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Paradise Circle 941 FR[-:l :CLRRSON & ASSOCIATES FAX NO. :904 396 2633 Nov. 03 2004 07:24RN P6 � P MAP SHOVYING PLOT PLAN OF LCT 4. AS SHOWN ON MAP of PARADISE PRESERVE AS RECORDED IN PLAT BOOK 57. PAGES 31 THRWGH 31C OF THE PUBLIC REcnRpc of Dtrvnl, COUNTY, FLORIDA. FOR: gF TS'rS?�lL. BEARIHO REFERENCE: F)E ARIhIG SH4MM ON RIGHT-OF-WAY tIIVE HEREON! fS 1H$ SA10 AS.SHOWN ON THE ABOVF u£#d7iol�lED PIAT. LEGEND: Q OAK BAY TWH OAK J 511EFT fA1M TRFLE OAC QUw 0Ax TN SMMT Orme SWAMP WALNUT PoE �a MYRTLE PNN TRACT "�" - LANDSCAPE & BUFFER � AN IVYR7u uAaNaUA � 7nou wmnl: AfAWdJA S89*49')p* 55.00' CAWWOR (r) {4� LOT 4 Q06-) 61 SQ. FT. � 2611 OPATf4 T.ir N - �- k '• I d : i 8 i "' PLAN "HAWINS"' lu -j GARAGE RIGHT 4 Q F-F. EL.=(11.8) 1 Rei i N O { 'b Crus1 ZLAJ GQ � o i PC 150.24' N89*50'25" 55- O' PT PARADISE CIRCLE (PRIVATE 50' RJW) TK LOT SHOW HtREON APPEARS Tn i IF wTHIN FLOODZONE ^ X AS SHOWN ON THE FLOOD WSURANOE RATE PREPARED BY: uRa. CCUMUNr7M PANEL NO_ 120076 0001D aATCD 4-17-&L CL&MON AND AB90CUTR9,p INC. DATE QCTOBER PROFESSIONAL LAMA SURVEYORS 2004_ 1543 NALGO AVENUE- SCALE:_T_ JACKSONMLLE, FL.., 32207 Received Time Noy . 3• 3:33AM FRUIl :CLRR50N & RSSOC.I RTES FAX NO. .904 396 2633 Nov. 03 2004 07-24M F5 MAP SHOWING PLOT PLAN OF LOT 4. AS SHOWN ON MAP OF PARADISE PRESERVE AS RECORDED IN PLAT $OOK 57. PAGES 31 THROUGH 31C OF THE PUBLIC RECORDS OF DUVAL COUNTY. FLORIDA. FOR: F3FC TCOIy .�� BfAftthfo REfE,REhIcE: fitAftlNG SHUWH ON RIGHT— AY LINE HF.REOh! IS TME SIWE AS•SHOWN Ohl h1E ABOVF LII:N1i0Nlp PIAT LEGEND: OAK BAY nW OAK sf�r r�r TRIPLE OAK UW OAK tww 9NEET euou SWAMP WALNUT � PRVE ® �a MYRXE 4f PAW TRACT "C" -- LANDSCAPE & SUFFER 's 710M MYR7LE UAW" �� urrrltE � �IAc�louA 589'49'?O" 55.oa' CAMPIRA MO. 164 LOT 4 cts� f 8,161 SQ FT. ib I 2s-) O PAl T.O ras s' � r-• Q � f 3 CITY F -.J lu ~ Q # "' PLAN "HA WKINS"r � GARAGE RIGHT D OEC 0 J 2004 F.F. EL.=(17.8) 1 air. C Z ! Vf a i ZQa- _ j �' Ta f DIV PC 150.24' N89650'25" 55. 0' 1a:sa' PT PARADISE CIRCLE (PR!VA TE 50' R/W) QX, THE LOT SHOWN HEREON APPEARS Til 41F 1NT1{�N ftOUD 'X� AS SHOWN ON THE FLOOD INSURANCE RATE � ��c�di7NBO�►r PREPARED BY: FL MAP- CX40A W'fy PANNo- '120076 00411 R AAD 4--17-ML Cs+ ARID ASSOCURO, INC. DATE OCTOBER 1PROFESSIONAL LAND SURVEYORS 2004_ 1543 NALGO AVENUE. SCALY-- FL, 32207 Received Time Nov. 3. 0:13AM • 4 fig Caff Residence Jacksonville Beach Florida C', d 4 q� Ln BESTCON Homes Foe : a— W 1 N N y C3 ('7 M 01 l0 f� 7 C c0 O _O lf. min � 0.I'd N L N 41 Q) � 3 0..4 - --' Y—..�..- - 0 THE UNDERSIGNED HEREBYAgOVWI=r4M00M=W8gM - _ AECEIkED RNEWED,APPROVMACQMASpXoFvct -- - MEN CONTRACT. ` anal ,�. 10 ct Ii 1313 I � � z VE u Lx o :1 u Ott MY OF ATLAONY C BEACH 106116DINO OFFICE +' LL JAN 8 200 p� tr1� 2005 O C N •� ti m� p C Q! aka �lV En ❑ • J06 NO. 04-BI-0042 CITY OFA N'`IC�BEACH HAWKI NS _r AIAO DE( C1 :' 2004 SHEET TITLE SHEET BY. .__ ..._ COVER _ __ _ Ao.o r a A � �� Q 1 N N q N Periods only used on one word abbreviations, if the abbreviation4 $ is a different word by itself; e.g. ARCH., BIL, and LAM. SHEET INDEX I $ GENERAL NOTES 4D ABBREVIATIONS Periods are usually used when abbreviating multiple words, unless they o I� are very common without periods; e.g. AFF, HVAC, R/A, and WWM. 1ILL '9 A A.B. ANCHOR BOLT F FAS FASTEN{ER) P BOA PAR PARALLEL ARCHITECTURAL 1. All work performed shall comply with all applicable Local and State Bulr9ng coder, S. SIDINQ ti AOOFIN4 ABV ABOVE F.B. FACE BRICK P.BO. PARTICLERD Ordinances,and Regulations and all other authorities haft Jurisdialon. Arc AIR CONDITIONING F.B.O. FURNISHEDBYOTHERS PG.CONC. PRECASTCONCREtE A0.0 COVER SHEET ACC ACCESS F.D. FLOOR DRAW P.E. PORCELAIN ENAMEL A. Vapor Barrier shall be applied on all exterior walls. install as per manufacturer's AC.T, ACOWSTK)ALTILE(CLG) F.E. FIRE EXTINGUISHER PED PEDESTAL(SINK) requirements. AFF ABOVE FINISH FLOOR F.F. FINISH FLOOR"M PERI PERIMETER A.D. AREA DRAW F.Q. FIXED GLASS PKG PARKING A1.1 INDEX, ABBREVIATIONS, SYMBOLS AND 2. Minimum Design Leads: B. Install 815(min.)fail under as shingles. ADD ADDENDUM FGL 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 PLASTER No staples allowed. AG(G AGGREGATE FLR FLOOR(NO) PNL PANEL � 4 ROOF: 40 P.S.F.Live Load A.H.U. AIR HANDLING UNIT FLUR FLORESCENT(LIGHT) PNT PAINTED) 10 P.S.F.Dead Load D. Flash all roof to wall conditions, ALT ALTERNATE FN FENCEPR PAIR(QF) LAYOUT ALUM ALUMINUM FND FOUNDATION PREFAB PREFABRICATED A.P. ACCESS PANEL F.O. FACEQF PSF POUNDS PER SQUARE FOOT Verity FOUNDATION PLAN e m Verity design loads with local Building codes and conditions.Refer to Structural E. Gutters to be 5'(min.).27 gauge aluminum with baked enamel finish. Downspout to be 41 APX APPROXIMATE FP FIREPROOF PSI POUNDS PER SQUARE INCH /� Z Engineering for all structural details,specifications,and notes. .20 gauge aluminum With baked enamel finish. ARCH. ARCHITECT(URAL) FPH$ FIRE PROOF HOSE BIBB PTN PARTITION A2.1 MAIN FLOOR PLAN Ir ASPM ASPHALT FPL FIREPLACE P.T. PRESSURE TREATED(WOOD) A.T. ASPHALTTILE FR FRAME(0)(ING) PV PAVE(D)ORPAVWG A2,2 SECOND LEVEL FLOOR PLAN `. 3. CONCRETE e. INSULATION AUTO. AUTOMATIC FS F'ULLSRE PVC POLYVINYLCHLORIDE(PIPE) AVG AVERAGE FTG FOOTING PVMT PAVEMENT A2.3 ROOF PLAN AWNG AWNING FUR FURREO(ING) PWD PLYWOOD A. Foundation types and designs may vary with the individual pertinent sells cerAtions on A. Provide A-11 (Min.)batt insulation in all exterior walls and R-19(minimum)blown Insulation FRONT & RIGHT ELEVATIONS Cl) G.G.ach 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 w to unheated Bab 36'WIDE BASE CAB, C GA GAUGE O.T. OUARRYTLE A2.4 where inadequate soils or landfill occurrences require special or additional design for spaces,plus R-19 at exposed floors. All insulation to met HUD minimum property specs. BD BOARD G. GYPSUM(WALL)BOARD a Z structure or gas mitigation due to two oocurrences. R-11 baits at fireplace chase walls and underfireplaoe Unit; OF 91-FOLD(DOOR) G.C. GENERAL CONTRACTOR R RISER(ON STAIRS) A2.5 REAR & LEFT ELEVATIONS BIT. BITUMINOUS GO GRADEORGRADWG R FUA RIETURNAIR 0 W BLKG BLOCKING G.D.O. GARAGE DOOR OPENER R.B. RUBBER BASE A2.6 INTERIOR ELEVATIONS BLDG BUILDING OR GROUND FAULT INTERRUPTER RAD RADIO SLK SLOCK(CMUs) GL GLASS OR GLAZING RBL RUBBLE B. All design,revisions,engineering,Installation and liability of sol conditions,gas mitigation BLKG BLOCKING GL SK. GLASS BLOCK R.D. ROOF DRAIN and structural designs due to Inadequqte soils or landfill occurences shat be the BM BEAM G.L GALVANUED IRON REFR REFRIGERATOR ... r � responsibility of the'Builder-Developer'or It's subcontractors Insrohred with the design and 7 DRYWALL B.M. BFNCH MARK QT GROUT REO REQUIRED ELECTRICAL V ) Installation of such;and the Architect shall not be held liable or responsible for their BP BI-PASS(DOOR) RES RESILIENT Implementations. A. All walls to haveW gypsum and all ceiling tpsum Jr celllntg board unless BRG BEARING 42•H 42'HIGH(WALL) REV REVISION(S).REVISED BRK BRICK H HB HOSEBGB RRFORCED(WG) E1.1 MAIN FLOOR ELECTRICAL PLAN - noted otherwise. � B.S. BOTH SEES H.C. HOLLOW CORE RFO RFG ROOFING BSMT BASEMENT HO HEADORHARD R.J.B. REINFORCED JUNCTION13O% B. Use water resistant gypsum board for exposed walls and ceiling at shower and tub wall BTM OR BOT BOTTOM H.D. HEAT DETECTOR OR HEAVY DUTY RLG RAILING E1.2 SECOND LEVEL ELECTRICAL P LAN C. Contractor shall be responsible for size,location and Installation of revised steel relnfardng areas receiving fllberglass enclosure. BTWN BETWEEN HDR HEADER R&M RANGE Wi MICROWAVE per local codes or specific sail conditions,whichever Is more restrkxlve. BVL BEVELED HOW HARDWARE RM ROOM B.W. BOTH WAYS HOT HEIGHT R,Q, AOUGHOPENWG e. INTERIOR TRIM AND FINISHES to be selected by contractor. CAR CABINET H.M. HOLLQIN METAL R.O.W. gIGH70F WAY H.M. HORIZONTAL RIS ROD AND SHELF(S) g D. Sail test must be approved by Geo technical Engineer prior to looting pour. C C.B. CATCH BASIN HR HOUR 9. OOOItS&WINdDwS CER ��T H.R. HALF ROUND(WINDOW) n SC SOLID CORE(DOOR) DETAIL SHEETS HIS HORIZONTALSUDER a SCH SCHEDULE rrr333 OF CUBIC FOOT HTO HEATING SO SMOKE DETECTOR � R E. All concrete footings are designed to bear on minimum soil pressure of 3000 p.s.f.and CRAM CHAMFER HVAC HEATINGNENTI.P.ITN(GIAIR COND. SEC SECTIONAD.1 WALL SECTIONS/FOUNDATION DETAILS shall be placed on firm,undisturbed soil 3'-6'minimum below grade. Contractor to A. All patio doors-operable leaf inside. C.I. CAST IRON HWO HARDWOOD(FLOORS) S.F. SQUARE FEETm ti LL reinforce concrete footings and poured concrete walls as required for spedf(c sell conditions C.LP.CONC. CAST WPLACE CONIC. AD.2 ROOF D ETA I LS o, SFAL. SAFETYGLASS c or local codes,whichever,is more restrictive. B. Door and window Infiltration shall be in accordance with kg w oldIinance and sha0 meet CIA CIRCLE LB. IRONING BOARD S.O.D. SLIDING GLASS DOOR nc M performance standards ANSUAAMA 101-88 for metal wi(xlows DH-C40 for vinyl Windows CIRC CIRCUMFERENCE I.D. INSIDE DIAMETER SH SINGLE HUNG OR SHELF(VING) AD-3 MISC DETAILS and the CRF shall not be less than 55. CJ. CONTROL JOINT OR CONSTRUCTION JOINT I.L.O. IN LIEU OF SHT (DRAWING)SHEET re C4 CK CALK(ING)CAULK(WG) I.M. INSULATEDMETAL SHTHG SHEATHING AD.4 MISC DETAILS 9 F. All Concrete shall attain a 28 day compressive strength of 3.00D p.s.i. i CL CLOSET OR CENTER LWE INS OR W5UL INSULATED(TION) SIM SiMIWR � .. CLO CEILING INT INTERIOR SKL SKYLIGHT AD.5 MiSC DETAILS CUR CLEARANCE) SL SIDELIGHT OR SLEEVE S 5 o C. Provide insulating double glazing at all exterior glass areas and tempered glass In all sliding G. Provide minimum 4'concrete cover at under slab utilitylass doors and in windows as locations. When concfete CLS CLOSURE OR CLOSER(DOOR) JST JOIST(FLOOR OR ROOF) SNT SEALANT IL g local codes. a CM CENTIMETERS) J JT JOINT SPO SPACER encasement of Willy lines is required,Increase slab thickness at the utility line. Install CMU CONCRETE MASONRY UNIT SPEC SPECIFICATIONS utilities lines Well below Slab. C.O. CASED OPENING KO KNOCKDOWN(CEILING) SPK (AUDIO)SPEAKERS) D. Caulk at all sash,,sliding glass doors,entrance doors and'bottom plates(all skla of COL COLUMN K KIT KITCHEN S.ST. STAINLESS STEEL openings)and head flash all windows and doors. COMB COMBINATION KO KNOCKOUT STD STANDARD H. Provide(solation joint material(asphalt Impregnated)between foundation walls and all slabs CONC CONCRETE KPL KICKPLATE(ON DOOR) STG OR STO STORAGE including patio, porch and sidewalks. GOND (AC)CONDENSER KIS KNEE SPACE STL STEEL CONST ONION STIRSTRUCTURAL 10. MieCHAN1CAL 3 ELECTRICAL CONT CONTINUOUS LAM. LAMINATED) CO RR CONTRACTOR LAV LAVATORY(SINK) SQUARE I I� N INOTE 1. Provide*Zip Strip'or tooled control joints where Indicated an the foundation plans. SUS SUSPENDED CORA CORRUGATED L.B.O. LOCATION BYOTHER5 S.W. SHEAR WALL A. All electrical and plumbing requirements shall comply with local building codes. All outdoor, CPR CAPPER uV LNWQ bathroom and garage wall receptacles shall be provided with ground fault circuit prateckri. c OR CPT CARPET L.L. LIVE LOAD T TREAD(AT STAIRS)OR TAE Service panels to be(min.)20 circuit,100 amp.110 VoIL CRS COURSE(S)4. FRAMING L.P. LAMINATED PLASTY T.B. TOWER BAR CSMT CASEMENT LT LIGHT T.B.D. TO BE DETERMINED C.ST. CASTSTONEL.7. LAUNDRY TUB TO TERRACOTTA DIMENSIONS ARE TAKEN FROM FACE OF STUD TO A. Laminated veneer lumber(LVL)shall provide the design values equal to orexoeeding the C.T. CERAM)CTILE LTL LINTEL T.C.J. TROWELED CONTROLJOWT FACE OF STUD,UNLESS OTHERWISE NOTED. following: B. Provide gray box for washer and provide solid meta(dryer vent(taped-no screws)to CTA CENTER OR COUNTER LVL LAM VENNER LUMBER(BEA MS) TEMP. TEMPEAED(GLASS) exterior. OX CONNEXTION WR LOUVER TSG TONGUE A GROOVE 2800 psi In Bending.Fb CY CUBIC YARD TEL TELEPHONE 285 psi In Horizontal Shear,Fv C. All sewer and water sleeves to be depth end separation es per locol code below adjacent M METER(S) THK THtCK(NESS) 2,000,000 psi In Modulus of Elastiaty.E finish grade. D tip DRYER.DR DRAIN MAS � ,� THR THRESHOLD T.O.C. TOP OF coNCRETt: DBL DOUBLE MATL MATERIAL T.O.F. TOP OF FOUNDATION B. Unless otherwise noted,all dimension framing lumber shall have an allowable bending DECO DECORATIVE MC MEDICINE CABINET LOA& TOP OF MASONRY stress+875 p.s.i.,(1000 psi repedfve)or better. D. Provide main sewer clean-cut within 5'-0'Inside or outside of the building line unless noted DEM DEMOLISH,DEMOLITION MECH MECHANICAL T.O.W. TOP OF WINDOW . otherwise. DEP DEPRESSED MFR. MANUFACTURER TR OR TAN TRANSOM(WINDOW) DET DETAIL MH MANHOLE TP TOILET PAPER HOLDER VARIES C. Unless otherwise Rated,provided: E. in all buildings a continuous conduit shall be Installed from the water meter to an exterior D.F. DRINKING FOUNTAIN MIN MINIMUM TV TELEVISION OUTLET OR LOCATION remote water meter reader at a location to be approved by the Water Departmert. The DH DOUBLE HUNG MIR MOSOR TYP TYPICAL 1. All trusses shall be securely braced bath during erection and after permanent installation In conduit shall be capable of accepting a low voltage minimum 2 conductor cable supplied DIAM DIAMETER MISC MISCELLANEOUS a building in accordance with commentary and recommendations as published by the Truss and Installed by the electrical contractor.The cable shall be copper and a ndnimum 818. DIM DIMENSION MLO MOULDING UC F UNDERCUT(DOOR) DDDR) Plate Institute. The water department shall make the connections. DLL- DEAD LOAD MM MILLIMETER UNUNFINISHED DN DOWN(STAIRS) MMB MEMBRANE U.M.O. UNLESS NOTED OTHERWISE DIMENSIONS ARE TAKEN FROM FACE TO FACE OF MASONRY D.P. DAMP•PROOFWG M.O. MASONRYOPENING 2 �•high density T&Ci,Plywood subtloor lived and Walled. Panel DR DOOR MOD MODULAR VB VANITYSASE UNIT OR FACE OF MASONRY UNIT TO FACS OF 51IID. g span rating Shall be APA DRY DRYER MACHINE MRS MARBLE V V.B. VAPOR BARRIER 24/32. Exposure 1,with sealed edges. Instal(per manu(aduren t spacing and edge DS DOWNSPOUT MTL METAL V8313 36'WIDE VANiTYBASE recommendafkms. F. Water service shall be 1.minimum from each exterior shut off vaW. DIS DRAWER STACK(CABINET) MT MOUNTED(ING) VERT VERTICAL D.T. DRAINTILE MULL MULLION OR MULLED VIN (SHEETIVWYL C�3 OTL DETAIL V.S. VEGTABLE SINK 3. G. All shower head heights to be BO'AFF at Giber DW DISH WASHER NIA NOT APPLICABLE V,T. VINYL TILE Y"undetlayment(minimum)under vinyl or the on wood frame floor systems. g glass showers and 84'AFF at ceramic DWO DRAWING N.I.C. NOT IN CONTRACT showers. DWR DRAWER NL NAILABLE \A� W3630 36VX30'HWALL CAB 4 NOM NOMINAL Yy W WIDE OR WASHING MACHINE 4• Minis%;high density O.S.B.wood roof sheathing with'H'dlpe.APA panel span rating shelf EA EACH N.T.S. NOT TO SCALE WC WATER CLOSET be 24/0,exposure 1,with sealed edges.Instal(per manufacturers•sparing end edge EB EY90ROW(FLATARCH) N.G.V.D. NAT.GEODETIC VERTICAL BATOM wo WOOD EACH FACErecommendations. E.F. OA OVERALL WF WIDE FLANGE(STEEL BEAM) E.J. EXPANSK)N JOINT OBS OBSCURE(GLASS) WH WATER HEATER ALL REFERENCES BY STRUCTURAL & MEP EL ELEVATION O.C. ON CENTER W.H. WALLHUNG D. Roof truss systems shall be fabricated with wood chords and wood webs in accordance with ELEG E O.cAB. OVERHEAD CABINEi col WROUGHT IRON designs prepared under the supervision of a registered professional engineer. ENGINEERING WILL SUPERCEDE ALL NOTES, �P. ELECTRICA!)EG7RICALPANEL O.D. OUTSiDEDIAMETER WIC WALK-INCLOSET REFERENCES & CALLOUTS ON `THE ARCHITECTURAL EST EQUAL O.G.D. OVERHEADaaRAGIeD00R WIN WINDOW ITHOUT PLANS. NOTIFY DRAFTERS OF DISCREPANCIES & E.W.C. ELECTRIC WATER COOLER off OPENN OVERHEAD '"""'° WATWtTER I OOF(IN E%G EXISTING OPNG OPENINQ WP WATERPROOFING) E. Roof trusses manufacturer shall submit 2 rete of sealed sit drawl to builder for EXH EXHAUST OPT OPTIONAL 'W.R. WATER RESISTANT CLARIFY (CONFLICTING INFORMATION. OSB oRIEi1TEDSTRAND BOARD cos. WATER SOFTENER CALCULATION WSCT WAINSCOTATTIC VENT approval of roof trusses and beams � � EXT EXTERIOR W.T.W. WALL 70 WALL WWM WELDED WIRE MESH F• Mini/ exterior grade plywood or OSB wood sheathing behind all masonry veneer,dryvit panes e and cedar siding.See elevations for kXadons. G. SYMBOLS FORMULA: Pressure sure treated lbbha IIi lumber to a orad were wood n contact cortaete and for axe mus 1 SQUARE INCH VENT FOR EVERY 300 SQUARE INCHES OF CEILING H. Exterior deck construction shall be with pressure treated lumber with dimensions as *144 SQ. IN. = •I SQ. FT. indicated on the plans. EARTH PLYNOD BLDG. CEILING (SF)X 144 = BLDG (SQ. IN.) ELEVATION KEY OR SECTION KEY BLDG. (SQ. IN.)1300=SQ. IN. OF VENT REQUIRED SHEET NUMBER �;:,''i:��� SAND OR GRAVEL. FILL ® INSULATING SHEATHING SQ. IN. OF VENT REQUIRED 12=50%AT RIDGE&50%AT EAVES WOOD STUD PARTITION BATT INSULATION ® p DETAIL NUMBER OR SECTION KEY i SHEET NUMBER 3-2X4 WOOD POST OR 2-2X6 PLAN I UNLESS OTHERWISE NOTED RIGID INSULAl10N a E ;< ® BRICK `= n ANGLE WATER CLOSET TABULATION - 31 a AREA " - U ' ® CONCRETE BLOCK MAIN FLOOR PLAN 1462 SQ,FT. � � CENTERLINE MAIN CONCRETE " HB :.v TUB/SHOWER SECOND FLOOR 725 SQ,FT. cb R HOSE BIBB (FREEZE PROOF) STONE ;' n .�. TOTAL A/C AREA 2187 SQ.FT. t C) GAS LINE STUB LAVA / M STEEL TORY ,,, a a m d PENNY FRONT PORCH 166 SQ.FT. C)iLa ® DIMENSIONAL LUMBER ❑❑ DOUBLE SINK LANAI 124 S Q.FT. PERPENDICULAR GARAGE 437 SQ.FT. ■ JOB NO. 04-81-0042 R PLATE � BLOCKING El SINGLE SINK HAWKI NS ROUND OR DIAMETER ® FINISH GRADE WOOD TOTAL AREA 2914 SQ.FT. SHEET TITLE SHEET GMAL NOTES Al .1 I L j I 1 MAIN FLOOR NOTES NOTE..-FLOOR 1§ 1. WINDOW GRILLS ARE STANDARD IN FRONT ' AND SIDE ELEVATIONS AND REAR a ELEVATION TO BE CLEAR GLASS. ',s W 40'0' 2. ALL UN-DIMENSIONED PARTITIONS 13'-0�" 12'��" 14'8' ARE 3 1/2" ROUGH. g gs 3. ALL ANGLED PARTITIONS ARE 45 a t! DEGREES UNLESS OTHERWISE NOTED. 4. PROVIDE MINIMUM 2-2x12's w/ 1/2" 6'��" 4�-7 2" 9�-4" a'-4" 5''8" 3'-a' 10 5'•8" PLYWOOD FLITCH PLATE AT ALL EXTERIOR0" 4!-2" 3'0" 4�-2" 0' 10'SQ FRAMED WALL OPENINGS AND INTERIOR BEARING COLUMN(TYI WALL OPENINGS UNLESS OTHERWISE NOTED. -_________� L=====___-= 5. 3-2x4's MIN. AT EACH END OF ALL BEAMS 1 1 I I 18"KddEEWALL 1 1 AND GIRDER TRUSSES UNLESS OTHERWISE 11 11 FORGREENED 11 � 1 I (2)SH3060 NOTED. ALL SUCH CONCENTRATED LOADS 1 1 i 1 I ENCLOSUREI I @gp"AFF SHALL BE TRANSFERRED TO FOUNDATION I I i 1VIA BEAMS, POSTS AND/OR SOLID q 11 II II I II I I ¢ 1 1 1 1 CATHEDRAL CATHEDRAL I BLOCKING.LANAI 6. .- .- ALL EXTERIOR DIMENSIONS ARE TO FACE 13'-5' IgG. i (2)SH3a6a OF STUDS UNLESS OTHERWISE NOTED. 8 8 "I x 9'-6" @90 AFF I 7. ALL TRUSSES TO BEAR ON EXTERIOR II ii I I WALLS AND/OR GIRDER TRUSSES UNLESS I I [9 OTHERWISE NOTED ON FOUNDATION PLAN. I 1 i i I MEMBERS MAST I R SUITE ui ~ s HANGERS & SETUSS MFG. TOS PIZE ACING FOR, ALL FASTENERS, I I CATH" RAL PLG 9. 9. WINDOW SUPPLIER TO VERIFY AT LEAST 0 I a TRUSSES. 6066 SLIDING GS5 DOOR � 14--1 x 17-0 ° ONE WINDOW IN ALL BEDROOMS TO HAVE -+ NOOK I •- A CLEAR EGRESS OPENING OF 5.7 SQ. FT. » CDW CATHEDRAL WITH MIN. DIMENSION OF 24" IN HEIGHT AND o CATHEDRAL CATHEDRAL CLO LIJ 20 " IN WIDTH ; SILL HEIGHT NOT GREATER 12'-0" x 10-1 I THAN 44" ABOVE FLOOR. mo ov I 10. BALLOON FRAME ALL EXTERIOR WALLS G REAT Roots " I SHEATHING - PROVIDE FIRESTOPPINGSIDE OF OF r T 1 Q 40.5 h wau F+� CATHEDRAL CLG- w/i5"BAR I EVERY 8'-0" VERTICALLY IN WALLS > 8'-1". 12-9 x 18-4' " ' " w TOPABDVE I I1. ALL HANDRAIL BALUSTERS TO BE ^, I SPACED SUCH THAT A 4" SPHERE CANNOT _ -WWW ------------- PASSBETWEEN BALUSTERS. i I Nill � 118^B 42"BC ` -�1 - - - ~ 1 `` -- - - - - 12. ALL ELECTRICAL AND ECHANICAL - - - 8'S(]COLUMN TO CLG. ` �a���L�LG.__--.-_______ EQUIPMENT do METERS ARE SUBJECT TO5'-9. 4'-61 " 1/ � ---_ --------------7,-3 --_____� ,1t�" � -- i -- r 1+ �" 1LS IL) PLANT bHELF FRO CANTILEVERED RELOCATION DUE TO FIELD CONDITIONS;1I 'p36"h KNEE WALL HEADEk LEVEL V-1 1/2" CONTRACTOR TO VERIFY. 3 •( - - - - I 13. FOR ADDITIONAL � `� �D. _� n o 1 _ _ RANGE NOTES SEE GENERAL I 1 -�-- I I I NOTES ON TITLE SHEET & DETAILS. W F I I on w/MICRO " I I W ti 1 4 I o u `� 24 1 14. TYPICAL WINDOW HEAD HEIGHT SHALL BE ti 1 f p I I DI _-�j KITCHEN HOOD 0 I Des I ° I 1 J 9s" ABOVE FINISH FLOOR (O.N.O.). ° 1 - :01 9 CLG " 1 v i w S m U. 15. WINDOW MANUFACTURER TO TEMPER ALL N I I 1 1 ? 1t°I ---- 12'-0" x 11 -4 1 x 24"x 36"OPG.I m a ¢ L v u -- 1 ---- 1 1 1 O _, o " WINDOWS 2 WITHIN DOORS, OVER TUB "1 2868 PKT 84 AFF 1 o " .. 24"D 36 IBCMPERED G 1 = m SHOWERS 7 WINDOWS WITCHING 18 OF THE _ I I _ i (CLEAR) I U FINISHED FLOOR. a s c - � �._� 1 I __ _ $D /1 1 I pt 1 a i( i LS I i i 2868 2 68 SQ. ��_--_/ ------- I - --•� - - - - - - - - - - - con � 8-1t:_ ¢.,�.........,.�-. _. � 2468 PKT �LL o c%� i -1 Q I , i w J 1 OHC 1 I N `N - -- I 0 a - - - _� -- -- ''�� o "N WALL TO 8'-V - - - o m@ o . 3-7 � a PLANT SHELF aQ8`-0" PLANT SHELF @8'�" /X7 OPEN HANDRAIL ; BYPASS ENCLOSURE 4VERIFY SIZE WITH 0 2868 I SUPERINTENDENT �g �--- �••r 2dB8 PKT 1 SHOE I I I 2 6 WRAPPED FISP i i I I I iLl L OPO. T I a BATH 2 e m� WIC 1 VI I l CL . "r__- ao 9' CLG- 51 ©� 9 CLI. -4 -6 i m 26$$ I - - I WRAPPED 1 l _ 11 I `-- RIS t-- -- I • �� 1 " " 1 FOYER I - -_- JL 1 COMPRESSOR CATHEDRAL CLG. Io ----� 11- 5'-8" I I� MVAC i t WH HB 2"0" 4'4" 5'-9" 2'-i0" 1=5" 3=8' �------� T•110 C�3 1 10 9 OFFICE/DEN 9 CLG. 1 3 w L ll'-4" x 14'--0" I I I I 1 I 1 I I ENTRY CATHEDRAL CLG. _________________________________---______-- --____ ___..-._ _ 8'-7" x 8'--8" r PUILI.DOWN _ GARAGE TSC AccEsslui o (2)SH3060 r 9» CLG. L Q90"AFF 19-5 x iIo 1 1 r 1 I � 1 \ / El 1 � / ___-_ __ _ Q__ _______________ -II \ , d •4 \ / ° 44 44 e a a a. t/ IT7a - .4. .4 e a n : a bk Ilk °' 4 d 164X T OGC,�IIlk 4 a e 4 n a .� 0 d d . 4 01 cid e 4 d� d v 4_ 4' e e °� a 6' 4: 4. x r 4- a'-3 1 " .p ! 4 4: 4 .Q v +! 4 d• _ d• p a-a 3'-a• a-0 1a=a". a 10'-0'. 4 a 8-4�" 11'-7 " a- a e o r-i2 ° a 4.- e ° e 4: a 60 ¢ .4• 40,-0" <a d o e4e d' 4 d e 4 4 e a de. d 4 e v 4 •4. 4 de d d4• p 44' O o ° A ° Q, 4 47 e _ e 4 0 u Q+. A ° a• 4 e v v 4 d 4 e qq . G 4' 4 4 d d 4 a $ . A 4 A TABULATION f r Jw .o V ° •4.• 4 e . d v a• e a 4: ° 4 e 4 pit lA 9� O d d d 4• . . 4 d a �. 4• d v 'I 4• o ° e d ' a d • v v v . . d v d d 4- e e v d• °'° _ 4 q e' .4 _ e.' a e e d .4. _ ° d e e. 44 d 44 ° M AIN' dF OOR PLAN 1462 SQ.FT. ,;_, ' N 4• 4 .4. '-d 4 d O _ a 4 4 -O .4 4 4 •° o 4 :� ° a 44 4. _ , d 4 4 °a 4 FLOOR 725 SQ.FT. q 4 4 b 4 d4 e. d 4• [p e 4 4 NOTE : e �••• a nom.LL a TOTAL A/C AREA 2187 SQ.FT. FRAMINGPLANDOORST FLOOR PLAN FRONT PORCH 156 SQ.FT. JOB NO. 04-B1-0042 ALL � SCALE: 1/4"=1'-O" SCALE: 1/4"=1'--0" LANAI 124 SQ.FT. HAWKINS 4- 1 /2" RETURNS GARAGE 437 SQ.FT.HAVE SHEET TITLE SHEET , WN FLOOR TOTAL AREA 2914 SQ.FT. PLAN A2.1 L .� MAIN FLOOR NOTES _ LNOTEJLOORIm g z 1. WINDOW GRILLS ARE STANDARD IN FRONT AND SIDE ELEVATIONS AND REAR _g r ELEVATION TO BE CLEAR GLASS. § T -- 2. ALL UN-DIMENSIONED PARTITIONS ('{`'I` ) � TI; 81 ARE 3 1/2" ROUGH. o $ m " 3. ALL ANGLED PARTITIONS ARE 45 E' DEGREES UNLESS OTHERWISE NOTED. 4. PROVIDE MINIMUM 2-202's w/ 1/2 $ $ a PLYWOOD FLITCH PLATT: AT ALL EXTERIOR lei WALL OPENINGS AND INTERIOR BEARING WALL OPENINGS UNLESS OTHERWISE NOTED. r 5. 3-20's MIN. AT EACH END OF ALL BEAMS AND GIRDER TRUSSES UNLESS OTHERWISE pg�• NOTED. ALL SUCH CONCENTRATED LOADS SHALL BE TRANSFERRED TO FOUNDATION $ $ VIA BEAMS, POSTS AND/OR SOLID N q 17 4� ol 4.7. 11-3/ BLOCKING. 6-T 5'-82" Z-110" 2'-10%" 4420 FX TRAPAZOIp 6• ALL EXTERIOR DIMENSIONS ARE TO FACE o OF STUDS UNLESS OTHERWISE NOTED. 9 7. ALL TRUSSES TO BEAR ON EXTERIOR a r@78"AFF WALLS AND/OR GIRDER TRUSSES UNLESS - OTHERWISE NOTED ON FOUNDATION PLAN. — — -- — — — -- -- RIS — — 8. TRUSS MFG. TO SIZE MEMBERS, FASTENERS, HANGERS & SET SPACING FOR ALL ;17 HANGERS (2)4068 9. WINDOW SUPPLIER TO VERIFY AT LEAST ONE WINDOW IN ALL BEDROOMS TO HAVE A CLEAR EGRESS OPENING OF 5.7 SQ. FT. » w N ¢ WITH MIN, DIMENSION OF 24" IN HEIGHT AND 20 IN WIDTH; SILL HEIGHT NOT GREATER THAN 44" ABOVE FLOOR. [� BEDROOM 4 10. BALLOON FRAME ALL EXTERIOR WALLS os 9' CLG. (ABOVE 8'-1") TO UNDERSIDE OF ROOF w � f'r l a 10'-8' x 10'-6" SHEATHING - PROVIDE FIRESTOPPING Fil EVERY 8'-0" VERTICALLY IN WALLS > 8'-1". 11. ALL HANDRAIL BALUSTERS TO BE CD SPACED SUCH THAT A 4" SPHERE CANNOT a PASS BETWEEN BALUSTERS. 12. ALL ELECTRICAL AND MECHANICAL "N -5Y2 10'-0y" P�� 2668 EQUIPMENT & METERS ARE SUBJECT TO , N U RELOCATION DUE TO FIELD CONDITIONS; // �. CONTRACTOR TO VERIFY. C, 13. FOR ADDITIONAL NOTES SEE GENERAL NOTES ON TITLE SHEET & DETAILS. ,0 �- 7 2" 2'4" ILL14. TYPICAL WINDOW HEAD HEIGHT SHALL BE g ti 2868 "' ¢ 96 ABOVE FINISH FLOOR O.N.O. . cm O N17 IISES O N17 I$ S =� ( ) r, 4 "PEER 15 " cn 15. WINDOW MANUFACTURER TO TEMPER ALL „ 4 P R IS Y� WINDOWS 2' WITHIN DOORS, OVER TUB & w '-10 2 SHOWERS 7 WINDOWS WITCHING 18" OF THE & r R/S— — — OPEN HANDRAIL FINISHED FLOOR. a- z BEDROOM 3 i i� z � I I� =� 2068 2468 G. 10'-7" x�1'-11" i q (2)2068 IF 2668 K, 0 ao 18" to _D/S 2'-i l" 3'5 1'8` 3'-T 1'-t0" g�' 2" i --- I D/S i i (L Y(12)1468 �/co I BEDROOM 2 2468 PKT w5 CATHEDRAL,CLG- 1'-11" 3'-10" 11'-4" 9-8 LTJ oT� 00= 1 b I I ( I I LiIL I I I , I i r. I 1 4020 SLIDER @84"AFF C73 I N I (2)SH 3050 441" 3-4" 4'-3�" -6■ 2'-11y' S•_3" 5'-7, 084"AFF 5'-5�" X-3" a PLAN r oNOTE : AREATAB LATIN a ALL DOORS TO MAIN FLOOR PLAN 1 462 SQ.FT. U SECOND FLOOR 725 SQ.FT. C3 HAVE 4- 1 /2" RETURNSY TOTAL A/C AREA 2187 SQ.FT. FRONT PORCH 166 SQ.FT. LANAI 124 SQ.FT. ` m E aria GARAGE 437 SQ.FT. ■ JOB NO. 04-81-0042 TOTAL AREA -2914 SQ.FT. HAWKINS SECOND FLOOR FRAMINGSECOND FLOOR PLAN PLAN- SCALE: 1/4"-1'—O" SCALE; 1/4"-1'--0" SHEETTM-E SHEET SECOND LEVEL FLOOR PLAN A2.2 j g9 T T � B �. ei r---------------w--- ----------------- I + I I I I I w 8:12 8:12 ~ I 1 i -------------------------------------- MIS � r ' I r W IIF.�...1. I 1 0 8:12 8:1 j i 2 (" V) I ------------------------------ Lu 93 1 t � I 1 w I I I I i m I I I g cd I I �• 8 I a o LL I j �m a y72 C4 I m 04 i a .L I do �. I a a I I I I I I 4 ao I 04 AD.z 000 8:12 1 I 1 t 1 1 ` RIDGE I I I I of I 1 I co I I I RIDGE ct I Z\ f ~Q RIDGE N T I CID I � 1 t 1 Ict 1 t 1 I I j I 1 I 1 I 1 I I hj I A N 8:12 I 1 I 1 I I I I I 8:12 1 + I I I I I I 1 I LT-1 k✓�` I t 8:12 I 1 t I I I I 1 1 1 i FINK ATTIC TRUSSES 1 I ; ENGINEERED FOR I ° DOUBLE i LIGHT STORAGE L-----------u+ ------ -- CRICKET I 1 c08:12cw7 i z I $ I I I I I I It 8:12 8:12 u I i � a � t (� ate ° aMa ROOF PLAN- SCALE: 1/4"=1'-0" JOB NO. 04-B1-0042 HAWKINS SHEET TITLE SHEET ROOF A2.3 L .� EXTERIOR ELEVATION NOTES 3 [NOTE-EXTELEV] 1. GRADE CONDITIONS MAY VARY FOR INDIVIDUAL SITE FROM THAT SHOWN. _ ASPHALTSH(NGLES(TYP) BUILDER SHALL VERIFY AND COORDINATEPER ACTUAL SITE r _12 2. PROVIDE ROOF AND SOFFIT CONDITIONS. T2S T REQUIRED BY CODE AND MANUFACTURERS 8 SPECIFICATIONS. 4"FREIZE(TYP) FF ELEV 9'-1 1/8" 9'-1 1/8" FF ELEV ti N dw w r» DOUBLE CRICKET 4"TRIM(TYP) LAP SIDING(TYP) 0 FF ELFV0'-0" W-0" FF ELEV PLT HGT 9'-1 1/8" 9'-1 1/8" deLT HGT w � WQ 10"ROUND COLUMNS LUa� LL ti ti FF ELEV- 0'-0" ull 0'-0" FF ELEV 8 cl v GRADE GRADE baa FRONT ELEVATION- SCALE: 1/4"=V-0" ct ASPHALT SHINGLES(TYP) 4"FREIZE(TYP) ct 00 FF ELEV 9'-1 1/8" 9'-1 1/8" FF ELEV 4"TRIM(TYP) LAP SIDING(TYP) FF ELEV 0'-0" 0'-0" FF ELEV Nw PLT HGT 9'-1 1/8" 91-11/84 LT HGT Q H+ 1W KNEE WALL x FF ELEV 0'-0" 0'-0" FF F=LEV x o GRADE A�, GRADELL a1� RIGHT ELEVATION SCALE: 1/4"=1'--0" ■ JOB NO. 04-B1-0042 HAWKI NS SHEET TITLE SHEET FRONT&RIGHT UVA BONS A2.4 tr 2,4 L .r� - EXTERIOR ELEVATION NOTES z i [NOTE-EX ELEV a i.6 1. GRADE CONDITIONS MAY VARY FOR INDIVIDUAL SITE g TE FROM THAT SHOWN. _ BUILDER SHALL VERIFY AND COORDINATE 'a PER ACTUAL SITE CONDITIONS. �. 2. PROVIDE ROOF AND SOFFIT VENTS AS REQUIRED BY CODE AND MANUFACTURERS SPECIFICATIONS. ASPHALT SHINGLES(TYP) 00 N N N C� O r r r 4"FF EIZE(TYP) — co FF ELEV 9'-1 1/8" 9'-1 1/8" FF ELEV L 4"TRIM(1YP) LAP SIDING(TYP) ■ w 12 8— IT"ie po FF ELEV 0'-0" 0'-0" FF ELEV PLT HGT 9'-1 1/8" 9'-1 1/8" gLT HGT 00[M1 n ��N 16'KNEE WALL a aLl ; FF ELEV 0'-0" 0'-0" FF ELEV GRADE dGRADE REAR ELEVATION- SCALE: 1/4!'=l'-O" Q� 12 a3 �8 L ASPHALT SHINGLES(TYP) 4"FREIZE(TYP) FF ELEV 9'-1 1/8" PLT HGT 4"TRIM LAP SIDING(FYP) FF ELEV 0'-0" 0'-0'" FF ELEV PLT HG W-1 118" 9'-1 1/8" LT HGT ® z W a 10X ROUND COLUMNa .m 18"KNEE WALL---,. FF ELEV 0'-0" 0-0 4 - N GRADE ot djpRADE i►;:. o o aLL4 LEFT E • JOB NO. 04-B1-0042 SCALE: 1/4"=1'-0" HAWKINS SHEET TITLE SHEET °"N A2.5 L i N s 'p �j. � W L G C 0I At 5 1� �Q 4 7 T T e � L BOBBINS 1 X 4 � C!} 2'-9" 2'-9" me . [ w 2X4 - � " REMOVE AS NECESSARYNINE FOR ELECTRICAL OUTLET C! a N - - - - 40.5cc I1 -1 , c") N � ~ � 224 n ova1�1 EQ) 000 � m � __ co 40.5" KNEE WALL DETAIL Q� o O 100 00 \ 1 m rn MI N N p N1 f 1 11 1 If �'-011 2 -611 2-� 2 -6 � BAT 2 BATH3 LAUNDRY CABINETS MASTEReBATH- " . " d� SCALE: 1/2 =1 -0 SCALE: ]/2"=1'--O" SCALE: 1/2"=V-0" SCALE: 1/2"=l'-O" • �11� cis ;=04 c1d 31-011 21.6If 31-011 31-x]J11 21-011 V 1,] J 21-011 co _ P co co — — — — — _ r- - - C.? z cm c%j cm cm uj E % I � � R OU CD C.0PLC) c:I COLj CO bo m « i co c� - - !. dLLa I fl f II 1-011 3-� ,0 ■ JOB NO, 04-81-0042 HAWKINS KITCHEN ELEVATIONS SHEET TITLE SHEET SCALE: 1/2"=1'--0" FE E�VA771ONS A2.6 ELECTRICAL KEY SINGLE POLE OUTLET DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER WP WEATHERPROOF DUPLEX OUTLETrs 8 8 GFI GROUND-FAULT CIRCUIT-INTERRUPTER 13 DUPLEX OUTLET I La HALF-SWITCHED DUPLEX OUTLET U- s $ SPECIAL PURPOSE OUTLET/JUNCTION BOX L Z: DUPLEX OUTLET IN FLOOR 220V 220 VOLT OUTLET ® OVERHEAD DUPLEX - WALL SWITCH 3 THREE-WAY SWITCH o q �-4 FOUR-WAY SWITCH r h^-R RHEOSTAT SWITCH DM DIMMER SWITCH O REINFORCED JUNCTION BOX `\ -I- CEILING MOUNTED INCANDESCENT LIGHT FIXTURE I - / LIGALL HT IFIXTURRE INCANDESCENT CATHEDRAL CATHEDRALDATA � �} RECESSED INCANDESCENT LIGHT FIXTURE 00 RECESSED ADJUSTABLE EYEBALL • INCANDESCENT LIGHT FIXTURE L) - - INCANDESCENT LIGHT FIXTURE !I PC WITH PULL CHAIN EXIT LIGHT WP � PH � EMERGENCY LIGHT W BRACE FOR CHANDELIER TV FLUORESCENT LIGHT FIXTURE 4 MOM FLUORESCENT LIGHT FIXTURE i TILE o CATHEDRAL CATHEDRAL WITH PULL CHAIN w ie I � TRACK LIGHT �--f CARPET Q Q EXHAUST FAN (VENT TO EXTERIOR) N EXHAUST FAN/LIGHT COMBINATION ro .. (VENT TO EXTERIOR) o e EXHAUST FAN WITH HEAT LAMP g,W all (VENT TO EXTERIOR) to CHIMES 00 N lla I _ _ — r� 9 �P8 `1- " — — — PUSHBUTTON SWITCH o� � - r i 1 r Q SMOKE DETECTOR $ o i 'F i ® HEAT DETECTOR a s CO2 DETECTOR II y 1 4 r \` r j TQ THERMOSTAT Q SPEAKER U__J--- TIL I b PHONE (1-CAT3) ^ r r i G l CARPET i M DDC (I-CATS, 1-RG6) FI ± JILL r ® MDC (2-CATS, 2--RG6) ELECTRIC METER ELECTRIC PANEL -- - - - - - - - .� _.._ .. � _ — FI - 1 TIL — �' CEILING FAN ,r (PROVIDE ADEQUATESUPPORT) S CARP T ' - o ��� CEILING FAN / LIGHT PREMARE �-- - If/ TILE (PROVIDE ADEQUATE SUPPORT) CARPET FcH I ARPET CARP TILE — -- _T -i L TIL , --- z r RPE i ELECTRICAL NOTES: ¢ O T i i y I r [Na1f~ clrac] ct WE U I ` i_-_ PROVIDE AN INSTALL LOCALLY RED BY NATIONAL 5MOKE _ _ DETECTOR REQUIRED NAL FIRE � -_ � � � � PROTECTION ASSOCIATION NFPA AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES __ PROVIDE AND INSTALL GROUND FAULTa3 I —I— I 2. CIRCUIT-INTERRUPTERS (GFI) AS REQUIRED BY H- NATIONAL ELECTRIC CODE (NEC) AND MEETING ([i) VV 0i THE REQUIREMENTS OF ALL GOVERNING CODES. y y C ELECTRICAL CONTRACTOR TO PROVIDE REQUIRED H i 0 3. DIRECT HOOK-UPS/CUTOFFS. PFt> �\ ` ___-� 0 HVAC CONTRACTOR TO VERIFY THERMOSTAT 1 r 4• LOCATIONS. ALL ELECTRICAL AND MECHANICAL EQUPMENT (I.E. MDC i 5. FURNACES, A/C UNITS, / ELECTRICAL PANELS PB TVy r SANITARY SUMP PITS, DRAIN TILE SUMP, AND WATER HEATERS) ARE SUBJECT TO RELOCATION \ G1=1 DUE TO FIELD CONDITIONS. VVP i ELECTRICAL DEVICES: MW FINISHEd FLDOR: ---------- -------------- -- -------------- FOR GARAGE SWITCHES OVER COUNTER. . . . . . . . , .48" TO CL DOOR OPENER y r = — 1 WALL OUTLETS OVER COUNTER. . . . . , .48" TO CL k � REMAINING SWITCHES . . . . . . . . . . . .48" TO CL L — -- J " I WALL OUTLETS. . . . . . . . . . . . . . . .16 TO CL / BATH VANITY BRACKET OUTLET (1" ABOVE TOP OF MIRROR). . . . . .88" TO CL 1'2 r WATER SOFTENER AND SUMP OUTLETS 48" TO CL TELEPHONE OUTLETS. . . . . . . . . . . . .16" t0 CL TELEVISION OUTLETS. . . . . . . . . . . . .16" TO CL EXERIOR GF1 OUTLETS. . . . . . . . . . . .16" TO CL \\ / GARAGE GFI (ABOVE GARAGE FLOOR) 48" TO CL ® x i FRONT DOOR COACH LIGHT. . . . . . . . .84" t0 CL 01 GARAGE o a n GARAGE DOOR COACH LIGHT, 4 e- -------------------------� r \ // GFI (ABOVE GARAGE FLOOR) . . . . . . .84" TO CL �° 2 a / DINING AND BREAKFAST FIXTURE . . . , -64m TO BTM \ / OFFIXTURE ° " d / FOYER AND STAIRWAY FIXTURE . . . . . .96" TO BTM 2 - d \ / OF FIXTURE THERMOSTAT. . . . . . . . . . . . . . . . .54" TO CL Itn � DOORBELL CHIMES. . . . . . . . . . . . . .84" TO CL o DOORBELL BUTTON. . . . . . . . . . . . . .LEVEL. W/ v tt e a; : e' ,. '4; DR HANDLE �. Q: a41KITCHEN WALL HUNG MICROWAVE " OUTLET . . . . . . . . . . . . . . . . . .76" TO CL W r KITCHEN DISHWASHER RECEPTACLE UNDER SINK 1 " : , • 4. ms KITCHEN RANGE . . . . . . . . . . . . . . .24" TO CL d4 4 KITCHEN REFRIGERATOR. . . . . . . . . . .48" TO CL :, E o ..e O :.,.� O t 4 d d ad' a WASHER/DRYER OUTLET. . . . . . . . . . .48" TO CL a a: a a 4 • JOB NO. 04-81-0042 4 C e e Y ;e •e d :a 4 p O 4 a d a• a a e: a C d 4. V - C ' eA 4 CL s CENTER LINE " 4 . A. �' ° 1 = FIELD VERIFY HAWKINS 2 = MASTER BATH STANDARD 30 HIGH .•o. - .e e C .. e d •e 44 A A - 'd - - 4 - e• Q a C .4a VANITY TO BE RAISED 4" d' e SHEET TITLESHEET MAIN FLOOR MAIN F ELECTRICAL �C�CAL�� PLAN E1 .1 SCALE: 1/4"=I'-O" lei j ELECTRICAL KEY .9 S SINGLE POLE OUTLET DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER �yWp WEATHERPROOF DUPLEX OUTLET 8 . 9-§ I�GFI DUPLEX OUTLET CIRCUIT-INTERRUPTER E ufg HALF-SWITCHED DUPLEX OUTLET �LL @ $ B ® SPECIAL PURPOSE OUTLET/JUNCTION BOX 4� DUPLEX OUTLET IN FLOOR 10 220V 220 VOLT OUTLET ® OVERHEAD DUPLEX WALL SWITCH [--,3 THREE-WAY SWITCH Q �-4 FOUR--WAY SWITCH R RHEOSTAT SVATCH 144'DM DIMMER SWITCH D � a O REINFORCED JUNCTION BOX -0 CEILING MOUNTED INCANDESCENT LIGHT FIXTURE LIG T � INCANDESCENT FIXTURECESSED INCANDESCENT LIGHT FIXTURE RECESSED ADJUSTABLE EYEBALL (w a w INCANDESCENT LIGHT FIXTURE INCANDESCENT LIGHT FIXTURE PC WITH PULL CHAIN EXIT LIGHT EMERGENCY LIGHT FLUORESCENT LIGHT FIXTURE FLUORESCENT LIGHT FIXTURE WITH PULL CHAIN TRACK LIGHT Q EXHAUST FAN (VENT TO EXTERIOR) clj$ -�- EXHAUST FANLIGHT COMBINATION > (VENT TO EXTERIOR) 0 EXHAUST FAN WITH HEAT LAMP "ti (VENT TO EXTERIOR) g ti ® CHIMES �m� , Fry _----- .. f SPB PUSHBUTTON STITCH m ® SMOKE DETECTOR $ co W rV LMDJCI 0 r- ® HEAT DETECTOR a a @ CO2 DETECTOR QT THERMOSTAT QS SPEAKER b PHONE (1-CAT3) N DDC (i-CATS, 1-R06) ® MDC (2-CAT5, 2-RG6) ELECTRIC METER © ELECTRIC PANEL r PH CEILING FAN PREWIRE I I (PROVIDE ADEQUATE SUPPORT) ' V1 � I CEILING FAN / LIGHT PREWIRE / (PROVIDE ADEQUATE SUPPORT) 0 ELECTRICAL NOTES. O N 17 1 IIS[S [Not�cmlc) .4 "PER IS ` I 1. PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTOR S AS REQUIRED BY NATIONAL FIRE 1 PROTECTION ASSOCIATION (NFPA) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES PROVIDE AND INSTALL 09UND_FAULTc1d 2• CIRCUIT-INTERRUPTERS (GFI) AS REQUIRED BY CARPET NATIONAL ELECTRIC CODE (NEC) AND MEETING TWEE THE REQUIREMENTS OF ALL GOVERNING CODES. 3 3 D�TRI AL CONTRACTOR NTRACUTOFFS. PROVIDE REQUIRED HVAC CONTRACTOR TO VERIFY THERMOSTAT / 4 LOCATIONS. 1 I 5. ALL ELECTRICAL AND MECHANICAL EQUIPMENT (I.E. FURNACES, A C UNITS, D IELECTRICAL PANELS, SANITARY SUMP PITS, DRAIN TILE SUMP, AND j l Tuwa- <PH ____ WATER HEATERS) ARE SUBJECT TO RELOCATION 1 DUE TO FIELD CONDITIONS. r / _ MDC ELECTRICALEJ) VICES: ABOVE_FINISHFO FLOOR: j rSWITCHES OVER COUNTER. . . . . . . . . .48" TO CL MDC WALL OUTLETS OVER COUNTER. . . . . . .48" TO CL REMAINING SWITCHES . . . . . . . . . . . .48" TO CL I \ WALL OUTLETS. . . . . . . . . . . . . . . .16" TO CL 1 BATH VANITY BRACKET OUTLET 12 (1" ABOVE TOP OF MIRROR). . . . . .B$' TO CL ' WATER SOFTENER AND SUMP OUTLETS 48' TO CL j ° TELEPHONE OUTLETS. . . . . . . . . . . . .16" TO CL i TELEVISION OUTLETS. . . . . . . . . . . . .16" TO CL EXERIOR GFI OUTLETS. . . . . . . . . . . .16" TO CL j GARAGE GFI (ABOVE GARAGE FLOOR) 48" TO CL z FRONT DOOR COACH LIGHT. . . . . . . . .84" TO CL a F GARAGE DOOR COACH LIGHT, (ABOVE GARAGE FLOOR) . . . . . . .84' TO CL 15 z DINING AND BREAKFAST FIXTURE . . . . .64" TO BTM 4 OF RxTURE VE 2 FOYER AND STAIRWAY FIXTURE . . . . . .86" TO BTM a OF FIXTURE THERMOSTAT. . . . . . . . . . . . . . . . .54' TO CIL v DOORBELL CHIMES. . . . . . . . . . . . . .84" TO CIL x o � a o DOORBELL BUTTON. . . . . . . . . . . . . .LEVEL W/ DR HANDLE ' . KITCHEN WALL HUNG MICROWAVE Y OUTLET . . . . . . . . . . . . . . . . . .76' TO CIL + �' KITCHEN DISHWASHER RECEPTACLE UNDER SINK KITCHEN RANGE . . . . . . . . . . . . . . .24' TO CIL vIF KITCHEN REFRIGERATOR. . . . . . . . . . .48" TO CIL WASHER/DRYER OUTLET. . . . . . . . . . .48' TO CIL LL � a sm 61 • JOB NO. 04-B1-0042 CL = CENTER LINE 1 = FIELD VERIFY HAWKINS 2 = MASTER BATH STANDARD 30" HIGH VANITY TO BE RAISED 4" FLOOR ELECTRIC- S N SHEET SECONDGODLVELEoND ELECTRI &PLANE1 .2 SCALE: 1/4"=l'-Om WW' W r W-o" in 9-4y2" m r-2" 1'•2" 4'-2" 3'-D" 2'-10" 8'4" ca LL I*i y g Cn -C v N O � ---_ __---__ _�_ — ------ -------- -._.. .�..... �.__ - -- - --------------------- ----- ------ 77 /7z; r zf I w v 4. 'a p ■ a a ° I I y I I � I I I- I I � � m M -- — 1 — —, �. i I I m r 1 o .-. a i r I i - - - •--- i SLOPE 1 ( 1 cn � LL-1 w < � Q © o ca t cn • . ° .. • � I I � 1 I I I F-------� I ° to I I I + e3f,� ____ ________________ --.____ � 4 N �--------------- -------T--__-�-_ L———4-n I m N � b • i '.°. . , • ago ( I ad�°D � I i -------� a I I � dQ :b I I I IN �,,s" 13'�" I I 6-4" 1--1 1 w W Ln EI ; / N �� r'--I .• .° • • I I I t t I I 22.4 It ro " F-.i 0. Q° • I Y on _ p °• Q b•°. b. I � I Z b. a I �, °a m � f I I W Q 0 p.. I I I W x 4• a ? ° oy ° e° p ( : SLOPE 2" I i 1 1 I I �i • •. �. ° r�•. 1 m4 I � ut 11 I I I I I I f 1 I I I �■t _ _J._�,_ ,_J L J A .w l I y - I i- ----7 I i j I ( d a AD.1 I 1 I T ' 1 I I I � • ° as d.a' .•• - • °•a p ° 2�9 f I I \ I I w V' C) A . a I y I 62" " 5'0. I 11 I I �--I 96 4 100, W �...� ©r _� ___"-__ ------ --J _J..-1- =�11 ___•L" o �'.I +/ I - ----------- ----- - -�_ __ ___ _ _ ------- ------- ----- -• ^-^ __ _—_ -------- --r— � Q m l�.3�lJ.s THE UNDERSIGNED (I.E. ENGINEER) HAS NO KNOWLEDGE OF ANY W SUBSURFACE SOIL CONDITION REPORT: THUS, ALL FOOTINGS ARE DESIGNED 111-1 IV 1r�` 3'-1y2" 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 J ENGINEER OR UNDERSIGNED SHALL BE NOTIFIED AND POSSIBLE FOOTING DESIGN REVISIONS (I.E. MAT FOUNDATION OR PILE FOUNDATION) MAY HAVE TO BE IMPLEMENTED PRIOR TO COMMENCING WITH FOOTINGS WORK. J �= z CONCRETE FOUNDATION FLAN FOUNDATION LEGEND � SCALE: 1/4"=V-011 (SEE SHEET No. S--4 FOR STRUCTURAL aEraiQ I w z a FOUNDATION NOTES: 8"x8"x1 fi" CMU STEM WALL w/ + �-I 1. DIMENSIONS SHOWN WITH INDICATE PLUMBING OR ELECTRICAL (1)H4 ROD VERTICAL W) 1 O.C. OUTLET LOCATIONS. VERIFY WITH BUILDER AND/OR HOMEOWNER. & HOOKED INTO 20"(W) x 10"(H) VI) W CONC. FOOTER w/(2)f5 RODS CONT. c` � �fPICAL FOUND1ATi0N DETAIL � o � < .,� <r z 20"(W) x 12"(H) THICKEN CONCRETE SLAB w/ (2)#5 RODS CONT. o Q m Q O 20"(W) x 12"(H) THICKEN tt►tt►,,,,, — __._ _ STEP DOWN CONCRETE SLAB w/ (2)#5 RODS CONT. J O B NUMBER ►1'1?v. '• ISR STEP DOWN DET�gIL : :; . • ' - SHEET NUMBER V toLAS-1 OF S--4 r . •. x z TABLE FOR SHEAR WALLS FRAMING (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, B) GYPSUM BOARD TO STUDS NAILING SHALL BE 5d AND 6d COLLAR NAILS FOR 1/2., AND 5/8" THICK a CSSBOARD RESPECTIVELY. CZ Z� ,I'Z C) SOLE PLATE-COMCRETE SLAB ANCHORS SHALL BE 1/2"0 Tj4(gjE >t DCD STEEL, RbDS :PISTIRI&OTEV m SV l 00 PL'W of Si4EET 5-3• 0D epf�cr GRoUD 9oLrs AS R6cauIRE,9 191T��1� 8G>~oW --,�--- a I CATHEDRAL i DESIGNATION REQUIRED SINGLE OR SHEATHING TO STUDS FLOOR TO FLOOR Q i I"1"1 Imo$ SHEATHING DOUBLE n LE SHEATHING NAIL SPACING ANCHOR SPACING w cc; °%'0 CATHEDRAL _q INi G) �f, -� 7/16" OSB SINGLE „ c� m I " �3 0 �"..' 0 m (BLOCKED) 6 / 12 60 O.C. J r m I-Ali_ n I O m A Lu C7 r' c� rz) 2x1 Z 1 N o rn v '- i � 7/16" OSB m 04 0 SINGLE 4" 12" Q (/) 4M SO FRAMED I o I / 60 0.C. (BLOCKED) CD Z _ I 100 i'llI i V) 0 w II a7/16" OSB SINGLE 3" / 12 36". O.C. * �k In Z Q ---e Ml �_-- (BLOCKED) m ,a, WALL�O 8'-6' " " m � m � O .' QHc . , ��4 C=-_�_�_ -- tZazXIZ N 7ir�osB, �ouBLE 5,AZ" '* 12"o•e• �Ir z mLLJ o N ¢ i� i i s o I QW I m LLJ $ W NML PAIIii O DOV6LE STu.� o o = ¢ a x10 E�CrES 000 LTs cmcvE S AcIN o - ----� g CATHEDRAL ADDITIONAL NOTES: A9� �� GROU Bo Tll !� G SNIall z i N�C)I 1) FOR LOCATIONS CLOUDED AS Q) , INDICATE LOCATIONS WHERE HEADER BEAM SHALL BE 0 ey -I C) I .`� a ,... BOLTED PER DETAIL "B" OF SHEET No. S-4- Liz N = I - o r' v m _�____� 'p 10' M i. x a W Ix" 2) FOR LOCATIONS CLOUDED AS 2 INDICATE LOCATIONS WHERE WOOD POSTS SHALL BE STRAPPED may, II I i vn N AT TOP AND BOTTOM AS SHOWN ON DETAIL "A" ON SHEET No. S-4. �7 co r -k I ( ( g O I 3) FOR LOCATIONS CLOUDEID AS 3 SHALL BE STRAPPED PER DETAIL "N" ON SHEET No. S-4. r--1 � nm II ° gym �:-- li W IIRMMMMMMI � 4) FOR LOCATIONS CLOUDEID AS ¢ SHALL BE STRAPPED PER DETAIL 'C" ON SHEET No. S-4. 5) ALL EXTERIOR WALL OPENINGS OTHER THAN THOSE MENTIONED ABOVE SHALL BE BOLTED PER • / �� I I I HONG OHC I DETAIL "E" OF SHEET No. S-4. S 6) ROOF TRUSSES SHALL BE STRAPPED TO TOP PLATES OF BEARING WALLS AS SHOWN ON C7 2X8 WAL L iI SCHEDULE "A" ON SHEET No. S-2. STRAPPING WILL BE ADEQUATE TO RESIST SHAER FORCESR ACTING SIMULTANEOUSLY WITH UPLIFT FORCES. ,� \P- SO - - I Z � _ � (7 � I my 7) INDICATES FLOOR JIOSTS AND GIRDERS TO BE DESIGNED, FABRICATED AND CERTIFIED BY OTHERS.-4" DD W No C I ,E, --I �► *r 4260 �" L_J x x O 0 Le X' \ I *I.o I 1� C N a Joe \ 1 1 z -D ' ► a --"1 ~� F..� ' 1 I i� m SCHEDULE Aa; II� � I as I o j ROOF TRUSSES STRAPPING SCHEDULE TO TOP PLATE � rMM­ 4-'► N —_ m WHIRLPOOL e BLE r 1 OF BEARING WALLS (PRE—ENGINEERED FRAMING) w w , °g1 RIQ UTILIZING ALL THREAD STEEL RODS Z CO Z • �2)Zx10 L� 6 (2) 2�cry0 W TRUSS No. OR UPLIFT TRUSS TO TOP TOP PLATE TO FOOTINGS z Z O DESIGNATION (Lbs) PLATE OR TO STUD �� W wALL TRUSS ENDS W 5ECOND FFRA� fN� PLAN EXCEPT ONES 0 - 600 1 "SIMPSON" CLIPS 1/Z" STEEL RODS SPACED AS c) OUTLINED BELOW' SHOWN ON SHEET No. S-3 WALLS �.tI IT r2 h�oug ;► ,L 1/21/2"0STEEL RODS SPACED A5GROUND FLpQR 5H � Ur 1 601 - 1200 (2) H2.5A, -SIMPSON' CLIPS SHOWN ON SHEET No. S-3 01 USE (3) ROWS SCALE= 1/4n=11-On w OF 12d COMMON USE 2 ROWS 112. 20 NAILS � 12" O.C. ( ) 1201 - 4750 (3) LSTA36, "SIMP50N", 4M2.STAGGER NAILS ON BOTH SIDES. OF 1 Od COMMON W ,"SIMPSON", HOLDDOWN W NAILS ® 12" O.C. STRAPS (Y N " " TYPICAL OF 2 2" x 6" THRU 2 2" x 12" �% TYPICAL. OF (3) 2 x 1� THRU (3) 2 x 12 ( ) ( ) SOLID SAWN LUMBER SOLID SAWN LUMBER I (2) 1/4 A36 STEEL „ BEARING STUD REQUIREMENTS FOR BEAMS GIRDERS: �. '� d FLITCH PLATES " �.- vk CJ ti J� fa 8 4" D.C.- %I A. ROOF SHEATHING ff ff AN ff ff J e �'•T•s� K DENOTES KING STUD D J DENOTES JACK STUD. cv N N BOTTOM CHORD \�Typ) 42d NAILS TOP CHORD TRUSSES (2�j2d NAILS ALL SOLID SAWN LUMBER BEAMS SHALL BE SUPPORTED w USE (3) ROWS 1/2"0 A307 MACHINE _ ((- (4�)2d NAILS GABLE TRUSS WITH (1 )K+(2)J's AT END SUPPORTS OR (2)K'S AT OF 126 COMMON BOLTS w/ NUT AND ( INTERMEDIATE SUPPORTS. LVL BEAM REQUIREMENTS ARE NAILS ® 12 Q.C. 2"0 STEEL WASHERS FLATS® 24"CABS 0 C. a STAGGER NAILS @ 12" O.C. (MAX.) (2rm>2d NAILS SHOWN ON PLAN ABOVE AND DENOTED BY: w ON BOTH SIDES. _ 30" (MAX) 2,4 SCABS LAID p FLAT AS SHOWN CEILING BOTTOM CHORD 1 N N nET tV fTyp. ITOP NTERIOR PLATES ATESEAR WALL INTERIOR DIAPHRAGM SHEAR LL ( " PLAN MEW TOP PLATES ELEVATION VIEW LLJ cn CASE II - INTERIOR SHEARWALL TO ROOF CONNECTION 2 0 z (2) 1-3/4" PLY LVL (3) 1-3/4" PLY LVL (4) 1-3/4" PLY LVL (4) 1-3/4" PLY LVL PRE ENGINEERED FRAMING (TRUSS FALLS ON. ONE SIDE OF WALL) Q Q Bd NAILS a (2) 1/4- A36 STEEL INTERIOR SHEAR WALL ROOF SHEATHING W U 0 4" D.C. Q s J w FLETCH PLATE raP PLATES(4�j2d NAILS (2�;2d NAILS .y 0 r� AN .R ( ■" __ ( "x 2x4 SCABS LAID • -- • 24' MAX FLAT O 24" O.C. THP CHORD Lzla Q z7 (MAX., GABLE TRUSS Q T .MULTIPLE MEM5ER CONNECTION DETAILS V 1 (4)-126 NAILS x BLOCKING (Typ) m Q NOT TO SCALE: S2)-12d NAILS Srn,) O lT�) 2)-12d NAILS CEILING BOTTOM CHORD 1N11�1111�/ BEARING STUDS REQUIREMENTS FOR BEAMS GIRDERS: ROTTOM CHORD 2x4 s0 24 LAIC DIAPHRAGM OF TRUSSES FLAT m 24" O.C. INTERIOR SHEARWALL ���,Q tb• ry J 0 B N U M B E R (MAX.) TOP PLATES ,��� tiT� •...•.. `r ''�• 1. LVL BEAMS OR GLU. LAM. BEAMS, SEE FRAMING PLAN ON SHEET No. 2. PLAN MEW ELEVATION MEW ;` ' .•'. r l F/�;,.�' CASE I - INTERIOR SHEARWALL TO ROOF CONNECTION _ 4• 2. SOLID SAWN LUMBER, USE (2) KINGS FOR FLUSH BEAMS OR (2) JACKS PRE ENGINEERED FRAMING (WALL IS BETWEEN TWO TRUSSES) - SHEET N U M B E R ?w PLUS (1) KING FOR DROP BEAMS. (N.T.S.) � ' '�..�� 4� 1.2�•��� S-2 OF S-4 IT FIBERGLASS SHINGLES OVER 301 IMPORTANT NOTE: FELT OVER 7/16" OSB BOARD OR REFER TO ROOF PLAN AND EAVE 15/32" PWD SHEATHING. DETAILS ON SHT AD-2 FOR ROOF PITCHES FOR ALL HOUSES AIR BAFFLE BTW EA TRUSS TO MAINTAIN 1/2" MIN AIR 12 w 8 SPACE FOR VENT $ Ln STRAP FOR TRUSS ANCHORAGE (SEE o -- --— — — �I SCHEDULE "A" ON SHEET No. S-2) GALV. METAL DRIP EDGE (2)4068 } C9 WRAPPED 5/8" GYP. BD. CLG. Q A OVER 2xFASCIA CIA d BEDROOM 4 PERFORATED r VINYL/ ALUM. 1/2" GYPSUM BOARD - 9' CLG. SOFFIT a STUCCO 2x STUDS 0 16" OC (MIN #2 FRIEZE - SPF) LLJ PROVIDE MID-WALL BLOCKING FLAT w a WISE ® JOINTS IN SHEATHING i. m N 2668 e�.l CD (!� MIN. LIGHT C I 78" r-►� P.T.PT2x PLATE TEXT. STUCCO n.� � �II VENEER OVER W CO VAPOR LATHE BARRMTL IER 3/4" PLYWOOD GLUED & SCREWED O m m j 2668 TO 16" PRE-ENGINEERED FLOOR m O 01 N 17 ISS TRUSSES OR T.J.I, JOISTS 0 24" OC m m Z A("P R IS Hobs wwa 'rKosS uT q (SEE FLOOR TRUSS ENGINEERING) -( LL-i c- o GR�r�9 coau�E'fl✓ _ © = Q v _FS_ T _ OPEN HANDRAIL fuWDROOM ¢ Vji-aT,"SIf+O(�SON� 1ST FLOOR TO RIM JOIST BY TRUSS MANUF, Jowp 2ND 3 STRAPPING PER (SEE FLOOR TRUSS ENGINEERING) rt 'FRO 55 UT� z STRUCTURAL " 1/2" CEILING BD OR 5/8 GYP. BD 3TYP 18" D�IUJST� m 1/2" --0 THREADED STEEL RADSCO SPACED 'PER SHEET # S3. r� _��s ���L PLJ ADDITIONAL EXP. BOLTS MAY cn o til 18 BE NEEDED PER SHEAR WALL D/S W�rrZiN2°§� TABLE ON SHEET # S-2. W I � Iton. (2)4 se ��S�MP.so^' ' C Upco BEDROOM 2 2468PKT cn 4 �° " PROVIDE MID-WALL BLOCKING FLAT CATHEO$AL,CLG. 7/8 MIN. LIGHT 11 -4 a 9-8 TEXT. STUCCO WISE 0 JOINTS IN SHEATHING T 'r L, VENEER OVER IMTL LATHE AND -- 2x STUDS ® 1 fi" DC (MIN #2 LTJ 00 VAPOR BARRIER SPF) .f �D O P.T. PLATE W/ ANCHOR BOLTS PER o v DA I r �• •• STRUCTURAL a r 5 car c1„Or 4" CONCRETE SLAB WITH & W I L IZ OF r -H [ ` W 6"x6"x10/10 W.W.F. TYP. (3000 PSI. Q w S Lp % (I) # 4 CONT. FIBER MESH OPTIONAL).Floor 1 1 Q O 4020 SLIDERSLOPIE GRADE Z' x`L w "1 ,It t.J I X84"AFF AWAY ALL SIDES � � Q. 6 MIL VAPOR BARRIER1.4 4 #4 RODS VERT. ON 48" O.C. & AT CORNERS. { ) w ( A J Q84"AFF n e � �� VERT. RODS SHALL BE HOOKED 6" INTO �••/ O FOOTINGS BOTTOM AND 12" INTO SLAB 20"(W)x 101"(H) CONCRETE @ TOP. FOR HORIZ. REINFORCEMENT, USE FOOTING REINFORCED 9 ga, HORIZ. JOINT REINFORCEMENT W O W/(2)-#5 RODS CONT, ON 16" O.C. (MAX.) W w �'--1 Z co z T%*T`f=. 2 - &TCfR*r WALL 5ECTICSN � � z o 5ECOND FLOOR 5�EAR WALL5 FLAN , , w . 04 L,, , I� SCALE: 1/2 "-1 _ml'1 W pq SCALE: 1/4 —1 —O C7 co IMPORTANT NOTE: REFER TO ROOF PLAN AND EAVE DETAILS ON SHT AD.2 FOR ROOF FIBERGLASS SHINGLES OVER PITCHES FOR ALL HOUSES aslam 30# FELT OVER 7/16" OSB 12 ----- - ---- It BOARD OR 15/32" PWD 8 SHEATHING. .4 m i GABfW°"""ORAL 1 I I STRAP FOR TRUSS ANCHORAGE (SEE s � ' 9 I' TABLE FOR SECOND FLOOR SHEAR WALLS FRAMING (SECOND FLOOR) AIR BAFFLE BTW EA 1 i=," ;wm --- q TRUSS TO MAINTAIN " i SCHEDULE "A" ON SHEET No. S-2) �.i O"TE�I,AL I � - 1/2" MIN AIR SPACE _] i - THE SHEAR WALLS TABLE WAS ESTABLISHED ASSUMING THE FOLLOWING FOR VENT �y ----- -- ' II UNLESS NOTED OTHERWISE IN THE TABLE: p D i ii CRITERIA U L z GALV. METAL 1/2" CEILING 8D OR 5/8" GYP, A) WOOD SHEATHING TO STUDS NAILING SHALL BE 8d COMMON NAILS, DRIP EDGE BD TYP a I o „� ,,,� ___ _ ____ - __= B) GYPSUM BOARD TO STUDS NAILING SHALL BE 5d AND 6d COOLER WRAPPED ALUM. — - �� n /F . IpW1 ; NAILS FOR 112" AND 5/8" THICK BOARDS RESPECTIVELY, OR FASCIA OVER 2x8 g I � 1 -1 /4" TYPE S OR W, #6 SCREWS FOR EITHER BOARD THICKNESS. PERFORATED o Z r �,q VINYL/ ALUM. a Q DESIGNATION REQUIRED SINGLE 0R SHEATHING TO STU6s SOFFIT _ c SHEATHING DOUBLE SHEATHING NAIL SPACING STUCCO FRIEZE w ¢ w �IG �j II a 1/2"0 THREADED STEEL RODS l►)t +p PROVIDE MID-WALL BLOCKING FLAT ' a _ ti ~ �� O 7 16" OSB SPACED PER SHEET # S-3. WISE ® JOINTS IN SHEATHING = a . n` t. O BLOCKED ADDITIONAL EXP. BOLTS MAY � o � ! � SINGLE 6" 12" I i !r► � w `� BE NEEDED PER SHEAR WALL a V► <-( 1,� s, — ___ 2x STUDS 16" OC (MIN t; 4 - TABLE ONI SHEET # S-2. #2 SPF) QG iQT A I O i �w 1 1.. , I Q •` X47 0 - .. /� vp w! 0 I s 7/16 OSB SINGLE 3" / 12" 7/8" MIN. LIGHT P.T. PLATE w/ ANCHOR -� z Li a -• \` t �v' ^' ��g (BLOCKED) TEXT. STUCCO — BOLTS PER - a c a O kA I_ ' r-- --�--„ ��n--- �_ �„ VENEER OVER STRUCTURAL J < 44 ... 4" CONCRETE SLAB WITH Q I „«.,. a MTL LATHE AND w Q �•+ Z �. , _ �- VAPOR BARRIER W Q •��.,',.• ��� '� -.,bj - � 4g � ��li � ' !; � I s (1) Tito w.w. TP. len, ADDITIONAL NOTES: # 4 CONT. (3000 FIBER �ESHT.._ 3 OPTIONAL). Om � � W IF MII+ 1) ALL EXTERIOR WALL OPENINGS ON SECOND FLOOR SHALL BE STRAPPED SLOPE GRADE - �,+ off' AT TOP AND BOTTOM AS SHOWN ON DETAIL "F" ON SHEET No. S-4. AWAY ALL SIDES oW-1 W PLATE WT. W �� " � 6 MIL VAPOR BARRIER Q — • 2) FLOOR TO FLOOR STRAPPING FOR UPLIFT SHALL BE MODEL No. CS20, #4 RODS VERT. ON 48" O.G. & AT CORNERS. � "SIMP50N", SPACED AT 32" O.C. AT BOTTOM AND ALSO APPLIED AT TOP INTO �m Q �• � PER DETAIL "D" ON SHEET No. S-4. WHERE SECOND FLOOR WALLS ARE VERT. RODS SHALL BE HOOKED 6"FOOTINGS ® BOTTOM AND 12" INTO SLAB SUPPORTED BY FLOOR GIRDERS AND ARE NOT A CONTINUATION OF FIRST 20"(W)x 10"(H) CONCRETE 0 TOP. FOR HORIZ. REINFORCEMENT, USE FLOOR WALLS. EXTERIOR WALLS OPENINGS MAY BE STRAPPED PER DETAIL FOOTING REINFORCED 9 ga, HORIZ. JOINT REINFORCEMENT "K" ON SHEET No. S--4. I killollW/(2)-#5 RODS CONT. ON 16" O.C. (MAX.) JAB NUMBER T�4READED STEEL fROIDS FLAN 1 - 5TafR%*r WALL &ECTION SCALE: 1/8"=V-0" awe � .• SCALE= 1/2"=V-011 ' SHEET NUMBER ,r t-V S-S of S-4 1/2"0 THREADED STEEL RODS 1/2"0 THREADED STEEL RODS DESIGN CRITERIA SPACED PER SHEET # S-3. I a ADDITIONAL EXP. BOLTS MAY SPACED PER SHEET # S-3 . 1) LIVE LOADS: BE NEEDED PER SHEAR WALL STUD WALL ( ADDITIONAL EXP. BOLTS MAY. TABLE ON SHEET # S-2. #4 RODS CONT. TA NEEDED PER SHEAR WALL TABLE ON SHEET # S-2. ROOF...............................20#/sq. ft., FLOOR...........40#/sq. ft. � 4' CONC. SLAB W/6x6x10/10 W.W,F. OR F1BCRML% I I EXPANSION JOINT 2) WIND LOADS: THREE SECOND GUST WIND VELOCITY PER FBC-2001........................120 MPH . 1 (IMPORTANCE FACTOR)=1.0, WIND EXPOSURE "B", CATEGORY "II" BUILDING ^ STUD WALL RECESS SLAB 3/4"x 10" WIDE AT GARAGE DOOR CCPi = (+} OR (-) 0.55 (PARTIALLY ENCLOSED BUILDING) PREENGINEERE❑ ROOF TRUSSES �Illf I I GATOR NUT 6 MIL, V.B. OVER CLEAN, *'" WELL COMPACTED TREATED FILL 6x6x10/1p W,W.F. 6x6x1D/10 w.W,F, GIS F�Bf.RMESN 3) COMPONENTS & CLADDING DESIGN PRESSURES Or�E I •■ fl� ROOF (ANYWHERE)= -50.1 Psf, +23.7 Psf _ - 3"x 3"x 1/8° #¢ RODS VERT. ON 4$" O.C. & AT CORNERS. WALLS: ZONE "5' IS WITHIN 3 ft. OF CORNERS, ZONE "4" IS ANYWHERE ELSE. STEEL WASHER VERT. RODS SHALL BE HOOKED 6" INTO _ _ FOOTINGS ® BOTTOM AND 12" INTO SLAB I - - _- I Ii I I a•i -III- m ZONE F W PR (PSF) ZONE TI R PRESSURE (PSF) - - ® TOP. FOR HORIZ. REINFORCEMENT, USE ILL I I I I I -- • '� -I 11 4 1p,0 35.5 -37.8 5 10.0 35.5 -44.7 HURRICANE STRAPPING PER i TOP PLATE I I�I I - - I w I�,„I '"• (2)-#5 CONT. HOOKED 4 20.0 34.4 -36.6 5 20.D 34.4 -42.4 SCH. "A" ON SHEET # S-2 III-I 9 ga. HDRIZ. JOINT REINFORCEMENT _ +� & TIED AT CORNERS (2)-#5 CONT. HOOKED � . ; I TIED AT CORNERS OF WALLS =I TTI I ON 16" O.C. (MAX.) MIN. 18" 12"�I MIN. 18" LLL 4 50.0 32.1 -35.5 5 50A 32.1 -38.9 IIIIIIII• 4 100.0 3D.9 -33.7 5 100.0 30,9 -36.6 10 ** = 48" (MAX,) OR •.. AR AND AWAY FROM THE BUILDING SURFACES =� I I 20*- I I TURN DOWN SLAB DETAIL � •"" PLUS AND MINUS SIGNS INDICATE ACTING TOWARD CONSULT ENGINEER " r - _ �` O GARAGE GENERAL. STRUCTURAL NOTES_ 1/2"0 THREADED STEEL . 2INFOR EDW 2)-#5CONCRETES CONT.O-ING I TURN DOWN SLAB DETAIL ' a ROD PER SHEET # S-3. REINFORCED W/(2)-#5 RODS CONT. EXCEPT O GARAGE 1 IT IS THE INTENT OF THE ENGINEER THAT THIS WORK BE IN CONFORMANCE WITH ALL I REQUIREMENTS OF THE AUTHORITIES HAVING JURISDICTION OVER THIS TYPE OF TYPICAL FOUNDATION DETAIL CONSTRUCTION AND OCCUPANCY. ALL CONTRACTORS SHALL DO THIER WORK IN CONFORMANCE s __ __ - _ - --- -- -�- - - - ____ LLJ C> WITH ALL APPLICABLE CODES AND REGULATIONS. STEEL COUPLER �`�` - � - - - _jI & C) J 2) THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE JOB SITE PRIOR7/16" OSB NAIL w/ CORNER DETAIL ¢7 CQ TO COMMENCING WORK. Sd COMMON NAILS TO N T� 6x6x10/10 W.W.F. Oft IFI6Egf1ESrfi W t1i U 3) CONTRACTOR SHALL SUPPLY, LOCATE AND BUILD INTO THE WORK ALL INSERTS, ANCHORS, ANGLES, STUDS PER SHEAR WALL ( ) I �- Z ""{ PLATES, OPENINGS, SLEEVES, HANGERS, SLAB DEPRESSIONS AND PITCHES AS MAY BE REQUIRED BY TABLE ON SHEET # S-2. Wry d ATTACHED DRAWINGS AND TO ACCOMMODATE OTHER WORK NOT SHOWN ON THE DRAWINGS. "• d 4) THESE DOCUMENTS ARE THE PROPERTY OF THE ENGINEER AND MAY NOT BE USED OR _j m w o r REPRODUCED WITHOUT EXPRESSED WRITTEN CONSENT OF THE ENGINEER. RIM JOIST OR BEAM SPH, "SIMPSON', STRAP 2"x6" SPF #2 ® 16" O.C: TOP PLATES -I (2)-#5 RODS CONT, m >- m Z 5) ALL DETAILS AND SECTIONS SHOWN ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND THREADED STEEL RODS SYSTEM SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUTION ELSEWHERE IN THE WORK 1/2"0 THREADED STEEL EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. ROD PER SHEET # 5-3• INSTALLATION INSTRUCTIONS 2Q" c 7 v NOT AVAILABLE. FOUNDATIONS WRER DESIGNED STEEL COUPLER INTERIOR STEP DOWN DETAIL Lo o v CL I 6) SUBSURFACE SOIL CONDITION INFORMATION 5 O FOR A 2000 PSF SOIL BEARING CAPACITY, CONTRACTOR SHALL REPORT ANY DIFFERING 1) DETERMINE THE STARTING POINT AND MARK EITHER THE LSTA36, "SIMPSON", (3) CONTINUOUS STUDS CONDITIONS TO THE DESIGNER PRIOR TO COMMENCING WORK. FORM BOARD BOLT LOCATIONS PRIOR TO CONCRETE POUR STRAPS 7) IT IS THE CONTRACTOR'S SOLE RESPONSIBILITY TO DETERMINE ERECTION PROCEDURE AND SEE TYPICAL FOUNDATION IF "J-BOLTS' ARE USED OR BOLT LOCATIONS DIRECTLY DETAILS OF THIS SHEET. ON THE HARDENED CONCRETE IF EPDXY ANCHOR BOLTS SEQUENCE TO INSURE THE SAFETY OF THE BUILDING AND IT'S COMPONENT PARTS DURING ARE USED. Lo Lo ERECTION. EPDXY GROUT POST STRAPPING O TOP STRAPPING_O TOCP 1/2"0 THREADED n 2) CORNER LOCATIONS SHALL BE PER DETAIL "L" ON THIS tIJ.T.S.) M.T.SJ STEEL ROD SOLE PLATE SHALL BE CONSTRUCTION NOTES. SHEET. ANCHORED TO SLAB W/ 1/2"0 • SPH. "SIMPSON", STRAP 2x4 STUDS THREADED ROD BOLTS SPACED N Co Co .CQ CN RETE: / t 3) INSTALL COUPLERS, WASHERS & NUTS WHERE REQUIRED6"x 6 R 4"x a" POST 0 16" O.C. PER SHEET # S-3. ADDITIONAL 1) ALL CAST ON PLACE CONCRETE (EXCEPT SLAB ON GRADE) SHALL HAVE A MIN. OF 3000 PSI PER DETAIL "J" ON THIS SHEET AND PER MANUFACTURER'S " O COMPRESSIVE STRENGTH A7 28 DAYS. SLABS ON GRADE MAY BE CONSTRUCTED w/2500 PSI CONCRETE FOOTING RECOMMENDATIONS. EXP. BOLTS MAY BE NEEDED 646x10 10 PER SHEAR WALL TABLE ON '1 N 1 ABU, "51MPSON", / flew w.F. SHEET S-2. 1-4 POST ANCHOR OTC 1„� CONCRETE. � � 4) ALL THREADED STEEL RODS SHALL CONFORM 7D THE 2) FOOTINGS SHALL BEAR BELOW DISTURBED & ORGANIC SOIL AND UPON EITHER THE SURFICAL SOIL -- REQUIREMENTS OF ASTM A36 THREADED STEEL, GALVANIZED. DRILL 6" INTO CONCRETE , OR UPON STRUCTURAL FILL COMPACTED TO A DENSITY OF AT LEAST 95% OF STANDARD PROCTOR r MAXIMUN DRY DENSITY (ASTM D1557) FOR A DEPTH OF AT LEAST ONE FOOT (1 ft.) BELOW THE BOTTOM OF THE FOOTING. BOLT RUN DETAIL TYP J POST STRAPPING O BOTTOM ANCHORAGE TO SLAB O BOTTOM = (2)--#5 RODS CONT. 3) BEARING MATERIAL: THE FOOTINGS SHOULD BEAR IN EITHER THE EXISTING FINE SANDY SOILS, OLT.&) (N,T3.) WHICH WILL REQUIRED PROPER COMPACTION, OR IN COMPACTED STRUCTURAL FILL. THE BEARING (N.T.S.) I- 20" LEVEL SOILS, AFTER COMPACTION, SHOULD EXHIBIT DENSITIES EQUAL TO 95% OF THE MODIFIED cri PROCTOR MAXIMUM DRY DENSITY (ASTM D1557) POST STRAPPING A POST STRAPPING ^N INTERIOR THICKEN SLAB DETAIL Lp 4) REINFORCING STEEL SHALL BE ASTM A--615 GRADE 60 STEEL CONFORMING TO ACI 301, TOP & BOTTOM TOP & BOTTOM ACT 315, ACI 318 AND CRSI MANUAL OF STANDARD PRACTICE, LATEST EDITIONS. MISC. FOUNDATION DETAILS G 1.4 O U 5) ALL CONTINUOUS VERTICAL AND HORIZONTAL REINFORCING STEEL IN FOOTINGS SHALL BE (N.T.S.) LAP SPLICED A MIN, OF 36 BAR DIAMETERS OR 24", WHICHEVER 15 GREATER UNLESS OTHERWISE NOTED. r� 6) THE MIN. CONCRETE COVER FOR FOOTINGS SHALL BE 3 in. MIN. FOR REINFORCEMENT. FOOTINGS TO MAIN REINFORCEMENT .....................3 inches CLIP ( "SIMPSON" - o F-1 ( ) H2.5A, "51MP50N" H2.5A, "S1MP50N" ROOF TRUSS CLIP {TYP) OR HEADERS PER 5H T, # 5-2 H2.5A, "51MPSON" SLAB ON GRADE.....................................................CENTERED ROOF TRUSS CLIP (TYP) OR ROOF TRUSS CLIP (TYP) OR 7) HORIZONTAL BEAM AND FOOTING BARS SHALL BE BENT 1'-D" AROUND CORNERS OR SEE SCHEDULE "A" SEE SCHEDULE "A" SEE SCHEDULE "A" CLIP (TYP) OR r ON SHEET # S 2. SE SHEET S-2. ON SHEET # S-2. GARAGE DOOR HEADER ROOF TRUSS SEE SCHEDULE "A" Hw�yy CORNER BARS WITH 2'-D" LAP SHALL BE PROVIDED. # (TYP) W ON SHEET # S-2. 8) CONTRACTOR SHALL PROVIDE SPACERS, CHAIRS, BOLSTERS, ETC. NECESSARY TO SUPPORT a REINFORCING STEEL. SUPPORT ITEMS WHICH BEAR ON EXPOSED CONCRETE SURFACES w 0 SHALL HAVE ENDS WHICH ARE PLASTIC TIPPED OR STAINLESS STEEL. 9) ALL REINFORCING DETAILS SHALL CONFORM TO MANUAL OF STANDARD PRACTICE FOR N I DETAILING REINFORCED CONCRETE STRUCTURES ACI 315 LATEST EDITION, UNLESS DETAILED OTHERWISE ON THE STRUCTURAL DRAWINGS. LSTA36, "SIMP50N", I W 10) ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH "THE BUILDING CODE REQUIREMENTS 1 1/2"0 THREADED STEEL STRAPS + w 1/2"� THREADED STEEL 20g x 24" LONG FOR CONCRETE" ACI 318 LATEST EDITION, AND "SPECFICATIONS FOR STRUCTURAL CONCRETE C520, "SIMPSON". ROD PER SHEET # S-3 ROD PER SHEET # S-3 i TWISTED STRAPPING � rZ, FOR BUILDING" ACI 301. STRAPS' SEE SHEET # S-2 W FOR # OF STUDS. z o MASONARY: �-1 1) CONCRETE MASONARY UNITS SHALL BE ASTM C90-75, HOLLOW LOAD-BEARING CONCRETE s t CO K 5 I 1/2"<n THREADED STEEL w MASONARY UNITS, TYPE 1, GRADE N-1, NORMAL WEIGHT, WITH A MIN. COMPRESSIVE STRENGTH ROD PER SHEET # 5 3 r, OF 2000 PSI ( f m = 1500 PSI ). IZ" LTT19, "SIMPSON", W 2) MORTAR SHALL CONFORM TO ASTM HDLDDDwN 0270 AND BE OF TYPE M OR S. - HTT22, "SIMP50N", HO LDUOwN a � 3) HORIZONTAL MASONRY JOINTS REINFORCEMENT SGALL BE GALVANIZED TRUSS--TYPE WITHn fZ S ON 4O I CONCRETE SLAB 6 in. LAP AT ALL SPLICES AND PLACED AT EVERY OTHER BLOCK COURSE, MAX. 16 in. O.C.. Co 1 �' .. ocrN CD Qj WOOD FRAMING: t ' J j n 1) ALL WOOD FRAMING SHALL BE SYP #2 AND INSTALLED PER AITC AND TPI AND NATIONAL SUPPORT GIRDER r DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION. 2) ALL STRUCTURAL WOOD MEMBERS SHALL HAVE THE FOLLOWING MIN. DESIGN VALUES: EXTERIOR ERIOR WALL OPENINGS ^K EXTERIOR WALL OPENINGS E DOOR JAMB UMBER LAM. VENEER LUMBER EXTERIOR WALL OPENINGS F DETAIL "C" SAWN LEla = 1 UM PSI M 2,500 PSI STRAPPING O TOP & BOTTOM STRAPPING O TOP & BOTTOM EXCEPT AT STRAPPING O TOP do BOTTOM ANCHORAGE O TOP & BOTTOM F 5 S (N.T.S.) GARAGE DOOR & OTHER LOCATIONS SHOWN (N.T.S.) JAMB STRAPPING O TOP & BOTTOM FV = 90 PSI FV = 28PI ON SHEET S-2 OF THE DRAWINGS (N.T.S.) (N.T.S.) Fc1 = 565 PSI E = 1,9g5 PS P51 Fc = 1,455 PSI E = 1,600,000 PSI V 3) ROOF & WALL SHEATHING SHALL BE 7/16" ORIENTAL STRAND BOARDS (OSB) OR BETTER, SPAN RATED AS SHOWN ON THE DRAWINGS, 1� 4) ALL WOOD MEMBERS EXPOSED TO WEATHER OR IN CONTACT WITH MASONARY, CONCRETE Ca OR SOIL SHALL BE PRESSURE-TREATED. SCHEDULE "C" *** TOP PLATES SEES SCHEDULE ON", CLIPS (TYP) DR 5) CONTRACTOR SHALL PROVIDE ALL FASTENING DEVICES NECESSARY AND SUITED FOR EACH 01 RECOMMENDED STUD SIZES AND SPACING SEE SCHEDULE "A" ON SHT. # 5-2 V APPLICATION, FASTENING SUBJECT TO MOISTURE SHALL BE HOT-DIPPED GALVANIZED TO ASTM BLOCKING OUTRIGGERS ROOF TRUSS NOT WALL PLATE HEIGHT STUD SIZE SPACING BETWEEN OUTRIGGERS SHOWN FOR CLARITY 2X4 BLOCKING ® SWEATWING JOINT 2x4 OUTRIGGER '`� � A-153-80. 4" FROM GABLE END m 48" O.C11 j . �HURRICANE CLIP H-2.5 CONT, 2x4 SCAB FROM TOP TO 6) ALL METAL CONNECTIONS AND FABRICATIONS SHALL COMPLY WITH A.1.5.C_ SPECIFICATIONS. 8'-0" THRU 9'-10" 2x4 16" 7/16" STRUCTURAL ROOF SHEATHING AU-HANGER OR EQUAL 48" O.C. BOTTOM CHORD TO SERVE AS NAILER `� FASTENING SUBJECT TO MANN F SHALL BE HOT-DIPPED GALVANIZED TO ASTM A-153-80. 2x4 BARGE RAFTER CONT. FOR x-BRACING o s' D.C. �� PROVIDE CLIP FOR 400 In6. 10'-0" THRU 14'-O" 2X6 1B" BOTTOM CHORD OF COMMON OF LATERAL SHEAR % 7) SOLID BLOCK ALL JOIST AND RAFTERS AT POINT OF SUPPORT. I SHINGLE STRIP TRUSSES 24" O.C. 14'--1" THRU 18'-6" 2x8 16" 1 1 `�� BOTTOM CHORD OF GABLE I J SPH, "SIMP50N", STRAPS V 8) GRADE OF LUMBER TO BE USED FOR THE FABRICATION OF STUD WALLS MAY BE SPF #2 I I I FASCIA V ''`I I 12d NAILS ® 8" O.C. 1 END TRUSS � 32 O.C. -J� � ! ' # 19'-0" THRU 22'-0" 2x8 12" I 2x4 -BRACING 1 O Q INSTEAD OF SYP 2. O 8'-O" O.C. I TOP CHORD OF GABLE END 3 12d NAILS 2X1O 12" , 1 1 TRUSS DROP 3-1/2" DOUBLE TOP PLATE I w 2'-0'AX. - *** THE PLATE HEIGHT REPRESENTS THE VERTICAL 2x4 scAg CONT. TOP TO I I I MAX. � BOTTOM CHORD b 8 ft. I I I OPENING UNINTERRUPYED SPAN LENGHT OF THE STUD. FROM GABLE 1 1 IF HORIZ. CONTINUOUS BRACE CAPABLE OF , 1 SCHEDULE "B" - MISCELLANEOUS FASTENING SCHEDULE TRANSFERING LATERAL LOADS TO SHEAR WALLS t w CONT. 2x4 SCAB FROM TOP TO LSTA36, "SIMPSON", (!) DOES EXIST, THEN THE SCHEDULE SHOWN ABOVE , 1 1 2x4 BLOCKING ® 48" D.C. BETWEEN _ 1 BOTTOM CHORD ® X-BRACING � GABLE END TRUSS AND FIRST SPACE ® 32" O.C. V� CONNECTION FASTENER NUMBER OR SPACING DOES NOT APPLY, 2x4 SCAB IF VERT I I (PROVIDE ADDITIONAL AN AT COMMON TRUSS (MAX.) WEB IS NOT PRESENT I VERTICAL A HIGHER THAN 48" 1 1 TO FORM AN °L" SHAPE) TOP DR SOLE PLATE TO STUB, END NAIL 16d COMMON 2 1 I I GOAT. 2x448'#2 SYP. LATERAL d STUD TO SOLE PLATE, TOE NAIL 8d COMMON 4 (3) 12d NAILS (TYP) 1 1 BRACE ® 48" O.C. 1 BOTTOM CHARD OFCC DOUBLE STUDS, FACE NAIL IOd COMMON 24" O.C. AT X-BRACING I 1 GABLE END TRUSS (3) 12d NAILS LJ I DOUBLE TOP PLATES, FACE NAIL 10d COMMON 16" O.C. I I rt 0 ~ TOP PLATES, LAP AND INTERSECTIONS FACE NAIL - 2-16d OR 3--10d COMMON (2)-2x4 TOP PLATE IS�ETRIri �� SHOE PLATE 0 � SCHEDULE "D" CONT. 2x4x8' #2 SYP SHOWNG LATERAL BRACE TO J CD CONTINUOUS HEADER, TWO PIECES 16d COMMON 16" O.C. ALONG EA. EDGE LATERAL BRACE m 48" O.C. 2x4 STUDS 0 16" O.C. GABLE IIID TRUSS z FRAMING SCHEDULE FOR OPENINGS SHALL BE AS FOLLOWS FOR ALL LOAD BEARING WALLS EXCEPT A5 OTHERWISE NOTED ON THE DRAWINGS 7/16- OSB ON 1sT. 2x4 BLOCKING 0 48" q.c. -PLATFORM FRAMING- SUPPORT BEAM OR P_LY_WO_OD_& PARTICLEBOARD SHEATHING: ( GIRDER PER SHEET # S-2 NAILED ON 4"/12' BETWEEN GABLE & FIRST TRUSS ROOF -- 7/16" OR GREATER _ - 8d COMMON 6" O.C. EDGES & OPENING WIDTH IN FELT CLIP ID 48" O.C.. CLIP MUST _ _ m PROVIDE A MIN, 400 Lbs OF SHEAR. Q � 8' O.C. INTERMEDIATE UP TO 3'-0" 3'-1" THRU 6'-0" 6'-1" THRU 10'-D" WALL 7 tfi" OR GREATER 8d COMMON 6" O.C. EDGES & * 2x12's H w'.. ,.+��,,11,tk .1 ; - / LINTEL ( > 2xa s (3)-2X1o'S (3> PLATFORM FRAMING 12" O.C. INTERMEDIATE "• . DETAIL JAMB ** USE TWO (2) S7U05 OF THE SAME SIZE A5 TWESE OF THE WALL BEING CONSIDERED GABLE END D FLOOR - 3/4" T&G PLYWOOD 8d COMMON 6" O.C. EDGES & OLT.W ,' JOB NUMBER 12" O.C. INTERMEDIATE * = TWO (2) PLATES WITH A 1/2" PLYWOOD FILLER MAY BE USED INSTEAD OF = STUD TO STUD STRAPPING THE THREE 3 PLATES MENTIONED ABOVE. Nx` r 7 f. : �'' " (N.T.S.) ( ) UNBRACED LENGTH OF X-BRACING MAY 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 REQ'D. SHEET NUMBER I' S-4 of S--4 Effective: M rch�g 2002 PRODUCT LIME RATING(n,41) SIZE(in) M40/50—SH +30 -35 53x78 Standard single hung +30 -35 36x96 M40HP/50HP—SH +50 -60 53::63 High performance single hung +50 -55 53x76'/4 +35 -35 53x96 TVH/ SH +50. =50 53x78 Tilt sash single hung +35 735 53x96 TB—SH +50 -50 53:56 Tilt thermal break single hung MP•-SH +70 -70 53x78 Impact single hung RW HE +35 -35 127x61 High performance horizontal slider RW:CHP +55 -55 74x51 Extra high performance horizontal slider +45 -45 112x63 M2/3/4/5 SGD +35 -354068 panels Standard sliding glass door +30 -3Q 3080 panels 2"Sill M2/3/4/5 HP SGD +45 -45 4080 panels' High performance sliding glass door 2-1/2"Sill IMM/4/5 XHP SGD +55 -55 5080 panels Extra high perrormance sliding glass door 2-1/2"Sill rT 5'Ovide panels not available in M3&5 Revised:04/04/02 CAULK OCHIND v1NDOW - 7110 BY FA LING-•- Ra SCREW INSTALATIOU AIICHOR Wool) NUCI: ANCHOR CONCRETE OR INCRS Y - - _OPENING BY O7F6'RS I-1/0•Mlrt EMBEDMENT CONCRETE OR MASONRY uQTC_= V1NPOU Fitt WIDTH BY p711ERS S3/16'CRe DIA. CONCRETE OPENING BY OTHERS CAULK BEHIIID WIINDOV FIJI SCREW ANCHOR 1) SHIN AS RCO'A AT EA.SIT pF INSiµLA710u urtHgRY USING LOAD pCARIHG SUIS. lux. ALLUVASLE 51113 STACK Tq IE 1/4-.US[SHINS WHERE$PAC°GREATER iHAx 1 15'It PRCSENT Ila•MA%.—•.I-,� - BY OTHERS CAULK BETWEEN(WOOD BUCK SH)N AS REO'D. TWO 8T WtltlO k) '10 NA7CRIAL•ALUNRK ALLOY 5667. SPACE. SHCAYMIIIG 6 1NASONRY OPENING 0T OTHERS W/LOAD BUCK By OTHERS 3) Pt6%CREW INSiKLATItlN ANCHU MUST BC or SUrFICICNT LCt-Ij TO ACHIEVE IIIN.EllptgAjtj TWO 8T FRAMING BY tlT11CRS I-1/A• MIN. INSTALLATIO!ANCHOR � )^)/B•8110 TWO W\1030 BUCK.ST SCREW ANCHORS AT SILL MUST BC OF SUrI'1CICIIT SUCK BY OTI IER$ EIIBCWIEFIT '•cp 2• t1YP.)i::a-I 910 SCREW (TYP.) REARING SHIM CAULK NETt/CEN PASONkY LCNO'N Ta ACHIEVE HIN EIISECKO"qF 1-1/4•INTO HASWIRY OR CONCRETE, _•— INSTALLATION ANCHOR OPENING B WOOD BUCK 4) NAX ALLOWABLE SPACING DENEEN 910$CRtV ANCHORS AND COIICRCIF SCREW AIICIfOXS 10 BE$4• RIO SCREW(TTP.) BY OTHERS OC.NAY. SHIM AS REp'B. 51 USE LATEX CAULK OR[OUIVA(EN1 FOR PCR1xE7CR SEAL AkDWIp[xtER1OR Or BUUR Pr DINERS• W1 LOAD VOOD BUCK ANCHOR 6) IF CxACI DOOR$1 I$NDL LISTED IIIN ANCNpR[HART,USE ANCHipR OINANTITY LISTC6 VII1N f1EKT BEARING $HIM SLIDING GLASS 3/16- DIA,CONCRETE LARCAR SHE.FOR THE APPROPRIATC 0ESIOU PRESSURE REO.O, a DOOR FRAIAE SCREW ANCHOR BY OTHERS 7) rOR POCKET'DOOR SIZES USC CLOSEST BY PASS pppR SIZC 6 CONFIGURATION IO FINISH aPENLK) 1/1•MAX JAME PLACE CONCRETE SCREW ANCHORS Lt rRuni Or HIOOK SSRIP 4%SHm'N. SPACE —"� 8) GLASS THICKNESS NAY VARY PER REOUIRENCNTS aF ASIH[1406 GLASS CHARTS.$ANGLE GI.ATBiG IS SINSULATING GLASS IS ALSO OLW.IfICu. 9) 1/4•MAX, JAMB.,SILCORNERS MID ALL ANCHORS TKRIXICH Sllt ARE TO SE SEALED V1711 A SMALL JalAi I-1/0•HIRHIRSHIM SPACE SCAR UAL SEALER. •—•—'�1 EIIBETBtENT 101 ALL INSTAL'AYIQ AHC MS MUST 6E/1ApC Or CORRogoN RESISTANT rlprER)ALS- - V p IU NOT ALL CW1gURAT10Nt L1STC0 ASOVL ARL SHAUN aN THIS DRAWIrIG.HOWEVER 1NTIALLArIaq 2'(TYP.) SOLI SC6i t EXTERIOR J'.•+ -�IR-SS tl00A$IR"DOO]60.APPLY 10 NNS7ALLA1IN/Or ILL COHf IGURAT)gN5• 1-"IN TI)CI BY FXT RIOR 12) MARO RILS N 2 SLIDING AS DOOR 13 S)NUN. THIS PRINT ALSO APPLIES Tp MARK 3: VIBEDIICNT WOOD BUCK a HARK q L MARK S. BY OTHERS G2 TEMPERED GLASS FIN FRANC JAINO EXTERIOR FINISH (TYPJ BY OTHEPS exr.FINISH INSTALLATION ANCHOR CHART BY p7NNERS S L C T I❑N 2 PERIMETER OT ft CAULK PERIMETER CAULK 1-(/1 MIN eY tlTrlcks 810 SCRE�lS IN 3/I6' DIA. CCINCRC7E 310 SCREIdS a EA. PEROTHE)METR CAULK BY OTHERS BED ENT FRAIAE MEAD SCRE�r IN FRAME SILL JAMB B. NOCIC STRIP_ Br OTHERS CALL dVERALL _ WINDOW SIZE' SIZE UP Tp 46 PSF 61 PSF UP To 46 PSF fil PSF uP To 46 PSF 61 PSF HEIGHT WINDOV �_ by F 60 PSF 70 PSF 4S c 60 PSF 7 PSF to in To To i0 Tq S 66 P� Yip F WIDTH 5068 Xtl.OX.XX 60-11/16 n Op 3 3 SLIDING GLASS 6068 X(L OX,XX 72-11/16 x R0 4 4 4 4 3 7 14CAR FRAME W S.G.D.WIDTH = A- I/14 MAX, 8069 Xtl,OX,XX 96-11/16 x 80 5 5 6 5 5 S 3 �6 6 • NEAR SHIN SPACE 606 Ox - 0 SILL SIOOL ° ° SECTICIN 9 12060 tl%tl 145^5/p x 00 7 9 Ip 7 7 9 3 6 6 BY OTHERS ° O fx7 RIr1R 5 OXO -5/8 x Op 9 9 1 6 DOOR x XX x 7 18060 OXXO,XXXX 144-41/16 x'80 7 9 10 7 7 9 24'O.C. HEIGHT 16060 OXXCI,XXXX 192-11/16 x 80 10 13 )5 9 IO IP 7 6 IS 6 6 MAX,HTTP.) 80066 OXXO.XXXX 240-11/16 x 90 17 17 11I1 14 _ 1r 3 6 o ° TEMPERED 000 XO, X,XX 60-lI/16 x 96 3 3 3 3 7;T 3 6 GLASS (TTP.) 1-1/9'HIN. 6090 Xp DX,XX 78-17/16 x 96 1 4 4 1 4 4 6 6 �6 L•� Eg1/A1.LY INSTALLATION ANCHOR 8080 Xq,OX. XX 23.6 N 96 5 5 6 9 5 5 6 VINBOV T T $PACE EMBEDMENT 410 SCRE4f 2p- 9 6 7 6 6 V90%, 1 -5/8 x 6 7 6 6 6 6-�•'-6--' 11EIGNT ITYP.) 12000 OX0 145-5/0 x 96 B 10 u 7 _8 9 6 6 6 HTTP) CAULK 101, O% Ol-5/ N 96 10 3 1/4•MAX o ° Wtltlp FR IEELN __ -_..1)�.-_�-..-- SPACE HOOK STRIP 12080 OXX%XXXX 144-11/(6 x 96 7 10 11 7 81 9 6 6 6 16000 GXXO,XXXX 108-11/16 x 96 11 14 17 9 12 14 6 6 6 B8 INSTALLATION16000 BY VOOD 80000 tl%%O XXXX 040-11/16 x 96 i4 6•MAX. 19 l2 6 Hk - 6 � 5 ANCHOR SCREW p p ,- _ • FRAME BY OTHERS 10 TWO BY FRAMING SLIDING GLAS ^- BY OTHERS pT SM)SFRAME SLIDING GLASS J I — DOOR HOOK STRIP Z 2 .T I D N 1 6•NAY.<T YP,>..._ ,;;1• I� .UWUl4 ALLOY 6063. ELEVATI��V . SHEATHING � BY tl114ERS DUST BE OF SUFFICIENT LTH.TO 1-1/4'MIN ) 1 1-1/4•MIN, EXI.FINISH IF 1•INTO TRAADFtC MEMBER. �/ (- EXTERIOR ELEVATION B'FROM CORNERS&24'O.C. VIEWED FROM EXTERIOR BY.OTHERS OX❑ DOOR SHOWN SEIRInR ELEVATION OXXII, XXXX DOOR SHOWN AT MFM k JAMBS WITH D110-SIL � PERIMEIFR CAULK ktO EOL.APPLICATION OF DUO»SIL TEMPERED GLASS BY OTHERS L-- -- - IPEY WITH SEALANT UANWACTURER'S -- ..._-. ..�.�.-- _.._ ___.__..�.. SEI SILL 111 BED (TTP.) KINCO LTD. CAUU(BEHIND AN AT YANg01V SILL. OF CONCRETE OR CAULK III: STRIP DETAIL JACK50WVILL FLORIDA K I N C 0 LTD. J$245ACK OLD ICWGS ROAD ALENT FOR PERIMETER SEAL AROUND JACKSOtNV1LlE,FLORIpx 72XS4 INSTALLATION AtCNOR SLIDING GLASS �y_'Fi y/THERE. ./,. 5 _ DOOR FRANC v,..:., �- ` �-'`1 ----.f 3/16• DIA.CONCRETE ti •�. d,OT LISTED W ANCHOR CHART, USE d / ---- - -- SCREW ANCHOR(TYP.) JANE Y-1„P •,•- ING GLASS DOUR 1F/TWq BY Wppp OMEN(pISM NEXT LARGER SIZE. ; •'•�' „ TItlC1 INSTALLATION DETAIN. 4100D EDAM( ppENING COWCREIE OR-- */ / XX / OXp/ 0%%D L XxX% INSIALLAi1�N UCTAII LAY VARY PER THE REOUIREMENTS "":'' ' EIN SINGLE HLIMG WINDOW M40/50 L 1440/50HP HASOPNRY UPENING2JTf9. SINGLE OLAZINC IS SHOWN, )OUALIFR-q. - •• [NGIi1tERi GRN: --- y IIA7Pr DY pT)IERS •- NNUE4 FIN JAMB pp Npr REOl11RE M_ANUEL MARTINEZ BB 11/U6/Ol Nd$ " ' 12%4/01 AI.LATIOtI/HCHORS PRF ONLY REO'p, f.:� 1 [VIL .`" DUGI DISCI1CIVIL ---- i S ° X OOR S K-rAxNo7d v �.-,115 SHEET - .�,..�..,.........._�..� d.T. u:.luwsr _ :..�. - - .�.�...�...�l.r.,..m�,.� ,.. ,.,s a..,.... �. .___.� . ii .w X D HOWN 7182 Rev.LE7N.T.� sizer, OF I' �ER[(1R ELEVATf(iN _ $. ft:REO:{'I�:__. �.1Ci1��1 -.-•�SIIELr�nr t440150] .. �.-.-<._, allr'�Jti 4%192 =. - dX, XO 2 BY WOOD BUCK 010 x 11/4' MINIMUM EMBEDMENT OR i1 3/16' PFH TAPCUNS WITH 4.563' 1112' MIN, EMBEDMENT (TYP) MIS SHAtt 8E iNSIMI)Ry Ai IfKA N`i TROIEVEO Br A CANOPY OR OVERHANG SIKH Iml THE ABLE BEiD iNE Ilk If CANOPY m UVEN (2) PER HEAD JAMB TO Slit IS LESS 10 6 EMS, IBILESS 11111 IS INS kL111 IN 1/4' 6AP MAX, 0-MINTAKE AREAS VR E HK UNIT NIB HK ARCA ARE KS19010 ACCEPT VATER VILTRATION, 750' X VIKRE VAI' INfItiRA1101f O REpJA811fN1 IS HOT HCEO[D+ , 5-76 psf Approved ° MATERIALS LIST HIN NO. DESCRIPTIO! PART NUNBER 1014IENiS O °o < oil mo-HEAD JAMB EV-12 11/1'x 19/16'Ni. r0 BE W COMPRESSION WEATHERSTRIP LISIAL ' .° O - EV-18 i4' 'N ,T °' °' ' ° q FIXED THRESHOLD 11114'x 4 VIE T0P CHANNEL EV 05 i Bl 11/16' INTIRIDR79 5/16' EXTERInR 6 ST K 26 o,(Du 42 -.DDD) Ak1Kl11SRU61N111Nm MAX ° 1 BASF FORM- OENSiTY 2410 2.5 Ibslfe ' ° ' 80TTON CHANNEL °X 0321) e ® WHO LOCK BLOCK EV-08 ° °° D W STRIKE STILI EV-01 I II/IV x 15/1 6,X 19 /16'NTH.r0 810 7 . —FLOCK HiNGE STILE EW-06 I1/16'X ISI 6'X 1 5/16'NIL.TO 8E V000 0 1LACK FILLER PLATE EV-09 .00 THICK PLASTIC ' Vxf HINg EW-15 497 THI K(STEEL) ' 4 MAKE JAMB 11/4'x 4 9116'HIL.r0 BE VOOO O 11i x 3/1'mo SCR W (4)SCREVS PER HIND 6 110 z 2,F.KV., (2)SCREWS PER NINE P�� P1YV�y 1HE 1 IN INVSiVdVINNN I V1'OOf iltoffio a ' IX ucul ra,w a2114 80 M ywom1.25' 00U �y#'po0 8 NIO x 3/4'F.H.V,S. 2)SCREWS PER NINE 00 4 88 z 2'FAV,S. 2)AT EACH STRIKE PLATE Y1 1 A P ° off D LOCKSET wIKSEr BRAND 2W LOCK DADS Cup ICATIONS sibs JD 2 BY WOOD BUCK ll0it 11910,fK ' �L ' R� BABE 3111IR GFICATIONS Im JD 111 .1LESf�!VI9 N,i�IS A •RODE Ph'JE M STILES) �-�5'� RS • r lI 11 � LIR. Ol+lf BT _ __.._ log Sim BIO >< 11/4' MINIMUM EMBEDMENT OR a 11 5111-20-911t�1= T Y SC�EI 3/16`�PEH TAPCONS WiTH PR�MDOR EIYIRi SYSIE�S �1-1015-�W 11/2 MIN, EMBEDMENT (TYP) [!H INNING n SHEET 2 OF 6(2) PER HERD JAMB PIiISB�NDOOR CONFIGURATIONS RFVIS�IIfII[R 6B]/A'MAX . .• wx MAX INTERIOR wx z•wx• •-M•x , ]•wx Y MAX14• t3• MAX - —- — lea-MAX AX MAx i/.• r 1/2'MAX IS•MAXiA I 11 n NAX 27 v,. J(•.-,•wx 17• 19 x OC. • MAX ]•f 7/4• MAX is-w% 16 1 T IG 16 CG g I/,• 6 1 BO 11/16' O Is,w% SHIN M11X 22'MAX OI 0 8 MAX OC ..N•'r'7 GMAI G -----37 1.2•MAx— MAX ,•MAxr^ 1S'MAX .•MAx 4 911• 16 ]'MA% I MAx•—I F^-�-1[ II L wx Mwx M•x '• 1 \ / 14, ll LJ: 6-x -XI I 11�L MA% ]•Mw% •. t5• 41 .-MAXI-J 7•wAx „ aC SEC GLAZING BET .• MAN ... .-MAx [s•Max 6 a �/\x\/n _ EXTERIOR I 15-N4x p so 11/Ib' N•E• MAX 71 IM• MAX IS'Tux _ SECTION A—A 15.MAXMAXOTHER CONFIGURATIONS -j L_14r I GLAZING DETAIL INSWING 1 g•wax ].wx ' 66 7/. 68 7/4 �1 [/16- g MAX MAX ^I 97 1/2- AX .•rwx r MAX SHERYIN'YO.LTAXS MAX 4•MAX WERI]R MADE LAM CNAK 1 XEXTERIOR Xn LINITI twSS NOTED.FRAC OE4 NAi '~� TOG EXTROOOm-REESS IUIE STI{EOAL HIS TR RE Slpb Br a AC°E�5[°Xmo TTI AVFFO-i)AS C(X17LrUr3VA--h THE [!lE 44 b° NLIq MCiI 'r LI/-3=.4.1-Ln[t6 WIT.H THE NNE: INTERipR :9i[TH r ` Ax ef.-H Jg(1 1 pE BY TE t- IVH p 112' �• � 1(�A 3��p1 1�SRmIL s A An mKR 9l>v[ qular�ts n MD(] N RY SYST MS 31--1a2�: yr.I GLASS BITE9 [minLalumoN N S M 31-1020-E'W-I RtOpbr cLo1ws17H %I E.JETfiRSQI SHEEN 'S..:OF•s.(,A f, +Rt A[am[ MEET 9 OF 6 B.IlA1N000CECAMPUANCEn'FlCe V8' TENPEREO GLATS 9ud.o1[[aCCaEC0A1v1IA[lCECFfaCE Iz . Pffrim a 66762 .` - ` ACC MI CEND. A=PrAKSNO 0[-0314./lr ':.RE ItfTIER; .' WW' W r 'a W-o" in 9-4y2" m r-2" 1'•2" 4'-2" 3'-D" 2'-10" 8'4" ca LL I*i y g Cn -C v N O � ---_ __---__ _�_ — ------ -------- -._.. .�..... �.__ - -- - --------------------- ----- ------ 77 /7z; r zf I w v 4. 'a p ■ a a ° I I y I I � I I I- I I � � m M -- — 1 — —, �. i I I m r 1 o .-. a i r I i - - - •--- i SLOPE 1 ( 1 cn � LL-1 w < � Q © o ca t cn • . ° .. • � I I � 1 I I I F-------� I ° to I I I + e3f,� ____ ________________ --.____ � 4 N �--------------- -------T--__-�-_ L———4-n I m N � b • i '.°. . , • ago ( I ad�°D � I i -------� a I I � dQ :b I I I IN �,,s" 13'�" I I 6-4" 1--1 1 w W Ln EI ; / N �� r'--I .• .° • • I I I t t I I 22.4 It ro " F-.i 0. Q° • I Y on _ p °• Q b•°. b. I � I Z b. a I �, °a m � f I I W Q 0 p.. I I I W x 4• a ? ° oy ° e° p ( : SLOPE 2" I i 1 1 I I �i • •. �. ° r�•. 1 m4 I � ut 11 I I I I I I f 1 I I I �■t _ _J._�,_ ,_J L J A .w l I y - I i- ----7 I i j I ( d a AD.1 I 1 I T ' 1 I I I � • ° as d.a' .•• - • °•a p ° 2�9 f I I \ I I w V' C) A . a I y I 62" " 5'0. I 11 I I �--I 96 4 100, W �...� ©r _� ___"-__ ------ --J _J..-1- =�11 ___•L" o �'.I +/ I - ----------- ----- - -�_ __ ___ _ _ ------- ------- ----- -• ^-^ __ _—_ -------- --r— � Q m l�.3�lJ.s THE UNDERSIGNED (I.E. ENGINEER) HAS NO KNOWLEDGE OF ANY W SUBSURFACE SOIL CONDITION REPORT: THUS, ALL FOOTINGS ARE DESIGNED 111-1 IV 1r�` 3'-1y2" 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 J ENGINEER OR UNDERSIGNED SHALL BE NOTIFIED AND POSSIBLE FOOTING DESIGN REVISIONS (I.E. MAT FOUNDATION OR PILE FOUNDATION) MAY HAVE TO BE IMPLEMENTED PRIOR TO COMMENCING WITH FOOTINGS WORK. J �= z CONCRETE FOUNDATION FLAN FOUNDATION LEGEND � SCALE: 1/4"=V-011 (SEE SHEET No. S--4 FOR STRUCTURAL aEraiQ I w z a FOUNDATION NOTES: 8"x8"x1 fi" CMU STEM WALL w/ + �-I 1. DIMENSIONS SHOWN WITH INDICATE PLUMBING OR ELECTRICAL (1)H4 ROD VERTICAL W) 1 O.C. OUTLET LOCATIONS. VERIFY WITH BUILDER AND/OR HOMEOWNER. & HOOKED INTO 20"(W) x 10"(H) VI) W CONC. FOOTER w/(2)f5 RODS CONT. c` � �fPICAL FOUND1ATi0N DETAIL � o � < .,� <r z 20"(W) x 12"(H) THICKEN CONCRETE SLAB w/ (2)#5 RODS CONT. o Q m Q O 20"(W) x 12"(H) THICKEN tt►tt►,,,,, — __._ _ STEP DOWN CONCRETE SLAB w/ (2)#5 RODS CONT. J O B NUMBER ►1'1?v. '• ISR STEP DOWN DET�gIL : :; . • ' - SHEET NUMBER V toLAS-1 OF S--4 r . •. j ELECTRICAL KEY .9 S SINGLE POLE OUTLET DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER �yWp WEATHERPROOF DUPLEX OUTLET 8 . 9-§ I�GFI DUPLEX OUTLET CIRCUIT-INTERRUPTER E ufg HALF-SWITCHED DUPLEX OUTLET �LL @ $ B ® SPECIAL PURPOSE OUTLET/JUNCTION BOX 4� DUPLEX OUTLET IN FLOOR 10 220V 220 VOLT OUTLET ® OVERHEAD DUPLEX WALL SWITCH [--,3 THREE-WAY SWITCH Q �-4 FOUR--WAY SWITCH R RHEOSTAT SVATCH 144'DM DIMMER SWITCH D � a O REINFORCED JUNCTION BOX -0 CEILING MOUNTED INCANDESCENT LIGHT FIXTURE LIG T � INCANDESCENT FIXTURECESSED INCANDESCENT LIGHT FIXTURE RECESSED ADJUSTABLE EYEBALL (w a w INCANDESCENT LIGHT FIXTURE INCANDESCENT LIGHT FIXTURE PC WITH PULL CHAIN EXIT LIGHT EMERGENCY LIGHT FLUORESCENT LIGHT FIXTURE FLUORESCENT LIGHT FIXTURE WITH PULL CHAIN TRACK LIGHT Q EXHAUST FAN (VENT TO EXTERIOR) clj$ -�- EXHAUST FANLIGHT COMBINATION > (VENT TO EXTERIOR) 0 EXHAUST FAN WITH HEAT LAMP "ti (VENT TO EXTERIOR) g ti ® CHIMES �m� , Fry _----- .. f SPB PUSHBUTTON STITCH m ® SMOKE DETECTOR $ co W rV LMDJCI 0 r- ® HEAT DETECTOR a a @ CO2 DETECTOR QT THERMOSTAT QS SPEAKER b PHONE (1-CAT3) N DDC (i-CATS, 1-R06) ® MDC (2-CAT5, 2-RG6) ELECTRIC METER © ELECTRIC PANEL r PH CEILING FAN PREWIRE I I (PROVIDE ADEQUATE SUPPORT) ' V1 � I CEILING FAN / LIGHT PREWIRE / (PROVIDE ADEQUATE SUPPORT) 0 ELECTRICAL NOTES. O N 17 1 IIS[S [Not�cmlc) .4 "PER IS ` I 1. PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTOR S AS REQUIRED BY NATIONAL FIRE 1 PROTECTION ASSOCIATION (NFPA) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES PROVIDE AND INSTALL 09UND_FAULTc1d 2• CIRCUIT-INTERRUPTERS (GFI) AS REQUIRED BY CARPET NATIONAL ELECTRIC CODE (NEC) AND MEETING TWEE THE REQUIREMENTS OF ALL GOVERNING CODES. 3 3 D�TRI AL CONTRACTOR NTRACUTOFFS. PROVIDE REQUIRED HVAC CONTRACTOR TO VERIFY THERMOSTAT / 4 LOCATIONS. 1 I 5. ALL ELECTRICAL AND MECHANICAL EQUIPMENT (I.E. FURNACES, A C UNITS, D IELECTRICAL PANELS, SANITARY SUMP PITS, DRAIN TILE SUMP, AND j l Tuwa- <PH ____ WATER HEATERS) ARE SUBJECT TO RELOCATION 1 DUE TO FIELD CONDITIONS. r / _ MDC ELECTRICALEJ) VICES: ABOVE_FINISHFO FLOOR: j rSWITCHES OVER COUNTER. . . . . . . . . .48" TO CL MDC WALL OUTLETS OVER COUNTER. . . . . . .48" TO CL REMAINING SWITCHES . . . . . . . . . . . .48" TO CL I \ WALL OUTLETS. . . . . . . . . . . . . . . .16" TO CL 1 BATH VANITY BRACKET OUTLET 12 (1" ABOVE TOP OF MIRROR). . . . . .B$' TO CL ' WATER SOFTENER AND SUMP OUTLETS 48' TO CL j ° TELEPHONE OUTLETS. . . . . . . . . . . . .16" TO CL i TELEVISION OUTLETS. . . . . . . . . . . . .16" TO CL EXERIOR GFI OUTLETS. . . . . . . . . . . .16" TO CL j GARAGE GFI (ABOVE GARAGE FLOOR) 48" TO CL z FRONT DOOR COACH LIGHT. . . . . . . . .84" TO CL a F GARAGE DOOR COACH LIGHT, (ABOVE GARAGE FLOOR) . . . . . . .84' TO CL 15 z DINING AND BREAKFAST FIXTURE . . . . .64" TO BTM 4 OF RxTURE VE 2 FOYER AND STAIRWAY FIXTURE . . . . . .86" TO BTM a OF FIXTURE THERMOSTAT. . . . . . . . . . . . . . . . .54' TO CIL v DOORBELL CHIMES. . . . . . . . . . . . . .84" TO CIL x o � a o DOORBELL BUTTON. . . . . . . . . . . . . .LEVEL W/ DR HANDLE ' . KITCHEN WALL HUNG MICROWAVE Y OUTLET . . . . . . . . . . . . . . . . . .76' TO CIL + �' KITCHEN DISHWASHER RECEPTACLE UNDER SINK KITCHEN RANGE . . . . . . . . . . . . . . .24' TO CIL vIF KITCHEN REFRIGERATOR. . . . . . . . . . .48" TO CIL WASHER/DRYER OUTLET. . . . . . . . . . .48' TO CIL LL � a sm 61 • JOB NO. 04-B1-0042 CL = CENTER LINE 1 = FIELD VERIFY HAWKINS 2 = MASTER BATH STANDARD 30" HIGH VANITY TO BE RAISED 4" FLOOR ELECTRIC- S N SHEET SECONDGODLVELEoND ELECTRI &PLANE1 .2 SCALE: 1/4"=l'-Om ELECTRICAL KEY SINGLE POLE OUTLET DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER WP WEATHERPROOF DUPLEX OUTLETrs 8 8 GFI GROUND-FAULT CIRCUIT-INTERRUPTER 13 DUPLEX OUTLET I La HALF-SWITCHED DUPLEX OUTLET U- s $ SPECIAL PURPOSE OUTLET/JUNCTION BOX L Z: DUPLEX OUTLET IN FLOOR 220V 220 VOLT OUTLET ® OVERHEAD DUPLEX - WALL SWITCH 3 THREE-WAY SWITCH o q �-4 FOUR-WAY SWITCH r h^-R RHEOSTAT SWITCH DM DIMMER SWITCH O REINFORCED JUNCTION BOX `\ -I- CEILING MOUNTED INCANDESCENT LIGHT FIXTURE I - / LIGALL HT IFIXTURRE INCANDESCENT CATHEDRAL CATHEDRALDATA � �} RECESSED INCANDESCENT LIGHT FIXTURE 00 RECESSED ADJUSTABLE EYEBALL • INCANDESCENT LIGHT FIXTURE L) - - INCANDESCENT LIGHT FIXTURE !I PC WITH PULL CHAIN EXIT LIGHT WP � PH � EMERGENCY LIGHT W BRACE FOR CHANDELIER TV FLUORESCENT LIGHT FIXTURE 4 MOM FLUORESCENT LIGHT FIXTURE i TILE o CATHEDRAL CATHEDRAL WITH PULL CHAIN w ie I � TRACK LIGHT �--f CARPET Q Q EXHAUST FAN (VENT TO EXTERIOR) N EXHAUST FAN/LIGHT COMBINATION ro .. (VENT TO EXTERIOR) o e EXHAUST FAN WITH HEAT LAMP g,W all (VENT TO EXTERIOR) to CHIMES 00 N lla I _ _ — r� 9 �P8 `1- " — — — PUSHBUTTON SWITCH o� � - r i 1 r Q SMOKE DETECTOR $ o i 'F i ® HEAT DETECTOR a s CO2 DETECTOR II y 1 4 r \` r j TQ THERMOSTAT Q SPEAKER U__J--- TIL I b PHONE (1-CAT3) ^ r r i G l CARPET i M DDC (I-CATS, 1-RG6) FI ± JILL r ® MDC (2-CATS, 2--RG6) ELECTRIC METER ELECTRIC PANEL -- - - - - - - - .� _.._ .. � _ — FI - 1 TIL — �' CEILING FAN ,r (PROVIDE ADEQUATESUPPORT) S CARP T ' - o ��� CEILING FAN / LIGHT PREMARE �-- - If/ TILE (PROVIDE ADEQUATE SUPPORT) CARPET FcH I ARPET CARP TILE — -- _T -i L TIL , --- z r RPE i ELECTRICAL NOTES: ¢ O T i i y I r [Na1f~ clrac] ct WE U I ` i_-_ PROVIDE AN INSTALL LOCALLY RED BY NATIONAL 5MOKE _ _ DETECTOR REQUIRED NAL FIRE � -_ � � � � PROTECTION ASSOCIATION NFPA AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES __ PROVIDE AND INSTALL GROUND FAULTa3 I —I— I 2. CIRCUIT-INTERRUPTERS (GFI) AS REQUIRED BY H- NATIONAL ELECTRIC CODE (NEC) AND MEETING ([i) VV 0i THE REQUIREMENTS OF ALL GOVERNING CODES. y y C ELECTRICAL CONTRACTOR TO PROVIDE REQUIRED H i 0 3. DIRECT HOOK-UPS/CUTOFFS. PFt> �\ ` ___-� 0 HVAC CONTRACTOR TO VERIFY THERMOSTAT 1 r 4• LOCATIONS. ALL ELECTRICAL AND MECHANICAL EQUPMENT (I.E. MDC i 5. FURNACES, A/C UNITS, / ELECTRICAL PANELS PB TVy r SANITARY SUMP PITS, DRAIN TILE SUMP, AND WATER HEATERS) ARE SUBJECT TO RELOCATION \ G1=1 DUE TO FIELD CONDITIONS. VVP i ELECTRICAL DEVICES: MW FINISHEd FLDOR: ---------- -------------- -- -------------- FOR GARAGE SWITCHES OVER COUNTER. . . . . . . . , .48" TO CL DOOR OPENER y r = — 1 WALL OUTLETS OVER COUNTER. . . . . , .48" TO CL k � REMAINING SWITCHES . . . . . . . . . . . .48" TO CL L — -- J " I WALL OUTLETS. . . . . . . . . . . . . . . .16 TO CL / BATH VANITY BRACKET OUTLET (1" ABOVE TOP OF MIRROR). . . . . .88" TO CL 1'2 r WATER SOFTENER AND SUMP OUTLETS 48" TO CL TELEPHONE OUTLETS. . . . . . . . . . . . .16" t0 CL TELEVISION OUTLETS. . . . . . . . . . . . .16" TO CL EXERIOR GF1 OUTLETS. . . . . . . . . . . .16" TO CL \\ / GARAGE GFI (ABOVE GARAGE FLOOR) 48" TO CL ® x i FRONT DOOR COACH LIGHT. . . . . . . . .84" t0 CL 01 GARAGE o a n GARAGE DOOR COACH LIGHT, 4 e- -------------------------� r \ // GFI (ABOVE GARAGE FLOOR) . . . . . . .84" TO CL �° 2 a / DINING AND BREAKFAST FIXTURE . . . , -64m TO BTM \ / OFFIXTURE ° " d / FOYER AND STAIRWAY FIXTURE . . . . . .96" TO BTM 2 - d \ / OF FIXTURE THERMOSTAT. . . . . . . . . . . . . . . . .54" TO CL Itn � DOORBELL CHIMES. . . . . . . . . . . . . .84" TO CL o DOORBELL BUTTON. . . . . . . . . . . . . .LEVEL. W/ v tt e a; : e' ,. '4; DR HANDLE �. Q: a41KITCHEN WALL HUNG MICROWAVE " OUTLET . . . . . . . . . . . . . . . . . .76" TO CL W r KITCHEN DISHWASHER RECEPTACLE UNDER SINK 1 " : , • 4. ms KITCHEN RANGE . . . . . . . . . . . . . . .24" TO CL d4 4 KITCHEN REFRIGERATOR. . . . . . . . . . .48" TO CL :, E o ..e O :.,.� O t 4 d d ad' a WASHER/DRYER OUTLET. . . . . . . . . . .48" TO CL a a: a a 4 • JOB NO. 04-81-0042 4 C e e Y ;e •e d :a 4 p O 4 a d a• a a e: a C d 4. V - C ' eA 4 CL s CENTER LINE " 4 . A. �' ° 1 = FIELD VERIFY HAWKINS 2 = MASTER BATH STANDARD 30 HIGH .•o. - .e e C .. e d •e 44 A A - 'd - - 4 - e• Q a C .4a VANITY TO BE RAISED 4" d' e SHEET TITLESHEET MAIN FLOOR MAIN F ELECTRICAL �C�CAL�� PLAN E1 .1 SCALE: 1/4"=I'-O" lei i N s 'p �j. � W L G C 0I At 5 1� �Q 4 7 T T e � L BOBBINS 1 X 4 � C!} 2'-9" 2'-9" me . [ w 2X4 - � " REMOVE AS NECESSARYNINE FOR ELECTRICAL OUTLET C! a N - - - - 40.5cc I1 -1 , c") N � ~ � 224 n ova1�1 EQ) 000 � m � __ co 40.5" KNEE WALL DETAIL Q� o O 100 00 \ 1 m rn MI N N p N1 f 1 11 1 If �'-011 2 -611 2-� 2 -6 � BAT 2 BATH3 LAUNDRY CABINETS MASTEReBATH- " . " d� SCALE: 1/2 =1 -0 SCALE: ]/2"=1'--O" SCALE: 1/2"=V-0" SCALE: 1/2"=l'-O" • �11� cis ;=04 c1d 31-011 21.6If 31-011 31-x]J11 21-011 V 1,] J 21-011 co _ P co co — — — — — _ r- - - C.? z cm c%j cm cm uj E % I � � R OU CD C.0PLC) c:I COLj CO bo m « i co c� - - !. dLLa I fl f II 1-011 3-� ,0 ■ JOB NO, 04-81-0042 HAWKINS KITCHEN ELEVATIONS SHEET TITLE SHEET SCALE: 1/2"=1'--0" FE E�VA771ONS A2.6 - EXTERIOR ELEVATION NOTES z i [NOTE-EX ELEV a i.6 1. GRADE CONDITIONS MAY VARY FOR INDIVIDUAL SITE g TE FROM THAT SHOWN. _ BUILDER SHALL VERIFY AND COORDINATE 'a PER ACTUAL SITE CONDITIONS. �. 2. PROVIDE ROOF AND SOFFIT VENTS AS REQUIRED BY CODE AND MANUFACTURERS SPECIFICATIONS. ASPHALT SHINGLES(TYP) 00 N N N C� O r r r 4"FF EIZE(TYP) — co FF ELEV 9'-1 1/8" 9'-1 1/8" FF ELEV L 4"TRIM(1YP) LAP SIDING(TYP) ■ w 12 8— IT"ie po FF ELEV 0'-0" 0'-0" FF ELEV PLT HGT 9'-1 1/8" 9'-1 1/8" gLT HGT 00[M1 n ��N 16'KNEE WALL a aLl ; FF ELEV 0'-0" 0'-0" FF ELEV GRADE dGRADE REAR ELEVATION- SCALE: 1/4!'=l'-O" Q� 12 a3 �8 L ASPHALT SHINGLES(TYP) 4"FREIZE(TYP) FF ELEV 9'-1 1/8" PLT HGT 4"TRIM LAP SIDING(FYP) FF ELEV 0'-0" 0'-0'" FF ELEV PLT HG W-1 118" 9'-1 1/8" LT HGT ® z W a 10X ROUND COLUMNa .m 18"KNEE WALL---,. FF ELEV 0'-0" 0-0 4 - N GRADE ot djpRADE i►;:. o o aLL4 LEFT E • JOB NO. 04-B1-0042 SCALE: 1/4"=1'-0" HAWKINS SHEET TITLE SHEET °"N A2.5 L EXTERIOR ELEVATION NOTES 3 [NOTE-EXTELEV] 1. GRADE CONDITIONS MAY VARY FOR INDIVIDUAL SITE FROM THAT SHOWN. _ ASPHALTSH(NGLES(TYP) BUILDER SHALL VERIFY AND COORDINATEPER ACTUAL SITE r _12 2. PROVIDE ROOF AND SOFFIT CONDITIONS. T2S T REQUIRED BY CODE AND MANUFACTURERS 8 SPECIFICATIONS. 4"FREIZE(TYP) FF ELEV 9'-1 1/8" 9'-1 1/8" FF ELEV ti N dw w r» DOUBLE CRICKET 4"TRIM(TYP) LAP SIDING(TYP) 0 FF ELFV0'-0" W-0" FF ELEV PLT HGT 9'-1 1/8" 9'-1 1/8" deLT HGT w � WQ 10"ROUND COLUMNS LUa� LL ti ti FF ELEV- 0'-0" ull 0'-0" FF ELEV 8 cl v GRADE GRADE baa FRONT ELEVATION- SCALE: 1/4"=V-0" ct ASPHALT SHINGLES(TYP) 4"FREIZE(TYP) ct 00 FF ELEV 9'-1 1/8" 9'-1 1/8" FF ELEV 4"TRIM(TYP) LAP SIDING(TYP) FF ELEV 0'-0" 0'-0" FF ELEV Nw PLT HGT 9'-1 1/8" 91-11/84 LT HGT Q H+ 1W KNEE WALL x FF ELEV 0'-0" 0'-0" FF F=LEV x o GRADE A�, GRADELL a1� RIGHT ELEVATION SCALE: 1/4"=1'--0" ■ JOB NO. 04-B1-0042 HAWKI NS SHEET TITLE SHEET FRONT&RIGHT UVA BONS A2.4 tr 2,4 L .r� g9 T T � B �. ei r---------------w--- ----------------- I + I I I I I w 8:12 8:12 ~ I 1 i -------------------------------------- MIS � r ' I r W IIF.�...1. I 1 0 8:12 8:1 j i 2 (" V) I ------------------------------ Lu 93 1 t � I 1 w I I I I i m I I I g cd I I �• 8 I a o LL I j �m a y72 C4 I m 04 i a .L I do �. I a a I I I I I I 4 ao I 04 AD.z 000 8:12 1 I 1 t 1 1 ` RIDGE I I I I of I 1 I co I I I RIDGE ct I Z\ f ~Q RIDGE N T I CID I � 1 t 1 Ict 1 t 1 I I j I 1 I 1 I 1 I I hj I A N 8:12 I 1 I 1 I I I I I 8:12 1 + I I I I I I 1 I LT-1 k✓�` I t 8:12 I 1 t I I I I 1 1 1 i FINK ATTIC TRUSSES 1 I ; ENGINEERED FOR I ° DOUBLE i LIGHT STORAGE L-----------u+ ------ -- CRICKET I 1 c08:12cw7 i z I $ I I I I I I It 8:12 8:12 u I i � a � t (� ate ° aMa ROOF PLAN- SCALE: 1/4"=1'-0" JOB NO. 04-B1-0042 HAWKINS SHEET TITLE SHEET ROOF A2.3 L .� MAIN FLOOR NOTES _ LNOTEJLOORIm g z 1. WINDOW GRILLS ARE STANDARD IN FRONT AND SIDE ELEVATIONS AND REAR _g r ELEVATION TO BE CLEAR GLASS. § T -- 2. ALL UN-DIMENSIONED PARTITIONS ('{`'I` ) � TI; 81 ARE 3 1/2" ROUGH. o $ m " 3. ALL ANGLED PARTITIONS ARE 45 E' DEGREES UNLESS OTHERWISE NOTED. 4. PROVIDE MINIMUM 2-202's w/ 1/2 $ $ a PLYWOOD FLITCH PLATT: AT ALL EXTERIOR lei WALL OPENINGS AND INTERIOR BEARING WALL OPENINGS UNLESS OTHERWISE NOTED. r 5. 3-20's MIN. AT EACH END OF ALL BEAMS AND GIRDER TRUSSES UNLESS OTHERWISE pg�• NOTED. ALL SUCH CONCENTRATED LOADS SHALL BE TRANSFERRED TO FOUNDATION $ $ VIA BEAMS, POSTS AND/OR SOLID N q 17 4� ol 4.7. 11-3/ BLOCKING. 6-T 5'-82" Z-110" 2'-10%" 4420 FX TRAPAZOIp 6• ALL EXTERIOR DIMENSIONS ARE TO FACE o OF STUDS UNLESS OTHERWISE NOTED. 9 7. ALL TRUSSES TO BEAR ON EXTERIOR a r@78"AFF WALLS AND/OR GIRDER TRUSSES UNLESS - OTHERWISE NOTED ON FOUNDATION PLAN. — — -- — — — -- -- RIS — — 8. TRUSS MFG. TO SIZE MEMBERS, FASTENERS, HANGERS & SET SPACING FOR ALL ;17 HANGERS (2)4068 9. WINDOW SUPPLIER TO VERIFY AT LEAST ONE WINDOW IN ALL BEDROOMS TO HAVE A CLEAR EGRESS OPENING OF 5.7 SQ. FT. » w N ¢ WITH MIN, DIMENSION OF 24" IN HEIGHT AND 20 IN WIDTH; SILL HEIGHT NOT GREATER THAN 44" ABOVE FLOOR. [� BEDROOM 4 10. BALLOON FRAME ALL EXTERIOR WALLS os 9' CLG. (ABOVE 8'-1") TO UNDERSIDE OF ROOF w � f'r l a 10'-8' x 10'-6" SHEATHING - PROVIDE FIRESTOPPING Fil EVERY 8'-0" VERTICALLY IN WALLS > 8'-1". 11. ALL HANDRAIL BALUSTERS TO BE CD SPACED SUCH THAT A 4" SPHERE CANNOT a PASS BETWEEN BALUSTERS. 12. ALL ELECTRICAL AND MECHANICAL "N -5Y2 10'-0y" P�� 2668 EQUIPMENT & METERS ARE SUBJECT TO , N U RELOCATION DUE TO FIELD CONDITIONS; // �. CONTRACTOR TO VERIFY. C, 13. FOR ADDITIONAL NOTES SEE GENERAL NOTES ON TITLE SHEET & DETAILS. ,0 �- 7 2" 2'4" ILL14. TYPICAL WINDOW HEAD HEIGHT SHALL BE g ti 2868 "' ¢ 96 ABOVE FINISH FLOOR O.N.O. . cm O N17 IISES O N17 I$ S =� ( ) r, 4 "PEER 15 " cn 15. WINDOW MANUFACTURER TO TEMPER ALL „ 4 P R IS Y� WINDOWS 2' WITHIN DOORS, OVER TUB & w '-10 2 SHOWERS 7 WINDOWS WITCHING 18" OF THE & r R/S— — — OPEN HANDRAIL FINISHED FLOOR. a- z BEDROOM 3 i i� z � I I� =� 2068 2468 G. 10'-7" x�1'-11" i q (2)2068 IF 2668 K, 0 ao 18" to _D/S 2'-i l" 3'5 1'8` 3'-T 1'-t0" g�' 2" i --- I D/S i i (L Y(12)1468 �/co I BEDROOM 2 2468 PKT w5 CATHEDRAL,CLG- 1'-11" 3'-10" 11'-4" 9-8 LTJ oT� 00= 1 b I I ( I I LiIL I I I , I i r. I 1 4020 SLIDER @84"AFF C73 I N I (2)SH 3050 441" 3-4" 4'-3�" -6■ 2'-11y' S•_3" 5'-7, 084"AFF 5'-5�" X-3" a PLAN r oNOTE : AREATAB LATIN a ALL DOORS TO MAIN FLOOR PLAN 1 462 SQ.FT. U SECOND FLOOR 725 SQ.FT. C3 HAVE 4- 1 /2" RETURNSY TOTAL A/C AREA 2187 SQ.FT. FRONT PORCH 166 SQ.FT. LANAI 124 SQ.FT. ` m E aria GARAGE 437 SQ.FT. ■ JOB NO. 04-81-0042 TOTAL AREA -2914 SQ.FT. HAWKINS SECOND FLOOR FRAMINGSECOND FLOOR PLAN PLAN- SCALE: 1/4"-1'—O" SCALE; 1/4"-1'--0" SHEETTM-E SHEET SECOND LEVEL FLOOR PLAN A2.2 j 1 MAIN FLOOR NOTES NOTE..-FLOOR 1§ 1. WINDOW GRILLS ARE STANDARD IN FRONT ' AND SIDE ELEVATIONS AND REAR a ELEVATION TO BE CLEAR GLASS. ',s W 40'0' 2. ALL UN-DIMENSIONED PARTITIONS 13'-0�" 12'��" 14'8' ARE 3 1/2" ROUGH. g gs 3. ALL ANGLED PARTITIONS ARE 45 a t! DEGREES UNLESS OTHERWISE NOTED. 4. PROVIDE MINIMUM 2-2x12's w/ 1/2" 6'��" 4�-7 2" 9�-4" a'-4" 5''8" 3'-a' 10 5'•8" PLYWOOD FLITCH PLATE AT ALL EXTERIOR0" 4!-2" 3'0" 4�-2" 0' 10'SQ FRAMED WALL OPENINGS AND INTERIOR BEARING COLUMN(TYI WALL OPENINGS UNLESS OTHERWISE NOTED. -_________� L=====___-= 5. 3-2x4's MIN. AT EACH END OF ALL BEAMS 1 1 I I 18"KddEEWALL 1 1 AND GIRDER TRUSSES UNLESS OTHERWISE 11 11 FORGREENED 11 � 1 I (2)SH3060 NOTED. ALL SUCH CONCENTRATED LOADS 1 1 i 1 I ENCLOSUREI I @gp"AFF SHALL BE TRANSFERRED TO FOUNDATION I I i 1VIA BEAMS, POSTS AND/OR SOLID q 11 II II I II I I ¢ 1 1 1 1 CATHEDRAL CATHEDRAL I BLOCKING.LANAI 6. .- .- ALL EXTERIOR DIMENSIONS ARE TO FACE 13'-5' IgG. i (2)SH3a6a OF STUDS UNLESS OTHERWISE NOTED. 8 8 "I x 9'-6" @90 AFF I 7. ALL TRUSSES TO BEAR ON EXTERIOR II ii I I WALLS AND/OR GIRDER TRUSSES UNLESS I I [9 OTHERWISE NOTED ON FOUNDATION PLAN. I 1 i i I MEMBERS MAST I R SUITE ui ~ s HANGERS & SETUSS MFG. TOS PIZE ACING FOR, ALL FASTENERS, I I CATH" RAL PLG 9. 9. WINDOW SUPPLIER TO VERIFY AT LEAST 0 I a TRUSSES. 6066 SLIDING GS5 DOOR � 14--1 x 17-0 ° ONE WINDOW IN ALL BEDROOMS TO HAVE -+ NOOK I •- A CLEAR EGRESS OPENING OF 5.7 SQ. FT. » CDW CATHEDRAL WITH MIN. DIMENSION OF 24" IN HEIGHT AND o CATHEDRAL CATHEDRAL CLO LIJ 20 " IN WIDTH ; SILL HEIGHT NOT GREATER 12'-0" x 10-1 I THAN 44" ABOVE FLOOR. mo ov I 10. BALLOON FRAME ALL EXTERIOR WALLS G REAT Roots " I SHEATHING - PROVIDE FIRESTOPPINGSIDE OF OF r T 1 Q 40.5 h wau F+� CATHEDRAL CLG- w/i5"BAR I EVERY 8'-0" VERTICALLY IN WALLS > 8'-1". 12-9 x 18-4' " ' " w TOPABDVE I I1. ALL HANDRAIL BALUSTERS TO BE ^, I SPACED SUCH THAT A 4" SPHERE CANNOT _ -WWW ------------- PASSBETWEEN BALUSTERS. i I Nill � 118^B 42"BC ` -�1 - - - ~ 1 `` -- - - - - 12. ALL ELECTRICAL AND ECHANICAL - - - 8'S(]COLUMN TO CLG. ` �a���L�LG.__--.-_______ EQUIPMENT do METERS ARE SUBJECT TO5'-9. 4'-61 " 1/ � ---_ --------------7,-3 --_____� ,1t�" � -- i -- r 1+ �" 1LS IL) PLANT bHELF FRO CANTILEVERED RELOCATION DUE TO FIELD CONDITIONS;1I 'p36"h KNEE WALL HEADEk LEVEL V-1 1/2" CONTRACTOR TO VERIFY. 3 •( - - - - I 13. FOR ADDITIONAL � `� �D. _� n o 1 _ _ RANGE NOTES SEE GENERAL I 1 -�-- I I I NOTES ON TITLE SHEET & DETAILS. W F I I on w/MICRO " I I W ti 1 4 I o u `� 24 1 14. TYPICAL WINDOW HEAD HEIGHT SHALL BE ti 1 f p I I DI _-�j KITCHEN HOOD 0 I Des I ° I 1 J 9s" ABOVE FINISH FLOOR (O.N.O.). ° 1 - :01 9 CLG " 1 v i w S m U. 15. WINDOW MANUFACTURER TO TEMPER ALL N I I 1 1 ? 1t°I ---- 12'-0" x 11 -4 1 x 24"x 36"OPG.I m a ¢ L v u -- 1 ---- 1 1 1 O _, o " WINDOWS 2 WITHIN DOORS, OVER TUB "1 2868 PKT 84 AFF 1 o " .. 24"D 36 IBCMPERED G 1 = m SHOWERS 7 WINDOWS WITCHING 18 OF THE _ I I _ i (CLEAR) I U FINISHED FLOOR. a s c - � �._� 1 I __ _ $D /1 1 I pt 1 a i( i LS I i i 2868 2 68 SQ. ��_--_/ ------- I - --•� - - - - - - - - - - - con � 8-1t:_ ¢.,�.........,.�-. _. � 2468 PKT �LL o c%� i -1 Q I , i w J 1 OHC 1 I N `N - -- I 0 a - - - _� -- -- ''�� o "N WALL TO 8'-V - - - o m@ o . 3-7 � a PLANT SHELF aQ8`-0" PLANT SHELF @8'�" /X7 OPEN HANDRAIL ; BYPASS ENCLOSURE 4VERIFY SIZE WITH 0 2868 I SUPERINTENDENT �g �--- �••r 2dB8 PKT 1 SHOE I I I 2 6 WRAPPED FISP i i I I I iLl L OPO. T I a BATH 2 e m� WIC 1 VI I l CL . "r__- ao 9' CLG- 51 ©� 9 CLI. -4 -6 i m 26$$ I - - I WRAPPED 1 l _ 11 I `-- RIS t-- -- I • �� 1 " " 1 FOYER I - -_- JL 1 COMPRESSOR CATHEDRAL CLG. Io ----� 11- 5'-8" I I� MVAC i t WH HB 2"0" 4'4" 5'-9" 2'-i0" 1=5" 3=8' �------� T•110 C�3 1 10 9 OFFICE/DEN 9 CLG. 1 3 w L ll'-4" x 14'--0" I I I I 1 I 1 I I ENTRY CATHEDRAL CLG. _________________________________---______-- --____ ___..-._ _ 8'-7" x 8'--8" r PUILI.DOWN _ GARAGE TSC AccEsslui o (2)SH3060 r 9» CLG. L Q90"AFF 19-5 x iIo 1 1 r 1 I � 1 \ / El 1 � / ___-_ __ _ Q__ _______________ -II \ , d •4 \ / ° 44 44 e a a a. t/ IT7a - .4. .4 e a n : a bk Ilk °' 4 d 164X T OGC,�IIlk 4 a e 4 n a .� 0 d d . 4 01 cid e 4 d� d v 4_ 4' e e °� a 6' 4: 4. x r 4- a'-3 1 " .p ! 4 4: 4 .Q v +! 4 d• _ d• p a-a 3'-a• a-0 1a=a". a 10'-0'. 4 a 8-4�" 11'-7 " a- a e o r-i2 ° a 4.- e ° e 4: a 60 ¢ .4• 40,-0" <a d o e4e d' 4 d e 4 4 e a de. d 4 e v 4 •4. 4 de d d4• p 44' O o ° A ° Q, 4 47 e _ e 4 0 u Q+. A ° a• 4 e v v 4 d 4 e qq . G 4' 4 4 d d 4 a $ . A 4 A TABULATION f r Jw .o V ° •4.• 4 e . d v a• e a 4: ° 4 e 4 pit lA 9� O d d d 4• . . 4 d a �. 4• d v 'I 4• o ° e d ' a d • v v v . . d v d d 4- e e v d• °'° _ 4 q e' .4 _ e.' a e e d .4. _ ° d e e. 44 d 44 ° M AIN' dF OOR PLAN 1462 SQ.FT. ,;_, ' N 4• 4 .4. '-d 4 d O _ a 4 4 -O .4 4 4 •° o 4 :� ° a 44 4. _ , d 4 4 °a 4 FLOOR 725 SQ.FT. q 4 4 b 4 d4 e. d 4• [p e 4 4 NOTE : e �••• a nom.LL a TOTAL A/C AREA 2187 SQ.FT. FRAMINGPLANDOORST FLOOR PLAN FRONT PORCH 156 SQ.FT. JOB NO. 04-B1-0042 ALL � SCALE: 1/4"=1'-O" SCALE: 1/4"=1'--0" LANAI 124 SQ.FT. HAWKINS 4- 1 /2" RETURNS GARAGE 437 SQ.FT.HAVE SHEET TITLE SHEET , WN FLOOR TOTAL AREA 2914 SQ.FT. PLAN A2.1 L .� r m , Periods only used on one word abbreviations, if the abbreviation4 $ is a different word by itself; e.g. ARCH., BIL, and LAM. SHEET INDEX I $ GENERAL NOTES 4D ABBREVIATIONS Periods are usually used when abbreviating multiple words, unless they o I� are very common without periods; e.g. AFF, HVAC, R/A, and WWM. 1ILL '9 A A.B. ANCHOR BOLT F FAS FASTEN{ER) P BOA PAR PARALLEL ARCHITECTURAL 1. All work performed shall comply with all applicable Local and State Bulr9ng coder, S. SIDINQ ti AOOFIN4 ABV ABOVE F.B. FACE BRICK P.BO. PARTICLERD Ordinances,and Regulations and all other authorities haft Jurisdialon. Arc AIR CONDITIONING F.B.O. FURNISHEDBYOTHERS PG.CONC. PRECASTCONCREtE A0.0 COVER SHEET ACC ACCESS F.D. FLOOR DRAW P.E. PORCELAIN ENAMEL A. Vapor Barrier shall be applied on all exterior walls. install as per manufacturer's AC.T, ACOWSTK)ALTILE(CLG) F.E. FIRE EXTINGUISHER PED PEDESTAL(SINK) requirements. AFF ABOVE FINISH FLOOR F.F. FINISH FLOOR"M PERI PERIMETER A.D. AREA DRAW F.Q. FIXED GLASS PKG PARKING A1.1 INDEX, ABBREVIATIONS, SYMBOLS AND 2. Minimum Design Leads: B. Install 815(min.)fail under as shingles. ADD ADDENDUM FGL 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 PLASTER No staples allowed. AG(G AGGREGATE FLR FLOOR(NO) PNL PANEL � 4 ROOF: 40 P.S.F.Live Load A.H.U. AIR HANDLING UNIT FLUR FLORESCENT(LIGHT) PNT PAINTED) 10 P.S.F.Dead Load D. Flash all roof to wall conditions, ALT ALTERNATE FN FENCEPR PAIR(QF) LAYOUT ALUM ALUMINUM FND FOUNDATION PREFAB PREFABRICATED A.P. ACCESS PANEL F.O. FACEQF PSF POUNDS PER SQUARE FOOT Verity FOUNDATION PLAN e m Verity design loads with local Building codes and conditions.Refer to Structural E. Gutters to be 5'(min.).27 gauge aluminum with baked enamel finish. Downspout to be 41 APX APPROXIMATE FP FIREPROOF PSI POUNDS PER SQUARE INCH /� Z Engineering for all structural details,specifications,and notes. .20 gauge aluminum With baked enamel finish. ARCH. ARCHITECT(URAL) FPH$ FIRE PROOF HOSE BIBB PTN PARTITION A2.1 MAIN FLOOR PLAN Ir ASPM ASPHALT FPL FIREPLACE P.T. PRESSURE TREATED(WOOD) A.T. ASPHALTTILE FR FRAME(0)(ING) PV PAVE(D)ORPAVWG A2,2 SECOND LEVEL FLOOR PLAN `. 3. CONCRETE e. INSULATION AUTO. AUTOMATIC FS F'ULLSRE PVC POLYVINYLCHLORIDE(PIPE) AVG AVERAGE FTG FOOTING PVMT PAVEMENT A2.3 ROOF PLAN AWNG AWNING FUR FURREO(ING) PWD PLYWOOD A. Foundation types and designs may vary with the individual pertinent sells cerAtions on A. Provide A-11 (Min.)batt insulation in all exterior walls and R-19(minimum)blown Insulation FRONT & RIGHT ELEVATIONS Cl) G.G.ach 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 w to unheated Bab 36'WIDE BASE CAB, C GA GAUGE O.T. OUARRYTLE A2.4 where inadequate soils or landfill occurrences require special or additional design for spaces,plus R-19 at exposed floors. All insulation to met HUD minimum property specs. BD BOARD G. GYPSUM(WALL)BOARD a Z structure or gas mitigation due to two oocurrences. R-11 baits at fireplace chase walls and underfireplaoe Unit; OF 91-FOLD(DOOR) G.C. GENERAL CONTRACTOR R RISER(ON STAIRS) A2.5 REAR & LEFT ELEVATIONS BIT. BITUMINOUS GO GRADEORGRADWG R FUA RIETURNAIR 0 W BLKG BLOCKING G.D.O. GARAGE DOOR OPENER R.B. RUBBER BASE A2.6 INTERIOR ELEVATIONS BLDG BUILDING OR GROUND FAULT INTERRUPTER RAD RADIO SLK SLOCK(CMUs) GL GLASS OR GLAZING RBL RUBBLE B. All design,revisions,engineering,Installation and liability of sol conditions,gas mitigation BLKG BLOCKING GL SK. GLASS BLOCK R.D. ROOF DRAIN and structural designs due to Inadequqte soils or landfill occurences shat be the BM BEAM G.L GALVANUED IRON REFR REFRIGERATOR ... r � responsibility of the'Builder-Developer'or It's subcontractors Insrohred with the design and 7 DRYWALL B.M. BFNCH MARK QT GROUT REO REQUIRED ELECTRICAL V ) Installation of such;and the Architect shall not be held liable or responsible for their BP BI-PASS(DOOR) RES RESILIENT Implementations. A. All walls to haveW gypsum and all ceiling tpsum Jr celllntg board unless BRG BEARING 42•H 42'HIGH(WALL) REV REVISION(S).REVISED BRK BRICK H HB HOSEBGB RRFORCED(WG) E1.1 MAIN FLOOR ELECTRICAL PLAN - noted otherwise. � B.S. BOTH SEES H.C. HOLLOW CORE RFO RFG ROOFING BSMT BASEMENT HO HEADORHARD R.J.B. REINFORCED JUNCTION13O% B. Use water resistant gypsum board for exposed walls and ceiling at shower and tub wall BTM OR BOT BOTTOM H.D. HEAT DETECTOR OR HEAVY DUTY RLG RAILING E1.2 SECOND LEVEL ELECTRICAL P LAN C. Contractor shall be responsible for size,location and Installation of revised steel relnfardng areas receiving fllberglass enclosure. BTWN BETWEEN HDR HEADER R&M RANGE Wi MICROWAVE per local codes or specific sail conditions,whichever Is more restrkxlve. BVL BEVELED HOW HARDWARE RM ROOM B.W. BOTH WAYS HOT HEIGHT R,Q, AOUGHOPENWG e. INTERIOR TRIM AND FINISHES to be selected by contractor. CAR CABINET H.M. HOLLQIN METAL R.O.W. gIGH70F WAY H.M. HORIZONTAL RIS ROD AND SHELF(S) g D. Sail test must be approved by Geo technical Engineer prior to looting pour. C C.B. CATCH BASIN HR HOUR 9. OOOItS&WINdDwS CER ��T H.R. HALF ROUND(WINDOW) n SC SOLID CORE(DOOR) DETAIL SHEETS HIS HORIZONTALSUDER a SCH SCHEDULE rrr333 OF CUBIC FOOT HTO HEATING SO SMOKE DETECTOR � R E. All concrete footings are designed to bear on minimum soil pressure of 3000 p.s.f.and CRAM CHAMFER HVAC HEATINGNENTI.P.ITN(GIAIR COND. SEC SECTIONAD.1 WALL SECTIONS/FOUNDATION DETAILS shall be placed on firm,undisturbed soil 3'-6'minimum below grade. Contractor to A. All patio doors-operable leaf inside. C.I. CAST IRON HWO HARDWOOD(FLOORS) S.F. SQUARE FEETm ti LL reinforce concrete footings and poured concrete walls as required for spedf(c sell conditions C.LP.CONC. CAST WPLACE CONIC. AD.2 ROOF D ETA I LS o, SFAL. SAFETYGLASS c or local codes,whichever,is more restrictive. B. Door and window Infiltration shall be in accordance with kg w oldIinance and sha0 meet CIA CIRCLE LB. IRONING BOARD S.O.D. SLIDING GLASS DOOR nc M performance standards ANSUAAMA 101-88 for metal wi(xlows DH-C40 for vinyl Windows CIRC CIRCUMFERENCE I.D. INSIDE DIAMETER SH SINGLE HUNG OR SHELF(VING) AD-3 MISC DETAILS and the CRF shall not be less than 55. CJ. CONTROL JOINT OR CONSTRUCTION JOINT I.L.O. IN LIEU OF SHT (DRAWING)SHEET re C4 CK CALK(ING)CAULK(WG) I.M. INSULATEDMETAL SHTHG SHEATHING AD.4 MISC DETAILS 9 F. All Concrete shall attain a 28 day compressive strength of 3.00D p.s.i. i CL CLOSET OR CENTER LWE INS OR W5UL INSULATED(TION) SIM SiMIWR � .. CLO CEILING INT INTERIOR SKL SKYLIGHT AD.5 MiSC DETAILS CUR CLEARANCE) SL SIDELIGHT OR SLEEVE S 5 o C. Provide insulating double glazing at all exterior glass areas and tempered glass In all sliding G. Provide minimum 4'concrete cover at under slab utilitylass doors and in windows as locations. When concfete CLS CLOSURE OR CLOSER(DOOR) JST JOIST(FLOOR OR ROOF) SNT SEALANT IL g local codes. a CM CENTIMETERS) J JT JOINT SPO SPACER encasement of Willy lines is required,Increase slab thickness at the utility line. Install CMU CONCRETE MASONRY UNIT SPEC SPECIFICATIONS utilities lines Well below Slab. C.O. CASED OPENING KO KNOCKDOWN(CEILING) SPK (AUDIO)SPEAKERS) D. Caulk at all sash,,sliding glass doors,entrance doors and'bottom plates(all skla of COL COLUMN K KIT KITCHEN S.ST. STAINLESS STEEL openings)and head flash all windows and doors. COMB COMBINATION KO KNOCKOUT STD STANDARD H. Provide(solation joint material(asphalt Impregnated)between foundation walls and all slabs CONC CONCRETE KPL KICKPLATE(ON DOOR) STG OR STO STORAGE including patio, porch and sidewalks. GOND (AC)CONDENSER KIS KNEE SPACE STL STEEL CONST ONION STIRSTRUCTURAL 10. MieCHAN1CAL 3 ELECTRICAL CONT CONTINUOUS LAM. LAMINATED) CO RR CONTRACTOR LAV LAVATORY(SINK) SQUARE I I� N INOTE 1. Provide*Zip Strip'or tooled control joints where Indicated an the foundation plans. SUS SUSPENDED CORA CORRUGATED L.B.O. LOCATION BYOTHER5 S.W. SHEAR WALL A. All electrical and plumbing requirements shall comply with local building codes. All outdoor, CPR CAPPER uV LNWQ bathroom and garage wall receptacles shall be provided with ground fault circuit prateckri. c OR CPT CARPET L.L. LIVE LOAD T TREAD(AT STAIRS)OR TAE Service panels to be(min.)20 circuit,100 amp.110 VoIL CRS COURSE(S)4. FRAMING L.P. LAMINATED PLASTY T.B. TOWER BAR CSMT CASEMENT LT LIGHT T.B.D. TO BE DETERMINED C.ST. CASTSTONEL.7. LAUNDRY TUB TO TERRACOTTA DIMENSIONS ARE TAKEN FROM FACE OF STUD TO A. Laminated veneer lumber(LVL)shall provide the design values equal to orexoeeding the C.T. CERAM)CTILE LTL LINTEL T.C.J. TROWELED CONTROLJOWT FACE OF STUD,UNLESS OTHERWISE NOTED. following: B. Provide gray box for washer and provide solid meta(dryer vent(taped-no screws)to CTA CENTER OR COUNTER LVL LAM VENNER LUMBER(BEA MS) TEMP. TEMPEAED(GLASS) exterior. OX CONNEXTION WR LOUVER TSG TONGUE A GROOVE 2800 psi In Bending.Fb CY CUBIC YARD TEL TELEPHONE 285 psi In Horizontal Shear,Fv C. All sewer and water sleeves to be depth end separation es per locol code below adjacent M METER(S) THK THtCK(NESS) 2,000,000 psi In Modulus of Elastiaty.E finish grade. D tip DRYER.DR DRAIN MAS � ,� THR THRESHOLD T.O.C. TOP OF coNCRETt: DBL DOUBLE MATL MATERIAL T.O.F. TOP OF FOUNDATION B. Unless otherwise noted,all dimension framing lumber shall have an allowable bending DECO DECORATIVE MC MEDICINE CABINET LOA& TOP OF MASONRY stress+875 p.s.i.,(1000 psi repedfve)or better. D. Provide main sewer clean-cut within 5'-0'Inside or outside of the building line unless noted DEM DEMOLISH,DEMOLITION MECH MECHANICAL T.O.W. TOP OF WINDOW . otherwise. DEP DEPRESSED MFR. MANUFACTURER TR OR TAN TRANSOM(WINDOW) DET DETAIL MH MANHOLE TP TOILET PAPER HOLDER VARIES C. Unless otherwise Rated,provided: E. in all buildings a continuous conduit shall be Installed from the water meter to an exterior D.F. DRINKING FOUNTAIN MIN MINIMUM TV TELEVISION OUTLET OR LOCATION remote water meter reader at a location to be approved by the Water Departmert. The DH DOUBLE HUNG MIR MOSOR TYP TYPICAL 1. All trusses shall be securely braced bath during erection and after permanent installation In conduit shall be capable of accepting a low voltage minimum 2 conductor cable supplied DIAM DIAMETER MISC MISCELLANEOUS a building in accordance with commentary and recommendations as published by the Truss and Installed by the electrical contractor.The cable shall be copper and a ndnimum 818. DIM DIMENSION MLO MOULDING UC F UNDERCUT(DOOR) DDDR) Plate Institute. The water department shall make the connections. DLL- DEAD LOAD MM MILLIMETER UNUNFINISHED DN DOWN(STAIRS) MMB MEMBRANE U.M.O. UNLESS NOTED OTHERWISE DIMENSIONS ARE TAKEN FROM FACE TO FACE OF MASONRY D.P. DAMP•PROOFWG M.O. MASONRYOPENING 2 �•high density T&Ci,Plywood subtloor lived and Walled. Panel DR DOOR MOD MODULAR VB VANITYSASE UNIT OR FACE OF MASONRY UNIT TO FACS OF 51IID. g span rating Shall be APA DRY DRYER MACHINE MRS MARBLE V V.B. VAPOR BARRIER 24/32. Exposure 1,with sealed edges. Instal(per manu(aduren t spacing and edge DS DOWNSPOUT MTL METAL V8313 36'WIDE VANiTYBASE recommendafkms. F. Water service shall be 1.minimum from each exterior shut off vaW. DIS DRAWER STACK(CABINET) MT MOUNTED(ING) VERT VERTICAL D.T. DRAINTILE MULL MULLION OR MULLED VIN (SHEETIVWYL C�3 OTL DETAIL V.S. VEGTABLE SINK 3. G. All shower head heights to be BO'AFF at Giber DW DISH WASHER NIA NOT APPLICABLE V,T. VINYL TILE Y"undetlayment(minimum)under vinyl or the on wood frame floor systems. g glass showers and 84'AFF at ceramic DWO DRAWING N.I.C. NOT IN CONTRACT showers. DWR DRAWER NL NAILABLE \A� W3630 36VX30'HWALL CAB 4 NOM NOMINAL Yy W WIDE OR WASHING MACHINE 4• Minis%;high density O.S.B.wood roof sheathing with'H'dlpe.APA panel span rating shelf EA EACH N.T.S. NOT TO SCALE WC WATER CLOSET be 24/0,exposure 1,with sealed edges.Instal(per manufacturers•sparing end edge EB EY90ROW(FLATARCH) N.G.V.D. NAT.GEODETIC VERTICAL BATOM wo WOOD EACH FACErecommendations. E.F. OA OVERALL WF WIDE FLANGE(STEEL BEAM) E.J. EXPANSK)N JOINT OBS OBSCURE(GLASS) WH WATER HEATER ALL REFERENCES BY STRUCTURAL & MEP EL ELEVATION O.C. ON CENTER W.H. WALLHUNG D. Roof truss systems shall be fabricated with wood chords and wood webs in accordance with ELEG E O.cAB. OVERHEAD CABINEi col WROUGHT IRON designs prepared under the supervision of a registered professional engineer. ENGINEERING WILL SUPERCEDE ALL NOTES, �P. ELECTRICA!)EG7RICALPANEL O.D. OUTSiDEDIAMETER WIC WALK-INCLOSET REFERENCES & CALLOUTS ON `THE ARCHITECTURAL EST EQUAL O.G.D. OVERHEADaaRAGIeD00R WIN WINDOW ITHOUT PLANS. NOTIFY DRAFTERS OF DISCREPANCIES & E.W.C. ELECTRIC WATER COOLER off OPENN OVERHEAD '"""'° WATWtTER I OOF(IN E%G EXISTING OPNG OPENINQ WP WATERPROOFING) E. Roof trusses manufacturer shall submit 2 rete of sealed sit drawl to builder for EXH EXHAUST OPT OPTIONAL 'W.R. WATER RESISTANT CLARIFY (CONFLICTING INFORMATION. OSB oRIEi1TEDSTRAND BOARD cos. WATER SOFTENER CALCULATION WSCT WAINSCOTATTIC VENT approval of roof trusses and beams � � EXT EXTERIOR W.T.W. WALL 70 WALL WWM WELDED WIRE MESH F• Mini/ exterior grade plywood or OSB wood sheathing behind all masonry veneer,dryvit panes e and cedar siding.See elevations for kXadons. G. SYMBOLS FORMULA: Pressure sure treated lbbha IIi lumber to a orad were wood n contact cortaete and for axe mus 1 SQUARE INCH VENT FOR EVERY 300 SQUARE INCHES OF CEILING H. Exterior deck construction shall be with pressure treated lumber with dimensions as *144 SQ. IN. = •I SQ. FT. indicated on the plans. EARTH PLYNOD BLDG. CEILING (SF)X 144 = BLDG (SQ. IN.) ELEVATION KEY OR SECTION KEY BLDG. (SQ. IN.)1300=SQ. IN. OF VENT REQUIRED SHEET NUMBER �;:,''i:��� SAND OR GRAVEL. FILL ® INSULATING SHEATHING SQ. IN. OF VENT REQUIRED 12=50%AT RIDGE&50%AT EAVES WOOD STUD PARTITION BATT INSULATION ® p DETAIL NUMBER OR SECTION KEY i SHEET NUMBER 3-2X4 WOOD POST OR 2-2X6 PLAN I UNLESS OTHERWISE NOTED RIGID INSULAl10N a E ;< ® BRICK `= n ANGLE WATER CLOSET TABULATION - 31 a AREA " - U ' ® CONCRETE BLOCK MAIN FLOOR PLAN 1462 SQ,FT. � � CENTERLINE MAIN CONCRETE " HB :.v TUB/SHOWER SECOND FLOOR 725 SQ,FT. cb R HOSE BIBB (FREEZE PROOF) STONE ;' n .�. TOTAL A/C AREA 2187 SQ.FT. t C) GAS LINE STUB LAVA / M STEEL TORY ,,, a a m d PENNY FRONT PORCH 166 SQ.FT. C)iLa ® DIMENSIONAL LUMBER ❑❑ DOUBLE SINK LANAI 124 S Q.FT. PERPENDICULAR GARAGE 437 SQ.FT. ■ JOB NO. 04-81-0042 R PLATE � BLOCKING El SINGLE SINK HAWKI NS ROUND OR DIAMETER ® FINISH GRADE WOOD TOTAL AREA 2914 SQ.FT. SHEET TITLE SHEET GMAL NOTES Al .1 I L j I • 4 fig Caff Residence Jacksonville Beach Florida C', d 4 q� Ln BESTCON Homes Foe : a— W 1 N N y C3 ('7 M 01 l0 f� 7 C c0 O _O lf. min � 0.I'd N L N 41 Q) � 3 0..4 - --' Y—..�..- - 0 THE UNDERSIGNED HEREBYAgOVWI=r4M00M=W8gM - _ AECEIkED RNEWED,APPROVMACQMASpXoFvct -- - MEN CONTRACT. ` anal ,�. 10 ct Ii 1313 I � � z VE u Lx o :1 u Ott MY OF ATLAONY C BEACH 106116DINO OFFICE +' LL JAN 8 200 p� tr1� 2005 O C N •� ti m� p C Q! aka �lV En ❑ • J06 NO. 04-BI-0042 CITY OFA N'`IC�BEACH HAWKI NS _r AIAO DE( C1 :' 2004 SHEET TITLE SHEET BY. .__ ..._ COVER _ __ _ Ao.o FRUIl :CLRR50N & RSSOC.I RTES FAX NO. .904 396 2633 Nov. 03 2004 07-24M F5 MAP SHOWING PLOT PLAN OF LOT 4. AS SHOWN ON MAP OF PARADISE PRESERVE AS RECORDED IN PLAT $OOK 57. PAGES 31 THROUGH 31C OF THE PUBLIC RECORDS OF DUVAL COUNTY. FLORIDA. FOR: F3FC TCOIy .�� BfAftthfo REfE,REhIcE: fitAftlNG SHUWH ON RIGHT— AY LINE HF.REOh! IS TME SIWE AS•SHOWN Ohl h1E ABOVF LII:N1i0Nlp PIAT LEGEND: OAK BAY nW OAK sf�r r�r TRIPLE OAK UW OAK tww 9NEET euou SWAMP WALNUT � PRVE ® �a MYRXE 4f PAW TRACT "C" -- LANDSCAPE & SUFFER 's 710M MYR7LE UAW" �� urrrltE � �IAc�louA 589'49'?O" 55.oa' CAMPIRA MO. 164 LOT 4 cts� f 8,161 SQ FT. ib I 2s-) O PAl T.O ras s' � r-• Q � f 3 CITY F -.J lu ~ Q # "' PLAN "HA WKINS"r � GARAGE RIGHT D OEC 0 J 2004 F.F. EL.=(17.8) 1 air. C Z ! Vf a i ZQa- _ j �' Ta f DIV PC 150.24' N89650'25" 55. 0' 1a:sa' PT PARADISE CIRCLE (PR!VA TE 50' R/W) QX, THE LOT SHOWN HEREON APPEARS Til 41F 1NT1{�N ftOUD 'X� AS SHOWN ON THE FLOOD INSURANCE RATE � ��c�di7NBO�►r PREPARED BY: FL MAP- CX40A W'fy PANNo- '120076 00411 R AAD 4--17-ML Cs+ ARID ASSOCURO, INC. DATE OCTOBER 1PROFESSIONAL LAND SURVEYORS 2004_ 1543 NALGO AVENUE. SCALY-- FL, 32207 Received Time Nov. 3. 0:13AM