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Paradise Circle 910 • zz CL E ec Home MA i acksonvi e e aclorida i BESTCON e � Homes i • » . Mo i = a wcn �3 (D cu i i r �L -1000" ca w d� o � d a J� v 6 a ' n • a h. .r , 4 0.29 ' ■ JOB NO. 04-Bi-0044 SURFER KEY Z �up SHEET TITLE SHEET COVER AO . 0 Y r Periods only used on one 'W Ord abbreviations, if the abbreviation Is a different word by Itself; e.g. ARCH., BIT., and LAM. SHEET I '$ GENERAL NATES 4D ABBREVIATION S Periods are usually used when abbreviating multlple wards, unless they , ` Lv are very common without periods; e.g. AFF, HVAC, R/A, and WWM. A.B. ANCHOR BOLT FAS FASTS N(ER) PAR PARALLEL 1. ALL WORK PERFORMED SMALL COMPLY WITH ALL APPLICABLE LOCAL AND STATE BUILDING CODES, 5. SIDING&ROOFING A ABV ABOVE F F.B. FACE BRICK P PAD. PARTICLE BOARD ARCHITECTURAL ORDINANCES. AND REGULATIONS AND ALL OTHER AUTHORITIES HAVING JURISDICTION. A/C AIR CONDITIONING F.B.O. FURNISHED BY OTHERS PC.CONC. PRECAST CONCRETE AOA COVER SHEET A. VAPOR BARRIER SMALL BE APPLIED ON ALL EXTERIOR WALLS. INSTALL AS PER MAARJFACTURER'8 ALC ACCESS F.D. FLOOR DRAIN P.E. PORCELAIN ENAMEL AC.T. ACOUSTICAL TILE(CLG) F.E. FIRE EXTINGUISHER PED PEDESTAL(SINK) REQUIREMENTS. AFF ABOVE FINISH FLOOR F.F. FINISH FLOOR(LINE) PERI PERIMETER A1.1 INDEX ABBREVIATIONS, SYMBOLS AND 2. MINIMUM DESIGN LOADS: A.D. AREA DRAIN F.G. FIXED GLASS PKG PARKING r B. INSTALL#15(MN.)FELT UNDER ALL SHINGLES. ADD ADDENDUM FOL FIBERGLASS PL PLATE(HEIGHT) GENERAL NOTES FLOOR: 40 P.S.F. LIVE LOAD ADH ADHESIVE FIN FINISH P.LAM. PLASTIC LAMINATE 10 P.S.F, DEAD LOAD C. NAILS ONLY TO BE USED FOR ROOF SHINGLE ATTACHMENT. ADJ ADJUSTABLE FLG FLASHING PLAS PIASTER NO STAPLES ALLOWED. AGG AGGREGATE FUR FLOORING) PML PANEL ROOF: 40 P.S.F. LIVE LOAD A H.U. AIR HANDLING UNIT FLUR FLORESCENT(LIGHT) PMT PAINTED) LAYOUTS IO P.S.F. DEAD LOAD D. FLASH ALL'ROOF TO WALL CONDITI0N5, ALT ALTERNATE FN FENCE PR PAIR(OF)ALUM ALUMINUM FNDFOUNDATION PREFAB PREFABRICATED p A.P. ACCESS PANEL F.D. FACE OF PSF POUNDS PER SQUARE FOOTry VERIFY DESIGN LOADS WITH LOCAL BOLDING 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 A2.0 FOUNDATION PLAN ENGINEERING FOR ALL STRUCTURAL DETAILS.SPECIFICATIO1I6,AND NOTES. ,20 GAUGE ALUMINUM WITH BAKED ENAMEL FINISH, ARCH. ARCHITECT(URAL) FPHB FIRE PROOF HOSE 8189 FTM PARTITIONEY ASPH ASPHALT FPL FIREPLACE P.T. PRESSURE TREATED(WOOD) A2.1 MAIN FLOOR PLAN A.T. ASPHALT TILE FR FULL SIZxING) PV PAVE(0)oR PAVING A2.2 SECOND LEVEL FLOOR PLAN 3. CONCRETE 6. INSULATION AUTO. AUTOMATIC F$ FULL SIXH PVC POLYVINYL CHLORIDE(PIPE) AVG AVERAGE PTO FOOTING PVMT PAVEMENT AWNG AWNING FUR FURRED(ING) PWD PLYWOOD A2.3 ROOF PLAN A. FOUNDATION TYPES AND DESIGNS MAY VARY WITH THE NOWIDUAL PERTINENT sons CONDITIONS ON A. PROVIDE R41 (MIN.)BATT INSULATION IN ALL EXTERIOR WALLS AND R49(MINIMUM)BLOWN INSULATION B 836 36'WIDE BASE CAB, � GA GAUGE 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 UNHIEA D 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 MEET HUD MINIMUM PROPERTY SPECS. 8D BOARD G.B. GYPSUM(WALL)BOARD BF BI-FOLD(DOOR) G.C. GENERAL CONTRACTOR R RISER(ON STAIRS) A2.5 REAR 8t LEFT ELEVATIONS r T, STRUCTURE OR GAS MITIGATION DUE TO THESE OCCURRENCES, R-11 BATTS AT FIREPLACE CHASE WALLS AND UNDER FIREPLACE UNIT. BIT. BITUMINOUS GD GRADE OR GRADING R RIA RETURN AIR W BLKG BLOCKING G.D.O. GARAGE DOOR OPENER R.B. RUBBER BASE A2.6 INTERIOR ELEVATIONS M BLDG BUILDING GFI GROUND FAULT INTERRUPTER. RAD RADIUS BILK BLOCK(CMUs) GL GLASS OR GLAZING RBL RUBBLE B. ALL DESIGN, REVISIONS, ENGINEERING, INSTALLATION AND LIABILITY OF SOI.CONDITIONS,GAS MITIGATION BLKG BLOCKING GL.BK. GLASS BLOCK R.D. ROOF DRAIN � _ (f� AND STRUCTURAL DESIGNS DUE TO INADEOUOTE SOILS OR LANDFILL BM BEAM G.I. GALVANIZED IRON OCCURENCES SHALL BE THE 7 DETAIL SHEETS REFI REFRIGERATOR r RESPONSIBILITY OF THE BUILDER -DEVELOPER'OR IT'S SUBCONTRACTORS INVOLVED WITH THE DESIGN ARD DRYYIALL B.M. BENCH MARK GT GROUT REQ REQUIRED INSTALLATION OF SUCH;AND THE ARCHITECT SHALL NOT BE HELD LIABLE OR RESPONSIBLE FOR THEIR BP BI-PASS(DOOR) RES RESILIENT ADA FOUNDATION & WALL SECTIONS OF A. ALL WALLS TO H�Q'EGYPSUht AND ALL CEILING TO Huf►�'OYPSUHI DlRli'CEILING BOARD lNLE85 "- 42N 42'HIGH(WALL) REV REVISION(.REVISED ••r IMPLEMENTATIONS. BRICK BIG BEARING HB HOSE 0188 REINF RI=tNFOIRCED(ING) AD.2 ROOF SECTIONS NOTED OTHERWISE. B.S. BOTH SIDES H.C. HOLLOW CORE RFG ROOFING BSMT BASEMENT HD HEAD OR HARD R.J.B. REINFORCED JUNCTION BOX B. USE WATER RESISTANT GYPSUM BOARD FOR EXPOSED WALLS AND CEILING AT SHOWER AND TUB WADI 13TH OR BOT BOTTOM M.D. MEAT DETECTOR OR HEAVY DUTY RLG RAILING AD.3 MiSC DETAILS C. CONTRACTOR SHALL BE RESPONSIBLE FOR SIZE,LOCATION AND INSTALLATION OF REVISED STEEL REINFORCING AREAS RECEIVING FIBERGLASS ENCLOSURE. RTWN BETWEEN NOR HEADER RAM RANGE W/MICROWAVE PER LOCAL CODES OR SPECIFIC SOIL CONDITIONS,WHICHEVER IS MORE RESTRICTIVE. BVL BEVELED HDW HARDWARE RM Roots AD.4 M1SC DETAILS B.W. BOTH WAYS MGT HEIGHT R.O. ROUGH OPENING H.M. HOLLOW METAL R.O.W. RIGHT OF WAY B. INTERIOR TRIM AND FINISHES TO BE SELECTED BY CONTRACTOR. C CAB H C.D. ABINHTBASIN H HORIIZONTAL RBS ROD AND SHELF(S) AD.5 M I SC' DETAILS CATMR OUR D. SOIL TEST MUST BE APPROVED BY GEO TECHNICAL ENGINEER PRIOR TO FOOTING POUR. CEM CEMENT H.R. HALF ROUND(WINDOW) SC SOLID CORE(DOOR) 9. DOORS A WINDOWS CER CERAMIC HS HORIZONTAL SLIDER S SCH SCHEDULE CF CUBIC FOOT HTO HEATING SO SMOKE DETECTOR m i E. ALL CONCRETE FOOTINGS ARE DESIGNED TO BEAR ON MINIMUM SOIL PRESSURE OF 5000 P.S.F. AND CHAM CHAMFER HVAC HEATING/VENTILATING/AIR COND. SEC SECTIONp O W SHALL BE PLACED ON FIRM, UNDISTURBED SOIL 3'-6'MINMIM BELOW GRADE. CONTRACTOR TO A. ALL PATIO DOORS-OPERABLE LEAF INSIDE, C.I. CA$T IRON. HWD HARDWOOD(FLOORS) S.F. SOUARF FEET ELECTRICAL c My,(L 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 t g OR LOCAL CODES, WHICHEVER, LS MORE RESTRICTIVE. B. DOOR AND WINDOW INFILTRATION SHALL BE IN ACCORDANCE WITH LOCAL ORDINANCE AND SHALL MEET CIR CIRCLE I.R. IRONING BOARD S.G.D. SLICING 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 CW SHALL NOT BE LESS THAN 55. C.J. CONTROL JOINT OR CONSTRUCTION JOINT I.L.O. IN LIED)OF SHT (DRAWING)SHEET "( CK CALK(ING)CAUI"K(NG) I.M. INSULATED METAL SHTHG SHEATHING E1.1 MAIN FLOOR ELECTRICAL PLAN A F. ALL CONCRETE SHALL ATTAIN A 28 PAY COMPRES6IVE STRENGTH OF 3,000 P.S.I. CL CLOSET OR CENTER LINE INS OR(NSUL INSULATED(TION) SIM SIMILAR CLG CEILING INT INTERIOR SKL SKYLIGHT E1.2 UPPER FLOOR ELECTRICAL PLAN CLR CLEARANCE) S c C. PROVIDE INSSULATING DOUBLE GLAZING AT ALL EXTERIOR GLASS AREAS AND.TEMPERED GLASS IN ALL SLIDING SL SIDELIGHT OR SLEEVE O OW CLS CLOSURE OR CLOSER(DOOR) JST JOIST(FLOOR OR ROOF) SNT SEALANT �A. 0. G. PROVIDE mwimuq 4'CONCRETE COVER AT TINDER 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 REOUIRFD, INCREASE SLAB THICKNESS AT THE UTILITY LINE. INSTALL CMU CONCRETE MASONRY UNIT SPEC SPECIFICATIONS UTILITIES LINES WELL BELOW SLAB. C.O. CASED OPENING KD KNOCKDOWN(CEILING) D. CAULK AT ALL SASH,SLIDING GLASS DOGRS, ENTRANCE DOORS AND BOTTOM PLATES(ALL SIDES OF COL COLUMN K KIT KITCHEN SPK (STAIN)SPEAKERS) COMB COMBINATION KO KNOCKOUT S STAINLESS STEEL OPENINGS)/AND HEAD FLASH ALL WINDOWS AND DOORS. STD $TANDAIRD H. PROVIDE ISOLATION JOINT MATERIAL(ASPHALT IMPREGNATED)BETWEEN FOUNDATION WALLS AND ALL$LAOS CONC CONCRETE KPL KICKFLATE(ON DOOR) STG OR$TO STORAGE NCLUOING PATIO. PORCH AND SIDEWALKS. GOND (AC)CONDENSER KIS KNEE SPACE STIR STEEL CONST CONSTRUCTION 10. MECHANICAL I ELECTRICAL CONT CONTINUOUS LAP). LAMINATED) SSO SQUARE , CONTR CONTRACTOR LAV LAVATORY(SINK) SUS SUSPENDEDI E N NOTE ,1 I. PROVIDE'ZIP STRIP`OR TOOLED CONTROL JOINTS WHERE INDICATED ON THE FWHINATION PLANS. COIR CORRUGATED A. ALL ELECTRICAL AND PLUMO(NG REQUIREMENTS SHALL COMPLY WITH LOCAL BUILDING CODES. ALL OUTDOOR, CPR COPPER L.B.O. LOCATION BY OTHERS S.W. SHEAR WALL LW LAYING 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 COURSES)• L.P. LAMINATED PLASTIC T.B. TOWER BAR CSMT CASEMENT LT LIGHT T.B.D. TO BE DETERMINED C.ST. CAST STONE L.T. LAUNDRY TIB TC TERRA COTTA DIMENSIONS ARE TAKEN FROM FACE OF STUD TO A. LAMINATED VENEER LUMBER(LVL)SMALL PROVIDE THE DESIGN VALUES EQUAL TO OR EXCEEDING THIS C.T. CERAMIC TILE LTL LINTEL T,C.J, TROWELED CONTROL JOINTGTR CENTER DR COUNTER FACE OF STUD, UNLESS OTHERWISE NOTED, FOLLOWING: B. PROVIDE GRAY BOX FOR WASHER AND PROVIDE SOLID METAL DRYER VENT(TAPED-NO SCREWS)TO LVL LAM VENNER LUMBER(BEAMS) TEMP. TEMPERED(GLASS) CX CONNEXTION LVR LOUVER CY CUBIC YARD TOG TONGUE B GROOVE EXTERIOR. TEL TE=LEPHONE 2800 PSI N BENDING,FB M METER(S) THA( THICK(MESS) 285 PSI IN HORIZONTAL SHEAR,FY C. ALL SEWER AND WATER SLEEVES TO BE DEPTH AND SEPARATION AS PER LOCAL CODE BELOW ADJACENT THRESH" IE'O IE'DEEP MAX MAXIMUM THR 2,000,000 PSI IN MODULUS OF ELASTICITY,E FINISH GRAtOE. D D DRYER,OR GRAIN MAS MASONRY � T.O.C. TOPOP(FOF CONCRETE DBL DOUBLE MATL MATERIAL T.D.F. TOP OF FOUNDATION B. UNLESS OTHERWISE NOTED,ALL DIMENSION FRAMING LUMBER SHALL HAVE AN ALLOWABLE BETIDING DECO DECORATIVE MC MEDICINE CABINET T.O.M. TOP OF MASONRY STRESS+ 875 P.S.1., (1000 PSI REPETITIVE)DR BETTER. D. PROVIDE MAIN SEWER CLEAN-OUT WITHIN WAY INSIDE OR OUTSIDE OF THE BUILDING LINE UNLESS NOTED DEM DEMOLISH,DEMOLITION MECH MECHANICAL T.O.W. TOP OF WINDOW DEP DEPRESSED MFR. MAIRJFACTUJRER OTHERWISE. TR OR TRT .TRANSOM(WINDOW) CIO DET DETAIL - MH MANHOLE O.F. DRINKiTc'FOUNTAIN MIN MINIMUM TP TOILET PAPER HOLDER VARIES NT1■ � C. UNLESS OTHERWISE NOTED,PROVIDED: E. 4N ALL BUILDINGS A CONTINUOUS CONDUIT SMALL BE INSTALLED FROM THE WATER METER TO AN EXTERIOR TV TELEVISION OUTLET OR LOCATION REMOTE WATER METER READER AT A LOCATION TO BE APPROVE(BY THE WATER DEPARTMENT. THE DH DOUBLE HUNG MIR MIRROR TYP TYPICAL I. ALL TRUSSES SHALL BE SECURELY BRACED BOTH DARING ERECTION AND AFTER PERMANENT INSTALLATION IN CONDUIT SHALL BE CAPABLE OF ACCEPTING A LOW VOLTAGE MINIMUM 2 CONDUCTOR CABLE SUPPLIED DIAN DIAMETER MISC MISCELLANEOUS A BUILDING IN ACCORDANCE WD.L. DEAN LOAD MM MILLIMETER WITH COMMENTARY AND RECOMMENDATIONS AS PUBLISHED BY THE TOM AND INSTALLED BY THE ELECTRICAL CONTRACTOR. THE CABLE SHALL BE COPPER AND A MINIMUM*18. DIM DIMENSION MLD MOULDING U OF UNDERCUT(DOOR) PLATE INSTITUTE. THE WATERS DOPARTMENT SHALL MAKE THE COHNFCTIONS, UNUNFINISHED ON DOWN(STAIRS) MMB MEMBRANE U.N.O. UNLESS NOTED OTHERWISE D.P. DAMP-PROOFING M.D. MASONRY OPENING DIMENSIONS ARE TAKEN FROM FACE TO FACE OF MASONRY DR DOOR MOD MODULAR rr VB VANITY BASE UNIT OR FACE OF MASONRY UNIT TO FACE OF STUD. CU 2- Y'HIGH DENSITY T&G,PLYWOOD SU RFLOOR GLUED AND NAILED. PANEL SPAN RATING SHALL BE APA DRY DRYER MACHINE MRS MARBLE Y V.B. VAPOR BARRIER 24/32, EXPOSURE I,WITH SEALED EDGES. INSTALL PER MANUFACTURERS'SPACING AND EDGE DS DRAWER STACK(CABINET)WT MTL METAL V836 36'WIDE VANITY BASE RECOMMENDATIONS, F. WATER SERVICE SHALL BE P MINIMUM DRAw UM FROM EACH EXTERIOR SHUT OFF VALVE. MT MOUNTEO(ING) VERT VERTICAL O.T. DRAIN TILE MULL MULLION OR MULLED VIN (SHEET)VINYL OTL DETAIL V.S. VEGTABLE SINK CU OW DISH WASHER N/ANOT APPLICABLE V.T. VINYL TILE U3 Y4 3. 'UNDERLAYMENT(MWIMM)UNDER VINYL OR TILE ON WOOD FRAME FLOOR SYSTEMS. G. ALL SHOWER HEAD HEIGHTS TO BE 80'AFF AT FIBERGLASS SHOWERS AND 84'APF AT CERAMIC OWG DRAWING N.I.C. NOT IN CONTRACT LL SHOWERS. DWR DRAWER NL MAILABLE W3630 36W X 30TH WALL CAB NOM NOMINAL W WIDE OR WASHING MACHINE 4• MLNP/' HIGH DENSITY O.S.B. WOOD ROOF SHEATHING wITM'H'CLIPS.APA PANEL SPAN RATING SHALL• EA EACH N.T.S. NOT TO SCALE WC WATER CLOSET BE 0o,EXPOSURE I,WITH SEALED EDGES. INSTALL PER MANUFACTURERS' SPACING AND EDGE EB EYEBROW(FLAT ARCH) N.G.V.D. NAT.GEODETIC VERTICAL DATOM WD WOOD RECOMMENDATIONS. E.F. EACH FACE IMPORTANT NOTE: CIA OVERALL WF WIDE FLANGE(STEEL BEAM) O E.J. EXPANSION JOINT OBS OBSCURE(GLASS) WH WATER HEATER ALL REFERENCES BY STRUCTURAL SI MEP EL ELEVATION O.C. ON CENTER W.H. WALL HUNG ELEC ELECTRIC(AL) O,CAB. OVERHEAD CABINET W1 WROUGHT IRON D. ROOF TRUSS SYSTEMS SNAIL BE FABRICATED WITH WORD a1DRDs AND WOOD WEBS N ACCORDANCE WITH ENGINpIEERING WILL SUPERCEDE ALL NOTES, E.P. ELECTRICAL PANEL O.D. OUTSIDE DIAMETER WIC WALK-IN CLOSET DESIGNS PREPARED LINDEN THE SUPERVISION OF A REGISTERED PROFESSIONAL ENGINEER. REFERENCES & CALLOUTS ON THE ARCHITECTURAL l57 ESTIMATE O.G.D. OVERHEAD GARAGE DOOR WIN WINDOW E.W.C. ELECTRIC WATER COOLER ON OVERHEAD w/w/D WITH OR WITHOUT PLANS. NOTIFY DRAFTERS OF DISCREPANCIES & EXG EXISTING oPNG OPENING WP wATHRPR00ISTAN E. ROOF TRUSSES MANUFACTURER SHALL SUBMIT Z,SETS OF SEALED SHOP DRAWINGS TO BUILDER FOR EXH EXHAUST OPT OPTIONAL W.R. WATER RESISTANT CLARIIFY CONFLICTING INFORMATION. OSB ORIENTED STRANOBOARD W.S. WATER SOFTENER ATTIC VENT CALCULATIONI EXT EXTERIOR APPROVAL OF ROOF TRUSSES AND BEAMS � W T W. wYVpLLCTO WALL �. WWM WELDED WIRE MESH F. MINfly'EXTERIOR GRADE PLYWOOD OR OSB WOOD SHEATHING BEHIND ALL MASONRY VENEER.DRYVIT PANELS AND CEDAR SIDING. SEE ELEVATIONS FOR LOCATIONS. G. PRESSURE TREATED LUMBER TO BE USED WHERE WOOD is N CONTACT WITH CONCRETE AND FOR 2X4 MUD SYMBOLS FORMULA: SILL. 1 SQUARE INCH VENT FOR EVERY 300 SQUARE INCHES OF CEILING H. EXTERIOR DECK CONSTRUCTION SMALL BE WITH PRESSURE TREATED LUMBER WITH DIMENSIONS AS *144 SQ. IN. = 1 SQ. FT. EARTH{ PLYWOOD INDICATED ON THE PLANS, BLDG. CEILING(SF)X 144= BLDG (SQ. IN.) ELEVATION KEY OR SECTION KEY BLDG. (SQ. IN.)1300 =SQ. IN. OF VENT REQUIRED SHEET NUMBER SAND OR GRAVEL FILL ® INSULATING SHEATHING SQ. IN. OF VENT REQUIRED 12=50%D AT RIDGE A 50%AT EAVES WOOD STUD PARTITION BATT INSULATION o DETAIL NUMBER OR SECTION KEY r 4 SHEET NUMBER 3-2X4 WOOD POST OR 2-2X6 RIGID INSULATION a UNLESS OTHERWISE NOTED ® BRICK cu WATER CLOSET ANGLE AREA TABULATION 1z. • � CONCRETE BLOCK � a CENTERLINE -- _ lu .d. .'.� CONCRETE TUB/SfiOWER 0 u "g OSE BIBS FREEZE PROOF) MAI N FLOOR PLAN 1541 SQ- FT. `' �+-- " t sTONE SECOND FLOOR 814 SQ. FT. ED — GAS LINE STUB , y ,� LAVATORY TOTAL A/C AREA 2355 SQ. FT. _` ;:_ IOD ' STEEL z„ E d PENNY FRONT PORCH 142 SQ. FT. f :: °U.0. ® DIMENSIONAL LUMBER ❑ DOUBLE SINK GRILL PORCH 104 BALCONY 130 SQ. FT. PERPENDICULAR JOB Na. 04-BI.0044 BLOCKING GARAGE 494 SQ. FT. R PLATE �❑ SURFER SINGLE SINK TOTAL AREA 3225 SQ. FT. 0 ROUND OR DIAMETER ® FINISH GRADE WOOD KEY SHEET TITLE SHEET GENERAL NOTES A l . I MAIN FLOOR NOTES 20'—a» 20'--0" NOTE-FLOOR I. WINDOW GRILLS ARE STANDARD IN FRONT ' 3 7'-4" 10'-4" AND SIDE ELEVATIONS AND REAR ' " " ELEVATIONTO BE CLEAR GLASS. 2'-0" 8'-0" 8'--0" 2'-0" 7--bY 3-3y 2. ALL UNDIMENSIONED PARTITIONS ( ) 10 ARE 3 1/2" ROUGH. .g g 3. ALL ANGLED PARTITIONS ARE 45 DEGREES UNLESS OTHERWISE NOTED. 4. PROVIDE MINIMUM 2-242's W/ 1/2" ° , `F -° PLYWOOD FLITCH PLATE AT ALL EXTERIOR ° WALL OPENINGS AND INTERIOR BEARING WALL OPENINGS UNLESS OTHERWISE NOTED. 6 P • '+b' x 7'•OGD S. 3-2X4'S MIN. AT EACH END OF ALL BEAMS •'v '•° AND GIRDER TRUSSES UNLESS OTHERWISE NOTED. ALL SUCH CONCENTRATED LOADS SHALL BE TRANSFERRED TO FOUNDATION Us AFF e•GLS ELKS-48"x 48' VIA BEAMS, POSTS AND/OR SOLID BLOCKING. C14 5 SH 24' 1 6. ALL EXTERIOR DIMENSIONS ARE TO FACE LINEN p/5 i K ESS OTHERWISE NOTED. 7. ALL TRUSSES OF STUDS LTO BEAR ON EXTERIOR 8 / \ cam• rn / \ 5068 BYPASS wP TUB 4 WALLS AND/OR GIRDER TRUSSES UNLESS OTHERWISE NOTED ON FOUNDATION PLAN. / \ •�" / B. TRUSS MFG. TO SIZE MEMBERS, FASTENERS, ■ CD -6 1'-7" `1/2 HANGERS B SET SPACING FOR ALL i I _ __ + 9'-0 � TRUSSES. -_�-� v i - i °° 9. WINDOW SUPPLIER TO VERIFY AT LEAST ONE VE i ANDMI) t ACL AORDEGRESS OPENIOW IN ALL NG OF 5.7 SOOOMS TO , beQ ��♦ I , I I VALVE RECESS �`` How WITH MIN. DIMENSION OF 240 IN HEIGHT AND , JF and U 20" IN WIDTH; SILL HEIGHT NOT GREATER G W/24 DOD /D5 TWAN 44" ABOVE FLOOR.2868 PKT 10. BALLOON FRAME ALL EXTERIOR WALLS (ABOVE 8'-1") TO UNDERSIDE OF ROOFrrrrrrrSHEATHING - PROVIDE FIRESTOPPING OPTIONAL EVERY 8'-O" VERTICALLY IN WALLS > W-I"74- 2 CAR GARAGE II. ALL HANDRAIL BALLUSTERS TO BE 3 1a-0 �' s'� � '" ,� 2pti��oowN VALVE SPACED SUCH THAT A 4" SPHERE CANNOT / + 91-0" CLG. � ATTIC ACCESS a� ,z nm PASS BETWEEN BALLUSTERS. 12. ALL ELECTRICAL AND MECHANICAL f — EQUIPMENT Bt METERS ARE SUBJECT TO R I r { I r f RELOCATION DUE TO FIELD CONDITIONS; N ,_ " L r= —� " .N 8'_©" '— .� " L��^,— —J 13. FOR ADDICONTRACTIONAL A�NOTES G � 9 8 41-80 1 X12 3,-5. 6 11 5 g TION T GENERAL Q LL n 1 a STEPS TO GRADE NOTES ON TITLE SHEET !� DETAILS. pl MASTER SUITE 14. TYPICAL WINDOW HEAD HEIGHT SHALL BE g-g� N REQUIRED BY CODE 9'-0" CLG. 96 ABOVE FINISH FLOOR (U.N.O,). m U 15. WINDOW MANUFACTURER TO TEMPER ALL E WINDOWS 2' WITHIN DOORS, OVER TUB a ❑ ❑ �- lill FSHOWERS INISHED 7 WINDOWS WITHING 18" OF THE m N i 1 1/ HIW ° X19GRILLING I00 y- R N ao I wisp 1 1 " °O M © I M PATIO N it LL_J i vCIO 9'-0u CLG. U. - 61 ��,,. BATH 2 k a _ " r m I Ir 2'-4" r a auy 8'SQUARE COLUMN 9 -��� CLG. a I 9'-0'CLG. I m r i[7 ' I I e ❑ ❑ _� ❑ 5 SH 5 5H I I to 8-8 un p oHc ._ - - - - - R/SS I o 1669 ....r_ c '39-REF _ 21150 cV 1tl SPACE L/S A GESa Cu I I I C� 2066 UP I N 24" I H N m I D/S o I , M ;�� � W CD KITCHEN I I a 3' O °° 9'-0° CLG. cu II • IOM mci) LL_�� � I l qa c4 I "R SES w/ 'T io `°"' 1 E4C" "'x ( )7. "R SES w/ '1] n N cti cu 11 -a I �, 1 BEC 36"BC ire OPEN HANDRAIL 1 I I I ^--- SIN W/DI5P. (16 ON I PONY WALL 1 D/W SP 1 Y7•LO �l.`.. LIS ,fj1 z QH —I I I OH�� j --��--�- .��----------- 'n ------------......--'.-._—.�_. 1 .N I 40.5-x WALL SEE INTERIOR I 1 w/15'BARTOP ELEVATIONS 1 iV r---- -- PASS THROUGHuj r---J-- GREAT ROOM I 9'--0" CLG. ; . _ II � 1 � II I 1 4'SO FRAMED COLUMNSI I • II ; II II Q DINING ROOM II R I 9'-0" CLG. , HB M O I 1 1 0 3068 SC 3060 SH 3060 SH W/10'SL 84'AFF 84-AFF r 4 12'-11y" I I I I • II II g I I FRONT n 1804P �H 3060 SH PORCH I I I 84'AFF 84'AFF 8'SO FRAMED 9'-0" CLG. COLUMNS(TYP.) I I v J` II I I I I � I I I I " • 2 _ REA TABULATION 6- 0 2" 5' 1"-_ 5' 1" tom: •'Y..y'� � MAIN FLOOR PLAN 1541 SQ. FT. 0 E �,e:,. SECOND FLOOR 814 SQ. FT. 'V-10V 3'-4" 4'-1" 3'-10 ° ° 6'-1" 5'-1" 3'`OY" � ° TOTAL A/C AREA 2355 SQ. FT. • JOB NO. 04-B1-0044 -$" 12'-•3y" 18'-ay" FRONT PORCH 142 SQ. FT. SURFER • 40'-°" GRILL PORCH 104 BALCONY 130 SQ. FT. KEY - MAIN F PLAN GARAGE 494 SQ. FT. SHEETTITLE SHEET SCALE: 1/4"�1'�a" TOTAL AREA 3225 SQ. FT. MAIN FLOOR A2 . 1 `. •� r $ �W .21 r r c� 30'-4" M • w 5#-7,V2" 5r-4Yrr J. 26-911 16r-7. 6'-8Y" 4'w3)/2r' r7 1 D/S LINEN o •N "N I 8) .4'1 USE i Wl10' RED CC ° 1668 a ri � n ri i M BATH 3 50 re 9'-0" CLG. ND IL �^ l�. a dQ mp as LL p G 2 moo >� N a� � Ow 3� a a o `~ 2666 PKT 9'-0" CLG. CV 1�-g" I 24' a n DIS I RIS . -------------- CVI d- � n N cv " a I 2668 PKT DOL R/S I G z'-10� z-3Y z'-6" - " N 3'-11y" 1'-11y" 5'_4° 4'-5y" kcN BEDROOM 2 9'-0" CLG. BEDROOM 3 a� 9'-0" CLG. cu "N � 6068 SGD co o . I . �2868 sc BALCONY i E 0 0 9'-0" CLG. I ' I 3050 SH 3050 SH I 1 1 84'AFF 84"AFF I I f � 6 I � 6' 0)�" 4'-10Y2" 3'-4" 4'-1" 8'-9" 5'-7" 12'-3y" 3'-8y" 30'--4" a a a `o a ;R SECOND FLOOR. PLANMae SECOND FLOOR PLAN R :• � ,Le. SCALE: 1/4"=1'-0" SCALE: 1/4"=1'-o„ a AREA TABULATION . r MAI N FLOOR PLAN 1541 SQ. FT. + . �` . g 814 SQ. � 02 . SECOND FLOOR �`����. o �.2 ':. 0.IT TOTAL A/C AREA 2355 SQ. FT. FRONT PORCH 142 SQ. FT. JOB NO. 04-81.0044 GRILL PORCH 104 BALCONY 130 SQ. FT. SURFER GARAGE 494 SQ. FT. KEY TOTAL AREA 3225 'SQ. FT. SHEET TITLE s"��� SECOND FLOOR _ A2 . 2 L .� tp 6 a q P it N O � ' / U) .o 1 7:12w SLOPE a 1 _ a uj 7.12 a w -E ZO—PE M� � Af \Q r-----------•------------------------ --•-•----'--•------i 7:12, , FINK ATTIC –SLOPE Fiy }}�.�•.�� OVER GARAGE i w RIDGE to 1 ------_---------_-------------- ------------------ 0 ------_--------_-- i � W '=ti 7:12 11m ry,5 Q� � Noo AD.2 a SLOPE (n AD.2 ' - 1 SLOu PE a cn Il ' a N O 71-R SES w/ I D'T EA O n cuLMM f co cu 7:Iz RIDGE 7:12 SL13SL 'X I I 'yio MOM=J 3 ! I C) II II �\Q W Q. • 4 N -1 8 AD.2 c T OEMo :12 a SLOPE � a x • 11 ROOF LAYOUT • JOB NO. 04-81.0044 SCALE: 1/4-0-l'-O" SURFER KEY SHEET TITLE SHEET ROOF LAYOUT A2 . 3 N1� r e EXTERIOR ELEVATION NOTES [NOTE–EXTELEV] ' I. GRADE CONDITIONS MAY VARY FOR INDIVIDUAL SITE FROM THAT SHOWN. BUILDER SHALL VERIFY AND COORDINATE I?PER ACTUAL SITE CONDITIONS. Z. PROVIDE ROOF AND SOFFIT VENTS AS Illsfit', REQUIRED BY CODE AND MANUFACTURERS SPECIFICATIONS. 712 ASPHALT SHINGLES �7 4" FRIEZE (TYP) 4" TRIM (TYP) 9'-I 1/8" PLS 8 ASPHALT SHINGLES ol F'RAMEDREC w COLUMNS M -0oll' 0.-0" F.F. rrw •r rTl Q � 9'yl I/8" PLT. � 9'-1 I/8" PLT " "" M���1 to L—J, m 11 1 14 8" SQUARE LL FRAMED COLUMNS C4 0'-0" F.F. 0'-0" F.F. — _ - - __ - - -- � a IF I GRADE GRADE 8" BAND (TYP) FRONT ELEVATION. SCALE: 1/4"4l (D cn cu 12 cu T7 ASPHALT SHINGLES 9'-1 1/8" PLT. 8" SQUARE—// ASPHALT SHINGLE FRAMED COLUMNS 0'-0" F.F. - 9'-1 1/8" PLT. 9'-1 1/8" PLT. LAP SIDINGa x q 4 4" FRIEZE (TYP) 4" TRIM (TYP) 8" SQUARE----/ -� FRAMED o u+ COLUMNS a I` -r 0'4" F.F. Ff. ^0'-0" F.F. GRADE GRADE a a 8" BAND (TYP) ■ JOB NO. 0489-0044 • RIGHTSURFER ELEVATION SCALE: 1/4"=11-0* KEY SWEET TITLE SHEET FRONT 8 RIGHT ELEVATIONS A2 . 4 L EXTERIOR ELEVATION NOTES12 dn Go [NOTE—EXTELEV] s I. GRADE CONDITIONS MAY VARY FOR INDIVIDUAL SITE FROM THAT SHOWN, s , BUILDER SHALL VERIFY AND COORDINATE B PER ACTUAL SITE CONDITIONS. b 2. PROVIDE ROOF AND SOFFIT VENTS AS REQUIRED BY CODE AND MANUFACTURERS SPECIFICATIONS. ASPHALT SHINGLES 12 7 4" FRIEZE (TYP) 4"TRIM (TYP) e +9'-1 1/8" PLT. - a 0'-0" F.F. ASPHALT SHINGLES ^I l/$" PLT. 9'-1 I/8" PLS LAP SIDING -- _0'-0" F.F. 0'-0" F.F. GRADE Lj GRADE 8" BAND (TYP) cn REAR ELEVATION- SCALE: 1/4"44" cn cu .0,011-01001000 12 7 .17 cu 4" FRIEZE (TYP) . 4" TRIM (TYP) 9'-I I/$" PLT ASPHALT SHINGLES 8" SQUARE FRAMED COLUMNS 0'-0" F.F. 9'-II/8 PLT _ 9'-I I/8" PLT. LAP SIDING a � a 11 I w l l III .cm 8" SQUARE FRAMED U I� I III COLUMNS n • I �1 L_J 4—J 1; i � li r-i r � 0'-0" F.F. r F.F._ L_J L-J�I I GRADE ',: $ GRADE I tL---- 8 BAND (TYP) a a:a ■ JOB NO. 04-131-00"LEFTELEVATION .� • SCALE: 1/4"-j$-.a" SURFER SHEET TITLE SHEET REAR 8 LEFT ELEVATIONS A2 . 5�] . 5 /-�L La va r - _ C r N 3,_3„ jo„ l ,_6„ 2,_O' 2,_0„ 2,_O„ ,_�„ 3,_3„ 2,_�» 2,_�„ ,� � � � � - �. � �, 1X4 , r� •. r I _-_-�.-_ � _ � �� � � CN _ -_ �� MICRO � I 2X4 � . , - , -- , � ~ � HOOD - I �� REMOVE AS NECESSARY a 1 -Q --0 2 -3 3 -021 -o N FOR ELECTRICAL OUTLET . I 39" REF/SP 40-511Lo � I I I f i I / I RANGE I $ F7 F I 1 1 N 40.5" KNEE WALL DETAIL Sia 4& KITCHEN CABINET ELEVATIONS- SCAU: � 1/2'4-0' U) cu a� cu cu J A R h w w^ A M -112�2„ I 3 0 2 -0 I I I �- �. - z 0 0 0 ® a \ _ w 0 PA O Q8 a � ' co � I E d 2Ll L C7-0V R as BATH # 3 _ MASTER BATH CABINET ELEVATION LL SCALE: 1/'2"=V-0" ;: y SCALE: 1/2"=1$-0" - Q r. 050 ;41 X11 SURFER KEY SHEETTITLE SHEET INTERIOR ELEVATIONS A2 . 6 2 • 6 L ELECTRICAL KEY Y r [NOTE-ELFCSYMJ a �$ SINGLE POLE OUTLET r$ DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER „ afCcWp WEATHERPROOF DUPLEX OUTLET $ 8 • r" 7 ails ° r$� GROUND-FAULT CIRCUIT-INTERRUPTER E 21 ' P 'r p DUPLEX OUTLET °�r'r•~ e ''• -.�. s .�•-�• --�: HALF-SWITCHED DUPLEX OUTLET p• �P . $ a L ® SPECIAL PURPOSE OUTLET/JUNCTION BOX DUPLEX OUTLET IN FLOOR r '~• 220V / `� r,r•r• � 220 VOLT OUTLET // ~� 11. ..�•� '�•�•.�'.�•- ' • 1 _ r• � OVERHEAD DUPLEX WALL SWITCH THREE-WAY SWITCH // ` -4 FOUR-WAY SWITCH ` / RHEOSTAT SWITCH .- \\ TILE 1 \ DM DIMMER SWITCH E • � TILE '\ Q REINFORCED .JUNCTION BOX � w CEILING MOUNTED INCANDESCENT �0 EXT. I LIGHT FIXTURE TO EXT,_pd. I 1 t f• .~ •.'\ LTU F XALL LTURED INCANDESCENT RECESSED INCANDESCENT LIGHT FIXTURE w M • .... I U RECESSED ADJUSTABLE EYEBALL INCANDESCENT LIGHT FIXTURE o ` - INCANDESCENT LIGHT FIXTURE ,. PC WITH PULL CHAIN r r —�""'--- o • PH EXIT LIGHT C I /• EMERGENCY LIGHT L 'r• FLUORESCENT LIGHT FIXTURE ��...�.,..r� •�'.� �- �� — FLUORESCENT LIGHT FIXTURE •�. I � �� WITH PULL CHAIN .- L. J TRACK LIGHT ti • ; Q TV EXHAUST FAN (VENT TO EXTERIOR) CARPET EXHAUST FAN/LIGHT COMBINATION (VENT TO EXTERIOR) r.�•-• ] EXHAUST FAN WITH HEAT LAMP GFI PB • / •/ (VENT TO EXTERIOR) s cl CHIMES E in WP i 1 J j •/ PUSHBUTTON SWITCH CD > q/SP H1W r'/ ®PB SMOKE DETECTOR $ c2 R_•FY�! HEAT DETECTOR 1 [ CO2 DETECTOR 11 Ij/sp I I THERMOSTAT U"- _J '� tuis QS SPEAKER 1 TILE } � � r I I ►O PHONE {I-CATS) cn U: N DDC 0-CAT5, I-RG6) Iz9 ® MDC (2-CAT5, 2-RG6) QD / -• H • CARPET I `.�• i� � ELECTRIC METER —.— -.... — , — �....- - _ _ - - _ CEILING FAN� ELECTRIC PANEL WIRE 39" REF — / (PROVIDE ADEQUATE SUPPORT) / 1 SPACE �'•t' 1 L CEILING FAN / LIGHT PREWIRE r• H ; I (PROVIDE ADEQUATE SUPPORT) cn nLE / TILEI CPT ELECTRICAL ELECTRICAL NOTES: _ [NOTE-ELECTRIC) I I I ( ) •7. R W� "Tr I• PROVIDE AND INSTALL LOCALLY CERTIFIED SMO E " DETECTORS AS REQUIRED BY NATIONAL FIRE cu I PROTECTION ASSOCIATION (NFPA)AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES I PROVIDE AND INSTALL GROUND FAULT SINK W DISP. ► 2. CIRCUIT-INTERRUPTERS (GFQ AS REQUIRED BY cu NATIONAL ELECTRIC CODE (NEC) AND MEETING THE L II [ . I ELECTRICAL CONTRACTOR TO PROVIDEQUIREMENTS OF ALL GOVERNING D REQUIRED t o o fMAi 3, DIRECT HOOK-UPS/CUTOFFS. oor HVAC CONTRACTOR TO VERIFY THERMOSTAT I 4. LOCATIONS. C ALL ELECTRICAL AND MECHANICAL EQUPMENT (I.E. 5. FURNACES, A/C UNITS, ELECTRICAL PANELS, SANITARY i I I SUMP PITS, DRAIN TILE SUMP, AND WATER HEATERS) ARE SUBJECT TO RELOCATION DUE TO FIELD I I CONDITIONS. ~•` I I CARPET I i �; v41==0 ELECTRICAL DEVICES: ABOVE FINISHED FLOOR: SWITCHES OVER COUNTED. . . . . . . . 48" TO CL WALL OUTLETS.OVER COUNTER. . . . . 48"TO CL I j i REMAINING SWITCHES. . . . _ . . . . . . 48" 70 CL CARPET �• •'�•� '\ I I ,. � I WALL OUTLETS. . . . . . . . . . . . . . . Ib" TO CL BATH VANITY BRACKET OUTLET {- �_+ �•�•_ ` \• f HB (I" ABOVE 70P OF MIRRORS . . . . . 88" TO CL WATER SOFTENER AND SUMP OUTLETS 48" TO CL • I TELEPHONE OUTLETS. . . . . . . . . . . 16' TO CL • TELEVISION OUTLETS. . . . . . . . . . . 16" TO CL EXERIOR GFI OUTLETS . . . . . . . . . . 16" TO CL / Pe wP GARAGE GFI (ABOVE GARAGE FLOOR) 48" TO CL g FRONT DOOR COACH LIGHT. . . . . . . . 84" TO CL GARAGE DOOR COACH LIGHT, s r• I I (ABOVE GARAGE FLOO4 . . . . . . 84' TO CL a • •� •_ f r- DINING AND BREAKFAST FIXTURE. . . . 64" TO BTM OF FIXTURE sun I I FOYER AND STAIRWAY FIXTURE. , . . . 96" TO BTM OF FIXTURE a _ •_./ I I I I THERMOSTAT. . . . . . . . . . . . . . . • 54"TO CL u • .�.•r•s r — _ ^ _ DOORBELL CHIMES. . . . . . . . . . . . . 84" TO CL of 0. _ DOORBELL BUTTON . . . . . . . . . . . . LEVEL W/ DR HANDLE KITCHEN WALL HUNG MICROWAVE ~ 0.UTLET. . . . . . . . . . . . . I . . . . 76" TO CL KITCHEN DISHWASHER RECEPTACLE . . UNDER SINK , c g d•°° KITCHEN RANGE . . . . . . . . . . . . . . 24" TO CL § '� F KITCHEN REFRIGERATOR . . . . . . . . . 48"TO CL MAIN FLOOR ELECTRICAL WASHER/DRYER OUTLET. . . . . . . . . . 48" TO CL `; RW a SCALE: 1/4"=1'-O" JOB NO. 04-Bi-0044 = CENTER LINE ISURFER = FIELD VERIFY 2 = MASTER BATH STANDARD 30" HIGH �E VANITY TO BE RAISED 4" G SHEET TITLE SHEET MAIN FLOOR ELI• ELECTRICAL L A ELECTRICAL KEYLi 6 [NOTE-ELECSYMI `9 SINGLE POLE OUTLET m= �$ DUPLEX CONVENIENCE OUTLET ' g DUPLEX OUTLET ROVE COUNTER I L� yp WEATHERPROOF DUPLEX OUTLET $ k�CGR GROUND-FAULT CIRCUIT-INTERRUPTER DUPLEX OUTLET HALF-SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET/JUNCTION BOX DUPLEX OUTLET IN FLOOR r 220V 220 VOLT OUTLET ® OVERHEAD DUPLEX �+- WALL SWITCH [61-3 THREE-WAY SWITCH f 4 FOUR-WAY SWITCH �•r'-R RHEOSTAT SWITCH 8 DM DIMMER SWITCH Q REINFORCED JUNCTION BOX - CEILING MOUNTED INCANDESCENT LIGHT FIXTURE WALL MOUNTED INCANDESCENT LIGHT FIXTURE V)- RECESSED INCANDESCENT LIGHT FIXTURE w RECESSED ADJUSTABLE EYEBALL _ a INCANDESCENT LIGHT FIXTURE 00 INCANDESCENT LIGHT FIXTURE *� PC WITH PULL CHAIN �• /ti �--® EXIT LIGHT V J EMERGENCY LIGHT FLUORESCENT LIGHT FIXTURE ! FLUORESCENT LIGHT FIXTURE WITH PULL CHAIN TRACK LIGHT EXHAUST FAN (VENT TO EXTERIOR) EXHAUST FAN/LIGHT COMBINATION a' (VENT TO EXTERIOR) c Q EXHAUST FAN WITH HEAT LAMP p� r (VENT TO EXTERIOR) ® CHIMES s E N M SPt� PUSHBUTTON SWITCH 2 °' NT VE /• � m 0 EXT. TILE �" ® SMOKE DETECTOR ' �aa r © HEAT DETECTOR TILE \CARPET �' ® CO2 DETECTOR T� THERMOSTAT a j � � SPEAKER T. I r I � _____________.�_____ � PHONE (I-CATS) TILE DDC (I-CATS, I-RG6) jr TT I ® MDC (2-CAT5, 2-RG6) ELECTRIC METER .__..._ I O '�•1 Q ELECTRIC PANEL ~ 1 ` CEILING FAN PREWIRE -� (PROVIDE ADEQUATE SUPPORT) / / \ CEILING FAN / LIGHT PREWIRE (PROVIDE ADEQUATE SUPPORT) cn /• /. CARPET i ELECTRICAL NOTES: / ® (NOTE-ELECTRIC) PH I. PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECT085 AS REQUIRED BY NATIONAL FIRE PROTECTION ASSOCIATION (NFPA)AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES PROVIDE AND INSTALL GROUND FAULT pET 2. CIR UIT-INTEI�t,LPTERS (GFI) AS REQUIRED BY cu / NATIONAL ELECTRIC CODE (NEC)AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES, co r• ELECTRICAL CONTRACTOR TO PROVIDE REQUIRED DIRECT HOOK-UPSICUTOFFS. (• I I 3 HVAC CONTRACTOR TO VERIFY THERMOSTAT " 4. LOCATIONS. I ALL ELECTRICAL AND MECHANICAL EQUPMENT (I.E. I 5. FURNACES, A/C UNITS, ELECTRICAL PANELS, SANITARY •• SUMP PITS, DRAIN TILE SUMP,AND WATER HEATERS) ~'• ` �' I I ARE SUBJECT TO RELOCATION DUE TO FIELD I I CONDITIONS. II ( I __... —— ELECM IR CAL 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 LBATH VANITY BRACKET OUTLET (1' ABOVE TOP OF MIRRORI . . . . . 88"TO CL 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 ® g FRONT DOOR COACH LIGHT. . . . . . . . 84" TO CL n � GARAGE DOOR COACH LIGHT, (ABOVE GARAGE FLOOR) . . . . . . 84" TO CL q DINING AND BREAKFAST FIXTURE. . . . 64" TO BTM d OF FIXTURE ' FOYER AND STAIRWAY FIXTURE. . . . . 96'TO BTM z SECOND FLOOR ELECTRICAL OF FIXTURE THERMOSTAT. . . . . . 54' TO CL DOORBELL CHIMES. . . . . . . . . . . . . 84'TO CL SCALE: 1�4"=l'-Q" DOORBELL BUTTON. . . . . . . . . . . . . LEVEL W/ DR HANDLE KITCHEN WALL HUNG MICROWAVE OUTLET . . . . . . . . . . . . . . . . . 76" TO CL XL KITCHEN DISHWASHER RECEPTACLE , , UNDER SINK c KITCHEN RANGE . . . . . . . . . . . . . . 24" TO CL 9� y KITCHEN REFRIGERATOR . . . . . . , . . 48" TO CL E E WASHER/DRYER OUTLET 48" TO CLQ a • JOB NO. 04BI-0044 CL = CENTER LINE I = FIELD VERIFY SURFER 2 = MASTER BATH STANDARD 30" HIGH KEY VANITY TO BE RAISED 4" G SHEET TITLE SHEET SECOND FLOOR ELECTRICAL I • 2 L 1 Art _ $ leg Ev SLOPE 314•x12" AT GARAGE DOOR 112"x7"WEDGE ANCHOR 31/2"CONCRETE SLAB REINF. 0 32'D.G.w/2'x2'xllW w/6x6x10/10 W.W.M. 31/2"CONCRETE SLAB REINF. WASHERS 0 32'O.C. 31/2"CONCRETE SLAB REINF. EXPANSION JOINT w/Sx6x10/10 W.W.M. w/Bx6x10/1Q W.W.M. .y• � 31/2•CONCRETE SLAB REINF. � •,. ,• W/SX600/10 W.W.M. 'y' —"III :µ,r ' •••: ;'� I '�•. A • r,-- r 'r��Ys;••:Zz'°,:�;"+, _ " , •+''r' I- ti a •a' .aa:'•.•���, — r•+'1 I �_I'I.I _l I� 1 ��I "� 6 MILL POLY VAPOR BARRIER$MILL POLY VAPOR BARRIER 4CAMPACTED EARTH swCOMPAC V_ 6 MILL POLY VAPOR BARRIER 6 MILL POLY VAPOR BARRIER (2)#5 REBAR CONT.TEBR CONT. TED EARTH COMPACTED EARTH COMPACTED EARTH 115 REBAR CONT. —' � #5 REBAR CONT. 1-0 to ■ Qw ' H Q rr. CONCRETE FOOTING CONCRETE FOOTING CONCRETE FOOTING CONCRETE FOOTING THICKENED EDGE GARAGE TURNED DOWN EDGE DETAIL BEARING STEP DOWN INTERIOR STEP DOWN DETAIL �p 11 SCALE: 3/4"=1'—a" 10 SCALE: 3/.4!4-a" 9 SCALE: 3/4"�1'-D" 8 SCALE: 3/4r -Do a ;0 w M r OR qj OVERLAP SLAB -' m �! 11/20 � � � TO OUTSE HOLD HDR. � NAIL ROOF SHEATHING c 11/20 (PER STRUOTURAL) a° a • FIBERGLASS SHINGLES IMPORTANT NOTE: SAVE DETAILS ON SHT REFER 1/2"xT WEDGE ANCHOR TyP'SLAB �"� 'r" OVER 30#FELT OVER 7116" EROOF PLAN AND 0 32"O.C.W/2"x2"x1/6" EXP.JOINT l OSS BOARD OR 15132"PWD AD•2 FOR ROOF PITCHES T WASHERS @ 32"O.C. I I IIII IIII SHEHI r• �` ATNG. FOR ALL HOUSES MEN 31/2"CONCRETE SLAB REINF. ..,; .•� r:,r ti ' •=l I I 1 I ( I IIII IIII NP.BLAB TO MAINAIR TAIN 1/2•N AISTW`EA R& 12 w/Bx6xi0/10 W.W.M. VARIES STRAP FOR TRUSS N _ I I I ! I I I I 1=4 I I 0=1 I I I I i I I I i I SPACE FOR V ANCHORAGE 16" (SEE STRUCTURAL) _1 111 I IIIPli- -I 11 DO III =I 1 I 11111 III ! I I 1 I IIII III ! GALV.METAL O.H. - Y R-30 INSULATION AT CLO, •:•+ •� 1. y. ',•+•':�. .;�:.,�,; ::i• •:..,;.� DRIP EDGE I •+• ,F .+ B MILL POLY VAPOR BARRIER .=IIII ( III IIII IIII-"') III IIII I I TYPICAL FOUNDATION `•' •• I�_COMPACTED EARTH TYPICAL FOUN IIMI III TION I I 11- DA1 (2)#5 REBAR CONT. IIII III ( I I IIII IIII 5/8"GYP.8D.CLQ. 1_B" WRAPPED III1=1 III II IIIIIII ALUM.FAgCfA l I I ( I I ! I I I I I I I I OVER 20 I ! I I , , III • . ' IIII IIII IIII PERFORA MD I ' '. IIII • •` VINYU ALU 1/2"GYPSUM BOARD 0 • III I I Il SOFFIT IIII111 WHIREIII 1111 I 1 STUCCO FRIEZE 2xSTUDS 0 16"OC(MIN#2 IIII IIII ' " ' IIII I I IIII IIII IIII SPF) PROVIDE MID-WALL BLOCKING FLAT WISE 0 JOINTS IN SHEATHING Q, P.T.2x PLATE CONCRETE FOOTING STEMWALL FOOTING STEMWALL FOOTING Ire"T.S LIGHT TEXT.sTucCo INTERIOR BEARING. DETAIL FOUNDATION a� DOOR PORCH EDGE mTL LATHE TO PLYWOOD GLUED DFLO M1fRD MTL LATHE AND TO 16"PRE-ENGINEERED FLOOR SCALE: 3/474-0" 6 SCALE: 3/4'=1'-0" 5 SCALE: 314",f1'_O" VAPOR BARRIER TRUSSES OR T.J.I.JOISTS 0 24" OC (SEE FLOOR TRUSS ENGINEERING) RIM JOIST BY TRUSS MANUR h NAIL ROOF SHEATHING 1ST FLOOR TO (SEE FLOOR TRUSS (PER STRUCTURAL) 12 IMPORTANT NOTE: 2ND F404R OVER REFER TO ROOF PLAN AND SAVE ENGINEERING) FIBERGLASS SHINGLES OVSTRAPPING PER VARIES DETAILS ON SN7"AD.2 FOR ROOF 30#FELT OVER 7/16"099 BOARD � � PITCHES FOR ALL HOUSES STRUCTURAL 1/2"CEILING BD OR 518"GYP.BD OR 15/32"PWD SHEATHING. 16 TYP. P.T.2x BOTTOM PLATE W/SILL SEALANT AIR BAFFLE BTW EA TRUSS O.H. STRAP FOR TRUSS ANCHORAGE(SEE STRUCTURAL) &112"x 10"ANCHOR BOLTS AT 32"O.C. TO MAINTAIN 1/2'MIN W/2"x 2'x 1/S"WASHER AT EACH BOLT. AIR SPACE FOR VENT A40 INSULATION AT CLG. � TYPICAL ANCHOR GALV.METAL. 112"CEILING BD OR 5l8"GYP.BD TYP F SIE:MCO TPP4 AT 32' DRIP EDGE STOP EXTERIOR WRAPPED ALUM. FINISH 1" 4"COMO SLAB W/SX8XI0/10 WWF FASCIA OVER 2x8 BELOW FINISHED OVER 6 MIL VAPOR BARRIER OVER TYPICAL STAB PERFORATED PROVIDE MID-WALL BLOCKING FLAT r® o CLEAN WELL COMPACTED,TREATED FILL. FLOOR VINYU ALUM.SOFFIT WISE @ JOINTS IN SHEATHING $ �- S TYP.VERT. SUPE �"�"" �� STUCCO FRIEZE TEXT. STUCCO 22p STUDS CSP 16"OC(MIN#2 REINF. 7/6"MIN.LIGHT «•"•�' GRADE I I _ " I- en I VENEER OVER F) 1 STORY: W X 10"GONG.FOOTING W/ L THE AND � N IIIIIIIIIIIII ( ( (2)#5CONTINUOUS AND(1)114 DOWEL PROVIDE MID-WALL BLOCKING FIAT g a. �qpp BARRIER P.T.PLATE w/ANCHORAT CORNERS/OPENINGS AND 49"O.C. WISE 0 JOINTS iN SHEATHING g x o BOLTS PER IIN41114III 11— TYPICAL FOUNDATION I �I I -OR-(1)#5 DOWEL.AT CORNERSIOPNG'S " STRUCTURAL. i l AND 86"O.C.,AND(1)#5 CONTINUOUS AT 2x STUDS Cap 16 OC(MIN 02 SPF) S 4ft CONCRETE SLAB WITH uu fI I 1 11 11 IIII IIII III IIII "IIII I I f I� HEADER BLOCK. Z so6"x6'Sc10/10 W.W.F.TYP.(3000 w rr. 2 STORY: 24"X 10"GONG.FOOTING W/ 7/8"MIN.LIGHT PT.PLATE W/ANCHOR BOLTS PER (1)#5 CONT. PSI.FIBER MESH OPTIONAL)I I I ' III 1 I 1 I I (3)N6 CONTINUOUS AND(1)04 DOWEL TEXT.STUCCO STRUCTURAL 4 N VENEER OVER SLOPE GRADE ,"• a 8 I I I I �*"� - •. IIII �' � AT CORNERS/OPENINGS AND 46"O.C. � MTL LATHE AND � AWAY ALL SIDES •.�.• � � "' 4"GONCRi;TE SLAB WITH 6"x6"x10/10 � �o p - • Oi�• O' -OR-(1)#5 DOWEL AT CORNERS/OPNO S VAPOR BARRIER w I I I T WW.F.TYP.(3000 PSI.FIBER MESH Lu N r /� 6 MIL VAPOR BARRIER Ef I I IIII ' IIII AND 96"O.C.,AND(1)#5 CONTINUOUS A OPTIONAL). f// �" m " HEADER BLOCK. (1)#5 CONT. \ `� E c 24 r ,g• TYPICAL FOOTING(MONOLITHIC OPT) ? a IIII IIII IIII IIII I I ' ` ' ` T .. (NOTE): BEND ALL DOWELS MINIMUM »• : .- � ... �+ ;•�'r /� SEE STRUCTURAL FOR SIZE& 20 + I FL rL SLOPE GRADE AWAY ALL SIDES \� \/ /\ REINFORCING " 12"AT TOP&BOTTOM,EMBED MINIMUM l f / 8"INTO FOOTING. �j. \ 6 MIL VALOR BARRIER �/\ \/ \•� Y ` 01 JOB NO. 1 STORY / // // / r /� \ \� ��\\ �.\ a\�a\�• PROD.MOR. TYPICAL FOOTING(MONOLITHIC OPT) DRAWN BY ��\ =+ '�`r f• SEE STRUCTURAL FOR SIZE& CHECKED BY �\ �, \ y` • STEMWALL FOOTING STEMWALL FOOTING REINFORCING CURB DETAILAT GARAGE TYPICAL FOOTING TYP 1 STORY WALL SECTION TYP Z STORY WALL SECTION SHEETTITLE SHEET 4SCALE: 3/C_-V-0" SCALE: 3/4"=f'-0" SCALE: 1/2"=1'-0" SCALE: 1/2"!1'--0" FOUNDATION Ets ADA A PRE-FAB CHIMNEY NO PENETRATIONS AT FIELD NO PENETRATIONS AT FIELD fA CAP OF SADDLE FLASHING OF SADDLE FLASHING g g S PSON 5 ALUM.FLASHING 8 w SI EACH DINT WOOD STUD WALL SYSTEM d >w CRICKET (TYPICAL) 2"x4 BLOCKING(SEE WOOD STUD WALL SYSTEM CEMENTITIOUS FINISH SYSTEM CR MANUF.SPECS.FOR CEMENTITIOUS FINISH SYSTEM ' - , 7/8"MIN SIDING OVER CHIMNEY MIN.DISTANCE) �, � $ MTL LATHE CONTINUOUS WALL SHEATHING CONTINUOUS WALL SHEATHING SHEATHING r,+ CORROSION RESISTANT METAL t. EXTERIOR FINISH CORROSION RESISTANT METAL SCREED r"" 00 OVER 112"SHEATHING SCREED CORROSION RESISTANT METAL 6"x5"CONT. OR O.S.B. 2-BAR FLASHING W/SEALANT FLASHING 2X6s NAILED. ,� �V•Mn-• " CORROSION RESISTANT METAL CORROSION RESISTANT METAL , FLASHING 7/8 MIN STUCCO 2-BAR FLASHING W/SEALANT STUDS w/16d @ 6" ? OVER MTL LATHE TOP FLAMING OC CORROSION RESISTANT METAL BLOCKING AMID POINT ROOFING TRUSS TOP CHORD W14EN CHIMNEY EXCEEDS PAN FLASHING ROOF SHINGLES SEE STRUCTURAL � VI IN HT. ROOF'SHINGLES ?a ROOF SHEATHING $ a ROOF SHEATHING � S FOR HURRICANE PRE-FAS CHIMNEY ROOF FRAMING u, a ANCHORAGE a ROOF FRAMINGa. DETAILS `s - 2" 1'-1«MSN• g z .� TRUSS 2"x4 STUDS 016 0/0. on 5 BOTTOM TRUSS CHORD CHORD CRICKET GALV.MTL.FLASHING � Rpw ` DB'L 2"x4"BLOCKING SIMPSON MT812 0 EACH » 24* A CORNER ■ "' r _ r 4-16d EA SIDE, V-4'MIN. SON Q TYP CHIMNEY CHIMNEY ROOF- FLASHING ROOF- FLASHING CHIMNEY ATTACHMENT DETAIL CHIMNEY SECTION ROOF TO WALL. ROOF TO WALL N 1210 SCALE: 1 1/2"=1'-0" SCALE: 1 1/2"-1'-0" SCALE: 1 1/2"=1'-0" SCALE: 1 1/2"-1'-a" SECURE VALLEY FLASHING AT MAX.24"Q.C.W/CUPS IMPORTANT NOTE: m 0 w FABRICATED I SIMILAR OR VALLEY COMPATIBLE MATERIAL. PROVIDE STARTER STRIPS AND WIND CLIPS AS REQUIRED REFER TO ROOF PLAN r� A PENETRATIONS THROUGH VALLEY FLASHING.. PER ROOF MATERIAL MANUFACTURER REQUIREMENTS 12 r5 FOR PITCHES 11-4" Q ze M w PROVIDE STARTER STRIPS AND WIND CLIPS AS REQUIRED RIDGE OR HIP RIDGE VARIES TYPE LINEAR VENT A D.2 r E M E PER ROOF MATERIAL MANUFACTURER REQUIREMENTS INSTALL AS PER ALUM RAKE FASCIA --- 2x8 RAKE > WRAPPED IN ALUM o ., c MANUFACTURERS w °1 CORROSION RESISTANT METAL TRIPLE RIS WRITTEN INSTRUCTIONS TYP ROOF CONST 2X4 OUTLOOKERS AT CD c O a° a VALLEY FLASHING WITH i"HIGH'1/'CRIMPS SEE WALL SECTIONS 24"D.C. REQUIRED CLEARANCE PER ROOF ROOF SHINGLES MANUFACTURER REQUIREMENTS APPLIED TO LINEAR RIDGE CAP SEE 1-AD.1 FOR FASCIA& ROOF SHINGLES VENT SOFFITOT &FINISHES ROOF SHEATHING ROOF FRAMING ROOF SHINGLES ��l . ROOF SHEATHING 10" ROOF FRAMING MIN. SIDING OVER 7/16"058 2" GABLE END TRUSS W/ ALUM FASCIA OVER VERTICAL MEMBER @ 16"O.C. 3 FRIEZE WEAVE ROOFING AD. UNDERLAYMENT PER ,�,g" 4"MIN. FF ROOFING MS RECOMMENDATIONS W/ , JA 36"WIDE 30#SWEAT SHEET RIDGE GAP FOR VENTILATION ROOF- FLASHING ROOF- RIDGE LAP SIDING ROOF w VALLEY ROOF - RIDGE & HIP RIDGE VENT CORNER ELEVATION TYP RAKE DETAIL. 8" OH 8 SCALE: 11/2"=1'•-0" 7 SCALE: 11/2"=1'--O" 6 SCALE: 11/2"a1'-0« 5 SCALE: 11/2"=1'--0" TRUSS ENGINEER TO PROVIDE FIBERGLASS SHINGLES TRUSS ENGINEER TO PROVIDE FIBERGLASS SHINGLES TRUSS ENGINEER TO PROVIDE FIBERGLASS SHINGLES TRUSS EMOINEER TO PROVIDE FIBERGLASS SHINGLES TRUSS HEELS WHEN VARIOUS PITCHES TRUSS HEELS WHEN VARIOUS PITCHESTRUSS HEELS WHEN VARIOUS PITCHES TRUSS HLEL.S WHEN VARIOUS PITCHES INTERSECT EACH OTHER,SO FASCIAS INTERSECT EACH OTHER,SO FASCIAS q INTERSECT EACH OTHER,SO FASCIAS INTERSECT EACH OTHER,SO FASCIAS ---AIR BAFFLE ALIeN W/CONSTANT OVERHANGS,SEE AIR BAFFLE ALIGN w/CONSTANT OVERHANGS,SEE AIR BAFFLE ALIGN w/CONSTANT OVERHANGS,SEE AIR BAFFLE ALIGN w/CONSTANT OVERHANGS,SEE ROOF PLAN ROOF PLAN ROOF PLAN ROOF PLAIN LINE INDICATES ROOF AT LINE INDICATES ROOF AT LINE INDICATES ROOF AT 8:12 ROOF PITCH 7,12 ROOF PITCH 8:12 ROOF PITCH 2,,8« 2'6« ALUMINUM X-ON ALUMIINUM 2'-8" ALUMINUM GUTTERS 12 GUTTIERS 12 ALUMINUM 12 GUTTERS 12 a CLUTTERS 3 a $ C : 8 7J. a O P n• a OVER LIVING SPACES R-30 INSULATI12 R-80 INSULATION ON R30 INSULATION u OVER LIVING SPACES " OVER LIVING SPACES R-30 INSULATION a a OVER LIVING SPACES ....I r s511 o � HEADER AT WINDOW J HEADER AT WINDOW HEADER AT WINDOW AND DOOM OPENINGS AND DOOR OPENINGS AND DOOR OPENINGS SEE TYP.WALL SECTION FOR •c, p FASCIA,SOFFIT NOTES&FINISHES "? "J"CHANNEL STOP x c SIDING OVER SEE TYP.WALL SEGTIION FOR SEE TYP.WALL SECTION FOR SEE TYP.WALL SECTION FOR LATHE AND VAPOR BARRIER ; � p d o FASCIA&SOFFIT NOTIES&FINISHES FASCIA&SOFFIT NOTES&FINISHES FASCIA&SOFFIT NOTES&FINISHES a E 0. BM OR LINTEL(SEE STRUCTURAL) all � "J"CHANNEL STUCCO I STOP "J"CHANNEL STOP "J"CHANNEL STOP 6"BAND ■ JOB NO. 2"BAND PROJ.MCiR, I DRAWN BY SIDING OVER SID G OVER I. COL w/EXT FIN 7" LAD7HD OVER BARRIER LATHE AND VAPOR BARRIER 7" LAVE AND VAPOR BARRIER VARIES CHECKED BY EAVE DETAIL 8:12 PITCH 3 EAVE DETAIL - 7:12 PITCHIIIIIII, 2 EAVE DETAIL - 6:12 PITCH EAVE DETAIL = 3:12 PITCH SHEET TITLE SH�Dr ROOF DETAILS 4 SCALE, 1 1/2"=1'-0" SCALE: 1 1/2"-1'—O" SCALE: 1 11204—Or SCALE: 1 1/2"=1'-0" ALJ.G J 41/2" MIN a W B m' �# SIDING SHEATHING TYP.WALL CONST. SIDING OVER LATHE AND DOOR FELTIQN E WALL WAY SECT1/2"STARTER STRIP � a, F.F 2X4 STUDS 1 x4 CORNER BOARDS FLASHING to PLACEMENT BY L 1x6 PT DOOR WAYS TEXTURE FIN. ON FOUNDATION M � pq t+� M .. a EXTERIOR TRIM DETAIL RLECTRICAL WATER BOARD 10 CORNER DETAIL SWITCH PLACEMENT 11 SCALE: 11/2"=1'--O" SCALE: 11/2"-1'--0" 51CALE: 11/2"=,'-•U« �- cq WALL ' 1" U. REAR WALL OR SIDE WALL MOUNTED; 1/a"CLQ BID OR 1 LAYER SIDE MOUNTED AT BACK SPLASHES,TYP, COUNTERTOP 5/9"GB w/8"BATT INSUL GYP,BOARD cd 20"TO 25" PER SUPPLIER ATTACHED TO BACK ogo (2)2x HDR � 00 civ LIGHT SWITCHES • HORIZONTAL I sea JSINGLE {SEE STRUCTURAL) t THERMOSTATS, , COVER PLATE/OUTLET 2 LAYERS 1/2"PLYWOOD SPACER a AND ALL OTHER R-11 BATT FINGER JOINTED iL ENVIRONMENTAL NVICONR O SEMS 314«STOP KITCHEN 1/2"x 12"H INSUL WOOD CASINC3 I I BOTH SIDES KIT N TOF PWD ALL 4 SIDES I I 2 x_ TRUSS CHORD WOOD FRAME &N�-PHONES OPTIONAL TYP 1900 J-BOX HORIZONTAL SINGLE RSO . WALL CAP OR COVER PLATE/OUTLET INSUL TYP DOOR PER SCHEDULE RRKFST.TOP SEE FLR.PLAN �1.//�C v. Ii��//II' / 11 /II NON LAAO LOAD • CONDITION CONDITION � 3/a TOP g BOTH SIDES /i C\ .7ty <�./i�< / GYP.BOARD I ( 2x- KITCHEN TOP /�II /-11� /rli C�.//�C�, /�� // �,. FINGER JOINTED a 2x8 OR 2x4 //II j`//11� /I II1k 11�� WOOD CASING 1 1 FRAMING w/1/2" •a /� �.I/�C�1. ISL/ �yI DRYWALL Z 24"DEEP BASE CABINETS 24" 21/4" WD FINISHED FLR TYP FLR CONST CASING aPODOOR OAORRMER SCHEDULE FRAME TYPICAL .IAMB (2)2x49 CABINET DOOR OUTLET MOUNTING HEIGHTS COUNTER DETAIL ATTIC ACCESS - 22 1/2" X 48" INT HEADS & JAMB 7 5SCALE: I I/2°=i'-0" SCALE: N,T.S. SCALE: 1 1/2`x+1' 1 -O` SCALE: 1 EXTERIOR INTERIOR TEMPERED SHOWER MARBLE CAP ENCLOSURE CURB U S Dt SR MARBLE CAP CERAMIC FLOOR TILE ADHESIVE ON 6«. VANITY CLEAVAGE MEMBRANE ODOR 2X4 "O STUD CONCRETE SLOPED FILL 2x STUD WALL W ATH TRIP ALUM.THRESHOLD SET' 16"O.C. IN FULL FLOOR SYSTEM SEALANT BED g 1/2"MR.GYP BD. SHOWER DRAIN PAINTED FINISH OVERHEAD EXPANDABLE JOINT r� d GARAGE DOOR FILLER,WHERE I CERAMICTILE APLICABLE x CERAMIC FLOOR TILE 4 c E 5 M 1x6 WD DOOR STOP v e dlaw t - •Y 4 n SLOPE TO DRAIN a ti (4)2x P.T.BUCK SLOPE e 4 :4• e'. `� - a fir. TO DRAIN Q . . a s b 4 x "' FINISH TRIM OR ` BAND i I e A. d FLOOR SYSTEM FINISH ! ��, 11 I � E � CONC.WALK '' 00,• SEE STRUCTURAL DWGS CONC.SLAB& FOUNDATION SEE STRUCTURAL DWGS. JOB NO. PROJ.MGR. DRAWN 0Y CHECKED BY BATH BATH DOOR- OVERHEAD GARAGE DOOR SHOWER WALL @ VANITY SHOWER CURB DETAIL OVERHEAD GARAGE JAMB THRESHOLD EXTERIOR SHEEP TITLE SHEET MISC.DETAILS4 SCALE: 1 1/2"=1'-a" 3 SCALE: 1 i/2"=1'-O" SCALE: 1 1/2"-1'--O" SCALE. 1 1/2"-1'-O« ,AD.3 1x4 CEDER 1.5/8•QROWN 100 ANGLE CUT yy ►I* P3 » CL C3. U 'a '� b 2x8 FJ CEDER 2x6 FJ CEDER 6 2x6 FJ CEDER B r� E 1x2•x2"CEDER u. t7 fi S a t3 $ 2x4 FJ CEDER 2X4 FJ CEDER 2x4 FJ CEDER • 8 5•ANGLE WANGLE 5"ANGLE zi 3" 3, 3. Mw O 2 2x4 PT SPLIT 2x4 PT SPLIT 2x4 PT SPLIT OPTION 3 OPTION 2 OPTION 1 WINDOW, TRIM WINDOW TRIM WINDOW TRIM � 7 SCALE: 1 1/2' 1'•-1�' SCALE: 11/2"m1'-0' SCALE: 11/2'=1'—Q" r' � w cs 9 ti I _j p � cdM iV 13 � 7 r HARDI BOARD BAND6•STUCCO BAND S"HARDI BOARD BAND L TOP OF COL TOP OF COL TOP OF COD L OR STUCCO a a 6" INSTALLATION SEQUENCING: �„ 1. THROUGHOUT INSTALLATION,KEEP THE WINDOW JAMBS PLUMB AND SQUARE.KEEP HEAD i2•SO TAPER TO 10• ANS SILIL LEVEL AND SQUARE,MAKE SURE HEAD AND SILL ARE NOT CROWNED UP OR DOWN, I I COLUMN I I 1'-2" " 2'-Q"' INSTALLATION.CONSTANTLY CHECK WIDTH AT MEETING RAILS(I.e.DOUBLE HUNG$)TO AVOID BOWED OUT" 8 SO COLUMN 12"SO COLUMN II 3.APPLY GENEROUS BEAD OF CAULK ALONG INTERIOR SURFACE OF NAILING FIN ON ALL SIDES PRIOR VO SETTING WINDOW INTO OPENING, I ! STUCCO l 4.PLACIE 1/4"SHIMS AT SILL CORNERS AND SET WINDOW INTO SHIMS.CENTER THE WINDOW IN THE OPENING ALLOWING A 1/4•GAP BETWEEN WINDOW AND FRAMING MATERIAL ON EACH SIDE, I WHEN INSTALLATION IS COMPLETE„THESE SHIMS MAY BE REMOVED. T21HARDISOARD 2"2" HARDIBOARD PAINTED 5.INSTALL FASTENERS(STRAIGHT,NOT ANGLED)IN EVERY OTHER FASTENER SLOT STARTING r PAINTED STUCCO BAND I I OR STUCCO AT THE MIDDLE OF THE WINDOW.FASTENER MUST BE EMBEDDED INTO SOLID WOOD A MINIMUM f OF 1".KI-EP WINDOW LOCKED UNITL ALL SIDES ARE SECURED. I I to I 1 R STUCHARDCO BOARD BAND 6•CAULK OVER FASTENERS AND ANY FASTENER SLOTS NOT USED. OR STUCCO 7.CAULK OUTSIDE PERIMETER OF INSTALLED WINDOW. 8•HARDIBOARD�BASE ( t 6"HARDISOARD BASE OR STUCCO 8, INSULATE AROUND PERIMETER WITH BATT TYPE INSUALTION. DO NOT USE EXPANDABLE FOAM. I 1/2•SPACE w I . SPACE THE USE OF EXPANDABLE FOAM WILL VOID WARRANTY. PORCH LINE PORCH UNE �4 8.FOR ANY INSTALLATION FINISHED WITH BRICK OR STONE,ALLOW 1/4"GAP AT SILL BETWEEN r� STACK STONE STRUCTURE AND WINDOW.THEN,CAULK THIS GAP. SQ STUCCO COLUMN I SQ STUCCO COLUMN 90.CAULK GAP BETWEEN INSTALLED WINDOW EXTERIOR PERIMETER AND J-CHANNEL(OR BRICK OR OTHER EXTERIOR FINISHING MATERIAL WHICH SURROUNDS WINDOW). I I FLASHING SEQUENCING: PORCH LINE 1, APPLY BOTTOM PIECE OF SELF-ADHESIVE TYPE FLASHING OVER ALL OF ROUGH OPENING, 2, SETVWINDOW UNIT. SQ STONE ACCENT 3, APPLY 2ND BOTTOM PIECE OF SELF ADHESIVE TYPE FLASHING OVER NAILING FIN AND BLDG PAPER, COLUMN ' 4. APPLY SIDE STRIPS OF SELF-ADWESNI`TYPE FLASHING. C 4x4 P.T.POIST 4x4 P.T.POST S. APPLY TOP PIECE OF SELF-ADHESIVE TYPE FLASHING. 0 SEE FLOOR 4X4 P.T.POST SEE FLOOR �. Z SEE FLOOR PLAN FOR ^... PLAN FOR NOTE: III a LOCATION LQCAT OR ffZ LOCATION SELF ADHESIVE TYPE FLASHING IS A GENERIC TERM. 4 SEE SPECIFICATIONS FOR MATERIAL TO BE USED. .E u I STONE FINISH STUCCO FINISH lw� pr ITRIM BELOW TRIM BELOW fl HARDIBOARD P.T.WD WRAPPED COLUMNS P.T.WD WRAPPED COLUMNS IMPUIRTANT: *• (AAtNTEb) (PAINTED) I I IT IS THE RESPONSIBILITY OF THE OWNER OR BUILDER TO SELECT PRODUCTS IN =11y 4I lak 2X4 STUDS' 2X4 STUDS 2X4 STUDS COMPILIANCE WITH APPLICABLE LAWS AND BUILDING CODES. 11121 u� I I DO NOT USE MURIATIC ACID ON HOMES AFTER INSTALLING THIS WINDOW.THE ACID MAY pari• ago H ¢o rn DESTROY THE COIL SPRING BALANCE SYSTEM.WINDOWS WILL NOT BE UNDER WARRANTY CS L _..._ ,� 2'-W IF EXPOSED TO MURIATIC ACID. a CL Cc a 2'-D" • DO NOT LAY WINDOWS FLAT OR STORE IN SUN BEFORE INSTALLING. STUCCO COLUMN BASE SG STONE ACCENT STUCCO COLUMN BASE ALL WARRANTIES NULL AND VOID IF ANY VERTICAL HOLES ARE PUT INTO WINDOW SILT. JOB NO. AREA OF ANY WINDOW. PROJ.MGR. LCOLUMN BASE DRAWN BY CHECKED BY ZE STONE ACCENT COLUMN WINDOW PORCH COLUMN DETAIL ENTRY COLUMN DETAIL 2)-ENTRY COLUMN DETAIL TYP FLASHING DETAIL MISC. TITAI S"� 4 SCALE: , , 2" ,�--0" 3 SCAI.f: 1 , 2"�,'--0" SCALE: 1 1/2"�1'-0" Mlsc.DETAILS ADA / SCALA. 1 ,/2 —t a / `o NAIL W/11 - 10d $ o A . °• \ COMMON IN THIS AREA. 8 •° VERIFY W/STRUCT. Al� o -a S so°• 44"MINIMUM LL 0000e 00 NAILING NOT NEEDED \ IN THIS AREA UP TO IV FLOOR SYSTEM 8 — SYP DOUBLE PLATE 88 8 NAIL W/11 -10 J COMMON IN THIS AW. C!1 • VERIFY w/STRUCT. F. "13 •° Ion 2 E� 3 W PROVIDE MINIMUM 1"END DISTANCE N . o M oe r EQUAL NUMBER OF SPECIFIED • NAILS IN EACH END °° CIO STRUCTURAL TWO STORY STRAPPING 9 )SCALE: 1 1/2"=V-0" • � N l�}0 N WOOD TOP RAIL HANDRAILS SHALL NOT BE LESS THAN 34"OR MORE THAN m° ti AS SELECTED BY OWNER&CONTRACTOR 3W IN HEIGHT A13OVE THE STAIR NOSING. c ti HANDRAILS SHALL BE CONTINUOUS PER FLIGHT OF STAIRS. HANDRAILS SHALL BE 1 1/2"CLEAR OF ALL ADJACENT m `� FINISH MATERIALS AND ENDS SHALL RETURN TO WALL OR TERMINATE E N IN NEWEL POSTS OR SAFE TERMINALS,HANDRAILS SHALL BE 2 9 1 1/4"MIN.-2"MAX. 1 1/2"CLR. 1 1/4"-2"IN CROSS SECTIONAL DIMENSION,OR APPROVED EQUIVALENT, > C3 > o HARDWOOD TOP RAIL AND BE SMOOTH WITH NO SHARP EDGES/CORNERS. a CL = STAIR AND RAILING SUPPLIER INSTALLER SHALL SATISFY ALL STUCCO W/CORROSION RESISTANT w s , BUILDING DEPARTMENT APPROVAL REQUIREMENTS FOR METAL LATH OVER 15#FELTIf CA u0. WALL BRACKET THE PRODUCTS THEY PROVIDE OR INSTALL. I AT 4'-0" 2X FRAMING CARPET O.C.,MAX. THE HANDRAIL CONSTRUCTION SHALL BE WOOD BASE ABLE TO RESIST A LOAD OF 200 LBS APPLIED IN INTERIOR SUBFLOOR1/2"GB 2x BLK'G ANY DIRECTION AT ANY POINT ALONG THE TOP RAIL. QIP � ELASTOMERIC DECKING 0/PLYWOOD SHEATHING. r, GUARDRAILS SHALL NOT BE 200 Ibs 2��y a� 2!WRAP 6"UP WALL&ALL PENETRATIONS. O LESS THAN 42"IN HEIGHT. o m INSTALL PER MANUFACTURER'S REQUIREMENTS. ANY DIRECTION ac ANY LOCATION 1 0v s�oPE STAIR FRAMING (5 u4-r-a z OPEN RAILS SHALL HAVE INTERMEDIATE RAILS OR 05 AN ORNAMENTAL PATTERN SUCH THAT A 4"MIN z 4"DIAMETER SPHERE CANNOT PASS THROUGH. O SEE STRUCTURAL DRAWINGS FOR FRAMING a THE GUARDRAIL CONSTRUCTION SHALL BE �•sPii�iE a O INFORMATION 5/8"TYPE'X"GB y ABLE TO RESIST A LOAD OF 20 LBS PER MARS"SS v)@ ENCLOSED USABLE LINEAL FOOT APPLIED HORIZONTALLY ALONG SPACES BENEATH STAIRS x THE TOP RAIL OR AS REQUIRED BY CODE. 8•SPHERE MAY NOT PARS 2x4 STUDS @ 16"OC WALL MTD THAouoH THE TRIANGULAR OPENINGS THIS DIAGRAM AT STAIR TREAD, RISER,& ILLUSTRATES THE BOTTOM SHALL BE SUCH SPECIFIC REQUIREMENTS THAT A 13"DIAMETER OF THE BUILDING CODE SPHERE CANNOT PASS THROUGH. AND IS ONLY AN AID FOR BUILDING DESIGN AND STAIRS STAIRS STAIRS CONSTRUCTION. DECK FLASHING DETAIL GUARDRAIL - WALL DETAIL HANDRAIL DETAIL GUARDRAIL / HANDRAIL CODE DATA 8 SCALE: 11/2"=1'-0" SCALE: 11/2"=1'-0" 6 SCALE: 11/2"=1'-••0" 5 SCALE: 11/2"-1'-0" FINISHED SURFACE MATCH HEIGHT OF BASEBOARD FINISHED SURFACE 3/4"PLYWOOD TREADS 3/4"PLYWOOD TREADS EQS TREADS U SEE PLA EQ.TREADS z2x FRAMING LuSEE PLA 3/4" a: GYP.BD. 2211 2 " TYP v TMP 1x10 SKIRT BOARD Lu D Q• 3/4 IX ui TYP 10 to w 5/8"PLYWOOD RISERS(TYP.) EXPANSION XPANSION 2X12-NOTCHED STRINGER Ilk d'+ GAP GAP 2x12 STRINGER a (3 STRINGERS MIN.AT 2xi 2 NOTCHED STRINGER EACH STAIR RUN) (TYP. TYP EXPANSIONGAP tu� 5/8"PLYWOOD RISERS (TYP-) u n. 2x12 NOTCHED STRINGER ? � R ; 2N SECURE NOTCHED STRINGER TO.SILL ' c,,_- v x4 SPACER l� PLATE WITH FRAMING ANCHORS.SECURE o PLATE TO SLAB WITH SLOT PINS. cl 'Cc ALL WOOD IN DIRECT CONTACT WITH a u, CONCRETE TO BE PRESSURE TREATED ~ CD px SEPARATION AS ALLOWED BYODE MEMBRANE C OR PROVIDE IMPERVIOUS E N i a (3)2X12 STRINGERS TYP. (3)2X12 STRINGERS TYP. gg INSTALL 2X FIRE STOP AT o� MID SPAN OF STRINGER JOB NO. (3)2X12 STRINGERS TYP. STAIRS STAIRS STAIRS STAIRS STRINGER DETAIL c, FLOOR STRINGER @a LANDING (BOT) STRINGIER @a LANDING (TOP) SKIRT / WALL DETAIL SHEETYIrLE SHEET MISC.DETAILS 4 SCALE: 1 1/2"=1'-0" 3 SCALE: 1 1/2"-1'-0" SCALE: 1 1/2"=V-00 SCALE: 1 1/2"=1'-0" AD.5 L J i 68'-0" 41-0>. 29 1-101p 341_2" 13,-0„ 61-7)/2$13�-8y2" 4,-On Z'-2" 3►-6" 14r_2►r 16'-10 I x 4 g 4-r u' I_I I c A/C CONDENSER C)IOPT. 4"CONC. I V 4"CONC. PAD FOR CF) _ 1 G wo 1i I It " g" I I II I t -00 - rn� � I I � I I I _"r 00 � I N a I I II1 � I a I m I f M l I ( cn o ___..�...___—_—J I II I I M -----�---�--_--•-_----- ---- --- --- — I — --_.-�,L._ rn � m —— SLOPE z' r W 7-- m r--• I �. —_------------ __ -- •------ --T�Nlml "�I— 1 ,•I r�–, It _ v I � Lai rW I II I NlIII! 1 Il1j tII _ I II ► n to 0o 1 1 �b�'�u _ I 1 11 I I$ III I I I 23 --8 I C-27 Z U j I W_- Lij o- I 1 � I U LL- JL....�,.,�., i ► n I • v� © d U Q © cn I O0 i I 10 --0 a Q v z 1j 1Io x rIt o; 1 A ° , 1 1 11 I F---- ....J =� II ° • II i i ( --- ----- --- — I-- —j I � C'J I i u--- I ; ------ -- _ _ I I-1 1 w II I "'�'1 I I o I I -i i ; __-- ___•--—__-- co --� I— —I ; r——— II -off 0 r 83 o m� I I � 'd'I I I I T 7 ~ ,► I i I C] —I o o< =:O C/1 co JL rn m Ln m x m -_- ►^-_i S,_1n I 0.4 `/ D vrna0o , �mo , ZrI u' 11 4 _0 II 6 -0Y I I ,...1 O U I Z 0m I I - 1 I r�amZ5p I — r C7 I SLOPE`•- cn -< o I I I I Sox ` l I I - _� nM 0o I I I ( n � 0 � I i � m 0F 1 I I I I 0ED � � I © a I I I ccornX PLOii 3" I iI Q � o 16f7 !4- CD o co z•-I I _----____ __-- _-____--- _----_____ __ _ _-__ _-______--- ____--___-_____ _-- _ _____ w � 54 m J Ib 3 _8�rl 1 -syn ,_2„ INOT'E: a,_0,► 56'-10" THE UNDERSIGNED E. ENGINEER) HAS NO KNOWLEDGE OF ANY SUBSURFACE SOIL CONDITION REPORT: THUS. ALL FOOTINGS ARE DESIGNED 64'-10" AS SHALLOW, FOOTINGS BEARING ON SOIL THAT POSSESSES A MAXIMUM BEARING PRESSURE OF 2000 PSF. IF CONTRACTOR FOUND ANY DIFFERING - --- _ CONDITIONS EITHER THROUGH SOIL REPORT OR SOIL REMOVAL, THEN r ENGINEER OR UNDERSIGNED SHALL BE NOTIFIED AND POSSIBLE FOOTING DESIGN REVISI6NSI.E. MAT FOUNDATION OR PILE FOUNDATION MAY HAVE TO BE IMPLEMENTED PRIOR TO COMMENCING WITH FOOTINGS WORK. z Q CONCRETE FOUNDATION FLAN �:• 4 FOUNDATION LEGEND -94 SCALE: 1/411=11-011 (SEE SHEET No. S-4 FOR STRUMRAL DETAIL) A 8xB"x16" CMU STEM WALL.w/ FC., FOS AND TION NOTES: (1)#4 ROD VERTICAL ON 48" O.C. o_ W 1. DIMENSIONS SHOWN WITH = INDICATE PLUMBING OR ELECTRICAL & HOOKED INTO 20"(W) x 10"(H) OUTLET LOCATIONS. VERIFY WITH BUILDER AND/OR HOMEOWNER. ,�� a� CONC. FOOTER w/(2)#5 RODS CONT."M FQtNo W DEr •— W a C) 20 (W) x 12 (H) THICKEN ? _j U CONCRETE SLAB w/ (2)#5 RODS CONT. o M+IIEBIOR THICKEN SLAB . � Z m Q p 20"(W) x 12"(H) THICKEN STEP DOWN CONCRETE SLAB w/ (2)#5 RODS CONT. J O B NUMBER MMM go DOWN DEW SHEET NUMBER S-1 of S--4 Mzxlo / , TABLE FOR SHEAR WALLS FRAMING C> "D (GROUND FLOOR) W \ ¢ THE SHEAR WALLS TABLE WAS ESTABLISHED ASSUMING THE FOLLOWING CRITERIA UNLESS OTHERWISE NOTED IN THE TABLE: �� A) WOOD SHEATHING TO STUDS NAILING SHALL BE 8d COMMON NAILS. ro w B) GYPSUM BOARD TO STUDS NAILING SHALL BE 5d AND 6d COLLAR NAILS FOR 1/2" AND 5/8" THICK dry QA1p � o �\ �:► BOARD RESPECTIVELY. ti ti � r C) SOLE PLATE-CONCRETE SLAB ANCHORS SHALL BE 1/2"0 Ti4+vIAr-M arra SYEEL, Re9s J As sHo4iN 60 ?LAS 0v slteeT- %-3• an epomr&ROUT60 ISOM$ AS Re(R0I(ZM 1&%( 11AIW $GLOW 2 X 8 VENT THRU SUW 00 1i 4�_s > /�C DESIGNATION REQUIREDSINGLE 0R SHEATHING TO STUDS FLOOR TO FLOOR1 1 �' �� I tn � �i I I � I � � I � '�� J�----- / J SHEATHING DOUBLE SHEATHING NAIL SPACING ANCHOR SPACING a mMIC g � u,o 9'-0" CLG. I1 11 "�' // n to 7/16 OSB „,pUTILIT Y 11 / I ) SINGLE 6 / 12 60 D.C. O/ (BLOCKEDwI IY CD r I i �, 111 / 7/16” OSB CD N a 1 � V I —_ in I i I �o L. al / (BLOCKED) SINGLE 3 / 12 S�p O.C. ,lk 0 Lu C?i I rn cu En 0 r0„'"'� 7/16 osB .. �yy�j�� M d- 3+ ° N u�Z --i (BLOCKED) SINGLE , / 12�� G-"1 O.C. �k?k J 15 LLJ m Z t V41 7'-D-WIDE �i� I I — cn OH b�C .._�J Ld z I m C) cn HDR oi6�'� I C��Zx 2668 pKT = ADD EPDXY GROUTED BOLTS TO GATOR BOLTS TO ACHIEVE REQUIRED BOLT SPACING. 2_1 z w a 6i —` --c 1"xll� • 3'-0-WIDE m � I - fes-- Q I 4�!!. b�" HDR®6' c2)4066 31t - N A ll. (�FlNEL E'�G ES Q NTO 9ou�L STt?.fl5 0 0 ¢ a u (n ADDITIONAL NOTES: 0 z 1) FOR LOCATIONS CLOUDED AS 1 INDICATE LOCATIONS WHERE HEADER BEAM SHALL BE a I V R H 3 !p BOLTED PER DETAIL "B" OF SHEET No. S-4. IS ICD cs C\2 DBL R/S 2) FOR LOCATIONS CLOUDED AS 2 , INDICATE LOCATIONS WHERE WOOD POSTS SHALL BE STRAPPED d'' CO o I � AT TOP AND BOTTOM AS SHOWN ON DETAIL "A" ON SHEET No. S-4. CVD CO V1 m xa -�e 2468 PKT Cb rn 'I- Res -- o° 3 FOR LOCATIONS CLOUDED AS 9 , 'W" ON SHEET No. S-4. I�—� a IRI a a o � �� ) SHALL BE STRAPPED PER DETAIL III w w FWD �' I 4 FOR LOCATIONS CLOUDED AS , ' " F'—'� F�+d I' I ;b N - ) 4 SHALL BE STRAPPED PER DETAIL �`, ON SHEET No. 5-4. c �' �� 5) ALL EXTERIOR WAIL OPENINGS OTHER THAN THOSE MENTIONED ABOVE SHALL BE BOLTED PER � ry -r � 0 (2)4068 �� I' I = I •+•� a DETAIL "E" OF SHEET Na_ S-4. N I ( p m g 6) ROOF TRUSSES SHALL BE STRAPPED TO TOP PLATES OF BEARING WALLS AS SHOWN ON SCHEDULE "A" ON SHEET No. S-2. STRAPPING WILL BE ADEQUATE TO RESIST SHAER FORCES I--I a x . ACTING SIMULTANEOUSLY WITH UPLIFT FORCES, I{ { p N rOPT� EIREPLACE , I g I I N tier`' _ G rnN ** �� 14 O I; I 7) INDICATES FLOOR JIOSTS AND GIRDERS TO BE DESIGNED, FABRICATED �+ —— -- — —--- OPT. vING 1 `, �� % �OP1 SHELVING o DBL R/5 �'� I -► !.' AND CERTIFIED BY OTHERS. A y Www A W(L A zx I L) U 0 A) ( now 14 SCHEDULE "A" I ROOF TRUSSES STRAPPING SCHEDULE TO TOP PLATE f� - - OF BEARING WALLS (PRE--ENGINEERED FRAMING) W a UTILIZING ALL THREAD STEEL RODS 0 TRUSS No. OR UPLIFT TRUSS TO TOP TOP PLATE TO FOOTINGS z z Q �. DESIGNATION * (Ihs) PLATE OR TO STUD � ALL TRUSS ENDS " � W 5EECOND FLOOR FRAM I NG FLAN EXCEPT ONES 0 - 600 W2,5A, "SIMPSpN" CLIP 1/2 SHOWN.ON0N. N.SHEET SPACED AS - OUTLINED BELOW No. 5-3 N GROUND � 5HEAR WALLS L ?4%T"00UT �,-�I,r3ln$ ur.il "r 1/2"!b STEEL RODS SPACED AS � 601 - 1200 (2) H2.5A, 51MP5ON" CLIPS USE (3) ROWS N n Ir T�®, 3�VT-41 ti Ir-G1 SHOWN ON SHEET No. S-3 OF 12d COMMON WALE; I/'¢ c� -O USE, (2) ROWS Ur 5, r7 (3) LSTA36, -SIMPSON", " NAILS ® 12" O.C. OF 10d COMMON 1201 - 4750 NTT27. , SIMPSON", HOLDDOWN w STAGGER NAILSSTRAPS NAILS ® 12" Q.C. ON BOTH SIDES. O N N " " " TYPICAL OF 2 2" x 6" THRU 2 2" x 12" TYPICAL OF (3} 2 x 10 THRU (3) 2 x 12 ( ) � ) SOLID ,SAWN LUMBER SOLID SAWN LUMBER (2) 1/4" A36 STEEL FLITCH S FL► LATE BEARING STUD REQUIREMENTS FOR BEAMS GIRDERS: Qa "K" DENOTES KING STUD AND "J" DENOTES JACK STUD. " ALL SOLID SAWN LUMBER BEAMS SHALL BE SUPPORTED Lu USE (3) ROWS 1/2"0 A307 MACHINE WITH (11 )K+(2)Jls AT END SUPPORTS OR (2)K'S AT w OF 12d COMMON D.C. " INTERMEDIATE SUPPORTS. LVL BEAM REQUIREMENTS ARE } NAILS 12" O. BOLTS w/ NUT AND ' C'1 STAGGER NAILS ®�1 STEEL WASHERS W W ON BOTH SIDES. SHOWN ON PLAN ABOVE AND DENOTED BY.* �, O a N N N � �•.) w c I� (2) 1-3/4" PLY LVL (3) 1-3/4" PLY LVL (4) 1-3/4" PLY LVL (4) 1-3/4" PLY LVL u. d (2) 114! A36 STEEL CL FLETCH PLATE � o � MULTIPLEMEME3ERCONNECTION . DETAILS z _z mQ NOT TO SC.AL.E: a BEARING STUDS REQUIREMENTS FOR BEAMS / GIRDERS: JOB NUMBER 1. LVL BEAMS OR GLU. LAM. BEAMS, SEE FRAMING PLAN ON SHEET No. 2. 2. SOLID SAWN LUMBER, USE (2) KINGS FOR FLUSH BEAMS OR (2) JACKS PLUS (1) KING FOR DROP BEAMS. SHEET NUMBER 1� 12zi0 -1 S-2 of S-4 - FIBERGLASS SHINGLES OVER 30# IMPORTANT NOTE: FELT OVER 7/16" OSB BOARD OR REFER TO ROOF PLAN AND EAVE 15/32" PWO SHEATHING. DETAILS ON SHT AD.2 FOR ROOF HITCHES FOR ALL HOUSES AIR BAFFLE BTW EA TRUSS TO MAINTAIN 1/2" MIN AIR 12 SPACE FOR VENT STRAP FOR TRUSS ANCHORAGE (SEE 16 SCWEDULE "A" ON SHEET No. S-2) GALV. METAL O.H. DRIP EDGE r m r �et 9Ct -,Q "� �' � �' WRAPPED 5/8" GYP. BD. CLG. �S�Lch eaet 45 -4 , F0r �Floor To OVER 2x8 CIA PoS tt1" 4 F DJe- S V1eor VJAI 3 o PERFORATED VINYL/ ALUM. 1/2" GYPSUM BOARD SOFFIT s STUCCO 2x STUDS 0 16" OC (MIN #2 I D • 6) .4• ISE w! IT, FRIEZE SPF) CC. W O I66s PROVIDE MID-WALL BLOCKING FLAT p WISE 0 JOINTS IN SHEATHING T : 7S 'T. BAT 3 v a � w •Q; I --• r 9'-0" CLG. ^ 7/8" MIN. LIGHT Z D IL V TEX. STUCCO P.T. 2x PLATE 0 0= II �+ aB4 ow VENEER OVER m d- cu lu MTL LATHE ANDm :m2668 PKT 9'-0" CLG. VAPOR BARRIER 3/4" PLYWOOD GLUED & SCREWED m W Li TO 16" PRE-ENGINEERED FLOOR m r &; 9 24• � i TRUSSES OR T.J.I, JOISTS 0 24" OC z m w m p!s a R!s (SEE FLOOR TRUSS ENGINEERING) � z U W J ---'----------^— — W m Z Q� Q U I 1ST FLOOR TO M � n V) 2ND FLOOR RIM JOIST BY TRUSS MANUF, _ I ' STRAPPING PER (SEE FLOOR TRUSS ENGINEERING) —DBL RIS — I 2 STRUCTURAL 2666 PKT zv � w LO w 1/2" CEILING BD OR 5/8" GYP. BD t3 TYP ,tJ4 1/2"0 THREADED STEEL RODS SPACED PER iADDITIONAL P.EET BOLTTSSMAY r-a ,—I a M 2 L� AOLEEEON SHEET # SSHEAR2 WALL G� BEDROOM # v 9'-0" CLG. f S N 7/8" MIN. LIGHT PROVIDE MID-WALL BLOCKING FLAT I �� a w TEXT. STUCCO ■+ WISE ® JOINTS IN SHEATHING DROOM 3 N �a VENEER OVER $ 11 o m I, LATHE AND MT �" 2x STUDS ® 16" or, (MIN #2 0 CdF--1 9'-0" CLG. v VAPOR BARRIER SPF) � r Tn P.T. PLATE W/ ANCHOR BOLTS PER F-1--I 0 v a)�.+,X�i ; STRUCTURAL � U 6069 SOD 4" CONCRETE SLAB WITH K I `• FIBER MESH P• {3000 PSI. MESH OPTIONAL,} A 2868 SC W o o I An, BALCONY -I I --- �k C*, '>f SLOPE GRADE Icy AWAY ALL SIDES 3050 w 3050 sr •`. ��` w 91-0" CLG. AtI I SHI ` ..` ; ` ' ;;;. 6 MI PD BARRIER ._ N . •• .j ,: LVA RBA L� W AFF a4'AFF I I vI I 14 N #4 RODS VERT. ON 48 44O.C. & AT CORNERS. ( ' ) VERT. RODS SHALL 13E HOOKED 6" INTO Q FOOTINGS 0 BOTTOM AND 12" INTO SLAB C� — —— 20" VW)x 10"(H CONCRETE ' ® TOP. FOR HORIZ, REINFORCEMENT, USE S�� Q FOOTING REINFORCED ;�; . , 9 ga. HORIZ. JOINT REINFORCEMENT W r 0� p1�' W/(2)--#5 RODS CONT. ON 16" O.C. (MAX.) fill CO Z A,��s I T%T"f=& 2 - 5TOR"r LUALL &ECTICN- 1/2`0 THREADED STEEL RODS 5ECOND FLOOR %5HEAR WALL5 FLAN. lm_�-- CONTINUOUS FROM TOP PLATES _ I SCALA 1/2"z1'-0" SC TO CONCRETE. SPACE ON 60"O.C. ALE: 1/SII 1�-�I, j a OR AS SHOWN ON PLAN. SEE f DETAIL "J" OF SHEET No. S-400 I IMPORTANT NATE: 00 FOR TYPICAL BOLT RUN. SEE DETAIL "L" OF SHEET No. S--4 I REFER TO ROOF P AND EA DETAILS ON SHT AD.2 FOR ROOF FOR TOP CORNER BOLT INSTALLATION FIBERGLASS SHINGLES OVER PITCHES FOR ALL HOUSES 30# FELT OVER 7/16" OSB 12 I BOARD OR 15/32" PWD 7� SHEATHING. STRAP FOR TRUSS ANCHORAGE (SEE } its "°- I °"� o ' "' _------� TABLE FOR SECOND FLOOR SHEAR WALLS FRAMING {SECOND FLOOR) AIR BAFFLE BTW EA 1 SCHEDULE "A" ON SHEET No. S--2) .� 7 4 I I TRUSS TO MAINTAIN (►•H. �y hro �4.......�1 � a IIa i „ l� I I 1/2" MIN AIR SPACE Is i I THE SHEAR WALLS TABLE WAS ESTABLISHED ASSUMING THE FOLLOWING FOR VENT Z a, m # ; a = I , CRITERIA UNLESS NOTED OTHERWISE IN THE TABLE: O� x� v� i GALV. METAL 1/2" CEILING BD OR 5/8" GYP. N , �U � OCH I A) WOOD SHEATHING TO STUDS NAILING SHALL BE 8d COMMON NAILS. , DRIP EDGE BD TYP Wo w sidt'§ ��0 I I B) GYPSUM BOARD TO STUDS NAILING SHALL BE 5d AND 6d COOLER WRAPPED ALUM. ------ I . W NAILS FOR 1/2" AND 5/8 THICK BOARDS RESPECTIVELY, OR FASCIA OVER 2x8 �0 U70 se 1 -1/4" TYPE S OR W, #G SCREWS FOR EITHER BOARD THICKNESS. PERFORATED 1w iI I VINYL/ ALUM. l �,� � ; SOFFIT DESIGNATION REQUIRED SINGLE OR SHEATHING TO STU S �, --"' SHEATHING DOUBLE SHEATHING NAIL SPACING STUCCO FRIEZE A t//2"0 THREADED STEEL RODSAll ROVIDE MID-WALL BLOCKING FLAT s I 7 x 7 16 OSB " SPACED PER SHEET # S-3. a a Q I b 0 LOC SINGLE 6 12 ADDITIONAL EXP. BOLTS MAY WISE ® J01NT5 !N SHEATHING = � mP g j _� ( KED) 6E NEEDED PER SWEAR WALL g �n I Vd 2x STUDS 16" OC (MIN u1 F,. (+� TA 13LE ON SHEET # S-2. #2 SPF) -z i2°' zyB 16" OSO F ad u� cz SINGLE 4 / 12 7/8 MIN. LIGHT P.T. PLATE w/ ANCHOR W W (BLOCKED) TEXT. STUCCO BOLTS PER 6 cn a 8S so 1-04J VENEER OVER STRUCTURAL o w �:..•:•" �' e� "• '° '� MTL LATHE AND •: �.i VAPOR BARRIER 6 x6"OxNO/ 10 W.CRETE WF. TYP.WITHLa n ',::" •�`\ 4§ ADDITIONAL NOTES`. (1) 4 CONT. (3000 AL). FIBER MESH t/) L;i z ` =O _j o -a 1) ALL EXTERIOR WALL OPENINGS ON SECOND FLOOR SHALL BE STRAPPED SLOPE GRADE N a a i7 % AT TOP AND BOTTOM A5 SHOWN ON DETAIL "F"' ON SHEET No. S-4. AWAY ALL SIDES 'f :.' ` .'% w © W 6 MIL VAPOR BARRIER Q Z 2) FLOOR TO FLOOR STRAPPING FOR UPLIFT SHALL BE MODEL No. CS20, „ 1, �.`:,�;-': #4 RODS VERT_ ON 48" Q.C. & AT CORNERS- SIMPSON , SPACED AT 32 O.C. AT BOTTOM AND ALSO APPLIED AT TOP a " m Q ,; �.• VERT. RODS SHALL BE HOOKED 6 INTO p SEE DETAIL "L OF SHEET No. 5--4 PER DETAIL D ON SHEET No. S-4. WHERE SECOND FLOOR WALLS ARE FOOTINGS 0 BOTTOM AND 12" INTO SLAB o 20" W)x 10-(H) CONCRETE "�'� `' ' 0 TOP. FOR HORIZ. REINFORCEMENT, USE FOR TOP CORNER BOLT INSTALLATION. SUPPORTED BY FLOOR GIRDERS AND ARE NOT A CONTINUATION OF FIRST FOOTING REINFORCED 9 go, HORIZ. JOINT REINFORCEMENT FLOOR WALLS. EXTERIOR WALLS OPENINGS MAY BE STRAPPED PER DETAIL W/(2)-#S RODS CONT. ON 16" O.C. (MAX.) THREADED SFROD5 PLAN- "K" ON SHEET No. S-4- TYf=. I - %STORY WALL %5ECTION JOB NUMBER SCALE= 1/8"C V-0, SCALE= 1/2"=V-0" SHEET NUMBER S-3 of S-4 1/2"0 THREADED STEEL RODS I I 1/2"� THREADED STEEL RODS I DESIGNCRITERIA SPACED PER SHEET # S-3. I SPACED PER SHEET ADDITIONAL EXP. BOLTS MAY If S-3 1) LIVE LOADS: BE NEEDED PER SHEAR WALL STUD WALL ADDITIONAL EXP. BOLTS MAY. ROOF...............................20#/sq. ft., FLOOR...........40#/sq. it. TABLE ON SHEET # S-2. #4 RODS CONT. I BE NEEDED PER SHEAR WALL 2) WIND LOADS: 4" CONC. SLAB W/6x6x10/10 W.W.F. oft F18,E.RMM9 I TABLE ON SHEET # 5-2. I EXPANSION JOINT 3 THREE SECOND GUST WIND VELOCITY PER FBC-2001...................»...120 MPH 1 (IMPORTANCE FACTOR)=1.0, WIND EXPOSURE "B", CATEGORY "11" BUILDING • - STUD WALL RECESS SLAB 3 w n I � /4"x iD" WIDE � CCPl a (+) OR (-) 0.55 (PARTIALLY ENCLOSED BUILDING) PREENGINEERED ROOF TRUSSES _ _ I AT GARAGE DOOR 3) COMPONENTS & CLADDING DESIGN PRESSURES *44 GATOR NUT 6 MIL. V.B. OVER CLEAN, I $ .. - 6X6x10/1D W.W.F. _ I- WELL COMPACTED TREATED FILL I �f� v r 6x6x1D/1b W.W.F. O(d fIBE1CME5H ROOF (ANYWHERE)= -50.1 Psf, +23.7 Pst ,. .' WALLS: ZONE "5" IS WITHINft. OF CORNERS, ZONE "4" IS ANYWHERE £LSE. 3"x 3"x 1/8" #4 RODS VERT. ON 48" O.C. & AT CORNERS. I _ I • •' VERT. RODS SHALL BE HOOKED 6" INTO STEEL WASHER FOOTINGS BOTTOM AND 12" INTO SLAB •� r°p ---11' • ZONE EFFECTIVE WIND AREA(so. ft.) PRESSURE(PSF) 299 DILTIVE WIND AREA_(@g._fL) PRESSURE(PSF) � , TOP. FOR HORIZ. REINFORCEMENT, USE I N 4 10.0 35.5 -37.8 5 10.0 35.5 -44.7 HURRICANE STRAPPING PER TOP PLATE �� -- 9 ga. HORIZ. JOINT REINFORCEMENT 1 :"" (2)--#5 CONT. HOOKED I (2)- 5 CONT. HOOKED 4 20.0 34.4 -36.6 5 20.0 34.4 -42.4 SCH. A ON SHEET S 2 OF WALLS MI TIED AT CORNERS 4 50.0 32.1 35.5 5 50.0 32.1 -38.9 �- ON 16" O.C. (MAX.) I ' 'r` MIN. 18" MI TIED AT CORNERS II- I• I 12""-+� MIN. 18" w Id 4 100.0 30.9 -33.7 5 100,0 30.9 -36..6 �k = 48" (MAX.) OR .�'' •' y�. L.. 2D"�' I TURN DOWN SLAB DETAIL d •+• PLUS AND MINUS SIGNS INDICATE ACTING TOWARD AND AWAY FROM THE BUILDING SURFACES �^ CONSULT ENGINEER is ` :,, f 1/2"0 THREADED STEEL 20'(W)x 10"(H) CONCRETE FOOTING I TURN DOWN SLAB DETAIL I GARAGE GENERAL STRUCTURAL NOTES: ROD PER SHEET # S-3. REINFORCED W/(2)- #5 RODS CONT. LL_ 1) IT IS THE INTENT OF THE ENGINEER THAT THIS WORK BE IN CONFORMANCE WITH ALL I EXCEPT A GARAGE I REQUIREMENTS OF THE AUTHORITIES HAVING JURISDICTION OVER THIS TYPE OF TYPICAL FOUNDATION DETAIL ( I CONSTRUCTION AND OCCUPANCY. ALL CONTRACTORS SHALL DO THEIR WORK IN CONFORMANCE STEEL COUPLER �" -- -- --- - --- -- - -- - - - -- -- - - -- -- - - - - _ WITH ALL APPLICABLE CODES AND REGULATIONS. - -L - - - - W O WW 2) THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE JOB SITE PRIOR CORNER DETAIL I� 9 J 7/16" OSB NAIL w/ I � � TO COMMENCING WORK. 8d COMMOM NAILS TO 6x6xio/10 w W.F. Cit FIROMM1ESitLLJ 3) CONTRACTOR SHALL SUPPLY, LOCATE AND BUILD INTO THE WORK ALL INSERTS, ANCHORS, ANGLES, STUDS PER SHEAR WALL (N.T.S) o "7 PLATES, OPENINGS, SLEEVES, HANGERS, SLAB DEPRESSIONS AND PITCHES AS MAY BE REQUIRED BY TABLE ON SHEET # S-2. W ATTACHED DRAWINGS AND TO ACCOMMODATE OTHER WORK NOT SHOWN ON THE DRAWINGS. m C7 4) THESE DOCUMENTS ARE THE PROPERTY OF THE ENGINEER AND MAY NOT BE USED OR •. e -11 a Z REPRODUCED WITHOUT EXPRESSED WRITTEN CONSENT OF THE ENGINEER. RIM JOIST OR REAM SPH, "SIMPSON", STRAP - ^ ' 4 �I J m m W 2"x6' SPF #2 16" O.C. TDP PLATES �. (2)-#S RODS CONT_ m j- 0 Z 5) ALL DETAILS AND SECTIONS SHOWN ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND THREADED STEEL RODS SYSTEM m Cn m Z SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUTION ELSEWHERE IN THE WORK 1/2"d THREADED STEEL 20" Z EXCEPT WHERE A DIFFERENT DETAIL 1S SHOWN. ROD PER SHEET # S-3. U © �, W.I INSTALLATION INSTRUCTIONS 6) SUBSURFACE SOIL CONDITION INFORMATION IS NOT AVAILABLE. FOUNDATIONS WRER DESIGNED STEEL COUPLER areINTERIOR STEP DOWN DETAIL © d a LU FOR A 2000 PSF SOIL BEARING CAPACITY, CONTRACTOR SHALL REPORT ANY DIFFERING 1) DETERMINE THE STARTING POINT AND MARK EITHER THELSTA "51MP5DN (3) CONTINUOUS STUDS CONDITIONS TO THE DESIGNER PRIOR TO COMMENCING WORK. FORM BOARD BOLT LOCATIONS PRIOR TO CONCRETE POUR 36, STRAPS 7) IT IS THE CONTRACTOR'S SOLE RESPONSIBILITY TO DETERMINE ERECTION PROCEDURE ANDSEE TYPICAL FOUNDATION IF "J-BOLTS" ARE USED OR BOLT LOCATIONS DIRECTLY SEQUENCE TO INSURE THE SAFETY OF THE BUILDING AND IT'S COMPONENT PARTS DURING DETAILS OF THIS SHEET. ON THE HARDENED CONCRETE IF EPDXY ANCHOR BOLTS X-1 ARE USED. POST STRAPPING 0 TOP LIQ ERECTION. EPDXY GROUT STRAPP�G TOP CONSTRUCTION NOTES. 2) CORNER LOCATIONS SHALL BE PER DETAIL "L" ON THIS OLT.S.) MTM 1/2"d THREADED STEEL ROD SOLE PLATE SHALL BE � � SHEET. � I.r. ANCHORED TO SLAB W/ 1/2"0 • CONCRETE: / \ SPH, "SIMPSON STRAP 2x4 STUDS THREADED ROD BOLTS SPACED T \ Co Co 3) INSTALL COUPLERS, WASHERS & NUTS WHERE REQUIRED ® 16" D.C. PER SHEET / S--3. ADDITIONAL IL/l 6"x 6" OR 4"x 4' POST 1) ALL COMPRESSIVE STRENGTH T ON PLACE ATR28EDAY5�SLA8PT SLAB ON GRADE ON EMAYSHALL LHAVE A MIN. OF CONSTRUCTEO w/2500 PSI CONCRETE FOOTING f / PER DETAIL "J" ON THIS SHEET AND PER MANUFACTURER'S sxsxlD/tD w.w.F. EXP. BOLTS MAY BE NEEDED I RECOMMENDATIONS. ABU, 'SIMPSON", PER SHEAR WALL TABLE ON a I a CONCRETE, POST ANCHOR �186fi11 SHEET # 5-2, pq r.,4) ALL THREADED STEEL RODS SHALL CONFORM TO THE 2) FOOTINGS SHALL BEAR BELOW DISTURBED do ORGANIC SOIL AND UPON EITHER THE 5URFICAL 501E ��� REQUIREMENTS OF ASTM A36 THREADED STEEL, GALVANIZED. a ;3•' DRILL 6" INTO CONCRETE OR UPON STRUCTURAL FILL COMPACTED TO A DENSITY OF AT LEAST 95% OF STANDARD PROCTOR �:' MAXIMUN DRY DENSITY (ASTM D1557) FOR A DEPTH OF AT LEAST ONE FOOT (1 ft.) BELOW THE TT BOTTOM OF THE FOOTING. POST STRAPPING A BOTTOM ANCHORAGE TO SLAB O BOTTOM BOLT RUN DETAIL TYP - CILT.S) (2)-#5 RODS CONT. � � 3) BEARING MATERIAL: THE FOOTINGS SHOULD BEAR IN EITHER THE EXISTING FINE SANDY SOILS, (N,T.SJ �1 WHICH WILL REQUIRED PROPER COMPACTION, OR IN COMPACTED STRUCTURAL FILL. THE BEARING (N.T.S.) 1 LEVEL SOILS, AFTER COMPACTION, SHOULD EXHIBIT DENSITIES EQUAL TO 95% OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY (ASTM D1557) POST STRAPPING ^A POST STRAPPING N INTERIOR THICKEN SLAB DETAIL , u 0 4) REINFORCING STEEL SHALL BE ASTM A-615 GRADE 60 STEEL CONFORMING TO ACI 301, TOP & BOTTOM F'"'^'I a ul TOP & BOTTOM ACT 315, ACI 318 AND CRSI MANUAL OF STANDARD PRACTICE, LATEST EDITIONS. MISC. FOUNDATION DETAILS G a - 5) ALL CONTINUOUS VERTICAL AND HORIZONTAL REINFORCING STEEL IN FOOTINGS SHALL BE %Tx.) LAP SPLICED A MIN. OF 36 BAR DIAMETERS OR 24", WHICHEVER IS GREATER UNLESS tNT,S,) • • OTHERWISE NOTED. W w 6) THE MIN. CONCRETE COVER FOR FOOTINGS SHALL BE 3 in. MIN. FOR REINFORCEMENT. FOOTINGS (TO MAIN REINFORCEMENT).....................3 inches H2.5A, "SIMPSON" H2.5A, "SIMPSON" H2.5A, "SIMPSON" Z SLAB ON GRADE.....................I...............................CENTERED ROOF TRUSS CUP (TYP) OR " ROOF TRUSS CLIP (TYP) OR ROOF TRUSS CLIP (TYP) OR ^ " HEADERS PER SHT. p S--2 H2.5A, "SIMPSON" L� • SEE SCHEDULE A" SEE SGHEDULE "A" SEE SCHEDULE A 7) HORIZONTAL BEAM AND FOOTING BARS SHALL BE BENT 1 •-0" AROUND CORNERS OR CLIP (TYP) L w CORNER BARS WITH 2'-0" IAP SHALL BE PROVIDED. ON SHEET # S-2. ON SHEET // S-2. ON SHEET 5-2. GARAGE DOOR HEADER ^ ROOF TRUSS SEE SCHEDULE "A" (TYP) ON SHEET # S-2.Fb 8) CONTRACTOR SHALL PROVIDE SPACERS, CHAIRS, BOLSTERS. ETC. NECESSARY TO SUPPORT a REINFORCING STEEL. SUPPORT ITEMS WHICH BEAR ON EXPOSED CONCRETE SURFACES I SHALL HAVE ENDS WHICH ARE PLASTIC TIPPED OR STAINLESS STEEL . 9) ALL REINFORCING DETAILS SHALL CONFORM TO MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES ACI 315 LATEST EDITION, UNLESS DETAILED o OTHERWISE ON THE STRUCTURAL DRAWINGS. LSTA36, "51MPSON', ��"1 w C7 10) ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH "THE BUILDING CODE REQUIREMENTS 1/2"0 THREADED STEEL STRAPS20g Co z FOR CONCRETE" ACI.318 LATEST EDITION, AND "SPECFICATION5 FOR STRUCTURAL CONCRETE 1/2"d THREADED STEEL TWISTED x 24" LONG CS20, "SIMPSON", ROD PER SHEET # S-3 ROD PER SHEET # S-3 i TWISTED STRAPPING r� FOR BUILDING" ACI 301. STRAPS. SEE SHEET # UDS 6 MASO.NARY• FOR {/ OF STUDS. � 1-�• 1) CONCRETE MASONARY UNITS SHALL BE ASTM C90-75, HOLLOW LOAD-BEARING CONCRETE SEE SHEET # S-2 1/2"d THREADED STEEL w '�"' O MASONARY UNITS, TYPE 1, GRADE N-1, NORMAL WEIGHT, WITH A MIN. COMPRESSIVE STRENGTH FOR # OF STUDS. ROD PER SHEET # S-3 OF 2000 PSI ( f ' m = 1500 PSI ). 2 MORTAR SHALL CONFORM TO ASTM 0270 AND BE OF TYPE M OR S. HTT22, 'SIMPSON , LTTI9,HOLDDOWN w HDLDDOWN 3) HORIZONTAL MASONRY JOINTS REINFORCEMENT SGALL BE GALVANIZED TRUSS-TYPE WITH r_ CONCRETE SLAB 6 in. LAP AT ALL SPLICES AND PLACED AT EVERY OTHER BLOCK COURSE, MAX. 16 in. O.C.. WOOD FRAMING: OIL �,. 1) ALL WOOD FRAMING SHALL BE SYP #2 AND INSTALLED PER ATTC AND TPI AND NATIONAL SUPPORT GIRDER .40 •1 • • •y DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION. r' 2) ALL STRUCTURAL WOOD MEMBERS SHALL HAVE THE FOLLOWING MIN. DESIGN VALUES: EXTERIOR WALL OPENINGS ^K EXTERIOR WALL OPENINGSDOOR JAMB B SAWN LUMBER LAM. VENEER LUMBER STRAPPING ® TOP & BOTTOM STRAPPING A TOP & BOTTOM EXCEPT AT EXTERIOR WALL OPENINGS ^F DETAIL "C" F = 1,120 PSI Fb a 2,500 PSI ' b ANCHORAGE • TOP & BOTTOM = 90 PSI FY = 285 PSI (N•T&) GARAGE DOOR & OTHER LOCATIONS SHOWN STRAPPING d TOP & BOTTOM JAMB STRAPPING ® TOP & BOTTOM F Fct = 565 PSI E = 1,905 PS Ps! ON SHEET S-•2 OF THE DRAWINGS (N.T.S.) (N.T.S.) (N.T.S.) Fe = 1,455 PSI (N.T.S.) E = 1,600,000 PSI LL 3) ROOF & WALL SHEATHING SHALL BE 7/16" ORIENTAL STRAND BOARDS (OSB) OR BETTER, SPAN RATED AS SHOWN ON THE DRAWINGS. U) 0 4) ALL WOOD MEMBERS EXPOSED TO WEATHER OR IN CONTACT WITH MASONARY, CONCRETE OR SOIL SHALL BE PRESSURE-TREATED. 5) CONTRACTOR SHALL PROVIDE ALL FASTENING DEVICES NECESSARY AND SUITED FOR EACH SCHEDULE "C" see SCHEDULE "A" ON SHT. # S 2 *** TOP PLATES H2.5A, "SIMPSON". CLIPS (TYP) OR APPLICATION. FASTENING SUBJECT TO MOISTURE SHALL BE HOT-DIPPED GALVANIZED TO ASTM RECOMMENDED STUD SIZES AND SPACING BLOCKING REO'D. F ROOF TRUSS NOT SHOWN FOR CLARITY BETWEEN OUTRIGGERS �•��� 2 A--153-80. WALL PLATE HEIGHT STUD SIZE SPACING 2X4 BLOCKING ®SHEATHING JOINT 2x4 OUTRIGGER 6) ALL METAL CONNECTIONS AND FABRICATIONS SHALL COMPLY WITH A.LS.C. SPECIFICATIONS. 4" FROM GABLE ENDA m 48" O.C. HURRICANE CUP H-2.5 r` GOVT. 2x4 SCAR FROM TOP 70 --- �_.��.� B'--0" THRU W-10" 2X4 16" 7/16" STRUCTURAL ROOF SHEATHING Cr U-HANGER OR EQUAL 048" O.C. BOTTOM CHORD TO SERVE A5 NAILER -3 v 1 FASTENING SUBJECT TO MOfTURE SHALL BE HOT-DIPPED GALVANIZED TO ASTM A-153-80. 2x4 BARGE RAFTER CONT. FDR x-BRApNc o a' O.C. ^•� PROVIDE CLIP FOR 400 Iba 7} 5011D BLOCK ALL J015T AND RAFTERS AT POINT OF SUPPORT. 10'-0" THRU 14'-0" 2x6 ts" of LATERAL SHEAR SPONGES STRIP BOTTOM CHORD OF COMMON 14'-1" THRU 18'-6" 2x8 16" I TRUSSES 8 24" O.C. `% SPH, "SIMPSON", STRAPS 1 8) GRADE OF LUMBER TO BE USED FOR THE FABRICATION OF STUD WALLS MAY BE SPF #2 I I 1 �FASOA BOTTOM CHORD OF GABLE ��•` vj I I 1 12d NAILS 0 8" O.C. "k END TRUSS `�� 32 O.C. `J- v " " 2x4 X-BRACING INSTEAD OF SYP (12. Ig'-O" THRU 22'-0" 7x8 12 O 8'-p" p.C. 1 �TOP CHORD of GABLE END (3) 12d NAILS 2x10 12" I 1 1 TRUSS DROP 3-1/2" DOUBLE TOP PLATE 12•-0" _ t **4C= THE PLATE HEIGHT REPRESENTS THE VERTICAL 20 SCAB CONT. TOP TO I I I MAX. UNINTERRUPYED SPAN LENGHT OF THE STUD. BOTTOM CHORD 0 8 ft.FROM CABLE I I 1 OPENING Q� �►L� ' I I IF HORIZ. CONTINUOUS BRACE CAPABLE OF I I I 1 W SCHEDULE "B" - MISCELLANEOUS FASTENING SCHEDULE TRANSFERING LATERAL LOADS TO SHEAR WALLS I CONT. 20 SCAB FROM TOP TO 2x4 BLOCKING 0 40• O.C. BETWEEN LSTA36, 'SIMPSON", ' DOES EXIST. THEN THE SCHEDULE SHBOTTOM CHORD 0 X-BRACING ABOVE I 1 i GABLE ENO TRUSS AIND FIRST SPACE ® 32" O.C. p (PROVIDE ADDITIONAL 2x4's AT 2x4 SCAB IF VERT I COMMON TRUSS r } CONNECTION FASTENER NUMBER OR SPACING DOES NOT APPLY. WEB Is NOT PRESENT I j TVERTICAL O FORM IAN�L�"HIGHER 48" (MAX.) V.. � �,J TOP OR SOLE PLATE TO STUR, END NAIL 16d COMMON 2 I I t CONT. 2x4x8�p2 SYP. LATERAL I--� STUD TO SOLE PLATE, TOE NAIL 8d COMMON 4 AT 12d NAILS (TYP) I 1 BRACE 0 4fj O.C. DOUBLE STUDS, FACE NAIL tOd COMMON 24" Q.C. AT X-BRACING I I 1 BOTTOM END�TRUSS (3) 12d NAILS � 1.•� W '11 DOUBLE TOP PLATES, FACE NAIL 10d COMMON 16" O.C. I I T-- J ul H TOP PLATES, LAP AND INTERSECTIONS FACE NAIL - 2-16d OR 3-10d COMMON „ „ (2)-2x4 TOP PLATE ISOMETRIC VIEW SHOE PLATE � CONTINUOUS HEADER, TWO PIECES 18d COMMON 16' D.C. ALONG EA EDGE SCHEDULE D CONT. 204 ,z sYP SHOWING LATERAL BRACE TO LATERAL BRACE 048" O.C. 2x4 STUDS 0 16" D.C. Z - FRAMING SCHEDULE FOR OPENINGS SHALL BE A5 FOLLOWS FOR ALL LOAD BEARING WALLS GABLE I:T1D TRU$$ EXCEPT AS OTHERWISE NOTED ON THE DRAWINGS) 7/It" OSS ON tat. 2x4 BLOCKING 0 48' O.C. / -PLYWOOD & PARTICLEBOARD SHEATHING: _ i NAILED ON 4"/12' BETWEEN GABLE & FIRST TRUSS '-p�T��M FRAMING GRDERRPER SHEET # S-2 ROOF - 7/16" OR GREATER 8d COMMON 6" O.C. EDGES & OPENING WIDTH IN FEET CUP ID 4B" N. CLIP ij OF In Q PROVIDE A MIN. 400 Lbs OF SHEAR. 0 of 8" O.C. INTERMEDIATE UP TO 3'-0" 3'-1" THRU 5'-0' 6'-1" THRU 10'-0" O WALL - 7/16" OR GREATER 8d COMMON 6" O.C. EDGES & * LINTEL * (3)--bB's (3)-200's (3)-202's PLATFORM_ FRAMING H 12" O.C. INTERMEDIATE . USE TWO (2) STUDS OF THE SAME SIZE AS THESE JAMB ** ESE OF THE WALL BEING CONSIDERED GABLE END •�C� DETAIL FLOOR - 3/4" T&G PLYWOOD Bd COMMON 6" O.C. EDGES & W,T,S,) D 12" O.C. INTERMEDIATE * = TWO (2) PLATES WITH A 1/2" PLYWOOD FILLER MAY BE USED INSTEAD OF NUMBERJOB STUD TO STUD STRAPPING THE THREE (3) PLATES MENTIONED ABOVE. UNNB ACED LENGTH OF x--BRACING MAY . (N.T.S.) NOT EXCEED 10 ft.. IF LENGTH DOES * = OR SEE SHEAR WALL TABLES ON SHEET S-2 & S--3. ** = STUDS SHALL BE CONTINUOUS FROM TOP PLATES TO SOLE PLATES. EXCEED 10 ft., ADDITIONAL SCAB IS REO'D. 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I^1/{•lUN, ar.riiEMRS R XTERIl1R � VA710N 1 1 B•RN11 CMIERS&24'at, VIEWED FROM WERIQR U DOOR sNOWN EItTE@lnR >LevA, j AT HFAU k IA rA 1YRN 0110.5- Ppg�I�IFR CAULK nxxo, xxxx DOOR SHOWN K+Eo>iaL.APPLICAhAN or➢UD-sJt mIPLR[D GLASS BY CTHERs 9IDLY MIH SFNA7IR&WIWACIURER'S -- - — - - tTYP3 1YA BEH4W PRI AR YANIM 5= SCT WILL 111 BE➢ 'A M FOR PEAMETEII SGL AROa1D /� NAZI' 249 OlA I QIBB AOAb Of CONCRETE [IR CAULK Y!]!L_STRIr 0E7AT1. KINC� LTD . LK NCV 7 �„1 D. .ucxsalvlLLG r(BRg6 aSrs4 1J(srALLAT11w AUK:IruR � tt Ts�uJACI<SO[�Vl0, FLOWIDA USE J i�• rr•^/�� 3/16' 01A.comm-TE /� sCREV ATRIR)R ATYP.) JM� ,Y; G Tlua GLA RAVEsa:� , NSTALLA71UN DETAIL mmD FRAPSE UPfNima caHCRETE Tra� Ir! - NGLx1�GxX /sdad i cicxaxwYcx�tI�LSDrAllilt BUCKar1FDRc�iAN`" SINGES HUNG WMDOW N4t1/SB & H40/5gWP NAtTDB1Y OPCIRNG a; a -- ••-`MANUEL IiARTINEx 98 6"�ll/U6/Ql BY dT1 Rs ):;4.:�c�: p°"rcD' 1wium NARTfkz " D T fW JAUB DO I1a1 R Wal i �6 SfCTlflf4 1 'Uff I m clw CIVIL ua�nH I�' T2/910tr 1 N.T.S. 1�rxnp78 . AIBIITIDII AN1yl0A$ARE ONLY REa'0. CIVIL N.T.$. ,t,LA1Alr - a7taz 41t1 SHEET. _ ax, X0, xx DOOR SHOWNslccn L 71F '` IL "i 47lee ,7�""""" 11 IAF 1 - - ,d.�..0 .� --- �-- ,... ..�-..- _.. 2 BY WOOD BUCK 1110 x 11/4' MINIMUM EMBEDMENT OR 17 3/16' PFH TAPCONS WITH 4,563' 1112' MIN, EMBEDMENT (TYP) ONIIS SHALL k INSikLU ON,C Ai LOIN M1ECTE0 It A CANOPY OR OVEN SaN IMI iH'AMIE RIVE9 ik(0 If CWT R OWERNRI6 (2) PER HEAD JAMB 10 SILL iS LESS iNAN 4S DEGREES. 01tl_ESS LNIi IS D✓SiKU IN 114' GAP MAX. 011II4E AREAS RK K UNIT ANB INE AREA PRE OESIGNE010 ACCEPi WATER CONK .750' XkgativeNWEA gotOEO a RE01UE IS s NEEO[0 IC + . s � � e e MATERIALS LIST O I1EN NO, DESCRIPTION PARi NONBTR CONHENiS 0 VSD-HEAD MB EV-12 11/4'x 19/16'Ni,TD g goo CONPRESS0 VEATHERSIRIPLUSEAL 9650 I - T EV-10 /4' 'MR. To v vMp ' 4 FIXED THRESHOLD Top CHANNEL EV-05 i 61 11/16 INTERIOR715/16' '' EXTERIOR © STEEL SKIN 26 gfi,(.011+,002-,000) IIII SN11.051 MAX P01YURIT N I fOAMBASF FOAM- DENSITY 2.0 iO 25 Ibs,d ' MUM CHANNEL ' o , ' 40 LOCK BLOCK EV-OB 4-y1of ap STRIKE TILE EV.07 111/16'X /16'X 79 /16'NiL,10 BE ap 7 , e WOOD HINGE STILE EV-06I 11116'X 1516'119 5116'NIL 10 BE AN Q LICK FILLER PLATE EV-09 .050 THICK PLASTIC 3 ' 'WNW EV-IS A7 THICK(STEEL) '. V00-HINGE JAM 11/4'x 19/16'NiL,iD BE WOOD 8 O tl 0 x 3/4'W D SCREW (4)SCREWS PER HINGE © Y 0 x 'F,ILWS. (2)SCREWS PER WKE IN FBI VANNUIN I Vi'DOTtlEIII I maiag m mw eat ppPPOV�ASC4INyw 410 x 3/4'F.H.VS. 2)SCREWS PER HINGE I F�,L 00 x 2'F.H.S. 2)AT EACH STRIKE PUTE r ° � 0 L6CKSE1 WIKSET BRAND 200 Lei au�°��wp yp.o AC�p�ENU DADS C(RB4TY NDDIFICASIONNS el21/0 A 2 BY WUOD SUCKJ blit,;lldEil0,(K it � ARa � MOE CEIUHTY N5DIFICAi{�S 3a JD fN1Rl0 L4E�S i?(O,S1Q( .Iw'S n 'ADDED Ph�E i ""d J liE�) ].u,.% RS iIt. �V(Si OTll BM P� IRICI NT Y ILIO x 11/4 MINIMUM EMBEDMENT OR IR U,3/16'PFH TAPCONS WITH f RRH MM MIX 11/2 MIN, EMBEDMENT (TYP) 4111.FR SDII 0 (2) PER BEAD JAMB PI11S ,,KS b616P A SHE[T 2 OF 6 W DOOR CONFIGURATIONS VIS'1rY1Ei1ER C _ 66 3/4•MAX .-MAxA•MAX •W% . / s•MAX —41 MAX IrvrERlorz 1•Mwx Y MAx L 1.. 1* MAx I-• — - "'--`t90•TMX MAX M6X ItinX_..I 1 11 -7 31 1/�• I MAX 37 I/21 MAX i 1 tY MAX 29 7/4' ]/.• A•MAX t5l . X Il[ 29.3r4• IJ I Mwz • MAX 35 7/a' IS•MAx16 MAx . 4C t 7 y QI I6 ,—\ BO 11/16• q ,S"MAx SHIM MA% 22• Mw% 0.0 ALO ts•MAX oc ;.;� % �•r, i:%y ••r' ter':'• 77 1/2•MAX— MAX AX MAx A•MAX 16•I"X ' r MwX + 9/16- ..6 azMax .MAX �•MAx IA" Mwx MAx t �•TMX 6"MAX 1 11 1�MA% 1 ]•MAN 4•MAX t5i MAX a• MAX-1�+- �•,Mx - SEE GLAZING pETwtL .•MAX A.MAX ^^ .- r•MAX 15,MAX ac 16 _ EXTERIOR Ir 15•MAX q eG a/16' O.F Max b 7l 1/a• MAX 15�X SECTION A-A t5tl�X a w,x OTHER CONFIGURATIONS —..r—�1 ;:; 1 GLAZING DETAIL INSWING -- 6•MAx t/16, 7•"X T Mwx 60 a/a' 68 MAX77 1/2" SIIERviHvILl1AMS BSDA 2 MAx Ax �"'� MAX Mwx EXTERIOR pMBE LATE%CAULK 11 EXTERIOR - � M. . uNlrs IIIESS arta,FIGC utt E1I1pBS8A6 W M igIE0,Sit1 fA1L T0'i c wit tlwrr I RWXATXW A: : �0/3 CGlrLrNG v,TrM THEENGINFFR- ltK PEVISIl1tlS 8T iNTERa utEc XA[ cuc opc - AI � OK ts'w u: �CGatrllrwthTlF ° P I6vE soAns a rests 6 •,,y�� syr _�J11TH'�!1,�1..rq� 014sg6 urE>�[l!rt mrl m1 A An mlee�1 cvrlplMrinc n Ax ct•'yJUi't•� L E - - I !IA'l ...:..:.�.tc>•;•.. ],�G7A Jul1 u S" ... PATE rY P M UR ENTRY YS EMS 31-1020: :I �L ASS 13Tr� 9 �' v,aovr - ClaV151�t1 it c JEFFUM SHEET:5.. 6" CONSIGN n[momt N R, S M 3SHEET 2 OF 6 -' I IORI000DEC041PI.WceOFFICE a SLEET 2 OF 6 PiiiSBIRG Q 66762 = {' B.ILpINGff�t)EG9,APLIaNCEG�FlCE ,,;�, . t/B' TENPEREO fd.ASS 6CC.E7L{Fl-vF 10 O l—0 7 t 4./g .. ....�..(j.(pj 1 ACCEPCINCE NO. 1(11(m I(tlp C rROM :CLARS(N & ASSOCIATES FAX NO. :904 396 2633 San. 13 20% 09:12AM P2 q I o Parprglou 1i[AF S,U4IPING SpUM,4RY SURVEY OF LOT 19 AS SSO1rN ON VAp OF PARADISE PRAFSSRVL AS RECORDED IN PLAT BOOR 51. PAGES 37 ?"ROUGH 51C Of TMC CL4WNT PUBLIC RECORDS OF DUVAL COUNTY. F7.OR1D44 ARI RffERENCE; AR1N0 SHOMN ON R►d1T'"Of iYAY 11cligo-I IS INS SAME AS SHORMI ON 7NE YO MENTIONED PLAT. N07E: THE PROPERTY SURVEYED HEREON APPEARS TO LIE twnw FLOOD ZONE "X• AS SC+AI�FROM THE FLOW INSURANCE RATE MAPS, COMMUNITY PANEL NO. 120073-101661, DATED 4-17-89. ELEVA77GMS 9210" THUS ( )X R TO THE NATIONAL GEODETIC VERTiCA1 DATUM CERTIrII+D T0: SURTRUSTARRO101 6 CHERR YL TkILO LAW OFFICE OF DEBORAH T'ATLOR OLD REPUBLIC TITLE PARADISE CIRCLE (3O• PRIVATE R/w) 04 » 4 3'JEA R WLZ. TtAT / raILO' TRANSFORWR / c01E1RE tl• CO AMN ON Q3VO4W PAD OO1rC RtIK Pco fit.j aunty ,i f to' r 10• JFA ( ELSCTRMAI. EOUiMW T EA=EwaIT I I TWO STORYFRAME I r Ld Df Q� I RESIDENCE i 1 15" EAVES +� I F.F. ELI-V.—(72.79) Q i i wT 12 CL N ryu O LOT 13 '��ti.`.' :}. Y �v i PC `it•'i."r••wj r 9120 }� IINJVB4, 9'1 Oiiw r p 0-. 55.10 p PARADISE LANE 0 roumRte•PM AS ST I 0a (PIWATE VAWAaE N107N RJGM-C- WAVE 0 SET Z•MION(L9 R tL1 01080 R "Am 1 "M9 ARC LCNCM PC PMT OF 0WATURE h pcw?OM TAAawv BRL MFa,MICPGN UNE ef.ELEIt nw FLOOR F3.R�IATk7N Y n� THAT TF S SURVEY PRRFtWMEO UNDER MY RESPONSIBLE OIRfiCTION MEETS THE MNIMUM TECHf+NCA1 STANDARDS FOR LAND RNVEYTYRS IN ACCOMAMM 07H 040-Pn 1 61617-0, FLORIDA ADTtMFMS)RATItj CODE (PURSUANT TO SECTION 4-/2.027, FLORIDA STATUTES), AND FURTMER CERTIfY THAT TIERS ARE NO RASIBLE 0oO7tOA0odWTS UPON THE SUB ECT PROPERTY EXCEPT AS SHOW. SURVEYED: NOVEMBER 2 2005. CL.ARJM AND ASSOCld= WC. PROFESSIONAL SURVEYORS A MAPPERS 1"�20" 1843 wALAO AL[,l4w2or w,n_.31207 SCALL: (sonM- uN4 r7WFIELDBOOK: 779 PACE: 55,e12 A � FIELD BOOK: PAGE: NA wJILtIhDA S>r A. HIL! R. Q tawa\A-LOTS\PARADISE PRsUVC\Wr-r3-FIFULDMc 0 slrAY NV/VAUO WZ2E Owosso vwwwcrms$CAL 1 dRec9;—oA Nime Jan.13• 8:28AM ue NOo1S39 WN8b:01 9001 'Bi' f rROM :CLARS(N & ASSOCIATES FAX NO. :904 396 2633 San. 13 20% 09:12AM P2 q I o Parprglou 1i[AF S,U4IPING SpUM,4RY SURVEY OF LOT 19 AS SSO1rN ON VAp OF PARADISE PRAFSSRVL AS RECORDED IN PLAT BOOR 51. PAGES 37 ?"ROUGH 51C Of TMC CL4WNT PUBLIC RECORDS OF DUVAL COUNTY. F7.OR1D44 ARI RffERENCE; AR1N0 SHOMN ON R►d1T'"Of iYAY 11cligo-I IS INS SAME AS SHORMI ON 7NE YO MENTIONED PLAT. N07E: THE PROPERTY SURVEYED HEREON APPEARS TO LIE twnw FLOOD ZONE "X• AS SC+AI�FROM THE FLOW INSURANCE RATE MAPS, COMMUNITY PANEL NO. 120073-101661, DATED 4-17-89. ELEVA77GMS 9210" THUS ( )X R TO THE NATIONAL GEODETIC VERTiCA1 DATUM CERTIrII+D T0: SURTRUSTARRO101 6 CHERR YL TkILO LAW OFFICE OF DEBORAH T'ATLOR OLD REPUBLIC TITLE PARADISE CIRCLE (3O• PRIVATE R/w) 04 » 4 3'JEA R WLZ. TtAT / raILO' TRANSFORWR / c01E1RE tl• CO AMN ON Q3VO4W PAD OO1rC RtIK Pco fit.j aunty ,i f to' r 10• JFA ( ELSCTRMAI. EOUiMW T EA=EwaIT I I TWO STORYFRAME I r Ld Df Q� I RESIDENCE i 1 15" EAVES +� I F.F. ELI-V.—(72.79) Q i i wT 12 CL N ryu O LOT 13 '��ti.`.' :}. Y �v i PC `it•'i."r••wj r 9120 }� IINJVB4, 9'1 Oiiw r p 0-. 55.10 p PARADISE LANE 0 roumRte•PM AS ST I 0a (PIWATE VAWAaE N107N RJGM-C- WAVE 0 SET Z•MION(L9 R tL1 01080 R "Am 1 "M9 ARC LCNCM PC PMT OF 0WATURE h pcw?OM TAAawv BRL MFa,MICPGN UNE ef.ELEIt nw FLOOR F3.R�IATk7N Y n� THAT TF S SURVEY PRRFtWMEO UNDER MY RESPONSIBLE OIRfiCTION MEETS THE MNIMUM TECHf+NCA1 STANDARDS FOR LAND RNVEYTYRS IN ACCOMAMM 07H 040-Pn 1 61617-0, FLORIDA ADTtMFMS)RATItj CODE (PURSUANT TO SECTION 4-/2.027, FLORIDA STATUTES), AND FURTMER CERTIfY THAT TIERS ARE NO RASIBLE 0oO7tOA0odWTS UPON THE SUB ECT PROPERTY EXCEPT AS SHOW. SURVEYED: NOVEMBER 2 2005. CL.ARJM AND ASSOCld= WC. PROFESSIONAL SURVEYORS A MAPPERS 1"�20" 1843 wALAO AL[,l4w2or w,n_.31207 SCALL: (sonM- uN4 r7WFIELDBOOK: 779 PACE: 55,e12 A � FIELD BOOK: PAGE: NA wJILtIhDA S>r A. HIL! R. Q tawa\A-LOTS\PARADISE PRsUVC\Wr-r3-FIFULDMc 0 slrAY NV/VAUO WZ2E Owosso vwwwcrms$CAL 1 dRec9;—oA Nime Jan.13• 8:28AM ue NOo1S39 WN8b:01 9001 'Bi' f - FIBERGLASS SHINGLES OVER 30# IMPORTANT NOTE: FELT OVER 7/16" OSB BOARD OR REFER TO ROOF PLAN AND EAVE 15/32" PWO SHEATHING. DETAILS ON SHT AD.2 FOR ROOF HITCHES FOR ALL HOUSES AIR BAFFLE BTW EA TRUSS TO MAINTAIN 1/2" MIN AIR 12 SPACE FOR VENT STRAP FOR TRUSS ANCHORAGE (SEE 16 SCWEDULE "A" ON SHEET No. S-2) GALV. METAL O.H. DRIP EDGE r m r �et 9Ct -,Q "� �' � �' WRAPPED 5/8" GYP. BD. CLG. �S�Lch eaet 45 -4 , F0r �Floor To OVER 2x8 CIA PoS tt1" 4 F DJe- S V1eor VJAI 3 o PERFORATED VINYL/ ALUM. 1/2" GYPSUM BOARD SOFFIT s STUCCO 2x STUDS 0 16" OC (MIN #2 I D • 6) .4• ISE w! IT, FRIEZE SPF) CC. W O I66s PROVIDE MID-WALL BLOCKING FLAT p WISE 0 JOINTS IN SHEATHING T : 7S 'T. BAT 3 v a � w •Q; I --• r 9'-0" CLG. ^ 7/8" MIN. LIGHT Z D IL V TEX. STUCCO P.T. 2x PLATE 0 0= II �+ aB4 ow VENEER OVER m d- cu lu MTL LATHE ANDm :m2668 PKT 9'-0" CLG. VAPOR BARRIER 3/4" PLYWOOD GLUED & SCREWED m W Li TO 16" PRE-ENGINEERED FLOOR m r &; 9 24• � i TRUSSES OR T.J.I, JOISTS 0 24" OC z m w m p!s a R!s (SEE FLOOR TRUSS ENGINEERING) � z U W J ---'----------^— — W m Z Q� Q U I 1ST FLOOR TO M � n V) 2ND FLOOR RIM JOIST BY TRUSS MANUF, _ I ' STRAPPING PER (SEE FLOOR TRUSS ENGINEERING) —DBL RIS — I 2 STRUCTURAL 2666 PKT zv � w LO w 1/2" CEILING BD OR 5/8" GYP. BD t3 TYP ,tJ4 1/2"0 THREADED STEEL RODS SPACED PER iADDITIONAL P.EET BOLTTSSMAY r-a ,—I a M 2 L� AOLEEEON SHEET # SSHEAR2 WALL G� BEDROOM # v 9'-0" CLG. f S N 7/8" MIN. LIGHT PROVIDE MID-WALL BLOCKING FLAT I �� a w TEXT. STUCCO ■+ WISE ® JOINTS IN SHEATHING DROOM 3 N �a VENEER OVER $ 11 o m I, LATHE AND MT �" 2x STUDS ® 16" or, (MIN #2 0 CdF--1 9'-0" CLG. v VAPOR BARRIER SPF) � r Tn P.T. PLATE W/ ANCHOR BOLTS PER F-1--I 0 v a)�.+,X�i ; STRUCTURAL � U 6069 SOD 4" CONCRETE SLAB WITH K I `• FIBER MESH P• {3000 PSI. MESH OPTIONAL,} A 2868 SC W o o I An, BALCONY -I I --- �k C*, '>f SLOPE GRADE Icy AWAY ALL SIDES 3050 w 3050 sr •`. ��` w 91-0" CLG. AtI I SHI ` ..` ; ` ' ;;;. 6 MI PD BARRIER ._ N . •• .j ,: LVA RBA L� W AFF a4'AFF I I vI I 14 N #4 RODS VERT. ON 48 44O.C. & AT CORNERS. ( ' ) VERT. RODS SHALL 13E HOOKED 6" INTO Q FOOTINGS 0 BOTTOM AND 12" INTO SLAB C� — —— 20" VW)x 10"(H CONCRETE ' ® TOP. FOR HORIZ, REINFORCEMENT, USE S�� Q FOOTING REINFORCED ;�; . , 9 ga. HORIZ. JOINT REINFORCEMENT W r 0� p1�' W/(2)--#5 RODS CONT. ON 16" O.C. (MAX.) fill CO Z A,��s I T%T"f=& 2 - 5TOR"r LUALL &ECTICN- 1/2`0 THREADED STEEL RODS 5ECOND FLOOR %5HEAR WALL5 FLAN. lm_�-- CONTINUOUS FROM TOP PLATES _ I SCALA 1/2"z1'-0" SC TO CONCRETE. SPACE ON 60"O.C. ALE: 1/SII 1�-�I, j a OR AS SHOWN ON PLAN. SEE f DETAIL "J" OF SHEET No. S-400 I IMPORTANT NATE: 00 FOR TYPICAL BOLT RUN. SEE DETAIL "L" OF SHEET No. S--4 I REFER TO ROOF P AND EA DETAILS ON SHT AD.2 FOR ROOF FOR TOP CORNER BOLT INSTALLATION FIBERGLASS SHINGLES OVER PITCHES FOR ALL HOUSES 30# FELT OVER 7/16" OSB 12 I BOARD OR 15/32" PWD 7� SHEATHING. STRAP FOR TRUSS ANCHORAGE (SEE } its "°- I °"� o ' "' _------� TABLE FOR SECOND FLOOR SHEAR WALLS FRAMING {SECOND FLOOR) AIR BAFFLE BTW EA 1 SCHEDULE "A" ON SHEET No. S--2) .� 7 4 I I TRUSS TO MAINTAIN (►•H. �y hro �4.......�1 � a IIa i „ l� I I 1/2" MIN AIR SPACE Is i I THE SHEAR WALLS TABLE WAS ESTABLISHED ASSUMING THE FOLLOWING FOR VENT Z a, m # ; a = I , CRITERIA UNLESS NOTED OTHERWISE IN THE TABLE: O� x� v� i GALV. METAL 1/2" CEILING BD OR 5/8" GYP. N , �U � OCH I A) WOOD SHEATHING TO STUDS NAILING SHALL BE 8d COMMON NAILS. , DRIP EDGE BD TYP Wo w sidt'§ ��0 I I B) GYPSUM BOARD TO STUDS NAILING SHALL BE 5d AND 6d COOLER WRAPPED ALUM. ------ I . W NAILS FOR 1/2" AND 5/8 THICK BOARDS RESPECTIVELY, OR FASCIA OVER 2x8 �0 U70 se 1 -1/4" TYPE S OR W, #G SCREWS FOR EITHER BOARD THICKNESS. PERFORATED 1w iI I VINYL/ ALUM. l �,� � ; SOFFIT DESIGNATION REQUIRED SINGLE OR SHEATHING TO STU S �, --"' SHEATHING DOUBLE SHEATHING NAIL SPACING STUCCO FRIEZE A t//2"0 THREADED STEEL RODSAll ROVIDE MID-WALL BLOCKING FLAT s I 7 x 7 16 OSB " SPACED PER SHEET # S-3. a a Q I b 0 LOC SINGLE 6 12 ADDITIONAL EXP. BOLTS MAY WISE ® J01NT5 !N SHEATHING = � mP g j _� ( KED) 6E NEEDED PER SWEAR WALL g �n I Vd 2x STUDS 16" OC (MIN u1 F,. (+� TA 13LE ON SHEET # S-2. #2 SPF) -z i2°' zyB 16" OSO F ad u� cz SINGLE 4 / 12 7/8 MIN. LIGHT P.T. PLATE w/ ANCHOR W W (BLOCKED) TEXT. STUCCO BOLTS PER 6 cn a 8S so 1-04J VENEER OVER STRUCTURAL o w �:..•:•" �' e� "• '° '� MTL LATHE AND •: �.i VAPOR BARRIER 6 x6"OxNO/ 10 W.CRETE WF. TYP.WITHLa n ',::" •�`\ 4§ ADDITIONAL NOTES`. (1) 4 CONT. (3000 AL). FIBER MESH t/) L;i z ` =O _j o -a 1) ALL EXTERIOR WALL OPENINGS ON SECOND FLOOR SHALL BE STRAPPED SLOPE GRADE N a a i7 % AT TOP AND BOTTOM A5 SHOWN ON DETAIL "F"' ON SHEET No. S-4. AWAY ALL SIDES 'f :.' ` .'% w © W 6 MIL VAPOR BARRIER Q Z 2) FLOOR TO FLOOR STRAPPING FOR UPLIFT SHALL BE MODEL No. CS20, „ 1, �.`:,�;-': #4 RODS VERT_ ON 48" Q.C. & AT CORNERS- SIMPSON , SPACED AT 32 O.C. AT BOTTOM AND ALSO APPLIED AT TOP a " m Q ,; �.• VERT. RODS SHALL BE HOOKED 6 INTO p SEE DETAIL "L OF SHEET No. 5--4 PER DETAIL D ON SHEET No. S-4. WHERE SECOND FLOOR WALLS ARE FOOTINGS 0 BOTTOM AND 12" INTO SLAB o 20" W)x 10-(H) CONCRETE "�'� `' ' 0 TOP. FOR HORIZ. REINFORCEMENT, USE FOR TOP CORNER BOLT INSTALLATION. SUPPORTED BY FLOOR GIRDERS AND ARE NOT A CONTINUATION OF FIRST FOOTING REINFORCED 9 go, HORIZ. JOINT REINFORCEMENT FLOOR WALLS. EXTERIOR WALLS OPENINGS MAY BE STRAPPED PER DETAIL W/(2)-#S RODS CONT. ON 16" O.C. (MAX.) THREADED SFROD5 PLAN- "K" ON SHEET No. S-4- TYf=. I - %STORY WALL %5ECTION JOB NUMBER SCALE= 1/8"C V-0, SCALE= 1/2"=V-0" SHEET NUMBER S-3 of S-4 Mzxlo / , TABLE FOR SHEAR WALLS FRAMING C> "D (GROUND FLOOR) W \ ¢ THE SHEAR WALLS TABLE WAS ESTABLISHED ASSUMING THE FOLLOWING CRITERIA UNLESS OTHERWISE NOTED IN THE TABLE: �� A) WOOD SHEATHING TO STUDS NAILING SHALL BE 8d COMMON NAILS. ro w B) GYPSUM BOARD TO STUDS NAILING SHALL BE 5d AND 6d COLLAR NAILS FOR 1/2" AND 5/8" THICK dry QA1p � o �\ �:► BOARD RESPECTIVELY. ti ti � r C) SOLE PLATE-CONCRETE SLAB ANCHORS SHALL BE 1/2"0 Ti4+vIAr-M arra SYEEL, Re9s J As sHo4iN 60 ?LAS 0v slteeT- %-3• an epomr&ROUT60 ISOM$ AS Re(R0I(ZM 1&%( 11AIW $GLOW 2 X 8 VENT THRU SUW 00 1i 4�_s > /�C DESIGNATION REQUIREDSINGLE 0R SHEATHING TO STUDS FLOOR TO FLOOR1 1 �' �� I tn � �i I I � I � � I � '�� J�----- / J SHEATHING DOUBLE SHEATHING NAIL SPACING ANCHOR SPACING a mMIC g � u,o 9'-0" CLG. I1 11 "�' // n to 7/16 OSB „,pUTILIT Y 11 / I ) SINGLE 6 / 12 60 D.C. O/ (BLOCKEDwI IY CD r I i �, 111 / 7/16” OSB CD N a 1 � V I —_ in I i I �o L. al / (BLOCKED) SINGLE 3 / 12 S�p O.C. ,lk 0 Lu C?i I rn cu En 0 r0„'"'� 7/16 osB .. �yy�j�� M d- 3+ ° N u�Z --i (BLOCKED) SINGLE , / 12�� G-"1 O.C. �k?k J 15 LLJ m Z t V41 7'-D-WIDE �i� I I — cn OH b�C .._�J Ld z I m C) cn HDR oi6�'� I C��Zx 2668 pKT = ADD EPDXY GROUTED BOLTS TO GATOR BOLTS TO ACHIEVE REQUIRED BOLT SPACING. 2_1 z w a 6i —` --c 1"xll� • 3'-0-WIDE m � I - fes-- Q I 4�!!. b�" HDR®6' c2)4066 31t - N A ll. (�FlNEL E'�G ES Q NTO 9ou�L STt?.fl5 0 0 ¢ a u (n ADDITIONAL NOTES: 0 z 1) FOR LOCATIONS CLOUDED AS 1 INDICATE LOCATIONS WHERE HEADER BEAM SHALL BE a I V R H 3 !p BOLTED PER DETAIL "B" OF SHEET No. S-4. IS ICD cs C\2 DBL R/S 2) FOR LOCATIONS CLOUDED AS 2 , INDICATE LOCATIONS WHERE WOOD POSTS SHALL BE STRAPPED d'' CO o I � AT TOP AND BOTTOM AS SHOWN ON DETAIL "A" ON SHEET No. S-4. CVD CO V1 m xa -�e 2468 PKT Cb rn 'I- Res -- o° 3 FOR LOCATIONS CLOUDED AS 9 , 'W" ON SHEET No. S-4. I�—� a IRI a a o � �� ) SHALL BE STRAPPED PER DETAIL III w w FWD �' I 4 FOR LOCATIONS CLOUDED AS , ' " F'—'� F�+d I' I ;b N - ) 4 SHALL BE STRAPPED PER DETAIL �`, ON SHEET No. 5-4. c �' �� 5) ALL EXTERIOR WAIL OPENINGS OTHER THAN THOSE MENTIONED ABOVE SHALL BE BOLTED PER � ry -r � 0 (2)4068 �� I' I = I •+•� a DETAIL "E" OF SHEET Na_ S-4. N I ( p m g 6) ROOF TRUSSES SHALL BE STRAPPED TO TOP PLATES OF BEARING WALLS AS SHOWN ON SCHEDULE "A" ON SHEET No. S-2. STRAPPING WILL BE ADEQUATE TO RESIST SHAER FORCES I--I a x . ACTING SIMULTANEOUSLY WITH UPLIFT FORCES, I{ { p N rOPT� EIREPLACE , I g I I N tier`' _ G rnN ** �� 14 O I; I 7) INDICATES FLOOR JIOSTS AND GIRDERS TO BE DESIGNED, FABRICATED �+ —— -- — —--- OPT. vING 1 `, �� % �OP1 SHELVING o DBL R/5 �'� I -► !.' AND CERTIFIED BY OTHERS. A y Www A W(L A zx I L) U 0 A) ( now 14 SCHEDULE "A" I ROOF TRUSSES STRAPPING SCHEDULE TO TOP PLATE f� - - OF BEARING WALLS (PRE--ENGINEERED FRAMING) W a UTILIZING ALL THREAD STEEL RODS 0 TRUSS No. OR UPLIFT TRUSS TO TOP TOP PLATE TO FOOTINGS z z Q �. DESIGNATION * (Ihs) PLATE OR TO STUD � ALL TRUSS ENDS " � W 5EECOND FLOOR FRAM I NG FLAN EXCEPT ONES 0 - 600 W2,5A, "SIMPSpN" CLIP 1/2 SHOWN.ON0N. N.SHEET SPACED AS - OUTLINED BELOW No. 5-3 N GROUND � 5HEAR WALLS L ?4%T"00UT �,-�I,r3ln$ ur.il "r 1/2"!b STEEL RODS SPACED AS � 601 - 1200 (2) H2.5A, 51MP5ON" CLIPS USE (3) ROWS N n Ir T�®, 3�VT-41 ti Ir-G1 SHOWN ON SHEET No. S-3 OF 12d COMMON WALE; I/'¢ c� -O USE, (2) ROWS Ur 5, r7 (3) LSTA36, -SIMPSON", " NAILS ® 12" O.C. OF 10d COMMON 1201 - 4750 NTT27. , SIMPSON", HOLDDOWN w STAGGER NAILSSTRAPS NAILS ® 12" Q.C. ON BOTH SIDES. O N N " " " TYPICAL OF 2 2" x 6" THRU 2 2" x 12" TYPICAL OF (3} 2 x 10 THRU (3) 2 x 12 ( ) � ) SOLID ,SAWN LUMBER SOLID SAWN LUMBER (2) 1/4" A36 STEEL FLITCH S FL► LATE BEARING STUD REQUIREMENTS FOR BEAMS GIRDERS: Qa "K" DENOTES KING STUD AND "J" DENOTES JACK STUD. " ALL SOLID SAWN LUMBER BEAMS SHALL BE SUPPORTED Lu USE (3) ROWS 1/2"0 A307 MACHINE WITH (11 )K+(2)Jls AT END SUPPORTS OR (2)K'S AT w OF 12d COMMON D.C. " INTERMEDIATE SUPPORTS. LVL BEAM REQUIREMENTS ARE } NAILS 12" O. BOLTS w/ NUT AND ' C'1 STAGGER NAILS ®�1 STEEL WASHERS W W ON BOTH SIDES. SHOWN ON PLAN ABOVE AND DENOTED BY.* �, O a N N N � �•.) w c I� (2) 1-3/4" PLY LVL (3) 1-3/4" PLY LVL (4) 1-3/4" PLY LVL (4) 1-3/4" PLY LVL u. d (2) 114! A36 STEEL CL FLETCH PLATE � o � MULTIPLEMEME3ERCONNECTION . DETAILS z _z mQ NOT TO SC.AL.E: a BEARING STUDS REQUIREMENTS FOR BEAMS / GIRDERS: JOB NUMBER 1. LVL BEAMS OR GLU. LAM. BEAMS, SEE FRAMING PLAN ON SHEET No. 2. 2. SOLID SAWN LUMBER, USE (2) KINGS FOR FLUSH BEAMS OR (2) JACKS PLUS (1) KING FOR DROP BEAMS. SHEET NUMBER 1� 12zi0 -1 S-2 of S-4 i 68'-0" 41-0>. 29 1-101p 341_2" 13,-0„ 61-7)/2$13�-8y2" 4,-On Z'-2" 3►-6" 14r_2►r 16'-10 I x 4 g 4-r u' I_I I c A/C CONDENSER C)IOPT. 4"CONC. I V 4"CONC. PAD FOR CF) _ 1 G wo 1i I It " g" I I II I t -00 - rn� � I I � I I I _"r 00 � I N a I I II1 � I a I m I f M l I ( cn o ___..�...___—_—J I II I I M -----�---�--_--•-_----- ---- --- --- — I — --_.-�,L._ rn � m —— SLOPE z' r W 7-- m r--• I �. —_------------ __ -- •------ --T�Nlml "�I— 1 ,•I r�–, It _ v I � Lai rW I II I NlIII! 1 Il1j tII _ I II ► n to 0o 1 1 �b�'�u _ I 1 11 I I$ III I I I 23 --8 I C-27 Z U j I W_- Lij o- I 1 � I U LL- JL....�,.,�., i ► n I • v� © d U Q © cn I O0 i I 10 --0 a Q v z 1j 1Io x rIt o; 1 A ° , 1 1 11 I F---- ....J =� II ° • II i i ( --- ----- --- — I-- —j I � C'J I i u--- I ; ------ -- _ _ I I-1 1 w II I "'�'1 I I o I I -i i ; __-- ___•--—__-- co --� I— —I ; r——— II -off 0 r 83 o m� I I � 'd'I I I I T 7 ~ ,► I i I C] —I o o< =:O C/1 co JL rn m Ln m x m -_- ►^-_i S,_1n I 0.4 `/ D vrna0o , �mo , ZrI u' 11 4 _0 II 6 -0Y I I ,...1 O U I Z 0m I I - 1 I r�amZ5p I — r C7 I SLOPE`•- cn -< o I I I I Sox ` l I I - _� nM 0o I I I ( n � 0 � I i � m 0F 1 I I I I 0ED � � I © a I I I ccornX PLOii 3" I iI Q � o 16f7 !4- CD o co z•-I I _----____ __-- _-____--- _----_____ __ _ _-__ _-______--- ____--___-_____ _-- _ _____ w � 54 m J Ib 3 _8�rl 1 -syn ,_2„ INOT'E: a,_0,► 56'-10" THE UNDERSIGNED E. ENGINEER) HAS NO KNOWLEDGE OF ANY SUBSURFACE SOIL CONDITION REPORT: THUS. ALL FOOTINGS ARE DESIGNED 64'-10" AS SHALLOW, FOOTINGS BEARING ON SOIL THAT POSSESSES A MAXIMUM BEARING PRESSURE OF 2000 PSF. IF CONTRACTOR FOUND ANY DIFFERING - --- _ CONDITIONS EITHER THROUGH SOIL REPORT OR SOIL REMOVAL, THEN r ENGINEER OR UNDERSIGNED SHALL BE NOTIFIED AND POSSIBLE FOOTING DESIGN REVISI6NSI.E. MAT FOUNDATION OR PILE FOUNDATION MAY HAVE TO BE IMPLEMENTED PRIOR TO COMMENCING WITH FOOTINGS WORK. z Q CONCRETE FOUNDATION FLAN �:• 4 FOUNDATION LEGEND -94 SCALE: 1/411=11-011 (SEE SHEET No. S-4 FOR STRUMRAL DETAIL) A 8xB"x16" CMU STEM WALL.w/ FC., FOS AND TION NOTES: (1)#4 ROD VERTICAL ON 48" O.C. o_ W 1. DIMENSIONS SHOWN WITH = INDICATE PLUMBING OR ELECTRICAL & HOOKED INTO 20"(W) x 10"(H) OUTLET LOCATIONS. VERIFY WITH BUILDER AND/OR HOMEOWNER. ,�� a� CONC. FOOTER w/(2)#5 RODS CONT."M FQtNo W DEr •— W a C) 20 (W) x 12 (H) THICKEN ? _j U CONCRETE SLAB w/ (2)#5 RODS CONT. o M+IIEBIOR THICKEN SLAB . � Z m Q p 20"(W) x 12"(H) THICKEN STEP DOWN CONCRETE SLAB w/ (2)#5 RODS CONT. J O B NUMBER MMM go DOWN DEW SHEET NUMBER S-1 of S--4 tp 6 a q P it N O � ' / U) .o 1 7:12w SLOPE a 1 _ a uj 7.12 a w -E ZO—PE M� � Af \Q r-----------•------------------------ --•-•----'--•------i 7:12, , FINK ATTIC –SLOPE Fiy }}�.�•.�� OVER GARAGE i w RIDGE to 1 ------_---------_-------------- ------------------ 0 ------_--------_-- i � W '=ti 7:12 11m ry,5 Q� � Noo AD.2 a SLOPE (n AD.2 ' - 1 SLOu PE a cn Il ' a N O 71-R SES w/ I D'T EA O n cuLMM f co cu 7:Iz RIDGE 7:12 SL13SL 'X I I 'yio MOM=J 3 ! I C) II II �\Q W Q. • 4 N -1 8 AD.2 c T OEMo :12 a SLOPE � a x • 11 ROOF LAYOUT • JOB NO. 04-81.0044 SCALE: 1/4-0-l'-O" SURFER KEY SHEET TITLE SHEET ROOF LAYOUT A2 . 3 N1� r $ �W .21 r r c� 30'-4" M • w 5#-7,V2" 5r-4Yrr J. 26-911 16r-7. 6'-8Y" 4'w3)/2r' r7 1 D/S LINEN o •N "N I 8) .4'1 USE i Wl10' RED CC ° 1668 a ri � n ri i M BATH 3 50 re 9'-0" CLG. ND IL �^ l�. a dQ mp as LL p G 2 moo >� N a� � Ow 3� a a o `~ 2666 PKT 9'-0" CLG. CV 1�-g" I 24' a n DIS I RIS . -------------- CVI d- � n N cv " a I 2668 PKT DOL R/S I G z'-10� z-3Y z'-6" - " N 3'-11y" 1'-11y" 5'_4° 4'-5y" kcN BEDROOM 2 9'-0" CLG. BEDROOM 3 a� 9'-0" CLG. cu "N � 6068 SGD co o . I . �2868 sc BALCONY i E 0 0 9'-0" CLG. I ' I 3050 SH 3050 SH I 1 1 84'AFF 84"AFF I I f � 6 I � 6' 0)�" 4'-10Y2" 3'-4" 4'-1" 8'-9" 5'-7" 12'-3y" 3'-8y" 30'--4" a a a `o a ;R SECOND FLOOR. PLANMae SECOND FLOOR PLAN R :• � ,Le. SCALE: 1/4"=1'-0" SCALE: 1/4"=1'-o„ a AREA TABULATION . r MAI N FLOOR PLAN 1541 SQ. FT. + . �` . g 814 SQ. � 02 . SECOND FLOOR �`����. o �.2 ':. 0.IT TOTAL A/C AREA 2355 SQ. FT. FRONT PORCH 142 SQ. FT. JOB NO. 04-81.0044 GRILL PORCH 104 BALCONY 130 SQ. FT. SURFER GARAGE 494 SQ. FT. KEY TOTAL AREA 3225 'SQ. FT. SHEET TITLE s"��� SECOND FLOOR _ A2 . 2 L .� MAIN FLOOR NOTES 20'—a» 20'--0" NOTE-FLOOR I. WINDOW GRILLS ARE STANDARD IN FRONT ' 3 7'-4" 10'-4" AND SIDE ELEVATIONS AND REAR ' " " ELEVATIONTO BE CLEAR GLASS. 2'-0" 8'-0" 8'--0" 2'-0" 7--bY 3-3y 2. ALL UNDIMENSIONED PARTITIONS ( ) 10 ARE 3 1/2" ROUGH. .g g 3. ALL ANGLED PARTITIONS ARE 45 DEGREES UNLESS OTHERWISE NOTED. 4. PROVIDE MINIMUM 2-242's W/ 1/2" ° , `F -° PLYWOOD FLITCH PLATE AT ALL EXTERIOR ° WALL OPENINGS AND INTERIOR BEARING WALL OPENINGS UNLESS OTHERWISE NOTED. 6 P • '+b' x 7'•OGD S. 3-2X4'S MIN. AT EACH END OF ALL BEAMS •'v '•° AND GIRDER TRUSSES UNLESS OTHERWISE NOTED. ALL SUCH CONCENTRATED LOADS SHALL BE TRANSFERRED TO FOUNDATION Us AFF e•GLS ELKS-48"x 48' VIA BEAMS, POSTS AND/OR SOLID BLOCKING. C14 5 SH 24' 1 6. ALL EXTERIOR DIMENSIONS ARE TO FACE LINEN p/5 i K ESS OTHERWISE NOTED. 7. ALL TRUSSES OF STUDS LTO BEAR ON EXTERIOR 8 / \ cam• rn / \ 5068 BYPASS wP TUB 4 WALLS AND/OR GIRDER TRUSSES UNLESS OTHERWISE NOTED ON FOUNDATION PLAN. / \ •�" / B. TRUSS MFG. TO SIZE MEMBERS, FASTENERS, ■ CD -6 1'-7" `1/2 HANGERS B SET SPACING FOR ALL i I _ __ + 9'-0 � TRUSSES. -_�-� v i - i °° 9. WINDOW SUPPLIER TO VERIFY AT LEAST ONE VE i ANDMI) t ACL AORDEGRESS OPENIOW IN ALL NG OF 5.7 SOOOMS TO , beQ ��♦ I , I I VALVE RECESS �`` How WITH MIN. DIMENSION OF 240 IN HEIGHT AND , JF and U 20" IN WIDTH; SILL HEIGHT NOT GREATER G W/24 DOD /D5 TWAN 44" ABOVE FLOOR.2868 PKT 10. BALLOON FRAME ALL EXTERIOR WALLS (ABOVE 8'-1") TO UNDERSIDE OF ROOFrrrrrrrSHEATHING - PROVIDE FIRESTOPPING OPTIONAL EVERY 8'-O" VERTICALLY IN WALLS > W-I"74- 2 CAR GARAGE II. ALL HANDRAIL BALLUSTERS TO BE 3 1a-0 �' s'� � '" ,� 2pti��oowN VALVE SPACED SUCH THAT A 4" SPHERE CANNOT / + 91-0" CLG. � ATTIC ACCESS a� ,z nm PASS BETWEEN BALLUSTERS. 12. ALL ELECTRICAL AND MECHANICAL f — EQUIPMENT Bt METERS ARE SUBJECT TO R I r { I r f RELOCATION DUE TO FIELD CONDITIONS; N ,_ " L r= —� " .N 8'_©" '— .� " G��^,— —J 13. FOR ADDICONTRACTIONAL A�NOTES G � 9 8 41-80 1 X12 3,-5. 6 11 5 g TION T GENERAL Q LL n 1 a STEPS TO GRADE NOTES ON TITLE SHEET !� DETAILS. pl MASTER SUITE 14. TYPICAL WINDOW HEAD HEIGHT SHALL BE g-g� N REQUIRED BY CODE 9'-0" CLG. 96 ABOVE FINISH FLOOR (U.N.O,). m U 15. WINDOW MANUFACTURER TO TEMPER ALL E WINDOWS 2' WITHIN DOORS, OVER TUB a ❑ ❑ �- lill FSHOWERS INISHED 7 WINDOWS WITHING 18" OF THE m N i 1 1/ HIW ° X19GRILLING I00 y- R N ao I wisp 1 1 " °O M © I M PATIO N it LL_J i vCIO 9'-0u CLG. U. - 61 ��,,. BATH 2 k a _ " r m I Ir 2'-4" r a auy 8'SQUARE COLUMN 9 -��� CLG. a I 9'-0'CLG. I m r i[7 ' I I e ❑ ❑ _� ❑ 5 SH 5 5H I I to 8-8 un p oHc ._ - - - - - R/SS I o 1669 ....r_ c '39-REF _ 21150 cV 1tl SPACE L/S A GESa Cu I I I C� 2066 UP I N 24" I H N m I D/S o I , M ;�� � W= CD KITCHEN I I a 3' 3 O °° (go 9'-0" CLG. scu op II • IOM mci) LL_�� � I l qa c4 I "R SES w/ 'T io `°"' 1 E4C" "'x ( )7. "R SES w/ '1] n N cti cu 11 -a I �, 1 BEC 36"BC ire OPEN HANDRAIL 1 I I I ^--- SIN W/DI5P. (16 ON I PONY WALL 1 D/W SP 1 Y7•LO �l.`.. LIS ,fj1 z QH —I I I OH�� j --��--�- .��----------- 'n ------------......--'.-._—.�_. 1 .N I 40.5-x WALL SEE INTERIOR I 1 w/15'BARTOP ELEVATIONS 1 iV r---- -- PASS THROUGHuj r---J-- GREAT ROOM I 9'--0" CLG. ; ;; . _ II � 1 � II I 1 4'SO FRAMED COLUMNSI I • II ; II II Q DINING ROOM II R I 9'-0" CLG. , HB M O I 1 1 0 3068 SC 3060 SH 3060 SH W/10'SL 84'AFF 84-AFF r 4 12'-11y" I I I I • II II g I I FRONT n 1804P �H 3060 SH PORCH I I I 84'AFF 84'AFF 8'SO FRAMED 9'-0" CLG. COLUMNS(TYP.) I I v J` II I I I I � I I I I " • 2 _ REA TABULATION 6- 0 2" 5' 1"-_ 5' 1" tom: •'Y..y'� � MAIN FLOOR PLAN 1541 SQ. FT. 0 E �,e:,. SECOND FLOOR 814 SQ. FT. 'V-10V 3.-4" 4'-1" 3'-10 ° ° 6'-1" 5'-1" 3'`OY" � ° TOTAL A/C AREA 2355 SQ. FT. • JOB NO. 04-B1-0044 -$" 12'-•3y" 18'-ay" FRONT PORCH 142 SQ. FT. SURFER • 40'-°" GRILL PORCH 104 BALCONY 130 SQ. FT. KEY - MAIN F PLAN GARAGE 494 SQ. FT. SHEETTITLE SHEET SCALE: 1/4"�1'�a" TOTAL AREA 3225 SQ. FT. MAIN FLOOR A2 . 1 `. •� r Periods only used on one 'W Ord abbreviations, if the abbreviation Is a different word by Itself; e.g. ARCH., BIT., and LAM. SHEET I '$ GENERAL NATES 4D ABBREVIATION S Periods are usually used when abbreviating multlple wards, unless they , ` Lv are very common without periods; e.g. AFF, HVAC, R/A, and WWM. A.B. ANCHOR BOLT FAS FASTS N(ER) PAR PARALLEL 1. ALL WORK PERFORMED SMALL COMPLY WITH ALL APPLICABLE LOCAL AND STATE BUILDING CODES, 5. SIDING&ROOFING A ABV ABOVE F F.B. FACE BRICK P PAD. PARTICLE BOARD ARCHITECTURAL ORDINANCES. AND REGULATIONS AND ALL OTHER AUTHORITIES HAVING JURISDICTION. A/C AIR CONDITIONING F.B.O. FURNISHED BY OTHERS PC.CONC. PRECAST CONCRETE AOA COVER SHEET A. VAPOR BARRIER SMALL BE APPLIED ON ALL EXTERIOR WALLS. INSTALL AS PER MAARJFACTURER'8 ALC ACCESS F.D. FLOOR DRAIN P.E. PORCELAIN ENAMEL AC.T. ACOUSTICAL TILE(CLG) F.E. FIRE EXTINGUISHER PED PEDESTAL(SINK) REQUIREMENTS. AFF ABOVE FINISH FLOOR F.F. FINISH FLOOR(LINE) PERI PERIMETER A1.1 INDEX ABBREVIATIONS, SYMBOLS AND 2. MINIMUM DESIGN LOADS: A.D. AREA DRAIN F.G. FIXED GLASS PKG PARKING r B. INSTALL#15(MN.)FELT UNDER ALL SHINGLES. ADD ADDENDUM FOL FIBERGLASS PL PLATE(HEIGHT) GENERAL NOTES FLOOR: 40 P.S.F. LIVE LOAD ADH ADHESIVE FIN FINISH P.LAM. PLASTIC LAMINATE 10 P.S.F, DEAD LOAD C. NAILS ONLY TO BE USED FOR ROOF SHINGLE ATTACHMENT. ADJ ADJUSTABLE FLG FLASHING PLAS PIASTER NO STAPLES ALLOWED. AGG AGGREGATE FUR FLOORING) PML PANEL ROOF: 40 P.S.F. LIVE LOAD A H.U. AIR HANDLING UNIT FLUR FLORESCENT(LIGHT) PMT PAINTED) LAYOUTS IO P.S.F. DEAD LOAD D. FLASH ALL'ROOF TO WALL CONDITI0N5, ALT ALTERNATE FN FENCE PR PAIR(OF)ALUM ALUMINUM FNDFOUNDATION PREFAB PREFABRICATED p A.P. ACCESS PANEL F.D. FACE OF PSF POUNDS PER SQUARE FOOTry VERIFY DESIGN LOADS WITH LOCAL BOLDING 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 A2.0 FOUNDATION PLAN ENGINEERING FOR ALL STRUCTURAL DETAILS.SPECIFICATIO1I6,AND NOTES. ,20 GAUGE ALUMINUM WITH BAKED ENAMEL FINISH, ARCH. ARCHITECT(URAL) FPHB FIRE PROOF HOSE 8189 FTM PARTITIONEY ASPH ASPHALT FPL FIREPLACE P.T. PRESSURE TREATED(WOOD) A2.1 MAIN FLOOR PLAN A.T. ASPHALT TILE FR FULL SIZxING) PV PAVE(0)oR PAVING A2.2 SECOND LEVEL FLOOR PLAN 3. CONCRETE 6. INSULATION AUTO. AUTOMATIC F$ FULL SIXH PVC POLYVINYL CHLORIDE(PIPE) AVG AVERAGE PTO FOOTING PVMT PAVEMENT AWNG AWNING FUR FURRED(ING) PWD PLYWOOD A2.3 ROOF PLAN A. FOUNDATION TYPES AND DESIGNS MAY VARY WITH THE NOWIDUAL PERTINENT sons CONDITIONS ON A. PROVIDE R41 (MIN.)BATT INSULATION IN ALL EXTERIOR WALLS AND R49(MINIMUM)BLOWN INSULATION B 836 36'WIDE BASE CAB, � GA GAUGE 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 UNHIEA D 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 MEET HUD MINIMUM PROPERTY SPECS. 8D BOARD G.B. GYPSUM(WALL)BOARD BF BI-FOLD(DOOR) G.C. GENERAL CONTRACTOR R RISER(ON STAIRS) A2.5 REAR 8t LEFT ELEVATIONS r T, STRUCTURE OR GAS MITIGATION DUE TO THESE OCCURRENCES, R-11 BATTS AT FIREPLACE CHASE WALLS AND UNDER FIREPLACE UNIT. BIT. BITUMINOUS GD GRADE OR GRADING R RIA RETURN AIR W BLKG BLOCKING G.D.O. GARAGE DOOR OPENER R.B. RUBBER BASE A2.6 INTERIOR ELEVATIONS M BLDG BUILDING GFI GROUND FAULT INTERRUPTER. RAD RADIUS BILK BLOCK(CMUs) GL GLASS OR GLAZING RBL RUBBLE B. ALL DESIGN, REVISIONS, ENGINEERING, INSTALLATION AND LIABILITY OF SOI.CONDITIONS,GAS MITIGATION BLKG BLOCKING GL.BK. GLASS BLOCK R.D. ROOF DRAIN � _ (f� AND STRUCTURAL DESIGNS DUE TO INADEOUOTE SOILS OR LANDFILL BM BEAM G.I. GALVANIZED IRON OCCURENCES SHALL BE THE 7 DETAIL SHEETS REFI REFRIGERATOR r RESPONSIBILITY OF THE BUILDER -DEVELOPER'OR IT'S SUBCONTRACTORS INVOLVED WITH THE DESIGN ARD DRYYIALL B.M. BENCH MARK GT GROUT REQ REQUIRED INSTALLATION OF SUCH;AND THE ARCHITECT SHALL NOT BE HELD LIABLE OR RESPONSIBLE FOR THEIR BP BI-PASS(DOOR) RES RESILIENT ADA FOUNDATION & WALL SECTIONS OF A. ALL WALLS TO H�Q'EGYPSUht AND ALL CEILING TO Huf►�'OYPSUHI DlRli'CEILING BOARD lNLE85 "- 42N 42'HIGH(WALL) REV REVISION(.REVISED ••r IMPLEMENTATIONS. BRICK BIG BEARING HB HOSE 0188 REINF RI=tNFOIRCED(ING) AD.2 ROOF SECTIONS NOTED OTHERWISE. B.S. BOTH SIDES H.C. HOLLOW CORE RFG ROOFING BSMT BASEMENT HD HEAD OR HARD R.J.B. REINFORCED JUNCTION BOX B. USE WATER RESISTANT GYPSUM BOARD FOR EXPOSED WALLS AND CEILING AT SHOWER AND TUB WADI 13TH OR BOT BOTTOM M.D. MEAT DETECTOR OR HEAVY DUTY RLG RAILING AD.3 MiSC DETAILS C. CONTRACTOR SHALL BE RESPONSIBLE FOR SIZE,LOCATION AND INSTALLATION OF REVISED STEEL REINFORCING AREAS RECEIVING FIBERGLASS ENCLOSURE. RTWN BETWEEN NOR HEADER RAM RANGE W/MICROWAVE PER LOCAL CODES OR SPECIFIC SOIL CONDITIONS,WHICHEVER IS MORE RESTRICTIVE. BVL BEVELED HDW HARDWARE RM Roots AD.4 M1SC DETAILS B.W. BOTH WAYS MGT HEIGHT R.O. ROUGH OPENING H.M. HOLLOW METAL R.O.W. RIGHT OF WAY B. INTERIOR TRIM AND FINISHES TO BE SELECTED BY CONTRACTOR. C CAB H C.D. ABINHTBASIN H HORIIZONTAL RBS ROD AND SHELF(S) AD.5 M I SC' DETAILS CATMR OUR D. SOIL TEST MUST BE APPROVED BY GEO TECHNICAL ENGINEER PRIOR TO FOOTING POUR. CEM CEMENT H.R. HALF ROUND(WINDOW) SC SOLID CORE(DOOR) 9. DOORS A WINDOWS CER CERAMIC HS HORIZONTAL SLIDER S SCH SCHEDULE CF CUBIC FOOT HTO HEATING SO SMOKE DETECTOR m i E. ALL CONCRETE FOOTINGS ARE DESIGNED TO BEAR ON MINIMUM SOIL PRESSURE OF 5000 P.S.F. AND CHAM CHAMFER HVAC HEATING/VENTILATING/AIR COND. SEC SECTIONp O W SHALL BE PLACED ON FIRM, UNDISTURBED SOIL 3'-6'MINMIM BELOW GRADE. CONTRACTOR TO A. ALL PATIO DOORS-OPERABLE LEAF INSIDE, C.I. CA$T IRON. HWD HARDWOOD(FLOORS) S.F. SOUARF FEET ELECTRICAL c My,(L 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 t g OR LOCAL CODES, WHICHEVER, LS MORE RESTRICTIVE. B. DOOR AND WINDOW INFILTRATION SHALL BE IN ACCORDANCE WITH LOCAL ORDINANCE AND SHALL MEET CIR CIRCLE I.R. IRONING BOARD S.G.D. SLICING 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 CW SHALL NOT BE LESS THAN 55. C.J. CONTROL JOINT OR CONSTRUCTION JOINT I.L.O. IN LIED)OF SHT (DRAWING)SHEET "( CK CALK(ING)CAUI"K(NG) I.M. INSULATED METAL SHTHG SHEATHING E1.1 MAIN FLOOR ELECTRICAL PLAN A F. ALL CONCRETE SHALL ATTAIN A 28 PAY COMPRES6IVE STRENGTH OF 3,000 P.S.I. CL CLOSET OR CENTER LINE INS OR(NSUL INSULATED(TION) SIM SIMILAR CLG CEILING INT INTERIOR SKL SKYLIGHT E1.2 UPPER FLOOR ELECTRICAL PLAN CLR CLEARANCE) S c C. PROVIDE INSSULATING DOUBLE GLAZING AT ALL EXTERIOR GLASS AREAS AND.TEMPERED GLASS IN ALL SLIDING SL SIDELIGHT OR SLEEVE O OW CLS CLOSURE OR CLOSER(DOOR) JST JOIST(FLOOR OR ROOF) SNT SEALANT �A. 0. G. PROVIDE mwimuq 4'CONCRETE COVER AT TINDER 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 REOUIRFD, INCREASE SLAB THICKNESS AT THE UTILITY LINE. INSTALL CMU CONCRETE MASONRY UNIT SPEC SPECIFICATIONS UTILITIES LINES WELL BELOW SLAB. C.O. CASED OPENING KD KNOCKDOWN(CEILING) D. CAULK AT ALL SASH,SLIDING GLASS DOGRS, ENTRANCE DOORS AND BOTTOM PLATES(ALL SIDES OF COL COLUMN K KIT KITCHEN SPK (STAIN)SPEAKERS) COMB COMBINATION KO KNOCKOUT S STAINLESS STEEL OPENINGS)/AND HEAD FLASH ALL WINDOWS AND DOORS. STD $TANDAIRD H. PROVIDE ISOLATION JOINT MATERIAL(ASPHALT IMPREGNATED)BETWEEN FOUNDATION WALLS AND ALL$LAOS CONC CONCRETE KPL KICKFLATE(ON DOOR) STG OR$TO STORAGE NCLUOING PATIO. PORCH AND SIDEWALKS. GOND (AC)CONDENSER KIS KNEE SPACE STIR STEEL CONST CONSTRUCTION 10. MECHANICAL I ELECTRICAL CONT CONTINUOUS LAP). LAMINATED) SSO SQUARE , CONTR CONTRACTOR LAV LAVATORY(SINK) SUS SUSPENDEDI E N NOTE ,1 I. PROVIDE'ZIP STRIP`OR TOOLED CONTROL JOINTS WHERE INDICATED ON THE FWHINATION PLANS. COIR CORRUGATED A. ALL ELECTRICAL AND PLUMO(NG REQUIREMENTS SHALL COMPLY WITH LOCAL BUILDING CODES. ALL OUTDOOR, CPR COPPER L.B.O. LOCATION BY OTHERS S.W. SHEAR WALL LW LAYING 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 COURSES)• L.P. LAMINATED PLASTIC T.B. TOWER BAR CSMT CASEMENT LT LIGHT T.B.D. TO BE DETERMINED C.ST. CAST STONE L.T. LAUNDRY TIB TC TERRA COTTA DIMENSIONS ARE TAKEN FROM FACE OF STUD TO A. LAMINATED VENEER LUMBER(LVL)SMALL PROVIDE THE DESIGN VALUES EQUAL TO OR EXCEEDING THIS C.T. CERAMIC TILE LTL LINTEL T,C.J, TROWELED CONTROL JOINTGTR CENTER DR COUNTER FACE OF STUD, UNLESS OTHERWISE NOTED, FOLLOWING: B. PROVIDE GRAY BOX FOR WASHER AND PROVIDE SOLID METAL DRYER VENT(TAPED-NO SCREWS)TO LVL LAM VENNER LUMBER(BEAMS) TEMP. TEMPERED(GLASS) CX CONNEXTION LVR LOUVER CY CUBIC YARD TOG TONGUE B GROOVE EXTERIOR. TEL TE=LEPHONE 2800 PSI N BENDING,FB M METER(S) THA( THICK(MESS) 285 PSI IN HORIZONTAL SHEAR,FY C. ALL SEWER AND WATER SLEEVES TO BE DEPTH AND SEPARATION AS PER LOCAL CODE BELOW ADJACENT THRESH" IE'O IE'DEEP MAX MAXIMUM THR 2,000,000 PSI IN MODULUS OF ELASTICITY,E FINISH GRAtOE. D D DRYER,OR GRAIN MAS MASONRY � T.O.C. TOPOP(FOF CONCRETE DBL DOUBLE MATL MATERIAL T.D.F. TOP OF FOUNDATION B. UNLESS OTHERWISE NOTED,ALL DIMENSION FRAMING LUMBER SHALL HAVE AN ALLOWABLE BETIDING DECO DECORATIVE MC MEDICINE CABINET T.O.M. TOP OF MASONRY STRESS+ 875 P.S.1., (1000 PSI REPETITIVE)DR BETTER. D. PROVIDE MAIN SEWER CLEAN-OUT WITHIN WAY INSIDE OR OUTSIDE OF THE BUILDING LINE UNLESS NOTED DEM DEMOLISH,DEMOLITION MECH MECHANICAL T.O.W. TOP OF WINDOW DEP DEPRESSED MFR. MAIRJFACTUJRER OTHERWISE. TR OR TRT .TRANSOM(WINDOW) CIO DET DETAIL - MH MANHOLE O.F. DRINKiTc'FOUNTAIN MIN MINIMUM TP TOILET PAPER HOLDER VARIES NT1■ � C. UNLESS OTHERWISE NOTED,PROVIDED: E. 4N ALL BUILDINGS A CONTINUOUS CONDUIT SMALL BE INSTALLED FROM THE WATER METER TO AN EXTERIOR TV TELEVISION OUTLET OR LOCATION REMOTE WATER METER READER AT A LOCATION TO BE APPROVE(BY THE WATER DEPARTMENT. THE DH DOUBLE HUNG MIR MIRROR TYP TYPICAL I. ALL TRUSSES SHALL BE SECURELY BRACED BOTH DARING ERECTION AND AFTER PERMANENT INSTALLATION IN CONDUIT SHALL BE CAPABLE OF ACCEPTING A LOW VOLTAGE MINIMUM 2 CONDUCTOR CABLE SUPPLIED DIAN DIAMETER MISC MISCELLANEOUS A BUILDING IN ACCORDANCE WD.L. DEAN LOAD MM MILLIMETER WITH COMMENTARY AND RECOMMENDATIONS AS PUBLISHED BY THE TOM AND INSTALLED BY THE ELECTRICAL CONTRACTOR. THE CABLE SHALL BE COPPER AND A MINIMUM*18. DIM DIMENSION MLD MOULDING U OF UNDERCUT(DOOR) PLATE INSTITUTE. THE WATERS DOPARTMENT SHALL MAKE THE COHNFCTIONS, UNUNFINISHED ON DOWN(STAIRS) MMB MEMBRANE U.N.O. UNLESS NOTED OTHERWISE D.P. DAMP-PROOFING M.D. MASONRY OPENING DIMENSIONS ARE TAKEN FROM FACE TO FACE OF MASONRY DR DOOR MOD MODULAR rr VB VANITY BASE UNIT OR FACE OF MASONRY UNIT TO FACE OF STUD. CU 2- Y'HIGH DENSITY T&G,PLYWOOD SU RFLOOR GLUED AND NAILED. PANEL SPAN RATING SHALL BE APA DRY DRYER MACHINE MRS MARBLE Y V.B. VAPOR BARRIER 24/32, EXPOSURE I,WITH SEALED EDGES. INSTALL PER MANUFACTURERS'SPACING AND EDGE DS DRAWER STACK(CABINET)WT MTL METAL V836 36'WIDE VANITY BASE RECOMMENDATIONS, F. WATER SERVICE SHALL BE P MINIMUM DRAw UM FROM EACH EXTERIOR SHUT OFF VALVE. MT MOUNTEO(ING) VERT VERTICAL O.T. DRAIN TILE MULL MULLION OR MULLED VIN (SHEET)VINYL OTL DETAIL V.S. VEGTABLE SINK CU OW DISH WASHER N/ANOT APPLICABLE V.T. VINYL TILE U3 Y4 3. 'UNDERLAYMENT(MWIMM)UNDER VINYL OR TILE ON WOOD FRAME FLOOR SYSTEMS. G. ALL SHOWER HEAD HEIGHTS TO BE 80'AFF AT FIBERGLASS SHOWERS AND 84'APF AT CERAMIC OWG DRAWING N.I.C. NOT IN CONTRACT LL SHOWERS. DWR DRAWER NL MAILABLE W3630 36W X 30TH WALL CAB NOM NOMINAL W WIDE OR WASHING MACHINE 4• MLNP/' HIGH DENSITY O.S.B. WOOD ROOF SHEATHING wITM'H'CLIPS.APA PANEL SPAN RATING SHALL• EA EACH N.T.S. NOT TO SCALE WC WATER CLOSET BE 0o,EXPOSURE I,WITH SEALED EDGES. INSTALL PER MANUFACTURERS' SPACING AND EDGE EB EYEBROW(FLAT ARCH) N.G.V.D. NAT.GEODETIC VERTICAL DATOM WD WOOD RECOMMENDATIONS. E.F. EACH FACE IMPORTANT NOTE: CIA OVERALL WF WIDE FLANGE(STEEL BEAM) O E.J. EXPANSION JOINT OBS OBSCURE(GLASS) WH WATER HEATER ALL REFERENCES BY STRUCTURAL SI MEP EL ELEVATION O.C. ON CENTER W.H. WALL HUNG ELEC ELECTRIC(AL) O,CAB. OVERHEAD CABINET W1 WROUGHT IRON D. ROOF TRUSS SYSTEMS SNAIL BE FABRICATED WITH WORD a1DRDs AND WOOD WEBS N ACCORDANCE WITH ENGINpIEERING WILL SUPERCEDE ALL NOTES, E.P. ELECTRICAL PANEL O.D. OUTSIDE DIAMETER WIC WALK-IN CLOSET DESIGNS PREPARED LINDEN THE SUPERVISION OF A REGISTERED PROFESSIONAL ENGINEER. REFERENCES & CALLOUTS ON THE ARCHITECTURAL l57 ESTIMATE O.G.D. OVERHEAD GARAGE DOOR WIN WINDOW E.W.C. ELECTRIC WATER COOLER ON OVERHEAD w/w/D WITH OR WITHOUT PLANS. NOTIFY DRAFTERS OF DISCREPANCIES & EXG EXISTING oPNG OPENING WP wATHRPR00ISTAN E. ROOF TRUSSES MANUFACTURER SHALL SUBMIT Z,SETS OF SEALED SHOP DRAWINGS TO BUILDER FOR EXH EXHAUST OPT OPTIONAL W.R. WATER RESISTANT CLARIIFY CONFLICTING INFORMATION. OSB ORIENTED STRANOBOARD W.S. WATER SOFTENER ATTIC VENT CALCULATIONI EXT EXTERIOR APPROVAL OF ROOF TRUSSES AND BEAMS � W T W. wYVpLLCTO WALL �. WWM WELDED WIRE MESH F. MINfly'EXTERIOR GRADE PLYWOOD OR OSB WOOD SHEATHING BEHIND ALL MASONRY VENEER.DRYVIT PANELS AND CEDAR SIDING. SEE ELEVATIONS FOR LOCATIONS. G. PRESSURE TREATED LUMBER TO BE USED WHERE WOOD is N CONTACT WITH CONCRETE AND FOR 2X4 MUD SYMBOLS FORMULA: SILL. 1 SQUARE INCH VENT FOR EVERY 300 SQUARE INCHES OF CEILING H. EXTERIOR DECK CONSTRUCTION SMALL BE WITH PRESSURE TREATED LUMBER WITH DIMENSIONS AS *144 SQ. IN. = 1 SQ. FT. EARTH{ PLYWOOD INDICATED ON THE PLANS, BLDG. CEILING(SF)X 144= BLDG (SQ. IN.) ELEVATION KEY OR SECTION KEY BLDG. (SQ. IN.)1300 =SQ. IN. OF VENT REQUIRED SHEET NUMBER SAND OR GRAVEL FILL ® INSULATING SHEATHING SQ. IN. OF VENT REQUIRED 12=50%D AT RIDGE A 50%AT EAVES WOOD STUD PARTITION BATT INSULATION o DETAIL NUMBER OR SECTION KEY r 4 SHEET NUMBER 3-2X4 WOOD POST OR 2-2X6 RIGID INSULATION a UNLESS OTHERWISE NOTED ® BRICK cu WATER CLOSET ANGLE AREA TABULATION 1z. • � CONCRETE BLOCK � a CENTERLINE -- _ lu .d. .'.� CONCRETE TUB/SfiOWER 0 u "g OSE BIBS FREEZE PROOF) MAI N FLOOR PLAN 1541 SQ- FT. `' �+-- " t sTONE SECOND FLOOR 814 SQ. FT. ED — GAS LINE STUB , y ,� LAVATORY TOTAL A/C AREA 2355 SQ. FT. _` ;:_ IOD ' STEEL z„ E d PENNY FRONT PORCH 142 SQ. FT. f :: °U.0. ® DIMENSIONAL LUMBER ❑ DOUBLE SINK GRILL PORCH 104 BALCONY 130 SQ. FT. PERPENDICULAR JOB Na. 04-BI.0044 BLOCKING GARAGE 494 SQ. FT. R PLATE �❑ SURFER SINGLE SINK TOTAL AREA 3225 SQ. FT. 0 ROUND OR DIAMETER ® FINISH GRADE WOOD KEY SHEET TITLE SHEET GENERAL NOTES A l . I • zz CL E ec Home MA i acksonvi e e aclorida i BESTCON e � Homes i • » . Mo i = a wcn �3 (D cu i i r �L -1000" ca w d� o � d a J� v 6 a ' n • a h. .r , 4 0.29 ' ■ JOB NO. 04-Bi-0044 SURFER KEY Z �up SHEET TITLE SHEET COVER AO . 0 Y