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Untitled (2) l • � � � C CD N 4 t U Sherman s Residence �g,E :n � SSA ta = 98SL Jacksonville Beach, N 1+ Q0 co M M Q O O O C? 4 O LU W W U1 BFSTCON Homes L mow • „ U COV N O 0 LL N M J . 2 N ro > � C7 C � a° a — f. ■ rrr CIO - - ..__. ..._.------- CN co r� J � a� T3 a� Y a a 0 [ LL m ? � o � rn x 1 m '�'C A�PPr2©VE© u a CITY OF Al LANN UAW .� pp }!!11 ■ JOB NO. 04-81-0023 Iv CU�I Paul's Bay SHEET TITLE SHEET COVER SHEET AD ----------- .. .............. . r U j .4 m m c1 m o c m a w c E GENERAL NOTES 4D ABBREVIATIONS SHEET INDEX N q 3 N p '2 A.B. ANCHOR BOLT FAS FASTEN(EA) PAR PARALLEL �LL m y yyy555 U a E .o 1. All work performed shall comply with all applicable Local and State Building codes, 5. SIDING&ROOFING A ABV ABOVE F F.B. FACE BRICK P P.BD. PARTICLEBOARD ordinances,and Regulations and all other authorities having Jurisdiction. A/C AIR CONDITIONING F.B.O. FURNISHED BY OTHERS PC.CONC. PRECAST CONCRETE ARCHITE^'"r URAL A. Vapor Barrier shall be applied on all exterior walls. Install as per manufacturers ACC ACCESS F.O. FLOOR DRAIN P.E. PORCELAIN ENAMEL (�/_ pp AC.T, ACOUSTICAL TILE(CLO) F.E. FIRE EXTINGUISHER PED PEDESTAL(SINK) requirements. AFF ABOVE FINISH FLOOR F.F. FINISH FLOOR(LINE) PERI PERIMETER A.D' AREA DRAIN F.G. FIXED GLASS PKG PARKING 2, Minimum Design Loads, B, Install#15(min.)felt under all shingles, ADD ADDENDUM FGL FIBERGLASS PL PLATE(HEIGHT) AQ.Q COVER SHEET FLOOR: 40 P.S.F.Live Load ADH ADHESIVE FIN FINISH P.LAM. PLASTIC LAMINATE c� 10 P.S.F.Dead Load C. Nails only to be used for roof shingle attachment. ADJ ADJUSTABLE FLO FLASHING PLAS PLASTER 00A1 " w r— - AGG AGGREGATE FLR FLOORING) PNL PANEL � w N 6 No staples allowed. > ABBREVIATIONS> SYMBOLS AND ti Cp 0 m W o .1 INDEX A.H.u. AIR HANDLING UNIT PLUR FLORESCENT(LIGHT) PNT PAINT(ED) a o 0 o a r ROOF: 40 P.S.F.Live Load AL ABOVE LANDING FN FENCE PR PAIR(OF) GENERAL NOTES 10 P.S.F.Dead Load D. Flash all roof to wall conditions. ALT ALTERNATE FND FOUNDATION PREFAB PREFABRICATED ppp Verify design loads with local Building codes and Conditions.Refer to Structural E. Gutters to be 5"(min. 27 auge aluminum with baked enamel finish, Downs ut to be 4" ALUM ALUMINUM F.O. FACE R PSP POUNDS PER SQUARE FOOT to co )• 9 � A.P. ACCE55PANEU FP FIREPROOF PSI POUNDS PER SQUARE INCH Engineering for all structural details,specifications,anP1 N PARTITION d notes. .20 gauge aluminum with baked enamel finish. APx APPROXIMATE FPHB FIRE PROOF HOSE BIBS LAYOUTS � 7 � ARCH, ARCHITECT(URAL) FPL FIREPLACE P.T. PRESSURE TREATED(WOOD) ASPH ASPHALT PR FRAME(D)(ING) PV PAVE(D)OR PAVING A.T. ASPHALTTILE PS FULL SIZE PVC POLYVINYLCHLORIDE(PIPE) 3. CONCRETE 6, INSULATION AUTO, AUTQMATIC FTG FOOTING PVMT PAVEMENT r� AVG AVERAGE FUR FURRED(ING) PWO PLYWOOD A2.0 FOUNDATION PLAN A. Foundation types and designs may vary with the individual pertinent soils conditions on A. Provide R-11 (Min.)batt insulation in all exterior walls and R-119(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 838 B AIDE BASE CAB. G.B. GAUGE Q.T. QUARRYTILE A2.1 MAIN FLOOR PLAN where inadequate soils or landfill occurrences require special or additional design for spaces,plus R-19 at exposed floors. All insulation to meet HIUD minimum property specs. B B F BOARD .BGYPSUM(WALL)BOARD structure or as mill ation due to these occurrences. R-11 balls at fireplace chase walls and under fireplace unit BF BITUMIN-FQLD(DOOR) G.C. GENERAL GRADIN CONTRACTOR R RISER{ON STAIRS) A2.2 SECOND FLOOR PLAN g g p 817, BITUMINOUS GD GRADE OR GRADING R r'-- BLKG BLOCKING G.D.O. GARAGE DOOR OPENER A.B. RETURN AIR W BLDG BUILDING GFI GROUND FAULT INTERRUPTER RAI RUBBERADIBASE A2.3 ROOF PLAN BLK BLOCK(CMUs) GL GLASS OR GLAZING RBL RUBBLE A2,4 FRONT & RIGHT ELEVATIONS B. All design,revisions,engineering,installation and liability of soil Conditions,gas mitigation BLKG BLOCKING GL.BK. GLASS BLOCK R.D. ROOF DRAIN and structural designs due to inadequate soils or landfill occurrences shall be the 7• DRYWALL BM BEAM G.1. GALVANIZED IRON REFR REFRIGERATOR responsibility of the"Builder Developer"Or it's subcontractors involved with the design and B,M• BENCH MARK GT GROUT REQ REQUIRED A2.5 REAR & LEFT ELEVATIONS e '' installation of such;and the Architect shall not be held liable or responsible for their BP BI-PASS(DDDR) RES RESILIENT 6+ BAG BEARING 42"H 4Y HIGH(WALL) REV REVI5IUN(S),REVISED A2.6 INTERIOR ELEVATIONS � �.. — w implementations. A. All walls to have 1/2"gypsum and all Ceiling to have 5/8"gypsum or 112"ceiling board unless BRK BRICK H HB HOSE BIBB REINF REINFORCED(ING) noted otherwise, B.S, BOTH SIDES H.C. HOLLOW CORE RFG ROOFING BSMT BASEMENT WD HEAD OR HARD R.J.B. REINFORCED JUNCTION BOX L �1'R I CA L B. Use water resistant gypsum board for exposed walls and ceiliing at shower and tub wall Bl'M OR BOT BOTTOM H.D. HEAT DETECTOR OR HEAVY DUTY RLG RAILING C. Contractor shall be responsible for size,location and installation of revised steel reinforcing areas receiving fiberglass enclosure, BTWN BETWEEN HDR HEADER R&M RANGE W/MICROWAVE per local codes or specific soil conditions,whichever is more restrictive. BVLBEVELED HDw HARDWARE B.W. BOTH WAYS HOT HEIGHT RM ROOM R.O. ROUGH OPENING 8, INTERIOR TRIM AND FINISHES to be selected by contractor. ^ CAB CABINET H,Z HOLLOW METAL R.O,W. RIGHT OF WAY E1.1 MAIN FLOOR ELECTRICAL PLAN C HORZ HORIZONTAL R&5 ROD AND SHELF(S) � n D. Soil test must be approved by Gea technical Engineer prior to footing pour. C.B. CATCH BASIN HR HOUR u) N GEM CEMENT H.R. HALF POUND(WINDOW) SC SOLID CORE(DOOR) E1.2 SECOND FLOOR ELECTRICAL PLAN CER CERAMIC 9, DOORS&WINDOWS HS HORIZONTAL SLIDER S SCH SCHEDULE CF CUBIC FOOT HTG HEATING E. All concrete footings are designed to bear on minimum soil pressure of 3000 p.s.f.and CRAM CHAMFER SD SMOKE DETECTOR c'>_ HVAC HARDWO D(FLOORS)AIRCOND. SEC SECTION DETAILS _ 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(FLOURS) o o u. S.F. SQUARE FEET � � ti reinforce concrete footings and poured concrete walls as required for specific soil conditions C.I.P.CQNC. CAST-IN-PLACE CONC, SF.GL. SAFETYGLA55 _ ti or local Codes,whichever,is more restrictive. B. Door and window infiltration shall be in accordance with local ordinance and shall meet CIR CIRCLE LB, IRONING BOARD 5,G.D. SLIDING GLASS DOOR performance standards ANSUAAMA 101-88 for metal windows DH-C40 for vinyl windows CIRC CIRCUMFERENCE .D. INSIDE DIAMETER SH SINGLE HUNG OR SHELF(VING) m a C J. CONTROL JOINT OR CONSTRUCTION JOINT LL.O, IN LIEU OF and the CRF shall not be less than 55, sHT (DRAWING)SHEET WL m CK CALK(ING)CAULK(ING) I.M. INSULATED METAL ADA FOUNDATIION & WALL SECTIONS � 0 Q CL CLOSET OR CENTER LINE INS OR INSUL INSULATED(TION) SHT M SHEATHING F. All concrete shall attain a 28 day compressive strength of 3,000 ps.i. SIM SIMILAR /7 � > CLG CEILING INT INTERIOR SKL SKYLIGHT AD.2 ROOF SECTIONS C. Provide insulatingdouble glazing at all exterior lass areas and tempered glass in all sliding CUR CLEARANCE) 5L SIDELIGHT OR SLEEVE 9 g g g CLS CLOSURE OR CLOSER(DOOR) JST JOIST(FLOOR OR ROOF) SNC SEALANT AD.3 MISC DETAILS G. Provide minimum 4"concrete cover at under slab utility locations. When concrete glass doors and in windows as per local codes, CM CENTIMETER($) JT JOINT a a. encasement of utilitylines is required,increase slab thickness at the utility line. Install SPC SPACER rty CMU CONCRETE SPEC SPECIFICATIONS AD.4 MISC DETAILS utilities lines well below slab, C.O. CASED OPENING KD KNOCKDOWN(CEILING) SPK (AUDIO)SPEAKER(S) D. Caulk at all sash,sliding glass doors,entrance doors and bottom plates(all sides of COL COLUMN KIT KITCHEN S.ST. STAINLESS STEEL A D.5 MISC DETAILS openings)and head flash all windows and doors. COMB COMBINATION KO KNOCKOUT STD STANDARD H. Provide isolation joint material(asphalt impregnated)between foundation walls and all slabs GONG CONCRETE KPL KICK PLATE(ON DOOR) STG OR$TO STORAGE CONDENSERCOND (AC) KIS KNEE SPADE STL STEEL including patio, porch and sidewalks. CONST CONSTRUCTION 10. MECHANICAL&ELECTRICAL CONT CONTINUOUS i LAM. LAMINATE(U) STIR STRUCTURAL CONTA CONTRACTOR Lr LAV LAVATORY(SINK) $Q SQUARE DED I. Provide"Zip Strip"or tooled control joints where indicated on the foundation plans. CORR CORRUGATED SUS SHEAR WALL DIMENSION NOTE A. All electrical and plumbing requirements shalt comply with local building codes. All outdoor, L.B.O. LIGATION BY OTHERS 5.W. SHEAR WALL p g q p y 9 CPR COPPER LIV LIVING bathroom and garage wall receptacles shall be provided with ground fault circuit protection. C OR CPT CARPET Service panels to be(min.)20 circuit,100 amp,110 volt. CRS COURSEL.P. LAMINATED PLASTIC S) L.L. LIVE LOAD T 7 TREAD(AT STAIRS)OR TILE 4. FRAMING CSMT CASEMENT T.B. TOWER BAR LT LIGHT T.B.P. TO DETERMINED C.5T. CASTSTONE L.T. LAUIIDRYTUB TC 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 exceeding the LTL LINTEL T.C.J. TRAWLED 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 CCR TR CE NNECOIRR NNTERCOUNTER LVL LAM VENNER LUMBER(BEAMS) TEMP. TEMPERED(GLASS) 6Fteripr. LVA LOUVER 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 r local code below adjacent M METER(S) THK THICK(NESS) p p per ) D 12"0 12"DEEP M MAX MAMMUM 2,000,000 psi in Modules of Elasticity,E finish grade. 0 DRYER,OR DRAIN THR THRESHOLD MAS MASONRY T•D.C, TOP IF CONCRETE DBL DOUBLE MATL MA•'t:flIAL T.O.F. TOP OF FOUNDATION B. Unless otherwise rioted,all dimension framing lumber shall have an allowable bending DECO DECORATIVE MC MEDICINE CABINET T.Q.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 MEC iANICAL T.O.W, TOP OF WINDOW otherwise, DEP DEPRESSED MFR. MANUFACTURES TR OR TRN TRANSOM(WINDOW) DET DETAIL MH MAVHOLE TP TOILET PAPER HOLDER VARIES 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 rcm.ote 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 ;onduit shall be capable of accepting a low voltage minimunn 2 conductor cable supplied DIAM DIAMETER MISC MISCELLANEOUS y g {� DIM DIMENSION MLD MOULDING UC UNDERCUT(DOOR) 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. The water department shall make the A.L. DEAD LOAD MM MILLIMETER UNF UNFINISHED eSamae connections.Plate Institute, DN DOWN(STAIRS) MMB MEMBRANE U.N.O, UNLESS NOTED OTHERWISE DIMENSIONS ARE TAKEN FROM FACE TO FACE OF MASONRY CIO D.P. DAMP-PROOFING M.O. MASONRYOPENINGLM DR DOOR MOD MOVUL?"a VB VANITY BASE UNIT OR PACE OF MASONRY UNIT TO FACE OF STUD. 2• high density T&G,Plywood sub floor glued and Waited. Panel span rating shall be APA DRY DRYER MACHINE MRB MARBLE V V.B. VAPOR BARRIER 24/32, Exposure 1,with sealed edges, Instal!per manufacturers'spacing and edge OS DAWN SPOUT MTL METAL VB38 38"WIDE VANITY BASE recommendations. F. Water service shall be t"minimum from each exterior shut cliff valve. D/S DRAWER STACK(CABINET) MT MULLION R M VERT (SHEE-AL D.T. GRAIN TILE MULL MULLION OR MULLED VIN (SHEET)VINYL CIO DTL DETAIL V.S.,TVEGETABLE SINK DW DISH WASHER N/A NOT APPLICABLE V.T. VINYL TILE � 0. All shower head heights to be 80"AFF at fiberglass showers and 84"AFF at ceramic N.I.C, NOT IN CONTRACT Lu 3• 4"underlayment(minimum)under vinyl or life on wood frame floor systems. g g DING DRAWING Showers. DWR DRAWER NL NAILABLE r�, W WIDE W3630 36"W X 30'H WALL GAB 4 NOM I 4. Min'32"high density O.S.B.wood roof sheathing with'H'clips.APA panel span rating shall C EA EACH NTS, NOT ES SCALE Y Y R WASHING MACHINE y be 24/0,exposure 1,with sealed edges, Install per manufacturers'spacing and edge G E0 EYEBROW(FLAT ARCH) N.G.V,p, NAT.GEODETIC VERTICAL DATQM WC WATER CLOSET E.F. EACH FACE WD WOOD recommendations. IMPORTANT NOTE: � OA OVERALL WF WIDE FLANGE(STEEL BEAM) • E.J. EXPANSION JOINT OBS OBSCURE(GLASS) WH WATER HEATER ALL. REFERENCES BY STRUCTURAL & MEP EL ELEVATION O.C. ONCENTER W.M. WALLHUNG D. Roof truss systems shall be fabricated with woad chords and wood webs in accordance with ELEG ELECTRICAL) O,CA.D OVERHEAD CABINET Wt WROUGHT IRON ■ designs prepared under the supervision of a registered professional engineer. EO ENGINEERING WILL SUPERSEDE ALL NOTES, E.P. ELECTRICAL PANEL O.D. OUTSIDE DIAMETER WIC WALK-IN CLOSET REFERENCES & CALL OUTS ON THE ARCHITECTURAL EST ESTIMATE UAL O.G.D. OVERHEAD GARAGE DOOR AIN WINDOW DH OVERHEAD W!Aro WITH OR WITHOUT E.W,C, ELECTRIC WATER COOLER OPNG OPENING WP WATERPROOFING) PLANS. NOTIFY DRAFTERS OF DISCREPANCIES & EXG EXISTING OPT OPTIONAL W.R. WATER RESISTANT E. Roof trusses manufacturer shall submit 2 sets of sealed shop drawings to builder for CLARIFY CONFLICTING INFORMATION. EXT EXHAUST OSB ORIENTEpSTRANDBpARD SCT WATER WAINSCOT approval of roof trusses and beams EXT EXTEROR ATTIC VENT WSCT WAINSCOT W.T.W. WALL TO WALL WWM WELDED WIREMESH F. Min'/te exterior grade plywood or OSB wood sheathing behind all masonry veneer,dryvit CALCULATION panels and cedar siding.See elevations for locations. G. Pressure treated lumber to be used where wood is in contact with concrete and for 2x4 mud SYMBOLS sill. FORMULA:H. Exterior deck construction shall be with pressure treated lumber with dimensions as FORMULA. indicated on the plana I I EARTH PLYWOOD ELEVATION KEY OR SECTION KEY � 1 SQUARE INCH VENT FOR EVERY 300 SQUARE INCHES OF CEILING SHEET NUMBER s .• ..':•- SAND OR GRAVEL FILL LLL)LL1 W INSULATING SHEATHING *144 SQ. IN. = 1 SQ, FT. BLDG.CEILING(SF)X 144= BLDG (SQ. IN.) WOOD STUD PARTITION L BATT INSULATION BLDG. (SQ. IN.)/300=SQ, IN, OF VENT REQUIRED g DETAIL NUMBER OR SECTION KEY SQ. IN.OF VENT REQUIRED 12=50%AT RIDGE&50%AT EAVES SHEET NUMBER 3-2X4 WOOD POST OR 2-2XIS UNLESS OTHERWISE NOTED RIGID INSULATION LZIABRICK WATER CLOSET ANGLE CAREA TABU CONCRETE BLOCK r CENTERLINE CONCRETE TUB/SHOWER MAIN FLOOR PLAN 169��5�� SQ.FT. HS HOSE BIBB(FREEZE PROOF) ECr N V FLOOR 1022 S .FT. STONE —SECOND — —� r � QCN q--- GAS LINE STUB n LAVATORY TOTAL A/C AREA 2717 SQ.FT. Q N Q ® STEEL 120 d PENNY FRONT PORCH 108 SQ.FT. d a DIMENSIONAL LUMBER DOUBLE SINK LANAI 160 SQ.FT. .� PERPENDICULAR PLATE GARAGE 487 SQ.FT. JOB NO. D4-Bt-4023 R � _ ---- — BLOCKING SINGLE SINK TOTAL AREA 3472 SQ.FT. Paul's Bay ROUND OR DIAMETER FINISH GRADE WOOD SHEET TITLE SHEET GENERAL n r NOTES L FOUNDATION NOTES _ [NOTE_FOUNDATION] a •g 3 1. STRUCTURAL FOUNDATION PLANS SHALL R2 LE 8 BE BY OTHERS. SEE STRUCTURAL � A � .s ENGINEERING FOR ALL STRUCTURAL DETAILS AND NOTES. 2, SLOPE GARAGE FLOOR 1/8" PER FOOT TO 4 ,2 ° = OVERHEAD GARAGE DOOR OPENING. ° 3. 4"CONCRETE SLAB w/6"x6"x10"/10"W.W.M. S OVER 6 MIL VAPOR BARRIER OVER CLEAN J_ m S d 8 z E 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 CONY. FRAMING PLAN. 5, SUPPLY SEPARATE CONDUITS TO ANY ISLANDS FOR GAS AND ELECTRIC, 6. CONFIRM ALL FLOOR OUTLET LOCATIONS a o o p WITH BUILDER AND/OR HOMEOWNER PRIOR a TO SLAB POUR. ° CD 7. GENERAL CONTRACTOR TO PROVIDE SLAB CONTROL JOINTS EVERY 400 SQ. FT. - L •� • C w 70'-0" ® 2-STORY FOUNDATION ' s 45--0" 25-0" CONFIGURATION 3'-3%" 10'-8%" 4'-0" 7�„ 4'-0" 11Y" S-6" 11'-3° ® CONFIGURATION RY TION I--� 31 0„ h-I-� t „ „ (2) 4° CO A/C PADS 1 -9I2 1 -s 3-9%2 2'-8 4-3lil", OPT. PAD w/ DOOR ------------ 1 --_ c 3 I 4 � N 0 AD.1 i i Ap.1 P BL.00K CH NGE O A I HB > x I I1 — �. ._._ ..... ..,._ ..... ..... ._..- - - - - - - - —.... .,... _,. _ _ — ...._ — ...— ..._ .,r ._.. — _... .... ..... ..... ..._ ...._ ...._ _ I Ii F — II ------1- - -- ..- - - -- - - _.. � - � mN O d ii it AIO i C 0 1 JAG ZZI ii `° I MQT R I � a ACC SS A J CN —10 / -------------- R S �I I� ❑ SLOPE 2" I a e a0 E� I I LU W I 1 ' U_ 4, BLOCK CHANGE N I _ cv) 11-81f a \ I I �� I W/S P 111 D/ IP 24'-2" _7�2 2'-7" I _-_--� I L.__�.j I1 I AD.1 i OPTI NALL-----��---I-- UTILI TUB I I I I .4 4 . � d av S-3" 2'-10" 4#-())' I I 24'-7y2" ' I s I VERIFY INTERIOR BEARING WALLS I I I BLOCK CHANGE I e r-- I WITH TRUSS ENGINEEERING c"I V/�YX NOTE: ALL ANGLES ARE 45° I_ - - - - I �_ I UNLESS OTHERWISE NOTED — O- -O—C—. S—TE—PS— - - - - - - - - - - - - -- T � W/ 10" TREADS s 4 A R co Ln o I SLOPE 1" I I I AD.1 i A ------ �r----- N ► I 31/2" CONC. SLAB W/ U LU W r — I I I ( 6 x 6 NO. 10 WWM OR FIBERMESH. 11 I I REINF. OVER VAPOR BARRIER I I ' [7)CL 11 I OVER CLEAN COMPACTED �' i o u Mo 1 + i r `- `i i STEPS TO GR DE TSPS TO GRADE ( 0-0 FIN. FLR. i REQ'D BY CODE TREATED FILL ! � 1otIF IER'D BY CODE I s'/zip I YL i I I SLOPE 1" I I a ?� I (n° -51/2' Ob I INr00 I AD.1 I l i I I 9 I I 5 ADA AD.1 I II I Q i_ — - - - - - -- - - BLOCK CHANGE._ .._ L ,_... _.. -- - _. - - ._. — __ - -- -- - - - - - - - - - - - - - - - .._. ..... .._. .._ ._ _ — - - - -_ - - - - - - - ...- .r_ — _.,. — _...,. ..... ..._ ..._ ._. ._.. - - -- - - ._._ ..... - - — — r- - - - - - � BLOCK CHANGE HB 3 AD.1 24'-5y2„ 12_11" 16'-7y2" 2'_0„ 6,_0„ 54'—On $'—Q" 54'-0" 70'-0" CD FOUNDATION ycDcl e i. U- c! SCALE: 1/4"=11'-O" a, oro O y 1j sri O C N m E o n0 .2? a A ■ JOB NO. 04-B1-0023 Paul's Bay SHEET TITLE SHEET FOUNDATION r PLAN L 'l2_l pff&dtde___, hi 1 ..... ..... r MAIN FLOOR NOTES G Q [NOTE-FLOOR] s 1. WINDOW GRILLS ARE STANDARD IN FRONT 2 AND SIDE ELEVATIONS AND REAR 2 it7 ELEVATION TO BE CLEAR GLASS. ro 2. ALL UNDIMENSIONED PARTITIONS ( �' ARE 3 1/2" ROUGH. ro 3. ALL ANGLED PARTITIONS ARE 45 $ DEGREES UNLESS OTHERWISE NOTED. 4 4. PROVIDE MINIMUM 2-2x12's w/1/2" 8 S 'a E a PLYWOOD FLITCH PLATE AT ALL EXTERIOR 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 NOTED. ALL SUCH CONCENTRATED LOADS SHALL BE TRANSFERRED TO FOUNDATION cD oS w N a0 VIA BEAMS, POSTS AND/OR SOLID r- C6 ob w 0) o BLOCKING. 0 0 0 0 0 r 6. ALL.EXTERIOR DIMENSIONS ARE TO FACEw � OF STUDS UNLESS OTHERWISE NOTED, Lo 7, ALL TRUSSES TO BEAR ON EXTERIOR cn w WALLS AND/OR GIRDER TRUSSES UNLESS0 a� OTHERWISE NOTED ON FOUNDATION PLAN. L 8. TRUSS MFG. TO SIZE MEMBERS, FASTENERS, 70'-0" HANGERS& SET SPACING FOR ALL TRUSSES, 1 9. WINDOW SUPPLIER TO VERIFY AT LEAST 4'-0" 6'-10° 1 -9Y2 1'-6" 8'-2" 2'-�9" 11'-9y2" 1 '_0" ONE WINDOW IN ALL BEDROOMS TO HAVE A CLEAR EGRESS OPENING OF 5.7 SQ. FT. C w WITH MIN, DIMENSION OF 24" IN HEIGHT AND CONDENSER CONDENSER OPT,286 SC W/42"x 2"STOOP 20" IN WIDTH; SILL HEIGHT NOT GREATERoe r--_ ---iTHAN 44"ABOVE FLOOR. IF 10. BALLOON FRAME ALL EXTERIOR WALLS(ABOVE 8'-1")TO UNDERSIDE OF ROOF �' 0 H� SHEATHING -PROVIDE FIRE STOPPING r•� .... 3060 H 306D H 2O30 H 88GL a KS j Ij j EVERY 8'-0"VERTICALLY IN WALLS>8'-1". 90"A F 1D' 1 1/9"PLT. 90"A F 90"A F 10'-1 1/8"PLT. 90"AFF 1 jl i 1 9'1 1/8"PLT. 11, ALL HANDRAIL BALUSTERS TO BE - SPACED SUCH THAT A 4"SPHERE CANNOT DBL R/s ®' _ PASS BETWEEN BALUSTERS. — — r - ` — D/s I �( )) q W/Fi 4 d 12. ALL ELECTRICAL AND MECHANICAL 1 CUzzl MOTOR ACCESS EQUIPMENT& METERS ARE SUBJECT TO � d I 5'JA uzzl Tu� \ RELOCATION DUE TO FIELD CONDITIONS; w ¢ SHELF @ 9'-0" �r \ a° d . n 0� BOTTOM "' a I 10'-0"CLO. I a \ CONTRACTOR TO VERIFY. 1 I _ � 13. FOR ADDITIONAL NOTES SEE GENERAL _ RECES ED GLS SHOWER \ :� 4 �' NOTES ON TITLE SHEET& DETAILS.ui 0 1� _ENCC. 24TDUOR-1 \ °` v. . I o� — \ 14, TYPICAL WINDOW HEAD HEIGHT SHALL BE E 0 0 40,5"KNEE WA Q 2068 PKT ff5Yj 96"ABOVE FINISH FLOOR (U.N.O.).`D '-10 - 1 DROPPED CLQ.@ ' \ 15. WINDOW MANUFACTURER TO TEMPER ALL m a 10'-0"CLG. FOR A/C CHASE w 1 U 1 .a WINDOWS 2'WITHIN DOORS, OVER TUB& �"L MASTER SUITE N ¢ SHOWERS 7 WINDOWS WITHIN 18"OF THE 0 xLL 5 6 5-7Y2„ 4'-3" 5'-8" z� \ v 4 m CobVAULTED CLG. (FROM 10' L��L2068 PKT Op I I a 1 \ ' e a FINISHED FLOOR. a a HEAD I I LU 12-CAR \\ ° " I I HLL v 4 ri I 10"0"CLG. `vcl) �' _QARAGE O e e 4 N PED.SINK I 9'-0" CLG. N 1 2x8WALL N ° BATH I -- - _ m �I ��rp � ��� �Wl DRYER ENT ° ° ' 4 ' rt I�.I r.. r q 10'-0" CLG. DBL RAS I i X��X�1 I I W/SPI II D/SP I THRu s 13 1 9 �D6O 12'-8,r 2868 PKT a —OPTIONAL ---_JL-----�I esti � ��, , , UTILITY TLB LITY 1 � , N dh I @ 19R 1 10'_0° CLG4 10,-0,CLG. SLOPED CLG. I /� °9 J I I I UNDER STAIRS O / °. - o co co Ft'S OHC c0v °— STEPS TO GRADE -6n� � n I I " Q.OPENING 1 I HEADER @ 5-8" _(2)1668 DESK REQ'D BY CODE I 1 l' w -1 BOTTOM 9 SHELF@8' ' 4 I o cc � I ENTRY iI S 9y7-4pVAULTED 1'D"PQNYALL w/ 22s% I . ua w � Ln 2'-6"HANDTIL x I q o ■ o rn 11 a 1 1 I------ I I LL,W I -_-__- _---8:1Z -------I--7 3:12 N I 1 OPT, I LILUF __ ________________ POST TO CLG, I I 1 " , I I STARTING TREAD I D/W frQ I U� I ��Z----------- "vis LA All ma I OI 1 1�'-0" C G. 40.5"h WALL I I I m(/) N CD I , GREAT ROOM i w/15'BARTp I I u_._. I I DORMER IN CEILING 3,- �, FRONT 11 STE S TO GRAVE . VAULTED CLG. FROM 10' REQ 0BYCOD 1 I I 1 1 Zym:� , I 4a =� ©n 1 I r f--L� N 1 1 czi�uLL I � I I 32"KNEE WALL o¢ 1 Q'-Q" CLG. a N4aK `�°KITCHEN 48" I o E _-_-_____�-____====�' DINING 1 , CD U-0 CLG z,"D,S 10'-�"CLG. 1 , r I I Q c CN 11 1 I I RANGE 1 ABOVEVEL VIAULTED CLG. FROM 10LL in N u�. I I i • w/MICRO HOOD 1I 1 G,¢ co US 21" 0 21" L/S I 8:12 , 3:12 w 1 1 I � 0� \=� I 1 I OHOOHC f — _. — .._ — — N -- 10'-1 118"PLT, gg ELKS 10'-1 1/8"PLT. J909A F 90p FF 30 SH F 8"SQ FRAMED HB COLUMNS( 8'SO.FRAMED 1YPJ COLUMN(TYP.) AD.1 z 2'-�" 2'-2Y2" 2'-4" 16_0° 3'-4" 2'-9Y2" 6'-8" 6'-3" 16'-7)/2" Ole 3,-7„ 4,_5" 54'-0" 2'-0' 6'-0" 70'-0„ 4 9 t � F 0 LL AREA TABULATION MAIN FLOOR PLAN 1695 SQ.FT. 0. U. a .� SECOND FLOOR 1022 SQ.FT. JOB NO. 04-B1-0023 N TOTAL A/C AREA 2717 SQ.FT. Paul's Bay FRONT PORCH 108 SQ.FT. LANAI 160 SQ.FT. SHEET TITLE SHEET GARAGE 487 SQ.FT. MAIN FLOOR PLAN A2. 1 TOTAL AREA 3472 SQ.FT. L 0 s 2 0 �a R E I (V r= a0 � of rn a LU W W co 70'-0" 24'-2" 21,-6" 11 6'-0" 14' 4" 4,-0,, 3'-0" 9'-6" 2'4" 4'-3" 2'-5' Caw w . � SHELF BO OM @ 8'-0VJ" ; ■r 50 FF 905A �H �14 90 F - - - - -- - - - - ._... .- _._ - _... - ..._ - .- - - - .- - - - - ...._ - - Y _ 6 GABL - w - - - .Y.._ - - - _.-. - - - - - - ..- - -.., _.. - - - - _.-. - - i SHELF @ E'6" / I 2 ti AT BEDROOM 2 �' / AULTED CL I °' FRO0 a I CATHEDRAL CLG.IFROM 10'°' / Na 10'-0"CLG. roc-? m cn co I 12"x 12•FLAT / / FOR FAN I I% ,,, 1668 N N J I Q a 0. 0. I i m I 3'-10" JiO4 p„ 1'-6" 2'-6„ 2668 I BEDROOM 4 2 I z I 42"HANDRAIL 2'-0" 4'-0" CATHEDRAL CLG. FROM 10' LL I I - I cm - 10'-0"CLO. 2' GLG/STORA E - - - �� L_ J BOT @ 8'-1 1/ A. .F. DO NN 9R I - `tl 12"x 12"FLAT I I I@ •2" a10'-0"CLG. 8 o¢ FOR FAN PLANTER-12" I I _ 1'-0"PONYINALL R/S "' ( SHELF @ / 6S /(2j�20�8/ / / / / / / / `-C I( ■ � ���� _ I(I OPEN TO BELOW I ' " DORMER IN CEILING ------- I ���-------- I cu I 9-2 4'-2„ 2 w0 1 - L3 LL 12”x 12"FLAT i� FOR FAN 3 0 III I LL I I o o I � . r --� ----------- � CO t.� III I a I I L_ ;� 0- co I BEDR6OM 3 a �����=W==------------ CATHEDRAL (tLG. FROM 10' TU DY III l CA HEDRAL CLG. III I N Tu- I FR M 10' III OPEN TO BELOW I I I NL .._.. _. .._._ _...- -- -- - — — — ._._ ._.,.. ..-. --- — — — — ---- — — — __.. ._._. .-.._ — — — — 2 6 3050 SH - 3050 SH- 90"A F 90"AF F AD.1 3'-1Q1/2" 16'-7y2" 24'-2" 37.-10" 2,µQ„ 2'_0" 4,_Q" 70'-0" asa B SECOND FLOOR PLAN 4 SCALE: 1/4"=1'-0" _ C AREA TABULATION MAIN FLOOR PLAN 1695 SQ-FT. SECOND FLOOR 1022 SQ.FT. • JOB NO. 04-B1-0023 wi TOTAL A/C AREA 2717 SQ.FT. Paul's Bay FRONT PORCH 108 SQ.FT. LANAI 160 SQ.FT. SHEET TITLE SHEET GARAGE 487 SQ.FT. SECOND FLOOR n PLAN �1 . TOTAL AREA 3472 SQ.FT. L i r p � � aa� o E n c ,S m (D N T N W tz Cd Cn' 07 m o C O 4 O O w W co af L — � CDw e . V) 5 � i r - #/8"BRG. - -- VY- 18"BRG. — - - - - ----- - -- a-- A — -- --- �- 4 ,r 4 m 0 LLLL I a - I I ----44V-1_4ul$'=BRG. T a U`t � M - I SE OND LEVEL °- °�. N -- I 8:12 co U) ° �(D corn SLOPE I ° a ° a > � - v 1 --f 9 N - --- �/ — - a a �— a' _�. . T- ...� .:x — -- —._..,�. .:r- 1 1 - sLOP� co _ 4 A _ . o � _... CD U) (j W a yLU ❑ RIDGE I r a- I 8:12 z I - SLOP 47 70 r d' 6 LU m 1 - - r CL _ 5 4 co o I AD. ° U) a ° d ■ I RIDGE , I __ / .. 10'-1 1/811—B R�G ( I FIRST LEVEL II 6 cu coo I I I AD.2 I N U-I I I I AD.2 I I -j Ab.2 I L812 I I I SLOPE _ —• 1 : ( 3:12 AD.2 8:12 j I sl oPE 7LOPE I I I 12 sLOP� I i , I I I -.--- --__--- --- i I II I II � I I I I I it I -�r iI m 2 5 Ab.2 AD.2 Q? c� Ora T1 ncu � i ROOF LAYOUT 0 :jm SCALE: 1/4"=1'--0" ,,� P � L Ce. & p G Cy � y CC A ' dl-d ■ JOB NO. 04-s1-0023 Paul's Bay SHEET TITLE SHEET ROOF PLAN A2■ . L ......... 1 EXTERIOR ELEVATION NOTES y ' MIR [NOTE_EXTELEV] 6" TRIM ATTACHED TO FASCIA 1 GRADE CONDITIONS MAY VARY FOR INDIVIDUAL SITE FROM THAT SHOWN. o BUILDER SHALL VERIFY AND COORDINATE v g _ - PER ACTUAL SITE CONDITIONS. :2o d ' --- � —'— — v — — 2. PROVIDE ROOF AND SOFFIT VENTS AS - g d Q A 8 E REQUIRED BY CODE AND MANUFACTURERS LL SPECIFICATIONS, - - - - 12 ASPH. SHINGLES (TYP.) r r r r N 10'-11/8" PLT 0 0 0 o a a w w u, 6" BAND _ - - _ LAP SIDING (TYP.) J 8" BAND (TYP.) 1 -8 1/2" PLT BEAM TO BE SIZED 8 .. BY ENGINEER 9'-11/8" PLT tlp N 8" SO FRAMED �� M COLUMNS (TYP.) 0 N a X �O O LL LL G ti 4" TRIM (TYP.) °' t0 N fq 7 n c n 0'-0" F.F. OrnOrr F.F. GRADE I L GRADE FRON f ELEVATION- SCALE: 1/4'=1'-0" L 12 8 SEE WINDOW TRIM DETAIL SHEET AD.4 (TYP.) X10'-1 1/8" PLT co LAP SIDING (TYP.) - - --- 8" BAND (TYP.) - - - -- - - _ 12 3 f -- - - ASPH. SHINGLES (TYP.) 3 — - - - -- 1/8" PLT 4 FRIEZE (TYP.) 4" FRIEZE (TYP.) 4" TRIM (TYP.) - - F f �I� �- _ - -_ - 4,r TRIM (TYP.) L Q 8" BAND (TYP.) II iIII II r - - _ - -- - - --- k ! C7 r SEE SHEET AD.3 L JLON — F. 0'-0" F. ___ I r ___ _ _ _ ___ ___ _ _ ._ __ ___ 0'-0" F.F. 2 _ . " III I I I I f I I I I � 1 ° a GRADE -- - -- OPT. DOOR L �L � GRADE CL Lf ■ JOB NO, 04-B1-0023 RIGHT ELEVATION- Paul's Bay SCALE: 1/4"=V-0" SHEET TITLE SHEET • FRONT & RIGHT A2.4 �' r 4 ELEVATIONS L - EXTERIOR ELEVATION NOTES [NOTE_EXTELEV] wo ro 1. GRADE CONDITIONS MAY VARY FOR INDIVIDUAL SITE FROM THAT SHOWN. 0 3 � 8 BUILDER SHALL VERIFY AND COORDINATE PER ACTUAL SITE CONDITIONS. � z _ 2. PROVIDE ROOF AND SOFFIT VENTS AS y G o E REQUIRED BY CODE AND MANUFACTURERS ASPH. SHINGLES (TYP.) SPECIFICATIONS. fD W N I+ 1-0'--1 1/8" PLT _ . _.. ., - __ _r T - _— w_ _ - -- 10'-1 1/8" PLT 0 0 0 o r - — - p - - Uj cn ' SEE WINDOW _.._ _-.._._..-..._ � L .� TRIM DETAIL V-6" DIA, VENT 4" WINDOW TRIM (TYP.) SHEET AD.4 6" TRIM ATTACHED TO FASCIA Ln 12 14 m C LAP SIDING eS — — r, - 6" TRIM _� V) 4" FRIEZE (TYP.) X1.0'-1 1/8" PLT - -- W - - — 10'-1 1/8" PLT N r � CCpp c N BEAM TO BE SIZED BY ENGINEER 4" TRIM (TYP.) ° , m n � M 8" SQ FRAMED m COLUMNS (TYP.) w 0 8" BAND (TYP.) SEE SHEET AD-3 0 r- 0'-0" F.F. - - — 0'-0" F.F. (D GRADE .. GRADE 4 TRIM (TYP.) 8 TRIM (TYP.) 4 TRIM (TYP,)_j (n (D READ ELEVATION- SCALE. 1/4"=1'-0" (D U 12_ ---- 8 SEE WINDOW TRIM DETAIL ASPH. SHINGLES (TYP.) n li SHEET AD.4 ------- - �__ - _ 12- 3- 10'-1 2 10'-1 1/8" PLT - " FRIEZE (TYP.) _ LAP SIDING (TYP.) 11'-8 1/2" PLT 6L 7'-6" T.O.W. TRIM (TYP.) a BEAM TO BE SIZED 8" SQ FRAMED BY ENGINEER COLUMNS (TYP _ .) COLUMNS (TYP ) `�° _8" SID FRAMED T — - r- @ � a (12) 8 GLS BLKS - -- - @ 54" AFF- ----- _ _ �__ 42 HANDRAIL 9 cD Q'-0" F.F. 0'-0" F.F. M f n�. LL c7 All GRADE GRADE mE l 0- LL L1. LEFT ELEVATION- SCALE., JOBNd 44-61 0023 1/4"=1'-0" Paul's Bay SHEET TITLE SHEET REAR & LEFT ELEVATIONS 2