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1482 Marsh View Court (2) E ca E :5 8 tj P Ls Z5 E F- Sell R d ers esi ence Jacksonville Beach, Florida OD CD C� C6 0 CM w co CD BESTCON Homes co .5 co C " A 0 '0 cc Cn 0, >- 005'� 40 -U -5 -= cu ui 11111 Li Lu Lu Lu Cf) L 7 It r., ui U\ M Ir �r U) C\j ui uu JAN 0 4 2004 1 CV C" C! co a. LL cL JOB NO. 04-81-0027 A I-DINU I;Pfrl PLAN NAME SELLERS CUSTOM LOT 21 HIDDEN PARADISE 0 20 5 SHEET TITLE SHEET tz REAR AND LE" A 0.0 ep ELEVATIONS r 8 up J8 E CU eriods only used on one word abbreviations, if the abbreviation E :9 is a different word by itself-, e.g. ARCH., BIT., and LAM. Periods are usually used when abbreviatin multiple words, unless they SHEET INDEX Zi a .2 GENERAL NOTES 4D ABBREVIATIONS P U_�1i .9 - .X- -ia are very common without periods; e.g. AN, HVAC, R/A. and WWM. - C: b E3 12 1 CX > 2 A.B. ANCHOR BOLT FAS FASTEN(ER) PAR PARALLEL L 1. All work performed shall comply with all applicable Local and State Building codes, 5. SIDING&ROOFING A ABV ABOVE F F.B. FACEBRICK P P.BD. PARTICLE BOARD ARCHITECTURAL Ordinances,and Regulations and all other authorities having Jurisdiction. A/C AIR CONDITIONING F.B.O. FURNISHED BY OTHERS PC.CONC. PRECASTCONCRETE A. Vapor Barrier shall be applied on all exterior walls. Install as per manufacturers ACC ACCESS F.D. FLOOR DRAIN P.E. PORCELAIN ENAMEL AO.0 COVER SHEET AC.T. ACOUSTICAL TILE(CLG) F.E. FIRE EXTINGUISHER PED PEDESTAL(SINK) requirements. AFF ABOVE FINISH FLOOR F.F. FINISH FLOM(LINE) PERI PERIMETER 2. Minimum Design Loads: A*0. AREADRAIN F.G. FIXEDGLASS PKG PARKING A1.1 INDEX, ABBREVIATIONS, SYMBOLS AND 13L Install ill 5(min.)fell under all shingles. ADD ADDENDUM FGL FIBERGLASS PL PLATE(HEIGH7) FLOOR: 40 P.S.F.Live Load ADH ADHESIVE FIN FINISH P.LAM. PLASTIC LAMINATE GENERAL NOTES CO co I- 10 P.S.F.Dead Load C. Nails only to be used for roof shingle attachment ADJ ADJUSTABLE FLG FLASHING PLAS PLASTER 0 C� 9 No staples allowed. AGG AGGREGATE FLR rLoon(NG) PNL PANEL 0 04 ROOF: 40 P.S.F.Live Load A.H.U. AIR HANDLING UNIT FLUR FLORESCENT(LIGHT) PNT PAINT(ED) 6 10 P.S.F.Dead Load D. Flash all roof to wall conditions. ALT ALTERNATE FN FENCE PR PAIR(OF) LAYOUTS ALUM ALUMINUM FND FOUNDATION PREFAB PREFABRICATED in ULI A.P. ACCESSPANEL F.O. FACEOF PSF POUNDS PER SQUARE FOOT U.1 W Verify design loads with local Building codes and conditions.Refer to Structural E. Gutters to be 5*(min.).27 gauge aluminum with baked enamel finish. Downspout to be 4' A2.0 FOUNDATION PLAN =) 5; APX APPROXIMATE FP FIREPROOF PSI POUNDS PER SQUARE INCH U) Lij Engineering for all structural details,specifications,and notes. .20 gauge aluminum with baked enamel finish. ARCH. ARCHITECT(URAL) FPHB FIRE PROOF HOSE BIBB PTN PARTITION Ln w ASPH ASPHALT FPL FIREPLACE P.T. PRESSURE TREATED(WOOD) A2.1 MAIN FLOOR PLAN/ FRAMING PLAN A.T. ASPHALTTILE FR FRAME(D)(ING) PV PAVE(D)OR PAVING AUTO. AUTOMATIC FS FULLSEZE PVC POLYVINYL CHLORIDE(PIPE) A2.2 SECOND FLOOR PLAN/ FRAMING PLAN L J 3. CONCRETE 6. INSIJLA11ON AVG AVERAGE FTG FOOTING PVMT PAVEMENT AWNG AWNING FUR FURRED(ING) PWD PLYWOOD A2.3 ROOF PLAN A. Foundation types and designs may vary with the individual pertinent soils conditions.on A. Provide R-1 1 (Min.)batt insulation in all exterior walls and R-19(minimum)blown insulation B36 36*WIDE BASE CAB. GA GAUGE O.T. QUARRYTILE each lot. The Architect does not warrant or guarantee this building design in locations (or batt and blown insulation)in all ceilings or rafters adjacent to ft exterior or to unheated A2.4 FRONT & RIGHT ELEVATION where inadequate soils or landfill occurrences require special or additional design for spaces,plus R-19 at exposed floors. All insulation to meet HUD minimum property specs. B BD BOARD G G.B. GYPSUM(WALL)BOARD Q structure or gas mitigation due to these occurrences. R-1 1 balls at fireplace chase walls and under fireplace unit. BF BI-FOLD(DOOR) G.C. GENERAL CONTRACTOR R RISER(ON STARS) A2.5 REAR & LEFT ELEVATIONS BIT. BITUMINOUS GO GRADEORGRADING R RIA RETURNAIR 0 BLKG BLOCKING G.D.O. GARAGE DOOR OPENER R.B. RUBBER 13ASE BLDG BUILDING GFI GROUND FAULT INTERRUPTER A2.6 INTERIOR ELEVATIONS 210 M 0 RAD RADIUS BLK BLOCK(CMUs) GL GLASS OR GLAZING RBL RUBBLE is B. All design,revisions,engineering,installation and liability of soil oonditiorts,gas mitigation BLKG BLOCKING GL.BK. GLASS BLOCK R.D, ROOFORAIN and structural designs due to inadequqte soils or landfill oocurences shag be the BM BEAM G.I. GALVANIZED IRON REFS REFRIGERATOR responsibility of the'Builder-Developer*or irs subcontractors involved with the design and 7. DRYWALL B.M. BENCH MARK GT GROUT REO REQUIRED V) installation of such;and the Architect shall not be held gable or responsible for their BP BI-PASS(DOOR) RES RESILIENT BRG BEARING 42-H 42-HIGH(WALL) REV REVISION(S),REVISED A. Allwalfstohaver2 gypsum and all ceiling tJJ%MypsumV ceiling board unless BRK BRICK H HO HOSE BIBB REINF REINFORCED(iNG) implementations 0 noted otherwise. B.S. BOTH SIDES H.C. HOLIJOWWRE RFG ROOFING DETAIL SHEETS BSMT 13ASEMENT HD HEADORHARD R.J.B. REINFORCED JUNCTION BOX B. Use water resistant gypsum board for exposed walls and ceiling at shower and tub wall BTM OR BOT BOTTOM H.D. HEAT DETECTOR OR HEAVY DUTY FILG RAIIJNG AD.1 WALL SECTIONS/FOUNDATION DETAILS C. Contractor shall be responsible for size,location and Installation of revised steel reinforcing areas receiving fiberglass enclosure. BTWN BE'TWEEN HDR HEADER R&M RANGE W MICROWAVE per local codes or specific soil conditions,whichever is more restrictive. BVL BEVELED HDW HARDWARE RM ROOM (0 B.W. 130TH WAYS HGT HEIGHT R.O. SOUGH OPENING AD.2 ROOF DETAILS C14 H.M HOLLOW METAL R.O.W. RIGHTOFWAY 8. INTERIOR TRIM AND FINISHES to be selected by contractor. CAB CABINET HORZ HORIZONTAL R&S ROD AND SHELF(S) AD.3 MISC DETAILS CID D. Soil test must be approved by Geo technical Engineer prior to footing pour. C C.B. CATCH BASIN HR HOUR CC) Cq11 CEM CEMENT H.S. HALF SOUND(WINDOW) SO SOLID CORE(DOOR) AD.4 MISC DETAILS 9. DOORS&WINDOWS CER CERAMIC HS HORIZONTAL SLIDER S SCH SCHEDULE C'J OF CUBIC FOOT HTG HEATING SO SMOKE DETECTOR CO 0) E. All concrete footings are designed to bear on minimum soil pressure of 3000 ps.f.and CHAM CHAMFER HVAC HEATING/VENTILATINGIAIR COND. AD-5 MISC DETAILS a -6"minimum below grade. C4rrtractor to A. All patio doors-operable leaf inside. 0.1. CAST IRON HWD HARDWOOD(FLOORS) S.F. SQUARE FEET > Cn shall be placed on firm,Undisturbed soil X! SEC SECTION reinforce concrete footings and poured concrete walls as required for specific soil conditions CA.P.CONC. CAST-IN-PLACECONC. SF.GL SAFETYGLASS LL I- or local codes,whichever.is more restrictive. B. Door and window infiltration shall be in accordance with local ordinance and shall meet CIR CIRCLE I.B* IRONINGBOARD S.G.D. SLIDING GLASS DOOR performance Standards ANSVAAMA 101-88 for metal windows DH-C4O fervinyl winclows CIRC CIRCUMFERENCE .0. INSIDE DIAMETER SH SINGLE HUNG OR SHELF(VING) 0 Co and the CAF shall not be less than 55. C.J. CONTROL JOINT OR CONSTRUCTION JOINT I.L.O. IN LIEU OF SHIT (DRAWING)SHEET 0) (6 CK CALK(ING)CAULK(ING) I.M. INSULATED METAL ca im 'T CL CLOSET OR CENTER LINE INS OR INSUL INSULATED(TION) SHTHG SHEATHING ELECTRICAL 04 F. All concrete shall attain a 28 day compressive strength of 3,000 p.s.l. SIM SIMILAR co - CLG CEILING INT INTERIOR SKL SKYLIGHT '0 CD CLR CLEAR(ANCE) <D 0) C. Provide insulating double glazing at all exterior glass areas and tempered glass in all sliding SL SIDELIGHT OR SLEEVE > W CLS CLOSURE OR CLOSER(DOOR) JST JOIST(FLOM OR ROOF) SNT SEALANT E1.1 MAIN FLOOR ELECTRIC PLAN .2 G. Provide minimum 4'concrete cover at under slab utility locations. When concrete glass doors and in windows as per locaJ codes. CM CENTIMETIER(S) C i JT JOINT SPC SPACER CD C 0 encasement of utility lines is required,increase slab thickness at the utility line. Install CMU CONCRETE MASONRY UNIT SPEC SPECIFICATIONS q- 0 C utilities lines well below slab. C.O. CASEDOPENING KD KNOCKDOWN(CEILNG) SPK (AUDIO)SPEAKER(S) E1.2 SECOND FLOOR ELECTRIC PLAN 14T CL (L D. Caulk at all sash,sliding glass doors,entrance doors and bottom plates(all sides of COL COLUMN K KIT KITCHEN S.ST. STAINLESSSTEEL openings)and head flash all windows and doors, COMB COMBINATION KO KNOCKOUT STD STANDARD H. Provide isolation joint material(asphalt impregnated)between foundation walls and all slabs CONC CONCRETE KPL K)CKPLATE(ON DOOR) STG OR STO STORAGE Including patio, porch and sidewalks. COND (AC)CONDENSER KIS KNEE SPACE STL STEEL CONST CONSTRUCTION LAM. LAMINATE(D) STR STRUCTURAL UJ 10. MECHANICAL&ELECTRICAL CONT CONTINUOUS SO SQUARE CONTR CONTRACTOR L LAV LAVATORY(SINK) SUS SUSPENDED 1. Provide*Zip Strip*or tooled control joints where indicated on the foundation plans. A. All electrical and plumbing requirements shall comply with local building codes. All ouldoor, CORR CORRUGATED L.B.O. LOCATION FY OTHERS S.W. SHEAR WALL DIMENSION NOTE 00 CPR COPPER LIV LIVING bathroom and garage wall receptacles shall be provided with ground fault circuit protection. C OR CPT CARPET L.L. LIVE LOAD T TREAD(AT STAIRS)OR TILE 4. FRAMING Service panels to be(min.)20 circu it,100 amp,110 volt. CRS COURSE(S) L.P. LAMINATED PLASTIC T T.B. TOWER BAR CSMT CASEMENT LT LIGHT T.B.D. TO BE DETERMINED C.ST. CASTSTONE LT. LAUNDRYTUB TO TERRA COTTA DIMENSIONS ARE TAKEN FROM FACE OF STUD TO A. Laminated veneer lumber(LVL)Shall provide the design values equal to or exceeding the C.T. CERAMICTLE LTL LINTEL T.C.J. TROWELED CONTROL JOINT FACE OF STUD,UNLESS OTHERWISE NOTED. < UJ CTR CENTER OR COUNTER LVL LAM VENNER LUMBER(BEAMS) TEMP. TEMPERED(GLAM following: B. Provide gray box for washer and provide solid metal dryer vent(taped-no screws)to CX CONNEXTION LVR LOUVER T&G TONGUE&GROOVE 2800 psi in Bending,Fb exterlo-. CY CUBIC YARD TEL TELEPHONE 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 MEDIC'NE CABINET LU M METERS) THK THICK(NESS) 28.5 psi in Horizontal Shear,Fv C. All sewer and water sleeves to be depth and separation as per local code below adjacent 12'D 12"DEEP M MAX MAXIMUM THR THRESHOLD 2,000,000 psi In Modulus of Elastidity,E finish grade. D 0 DRYER,OR DRAIN MAS MASONRY T.O.C. TOP OF CONCRETE T.O.M. TOP OF MASONRY stress+875 p.s.i.,(1000 psi repetitive)or better. D. Provide main sewer clean-out within 5'-0"inside or outside of the building fine unless noted DEM DEMOLISH,DEMOLITION MECH MECHANICAL T.O.W. TOP OF WINDOW otherwise. DEP DEPRESSED MFFL MANUFACTURER TR OR TFIN TRANSOM(WINDOW) C) DET DETAIL MH MANHOLE D.F. DRINKING FOUNTAIN MIN MINIMUM TP TOILET PAPER HOLDER e- VARIES C. Unless otherwise noted,provided: E. In all buildings a continuous conduit shall be installed from the water meter to an exterior DH DOUBLE HUNG MIR MIRROR TV TELEVISION OUTLET OR LOCATION remote water meter reader at a location to be approved by the Water Department. The DLAM DIAMETER MISO MISCELLANEOUS TYP TYPICAL 1. All trusses shall be securely braced both during erection and after permanent installation in conduit shall be capable of accepting a low voltage minimum 2 conductor cable supplied DIM DIMENSION MLD AAOULDWG LIC UNDERCUT(DOOR) a building in accordance with commentary and recommendations as published by the Truss and installed by the electrical contractor.The cable shall be copper and a minimum#18. D.L. DEADLOAD MM MILLIMETER UNF UNFINISHED Plate Institute. The water department shall make the connections. DN DOWN(STAIRS) MMB MEMBFvkNE U U.N.O. UNLESS NOTED OT1IERWISE DIMENSIONS ARE TAKEN FROM FACE TO FACE OF MASONRY LIJ D.P. DAMP-PROOFING M.O. MASONRYOPENING UNIT OR FACE OF MASONRY UNIT TO FACE OF STUD. DR DOOR MOD MODULAR VB VAN17YBASE M 2. Y,'fi�.h density T&G,Plywood subtloor glued and nailed. Panel Span rating shall be APA DRY DRYER MACHINE MR8 MARBLE V V.B. VAPOR BARRIER M 24/3 , Exposure 1,with seated edges. install per manufacturers!Spacing and edge DS DOWNSPOUT MTL METAL VB36 36*WIDE VANITY BASE recommendatiorm F. Water service shall be 1*minimum from each exterior shut off valve. DIS DRAWER STACK(CABINET) MT MOUNTED(ING) VERT VERTICAL HiMil D.T. DRAINTLE MULL MULLION OR MULLED VIN (SHEET)VNYL DTL DETAIL V.S. VEGTABLE SINK DW DISHWASHER N/A NOTAPPLICABLE V.T. VINYL TILE C/3 3- Y47 underlayment(minimum)under vinyl or tile on wood fram flm systems. G. All shower head heights to be 80'AFF at fiberglass showers and 84"AFF at ceramic DWG DRAWING N N.LC. NOT IN CONTRACT LLI showers. DWR DRAWER NL NAILABLE W3630 361W X 30"H WALL CAB FE NOM NOMINAL < UJ 4. Mln%,"high density O.S.B.wood roof sheathing with'i-I'dips.APA panel span rating shaill EA EACH N.T.S. NOT TO SCALE W W WIDE OR WASHING MACHINE be 24/0,exposure 1.with seated edges.Install per manufacturers!spacing and edge E EB EYEBROW(FLAT ARCH) N.G.V.D. NAT.GEODETIC VERTICAL DATOM WC WATER CLOSET E.F. EACH FACE WO WOOD recommendations. IMPORTANT NOTE: E.J. EXPANSIONJOINT OA OVERALL WF WIDE FLANGE(STEEL BEAMI) 0 OBS OBSCURE(GLASS) WH WATER HEATER ALL REFERENCES BY STRUCTURAL & MEP EL ELEVATION O.C. ON CENTER W.H. WALL HUNG D. Roof truss systems shall be fabricated with wood chords and wood webs in accordance with ELEC ELECTRr,(AL) O.CAB. OVERHEAD CABINET WI WROUGHT IRON UJ ENGINEERING WILL SUPERCEDE ALL NOTES, E.P. ELECTRICALPANEL O.D. OUTSIDE DIAMETER WIC WALK-IN CLOSET designs prepared under the supervision of a registered professional engineer. EQ EQUAL O.G.D. OVERHEAD GARAGE DOOR WIN WINDOW REFERENCES & CALLOUTS ON THE ARCHITECTURAL EST ESTIMATE OH OVERHEAD W1 W10 WITH OR WITHOUT U) E.W.C. ELECTRIC WATER COOLER OPNG OPENING WP WATERPROOF(ING) PLANS. NOTIFY DRAFTERS OF DISCREPANCIES & EXG EXISTING OPT OPTK)NAL W.R. WATER RESISTANT E. Roof trusses manufacturer shall submit 2 sets of sealed shop drawings to builder for CLARIFY CONFLICTING INFORMATION. EXH EXHAUST OSB ORIENTED STRAND BOARD W.S. WATER SOFTENER approval of roof trusses and beams EXT EXTERIOR WSCT WAINSCOT W.T.W. WALLTOWALL ATTIC VENT CALCULATION F. Minl/,�exterior grade plywood or OSI3 wood sheathing behind all masonry veneer,dryvit WWM WELDED WIRE MESH panels and cedar siding.See elevations for locations. G. Pressure treated lumber to be used where wood is in contact With concrete and for 2x4 mud SYMBOLS FORMULA: sill. 1 SQUARE INCH VENT FOR EVERY 300 SQUARE INCHES OF H. Exterior deck construction shall be with pressure treated lumber with dimensions as CEILING Indicated on the plans. EARTH , �?11 '+H PLYWOOD *144 SQ. IN. = 1 SQ. FT. ELEVATION KEY OR SECTION KEY - BLDG. CEILING (SF) X 144 = BLDG (SQ. IN.) SHEET NUMBER ]ii TI 71 il INSULATING SHEATHING SAND OR GRAVII FILL FL7 BLDG. (SQ. IN.) / 300 = SQ. IN. OF VENT. REQUIRED WOOD STUD PARTITION BATT INSULATION SQ. IN. OF VENT REQUIRED 2 50% AT RIDGE & 50% AT DETAIL NUMBER OR SECTION KEY EAVES U) SHEET NUMBER 3-20 WOOD POST OR 2-2X6 2 '4- R IGID INSULATION UNLESS OTHERWISE NOTED 6 BRICK WATER CLOSET a Mal C�fl Z 0 -C F, I CONCRETE BLOCK AREA TABULATION CD CEATERLINE F777771 MAIN FLOOR PLAN 1274 SQ.FT. CONCRETE A4 TUB/SHOWER HB C+_ HOT BIBB (FREIEZE PROOF) SECOND FLOOR 1492 SQ.FT. CD STONE GAS LINE STUB C9 LAVATORY TOTAL AIC AREA 2766 SQ.FT. a. CD STEEL 411 0 PEN4Y LANAI 135 SQ.FT. PERPENDICULAR DIMENS10NAL LUMBER DOUBLE SINK FRONTPORCH 114 SQ.FT. PLATE BLOCKING GARAGE 555 SQ.FT.- r JOB NO. 04-Bl-0027 SINGLE SINK SELLERS RESIDENCE ROUND OR DIAMEIIER FINISH GRADE WOOD TOTALAREA 3570 SQ.FT, LOT 21 HIDDEN PARADISE SHEETTITLE SHEET GENERALNOTES A1 . 1 L Eo (L) b is E Q i5 35'l - i Is —5 4`-11% V-5/12" le L 13'-6" .1 A -7 T-3u 1& 31-0" A& T-3% e - — — — — —— — — — --- — — — — — — — CC) P�- c� 9 C6 C3 C4 C) 3 — — 6 w Lu M cn D) 9 lei Ell) -0'-5"STEP DN "l DN C L- — — — — — — — — — — — — — — — — —— —— — - — — — — — — — — —— — — — — — — —— — — — — — — — — — — — — — - — — — — — —— — — — — — — — — —— — — — - REF.SP SUPPLY ELEC. TO ISLAND H 3�f CONC.SLAB Wt 6X6 NO.10 WWM OR 9 FIBERMESH REINF.OVER VAPOR BARRIER OVER CLEAN COMPACTED TREATED FILL co c6 U) co C%J C:) C'4 FLOOR PLUG M SINK W/ -1 >- ca I i Ill VERIFY W/SUPERINTENDENT DISPOS. ca u- VERIFY INTERIOR BEARING WALLS WITH TRUSS ENGINEERING Tu '6 DW 41 15'0" an 2 J 1 -0 C:) JkO'-O"FIN.FL. c� Y^3 ui 4!-011 101-00 cf) Y-311 p le uj Ln ko rr ui ESS SH R C) q CONC.SLAB 77 Ln ui 9 Z — — — — —— — cr. On r6 21-0 2 A�D, HB 11'-6Y2" 2 3' le L -- - - - - - - - - W.H) - - - - - - -- - z -7777 7 777 ui t 0 Ill, c\1 - - - - -- - - - - - - - - eel f'STEPDOWN1 36u FROM WALL ui 4141 42X42 CONC 1^0 ADA X, /4 'X Lu -11-811 GARAGE SLAB -0'l DN LLJ -01 5 ri kl \116, 4314 ADA j / '77 c') -- - - - - - - - - _j LL ci N. - C) cm p- cu 7- C3 25 x 0 2'-1 2 U. 12" 'i 0. o/ 81-3u 4-4" 81-3m o/ ol 26!-7" 6 Wi JOB NO. 04-Bla27 3ill PLAN: SELLERS CUSTOM -L LOT: 21 HIDDEN PARADISE SHEET TITLE SHEET FOUNDATION PLAN A 2.0 r t cn MAIN FLOOR NOTES > [NOIE—FLOORJ 2 10 0 (a El. 1. WINDOW GRILLS ARE STANDARD IN FRONT AND SIDE ELEVATIONS AND REAR gu 9 g § 's? L9 s ELEVATIONTO BE CLEAR GLASS. d = -s? m 2. ALL UNDIMENSIONED PARTITIONS E 3 cl) G 12'-8" ARE 3 1/2' ROUGH. E c> -N ai 'Tu- cn 3. ALL ANGLED PARTITIONS ARE 45 =3 E s t� CL;5 . DEGREES UNLESS OTHERWISE NOTED. =3 s 32 L il 4. PROVIDE MINIMUM 2-2xl2's w/ 1/2" PLYWOOD FLITCH PLATE AT ALL EXTERIOR Lc)s D WALL OPENINGS AND INTERIOR BEARING COL WALL OPENINGS UNLESS OTHERWISE NOTED. 5. 3-2x4's MIN. AT EACH END OF ALL BEAMS AND GIRDER TRUSSES UNLESS OTHERWISE NOTED. ALL SUCH CONCENTRATED LOADS 8 cs 351-0" w '6 rZ SHALL BE TRANSFERRED TO FOUNDAT10N 6 6 g C�' LANAI VIA BEAMS, POSTS AND/OR SOLID 6 0 c 4!-1 8!-3" y2' 3'.4- 10'-6" —1-07'_ BLOCKING. CLG. IT-6"x 10'-0" 6. ALL EXTERIOR DIMENSIONS ARE TO FACE Ill cl) OF STUDS UNLESS OTHERWISE NOTED. =) 5 cQ UJ 7. ALL TRUSSES TO BEAR ON EXTERIOR WALLS AND/OR GIRDER TRUSSES UNLESS OTHERWISE NOTED ON FOUNDATION PLAN. L 2'.3Y2 8. TRUSS MFG. TO SIZE MEMBERS, FASTENERS, IV PLT. 2868 1-L 3060 SH 3060 SH IT x 6-8" QUAD SLIDER HANGERS & SET SPACING FOR ALL --------- TRUSSES. -n SOFFIT BOTrOM AT 7' 9. WINDOW SUPPLIER TO VERIFY AT LEAST ONE WINDOW IN ALL BEDROOMS TO HAVE 391" E . Pil A CLEAR EGRESS OPENING OF 5.7 SQ. FT. WITH MIN. DIMENSION OF 24" IN HEIGHT AND m Lo 20" IN WIDTH; SILL HEIGHT NOT GREATER HB U THAN 44" ABOVE FLOOR. 10. BALLOON FRAME ALL EXTERIOR WALLS V) 36"iBC (ABOVE 8'-1') TO UNDERSIDE OF ROOF SHEATHING — PROVIDE FIRESTOPPING EVERY 8'-0" VERTICALLY IN WALLS > 8'—l". 24"DIS 11. ALL HANDRAIL BALLUSTERS TO BE 24"IBC I I I SPACED SUCH THAT A 40 SPHERE CANNOT I I 1 48"BC 4 Ih VENT TO I 1 1 P PASS BETWEEN BALLUSTERS. -211 7' ' 12. ALL ELECTRICAL AND MECHANICAL SINK P GREAT ROOM EQUIPMENT & METERS ARE SUBJECT TO mic 00 RELOCATION DUE TO FIELD CONDITIONS; co 10'CLG. x 6 LL 241-311 x 231-611 CONTRACTOR TO VERIFY. C-4 13. FOR ADDITIONAL NOTES SEE GENERAL -6 c\j x 2 cn Ca NOTES ON TITLE SHEET & DETAILS. M —1 11- D/W 14. TYPICAL WINDOW HEAD HEIGHT SHALL BE cm u- I- 48"IBC i 96" ABOVE FINISH FLOOR (U.N.O.). cy) ca (6 115. WINDOW MANUFACTURER TO TEMPER ALL COO ";r c\I WINDOWS 2' WITHIN DOORS, OVER TUB & 4 6-7" -7" 7'-3y2- 2'-5y2' 4--9yj 5'-2Y2. 'OM AT 7' C:) T 5 SOFFIT BOTTOM AT 7' SHOWERS 7 WINDOWS WTHING 18" OF THE FINISHED FLOOR. cl) CD .2 c cn c� c: 0 fr) 0 1-- 1-1 48lar Ln CL 0- "16%. Ch. RODANDSHELF c\j 408 .0 2 x 6 WALL cm 50 BIFOLD zo 2868 BATH 3 2668 PKT cn 0 Tf 4rlkNEEWALL' GLASS ENCL N4 CID . T L. I I AC CONDENSOI R 5 OWEF C\j BEDROOM IO'CLG. Ln f 9'-10"x ll'-10" Ln IO'CLG. Ln W D v v ui c" 2068 i C? // 2x6w)N UP 19 R ES cm 7.25"PE RISE 1"PON v, WALL W/ 04 HB _( HANDRAIL OPEN HANDRAIL uj cn -286 5 r") uj _ _ _ j.jHEADER@& FOYER cn 2' /2' 2'- 9 CLG. T-10"x 7-0" 2868 SC uj GARAGE 3080 SC ui 8!_011 PLT. 26'-0"x 21'-6" --------------------- --------------------- --------------------- FRONT PORCH 9'-0"CLG. 8-5"x 12'-0" 10'SQ.COLUNMS 2 x WALL W/CAP AND BASE 8070 OGD 8070 OGD 27 c� 7 3 c\l cv) 0 C'j a t.'. '8"5 U- C\i 36-0" AREA TABULATION 2 x 4 WALL cp cc CD c) (3) a MAIN FLOOR PLAN 1274 SQFT. 2 x 6 WALL� a) w'. 0 SECOND FLOOR 1492 SQ.FT. (L U_ 0- TOTAL A/C AREA 2766 SQ.FT. JOB NO. 04-BI-0027 11 FRAMING PLAN FLOOR PLAN LANAI 135 SQ.FT. SELLERS RESIDENCE SCALE: 1/4" V-011 SCALE: 1/411 11-011 FRONTPORCH 114 SQ.FT. LOT 21 HIDDEN PARADISE GARAGE 555 SQ.FT. . SHEET TITLE FIRST FLOOR TOTALAREA 3570 SQ.FT. FRAMING PLANA 2. 1 FLOOR PLAN Ae 11 UPPER FLOOR NOTES E iTn E- 3 -22 [NOTE-FLOOR] 2 co Z 1. WINDOW GRILLS ARE STANDARD IN FRONT . 1 2. 1 u f.. > AND SIDE ELEVATIONS AND REAR .2 co 8 =3 ELEVATIONS TO BE CLEAR. 2 :g.g -�g (,,u 0 ?- E Q 2. ALL UNDIMENSIONED PAR-nTIONS ARE g to = cn , 3 -E�i g .2 3 1/2" ROUGH. C, X, 3. ALL ANGLED PAR71TIONS ARE 45 DEGREES 'o @ 2 = UNLESS OTHERWISE NOTED. J-e 5 -B 2 8 4-. PROVIDE MINIMUM 2-2x12's w/ 1/2" PLYWOOD L FLITCH PLATE AT ALL EXTERIOR WALL OPENINGS AND INTERIOR BEARING WALL OPENINGS UNLESS OTHERWISE NOTED. 35'-0" 5. 3-2x4s MIN. AT EACH END OF ALL BEAMS 1 1!-8Y2- 2--l' 4'-11" 16'-3y2' AND GIRDER TRUSSES UNLESS OTHERWISE NOTED. ALL SUCH CONCENTRATED LOADS SHALL BE TRANSFERRED TO FOUNDATION c� 7 9 3--3yj 6'-7" 11-10" e 4'-10" S-4" ol 3-4" 4'-9Y2 VIA BEAMS, POSTS AND/OR SOLID ----------7' BLOCKING. wl 6. ALL EXTERIOR DIMENSIONS ARE TO FACE :3 > U) Lu SH3050 SH3050 91 PLT SH3050 SH3050 SH3050 OF STUDS UNLESS OTHERWISE NOTED. 7. ALL TRUSSES TO BEAR ON EXTERIOR R--------------- now$ DBL R/S - WALLS AND/CIR GIRDER TRUSSES UNLESS L 9'CLG. OTHERWISE NOTED ON FOUNDATION PLANS. 9 zv) I Ln 8. TRUSS MFG. TO SIZE MEMBERS, FASTENERS, F- - - - - - - - - HANGERS & SET SPACING FOR ALL TRUSSES. io!a-G. 2668 PKT 9. WINDOW SUPPLIER TO VERIFY AT LEAST 50 BIFOLD r, Ln he A I ONE WINDOW IN ALL BEDROOMS TO HAVE 0 tn A CLEAR EGRESS OPENING OF 5.7 SO. FT. WITH MIN. DIMENSION OF 24" IN HEIGHT AND MASTER SUITE 20" IN WIDTH; SILL HEIGHT NOT GREATER low DBL R/S CATHEORAL CLG. THAN 44" ABOVE FLOOR. BEDROOM 2 10. BALLOON FRAME ALL EXTERIOR WALLS 15'-8"� 15'-8" TO UNDERSIDE OF ROOF 9'CLG. 9'CLG.TREY TO 10' (ABOVE 8'-1 U? 13'-6"x 14'-l" SHEATHING - PROVIDE FIRESTOPPING L -i c%j 9'CLG. 12 x 12 FLAT EVERY 8'-0" VERTICALLY IN WALLS > 8'-l" X. 2668 FOR FIXTURE 11. ALL HANDRAIL BALLUSTERS TO BE SPACED SUCH THAT A 4" SPHERE CANNOT PASS BETWEEN BALLUSTERS. 04 N, 12. ALL ELECTRICAL AND MECHANICAL L- 10'CLG. -j "I-- I I (o EQUIPMENT & METERS ARE SUBJECT TO Ln 9'CLG. RELOCATION DUE TO FIELD CONDITIONS; c\1 CONTRACTOR TO VERIFY. ccS 2 X 6 2668 cq X 13. FOR ADDITIONAL NOTES SEE GENERAL cr) cu ai -i U- 2'-7- 4!-5Y2. 000 S STACK 2868 NOTES ON TITLE SHEET & DETAILS. 0) 14. TYPICAL WINDOW HEAD HEIGHT SHALL BE .5 2868 PKT -0 D/S '= ca c! 41 u 2X6 84" ABOVE FINISH FLOOR (U.N.O.). Z-6,YF Lu GARDEN TUB DBL RIS 15. WINDOW MANUFACTURER TO TEMPER ALL Im 4 16" ca --j u X WINDOWS 2' WITHIN DOORS, OVER TUB & H (D Cn BAT 2 9'CLG. cr) T-0Yj a Oil SHOWERS 7 WINDOWS WITHING 18" OF THE > 5'-8Y2. a, CD ca 91 CLG. 2068 P - r- 10'-6Y2 4'-11" FINISHED FLOOR. C) c: 0 0 2668 9'CLG. 16. ALL SHOWERS TO HAVE DBL PLYWOOD bd ED CV r,I FLOORING. cn 2668 24"DS LL: 9'C1G. DBL IVS < cli cn� Lu CATHEDRAL FROM 9 - - - - - - - - - - - - -- IN, F 10'CLG. 868 2 X 6 Ln B'BASE 2 4XIi KNEEWALL 0 ('o L" �2 L W/GLASS ENCL. ;o Fs-wrg ui Byz 2'-10y2' BEDROOM 3 UTILITY 2 9'CLG. 9'CLG. 9'CLG. fft 6-2" 10" 2' 2'-lY2- Y CLG.TRAY TO 10' -tn _j 3�- -0/2. V-3- C-2 13'-6"x 14'-l" Ln IVA c-j C) 2668 =LDIS�J=j _n11 uj c\j c-j 10'CLG. - - - -- - - - - - - - IL 9'CLG. WT DRN R //N� 1-IRU RO(F co , )m N 9 E 5 e o 6) uj Ilk" 50 BIFOLD 7.5" 2-00 14 1 1 1 101-6 1 1 1 0 �EAT cy DBL R/S 2868 PKT % C-- SH3044 2 X 6 cn c e 77'0YZ7 117 266B cLG 4 2 50 1)0"N 5 1 USE; uj C13 T S7 7'-OY2" 5-5 3'-8Y2' '\-OPEN HANDRAIL c/) Y2. A& MEDIAIROOM 9!&G. 171-5114 14'-011 L J12 x 12 FIAT c\j FOR FDnRE 0 UJ 91 PLT 2 X 6 SH3044 SH3044 U) -F- u E virm 4'-3y2' 9'-6- 6-11" 9-4" 5'-IIY2' 2 x 4 WALL -c 4-3 13'-9Y2" 21'-2YZ L e 2 x 6 WALL T C9 co 35-0' 2 x 8 WALL C) AREA TABULATION LL Ca MAIN FLOOR PLAN 1274 SQ.FT. 8 FRAMING PLAN FLOOR PLAN ?! 0 r- C, E SECOND FLOOR 1492 SQ.FT. 0 .�2 a. LL (L SCALE: 1/4" V-011 SCALE: 1/4" 1'-0" j TOTAL A/C AREA 2766 SQ.FT. JOB NO. 04-BI-0027 01 LANAI 135 SQ.FT. SELLERS RESIDENCE LOT 21 HIDDEN PARADISE FRONT PORCH 114 SQ.FT. GARAGE 555 SQ.FT. SHEET TITLE SHEET SECOND FLOOR TOTAL AREA 3570 SQ.FT. FRAMING PLAN A 2.2 FLOOR PLAN J E3 W C, -ag cn 8 >. 43 g cu cu -0 3:: E E Ej E=- = � = c,,, _ '& E 4a gCL cu g c:, SLOPE 7:12 SLOPE 7:12 6 co co t-L 9 c� 7 9 AD.2 C5 CS - w w 0 g'-1 1/8' P EL 2 a� I I IF I C5 77 7� F-4 V) LL _ j co r3 c%j co CN cn CO cts C, UJI SLOPE 7:12 __j RIDGE fZ_ F: co �:r zo Ca I L SLOPE 7:12 W Fr ui cn Lu C) < uj ui AD 2 uj cn T-1 1/8"PLT,LEVEL 2 C) —r cn (r 7� A .2 uj SLOPE 7:12 UJI Lu SLOPE 7:12 SLOPE 7:12 U) 411. AD.2 \SLOPE 7:12 uj 9 Z6 tug U L to i- r PLT. 9'-11/8"PLTJ lr= -PL ? CD /7 CD C) ci ca ROOF PLAN CC) 2 SCALE: 1/4" V-011 0 .2 (L ILL CL r JOB NO. 04-BI-0027 PLAN NAME SELLERSCUSTOM LOT 21 HIDDEN PARADISE SHEET TITLE SHEET ROOF LAYOUT A 2.3 A r EXTERIOR r= :g iei g -95 ELEVATION NOTES -219 1 � � [NOTE-EXTELEV] 22.tj 1. GRADE CONDITIONS MAY VARY FOR ',EL in a m tj g INDIVIDUAL SITE FROM THAT SHOWN. BUILDER SHALL VERIFY AND COORDINATE Ej E L6 PER ACTUAL SITE CONDITIONS. E 1:3. 10 2. PROVIDE ROOF AND SOFFIT VENTS AS REQUIRED BY CODE AND MANUFACTURERS SPECIFICATIONS. L 12 7 co 17� 9 w U) ----------- SECOND FLOOR PLT. !7-1 1/8" LAP SIDING (TYP)-----, LL SHAKE ASPHALT SHINGLES(TYP) be n zo V) 44 C L=�Jji—1 12 7 SECOND FLOOR F.F 01-011 1211 GARAGE HEEL PORCH PLT. 9'1-1/8 AK co c%j \1w GARAGE PLT. C,4 11/8" C-0 co C%J iL M C" ca Ca 4" FREIZE (TYP)—.,z ;:z- ca 4"TRIM (TYP) ;-4 C= Cj c! ca c 0 j;"D �g 10" SQ. COLUMN W/ C14 C.2 STOCKBRIDGE INSERTS CAP AND BASE (TYP) E2 -t:j Ca a) C= AMERICAN SERIES----_ C> hi 0 TYPE "C" FIRST FLOOR F.F. CL Cx- of-oil GARAGE FLOOR- -F-71 -T- 8" BANDING (TYP) FINISHED GRADE Lu cn C) FRONT ELEVATION ui SCALE:114"=V-G" 12 C) 7 < uj ------ SECOND FLOOR PLT. rr U) ASPHALT SHINGLES (TYP)-----__ 4" FREIZE(T-YP) ASPHALT SHINGLES(TYP) 4"TRIM (TYP) 12 uj cn 7 SECOND FLOOR F.F. 01-011 FIRST FLOOR PLT. PORCH PLT. 9'1-1/8 GARAGE PLT. N 6" TOP TRIM (TYP) 00 T 4" SIDE TRIM (TYP) E .a 10" SQ. COLUMN W/ 11tv D CAP AND BASE(TYP) Ll r--� 2 x 4 SILL(TYP) FIRST FLOOR F.F. zi f- c:1 0-011 C? to C) -4 N GARAGE FLOOR m -j cn FINISHED GRADE 8" BANDING (TYP) ca 0 0 .2 r- 0- LL. a. RIGHT ELEVATION SCALE:114"=V-0" r JOB NO. 04-Bl-0027 PLAN NAME SELLERS CUST01A LOT 21 HIDDEN PARADISE SHEET TITLE SHEET FRONT AND RIGHT ELEVATIONS A 2.4 L r EXTERIOR ELEVATION NOTES (NOTE—EMLEV] 79 G = ii 1. GRADE CONDITIONS MAY VARY FOR "IN = :9 i� INDIVIDUAL SITE FROM THAT SHOWN. tA L3 BUILDER SHALL VERIFY AND COORDINATE (u sl g RE-8 0, = o PER ACTUAL SITE CONDITIONS. 8 u 2. PROVIDE ROOF AND SOFFIT VENTS AS &.E Z. =3 ts -i= REQUIRED BY CODE AND MANUFACTURERS L2 z :5 =ru §u .2:3 SPECIFICATIONS. 12 7 ASHPALT SHINGLES co to r- ...............----------- --------- 0 w w ca SECOND FLOOR PLT. > Co W lei \\\-4" FRIEZE (TYP) co 7777��po \-4" TRIM (TYP) �7? L) V) 12 \LAP SIDING (TYP) 7 SECOND FLOOR F.F.- 01-011 FIRST FLOOR PLT. 1011-181, co co .5 C14 co C, cc cu \8" SQ FRAMED COL -c3 *= ca 0 C3 w C6 FIRST FLOOR F.F. co 01-011 �i 9 C=), C3 OIL Q- n- 8" BANDING (TYIP) �I-NffH—EDGRADE ui cn REAR ELEVATION 12 7 < uj C..) SCALE:1/4"=1'-0' Lu ASPHALT SHINGLES (TYP) ui SECOND FLOOR PLT. ui C) cn 4" FREIZE (TYP) cc 00 Lu LAP SIDING all ILI uj SECOND FLOOR F.F. Of -011 FIRST FLOOR PLT. 10'1-18" GARAGE PLT. 8'-11/8" zo 8" SQ FRAMED COLJ/ 4"TRIM TYP 11-:110 two FIRST FLOOR F.F. 01-0111 rp- 7 7 C3 9 GARAGE FLOOR C? C3 CD ISHED GRADE t- 8" BANDING (TYP) LL C) CD co 0 0 LEFT ELEVATION (L LL (L A SCALE:1/4"=Ill r JOB NO. 04-81a27 PLAN NAME SELLERS CUSTOM LOT 21 HIDDEN PARADISE SHEETTITLE SHEET REAR AND LEFr ELEVATIONS A 2.5 2 S 1' 2 c, Lon o X-n o co a E if—, g a IX4 L '5 1`3 MID L 2X4 ---REMOVE AS NECESSARY FOR ELECTRICAL OUTLET co !g 9 c�l 7 V a w w Do D > 40.5 CO I UJ S2 w- L 2 X 4 C:5 W 40.5" KNEE WALL DETAIL 4'1 4"1 2-6* YI T-r low t it HOOD cn co C3 11% c:r–. sp. cu I F— RLI Z, A a cl I % ca cl w to ca RANGE DW C=) Irr C), 4�-O- 2-6* Z-01 T-0- TI 2'-0* q uj SIDE VIEW KITCHEN ELEVATIONS w SCALE:1/2* VI SCALE:1/2* 1111-0' C) < uj 0 uj C) ui fo�*) Lu C) cr cn C\j A- :3 1� I A 1� Lu U) -4 I F I F-7-71 9 LI,," 3'-6- X-0" TI T T-9' al 04 cl �f0e'47 13D tm CO 0 BATH 3 BATH 2 MASTER BATH a. LL cL SCALE:I/I VI SCALE:1/2"=1111-0' SCALE:1/2"=VV JOB NO. 04-81-0027 PLAN NAME SELLERS CUSTOM LOT 21 HIDDEN PARADISE SHEETTffLE SHEET FRONT AND RIGHT ELEVA'nONS A 2.6 W ELECTRICAL KEY [NOT_aEMW] "R -—2; F& SINGLE POLE OUTLET = = '8 1 91 tOc DUPLEX CONVENIENCE OUTLET ;g .8 . cn Z3 �V DUPLEX OUTLET ABOVE COUNTER -UN 9 :n B�. g-- �g g :2 WIRED FOR = tj 4v w E .!ij E FUTURE FAN/LIGHT [CcWp WEATHERPROOF DUPLEX OUTLET E C> m cp m A ��GFI GROUND-FAULT CIRCUIT-INTERRUPTER I t:! 23. lu DUPLEX OUTLET =3 �Ei L —5 2 HALF-SWITCHED DUPLEX OUTLET f SPECIAL PURPOSE OUTLET/JUNCTION Box r 4n: DUPLEX OUTLET IN FLOOR 220V 220 VOLT OUTLET OVERHEAD DUPLEX Awp h3 J�t WALL SWITCH 0 CD 7 THREE-WAY SWITCH 1--4 FOUR-WAY SWITCH GFI MR P!, LLJ U) RHEOSTAT SWITCH =3 > R U) Lu Lu DM DIMMER SWITCH CO ix NOTE: c� REINFORCED JUNCTION BOX LIGHTS IN IaTCHEN TO L J BE FIELD CERTIFIED CEILING MOUNTED INCANDESCENT BY OWNER BEFORE -0- LIGHT FIXTURE ROUGHIN. oo MDC NOTE: K� WALL MOUNTED INCANDESCENT PREWIRE GFI' LIGHT FIXTURE FOR FUTURE RECESSED INCANDESCENT LIGHT FIXTURE RECESS NOTE: m Awl, LIGHTS. RECESSED ADJUSTABLE EYEBALL 0 PREWIRE INCANDESCENT LIGHT FIXTURE �iF2 FOR 15'-0" LIN PENDANT FLOOR PrUG INCANDESCENT LIGHT FIXTURE LIGHTS. -0-pc WITH PULL CHAIN TO BE DETERMINED V) AT PRE-CON MEETING 0 EXIT LIGHT DW EMERGENCY LIGHT c\l L FLUORESCENT UGHTFIXTURE 43 FLUORESCENT LIGHT FIXTURE c6 WITH PULL CHAIN BRACE FOR DINING LIGHT TRACK LIGHT u') C"o EXHAUST FAN (VENT TO EXTERIOR) cn U- GFI -i EXHAUST FAN/UGHT COMBINATION u_ 1- .s -r- 14' (VENT TO EXTERIOR) 'a cc cl EXHAUST FAN WITH HEAT LAMP CCU COO !lot i (VENT TO EXTERIOR) c 12 C) _DW - — — — — — — CHIMES 3 (D r PUSHBUTTON SWITCH c C) r- 0 H�'PB "t 0 *GFI SMOKE DETECTOR .;r a. a. @ HEATOETECTOR CO2 DETECTOR (D THERMOSTAT (D SPEAKER 41PH 0 PHONE (I-CAT3) -----------4) TV lool, DETAIL FOR RECESSED $4 DDC (1-CAT5, I-RG6) )c C> STAIR LIGHTS 2!R0 3CC 4 TOTAL- FIELD MDC (2-CAT5, 2-RG6) cc IA CERTIFIED BY OWNER 0) ELECTRIC METER ui 7IN �ALL _=mlL ELECTRIC PANEL cn IL) (SEE D AIL 2 0 !j CEILING FAN PREWIRE M BE 4) (PROVIDE ADEQUATE SUPPORT) < MDC F- CEIUNG FAN / LIGHT PREWIRE *GFi' A I p (PROVIDE ADEQUATE SUPPORT) uj BRACE FOR NTRY LIGHT 77 M ELECTRICAL NOTES: [NOTEJ1ECTM) PROVIDE AND INSTALL LOCALLY CERTIFIED W _QKE ud DETECTOR AS REQUIRED BY NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES L JU Xv FmA E�q VB PROVIDE AND INSTALL GROUND FAUL FOR CENTRAL VAC 2. CIRCUIT-INTERRUPTERS (GFI) AS REQUIRED BY NATIONAL ELECTRIC CODE (NEC) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. GFI ELECTRICAL CONTRACTOR TO PRO14DE REQUIRED QT� 4c 3. DIRECT HOOK-UPS/CUTOFFS. Lu I Gj HVAC CONTRACTOR TO VERIFY THERMOSTAT cm 4- LOCATIONS. ALL ELECTRICAL AND MECHANICAL EQUPMENT (I.E. -------- -----------7 -------I WP 5. FURNACES, A/C UNITS, ELECTRICAL PANELS, SANITARY SUMP PITS, DRAIN TILE SUMP, AND 0 WATER HEATERS) ARE SUBJECT TO RELOCATION ELECTRIC PANEL DUE TO FIELD CONDITIONS. ELECTRICAL DEVICES: ABOVE FINISHED FLOOR: SWITCHES OVER COUNTER. . . . . . o . . .48" TO CL WALL OUTLETS OVER COUNTER. . . . . . .48" TO CL REMAINING SWITCHES . . . . . . . . . . . .48" TO CL WALL OUTLETS. . . . . . . . . . . . . . . .16" To CL BATH VANITY BRACKET OUTLET 12 (1- ABOVE TOP OF MIRROR). . . . . .88" TO CL WATER SOFTENER AND SUMP OUTLETS 48" TO CL TELEPHONE OUTLETS. . . . . . . . . . . . .16* TO CL TELEVISION OUTLETS. . . . . . . . . . . . .16' TO CL EXERIOR GFI OUTLETS. . . . . . . . . . . .16' To CL GARAGE GF] (ABOVE GARAGE FLOOR) 48- TO CL FRONT DOOR COACH LIGHT. . . . . . . . .8e TO CL GARAGE DOOR COACH LIGHT, (ABOVE GARAGE FLOOR) . . . . . . .84* TO CL DINING AND BREAKFAST FIXTURE . . . . .64" TO BTM 'p 0 OF FIXTURE L FOYER AND STAIRWAY FIXTURE . . . . . .96* TO BIM OF FIXTURE 04 cn THERMOSTAT. . . . . o . . . . . . . . . . .5e TO CL _j LL 04 c-li ELECTRICAL PLAN DOORBELL CHIMES. . . . . . . . . . . . . .W TO CL a Y", a Lq DOORBELL BUTTON. . . . . . . . . . . . . .LEVEL W/ a SCALE: 1/4" V-011 DR HANDLE KITCHEN WALL HUNG MICROWAVE 0 0 Ica E OUTLET . . . . . . . . . . . . . . . . . .76' TO CL 0 0 2 r- KITCHEN DISHWASHER RECEPTACLE . . .UNDER SINK cL u- a. KITCHEN RANGE . . . . . . . . . . . . . . .24' TO CL J KITCHEN REFRIGERATOR. . . . . . . . . . .48" TO CL WASHER/DRYER OUTLET. . . . . . . . . . .48' TO CL JOB NO. 04-BI-0027 SELLERS RESIDENCE LOT 21 HIDDEN PARADISE CL = CENTER LINE 1 = FIELD VERIFY 2 = MASTER BATH STANDARD 30" HIGH VANITY TO BE RAISED e FIRST FLOOR ELECTRIC PIAN E 1 . 1 L ELECTRICAL KEY ff E [NOW-aECSW] SINGLE POLE OUTLET to 8 cp DUPLEX CONVENIENCE OUTLET Lo w J= DUPLEX OUTLET A13OVE COUNTER 4i A �9 '9 :9 [3:c Wp WEATHERPROOF DUPLEX OUTLET Sj La 3-- E -0 .E 'o 9' Z5 o P(:c GF1 GROUND-FAULT CIRCUIT-INTERRUPTER CL 5� CL DUPLEX OUTLET (2 m- a, cu HALF-SWITCHED DUPLEX OUTLET L 12 u 2 :Ei :Ei .2 K SPECIAL PURPOSE OUTLET/JUNCTION BOX ti DUPLEX OUTLET IN FLOOR 10 220V 220 VOLT OUTLET OVERHEAD DUPLEX WALL SWITCH 1 4 4 4 4 co w 3 THREE-WAY SWITCH clj !z CS �-4 FOUR-WAY SWITCH 0 w R RHEOSTAT SVATCH w (i) _1 DIMMER SWITCH co Ui DM Lo Q REINFORCED JUNCTION BOX L J CEILING MOUNTED INCANDESCENT PH PH LIGHTFIXTURE FOF s WALL MOUNTED INCANDESCENT 3:r LIGHT FIXTURE F 1 v I RECESSED INCANDESCENT LIGHT FIXTURE lAl RECESSED ADJUSTABLE EYEBALL mm INCANDESCENT LIGHT FIXTURE INCANDESCENT LIGHTFIXTURE PC WITH PULL CHAIN Hi EAT LIGHT = EMERGENCY LIGHT FLUORESCENT LIGHT FIXTURE 3C): FLUORESCENT LIGHT FIXTURE WITH PULL CHAIN TRACK LIGHT L- — — — — — — — — - EXHAUST FAN (VENT TO EXTERIOR) EXHAUST FAN/LIGHT COMBINATION (VENT TO EXTERIOR) �MD7C evv EXHAUST FAN NTH HEAT LAMP (VENT TO EXTERIOR) 0 C4 rMDC CHIMES �OpB PusHBuTroN SWITCH @ SMOKE DETECTOR HEATDETECTOR CO2 DETECTOR THERMOSTAT SPEAKER F- — — — — — — — — — — — PHONE (I-CAT3) @42' DDC (1-CAT5, 1-RG6) MDC (2-CAT5, 2-RG6) fs—wTq ELECTRIC METER ui HOLE -C;M- ELECTRIC PANEL L I cn CEILING FAN PREWIRE OTV (PROVIDE ADEQUATE SUPPORT) C) < Lii CEILING FAN / LIGHT PREWIRE L —— — — — — — — — — — -J PH (PROVIDE ADEQUATE SUPPORT) 0 P4 < Lu ELECTRICAL NOTES: 0 FMDC I I J LNOTE-ELECTRIC] :707 PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE Lu DETECTOR AS REQUIRED BY NATIONAL FIRE uj PROTECTION ASSOCIATION (NFPA) AND MEETING cl THE REQUIREMENTS OF ALL GOVERNING CODES PROVIDE AND INSTALL GROUND FAUL 2. CIRCUIT-INTERRUPTER (Gn) AS REQUIRED BY NATIONAL ELECTRIC CODE (NEC) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. ELECTRICAL CONTRACTOR TO PROVIDE REQUIRED TV 3. DIRECT HOOK-UPS/CUTOFFS. HVAC CONTRACTOR TO VERIFY THERMOSTAT 4- LOCATIONS. ui PH ALL ELECTRICAL AND MECHANICAL EOUPMENT (I.E. M=DC 5. FURNACES, A/C UNITS, ELECTRICAL PANELS, SANITARY SUMP PITS, DRAIN TILE SUMP, AND WATER HEATERS) ARE SUBJECT TO RELOCATION DUE TO FIELD CONDITIONS. ui U) ELECTRICAL DEVICES: ABOVE FINISHED FLOOR: SWITCHES OVER COUNTER. . . . . . . . . .48" TO CL WALL OUTLETS OVER COUNTER. . . . . . .48' TO CL REMAINING SWITCHES . . . . . . . . . . . .48" TO CL WALL OUTLETS. . . . . . . . . . . . . . . .16* TO CL BATH VANITY BRACKET OUTLET 12 (1- ABOVE TOP OF MIRROR). . . . . .88 TO CL WATER SOFTENER AND SUMP OUTLETS 48" TO CL TELEPHONE OUTLETS. . . . . . . . . . . . .16" TO CL TELEVISION OUTLETS. . . . . . . . . . . . .16" TO CL EXERIOR GFI OUTLETS. . . . . . . . . . . .16' TO CL GARAGE GFI (ABOVE GARAGE FLOOR) 48- TO CL FRONT DOOR COACH LIGHT. . . . . . . . .84* TO CL GARAGE DOOR COACH LIGHT, (ABOVE GARAGE FLOOR) . . . . . . .84- TO CL arm DINING AND BREAKFAST FIXTURE . . . . .64" TO BTM X, OF FIXTURE FOYER AND STAIRWAY FIXTURE . . . . . .96' TO BTM OF FIXTURE THERMOSTAT. . . . . . . . . . . . . . . . .54" TO CL t_. cp DOORBELL CHIMES. . . . . . . . . . . . . .84' TO CL DOORBELL BUTTQN. . . . . . . . . . . . . .LEVEL W/ _j DR HANDLE b KITCHEN WALL HUNG MICROWAVE CD cq OUTLET . . . . . . . . . . . . . . . . . .76" TO CL co 0) x ELECTRICAL PLAN KITCHEN DISHWASHER RECEPTACLE . . .UNDER SINK 0 KITCHEN RANGE . . . . . . . . . . . . . . .24" TO CL 0 0 I- af Ll CL SCALE: 1/4" V-011 KITCHEN REFRIGERATOR. . . . . . . . . . .48* TO CL WASHER/DRYER OUTLET. . . . . . . . . . .48" TO CL JOB NO. 04-Bl-0027 SELLERS RESIDENCE CL CENTER LINE LOT 21 HIDDEN PARADISE 1 FIELD VERIFY I 2 MASTER BATH STANDARD 30" HIGH VANITY TO BE RAISED 4" SHEETTITLE SHEET SECOND FLOOR ELECTRIC PLAN E 1 .2 L rN T� CL 65'-6" 20--1 ly2" -6Y2" co 072 81-011 e 31-611 3'-BY2 131-9-1 uj JI < CD C) cc — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - 0 4% C) -- — — — — — — — — — — — — ella C'4 _77 -- — — — — — — — m — — — — — — — — — — — — — — — — -- — — — — — — < F N z 0 0 Lu 21.1011 -2 En > C:) m ui 6 1-ij L�j -�6 < 02 t-n L.Li < L m-0 1 4 L.n =m F, LJ3 LO C\2 3'-�/2 91-711 '\2 C2 0 — -- — — — — — — — — — — -J L L�'* I I m Ci cu — — — — — — — — — — — — 3YZ 4'-412 �4 2!-4" N to F= SLOPE 2" W F 6 91 -el U3 6 Do > IT cq m �g 0 �D 70 n 2 C; :2,- Ca I OR m 61 rn L— — — — — — — — — — — — — — — — — — — — 7771 777-77 7 > 7 — — — — — — — — — rn 1-4 F- 4'-5y2" 3- 41-91- Ca Ca Ca 6 1 SLOPE 1' U3 > w CO z Ln — — — — — — — — — — — — L - - - - - - - - c; -- - - - - - - - - - - - - - - - - - - - -- - - - - - - - - -- - - - - - - - L - - - - L�- - - - - - - - - - - - - - - - - - - - - - m 421-011 3'-61' 13'-6" A 101-01 v 65'-6' NOTE THE UNDERSIGNED (I.E. ENGINEER) HAS NO KNOWLEDGE OF ANY SUBSURFACE SOIL CONDITION REPORT: THUS, ALL FOOTINGS ARE DESIGNED 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 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. LL- VJ q0 z E--i CONGfRETE FOUNE) ATION FLAN- FOUNDATION LEGEND SCALE,- 1/4"=V-011 (SEE SHEEr No. S-4 FOR STRUCTURAL DErAIL) z �D C.) 'D C 8"X8"X16" CMU STEM WALL W/ FOUNDATION NOTES: M#4 ROD VERTICAL ON 48" O.C. 1. DIMENSIONS SHOWN WITH INDICATE PLUMBING OR ELECTRICAL HOOKED INTO 20"(W) x 1 0"(H) 9 OUTLET LOCATIONS. VERIFY WITH BUILDER AND/OR HOMEOWNER. CONC. FOOTER w/(2)#5 RODS CONT. TYPICAL FOUNDATION DETA] 20"(W) x 12"(H) THICKEN CONCRETE SLAB W/ (2)#5 \0 RODS CONT. 0 < INTERIOR THICKEW-SLAR DETAI m < 0 20-(W) x 12-(H) THICKEN STEP DOWN CONCRETE,StAB '4�' ,-, I- JOB NUMBER w/ (2)#5 RODS Cog, INTERIOR STEP DOWN DETAI F,e SHEET NUMBER S-1 OF T7 >1 !J LYL H TABLE FOR SHEAR WALLS FRAMING (GROUND FLOOR) L=m - SPAS b I A %. v%t" iig. 0 m .0i=F— —0 =m THE SHEAR WALLS TABLE WAS ESTABLISHED ASSUMING THE FOLLOWING CRITERIA UNLESS OTHERWISE --1 01* / NOTED IN THE TABLE: C) A) WOOD SHEATHING TO STUDS NAILING SHALL BE 8d COMMON NAILS. 0 L B) GYPSUM BOARD TO STUDS NAILING SHALL BE 5d AND 6d COLLAR NAILS FOR 1/2" AND 5/8" THICK E BOARD RESPECTIVELY. C) SOLE PLATE-COMCRETE SLAB ANCHORS SHALL BE 1/2"0 'rH1q5t3.:DCr0 !STE15L. R�Ds co 9 cA P-C-TIRIZOTE:9 AS SHot,10 60 �jAt� 0 OD Epmr (SrRou-4co 60�r's As ReLqojfzc�s) gl( rt%(:v &z-Low 11 F Lu L DESIGNATION REQUIRED SINGLE OR SHEATHING TO STUDS FLOOR TO FLOOR SHEATHING DOUBLE SHEATHING NAIL SPACING ANCHOR. SPACING z KA-IN 7/16" OSB SINGLE 6" 12" 60" O.C. V% (BLOCKED) V� 1v_^1 Q-) Z 3 J Z. IWO, %.- (z) /Z UJI C�p 7/16" OSB CD -A cn " :: -1 SINGLE 41' c:> V-11 (BLOCKED) 121' 60" O.C. < V) 0 LL1 V) 0 7/16" OSB LIJ (c) L lip SINGLE 3" 12" 36" O.C. 0 co (BLOCKED) _j Z V% Lu xs v% CO 0 co cz) m -A- ui m �a ADD EPDXY GROUTED BOLTS TO GATOR BOLTS TO ACHIEVE REQUIRED BOLT SPACING. czs Lil 73 U Ld Ld 0, C/-) 3: a_ < _00,_ CZ5 LLJ cl:� a_ < < c- ADDITIONAL NOTES: 1) FOR LOCATIONS CLOUDED AS INDICATE LOCATIONS WHERE HEADER BEAM SHALL BE -------L OF SHEET No. S-4. LO Z*Ak 41 C\2 fr-,. fill'[ 2) FOR LOCATIONS CLOUDED AS r5) , INDICATE LOCATIONS WHERE WOOD POSTS SHALL BE STRAPPED VY6 k_�:) C\2 vt;� A C11 c A, AT TOP AND BOTTOM AS SHOWN ON DETAIL "A" ON SHEET No. S-4. co 3) FOR LOCATIONS CLOUDED AS k jj SHALL BE STRAPPED PER DETAIL "N" ON SHEET No. S-4. 1-4 1.4 F4 F=4 4) FOR LOCATIONS CLOUDED AS SHALL BE STRAPPED PER DETAIL 15" ON SHEET No. S-4. i C', x 5) ALL EXTERIOR WALL OPENINGS OTHER THAN THOSE MENTIONED ABOVE SHALL BE BOLTED PER ---------- DETAIL "E" OF SHEET No. S-4. A —, �4 ,t44 6) ROOF TRUSSES SHALL BE STRAPPED TO TOP PLATES OF BEARING WALLS AS SHOWN ON YL Iq L TTI n f-% (I v M?-",A I z (z)zyj a dz)Al)z Imnu 2) ?--L I z I SCHEDULE "A" ON SHEET No. S-2. STRAPPING WILL BE ADEQUATE TO RESIST SHAER FORCES' _ A ACTING SIMULTANEOUSLY WITH UPLIFT FORCES. �D 0 V3 7) INDICATES FLOOR JIOSTS, AND GIRDERS TO BE DESIGNED, FABRICATED > AND CERTIFIED BY OTHERS. SCHEDULE "A ROOF TRUSSES STRAPPING SCHEDULE TO TOP PLATE F4 d OF BEARING WALLS (PRE-ENGINEERED FRAMING) :7 CO Z UTILIZING ALL THREAD STEEL RODS TRUSS No. OR UPLIFT TRUSS TO TOP C; TOP PLATE TO FOOTINGS z Z DESIGNATION (Ibs) PLATE OR TO STUD ALL TRUSS ENDS 5ECOND FL010f;R FfRAMING PLAN EXCEPT ONES 0 - 600 H2.5A, "SIMPSON" CLIPS 1/2"0 STEEL RODS SPACED AS OUTLINED BELOW SHOWN ON SHEET No. S-3 CD -r't"r!5, '17"r%ur-t r10 Gs f ROUND FLOOfR 5HEAfR WALL5 LA% rOUT UT-t,Vr--1. UT-5,Ur-rA,, 601 - 1200 (2) H2.5A, "SIMPSON" CLIPS 1/2"0 STEEL RODS SPACED AS USE (3) ROWS U111-15" SHOWN ON SHEET No. S-3 -SCALIE: 1/4"=V-011 OF 12d COMMON USE (2) ROWS NAILS @ 12" O.C. OF 10d COMMON 1201 - 4750 (3) LSTA36, "SIMPSON", �ITTzl "SIMPSON", HOLDDOWN d STAGGER NAILS STRAPS w ON BOTH SIDES. NAILS @ 12" O.C. uT-4/ OT-1, '566 �SH61E'rS '5-?- TYPICAL OF (3) 2" x 10" THRU (3) 2" x 12" TYPICAL OF (2) 2- x 6" THRU (2) 2- x 12" LL SOLID SAWN LUMBER SOLID SAWN LUMBER (2) 1/4" A36 STEEL 1j) FLITCH PLATES -BEARING STUD REQUIREMENTS FOR BEAMS GIRDERS: z DENOTES KING STUD AND "J" DENOTES JACK STUD. "4; ALL SOLID SAWN LUMBER BEAMS SHALL BE SUPPORTED s USE (3) ROWS 8 Lu OF 12d COMMON 1/2"0 A307 MACHINE WITH (1 )K+(2)Jys AT END SUPPORTS OR (2)K3s AT BOLTS w/ NUT AND _I�Z E NAILS @ 12" O.C. 2"0 STEEL WASHERS INTERMEDIATE SUPPORTS. LVL BEAM REQUIREMENTS ARE C3 STAGGER NAILS @ 12" O.C. 04 ON BOTH SIDES. SHOWN ON PLAN ABOVE AND DENOTED BY: U) 4-* 0 _F z 't III ir w C-%- 4p W (2) 1-3/4- PLY LVL (3) 1-3/4" PLY LVL (4) 1-3/4- PLY LVL (4) 1-3/4- PLY LVL z (2) 1/4- A36 STEEL FLETCH PLATE __j :2- kp MULTIPLE MEM5ER CONNECTION DETAIL5 m < NOT TO SCALE: 0 BEARING STUDS REQUIREMENTS FOR BEAMS GIRDERS: JOB NUMBER 1. LVL BEAMS OR GLU. LAM. BEAMS, SEE FRAMING PLAN ON SHEEr No. 2. 2. SOLID SAWN LUMBER, USE (2) KINGS FOR FLUSH BEAMS OR (2) JACKS SHEET NUMBER PLUS (1) KING FOR DROP BEAMS. S S-2 OF S-4 FIBERGLASS SHINGLES OVE� 30� IMPORTANT NOTE: FELT OVER 7/16" OSB BOARD OR REFER TO ROOF PLAN AND EAVE C Z)tx 1z, (z) tylz (e)?_%1 Z 15/32" PWD SHEATHING. DETAILS ON SHT AD.2 FOR ROOF PITCHES FOR ALL HOUSES ----------fit AIR BAFFLE BTW EA TRUSS TO MAINTAIN 112" MIN AIR 12 SPACE FOR VENT IMPORTANT N REFER To R( -AN AND EAVE T , S [DE A L ON 62 FOR ROOF PITCHES FOR USES ejN IN . STRAP FOR TRUSS ANCHORAGE (SEE F - - - - - - - A 4- �o t_ I GALV. METAL O.H. SCHEDULE "A" ON SHEET No. S-2) , ..o - 'A 01 e-, .000a- DRIP EDGE 00 cn WRAPPED ALUM. FASCIA 5/8" GYP. BID. CLG. OVER 2x8 PERFORATED VINYL/ ALUM. 1/2" GYPSUM BOARD SOFFIT STUCCO 2x STUDS @ 16" OC (MIN #2 FRIEZE SPF) PROVIDE MID-WALL BLOCKING FLAT C) WISE @ JOINTS IN SHEATHING L -75, m -T- 9 7/8" MIN. LIGHT U-1 rl: PIT. 2x PLATE :z 04 - TEXT. STUCCO Ln 0 fy- %_ VENEER OVER LJ m MTL LATHE AND C6 VAPOR BARRIER 3/4" PLYWOOD GLUED & SCREWED 52 Lli 00 >_ �> TO 16" PRE-ENGINEERED FLOOR co 5-: 0 OC m 00 z TRUSSES OR T.J.I. JOISTS 0 24 Lli C:� (SEE FLOOR TRUSS ENGINEERING) C-D Z U w 3: Ld 0 < 1ST FLOOR TO C) C) < -A rr 0A 2ND FLOOR —RIM JOIST BY TRUSS MANUF. STRAPPING PER (SEE FLOOR TRUSS ENGINEERING) It STRUCTURAL 1)< m - LA 1/2" CEILING BD OR 5/8" GYP. BD LO ,Z� LL_ a - X, Ln%q Q< r—,— 5T 0 TYP L Jp-m ;0 1/2"0 THREADED STEEL RODS CO X x 6 0 J _n V, SPACED PER SHEET # S-3. ADDITIONAL EXP. BOLTS MAY— z BE NEEDED PER SHEAR WALL - - - - - - - - S-41 TABLE ON SHEET # S-2. C,4 00 c� 0 cn (b , -Tl$ 7/8" MIN. LIGHT PROVIDE MID-WALL BLOCKIN FLAT �4 .......... TEXT. STUCCO WISE @ JOINTS IN SHEATHIN M C) VENEER OVER c) MTL LATHE AND 2x STUDS @ 16" OC (MIN #2 VAPOR BARRIER SPF) 0 Dtl -7— 1 �D cn P.T. PLATE w/ ANCHOR BOLTS PER Z cz)Z-i 10 STRUCTURAL 0 0 tR 1.4 0 4" CONCRETE SLAB WITH ui uj 6"x6"x1O/1O W.W.F. TYP. (3000 PSI. cn (1) # 4 CONTI FIBER MESH OPTIONAL). Qt� SLOPE GRADE --A Z_ c) 0 T AWAY ALL SIDES H 6 MIL VAPOR BARRIER VA > 1.4 #4 RODS VERT. ON 48" O.C. & AT CORNERS. ?T VERT. RODS SHALL BE HOOKED 6" INTO INTO SLAB FOOTINGS 0 BoTroM AND 12' C.0 20"(W)x 1 O"(H) CONCRETE 0 TOP. FOR HORIZ. REINFORCEMENT, USE FOOTING REINFORCED - Z" ::� 9 go. HORIZ. JOINT REINFORCEMENT W/(2)-#5 RODS CONT, O.C. (MAX.) �dl C) L ON 16 Z CO z 0 SECOND FLOOR &PEAf;R WALLS FLAN 7`�F. 2 - 5TOfR **r WALL &ECTION Q.� 1/2-0 THREADED STEEL RODS 1",� . CONTINUOUS FROM TOP PLATES SCALE-. 1/2"=P-011 .SCALE: 1/4"=V-011 TO CONCRETE. SPACE ON 60"O.C. OR AS SHOWN ON PLAN. SEE DETAIL "J" OF SHEET No. S-4 r10 FOR TYPICAL BOLT RUN. IMPORTANT NOTE: SEE DETAIL 1" OF SHEET No. S-4 REFER TO ROOF PLAN AND EAVE DETAILS ON SHT AD.2 FOR ROOF FOR TOP CORNER BOLT INSTALLATION. FIBERGLASS SHINGLES OVER PITCHES FOR ALL HOUSES 30# FELT OVER 7/16" OSB 12 BOARD OR 15/32" PWD "7 - --------- SHEATHING. --STRAP FOR TRUSS ANCHORAGE (SEE AIR BAFFLE BTW EA TABLE FOR SECOND FLOOR SHEAR WALLS FRAMING (SECOND FLOOR SCHEDULE "A" ON SHEET No. S-2) L _J TRUSS TO MAINTAIN A 1/2" MIN AIR SPACE THE SHEAR WALLS TABLE WAS ESTABLISHED ASSUMING THE FOLLOWING ; FOR VENT L CRITERIA UNLESS NOTED OTHERWISE IN THE TABLE: ------- -- A) WOOD SHEATHING TO STUDS NAILING SHALL BE 8d COMMON NAILS. GALV. METAL 1/2" CEILING BD OR 5/8- GYP. L DRIP EDGE BD TYP B) GYPSUM BOARD TO STUDS NAILING SHALL BE 5d AND 6d COOLER WRAPPED ALUM. NAILS FOR 1/2" AND 5/8" THICK BOARDS RESPECTIVELY, OR FASCIA OVER 2x8 ------ --- 1 -1/4" TYPE S OR W, #6 SCREWS FOR EITHER BOARD THICKNESS. 2x8 (n PERFORATED z 0 VINYL/ ALUM. DESIGNATION REQUIRED SINGLE OR SHEATHING TO STUDS SOFFIT SHEATHING DOUBLE SHEATHING NAIL SPACING STUCCO FRIEZE cr 0 <r- -------- 7/16" OSB 1/2"0 THREADED STEEL RODS z SPACED PER SHEET # S-3. PROVIDE MID-WALL BLOCKING FLAT SINGLE 6ts 12" *U (BLOCKED) ADDITIONAL EXP. BOLTS MAY WISE @ JOINTS IN SHEATHING ul C0 BE NEEDED PER SHEAR WALL cr V% 2x STUDS @ 16" OC (MIN TABLE ON SHEET # S-2. tr 1:4 7/16" OSB #2 SPF) @ 0 (BLOCKED) SINGLE 411 12' 7/8" MIN. LIGHT En P.T. PLATE w/ ANCHOR Z TEXT. STUCCO BOLTS PER VENEER OVER STRUCTURAL MTL LATHE AND Ib VAPOR BARRIER 4" CONCRETE SLAB WITH I ADDITIONAL NOTES: 6"x6"Y10/10 W.W.F. TYP. cf. C-'!!X (1) # 4 CONT. (3000 PSI. FIBER MESH 10 �R:; 1) ALL EXTERIOR WALL OPENINGS ON SECOND FLOOR SHALL BE STRAPPED OPTIONAL). 3 C:) SLOPE GRADE -4- AT TOP AND BOTTOM AS SHOWN ON DETAIL "F" ON SHEET No. S-4. �0 0 AWAY ALL SIDES v IVIIL VAPOR BARRIER 2) FLOOR TO FLOOR STRAPPING FOR UPLIFT SHALL BE MODEL No. CS20, z "SIMPSON", SPACED AT 32" O.C. AT BOTTOM AND ALSO APPLIED AT TOP #4 RODS VERT. ON 48" O.C. & AT CORNERS. M < VERT. RODS SHALL BE HOOKED 6" INTO 0 0� 5EE DETAIL "L" OF SHEET No. S-4 PER DETAIL "D" ON SHEET No. S-4. WHERE SECOND FLOOR WALLS ARE FOOTINGS 0 B01TOM AND I C:) 2" INTO SLAB FOR TOP CORNER BOLT INSTALLATION. 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 go. HORIZ. JOINT REINFORCEMENT ON SHEET No. S-4. flop, W/(2)—#5 RODS CONT. ON 16" O.C. (MAX.) TPREADED STEEL FROC.D5 FLAN JOB NUMBER - eT01R*%r WALL eECTION -0 8CALr=: 1/2' SHEET NUMBER OF L 1/2"0 THREADED STEEL RODS DESIGN CRITERIA SPACED PER SHEET # S-3, 1/2"0 THREADED STEEL RODS ADDITIONAL EXP. BOLTS MAY ------N, SPACED PER SHEET # S-3 . Z 1) LIVE LOADS: BE NEEDED PER SHEAR WALL STUD WALL ADDITIONAL EXP. BOLTS MAY. 0 TABLE ON SHEET # S-2. #4 RODS CONT. BE NEED 6 ROOF...............................20#/sq. ft., FLOOR...........40#/sq. ft. ED PER SHEAR WALL 2) WIND LOADS: j-4' CONC.. SLAB W/6x6x1O/1O W.W.F. oft flBegyIES" TABLE ON SHEET # S-2. THREE SECOND GUST WIND VELOCITY PER FBC-2001........................120 MPH EXPANSION JOINT TOR)=1.0, WIND EXPOSURE "B". CATEGORY "11" BUILDING w 1 (IMPORTANCE FAC PREENGINEERED ROOF TRUSSES STUD WALL RECESS SLAB 3/4"x 10" WIDE cCPi OR 1(-) 0.55 (PARTIALLY ENCLOSED BUILDING) 6 MIL. V.B. OVER CLEAN, AT GARAGE DOOR I 1::�u F GATOR NUT PREENG1 3) COMPONENTS & CLADDING DESIGN PRESSURES �LL COMPACTED TREATED FILL 6x6x1O/IO w.W.F. z Oft frISF(We 6x6x1O/IO W.W.F. 3"x 3*x 1/8" ROOF (ANYWHERE)= -50.1 Psf, +23.7 Psf e- , 71 #4 RODS VERT. ON 48" D.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 PRESSUR (PSF) EFFECT F WIND AREA (9"f PRESSUR (PSF) 2Q_NZ EFFECTIVE WIND AREA (so, ft.) FOOTINGS 0 BOTTOM AND 12" INTO SLAB m lt'IAIIFAN� 35 -44.7 HURRICANE STRA .. 1CO 0 TOP. FOR HORIZ. REINFORCEMENT, USE 10.0 35.5 -37.8 5 10.0 .5 PPING PER 4 SCH. "A" ON SHEET # S-2 TOP PLATE W.--i-L. 9 go. HORIZ. JOINT REINFORCEMENT -4 (2)-#5 CONT. HOOKED 20.0 34.4 -42.4 OF WALLS 20.0 34.4 -36.6 5 .01 & TIED AT CORNERS (2)-#5 CONT. HOOKED 4 32.1 -35.5 5 50.0 32.1 -38.9 1:1=111 If ON 16" O.C. (MAX.) MIN. 18" & TIED AT CORNERS 4 50.0 . .., III. MIN. 18" 4 100.0 30.9 -33.7 5 100.0 30.9 -36.6 48" (MAX.) OR Lu PLUS AND MINUS SIGNS INDICATE ACTING TOWARD AND AWAY FROM THE BUILDING SURFACES CONSULT ENGINEER 1/2*0 THREADED STEEL 20"4 TURN DOWN SLAB DETAIL T n ROD PER SHEET # S 20"(W)x 10*(H) CONCRETE FOOTING TURN DOWN SLAB DETAIL OGARAGE GENERAL STRUCTURAL NOTES: -3. REINFORCED W/(2)-#5 RODS CONT. 1) IT IS THE INTENT OF THE ENGINEER THAT THIS WORK BE IN CONFORMANCE WITH ALL EXCEPT 0 GARAGE REQUIREMENTS OF THE AUTHORITIES HAVING JURISDICTION OVER THIS TYPE OF 6- TYPICAL FOUNDA71ON DETAIL CONSTRUCTION AND OCCUPANCY. ALL CONTRACTORS SHALL DO THIER WORK IN CONFORMANCE STEEL COUPLER WITH ALL APPLICABLE CODES AND REGULATIONS. - - - - - - - - - - - - 2) THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE JOB SITE PRIOR Ld C:) 7/16' OSB NAIL wl CORNER DETAIL cr_ CD LLJ _Lj TO COMMENCING WORK. 8d COMMOM NAILS TO (N.T.S.) m C\I _j (n < ANCHORS, ANGLES, STUDS PER SHEAR WALL < 3) CONTRACTOR SHALL SUPPLY, LOCATE AND BUILD INTO THE WORK ALL INSERTS, 6x6x1O/IO W.W.F. 01Z FlftftMESH PLATES, OPENINGS, SLEEVES, HANGERS, SLAB DEPRESSIONS AND PITCHES AS MAY BE REQUIRED BY TABLE ON SHEET # S-2. 0 bi %. # i,,�.-417 ATTACHED DRAWINGS AND TO ACCOMMODATE OTHER WORK NOT SHOWN ON THE DRAWINGS. ` : .... 7 cy- Ld 4) THESE DOCUMENTS ARE THE PROPERTY OF THE ENGINEER AND MAY NOT BE USED OR D 0 '4 RIM JOIS 0 REPRODUCED WITHOUT EXPRESSED WRITTEN CONSENT OF THE ENGINEER. T OR BEAM 00 (26 SPH. -SIMPSON-, STRAP _j 2"x6" SPF #2 0 16" D.C. TOP PLATES Ld 5) ALL DETAILS AND SECTIONS SHOWN ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND (2)-#5 RODS CONT. m Z 1/2-0 THREADED STEEL THREADED STEEL RODS SYSTEM C0 0 SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUTION ELSEWHERE IN THE WORK ROD PER SHEET # S-3. I 1 0. C0 n Ca EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. INSTALLATION INSTRUCTIONS I Ix 20 LLJ 2: 6) SUBSURFACE SOIL CONDITION INFORMATION IS NOT AVAILABLE. FOUNDATIONS WIRER DESIGNED STEEL COUPLER n Lij 1) DETERMINE THE STARTING POINT AND MARK EITHER THE INTERIOR STEP DOWN DETAIL V) -:i:: LLJ < FOR A 2000 PSF SOIL BEARING CAPACITY. CONTRACTOR SHALL REPORT ANY DIFFERING LSTA36. "SIMPSON". LLJ u CONDITIONS TO THE DESIGNER PRIOR TO COMMENCING WORK. FORM BOARD BOLT LOCATIONS PRIOR TO CONCRETE POUR STRAPS (3) CONTINUOUS STUDS 7) IT IS THE CONTRACTOR'S SOLE RESPONSIBILITY TO DETERMINE ERECTION PROCEDURE AND SEE TYPICAL FOUNDATION IF "J-13OLTS" ARE USED OR BOLT LOCATIONS DIRECTLY DETAILS OF THIS SHEET. ON THE HARDENED CONCRETE IF EPDXY ANCHOR E30LTS SEQUENCE TO INSURE THE SAFETY OF THE BUILDING AND IT'S COMPONENT PARTS DURING ARE USED. ERECTION. EPDXY GROUT POST STRAPPING 0 TOP STRAPPING 0 TOP 2) CORNER LOCATIONS SHALL BE PER DETAIL "L" ON THIS OLTZ) MT.S.) 1/2"d THREADED LO CONSTRUCTION NOTES: SHEET. STEEL ROD SOLE PLATE SHALL BE ANCHORED TO SLAB W/ 1/2-0 CONCRET 3) INSTALL COUPLERS, WASHERS & NUTS WHERE REQUIRED SPH, "SIMPSON". STRAP 2x4 STUDS THREADED ROD BOLTS SPACED 1) ALL CAST ON PLACE CONCRETE (EXCEPT SLAB ON G 6"x 6" OR 4"x 4* POST RADE) SHALL HAVE A MIN. OF 3000 PSI PER DETAIL "J" ON THIS SHEET AND PER MANUFACTURER'S co -TE FOOTING x 0 16" D.C. PER SHEET # S-3. ADDITIONAL COMPRESSIVE STRENGTH AT 28 DAYS. SLABS ON GRADE MAY BE CONSTRUCTED w/2500 PSI CONCRE RECOMMENDATIONS. EXP. BOLTS MAY BE NEEDED ABU. "SIMPSON', x CID x 6x6xlO/10 W.W F PER SHEAR WALL TABLE ON x Olt F1 SHEET # S-2. NCRETE. 4) ALL THREADED STEEL RODS SHALL CONFORM TO THE POST ANCHOR 2) FOOTINGS SHALL BEAR BELOW DISTURBED ORGANIC SOIL AND UPON EITHER THE SURFICAL SOIL REQUIREMENTS OF ASTM A36 THREADED STEEL, GALVANIZED. S, DRILL 6" INTO CONCRETE rx, p__4 OR UPON STRUCTURAL FILL COMPACTED TO A DENSITY OF AT LEAST 95% OF STANDARD PROCTOR MAXIMUN DRY DENSITY (ASTM D1557) FOR A DEPTH OF AT LEAST ONE FOOT (1 ft.) BELOW THE BOTTOM OF THE FOOTING. POST STRAPPING 0 BOTTOM T TO F, '.4 BOLT RUN DETAIL (TYP) ANCHORAGE TO SLAB 0 BOTTOM 3) BEARING MATERIAL: THE FOOTINGS SHOULD BEAR IN EITHER THE EXISTING FINE SANDY SOILS, (N.T.&) (N.T.S.) (!7)-#5 RODS CONT. WHICH WILL REQUIRED PROPER COMPACTION, OR IN COMPACTED STRUCTURAL FILL THE BEARING (N.T.S.) Il-4 LEVEL SOILS, AFTER COMPACTION, SHOULD EXHIBIT DENSITIES EQUAL TO 95% OF THE MODIFIED 20- N41 PROCTOR MAXIMUM DRY DENSITY (ASTM D1557) C -POST STRAPPING ^A POST STRAPPIN INTERIOR THICKEN SLAB DETAIL 4) REINFORCING STEEL SHALL BE ASTM A-615 GRADE 60 STEEL CONFORMING TO ACI 301, TOP BOTTOM TOP & BOTTOM C) ACT 315, ACI 318 AND CRSI MANUAL OF STANDARD PRACTICE, LATEST EDITIONS. C) CIO 5) ALL CONTINUOUS VERTICAL AND HORIZONTAL REINFORCING STEEL IN FOOTINGS SHALL BE MISC. FOUNDATION DETAILS 0 �14 LAP SPLICED A MIN. OF 36 BAR DIAMETERS OR 24". WHICHEVER IS GREATER UNLESS (N.T.&) u OTHERWISE NOTED. z C:4 6) THE MIN. CONCRETE COVER FOR FOOTINGS SHALL BE 3 in. MIN. FOR REINFORCEMENT. I'l-D FOOTINGS (TO MAIN REINFORCEMENT).....................3 inches H2.5A, *SIMPSON" H2.5A, "SIMPSON" H2.5A, "SIMPSON" SLAB ON GRADE.....................................................CENTERED ROOF TRUSS--,.,, CLIP (TYP) OR ROOF TRUSS CLIP (TYP) OR ROOF TRUSS--,, CLIP (TYP) OR C) z SEE SCHEDULE "A" SEE SCHEDULE "A" HEADERS PER SHL III S-2 H2.5A, "SIMPSON" 0 7) HORIZONTAL BEAM AND FOOTING BARS SHALL BE BENT l'-O" AROUND CORNERS OR ON SHEET # S-2. ON SHEET # S-2. ON SHEET # S-2. GARAGE DOOR HEADER ROOF TRUSS CLIP (TYP) OR CORNER BARS WITH 2'-0" LAP SHALL BE PROVIDED. m SEE SCHEDULE "A" F (TYP) SEE SCHEDULE "A" ---------- ON SHEET # S-2. 8) CONTRACTOR SHALL PROVIDE SPACERS, CHAIRS, BOLSTERS, ETC. NECESSARY TO SUPPORT REINFORCING STEEL. SUPPORT ITEMS WHICH BEAR ON EXPOSED CONCRETE SURFACES 1`4 SHALL HAVE ENDS WHICH ARE PLASTIC TIPPED OR STAINLESS.STEEL. 9) ALL REINFORCING DETAILS SHALL CONFORM TO MANUAL OF STANDARD PRACTICE FOR -7 k? DETAILING REINFORCED CONCRETE STRUCTURES ACI 315 LATEST EDITION, UNLESS DETAILED OTHERWISE ON THE STRUCTURAL DRAWINGS. LSTA36, "SIMPSON', STRAPS 10) ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH 'THE BUILDING CODE REQUIREMENTS 112"0 THREADED STEEL 1/2"0 THREADED STEEL 20g x 24" LONG FOR CONCRETE" ACI 318 LATEST EDITION, AND "SPECFICATIONS FOR STRUCTURAL CONCRETE CS20, "SIMPSON", ROD PER SHEET # S-3 ROD PER SHEET # S-3 TWISTED STRAPPING STRAPS. Z CO FOR BUILDING" ACI 301. nr ROOF T S 4aO 30 x 24- LONG SEE SHEET # S-2 MASONARY FOR # OF STUDS. 0 1) CONCRETE MASONARY UNITS SHALL BE ASTM C90-75, HOLLOW LOAD-BEARING CONCRETE SEE SHEET # S-2 1/2"0 THREADED STEEL MASONARY UNITS, TYPE 1. GRADE N-1, NORMAL WEIGHT. WITH A MIN. COMPRESSIVE STRENGTH FOR # OF STUDS. z Z d ROD PER SHEET # S-3 OF 2000 PSI ( f ' m = 1500 PSI LTT19. "SIMPSON", 2) MORTAR SHALL CONFORM TO ASTM C270 AND BE OF TYPE M OR S. m HTT22. "SIMPSON"T-,,," HOLODOWN HOLDDOWN RY JOINTS REINFORCEMENT SGALL BE GALVANIZED TRUSS-TYPE WITH I.Xxx 3) HORIZONTAL MASON CONCRETE SLAB f14 C:) 6 in. LAP AT ALL SPLICES AND PLACED AT EVERY OTHER BLOCK COURSE. MAX. 16 in. D.C.. x x X WOOD FRAM 1) ALL WOOD FRAMING SHALL BE SYP #2 AND INSTALLED PER AITC AND SUPPORT GIRDE : A1. DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION. TPI AND NATIONAL R 2) ALL STRUCTURAL WOOD MEMBERS SHALL HAVE THE FOLLOWING MIN. DESIGN VALUES: EXTERIOR WALL OPENINGS ^K EXTERIOR WALL OPENINGS EXTERIOR WALL OPENINGS ^F DOOR JAMB SAWN LUMBER LAM. VENEER LUMBER STRAPPING 0 TOP & BOTTOM STRAPPING 0 TOP & BOTTOM EXCEPT AT Fb = 1,120 PSI Fb = 2,500 PSI (N.T.S.) GARAGE DOOR & OTHER LOCATIONS SHOWN STRAPPING 0 TOP & BOTTOM I�F ANCHORAGE 0 Top & BOTTOM DETAIL Fv = 90 PSI Fv = 285 PSI ON SHEET # S-2 OF THE DRAWINGS (N.T.S.) (N.T.S.) JAMB STRAPPING 0 TOP & BOTTOM Fcl = 565 PSI E = 1,900.000 PSI (N.T.S.) (N.T.S.) Fc = 1,455 PSI E = 1.600,000 PSI 3) ROOF & WALL SHEATHING SHALL BE 7/16- ORIENTAL STRAND BOARDS (OSB) OR BETTER, SPAN RATED AS SHOWN ON THE DRAWINGS. 4) ALL WOOD MEMBERS EXPOSED TO WEATHER OR IN CONTACT WITH MASONARY, CONCRETE E-4 OR SOIL SHALL BE PRESS UR E-TREATED. 0 SCHEDULE "C" TOP PLATES U) 5) CONTRACTOR SHALL PROVIDE ALL FASTENING DEVICES NECESSARY AND SUITED FOR EACH H2.5A, "SIMPSON", CLIPS (TYP) OR APPLICATION, FASTENING SUBJECT TO MOISTURE SHALL BE HOT-DIPPED GALVANIZED TO ASTM RECOMMENDED STUD SIZES AND SPACING BLOCKING REO'D. ROOF TRUSS NOT SEE SCHEDULE "A" ON SHT. # S-2 WALL PLATE HEIGHT STUD SIZE SPACING 2X4 BLOCKING 0 SHEATHING JOINT 2x4 OUTRIGGER BETWEEN OUTRICGERS SHOWN FOR CLARITY I A-153-80. 4" FROM GABLE END 0 48" OC /-HURRICANE CLIP H-2.5 C�3 ,-loll OR EOUAL 0 48* D.C. CONT. 2x4 SCAB FROM TOP To 6) ALL METAL CONNECTIONS AND FABRICATIONS SHALL COMPLY WITH A.I.S.C. SPECIFICATIONS. 8'-0' THRU 9 2x4 16" 7/16" STRUCTURAL ROOF SHEATHING BOTTOM CHORD TO SERVE AS -HANGER i 2x4BARGE RAFTER CONT. FOR X-BRACING 0 8' O.C. FASTENING SUBJECT TO MOITURE SHALL BE HOT-DIPPED GALVANIZED TO ASTM A-153-80. PROVIDE CLIP FOR 400 Ibs. 10'-0" THRU 14'-0" 2x6 16- .4 y. 1�� 7) SOLID BLOCK ALL JOIST AND RAFTERS AT POINT OF SUPPORT. SHINGLE STRIP 130TTOM CHORD OF COMMON OF LATERAL SHEAR TRUSSES 0 24' O.C. 16" 8) GRADE OF LUMBER TO BE USED FOR THE FABRICATION OF STUD WALLS MAY BE SPF #2 14'-1" THRU 18'-6" 2x8 FASCIA BOTTOM CHORD OF GABLE SPH, "SIMPSON". STRAPS 12d NAILS 0 8- C C. END TRUSS Ur 19'-0" THRU 22'-0" 2x8 12- 20 -BRACING 0 32" D.C. E-4 INSTEAD OF SYP #2. D.C. TOP CHORD OF GABLE END (3) 12d NAILS 2xlO 12" 1 1 TRUSS DROP 3-1/2- 1 DOUBLE TOP PLATE THE PLATE HEIGHT REPRESENTS THE VERTICAL 2x4 SCAB CONT. TOP TO BOTTOM CHORD 0 8 ft. MAX. UNINTERRUPYED SPAN LENGHT OF THE STUD. FROM GABLE OPENING IF HORIZ. CONTINUOUS GRACE CAPABLE OF W SCHEDULE "B" - MISCELLANEOUS FASTENING SCHEDULE TRANSFERING LATERAL LOADS TO SHEAR WALLS CONT 2x4 SCAB FROM TOP TO DOES EXIST. THEN THE SCHEDULE SHOWN ABOVE 80ii6M CHORD 0 X-BRACING 2x4 BLOCKING 0 48" O.C. BETWEEN LSTA35, "SIMPSON" 2x4 SCAB IF VERT (PROVIDE ADDITIONAL 2x4l a AT GABLE END TRUSS AND FIRST SPACE 0 32" O.C. CONNECTION FASTENER NUMBER OR SPACING DOES NOT APPLY. VER71CAL IF HIGHER THAN 48' COMMON TRUSS (MAX.) kA Ip WEB IS NOT PRESENT TO FORM AN "L' SHAPE) tk CONT. 2x4x8'#2 SYP. LATERAL TOP OR SOLE PLATE TO STUR, END NAIL 6d COMMON 2 (3) 12d NAILS (TYP) BRACE 0 48" O.C. STUD TO SOLE PLATE, TOE NAIL 8d COMMON 4 AT X-BRACING BOTTOM CHORD OF GABLE END TRUSS (J) 12d NAILS DOUBLE STUDS, FACE NAIL 10d COMMON 24" D.C. '11_� DOUBLE TOP PLATES, FACE NAIL I Od COMMON 16" D.C. (2)-2x4 TOP PLATE _j TOP PLATES, LAP AND INTERSECTIONS FACE NAIL - 2-16d OR 3-10d COMMON ISOMETRIC VIEW SHOE PLATE t= SCHEDULE "D" CONT. 2x4xlr #2 SYP-J LIJ CONTINUOUS HEADER, TWO PIECES 16d COMMON 16" D.C. ALONG EA EDGE LATERAL BRACE 0 48. 0 C a 16' D.C. SHOVANG LATERAL BRACE TO FRAMING SCHEDULE FOR OPENINGS SHALL BE AS FOLLOWS FOR ALL LOAD BEARING WALLS 7/16' OSB ON 1 st.- 2x4 STUDS GABLE END TRUSS :5 _j CD (EXCEPT AS OTHERWISE NOTED ON THE DRAWINGS) 2x4 BLOCKING 0 48" D.C. < PLYWOOD & PARTICLEBOARD SHEATHING: NAILED ON 4-/12- BETWEEN CABLE & FIRST TRUSS -PLATFORM FRAMINC- SUPPORT BEAM OR OPENING WIDTH IN FEET CUP 0 48* D.C.. CLIP MUST GIRDER PER SHEET # S-2 ROOF 7/16" OR GREATER 8d COMMON 6" D.C. EDGES & PROVIDE A MIN. 400 Ibs OF SHEAR. m < 8" O.C. INTERMEDIATE UP TO S-O" Y-l" THRU 6'-0" 6'-1" THRU 10'-0' WALL 7/16" OR GREATER 8d COMMON 6" D.C. EDGES & * (3)-2x8's (3)-2xlO's (3)-202's PLATFORM FRAMING 12" D.C. INTERMEDIATE LINTEL * I dHj JAMB USE TWO (2) STUDS OF THE SAME SIZE AS THESE OF THE WALL BEING CONSIDERED GABLE END FLOOR - 3/4" T&G PLYWOOD 8d COMMON 6" D.C. EDGES & OLTS.) DETAIL JOB NUIMBER 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. NOTE: UNBRACED LENGTH OF X-BRACING MAY (N.T.S.) NOT EXCEED 10 ft.. IF LENGTH DOES OR SEE SHEAR WALL TABLES ON SHEET S-2 & S-3. STUDS SHALL BE CONTINUOUS FROM TOP PLATES TO SOLE PLATES. EXCEED 10 (1., ADDITIONAL SCAB IS REO-0. SHEET NUMBER t4112 I OLA -40 F S-4 S Yjaco Frodict Radngs Effeefive: m2rch 35, 2002 -PRODUCT LINE RATING(PA) SIZE(in) M40/50–SH Standard single hung +30 -35 53x78 +30 -35 36x96 M-40HP/50HP–SH +50 -60 53x63 High performance single hung +50 -55 53x763/4. +35 -35 53x96 TW � SH +50. -60 5308 Tilt sash single'hung +35, -35 533x96 TB–SH .+50 -50 53x96 Tilt*thermal break single hung MP–SH +70 -70 53x78 linvact sinale hun- RW HP +35 -35 127x6l High performance horizontal slider RW XHP +55 -55 74x5l Extra high Performance horizontal slider +45 -45 112x63 I�U/314/5 SGD +35 -35.- 4068 panels Standard sliding'glass door +30 -30 3080 panels 2"Sill M2/3/4/5 HP SGD +45 -45 4080 panels' High performance sliding glass door 2-M"Sill IMMA/5 XHP SGD +55 508b panels Extra-high performance sliding glass door 2-1/21,Sill 5'wide panels not available in IN43&5 —------------- Revised:04/04/02 CAULK ICHIIID TWOS FRAIIII43— 99 SCREW Y114DOV FIN y %1000 NUCK ANCHOR CONCRETE OR MASONRY WIDTH By 131"CRS CAULK SEHIS40 V114DOv FIN 2/16'DIA.CONCRETE OPENING by DINERS 1/4'14AY SCREW A"CHCR! 1-1/0,MIN.CHBEDMENT CCIICRETC OR MASONRY Near Two By r"41NG SPACE. SHCATHII4G By DifflERS CAULK IICTWC04 WOOD BUCK SHRI AS RED'U. OPENING IT 13THERS 31 SHIM At ILEO'D.AT CA.SET of N4STALLAUCIN A"CHORS US'"G LOAD B 94 S1114S. RAX. CAR CiTuERS BY OTIICRS Vg I . &MASONRY CIPCNJNG 21 OTHERS ALLD A 4 S ILICK BY -1/4'MIN W/LOAD IWO BY WOOD C,SNIN STACK TO SE I/ USE S N WI'EAC SPACC CRCATra T14AN 1116-11 P8CSCNT. I :-,I.a 2) DOOR MAY IA0 ALUI(114ft ALLOY�Ijil (I y P.) INSTALLAT113N ANCHOR BEARING SHIM BUCK 11YOTHER"S 3) 110 SCREW INSTALLA;ICN ANCHORS RU&T Ir.C.r SC1,;@ DID SCREW Lim) 91 DOD TWO by WOOD$UCK 114STALLATIMI ANCHOR CAULK bETVEEN PASONRY tclINIG-11./To Atwrvr At CHIEDNENT Or 1-1/4*INTO MASOR4R ITS AT SILL MUST kC OF SUFFICIENT MAX At y ag CMICDCTt 110 SCREW(TYP.) BY OTHERS Lovmr SPACING ZETVICEN 010=ttf AH01ORS AND CDIICRE7C SCAFw Anclicks To or ev SHIM AS RCO'D. OPENING 9 WOOD BUCK 41 11C.IIA , INC 7 To AC"IEVC INK 111bCDOEIII V/LCIAD WOOD BUCK ANCHOR 5) USE LAXiii CAULK CA COUIVALENT FOR PERJ14EYER SEAL AROUND EXTERIOR Or Duo BEARING SHIM SLIDING CLASS 6) IF EXACT DOOR SIZE IS MP OT1012. 1/4'MAX. T LISTED 11,A,,,,, n,,A,,,USE ANCIOR DUAINITITY LIS11151Y 3/16*DIA,CONCRETE 7, LANIER 111%r1l T11 All ROPRIATC CESIG,,PACT UNE pro- VIT11 firu A A RS roll FCCKEI f JAME SCREW ANCHOR BY DINc It SCREW ANCIIORS 114 FRONT Or Moo I X SINT AS",jtt sp cr DOD FRAME T T77. 1---- PLACC CONCAC OR SIZES USE CLOSE" By PASS DQOA SIZC t COUrRIURATION 7U rjNISjj DpCIjI,* 0) CLASS Amrss 14AY vARr nit iroonRuctirs a Asin P E1300 CLASS CHARIS.SRIGLE CLAZN;G 1/4'MAX 9) It SMOVN INSULATING CLASS IS ALSO 011ALincu. 1-1/8,Ulu SHIN SPACE JAIIII.SILL CORNERS AND ALL ANCHORS WOUGH SILL ARC 11)BC SEALED VITH A S1 LL 11 T SEAM SCALER. LA JU ExTERICAtt EHOEDHENT 101 ALL INSTALLATION ANCHORS JIUST I)E MAD9 Or CORROSION RESISTANT IMICRIALS. A 11) NOT ALL CONF14URATIaN2 LISTED ADOVC ARC SHOWN ON?'ITS DRAVRIG.IIJOWTVrA N,,ALLA,,,,. I.HIM. _j By (TYP.) =ffj_==Jrw-v I,i4nak RILE O"All APPLY 7,0 INSTALLAIRD4 or A L, ..N.,gS MC OIDEDIENI WOOD BUCK LUERM lz� KINC LNILS MANIC I SLIDING"VUUR IS SHOWN. HIS PRINT ALSO APPLIES R)tt*RC:1, FIN FRANC JANS EXTERIOR FINISH ay DINERS TEItPrRCb CLAS MARK 4&MARK I BY DINERS (TYP.) EXT.FINISH SECTION 2 �Ek METER CAULK BY 07HERS INSTALL�TION 1�'i R 1 1!11: BY DDICRS PERIMETER CAULK -IV' 1/4 MINI PCR)ItETCQ CAULK BY OTHERS #110 SCREWi IN 3/16' DIA. CONCRETE 910 SCREWS Li EA. BY OTHERS WINDOW HEIGHT CALL OVERALL UP TO FRAME H AD SCREW IN FRA14E SILL JAMB L HOOj< STRIP rXT.FINISH 46 PSr 6 PSF UP—TO PSr 61 PSF W-101 61 PSF To 6 P , SO WINDOW L Y 13THERS SIZ-E SIZE r 6o Psr 7o Psr 45 PS 60 PSF L70 PSr TE. VIDIH R 7-�Plrllplr S IDING CLASS 5068 X13.Ox.xx to ,:r- ZOPSF BOOR FRAME 60-11/16 X to 3 3 3 3 3 3 3 6' HEAD —3 S.".WIDTH 1/41 HAX 6069 X)(001 fix.xx 72-11/16 so 4 4 4 4 4 4 3 A 6 SILL SIOCIL SHIM SPACE 8069 K,Ox.XX 96-11/16 go 3 5 6 5 5 5 3 6 1 0 L0062 0.Ox Xx 0- 9 6 7 6 45 IV DINERS 94TS LIXO --a— 6 7 SrCTION - X 6 6 7 6 --r— -fi— t2ofie DX0 145 3/8 x So 7 3 6 OX0 81-5/a X so 9 9 to 7 7 9 3 6 6 241 O.C. LAXU1 xxxx 7 6 DOR 1 6 9— EIGHT 1 60 DxXO.xxxx 144-11/16 go 7 14AX. 7YP.) H 20 7 0 16069 OxXO1 xxxx 192-11/16 XK so 10 13 115 9 111 12 3 6 6 TCI-IPERCD LD069 OXXQ.xxKx k,10-11/16 At 60 13 17 3 6 6 D V 2 SPAC1..LV &LASS (TYP.) 5080 X Dow,xx 60-11/16 X 96 3 3 3 C 1-1/8,MIN. 6090 XO.DX,XX 1-IVIfi K 96 3 6 —6 INSTALLA7 4 4 4 4 6 14 16 3 6 11 WIN a ?a 4 4 1 CIGHT EMBEDMENT TON ANCHOR OB0)CO,Ox.xx 96-IVIS u 96 5 5 6 3 5 6 6 AICCII01ts DID SCREW 6 9 6 6 5 6 6 6 111110�DXII � 6 A (1VP) 19-08 7 7 6 CAULK BETWEEm 12080 GXD 145-5/0 x 96 o 9 7 6 6 6 6 SPACE 11) 11 7 a 9 6 V013D FRAME L -5/9 a 96 10 1 114 6 HOOK STRIP 195 9 13 7 __T_ fi__ 7 88 HISTALLATION Ox" 144-11/16 x 96 . 71 3. 11 7 I 1W11-1 11601 MO.X XX IS SCREWS I C 0 IERALL AFRAI,4 HEAD V ZE 96; 0, R x 14 R ANCHOR SCREW .... ....X�.. 1911-11/16 X 96 IT 14 17 9 12 14 6 6 0 6. TIWII By WOOD MOSO nXXO,XXXX L-40-11/16 x 961 1 4 19 1. 12 16 is 6 NAX FRANC BY OTHCRS 6 TWO BY FRAMING 0 0 YP.) S.LIDING.GLAS — DrmR FRAME SILL �LIDING CLASS 10 JION 1 6'MAX(TV,., DOOR IIDOK ST SHEATHING 2 2 UMIIVJIA ALLOY 6061 By OTHERS muST BE OF SUFFICIENT LTH.TO ELEVATION EMBEDfIENI )F V INTO FRAMING MEMBER. HLIL I 6'rRO)J CORNERS&24'D.C. VIEWED FROM EXTERIOR EXT.FINISH AT HEAD S;JAMB$WITH DUCI-SIL BY.OTHERS OXO DOOR SHOWN NCO IOL APPLICATION OF DUO-SIL PERIMETER CAULK nuo, XXXX DOOR S�JOWW IPLY VATH SEALANT MANUFACTURERS TEMPERED&LASS BY OTHERS —4-1 CAULIC BEHIND rIN AT VIINDO17 SILL SCI SILL IN RED (I YP.) j/.7,L� 'ALERT FOR PERIMETER SEAL AROUND rj 5245 Otb I�INGS ROA0 OF CQNCRE7t DR AULK HOOK STRIP DETAII. KINCO LTD. KINCO, Ll D JACK5ONVILS.E.rLontDA 322S4 CIT LISTEDt%GA R INSTALLAT113N A14CH13R SLIDING CLASS SONVILLt, FLORIDA IIIH Nrxr CHO Z U DOOR FRA14C 3/16' DIA.CUNrRETC NR 111"' INSTALLA71ON DETAIL vooD rRA JARE 1RILD SLIDING GLASS bDUR W/T110 By V0rjD jUCIC agj'��f�j-.'11 E SI E5"ART SE JACK r1E flffille CREW ANCHOR(TYP.) MAY VARY PER THE REOUIRDAEUT C014CRETE Q S rIN SINGLE HUNG WINDOW H40/50 & I440/50HP R PENING X&SINGLE GLAZING Is SHOWN, HAS(IMRY OPENING ox XX / 090 DXXO t XXXX INSTALLATION I)EIAIJ, ITIEZ 11---pini 13Y OVIL"S BD 12/4/01 OuALIFiE0 C14INCER; B 1/06/01 NUEL ItARTfN 4 FIN JAMS DO NOT REOUIRE MANUEL 14ARY tIA OISCI DISCIPU MAATIOII ANCHORS ARE ONLY REOD. CIVIL I- N.T CIVIL SCALE. 01-1 il�SHEET. -N.T.S. "`o"1<JAX1! 11 (X DOOR SH rL.PC&_�Z 47162 iCET, nr. nr i REV.LLTIE4, -2 BY VOOD BUCK 910 x 1.1/1' MINIMUM EMBEDMENT OR 3/16' PFH TAPCONS WITH 4,563' 1112' MIN, EMBEDMENT (TYP) i NIS WLL BE INSIALVI RY AT LOTIMS FMICIED BY A OUT 09 DM SKH THAI THE ME KIVEN TE fri 9 Way p MR6 (2) PER HEAD JAMB 10 11.111.600 6 KE, R[H Rif 3 NVA1.1111 IN 1/4' GAP MAk 0-00KI M HE 9 US ANII R AKA A[ITRI 1`0 A0 VAIER 1411RAIR .750' Rk VAIR IWILM M V41 I�Ii`ID 111161 IS KID I PEROT 13 0 Iffffo Positive s Negat e Not=Approved I NIZ-7� mNr liff Not �pproved I- Z6 p F MATERIALS LIST .0of 1119 la KEVIN. PARTUDER WaTS # IV 11/4'x 4 9/16'MIL.TO K V[MO CI)PRESSIM VEATHERSTRIP LQXSEAL 9650(IRONIE) yonp-SIRIKE JMR -10 9/IV R.10 J[VMD too 1 0 IV 0,60 FIXED THRESHOLD if 1/4'y 4 92 11-4. _IGp cum EV-05 -6 CA SIM 81 11/16' INTERIOR79 5/16' 26 ga.(01112-.00) EXTERIOR STEEL S'KIN MAX UYURETHAV FOAM OF RASF.FOM-I)ENSITY�0 To Z5 Ibs'd BOTTOM CONEL 28 GA STFF1 (T X UNI�032') V00D LOCK BLOCK EV-08 7 VQ90 STRIKE STILE -01 VMD IV I IIAV X 15AV X 79 511V NIL TO EE 00 HINGE STILE EV-06 111/16'X 15/16'X 19 5A6'NIL.TO BE VMD LOCK FILLER kATE EV-09 .09 THICK PLASTIC am(STEEL) VIED-HINGE JAMB IV-11 11/4'x 4 9/16'MR.TO E VMD 110 x 3/4,YMB scus (4)SCRIVS PER NINE T I)x 2*'FAV.S. (2)SCREWS PER HINGE TI]rivi ull" I . MMY)KINJ own"A' ARLAIM, I V?UP 1.25' 1ji to 0,9 7. LID x 3/4'FAU (2)SCREWS PER HKE S. go x 2,ritV.S. AT EACH STRIKE PLATE ;aK El ONSET VIKSET BRAND U LOCK woo Ram WOO 'r 001 IMIONS A 2 BY VOOD BUCK wu Ulm Mal,[ff. 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