . . . . . . . . . . .76" TO CL U— KITCHEN DISHWASHER RECEPTACLE . . .UNDER SINK o N KITCHEN RANGE . . . . . . . . . . . . . . .24" TO CL KITCHEN REFRIGERATOR. . . . . . . . . . .48" TO CL ?o WASHER/DRYER OUTLET. . . . . . . . . . .48" TO CL a ua L f JOB NO. CL = CENTER LINE 1 = FIELD VERIFY Paradise Preserve 2 = MASTER BATH STANDARD 30" HIGH VANITY TO BE RAISED 4" SHEET TITLE SHEET SECOND FLOOR ELECTRICAL r- 4 11 PASCHALL RESIDENCE Lot 36 ]Paradise ]?reserve Atlantic Beach, Florida BESTCON Homes NNW 1=1 [771111 H...-I a � � � INDEX OF DRAWINGS : F77 � � � General Notes Foundation Plan Main Floor Plan Second Floor Plan Roof Plan Front & Right Elevations Rear eft Elevations Main Floor Electrical Plan Second door Electrical Plan 1. All work performed shall comply with all applicable Local and State Building codes, Ordinances,and Regulations and all other authorities having Jurisdiction. 2. Minimum Design Loads: FLOOR: 40 P.S.F.Live Load 10 P.S.F.Dead Load ROOF: 40 P.S.F.Live Load 10 P.S.F.Dead Load Verify design loads with local Building codes and conditions.Refer to Structural Engineering for all structural details,specifications,and notes. LAYOUTS 3. CONCRETE 6. INSULATION 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 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 where inadequate soils or landfill occurrences require special or additional design for spaces,plus R-19 at exposed floors. All insulation to meet HUD minimum property specs. structure or gas mitigation due to these occurrences. R-11 balls at fireplace chase walls and under fireplace unit. A2.2 A2.3 ROOF PLAN B. All design,revisions„engineering,installation and liability of soil conditions,gas mitigation A2.4 FRONT & RIGHT ELEVATIONS and structural desigris due to inadequqte soils or landfill occurences shall be the BM BEAM responsibility of the"Builder-Developer"or it's subcontractors Involved with the design and 7' DRWALL B.M. BENCH MARK A2.5 REAR & LEFT ELEVATIONS installation of such;and the Architect shall not be held liable or responsible for their BP BI-PASS(DOOR) implementations. A. ,. BRG BEARING INTERIOR ELEVATIONS P All walls to havey2 gypsum and all ceiling tclsum 'ceiling board unless BRK BRICK noted otherwise. B.S. BOTH SIDES BSMT BASEMENT B. Use water resistant gypsum board for exposed walls and ceiling at shower and tub wall BTM OR BOT BOTTOM ELECTRICAL C. Contractor shall be responsible for size,location and installation of revised steel reinforcing areas receiving fiberglass enclosure. BTWN BETWEEN per local codes or specific soil conditions,whichever is more restrictive. BVL BEVELED B.W. BOTH WAYS 8. INTERIOR TRIM AND FINISHES to be selected by contractor. CAB CABINET E1.1 MAIN FLOOR ELECTRICAL PLAN D. Soil test must be approved by Geo technical Engineer prior to footing pour. C.B. CATCH BASIN CEM CEMENT S SC SOLID CORE(DOOR) 9. DOO &VVINDM CER CERAMIC CF CUBIC FOOT E. All concrete footings,are designed to bear on minimum soil pressure of 3000 p.s.f.and CHAM CHAMFER SEC SECTION shall be placed on firm,undisturbed soil 3"-6"minimum below grade. Contractor to A. All patio doors-operable leaf inside. C.I. CAST IRON HWD HARDWOOD(FLOORS) DETAILS reinforce concrete footings and poured concrete walls as required for specific soil conditions C.I.P.CONC. CAST-IN-PLACE GONG. SF.GL. SAFETY GLASS or local codes,whichever,is more restrictive. B. Door and window infiltration shall be in accordance with local ordinance and shall meet CIR CIRCLE I I.B. IRONING BOARD S.G.D. SLIDING GLASS DOOR performance standards ANSI/AAMA 101-88 for metal windows DH-C40 for vinyl windows CIRC CIRCUMFERENCE I.D. INSIDE DIAMETER SH SINGLE HUNG OR SHELF(VING) and the CRF shall not be less than 55. C.J. CONTROL JOINT OR CONSTRUCTION JOINT SHT (DRAWING)SHEET CK CALKING)CAULKING) I.M. INSULATED METAL AD.1 FOUNDATION & WALL SECTIONS 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(TION) SIM SIMILAR CLG CEILING INT INTERIOR SKL SKYLIGHT AD.2 ROOF SECTIONS C. Provide Insulatingdouble glazing at all exterior lass areas and tempered lass in all sliding CLR CLEARANCE) g g g � g � CLS CLOSURE OR CLOSER(DOOR) JST JOIST(FLOOR oR'ROOF) G. Provide minimum 4"concrete cover at under stab utility locations. When concrete glass doors and in windows as per local codes. CM CENTIMETER(S) J JT JOINT AD.3 M i SC DETAILS encasement of utility lines Is required,increase slab thickness at the Witty line. Install CMU CONCRETE MASONRY UNIT SPEC SPECIFICATIONS A D 4 M I SC DETAILS utilities lines well below slab. C.O. CASED OPENING KD KNOCKDOWN(CEILING) SPK (AUDIO)SPEAKER(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 AD.5 M ISC DETAILS H. Provide isolation joint material(asphalt impregnated)between foundation walls and all slabs GONG CONCRETE KPL KICKPLATE(ON DIOOR) STG OR STO STORAGE including patio, porch and sidewalks. COND (AC)CONDENSER KIS KNEE SPACE STL STEEL CONST CONSTRUCTION 10. MECHANICAL&ELECTRICAL CONT CONTINUOUS LAM. LAMINATESTR STRUCTURAL LD) SO TRSQUARE CONTR CONTRACTOR LAV LAVATORY(SINK) SUS SUSPENDED I. Provide"Zip Strip"or tooled control joints where indicated on the foundation plans. CORK CORRUGATED L.B.O. LOCATION BYOTh4ERS S.W. SHEAR WALL A. All electrical and plumbing requirements shall comply with local buikling codes. AA outdoor, CPR COPPER LIV LIVING DIMENSION NOTE 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 4. FRAMING Service panels to be(min.)20 circuit,100 amp,110 volt. CRS COURSE(S) L.P. LAMINATED PLASITIC T T.B. TOWER BAR CSMT CASEMENT LT LIGHT T.B.D. TO BE DETERMINED C.ST. CAST STONE L.T. LAUNDRY TUB TC TERRA COTTA DIMENSIONS ARE TAKEN FROM FACE OF STUD TO A. Laminated veneer lumber(LVL)shall provide the design values equal to or exceeding the C.T. CERAMIC TILE LTL LINTEL T.C.J. TROWELED CONTROL JOINT FACE OF STUD,UNLESS OTHERWISE NOTED. following: B. Provide gray box for washer and provide solid metal dryer vent t CTR CENTER OR COUNTER ling g y p ry (aped-rro screws)t0 LVL LAM VENNER CUMIBER(BEAMS) TEMP. TEMPERED(GLASS) exterior. CX CONNEXTION LVR LOUVER CY CUBIC YARD T&G TONGUE&GROOVE 2800 psi im Bend!%Fb TEL TELEPHONE 285 psi in Horizontal Shear,Fv C. All sewer and water sleeves to be depth and separation as per local code below adjacent D 12"D 12"DEEP MM METERS) THK THICK(NESS) 2,000,000 psi in Modulus of Elasticity,E finish grade. MAX MAXIMUM D DRYER,OR DRAIN MAS MASONRY THR THRESHOLD DBL DOUBLE T.O.C. TOP OF CONCRETE B. Unless otherwise noted,all dimension framing lumber shall have an allowable bending DECO DECORATIVE MAIL MATERIAL T.O.F. TOP OF FOUNDATION 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'-0"inside or outside of the building line unless noted DEM DEMOLISH,DEMOLITION MECH MECHANICAL T.O.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 nolted,provided: E. In all buildings a continuous conduit shall be installed from the water meter to an exterior D.F. DRINKING FOUNTAIN MIN MINIMUM TV TELEVISION OUTLET OR LOCATION remote water meter reader at a location to be approved the Water D DH DOUBLE HUNG MIR MIRROR pp by apartment. The TYP TYPICAL 1. All trusses shall be securely braced both during erection and after permanent Installation in conduit shall be capable of accepting a low voltage minimum 2 conductor cable supplied DIAM DIAMETER MISC MISCELLANEOUS a builds in accordance with comments and recommendations as the Truss and installed b the electrical contractor.The cable shall be DIM DIMENSION MLD MOULDING UC UNDERCUT(DOOR) � commentary published� The water department shall make the connections. copper and a minimum#18. D.L. DEAD LOAD MM MILLIMETERU UNF UNFINISHED Plate Institute. p ON DOWN(STAIRS) MMB MEMBRANE U.N.O. UNLESS NOTED OTHERWISE D.P. DAMP-PROOFING M.O. MASONRYOPENIMK?! DIMENSIONS ARE TAKEN FROM FACE TO FACE OF MASONRY OR DOOR MOD MODULAR UNIT OR FACE OF MASONRY UNIT TO FACE OF STUD. 2 " VB VANITY BASE h h density T&G Plywood subfloor glued and nailed. Parcel span rating shall be APA DRY DRYER MACHINE MRB MARBLEV V.B. VAPOR BARRIER 24/3 , Exposure 1,with sealed edges. install per manufacturers'spacing and edge DS DOWNSPOUT MTL METAL V836 36"WIDE VANITY BASE recommendations. F. Water service shall be 1"minimum from each exterior shut off valve. DIS DRAWER STACK(CABINET) MT MOUNTED(ING) VERT VERTICAL D.T. DRAIN TILE MULL MULLION OR MULLLED VIN (SHEET)VINYL DTL DETAIL V.S. VEGTABLE SINK 03 3 Y"underlayment(minimum)under vinyl or tDW DISH WASHER NIA NOT APPLICABLE V.T. VINYLTILEhe on wood frame floor systems. G. All shower head heights to be 80"AFF at fiberglass showers and 84"AFF at ceramic DWG DRAWING N.I.C. NOT IN CONTRACTr W $=Milll showers. DWR DRAWER NL NAILABLE W3630 36"W X W'H WALL CAB EA EACH N T..S. NOT SCALE W WIDE OR WASHING MACHINE NAL 4• Mini"high density O.S.B.wood roof sheathing with'H'dips.APA panel span rating shall E WC WATER CLOSET be 24 0,exposure 1,with sealed es.Install per manufacturers' and EB EYEBROW(FLAT ARCH) N.G.V.D. NAT.GEODETIC VFERTICAL DATOM recommendaticim p IMPORTANT NOTE. CITS E.F. EACH PANSIOE OA OVERALL WF WIWD DEFLANGE(STEEL BEA" E.J. EXPANSION JOINT O 065 OBSCURE(GLASS)) WH WATER HEATER ALL REFERENCES BY STRUCTURAL & MEP EL ELEVATION O.C. ON CURE( W.H. WALERHEA L HUNG D. Roof truss systems shall be fabricated with wood chords and wood webs in accordance with ELEC ELECTRIC(AL) O.CAB. OVERHEAD CABINEET WI WROUGHT IRON designs reared under the supervision of a registered rofessionai engineer. ENGINEERING WILL S U P E RC E D E ALL NOTES E.P. ELECTRICAL PANEL NOTES, AL O.D. OUTSIDE OLAMETE"R WIC WALK-INCLOSE? g prepared p REFERENCES & CALLOUTS ON THE ARCHITECTURAL Es EST MATE O.G.D. OVERHEADGARA(GEDOOR WIN WINDOW OH OVERHEAD W/W/O WITH OR WITHOUT PLANS. NOTIFY DRAFTERS OF DISCREPANCIES & EEXG EXISTNGICWATER COOLER OPNG OPENING WP WATERPRooF(ING) OPT ESISTANT E. Roof trusses manufacturer shall submit 2 sets of sealed shop drawings to builder for CLARIFY CONFLICTING INFORMATION. EXH EXHAUST OSB ORIENTED STRANM BOARD W.S. WATER NAL W.R. WATER SOFTENER approval of roof trusses and beams EXT EXTERIOR WSCT WAINSCOT W.T.W. WALL TO WALL ATTIC VENT CALCULATION WWM WELDED WIRE MESH F. Minf B exterior grades plywood or OSB wood sheathing behind all masonry veneer,dryvk panes and cedar sidling.See elevations for locations. SYMBOLS G. Pressure treated lumber to be used where wood is in contact with concrete and for 2x4 mud FORMULA: sill. 1 SQUARE INCH VENT FOR EVERY 300 SQUARE INCHES OF CEILING H. Exterior deck construction shall be with pressure treated lumber with dimensions as *144 SQ. IN. = 1 SQ. FT. indicated on the plans. EARTH PLYWOOD BLDG. CEILING(SF)X 144= BLDG (SQ. IN.) • ELEVATION KEY OR SECTION KEY {SQ IN SHEET NUMBER b'`. SAND OR GRAVEL FILL ® INSULATING SHEATHING BLDG. .)/300-SQ. IN. OF VENT REQUIRED SQ. IN. OF VENT REQUIRED/2= 50%AT RIDGE&50%AT EAVES WOOD STUD PARTITION BATT INSULATION DETAIL NUMBER OR SECTION KEY SHEET NUMBER 3-20 WOAD POST OR 2-2X6 UNLESS OTHERWISE NOTED RIGID INSULATION ® ANGLE TE BRICK W CLOSET AREA TABULATION WATER ® CONCETE' ROCK CENTERLINE -- MAIN FLOOR PLAN 1473 SQ.FT. TYPE OF CONSTRUCTION.......... TYPE V (B� HB HOSE BIBB (FREEZE PROOF) .:d:.4..::.d: CONCRETE(B) SECOND FLOOR 450.62 SQ.FT. \ r OCCUPANCY CLASS..................... GROUP R-3 STONE TOTAL A/C AREA 1923.62 SQ.FT. (D GAS UNE STUB LAVATORY FRONT PORCH 194 SQ.FT. APPLICABLE CODES: ® STEL d PENNY 248 SQ.FT. 1. FL. BLDG. CODE 2004 - Residential DIMENSIONIAL LUMBER DOUBLE SINK 453 ® GARAGE SQ.FT.- L PERPENDICULAR • JOB NO. PLATE BLOCKING TOTALAREA 2818.62 SQ.FT. . SINGLE SINK Paradise Preserve ROUND OR DIAMETER ® FINISH GRADE WOOD SHEET TITLE SHEET GENERAL NOTES a FOUNDATION NOTES r NOTE-FOUNDAl14N 1. STRUCTURAL FOUNDATION PLANS SHALL BE BY OTHERS. SEE STRUCTURAL ENGINEERING FOR ALL STRUCTURAL DETAILS AND NOTES. 2. SLOPE GARAGE FLOOR 1/8" PER FOOT TO ' OVERHEAD GARAGE DOOR OPENING. 3. 4" CONCRETE SLAB w/ 6"x6"x10"/10" W.W.M. >? OVER 6 MIL VAPOR BARRIER OVER CLEAN WELL COMPACTED (MIN. 3000 P.S.I.) TERMITE TREATED FILL. (3000 P.S.I.) FIBERMIX OPT. 4. CONFIRM ALL INTERIOR BEARINGS WITH TRUSS ENGINEERING OR CONV. FRAMING PLAN. 66'-0" J. 5. SUPPLY SEPARATE CONDUITS TO ANY ISLANDS FOR GAS AND ELECTRIC. >.>. W } " Z J 121-611 12—0 7)-0" 14'-6" 20>—0» 6. CONFIRM ALL FLOOR OUTLET LOCATIONS D D WITH BUILDER AND/OR HOMEOWNER PRIOR TO SLAB POUR. 7. GENERAL CONTRACTOR TO PROVIDE SLAB o w w CONTROL JOINTS EVERY 400 SQ. FT. > ILIL low U I I I I I IIS a °- u�o NAIL ROOF SHEATHING = 0 - - IMPORTANT NOTE' I (PER STRUCTURAL) � 12 N° " FIBERGLASS SHINGLES OVER 30� REFER TO ROOF PLAN AND EAVE DETAILS _ " ( W VAIRES ON SHEET A2.2 FOR ROOF PITCHES FOR ALL 8'-0" 0 4'-6" I I I I I I --�` ° . FELT OVER 7/16" OSB BOARD OR HOUSES J.I I I I I SLOPE 1" I � p- � .- , o , � 15/32' PWD SHEATHING. H.H . O STRAP FOR TRUSS ANCHORAGE (SEE STRUCTURAL) AIR BARU BTW EA TRUSS TO MAINTAIN 1/2" MIN AIR R-30 INSULATION AT CLG. I ( I SPACE FOR VENT ' — VERIFY INTERIOR BEARING WALLS L—————_. ° ° WM1N TRUSS ENGINEERING `� �� 1 — I , ■ " I I I N I GALV. METAL DRIP 1/2' CEILING BD OR 5/8" GYP. BD Tr 0 g SLOPE 1 I I ° EDGE m r' I I I I CONFIRM LOCATION OF FLOOR I ( I a I OUTLET W/ SUPERINTENDENT , I I ( I WRAPPED ALUM. cx: ° N FASCIA OVER 2x8 0 m N I a co I I ( ( ° PERFORATED �, W> ZVINYL/I ° ALUM. SOFFIT 2 I I I vI I I a°a I -N I --- I N I 4 FRIEZE o R N I I �� DMLo r I IF 00 I I LL-___I�I ——— �2 PROVIDE MID-WALL BLOCKING FLAT WISE 0 Z, _-- ------------- — ---------- °°11 JOINTS IN SHEATHING = D ' I I I I I REF I , — - - - - - - - - o I I I I - '- " i SP i L - — ----- _----- -- ------ -.---- I o 2z STUDS ® 16' OC (MIN #2 SPF z ' II i - I I I I N L-------J —I I WISP I p D/SPI I I I I - �ocn 6'=l 0 _____�___=fi I I - ,- » L_ ° R-19 INSULATION.. P.T. PLATE w/ ANCHOR eFF4 '. BOLT'S PER STRUCTURAL a � fl 4" CONCRETE SLAB WITH W zeONC. SLAB w/ I 0D �' 6x6 NO. 10 WWM OR FIBERMESH. I I , ° ° 6"x6"x10/10 W.W.F. TYP. (3000 PSI. REINF OVER VAPOR BARRIER I I I p e .o p o . (1) # 5 CONT. FIBER MESH OPTIONAL). OVER CLEAN COMPACTED I I I TREATED FILL I 3'-0" e ° SLOPE GRADE AWAY.: � • ° � �, ALL SIDESA. Fl I I a L Q I °. a ° 6 MIL VAPOR BARRIER 1 , W TER ;' I I t 2 I SOFTN R LOOP '� , ° I I I I I I u o . . ° VIDA. t ° . . r, \//\\ / TYPICAL FOOTING (MONOLITHIC OPTIC I I Q I SEE STRUCTURAL FOR SIZE do REINFORCING I ° 24" X 24• X 12' I ° THICKENED SLAB I °° I II II I N w/g3)f5 ROAR RUNNING IN EACH DIRECTION Typical Wall Section as) � - - - - - - - - - - - - - - - � • I , » I ° °: SCALE: 1/2"=1,_0» I SLOPE F — - - 00 I a I 4'-0. 5- 2'-2"I I00 I --------------- --- 5'-9" -----; I -- -- --- - --- ------- I �' I I I I I I �— ------ --- --- . ------ tHB-- I I I I TAINKLESS " __ —,— I W.H. 0 4 CONC. PAD To — — — — — — I 00, FOR A/C Ilk Sk Luj I% _j J36706" CONCI PAD 5': ——————— —— 11 2" — ———————— \,--SEAM OWER EQUIPMENT 4'-0- ROOM R CESSED SHOWER PLUMBEF TO CONFIRM KOHLER 14'-8" STEAM SPEC. 5'_3Y2" 69-5" ,_0, 5._3Y" 120_011 20'_0" JX 16'-0" 18'-0" 32,_0» 66'-0" FOUNDATION- SCALE: 1/4"=1'-0" L • JOB NO. Paradise 'Preserve SHEET TITLE SHEET FOUNDATION A2.0 MAIN FLOOR NOTES NOTE-R-OOR 1. WINDOW GRILLS ARE STANDARD IN FRONT AND SIDE ELEVATIONS AND REAR ELEVATIONTO BE CLEAR GLASS. , 2. ALL UNDIMENSIONED PARTITIONS 66'-0" ARE 3 1/2' ROUGH. 3. ALL ANGLED PARTITIONS ARE 45 DEGREES UNLESS OTHERWISE NOTED. ' 8p-0" 4-6 12-0 7'-0" 149-6$9 20'-0" 4. PROVIDE MINIMUM 2-2x12's w/ 1/2' PLYWOOD FLITCH PLATE AT ALL EXTERIOR 2'-7y" 5'-4y2rr 2'-3" 2'-3" 6'-8" 7'-10" 4'-0" 12'-0" 4'-0" WALL OPENINGS AND INTERIOR BEARING all WALL OPENINGS UNLESS OTHERWISE NOTED. 5. 3-2x4's MIN. AT EACH END OF ALL BEAMS AND GIRDER TRUSSES UNLESS OTHERWISE g 8 NOTED. ALL SUCH CONCENTRATED LOADSui N 8)-0" 4-1" SHALL BE TRANSFERRED TO VIA BEAMS, POSTS AND/OR SOLID FOUNDATION ' D 10'-1 1 8 PLT. BLOCKING. =N 6. ALL EXTERIOR DIMENSIONS ARE TO FACE Ale8'-0" 5 8x8 FRAMED COL. OFFSET OF STUDS UNLESS OTHERWISE NOTED. °w co N i 1" FROM PORCH EDGE 7. ALL TRUSSES TO ®EAR ON EXTERIOR v W W _ N I c/) a — — — — WALLS AND/OR GIRDER TRUSSES UNLESS � CO OTHERWISE NOTED ON FOUNDATION PLAN. L N ® DINING ROOM oW� N C I Cl 8. TRUSS MFG. TO SIZE MEMBERS, FASTENERS, o o W, I ,_____ HANGERS & SET SPACING FOR ALL 10 CLG. s: . . . �` _ TRUSSES. (� «, I 11 -5 x go—Off v" I r ° 0 9. WINDOW SUPPLIER TO VERIFY AT LEAST SCREENED NA FOYER ��: .O a D _ 818 FRAMED COL. OF S T I ;r, ° 10 ONE WINDOW IN AL BEDROOMS TO HAVE M W 1" OM PORCH EDGE I 10 CLG. N a 10' CL . " o�f o °° COVERED PORCH Ibo ° D °. d D A CLEAR EGRESS OPENING OF 5.7 SQ. FT. », CO rn 6-8 x 7'—8 �, ; '� 10 CLG. I ___ ° A ^`�"`°- _ - WITH MIN. DIMENSION OF 24" IN HEIGHT AND . U F° ® ' '-0" x 17'-10" I ~�� p° 20" IN WIDTH; SILL HEIGHT NOT GREATER •� I 2860 SH THAN 44 ABOVE FLOOR. I D A 10. BALLOON FRAME ALL EXTERIOR WALLS ••• ADD STEPS TO I UKADL A5 RLQ. ® 84 AFF ( n - U J — (ABOVE 8'-1") TO UNDERSIDE OF ROOF 1011111BY CODE CLG. BRK I 1 I ADD STEPS TO �, SHEATHING - PROVIDE FIRESTOPPING I I „ —OHC �-� cl —OHC I EVERY 8'-0" VERTICALLY IN WALLS > 8'-1". 40.5 h WALL w/ 21" — 21"BE� GRADE AS REQ. � I - 0O 11. ALL HANDRAIL BALLUSTERS TO BE 15" BEC BARTOP BY CODE SPACED SUCH THAT A e SPHERE CANNOT I = RANGE w/ 15" .. ° . PASS BETWEEN BALLUSTERS. _ 36"MY.ABV. 2430" H 12. ALL ELECTRICAL AND MECHANICAL 0 ® 80 AFF I o EQUIPMENT & MET! GREAT ROOM ° co ERS ARE SUBJECT TO �o CATHEDRAL CLG. ---- I I � " Y I RELOCATION DUE TO FIELD CONDITIONS; � N _ KITCIHEN z 0 2430 SH A CONTRACTOR TO VERIFY. zoo v o 18'-11* x 15'-2" 10' C;LG. ____ ® 80" AFF 13. FOR ADDITIONAL NOTES SEE GENERAL o o I J Y I I ° D NOTES ON TITLE SHEET & DETAILS. 0 0 'i ,�N W _ Z^ — -- „— — — — — — — — — — — — — —�I 42"UPPER CABS i I ( a . 14. TYPICAL WINDOW HEAD HEIGHT SHALL BE m e 'r' z c"o 12 X12 FLAT�- J W/CROWN MOUILD I _J DRYER VENT 3050 SH 3050 SH d p 96 ABOVE FINISH FLOOR (U.N.O.). c a o I FOR CLG. FAN KITCHEN PLAN TO I v( --� THROUGH WALL I ® 84 AFF ® 84 AFF 15. WINDOW MANUFACTURER TO TEMPER ALL .5 ry w z 57 BOTTLE UNDER �_____�=_� �)U 10-1 1/8 PLT. WINDOWS 2' WITHIN DOORS, OVER TUB & SCREENED PORCH I °O � I ° • • w o f-. z COUNTER WINE C00 ER REF I �, __j SHOWERS 7 WINDOWS WTHING 18" OF THE = I x a W �, I CO ER 15 US) c = I N o= — — —L —S�_ — � -_J__ii__ _.__, \ ° Q FINISHED FLOOR. 1 a0 a 1 �`'o cn MONOGRAM, GE, I I r-- 1 HR FIRE TED WALL o0 OHC I OH 11— -ru 1 N ao i I WINE COOLER "' L------•- I 1 WISP � Il D/SP 1 _ ZDWR 240 PBS 11- sp 1 II I `- a o n „ (Y ST PS TO �-_ D —.. 41 1 3'—11)/ 3-9� (m LINEN \ UTILITY SLAB \ 4 b I I v = 10' CLG. \ a o =N CLG. BRK. J 868 1 LGT — — — —i ' -- - "' 22 1/2"x54" \\ p �. . 4 �D.o C- PONY WALL 1" - --- _- 10 CLG. 00 = ATTIC ACCESS \ D ao Q ( = 2668 ABOVE NOSE OF _ I 5-l0y 00 �, ° o EGRESS I ;.;., r_ " TREAD w/OPEN j _ N GARAGE SH COMPLY ° p I 4 HANDRAIL I �- _ — -� WITH SECTION OF o I --_ 2 " II 11 2004FBC -- — D S SOFTN R WATER OP 11 I GARAGE \\ 0 D. k. 2860 SH '�, NO SHELVING OR ROD ® 84" AFF -- w , 10; CLG; " " X a° MASTE SUITE N � -- _ BAT I I I 19'-6- x 21#— 4 ROUND I (° Y I 1 l ( STEEL PIPE 10 tLG. o __ __ — 10 CI,IG. 4 15,_6" 15,_5„ "'°- 10' CLG. o ¢ WELDED TO / ° .. p 2860 SH _ - I I FULL GAS 16" X 16" 3/8" / �a BEDROOM 2 STEEL PLATE p „ ® 84 AFF p _ I - " i i PACKAGE W/ (4) 1/2 WEDD a CLG. I OUTLET FOR NO SHELVING OR ROD 11'-3" X 13'-0" L-- �' � A D A IN LATE FLOOR SYSTEM = o H/W HEATER, ANCHOR I 2860 SH AB VE MASTER BEDROOM ps LINEN ;; n DRYER COOKEACHn " CORNER p �,® 84 AFF AN BATH I I �' TOP, AND ATTACHED r h, :CL BARBQUE TV THICKENED — 1 HR FIRE TED ALL SLAB D D° a . 6'-3y" 2'-3y2" L Or 3'-g" = lk j 00 oo EGRESS EGRESS o N 10' CLG. 6,_5n ; 4 o I L , 17 Q 1 N C�l cV � I ap cV it q 10'- STEAM OWER i 11 1 1/8 PLT. - = I I, 3060 SH 10 1 1/8 PLT. 3060 H 10 1 1 HB 3060 S 306 SH 1 10 CLG. I • I 1 cn (�D 84 AFF ® 84 AFF " TANKLESS ® 84" FF 0 84" AFF i ro I W/ DBL. WER H S ; R S 3'-0" x SAN. CONC. PAD 4' X - 8" GLS 10'-1 1/8 PL CONDENSER ELKS 84" AFF BYP S ENLOSURE STEAM ROWER EQUIPMENT VERT SIZE WITH ROOM SUP I TENDENT PLUMBERTO CONFIRM KOHLER 14'_8" Y STEAM 3'-4y" 9'-6yn 3'—1 2-9 2'-6y" 6'-11y" 5_9 2_7 6—11 2'-2" SPEC. 20'-3Y2. n " , n , n 16'-0" 18'-0» 32,_0» 66f-0 PLAN- SCALE: 1/4"=l'-Om AREA TABULATION MAIN FLOOR PLAN 1473 SQ.FT. SECOND FLOOR 454.62 SQ.FT. L .+r! TOTAL A/C AREA 1 • JOB NO.923.62 SQ.FT. V�ldt�Q F� . Paradise Preserve 248 SQ.FT. GARAGE 453 SQ.FT. SHEET TITLE SHEET MAIN FLOOR PLAN TOTALAREA 281.8.62 SQ.FT. A2. 1 A Y r tit, fillS NN N N - W Q Z �; W W W co c co W W N d' 0: L ` r ( n� V No 'men W 38'-1y" v( / O 16'-7" 3'-9Y" 5'-11)/2` 8'-0" 3'-9Y" W '-0" I N R/S iW • I I N $o ti M N C t n - cc ' M J N OPT. LOFT/ OFFICE -------- A H 3 BE ROOM 3 " CATHEDRAL CLG -- - - EDAL LG > 16'-4" x 13'-0" z CA EDRAL CLG I 11 - x 10'-8"CISF �0.. L J __ L 0o 0 12"X12" FLAT 12"X12" FLAT - _ _A 1841 N FOR CLG. FAN .- - FOR CLG. FAN D/S °O I to ® I I I I I I W � DOW 4 1 sl a D o c� 00 Q � I I I @6. IE IRI ER � w o C9 I I I I I I I I d' 2668 M iy ui 2640 SH ® 2640 SH 76" FF ® 76 AFF 2'-0,f 14'-7" 19'_0)2 29_6" 3 -1 2 -------------- NOTE: PROVIDE ARC FAULT IN ALL BEDROOMS 03 SECOND FLOOR PLAN , SCALE: 1/4"=1'-0" AREA TABULATION MAIN FLOOR PLAN 1473 SQ.FT. SECOND FLOOR 450.162 SQ.FT. _ TOTAL A/C AREA 1923.62 SQ.FT, L ri FRONT PORCH 11,94 SQ.FT. • JOB NO. ''1 2,48 SQ.IFT , p aTad�se P�ceserve _ GARAGE 453 SQ.FT. TOTALAREA 2818„62 SQ.FT. SHEET TITLE SHEET SECOND FLOOR PLAN A202 - L i c N ' >- w Q Z � 2 W W w co co w w U 1 5 M • lo ■ U 1 11•,0" AD.2 10'-1 1/8"PLT. U�4 I 4 i Z-0" O F 10'-1 1/810 PLT. W Z Icm �2 8:12 - SLOPE SLOPE - h C4 9 FLAT CEILI G D ° E N_ 9 a a •c w CV � � 0 Q ° Q rQ - m li u- 0 _ _ o �y FLAT CEI y N 'rl �Q p ° c tv M ` co �p m a CEILING B K LINE N -I °. a°a 8 N Q- F-- AD.2! a — -j -a`o cn "' FLAT CEILING D 0 3-1/2:12 Bq SLOPE AD.2 D� (%-�FLAT FLAT CEILING CEILING 1\ " 10'-1 1i8"PLT. CATHEDRAL CEILING ° N W r- 0 co a ROOF SADDLE " RIDM ADJUST FOR AD.2 ° p ° a ° 9 egSTgRO ( OFFICE OPT. CEILING N 'u' a C6 0 7 a - AD.2 CEILING b. ° CIZI N u © D cb N ``' CL RIDGEom ° N FLAT CEILING-) CEILING FLAT CEILING 5 FLAT CEILING RIDGE � — • D ja ' RIDGE AD.2 D �. -° a - • N W a CL a ° 00 J ("..FLIT CEILING 9 V) AD.2 a ° 5 fl° 1\�!.�2 U) I FLAT CEILING (,...FLAT CEILING 4=4 I ----------- ------------ --------T------ — I I I 10'-1 1/ "PLT. I I I 10 1 1/8"PLT. r' r- E—()p — s-1� i� OD 4 r .— AD.2 ROOF LAYOUT. SCALE: 1/4"=1'-0" L .� • JOB NO. Paradise Preserve SHEET TITLE SHEET ROOF LAYOUT A2.3 L r EXTERIOR ELEVATION NOTES NOTE-EXTELEV 1. GRADE CONDITIONS MAY VARY FOR INDIVIDUAL SITE FROM THAT SHOWN. BUILDER SHALL VERIFY AND COORDINATE PER ACTUAL SITE CONDITIONS. 2. PROVIDE ROOF AND SOFFIT VENTS AS REQUIRED BY CODE AND MANUFACTURERS SPECIFICATIONS. 8'-1 1/8"PLT R W N } > Q Z J ILAP SIDING 12 8 o W W W co (n > > > SHAKE SHINGLES SHAKE SHINGLES r 12 _ 0'-0"2ND LEVEL F.F. 3.5 ■ W 10'-1 1/8 PLT, ASPHALT SHINGLES 10'-1 1/8" PLT. n 7'-8" PLT. `� W - 4" FRIEZE(TYP) Z 4"TRIM (TYP) GALVALUME t° co �►-v X IE 11 1= 11 1 0'-0"F.F. 0'-0"F.F. c ��pp, ® E lop J m N 78 8 GRADE GRADE > a 8"BAND(TYP) 8"X8"FRAMED COLUMN a°a ■ Front E 1/4"4-0" 8'-1 1/8"PLT. -ASPHALT SHINGLES 12 12 12 ow8 3.5 0'-0"2ND LEVEL F.F. 3.5 10'-1 1/8"PLT. 10'-1 118"PLT. f��ijjjjqf LAP SIDING 4"FRIEZE(TYP 4"TRIM (TYP) 0'-0" F.F. 8"X8"FRAMED COLUMN GRADE 8"X8"FRAMED COLUIMN 8"BAND(TYP) - \,—SCREENED PORCH 'Rig t Elevation- SCALE: 1/4"44' L • JOB NO. P amd:me P veser4e SHEET TITLE SHEET FRONT&RIGHT ELEVATIONS A294 L i g i 1 �- EXTERIOR ; ELEVATION NOTES [NOTE-EXTELEV] 1. GRADE CONDITIONS MAY VARY FOR ' INDIVIDUAL SITE FROM THAT SHOWN. BUILDER SHALL VERIFY AND COORDINATE g PER ACTUAL SITE CONDITIONS. 2. PROVIDE ROOF AND SOFFIT VENTS AS lilt, REQUIRED BY CODE AND MANUFACTURERS SPECIFICATIONS. 8 N w N }W a z 1 x 6 TRIM 0 0 ATTACHED TO °w co co FACIA w w 0: ce L ATTIC VENT r 8'-1 1/8"PLT. 12 10 ■ W ~ ' U4"'FREIZE(TYP) 8 a ASPHALT SHINGLESF7 "oo, 12 W Z 3.5 0'-0"2ND LEVEL F.F. IRV 10'-1 1/8"PLT. 10'-1 1/8"PLT. LAP SIDING > R X 7'C 0 O LL LL 4"FRIEZE(TYP) c M Lu C4 4"TRIM (TYP) as 0'-0" F.F. 0'-0"F.F. GRADE GRADE SCREENED PORCH 8"BAND(TYP) 8"X8"FRAMED COLUMNS Rear Elevat'ion SCALE: 1/4"=1'-0" ASPHALT SHINGLES 8'-1 1/8"PLT. — 8'-1 1/8"PLT. 12 0'-0"2ND LEVEL F.F. 0'-0"2ND LEVE_L F.F. LAP SIDING IRV 10'-1 1/8"PLT. 10'-1 1/8"PLT. 4"FRIEZE(TYP) 4"TRIM (TYP) 0'-0" F.F. 0'-0"F.F. • GRADE GRADE 8"BAND(TYP) JOB NO. Left E Paradise Preserve SCALE: 1/4"=1 S-00 SHEET TITLE SHEET REAR&LEFT ELEVATIONS �0.R L ,_ ,_ „ fill,_0„ 2,_0„ 2 -0 1 3 3 3 2 7 0 � Qo I CD o N ! I } W N N N Q Z D Ll 13 -0" 3'-0" W co N , „ N > > > ui 0000 s r n V J 0F19o rr • W I I rr • - U i� La :- =j ri KITCHEN CABINET ELEVATIONS W o mo SCALE: 1/2"=l'-Om 0 0 LL J m N W d 0-0 2'_0„ 1,_9„ 2'-6„ 1,-g„ 2'_0„ ir Q t� N 4 -0 N Its I -- KITCHEN CABINET ELEVATIONS t— I O i O SCALE: 1/2"=1'-0" As r0 O O ( O O O [ O O O O X X I o \ I I Lj I � � I I I o N N o • JOB NO. MA TER BATH BATH 2 Paradise 4''sese�ve CABINET ELEVATIONS ABINET E CABINET ELEVATIONS SHEET TITLE SHEET SCALE: 1/2"=1'-0" SCALE: 1/2"=l'-O" SCALE: 1/2"=1'-0" INTERIOR ELEVATIONS A206 L ELECTRICAL KEY (•$ SINGLE POLE OUTLET w DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER , �a Wp WEATHERPROOF DUPLEX OUTLET t3CcGFj GROUND—FAULT CIRCUIT—INTERRUPTER g 1.2 DUPLEX OUTLET -Elf HALF—SWITCHED DUPLEX OUTLET ® SPECIAL PURPOSE OUTLET/JUNCTION BOX # DUPLEX OUTLET IN FLOOR 220V 220 VOLT OUTLET ® OVERHEAD DUPLEX p�� 8 WALL SWITCH N N V..: Z ui J 3 THREE—WAY SWITCH � �-4 FOUR—WAY SWITCH RHEOSTAT SWITCH R w w co co F64-DM DIMMER SWITCH w w Q REINFORCED JUNCTION BOX - -{ - CEILING MOUNTED INCANDESCENT L LIGHT FIXTURE LIGHT MOUNTED INCANDESCENT -ter°- RECESSED INCANDESCENT LIGHT FIXTURE m L_j -( RECESSED ADJUSTABLE EYEBALL ■ INCANDESCENT LIGHT FIXTURE -(>PC WITH PULL CHAIN INCANDESCENT LIGHT FIXTURE m �--- (OUTLET TO BE MOUNTED TO THE COLUMN) :�i ( n V 1 EXIT LIGHT O EMERGENCY LIGHT ... ( OWP �-� I FOR SAUNA FLUORESCENT LIiGHT FIXTURE I WITH PULL GRATIN ( PRE WIRE FOR FAN � � I ADDITIONAL BRACING I - �' ° `�-.. _ TRACK LIGHT m V_ - FOR CHADELIER Q ( ) EXHAUST FAN EVENT TO EXTERIOR E � TILE I i TIL74P a o : • " " � EXHAUST FAN//LIGHT COM�NATION(VENT TO EXTERIOR) O O lL � ° EXHAUST FAN VMTH HEAT LAMP 00rtiVENT TO EXTERIOR Fd4Bt ) � % ® CHIMES m I WP I ° a _ a PUSHBUTTON SVMTCH d i / — --- - - - - - - - - -CLG. BRK� ` oa " �PB �> ai I GF .� 1 FI o © ® SMOKE DETECTOR c CONFIRM LOCATION OF FLOOR I < WP , I Q HEAT DETECTOR' a a \ b. OUTLET W/SUPERINTENDENT I -- -� - I °. 4 Q CO2 DETECTOR Q THERMOSTAT o I / ` s SPEAKER I t CARPET ` I _ o ` PHONE (1-CATS) I CPTTILE ` I , N DDC (1-CAT5, 11-RG6) MDC 2-CAT5 .2-RG6 ELECTRIC METED o ELECTRIC PANEL = kE WIRE FOR AN I i REF i )1 _ __ a CEILING FAN PR!EWIRE r I ,I rr _��Ir-- - o.� (PROVIDE ADEQUATE SUPPORT) I 16 A.F.F. L _ --- FI i WISP i ' / FO IMNE a - I CO LER `" CEILING FAN / LIGHT PREWIRE � TILE I a (PROVIDE ADEQUATE SUPPORT) ��M � \ - ° D ss��CLG. BRK._ I ` jj� . \ \ 4 ----- — _ \ ° o ELECTRICAL NOTES. [N01EJ1EC1RC] qk 3 I I t 1 1 TILE W \ °. -------- ------ 3 3 PB \ ° t S 1. PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE -__-- _ — \ �...-`� \ � : a b � DETECTORS AS REQUIRED BY NATIONAL FIRE ,=: \ ° PROTECTION ASSOCIAlIONJ (NEPA) AND MEETING —•/ ——— —— 0 DDC I, \ 0 1 ° a THE REQUIREMENTS OF ALL GOVERNING CODES p - . a M W IT \ PROVIDE AND INSTALL GROUND FAULT TNR OOP I , J I \ a ° 2• CIRCUIT-INTERRUPTERS (GFI) AS REQUIRED BY > o A. NATIONAL ELECTRIC CODE NEC) AND MEETING o p a THE REQUIREMENTS OF ALL GOVERNING CODES. ELECTRICAL CONTRACTOR TO PROVIDE REQUIRED i Q I 11 1 3• DIRECT HOOK-UPS/CUT(OFFS. C�j CARPET I CARPET _ __ TI G �- -� // ° a ° A HVAC CONTRACTOR TO VERIFY THERMOSTAT CARPET a # 4• LOCATIONS. \ '° t / a/ ALL ELECTRICAL AND MECHANICAL EQUPMENT (I.E. 5. FURNACES, A/C UNITS, ELECTRICAL PANELS, WATER SANITARY T HEATERS ARE SUBJECT RELOCATION ° a DUE TO FIELD CONDITIONS. I 1 GFi I — — , LOW VOLT — ` '•--`` '`--.� o� _�a - a° ELECTRICAL DEVICES: ABOVE FINISHED FLOOR: 1 TOP 0 72" I CP TILE T(LE�-- -, SWITCHES OVER COUNTER. ,. . . . . . . . .48' TO CL I ` i CARPET ` WALL OUTLETS OVER COUNTER. . . . . . .48' TO CL G1REMAINING SWITCHES . . . . . . . . . . . .48' TO CL �■� f WALL OUTLETS. . . . . . . . . . . . . . . .16' TO CL STEAM HO R i i BATH VANITY BRACKET OUTLET 1,2 YANKEES 22 (1 ABOVE TOP OF MIRROR). . . . . .88 TO CL W.H. WATER SOFTENER AND SUMP OUTLETS 48' TO CL f I TELEPHONE OUTLETS. . . . . . . . . . . . .16" TO CL Ll r TELEVISION OUTLETS. . . . . . . . . . . . .16' TO CL ELECTRICIAN TO CONFIRM SPECIALTY WIRING ALARM STEAM SHOWER EQUIPMENT EXERIOR GFI OUTLETS• . . . . . . . , . . .16' TO CL NEEDS FOR STEAM ETC.. TO BE WIRED TO ROOM GARAGE GFI (ABOVE GARAGE FLOOR) 48" TO CL SHOWER THIS CLOSET- NOT PLUMBER TO CONFIRM KOHLER FRONT DOOR COACH LIGHT. . . . . . . . .84" TO CL MASTER CLOSET STEAM SHOWER W/ BESTCON GARAGE DOOR COACH LIGHT, SPEC. (ABOVE GARAGE FLOOR) . . . . . . .84" TO CL 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/ DR HANDLE KITCHEN WALL HUNG MICROWAVE MAIN FLOOR ELECTRICAL OUTLET . . . . . . . . . . . . . . . . . .76" TO CL KITCHEN DISHWASHER RECEPTACLE . . .UNDER SINK SCALE: 1/4"=if-on KITCHEN RANGE . . . . . . . . . . . . . . .24" TO CL KITCHEN REFRIGERATOR. . . . . . . . . . .48' TO CL NOTE: PROVIDE ARC FAULT IN ALL BEDROOMS WASHER/DRYER OUTLET. . . . . . . . . . ..W To a- L • JOB NO. CL = CENTER UNE 1 = FIELD VERIFY Paradise Preserve 2 = MASTER BATH STANDARD 30" HIGH VANITY TO BE RAISED 4" SHEET TITLE SHEET MAIN FLOOR ELECTRICAL E1 . 1 ELECTRICAL KEY � (NOW-EMCSYM] ($ SINGLE POLE OUTLET DUPLEX CONVENIENCE OUTLET . DUPLEX OUTLET ABOVE COUNTER PCEWp WEATHERPROOF DUPLEX OUTLET f4DEGF1 GROUND-FAULT CIRCUIT-INTERRUPTER S $ DUPLEX OUTLET HALF-SWITCHED DUPLEX OUTLET fill ® SPECIAL PURPOSE OUTLET/JUNCTION BOX DUPLEX OUTLET IN FLOOR 220V 220 VOLT OUTLET ® OVERHEAD DUPLEX O N `- �- WALL SWITCH } w }�-3 THREE-WAY SWITCH �-q FOUR-WAY SWITCH �-R RHEOSTAT SWITCH w w '-DM DIMMER SWITCH w w REINFORCED JUNCTION BOX CEILING MOUNTED INCANDESCENT L LIGHT FIXTURE KY WALL MOUNTED INCANDESCENT LIGHT FIXTURE -[�- RECESSED INCANDESCENT LIGHT FIXTURE W • RECESSED ADJUSTABLE EYEBALL ifto INCANDESCENT LIGHT FIXTURE • -0pe- INCANDESCENT LIGHT FIXTURE •■ �-- WITH PULL CHAIN .• n �J J EXIT LIGHT Q -- W EMERGENCY LIGHT m FLUORESCENT LIGHT FIXTURE FLUORESCENT ,LIGHT FIXTURE WITH PULL CHAIN -� TRACK LIGHT tO A Q EXHAUST FAN (VENT TO EXTERIOR) - - EXHAUST FAN_PLIGHT COMBINATION > .. (VENT TO EXTERIOR) o_o - ] EXHAUST FAN NTH HEAT LAMP o w (VENT TO EXTERIOR) Q CHIMES 1 r } OPB PUSHBUTTON SIVVITCH Q SMOKE DETECTOR c � HEAT DETECTOR aa » Q CO2 DETECTOR Q THERMOSTAT Q SPEAKER MQ PHONE (1-CAT3i) r-- SD H DDC (1-CAT5, 1-RG6) i - - - - - - - - - - -- - - - ___ -- — - - - - - ® MDC (2-CAT5, 2-RG6) SD - GFF ELECTRIC METER CZ ELECTRIC PANEL \ CEILING FAN PREWNRE (PROVIDE ADEQUATE SUPPORT) DOW 4 � t � 6• Fi RI E 4 de i q CEILING FAN / LIGHT PREWIRE (PROVIDE ADEQUATE SUPPORT) ELECTRICAL NOTES: 1. PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DEBTORS AS REQUIRED BY NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES PROVIDE AND INSTALL GROUND FAULT 2• CIRCUIT-INTERRUPTERS (GIFT) AS REQUIRED BY NATIONAL ELECTRIC CODE (NEC) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. ELECTRICAL CONTRACTOR 'TO PROVIDE REQUIRED SECOND FLOOR ELECTRICAL 3• DIRECT HOOK-UPS/CUTOFFS. HVAC CONTRACTOR TO VEIRIFY THERMOSTAT 4• LOCATIONS. SCALE: 1/40=1'-O" 5' FURNACES, A/C UNITS, ELECTRICAL PANELS,ALL ELECTRICAL AND MECHANICAL EQUPMENT (I.E. NOTE: PROVIDE ARC FAULT IN ALL BEDROOMS SANITARY SUMP PITS, DRAIN TILE SUMP, AND WATER HEATERS) ARE SUBJECT TO RELOCATION DUE TO FIELD CONDITIONS. ELECTRICAL DEVICES: ABOVE FINISHED FLOOR: SWITCHES OVER COUNTER. . . . . . . . . .48" TO CL WALL OUTLETS OVER COUNTER. . . . . . .48" TO CL REMAINING SWITCHES . . . . . . . . . . . .48" TO CL WALL OUTLETS. . . . . . . . . . . . . . . .16' TO CL BATH VANITY BRACKET OUTLET (1" ABOVE TOP OF MIRROR). . . . . .88" TO CL 1,2 WATER SOFTENER AND SUMP OUTLETS 48" TO CL TELEPHONE OUTLETS. . . . . . . . . . . . .16" TO CL TELEVISION OUTLETS. . . . . . . . . . . . .IV 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 CL • 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/ DR HANDLE KITCHEN WALL HUNG MICROWAVE OUTLET . . . . . . . . . . . . . . . . . .76" TO CL KITCHEN DISHWASHER RECEPTACLE . . .UNDER SINK KITCHEN RANGE . . . . . . . . . . . . . . .24' TO CL KITCHEN REFRIGERATOR. . . . . . . . . . .48' T0 CL WASHER/DRYER OUTLET. . . . . . . . . . .48" TO CL L • JOB NO. CL = CENTER LINE 1 = FIELD VERIFY Paradise Preserve 2 = MASTER BAY" STAN4AR0 30" "%CH VANITY TO BE RAISED 4" SHEET TITLE SHEET SECOND FLOOR ELECTRICAL E1 ,2 L A KINGSTONE RESIDENCE , Lot 23 Paradise ]?reserve Atlantic Beach, Florida BES ' CON Homes Tj oil . .7TL1 .11 1111111111111111111111111 -11 INDEX OF DRAWINGS : General Notes Foundation Plan Main Floor Plan Second Floor an Roof Plan Front & Right Elevations Rear eft Elevations . Main Floor Electrical Plan Second Floor Electrical P lan r Periods only used on one word abbreviations, if the abbreviation ca is a different word by itself. e.g. ARCH., BIT., and LAM.4D ABBREVIATIONS ' Periods are usually used when abbreviating multiple words, unless they g 1101 are very common without periods; e.g. AFF, HVAC, R/A, and WW 1. efl A.B. ANCHOR BOLT FAS FASTEN(ER) P p g R PARTICLE BOARD PARALLEL E A/C AIR CONDITIONING F.B.O. FURNISHED BY BOTHERS PC.GONG. PRECAST CONCRETE ACC ACCESS F.D. FLOOR DRAIN P.E. PORCELAIN ENAMEL AC.T. ACOUSTICALTILE(CLG) F.E. FIRE EXTINGUISHER PED PEDESTAL(SINK) AFF ABOVE FINISH FLOOR F.F. FINISH FLOOR(UNE) PERI PERIMETER A.D. AREA DRAIN F.G. FIXED GLASS PKG PARKING 8 8 8 ADD ADDENDUM FGL FIBERGLASS PL PLATE(HEIGHT) N �p ADH ADHESIVE FIN FINISH P-LAM. PLASTIC LAMINATE O tV ADJ ADJUSTABLE FLG FLASHING PLAS PLASTER } Z J J AGG AGGREGATE FLR FLOORING) PNL PANEL A.H.U. AIR HANDLING UNIT FLUR FLORESCENT(LIGHT) PNT PAINTED) ALT ALTERNATE FN FENCE PR PAIR(OF) ALUM ALUMINUM FND FOUNDATION PREFAB PREFABRICATED A.P. ACCESS PANEL F.O. FACE OF PSF POUNDS PER SQUARE FOOT o W w W APX APPROXIMATE FP FIRE PROOF PSI POUNDS PER SQUARE INCH W (n (a W=) ARCH. ARCHITECT(URAL) FPHB FIRE PROOF HOSE BIBB PTN PARTITION CO) W W W ASPH ASPHALT FPL FIREPLACE P.T. PRESSURE TREATED(WOOD) — N Ix X R A.T. ASPHALT TILE FR FRAME(D)(ING) PV PAVE(D)OR PAVING AUTO. AUTOMATIC FS FULL SIZE PVC POLYVINYL CHLORIDE(PIPE) AVG AVERAGE FTG FOOTING PVMT PAVEMENT AWNG AWNING FUR FURRED(ING) PWD PLYWOOD B B36 36"WIDE BASE CAB. GA GAUGE Q.T. QUARRYTILE U1 BD BOARD G.B. GYPSUM(WALL)BOARD BF BI-FOLD(DOOR) G.C. GENERAL CONTRACTOR R RISER(ON STAIRS) BIT. BITUMINOUS GD GRADE OR GRADING R ■ I , BLKG BLOCKING G.D.O. GARAGE DOOR OPENERR/A RETURN AIR R.B. RUBBER BASE BLDG BUILDING GFI GROUND FAULT'INTERRUPTER ■ RAD RADIUS BLK BLOCK(CMUs) GL GLASS OR GLAZING RBL RUBBLE BLKG BLOCKING GL.BK. GLASS BLOCK R.D. ROOF DRAIN BM BEAM G.I. GALVANIZED IRON REFR REFRIGERATOR B.M. BENCH MARK GT GROUT REQ REQUIRED BP BI-PASS(DOOR) BRG BEARING 42"H 42"HIGH RES RESIDENT = H (WALL) REV REVISION(S),REVISED O BRK BRICK HB HOSE BIBB REINF REINFORCED(ING) mom W B.S. BOTH SIDES H.C. HOLLOW CORE RFG ROOFING BSMT BASEMENT HD HEAD OR HARD R.J.B. REINFORCED JUNCTION BOX BTM OR BOT BOTTOM H.D. HEAT DETECTOR OR HEAVY DUTY RLG RAILING BTWN BETWEEN HDR HEADER R&M RANGE W/MICROWAVE BVL BEVELED HDW HARDWARE RM ROOM B.W. BOTH WAYS HGT HEIGHT R.O. ROUGH OPENING H.M. HOLLOW METALL R.O.W. RIGHT OF WAY CAB CABINETHORZ HORIZONTAL R&S ROD AND SHELF(S) LD 3 C.B. CATCH BASIN HR HOUR CID CEM CEMENT H.R. HALF ROUND(VNINDOW) `SC SOLID CORE(DOOR) CER CERAMIC CF CUBIC FOOT HS HORIZONTAL SLUDERS SCH SCHEDULE i N HTG HEATINGSD SMOKE DETECTOR > M I CRAM HVAC HEATINGNENTIUATING/AIR(OND. SEC SECTION G v x C.I. CAST IRON HWD HARDWOOD(FLOORS) O o W C.I.P.GONG. CAST-IN-PLACE CONC. S.F. SQUARE FEET ' fn LL SF.GL. SAFETY GLASS CIR CIRCLE I.B. IRONING BOAR© S.G.D. SLIDING GLASS DOOR S p CIRC CIRCUMFERENCE ' I.D. INSIDE DIAMETER SH SINGLE HUNG OR SHELF(VING) C d cd C.J. CONTROL JOINT OR CONSTRUCTION JOINT I.L.O. IN LIEU OF SHT (DRAWING)SHEET J fn CK CALK(ING)CAULKING) I.M. INSULATED MEITALt N CL CLOSET OR CENTER LINE INS OR INSUL INSULATED(TIONI) SHTHG SHEATHING SIM SIMILAR CLG CEILING INT INTERIORC g 9 SKL SKYLIGHT CLR CLEARANCE) SL SIDELIGHT OR SLEEVE CLS CLOSURE OR CLOSER(DOOR) JST JOIST(FLOOR ODR ROOF) g ° a Provide minimum 4"concrete cover at under slab utility locations. When concrete CM CENTIMETER(S) J JT JOINT SNT SEALANT a encasement of utility lines is required,increase slab thickness at the utility line. Install CMU CONCRETE MASONRY UNIT SPC SPACER utilities lines well below slab. C.O. CASED OPENING SPEC SPECIFICATIONS KD KNOCKDOWN((CEILING) SPK (AUDIO)SPEAKER(S) vau11%"L au 0"011,*IIUI„y y14200 Y%N/Ia,of fit VVVIi!alI%A vuuv11i rkuc01011 01 COL COLUMN KIT KITCHEN S.ST. STAINLESS STEEL COMB COMBINATION KO KNOCKOUT CON( STD STANDARD H. Provide isolation jo inCONCRETE KPL KICKPLATE(ON(DOOR) t material(asphalt impregnated)between foundation wails and all slabs GOND CO(ACCONDENSER K/ KNEE SPACE STG OR STO STORAGE including patio, pO rch and sidewalks. STL STEEL CONST CONSTRUCTION STR STRUCTURAL 10. CONT CONTINUOUS LAM. LAMINATE(D) SO SQUARE CONTR CONTRACTOR L LAV LAVATORY(SINK I. Provide"Zi Strip"or tooled control joints where indicated on the foundation plans. CORR CORRUGATED SUS SUSPENDED p p p p L.B.O. LOCATION BY DITHERS S.W. SHEAR WALL M _ — A. All electrical and plumbing requirements shall comply with local building codes. AN outdoor, CPR COPPER LIv LIVING _ N 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 4. FRAMING Service panels to be(min.)20 circuit,100 amp,110 volt. CRs COURSE(S) L.P. LAMINATED PLASTIC T.B. TOWER BAR CSMT CASEMENT LT LIGHT T.B.D. TO BE DETERMINED C.ST. CAST STONE L.T. LAUNDRYTUB TO TERRA COTTA DIMENSIONS ARE TAKEN FROM FACE OF STUD TO C.T. CERAMIC TILE A. Laminated veneer lumber(LVL)shall provide the design values equal to or exoseding the LTL LINTEL T.C.J. TROWELED CONTROL JOINT FACE OF STUD UNLESS OTHERWISE NOTED. follow' B. Provide gray box for washer and provide solid metal dryer vent t CTR CENTER OR COUNTER following: g y p ry (aped-110 screws)t0 CX CONNEXTION LVL LAM VENTER LUIMBER(BEAMS) TEMP. TEMPERED(GLASS) LVR LOUVER exterior. T&4 TONGUE&GROOVE CY CUBIC YARD 2800 psi in Bending,Fb M METER(S) TEL TELEPHONE 285 psi iin Horizontal Shear,Fv C. All sewer and water sleeves to be depth and separation as per local code below adjacent 12"D 12"DEEP M MAX MAXIMUM THK THICK(NESS) 2,000,0010 psi in Modulus of Elasticity,E finish grade. D D DRYER,OR DRAIN MAS MASONRY THR THRESHOLD 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 CABRNET T.O.M. TOP OF MASONRY 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 unless rioted DEM DEMOLISH,DEMOLITION MECH MECHANICAL T.O.W. TOP OF WINDOW otherwise. DEP DEPRESSED MFR. MANUFACTURER TR OR TRN TRANSOM(WINDOW) VARIES DET DETAIL MH MANHOLE TP TOILET PAPER HOLDER C. Unless otherwise noted,provided: E. In all buildings a continuous conduit shall be installed from the water meter to an exterior D.F. DRINKING FOUNTAIN MIN MINIMUM TV TELEVISION OUTLET OR LOCATION op remote water meter reader at a location to be approved by the Water Department. The DH DOUBLE HUNG MIR MIRROR TYP TYPICAL 1. All trusses shall be securely braced both during erection and after permanent installation in conduit shall be capable of accepting a low voltage minimum 2 conductor cable supplied DIAM DIAMETER MISC MISCELLANEOUS a buildingin accordance with comments and recommendations as published the Truss and installed b the electrical contractor.The cable shall be DIM DIMENSION MLD MOULDING UC UNDERCUT(DOOR) commentary p by y Dopper and a minimum#18. U Plate Institute. The water department shall make the connections. DEAD LOAD MM MILLIMETER UNF UNFINISHEDns. DN DOWN(STAIRS) MMB MEMBRANE U.N.O. UNLESS NOTED OTHERWISE DIMENSIONS ARE TAKEN FROM FACE TO FACE OF MASONRY D.P. DAMP-PROOFING M.O. MASONRYOPENING DR DOOR MOD MODULAR UNIT OR FACE OF MASONRY UNIT TO FACE OF STUD. 2. Y"high density T&G Plywood subfloor glued and nailed. Panel span rating shall be APA DRY DRYER MACHINE MRB MARBLE VB VANITY BASE g g V.B. VAPOR BARRIER 24/32, Exposure 1,with sealed edges. Install per manufacturers'spacing aDS DOWNSPOUT and edge MTL METAL VB36 36"WIDE VANITY BASE DIS DRAWER STACK(CABINET) recommendations. F. Water service shall be 1"minimum from each exterior shut Off valve. D.T. DRAIN TILE MT MOUNTED(ING) VERT VERTICAL D.T DETAIL MULL MULLION OR MULLED VIN (SHEET)VINYL DW DISHWASHER N N/A NOT APPLICABLE V.S. VEGTABLE SINK 3. Y"undedaym,ent(minimum)under vinyl or the on wood frame floor systems. C�s G. All shower head heights to be 80"AFF at fiberglass showers and 84"AFF at ceramic DWG DRAWING N.I.C. NOT IN CONTRACT V.T. VINYL TILE W showers. DWR DRAWER NL NAILABLETO SCALE \A/ W3630 36"W X 30"H WALL CAB Fr NOM NOMINAL Yy W WIDE OR WASHING MACHINE 4. Min!YW high density O.S.B.wood roof sheathing with'H'dips.APA panel span rating shall E EA EACH N.T.S. NOT GEODETIGEODETI EB EYEBROW(FLAT ARCH) N.G.V.D. NAT. C VERTICAL DATOM WC WATER CLOSET be 24/0,exposure 1,with sealed edges.Install per manufacturers spacing and edge E.F. EACH FACE WD WOOD recommendations. IMPORTANT NOTE. E.J. EXPANSION JOINT O OOA BS OBSCURE (GLASS) WH WATER ANGHEAT RWF WIDE FLE STEELBEAM) ALL REFERENCES BY STRUCTURAL & MEP EL ELEVATION O.C. ON CENTER W.H. WALL HUNG D. Roof truss systems shall be fabricated with wood chords and wood webs in accordance with ENGINEERING WILL SUPERCEDE ALL NOTES ELEC ELECTRIC(AL) O.CAB. OVERHEAD CAEN NET WI WROUGHT IRON E.P. ELECTRICAL PANEL designs prepared under the supervision of a registered professional engineer. EO EQUAL O.D. OUTSIDE DIAb1ETER WIC WALK-IN CLOSET REFERENCES & CALLOUTS ON THE ARCHITECTURAL EST ESTIMATE O.G.D. OVERHEADGARiAGEDooR WIN WINDOW OH OVERHEAD W/W/O WITH OR WITHOUT E.W.C. ELECTRIC WATER COOLER PLANS. NOTIFY DRAFTERS OF DISCREPANCIES & EXG EXISTING OPNG OPENING WP WATERPROOFING) E. Roof trusses manufacturer shall submit 2 sets of sealed shopdraw to builder for CLARIFY CONFLICTING INFORMATION. EXH EXHAUST OPT OPTIONAL W.R. WATER RESISTANT � OSB ORIENTED STRAND BOARD W.S. WATER SOFTENER approval of roof trusses and beams EXT EXTERIOR WSCT WAINSCOT W.T.W. WALL TO WALL ATTIC VENT CALCULATION WWM WELDED WIRE MESH F. Min%g exterior grade plywood or OSB wood sheathing behind all masonry veneer,dryvit panels and cedar siding.See elevations for locations. SYMBOLS G. Pressure treated lumber to be used where wood is in contact with concrete and for 2x4 mud FORMULA: sill' 1 SQUARE INCH VENT FOR EVERY 300 SQUARE INCHES OF CEILING H. Exterior deck construction shall be with pressure treated lumberwith dimensions as *144 SQ. IN. = 1 SQ. FT. indicated on the plans EARTH-- PLYWOOD BLDG. CEILING (SF)X 144= BLDG (SQ. IN.) ELEVATION KEY OR SECTION KEY .,::::.::.:�.� BLDG. (SQ. IN.)/300=SQ. IN. OF VENT REQUIRED SHEET NUMBER °_:: SAND OR GRAVEL FlLL ® 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 W00D POST OR 2-2X6 UNLESS OTHERWISE NOTED RIGID INSULATION ® BRICK WATER CLOSET ANGLE AREA TABULATION ® CONCRETE BLOCK CENTERLINE MAIN FLOOR PLAN 1478 SQ.FT. o :: CONCRETETUB/SHOWER SECOND FLOOR 450.62 SQ.FT. HB HOSE BIBB (FREEZE PROOF) LL �- TYPE OF CONSTR.UCTION.......... TYPE V (B) STONE TOTAL A/C AREA 1923.62 SQ.FT. ®-- GAS LINE STUB LAVATORY FRONTPORCH 194 SQ.F OCCUPANCY CLASS..................... GROUP R-3 ® STEEL 248 SQ.d PENNY FT. m E o� 0 APPLICABLE CODES: ® DIMENSIONAL LUMBER DOUBLE SINK GARAGE 453 SQ.FT, L a LL 0- � PERPENDICULAR 1, FL. BLDG. CODE 2004 - Residential BLOCKING TOTAL AR EA 2823.62JOB NO.FT •PLATE • R SINGLE SINK ROUND OR DIAMETER ® FINISH GRADE WOOD Paradise Preserve SHEET TITLE SHEET GENERAL NOTES A4 4 gll FOUNDATION NOTES r NOTE_.FOUNDATION ' 1. STRUCTURAL FOUNDATION PLANS SHALL BE0.12 BY OTHERS. SEE STRUCTURAL ENGINEERING FOR ALL STRUCTURAL DETAILS AND NOTES. 2. SLOPE GARAGE FLOOR 1/8" PER FOOT TO ' OVERHEAD GARAGE DOOR OPENING. 3. 4" CONCRETE SLAB w/ 6"x6"x10"/10" W.W.M. g $ OVER 6 MIL VAPOR BARRIER OVER CLEAN F WELL COMPACTED (MIN. 3000 P.S.I.) IN TERMITE TREATED FILL. (3000 P.S.I.) FIBERMIX OPT. 4. CONFIRM ALL INTERIOR BEARINGS WITH TRUSS ENGINEERING OR CONV. FRAMING PLAN. 5. SUPPLY SEPARATE CONDUITS TO ANY c ISLANDS FOR GAS AND ELECTRIC. N W >- �. 66'-0" 6. CONFIRM ALL FLOOR OUTLET LOCATIONS WITH BUILDER AND/OR HOMEOWNER PRIOR 14'-8y" 4'-3y" 14'-6" 20'-0" TO SLAB POUR. 12-6 7. GENERAL CONTRACTOR TO PROVIDE SLAB o w wco co w co CONTROL JOINTS EVERY 400 SQ. FT. > NW W W S2 cc cc 0: Lmmmmmm�A r*S r �--- I I I I L_-----T- --------- -------� — �� f CD Y O p ° , NAIL ROOF SHEATHINGI I i I I Loo 4 0o I I I I I " I I a : A o ; D o:° p . p o o a D c (PER STRUCTURAL) 12 REFERIMPORTANT NOTE: TO ROOF PLAN AND EAVE DETAILS i I " I I I I - I I °� p FIBERGLASS MINGLES OVER 30f VAIRES ON SHEET A2.2 FOR ROOF PITCHES FOR ALL I 8'-0" 4'-6" I ( I SLOPE 1" i o FELT OVER 7/16 OSB BOARD OR HOUSES 3 �--————--——--I ( I 15/32 PWD SHEATHING. p.H N I I� — — — — AIR BAFFLE BTW EA TRUSS STRAP FOR TRUSS ANCHORAGE (SEE STRUCTURAL) C4 I M I —_. VERIFY INTERIOR BEARING WALLS 4 L-——————----1� I I ( TO MAINTAIN 1/2# MIN AIR R-30 INSULATION AT CLG. C2 .2 u- r WITH TRUSS ENGINEERING `� �� ! ( Ii I SPACE FOR VENT �- I SLOPE 1" N I ! h I I o GALV. METAL DRIP 1/2" CEILING BD OR 5/8" GYP. BD TYP m ! ! I I I 110 I i D Q EDGE I I ( I I I I o N WRAPPED ALUM. A M> I ! 3/4" RECESS FOR S.G.D. ! I I I o FASCIA OVER 2x8 d o I I 10 = I z I I ° a CL PERFORATED c„ a I ! I °° I I VINYL/ ALUM. SOFFIT .Q DM r I 14 FRIEZE I I I I I I " i Y I 00 C9 ILA- G== I I —— �--— �------————————----—�-——--———--———— -ap -- PROVIDE MID-WALL BLOCKING FLAT WISE ® _ I I I I ===1==� ! i i REF i — —— — — — — — — a JOINTS IN SHEATHING = N-,z) I I I A-O'-0" FIN. FLR ^ Sp L .�__ —.....-- ._--_---- -----_____— I ° " C) -------J 1§ SHEEVO DVM ( �I r— 1 ( N _ 2x STUDS 016 OC (MIN #2 SPF) � LWJ II II I I _ ov I I o ►- I I Q ( I 6-10 2 -____�c=__=r � ( _ !-—� .p .. - o •. - L R-19 INSULATION. P.T. PLATE w/ ANCHOR "' $ BOLTS PER STRUCTURAL I fl _„I I 4" CONC. SLAB w/ i N " I 0 4" CONCRETE SLAB WITH ! 6x6 N0. 10 WWM OR FIBERMESH. I i _ I 0 6"x6"x10/10 W.W.F. TYP. (3000 PSI. REI3-0 NF OVER VAPOR BARRIER FIBER MESH OPTIONAL). OVER CLEAN COMPACTED I . .. 4. (1) 5 CONT. , ,. I o TREATED FILL ( I o a $ a I ! SLOPE GRADE AWAY WATER ! ° ° o ° ALL SIDES I I I 2,t1 2" I OFTNER LOOP 6 MIL VAPOR BARRIER I I I I o \ \\ TYPICAL FOOTING (MONOLITHIC OPT) = I I N I ! ¢ 24' x 24' x 12" p p %\ • • SEE STRUCTURAL FOR SIZE & REINFORCING 10 THICKNED sup I I I It r r w/ (3) 5 REBAR RUNNING I i N I I ►� IN EACH DIRECTION Ii D n° Q °o T Cal Wall Section . SCALE: 1/2"=l'-O" SLOPE 2 ( nI ! i I u 5,_o" S-11y" 2,-2" oo I f 4- $MM4 , I ---------------- — R FOR SHOWER- D FL00 I I ' I N i I I %% a3 ------_..—_._--_-------_---� I + _ I r--__---------- ----- --_.._..._.__.---��-_---tH8-- xl RENNAI GAS WATER HEATER c _ M I — __-_--—.--J I o 4" CONC. PAD I _ — — Y - - - - - i FOR A/C 14'-8" 5'-3y" 6'-5" L0 5'-3Y" 12'-0" 20'-0" 16'-0" 0A 18'-0" 32'-0" C) 66'-0" FOUNDATION_ SCALE: 1/4"=l'-O" J Q� LL v` -r O C N n� c c" m'E c a iia L ea JOB NO. Paradise Preserve SHEET TITLE SHEET_ FOUNDATION A n n r MAIN FLOOR NOTES NOTE_FL.00R � •� � 1. WINDOW GRILLS ARE STANDARD IN FRONT AND SIDE ELEVATIONS AND REAR ELEVATIONTO BE CLEAR GLASS. , 2. ALL UNDIMENSIONED PARTITIONS ARE 3 1/2- ROUGH. 66-0„ 3. ALL ANGLED PARTITIONS ARE 45 DEGREES UNLESS OTHERWISE NOTED. 8'-0' 4'-6” 14'-8y" 4'-3�„ 14'-6" 20'-0" 4. PROVIDE MINIMUM 2-2x12's w 1/2* PLYWOOD FLITCH PLATE AT ALL EXTERIOR 2'-7y" 5'-4y" 2'-3" 2'-3" 6'-0" 8'-8Y2 6'-8" 7'-10" WALL OPENINGS AND INTERIOR BEARING WALL OPENINGS UNLESS OTHERWISE NOTED. 5. 3-2x4's MIN. AT EACH END OF ALL BEAMS AND GIRDER TRUSSES UNLESS OTHERWISE E NOTED. ALL SUCH CONCENTRATED LOADS N r N 4-1" SHALL BE TRANSFERRED TO FOUNDATION �- z �, 10'-1 1 8 PLT. VIA BEAMS, POSTS AND/OR SOLID — — — — — — — 1 1 z x 13 BLOCKING. 4'- 0" X 5'- 4" COAT 8'-0" 5' 8x8 FRAMED COL. OFFSET 6. ALL EXTERIOR DIMENSIONS ARE TO FACE o w w w �. GLS BLKS ® 84" AF 0O t�osET — — — _ — — — — — — — 1" FROM PORCH EDGE OF STUDS UNLESS OTHERWISE NOTED. W co m m I 7. ALL TRUSSES TO BEAR ON EXTERIOR v > > — m w w N a WALLS AND/OR GIRDER TRUSSES UNLESS - — — — — I OTHERWISE NOTED ON FOUNDATION PLAN. L o � =N I co DINING ROOMco 00 ' 0� 4'-3y" 3 _j o I 0 8. TRUSS MFG. TO SIZE MEMBERS, FASTENERS, =N I HANGERS & SET SPACING FOR ALL o I , 10 CLG. " 8 �, o a ° b D �. b TRUSSES. 11 -5 x 9#-0" 0 I D 00 = o '�' S w .:o A D° b ' `' - 9. WINDOW SUPPLIER TO VERIFY AT LEAST FOYESE I N 0 3 I ° �� b ' ° ° b° c . 4 : ' d ONE WINDOW IN ALL BEDROOMS TO HAVE W 8x8 FRAMED COL. OFFSET a 10 CLG. o COVERED PORCH ° p ., A CLEAR EGRESS OPENING OF 5.7 SQ. FT. „ „ 6'-8" x 7'-8" ; 00 x I b WITH MIN. DIMENSION OF 24" IN HEIGHT AND 1 OM PORCH EDGE I M 10 CLG. „ o o „ U = 2860 H 3 cn -0 x 17-10 I ° D 20 IN WIDTH, SILL HEIGHT NOT GREATER ® 84" AFF I ° -- N N 4'-1» `° 1 THAN 44" ABOVE FLOOR. I 10. BALLOON FRAME ALL EXTERIOR WALLS ADD STEPS TO — CLG. BRK ° (ABOVE 8'—l") TO UNDERSIDE OF ROOF O ADD STEPS TO r.. - ° - - SHEATHING -_PROVIDE FIRESTOPPING — GRADE AS REQ. 40.5" h WALL w/ —OHC �--, �-� „OHC I GRADE AS REQ. EVERY 8'-0" VERTICALLY IN WALLS > 8'-1". BY CODE I 21 BEC 21 BE� Z 15 BART --_- -�- I BY CODE ° b 11. ALL HANDRAIL BALLUSTERS TO BE =N I ;� N "GAS COOK TOP w/ 15"- I ° PASS SPACEBETWEEN BALLUSTERSD SUCH THAT A 4" PHERE CANNOT N I MV ABV. ____ 4 0 SH 12. ALL ELECTRICAL AND MECHANICAL = I 0 ® 80" AFF I ' 4 'coi GREAT ROOM . . � o EQUIPMENT & METERS ARE SUBJECT TO A I D I RELOCATION DUE TO FIELD CONDITIONS, m N CATHEDRAL CLG. „ KITCHEN 0 2430 SH I N CONTRACTOR TO VERIFY. co I o 18'-11* x 15'-2' 10' CLG. �'�.__ ® 80" AFF 13. FOR ADDITIONAL NOTES SEE GENERAL "a X Y p NOTES ON TITLE SHEET & DETAILS. 0'0 �i I = 14. TYPICAL WINDOW HEAD HEIGHT SHALL BE _ ' ►- _ — — — — —. — — —� — 42"UPPER CABs � I- � I � � �:p ��. � 96" ABOVE FINISH FLOOR (U.N.O.). �� V) w — — — — — — — — L -�-12"X12" FLAT V � W/CROWN MOULD i _-�-J DRYER VENT I �, m `` FOR CLG. FAN '`' -'( - - THROUGH WALL b 15. WINDOW MANUFACTURER TO TEMPER ALL - N I co UI t=====.c=a �I U 10'-1 1/8 PLT. °D SCREEN POST — — I � � ° - WINDOWS 2' WITHIN DOORS, OVER TUB & �Is cX = i 30"OVEN i REF 15" L/S/ -' b FIN SHEDS FLOOR WINDOWS WM1fHiNG 18" OF THE ,�, Anj 1 HR FIRE TE WALL a a CAB. 1 —S� — I _ \._/ / r------��-- --1 a o 0 I 0H ` I j-'_SQL — I 22'-1�„ N 04 "' I I I WISP III DISP 1 x I IY - ____-���___=1 2 ST PS TO 20-0 �.. 3'—11/1/2" _ '-g�" I m =Cp UTILITY G SLAB o ° d 1 I N b FIRM RAILING W \ I AMR � I V � 10' CLG. i' CLG. BRK. o N c° \ o J 868 1LGT - - - —i I I 1 a1/2"x54 a i _C> CL P 1(0 CLG. 00 22 1/2"x54" PONY WALL 1 00 ATTIC ACCESS GARAGE SHALL COMPL o ° _ 2668 1 I 5-10 2 co oo Q ABOVE NOSE OF I _ 00 N - I I WITH SECTION'R309 OF ° M 1 n TREAD W/OPEN ° . - b 2860 SH I EGRESS "' 4- HANDRAIL i _ — --� 2004 FBCWA TER \ ° 84" AFF _ 2 " OF ERI P -- - 11 \ o NO SHELVING OR ROD In p,. 0 ROR GARAGE \ i CUSTOM CLOSET BY , 10,E CLG „ > x -I MASTER SUITE N 00 CALIFORNIA CLOSET OR - B I I i9-6 x 21 -2 / ° pa . b p N N to 10' DLG., �, N Y EQUAL _ _ — 10 CLG. ..�.cO o- o =N Q E. L 4" ROU D STEEL PIPE // ° P 0 0 15-6 x 15-5 _ 10' CLG. r- I I FULL GAS " WELDED TO / ° -I ' �� I I 1 X16 3/8" / D M - BEDROOM 2-q H EJI I PACKAGE W/ STEEL 10 CLG. �__ J I OUTLET FOR LATE NO SHELVING OR R� R 11'-3" x 13'-0" o H/W HEATER, (4 1/2 WEDGEf� AN HOR IN E CH o „ _ • DRYER, COOK COR ER ATT�ED = I DSS I �' o TOP, AND 0 TWKENED BARBQUE p • 2860 SH ;•r, � co) SLAB NO MIRROR 31 CORNE ww 1 HR FIRE TEDJALL °' D _ ® 84" AFF = 0O Y 8'_gn 3' 6" ELVESF� 00 I- w w = o N 0_ 10 CLG. 6,_5n S1 OWER 1 co- o \I ' / :N I I 3060 SH 10'-1 1/8 PLT. 3060 H co 10'-1 1/8 PLT [� He 10-1 i 8 PLT. 1 I . RECESSED 0* I 10 CLG. RENNAI GAS WATER HEATER = 3060 S 306 SH �• • M I cn ® 84 AFF ® 84 AFF `o$ 0 84" FF ® 8 AFF I ____-- I �' `� C�3 7-1 4' X — 8" GLS 1 '-1 1 LT. ROUND MARBLE BE CH BLKS 84" AFF 8" GLASSLKS (TYP.) CONDENSER SHOWER ALVE OND ERENT GLASS L S HT. TOP OF WALL TH SHOWER EAD BLOCK �/7'-6" A.F.F. 14'-8" n , s n /2 , » » 3'—4Y 9-6y 3'_1» 2'_g» 2'—6y 6'-11)/2" 5'_g» 2'_7» 6-11y 2'_2» 20'—3y 16'-0" 18'-0" 32'-0" 66'-0" MAIN FLOOR PLAN_ SCALE: 1/4"=1'-0" 0 AREA TABULATION M � 12 c MAIN FLOOR PLAN 1478 SQ»FT. o 1 m" SECOND FLOOR 450.62 SQ.FT. L a.u. o. TOTAL A/C AREA 1923»62 SQ,FT. JOB No. FRONT PORCH 194 SQ.FT. Paradise Preserve 248 SQ.FT. GARAGE 453 SQ.FT. SHEET TITLE SHEET MAIN FLOOR PLAN T(1T A I APPA 9A9'q A9 C(1 PT A n -4 gll r g r } w y o w w w w v1 cn v� m w w w L r ( n� V I .- O 16'-7" 3'-9y2" 5'-11Y2" 3'-6" 4,-6" 3'-912" W Z 12'-0" 3"-3" 12' — 2 ROWS OF 6" GLASS BLOCK m 12" BLOW CEILING (2 ROW) R/S s 868 - .. q H.�.l. �_ N c 14'-2y" i 2_8 11 "' 5-0" 5068 °0 ti 2. v ti _ 5'-7y 5'-104" �m� OPT. LOFT/ OFFICE ATH 3 �, ��� CATHEDRAL CLG EDRAL CL �, z 16'-4' x 13'-0" zCD EAD RD WA{N T c 0 --- - - - - - - --,— CLW - -- - -� — " " --- L - - - -N — I po 00 " " 14-2� e. -4y 5,-11 CQ 11 -9 12 X12 FLAT FOR CLG. FAN - NO MIR OR N BEDROOM 3 ww CATHEDRAL CLG w ' _ N DOW 4 I sill, 11'-2" x 10'-8" .� Q i 6. " ,E RI ER Q w c�4 w w tk: 00 N M 00N ol I ( I I C N 3050 S ® 3050 SH ® 3050 SH 80" Aff 80" IFF 80" AFF 2'-6" 14'_1° 12'-3)/2" 6'-g, 38--l/V2- NOTE: -12NOTE: PROVIIDE ARC FAULT IN ALL BEDROOMS SECOND FLOOR PLAN SCALE: 1/4"=1'-0" P AREA TABULATION 0 MAIN FLOOR PLAN 1478 SQ.FT. 0 WE g xc h; SECOND FLOOR 450.62 SQ.FT. o 0 La.u-0- TOTAL A/C AREA 1923.62 SQ.FT. -� FRONT PORCH 194 SQ.FT" JOB NO. 248 SQ.FT. Paradise Preserve GARAGE 453 SQ.FT. TOTALAREA 2823.62 SQ.FT. SHEET TITLE SHEET SECOND FLOOR PLAN A n n r g11 Ste lira, r 8 8 8 8 N O V- N } W D W W W N W W W V J 5 � ' W AD.2 - U -Q" rr �--- 2'-0" 10'-1 1/8"PLT. 10'-1 1/8"PLT. `' Z 8:12 8:12 SLOPE SLOPE co � N 9 FLAT CEILING ,,, D ° D -4- CN 4 a D J► _ Q D - 4 ° - CQ �c i6 LU 9� p D °. a p d O O LL N o �o FLAT CO a ° ° D4 D -° p b 4 C V tib , `� �Q ° �. ° ST Q. I1 J N ° D t > w � a 2 8 K LINE N o 0. 0- CEILING co a~J. FLAT CEILING - . TR 8 '�' FLAT CEILING-) 0 13-1/2:12 eqsSLOPE TgRQVq S40,000000,�( _ —. 1 �£Y gP �.2 AD.2 — —•— (....FLAT* CEILING D ° 10'-1 1/8"PLT. °° . CCATHEDRAL CEILING r CN uj cij r—i T CEILING c Q ;D A �� ROOF SADDLE - RIMP ADJUST FOR ° D AD.2 •-• p • � BgSrgR OFMCE T. cTjLjILING ° ° Y °O N w AD.2 CEILUNG D ° "pc1d � o RIDGE co _ °4 ° D (....FLAT CEILING FLAT CEILING FLAT CEILING 5 ("..FLAT CEILING'''' - RIDGE 1 — ' RIDGE D° CV LJ °. D O _ FLT CEILING V 5 cv w 0 CL AD.2 cool r i � FLAT CEILING FLAT CEILING 10'-1 1! "PLT. 10'-1 1/8"PLT. T -4" 8:12 8:12 a 1'-0" I r 4 AD.2 0 U ROOF LAYOUT o 23 "m X � SCALE: 1/4"=V-0" 08 OI S! ° au- n0. L * JOB NO. Paradise Preserve SHEET TITLE SHEET ROOF LAYOUT A ^ e% �I r EXTERIOR �$ ELEVATION NOTES w . [NOTE-EXTELEV) 1. GRADE CONDITIONS MAY VARY FOR ' INDIVIDUAL SITE FROM THAT SHOWN. ' BUILDER SHALL VERIFY AND COORDINATE PER ACTUAL SITE CONDITIONS. ' 2. PROVIDE ROOF AND SOFFIT VENTS AS T-8"x 2'-8"GABLE END WINDOW REQUIRED BY CODE AND MANUFACTURERS 12 SPECIFICATIONS. 18" R ROUND WINDOW 9 R ROUND WINDOW W/BLACKEND GLASS (�Q N v N 8'-1 1/8"PLTZ } } � w Q � .,.� -0 12 LAP SIDING 8 0 0 0 o w w w w to to u0 SHAKE SHINGLES SHAKE SHINGLES T w w w L 12 0'-0"2ND LEVEL F.F. �} 10'-1 1/8"PLT. ASPHALT SHINGLES 10'-1 1/8" PLT. Y12 .. 01 7'-8"PLT. IEZE4YTPj W 4"TRIM (TYP) CID GALVALUME a � O O1 0'-0"F.F. 6 M � 0'-0"F.F. � � J m It It I IIIIIII 04 GRADE GRADE 2> IN 42"HANDRAIL 8"BAND(TYP) 8"X8"FRAMED COLUMN 10.0 a OBSCURE GLASS SIDE LITE Front E SCALE: 1/4"=V-0" 8'-1 1/8"PLT. - "ASPHALT SHINGLES 12` 12 - 12- 3.5 0'-0"2ND LEVEL F.F. 3.5 qV 10'-1 1/8"PLT. — 10'-1 1/8"PLT. LAP SIDING 4"FRIEZE(TYP) 4"TRIM (TYP) 8"X8"FRAMED COLUMN 0'-0"F.F. GRADE 8"X8"FRAMED COLUMN 42"HANDRAIL 8"BAND(TYP) SCREENED PORCH I? V ■ w Rig t Elevation o SCALE: 1/4"=1' m E c aU- a L • JOB NO. Paradise Preserve SHEET TITLE SHEET FRONT&RIGHT ELEVATIONS A ^ A EXTERIOR ELEVATION NOTES _ [NOTE—EXTELEV] 1. GRADE CONDITIONS MAY VARY FOR INDIVIDUAL SITE FROM THAT SHOWN. BUILDER SHALL VERIFY AND COORDINATE g g, PER ACTUAL SITE CONDITIONS. 2. PROVIDE ROOF AND SOFFIT VENTS AS REQUIRED BY CODE AND MANUFACTURERS " SPECIFICATIONS. r N �+ T-- N } Q ZJ J 1 x 6 TRIM ATTACHED TO w w w w FACIA C w w w N 9"R ROUND WINDOW L W/BLACKEND GLASS — r 8'-1 118"PLT. 12 4"FREIZIE(TYP) 8 a _ a ASPHALT SHINGLES W 12 W 3.5 0'-0"2ND LEVEL F.F. q� co 10'-1 1/8"PLT. loll 10'-1 1/8"PLT. o r1oloo, LAP SIDING �. can Cq 0 o ti 4" FRIEZE(TYP) c C m M J� 4"TRIM(TYP) cl > ai m c �a° a 0'-0"F.F. 0'-0"F.F. GRADE GRADE SCREENED PORCH 8"BAND(TYP) 80IX8"FRAMED COLUMNS Rear Elevation- SCALE: 1/4"=l'—O" ASPHALT SHINGLES— 8'-1 1/8"PLT. 8'-1 1/8"PLT. 12 00 - w 1 co A'-0"2ND LEVEL F.F. 0'- ND LEVEL F.F. �— LAP SIDING 10'-1 1/8"PLT. 10'-1 1/8"PLT. P 's L i r a 4" FRIEZE(TYP) s a 4"TRIM (TYP) 0'-0"F.F. z 0'-0"F.F. u c N a GRADE a GRADE 0 aj - E o r 8"BAND(TYP) a u- a Q- JOB NO. Left Elev o Paradise Preserve - SCALE: 1/4'=i'-0" SHEET TITLE SHEET REAR&LEFT ELEVATIONS An C! � I1 a l ll I 2'-3Ell -3 3 -3 2 - 103 64 1 6 -3 2 -0 Cr Lc) C14 O r N 1 } w Z J J rs N N D :3D '-0" 3'-0 W w w � N 1'—Z» J _ L .� 1120001 r 0 0 »' ■ W Lo - U _ W KITCHEN o 00 z toiq CABINET ELEVATIONS ami a x 3•c w SCALE: 1/2"=1'-0" m� n C � cMpp m N d �C O a° a I:]- ED a I N ,— „ 4 0 N I 1 O I O • gal q 1% r% r% 03 $004 KITCHEN CABINET ELEVATIONS SCALE: 1/2"=1'-0" O [ 0 O O O 0 O O 0 O O `o NO MIRROR NO MIRROR NO MIRROR I I �r- 2'-6" 2'-6" 2'-6" 21-6» 1'-8» i CD LUL 0 + o o 0 00 I OIC � N d' N , m. Owl • JOB NO. MASTER BATH BATH 2 BATH 3 Paradise Preserve CABI ET ELEVATIONS CABINET ELEVATIONS CABINET ELEVA SHEET TITLE SHEET SCALE: 1/2'4-0" SCALE: 1/2"=l'-O" SCALE: 1/2"=V-0" INTERIOR ELEVATIONS A V ELECTRICAL KEY 9 .0 }$ SINGLE POLE OUTLET DUPLEX CONVENIENCE OUTLET , DUPLEX OUTLET ABOVE COUNTER , Wp WEATHERPROOF DUPLEX OUTLET ' (agj GROUND-FAULT CIRCUIT-INTERRUPTER 'S g. DUPLEX OUTLET HALF-SWITCHED DUPLEX OUTLET ® SPECIAL PURPOSE OUTLET/JUNCTION BOX 49: DUPLEX OUTLET IN FLOOR 0 220V 220 VOLT OUTLET ® OVERHEAD DUPLEX �- WALL SWITCH N y } 3 THREE—WAY SWITCH g i'"-4 FOUR-WAY SWITCH 1*4-R RHEOSTAT SWITCH o w w w w co co co �►-DI DIMMER SWITCH cow w w REINFORCED JUNCTION BOX N W cr w -(�- CEILING MOUNTED INCANDESCENT L LIGHT FIXTURE r ' T LIGHT FIXTURED INCANDESCENT U) - }- RECESSED INCANDESCENT LIGHT FIXTURE W - - RECESSED ADJUSTABLE EYEBALL M ■ ` INCANDESCENT LIGHT FIXTURE a• U Y PC WITHNPULICECNT HA{NGHT FIXTURE ® � �--- - --- - - -- - - - - EXIT LIGHT ...HB (f) J 1 0 _. - - - - - - - � EMERGENCY LIGHT W FLUORESCENT LIGHT FIXTURE 2014 ILI Al FLUORESCENT LIGHT FIXTURE WITH PULL CHAIN co q t, TRACK LIGHT q q °q. ° . °• q ° " " O EXHAUST FAN (VENT TO EXTERIOR) c CARPET I TIL /'". I I EXHAUST FAN/LIGHT COMBINATION I '---.___ —— I I °q , ° q ° P A° q ° ° (VENT TO EXTERIOR) I ]] EXHAUST FAN WITH HEAT LAMP ma I I I ( PB °° - (VENT TO EXTERIOR) c M 2 I \ — p ` I ® CHIMES � N I I PUSHBUTTON SWITCH / CLG. BRK. ` GF1 � A qSMOKE DETECTOR o fo I \ EUIRE WP a FOR HEAT DETECTOR PENDENT I I I ,; Q CO2 DETECTOR I I I LIGHTING ------ IGHTING I I t - - I ABV. THE I J°c�5 _ o I I \ QT THERMOSTAT . q I BAR t �o I Q SPEAKER I I CARPET I o 3 0 , I I \ 4 b PHONE (1-CAT3) I I t TLE CPT. CPT. T EJILO ATE o javul'u ES TO N DDC (1-CAT5, 1=RGt&) YFEALL I I ° MDC 2 CAT5, 2 RG6TOE I ® ( )FLOOR � ^��� � t _ _ I I p � ELECTRIC METER I I I ALONG I ♦ U =T=_— —� r� ELECTRIC PANEL I _ THEREF— — t p. ) _ __ _ _ .D CEILING FAN PREMARE CABINE 17- �r qa (PROVIDE ADEQUATE SUPPORT) -BNFL � ��-- -- '''� -. • WlSP L----J UNDER LIGHT PREWIRE I UGHTING TI I m \ r�• ° (PROVIDE(PROILING FAN VIDE ATE SUPPORT)I ` VV I I CABINET I LE \ \ I I 2 CLG_BRK._( I \ r� - , _ \\ �; ° �° ELECTRICAL NOTES: l I -------- t TILE -- \ °, ° ° [NO�CTMI _ t6—___ __ 3 3 \ ° 1. PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE. B \ DETECTORS AS REQUIRED BYr NATIONAL FIRE - - A +� ` \ A ATER , ° PROTECTION ASSOCIATION (NIFPA) AND MEETING U DDC I �I ` \ t a ° p THE REQUIREMENTS OF ALL 1GOVERNING CODES FI O TNER lt�OP / I 1 \ n PROVIDE AND INSTALL GROUND FAULT ' LOW VOLT _ _ , I I \ ° 4 2• uRCUiT-INTERRUPTERS (GFI)I AS REQUIRED BY " — `— ° p• NATIONAL ELECTRIC CODEND MEETING TOP ® 72 t (� '� q.t - a ° °-. (NEC)( ) PPECIALTY WIRING A -- — � ® I I / THE REQUIREMENTS OF ALL GOVERNING CODES. I I / q ELECTRICAL CONTRACTOR TO PROVIDE REQUIRED ETC.. TO BE WIRED T - - TI4 i Q J / 3• DIRECT HOOK-UPS/CUTOFFS. CARPET THIS CLOSET CARPET CARPET G / / : " °- a HVAC CONTRACTOR TO VERIFY THERMOSTAT 4. LOCATIONS. q ° ° ° 5. ALL ELECTRICAL AND MECHANICAL EQUPMENT (I.E. 4, ° � p � � q. FURNACES,SAN TARYSUMP PITS, DRAIN TILE SUMP,C UNITS, ELECTRCAL AND e � p 4 WATER HEATERS) ARE SUBJECT TO RELOCATION DUE TO FIELD CONDITIONS. a GFI OUTLETS IN BACKSPLASH ° ELECTRICAL DEVICES: ABOVE FINISHED FLOOR: _ f SWITCHES OVER COUNTER. . . . . . . . . .48" TO CL CP ILETILE i CARPET WALL OUTLETS OVER COUNTER. . . . . . .48" TO CL \ ID D6 i REMAINING SWITCHES . . . . . . . . . . . .48 TO CL _ tt jr m WALL OUTLETS. . . . . . . . . . . . . . . .16" TO CL t BATH VANITY BRACKET OUTLET TO CL1 2 88 • � � NAI GAS WATER HEATER (1" ABOVE TOP OF MIRROR). . . . . . " ' ow — �� WATER SOFTENER AND SUMP OUTLETS 48" TO CL ITELEPHONE 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 CL 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 NO DOORBELL BUTTON. . . . . . . . . . . . . .LEVEL W/ DR HANDLE MAIN FLOOR ELECTRICAL KITCHEN WALL HUNG MICROWAVE M OUTLET . . . . . . . . . . . . . . . . . .76" TO CL U SCALE: 1/4"=1'-0" KITCHEN DISHWASHER RECEPTACLE . . .UNDER SINK o N KITCHEN RANGE . . . . . . . . . . . . . . .24" TO CL $ NOTE: PROVIDE ARC FAULT IN ALL BEDROOMS KITCHEN REFRIGERATOR. . . . . . . . . . .48" TO CL m o WASHER/DRYER OUTLET. . . . . . . . . . .48" TO CL a U.. a • JOB NO. CL = CANTER UNE 1 = FIELD VERIFY Paradise Preserve 2 = MASTER BATH STANDARD 30" HIGH VANITY TO BE RAISED 4" SHEET TITLE SHEET MAIN FLOOR ELECTRICAL r— ,1 4 I ' ELECTRICAL KEY g _ [NOTE—ELECSYM] - �& SINGLE POLE OUTLET DUPLEX CONVENIENCE OUTLET - DUPLEX OUTLET ABOVE COUNTER �qy & P WEATHERPROOF DUPLEX OUTLET PO:GFI GROUND-FAULT CIRCUIT-INTERRUPTER $ DUPLEX OUTLET HALF SWITCHED DUPLEX OUTLET ® SPECIAL PURPOSE OUTLET/JUNCTION BOX :a DUPLEX OUTLET IN FLOOR 220V 220 VOLT OUTLET ® OVERHEAD DUPLEX cr 04 WALL SWITCH } Z �; J -3 THREE-WAY SWITCH �-4 FOUR-WAY SWITCH R RHEOSTAT SWITCH w w w DM DIMMER SWITCH co w w w Q REINFORCED JUNCTION BOX }- CEILING MOUNTED INCANDESCENT LIGHT FIXTURE r 10- WALL MOUNTED INCANDESCENT LIGHT FIXTURE -ter°- RECESSED INCANDESCENT LIGHT FIXTURE ■ W - RECESSED ADJUSTABLE EYEBALL » INCANDESCENT LIGHT FIXTURE • INCANDESCENT LIGHT FIXTURE •� _0_PC WITH PULL CHAIN EXIT LIGHT O EMERGENCY LIGHT - W • FLUORESCENT LIGHT FIXTURE ILI FLUORESCENT LIGHT (FIXTURE WITH PULL CHAIN CD +� TRACK LIGHT Q EXHAUST FAN (VENT TO EXTERIOR) c -( - EXHAUST FAN/LIGHT COMBINATION .. (VENT TO EXTERIOR) 3,u-F ii - ] EXHAUST FAN WITH HEAT LAMP o,"a (VENT TO EXTERIOR) co t*- �M ® CHIMES °°ccy PB PUSHBUTTON SWITCH 0) Q SMOKE DETECTOR a°nom. ------------------ Q HEAT DETECTOR 'FC CO2 DETECTOR THERMOSTAT SPEAKER 7A PHONE (1-CAT3) S RCD WAIN T H DDC (1-CAT5, 1-RG8) ® MDC (2-CAT5, 2-RGA) Sp I 0 ELECTRIC METER ELECTRIC PANEL ♦ ` i i ' � T I � � i CEILING FAN PREWIRE i / (PROVIDE ADEQUATE SUPPORT) DOW 4 S•� ♦ i i i i 6. IE RI! E � 4 i i iop i i 4 CEILING FAN / LIGHTS PREWIRE (PROVIDE ADEQUATE SUPPORT) ELECTRICAL NOTES: I. PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS AS REQUIRED BY' NATIONAL FIRE PROTECTION ASSOCIATION (NEPA) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES PROVIDE AND INSTALL GROUND FAULT 2• CIRCUIT-INTERRUPTERS (GFI) AS REQUIRED BY NATIONAL ELECTRIC CODE (NIEC) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. ELECTRICAL CONTRACTOR TO PROVIDE REQUIRED SECOND FLOOR ELECTRICAL3- DIRECT HOOK-UPS/CUTOFFS.. HVAC CONTRACTOR TO VERIFY THERMOSTAT 4. LOCATIONS. SCALE: 1/4"=1'-0" ALL ELECTRICAL AND MECHANICAL EQUPMENT (I.E. 5' FURNACES, A/C UNITS, ELECTRICAL PANELS, NSANITARY SUMP PITS, DRAIN TILE SUMP, AND NOTE: PROVIDE ARC FAULT I N ALL BEDROOMS WATER HEATERS) ARE SUBJECT TO RELOCATION DUE TO FIELD CONDITIONS. ELECTRICAL DEVICES: ABOVE FINISHED FLOOR SWITCHES OVER COUNTER. . . . . . . . . .48" TO CL WALL OUTLETS OVER COUNTER. . . . . . .48" TO CL REMAINING SWITCHES . . . . . . . . . . . .48" TO CL WALL OUTLETS. . . . . . . . . . . . . . . .16" TO CL BATH VANITY BRACKET OUTLET (1" ABOVE TOP OF MIRROR). . . . . .88" TO CL 1,2 WATER SOFTENER AND SUMP OUTLETS 48" TO CL TELEPHONE OUTLETS. . . . . . . . . . . . .16" TO CL TELEVISION OUTLETS. . . . . . . . . . . . .16" TO CL EXERIOR GFI OUTLETS. . . . . . . . . . . .16" TO CL GARAGE GFI (ABOVE GARAGE FLOOR) 48" TO CL FRONT DOOR COACH LIGHT. . . . . . . . .84" TO CL GARAGE DOOR COACH LIGHT, (ABOVE GARAGE FLOOR) . . . . . . .84" TO CL 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 o DOORBELL BUTTON. . . . . . . . . . . . . .LEVEL W/ OR HANDLE KITCHEN WALL HUNG MICROWAVE M t OUTLET . . . . . . . . . . . . . . . . . .76" TO CL LLR3 KITCHEN DISHWASHER RECEPTACLE . . .UNDER SINK o °; KITCHEN RANGE . . . . . . . . . . . . . . .24" TO CL "9 xcm.. KITCHEN REFRIGERATOR. . . . . . . . . . .48" TO CL m° c WASHER/DRYER OUTLET. . . . . . . . . . .48" TO CL a U-a j Soa"o. al CL = CENTER LINE 1 = FIELD VERIFY Paradise Preserve 2 = MASTER BATH STANDARD 30" HIGH VANITY TO BE RAISED 4" SHEET TITLE SHEET SECOND FLOOR ELECTRICAL r— „� n