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BLUEPRINTS & DESIGN · · · · · · · · · · · · · · ·· ·· ·· ·· ·· ·· ·· · · ·· ·· ·· ·· · · ·· ·· · · · · ·· ·· ·· ·· · · · · · · · · · · · ·· ·· ·· · · · · · · · · · · · ·· ·· ·· ·· · · · · · · · · · · · · ·· ·· ·· ·· · · · · · · · · · · · · · · ·· ·· ·· ·· ·· · · · · · · · · · 3/8"=1'-0" SCALE: 0 2' 4' 8'-0" CEILING 8'-0" CEILING 8'-0" CEILING 8'-0" CEILING 8'-0" CEILING 3/8"=1'-0" SCALE: 0 2' 4' 8'-0" CEILING 8'-0" CEILING 8'-0" CEILING 8'-0" CEILING 8'-0" CEILING BLUEPRINTS & DESIGN 8'-0" CEILING 8'-0" CEILING 8'-0" CEILING 8'-0" CEILING 8'-0" CEILING 8'-0" CEILING 8'-0" CEILING 1/4"=1'-0" SCALE: 0 2' 4' TV TV TV TV 5068 SLIDING DOOR NEW 5050 XO NEW 4050 XO NEW 4050 XO NEW 3030 XO NEW 2020 XO NEW 2668 H.C. 2468 H.C. 2668 H.C. 2668 H.C. 2668 H.C. 2668 H.C. 8'-0" CEILING 8'-0" CEILING 8'-0" CEILING 8'-0" CEILING 8'-0" CEILING 8'-0" CEILING 8'-0" CEILING 8'-0" CEILING 8'-0" CEILING 8'-0" CEILING 8'-0" CEILING 8'-0" CEILING 8'-0" CEILING 8'-0" CEILING 8'-0" CEILING 8'-0" CEILING 8'-0" CEILING 8'-0" CEILING 8'-0" CEILING 1/4"=1'-0" SCALE: 0 2' 4' 3030 XO NEW W. HEATER W. HEATER 200 AMP 200 AMP BLUEPRINTS & DESIGN 3/8"=1'-0" SCALE: 0 2' 4' 3/8"=1'-0" SCALE: 0 2' 4' 3/8"=1'-0" SCALE: 0 2' 4' 3/8"=1'-0" SCALE: 0 2' 4' 3/8"=1'-0" SCALE: 0 2' 4' 8'-0" CEILING 8'-0" CEILING 8'-0" CEILING 8'-0" CEILING 8'-0" CEILING 8'-0" CEILING 8'-0" CEILING 3/8"=1'-0" SCALE: 0 2' 4' BLUEPRINTS & DESIGN 8'-0" CEILING 8'-0" CEILING 8'-0" CEILING 8'-0" CEILING 8'-0" CEILING 8'-0" CEILING 8'-0" CEILING TV TV TV TV 5068 SLIDING DOOR NEW 5050 XO NEW 4050 XO NEW 4050 XO NEW 3030 XO NEW 3015 XO NEW 2668 H.C. 2468 H.C. 2668 H.C. 2668 H.C. 2668 H.C. 2668 H.C. 8'-0" CEILING 8'-0" CEILING 8'-0" CEILING 8'-0" CEILING 1/4"=1'-0" SCALE: 0 2' 4' W. HEATER 200 AMP BLUEPRINTS & DESIGN 8'-0" CEILING 8'-0" CEILING 8'-0" CEILING 8'-0" CEILING 8'-0" CEILING 8'-0" CEILING 8'-0" CEILING TV TV TV TV 5068 SLIDING DOOR NEW 5050 XO NEW 4050 XO NEW 4050 XO NEW 3030 XO NEW 3015 XO NEW 2668 H.C. 2468 H.C. 2668 H.C. 2668 H.C. 2668 H.C. 2668 H.C. 8'-0" CEILING 8'-0" CEILING 8'-0" CEILING 8'-0" CEILING 1/4"=1' SCALE: 0 2' 4' 2'-0" MIN. 25'-0" MAX 2 3 1 4 5 BLUEPRINTS & DESIGN EXIST. NEW 0 0.00 0 0.00 0 0.00 0 2 7.20 0 0 0.00 0 1 2.50 1 2.50 0 0 0.00 BAR SINK 0 0 1 0.00 0 1 2.5 2.50 0 0 0.7 0.00 0 0.00 0 0.00 0 0 14.70 ’ 1'-0" APPROX. 36" AFF BLUEPRINTS & DESIGN 1/4"=1'-0" SCALE: 0 2' 4' 0.0" -4" 0.0" -4" 0.0" -4" 1/4"=1'-0" SCALE: 0 2' 4' 1 SD1 1 SD1 1 SD1 1 SD1 5 SD1 5 SD1 9 SD1 9 SD1 9 SD1 9 SD1 9 SD1 2 SD1 2 SD1 7 SD1 7 SD1 6 SD1 6 SD1 6 SD1 3 SD1 3 SD1 8 SD1 8 SD1 8 SD1 1 SD1 8'-0" CEILING 8'-0" CEILING 3 SD1 3 SD1 3 SD1 3 SD1 8'-0" CEILING 8'-0" CEILING BLUEPRINTS & DESIGN 8'-0" CEILING 8'-0" CEILING 1/4"=1' SCALE: 0 2' 4' 1/4"=1' SCALE: 0 2' 4' 10 SD1 10 SD1 10 SD1 10 SD1 11 SD1 11 SD1 11 SD1 11 SD1 15 SD1 15 SD1 15 SD1 12 SD1 12 SD1 12 SD1 12 SD1 14 SD1 14 SD1 14 SD1 11 SD1 11 SD1 11 SD1 13 SD1 13 SD1 13 SD1 17 SD1 17 SD1 17 SD1 17 SD1 16 SD1 16 SD1 17 SD1 BLUEPRINTS & DESIGN 10 SCALE: NTS 2x WOOD STUDS @ 16" O.C. MIN. (6) 16d @ KING STUD TO HEADER, QTY. TO MATCH WIDTH OF OPENING SIMP. CS18 OR LSTA21 STRAP W/ (8) 8d NAILS INTO BEAM & (8) 8d NAILS INTO TRIMMER / POST @ EA. SIDE OF BEAM TO POST @ BEAM SPANS 8'-0" & GREATER HEADER - SEE FRAMING PLAN FOR SIZE TRIMMER - SEE FRAMING PLAN DBL. 2x TOP PLATE CONT. 2x WOOD CRIPPLE STUDS @ 16" O.C. USE THIS SCHEDULE WHEN KING STUDS NOT NOTED ON PLAN SIMP. CS18x30" LONG FROM BEAM TO BLOCKING AT ALL OPENINGS GREATER THAN 6'-0" WINDOW AND OR DOOR HEADER, K.S. SCHEDUEL # OF KING STUDS REQUIRED, 9'-1" PLT OPENING WIDTH 10'-0" 6'-0" 5'-0" 4'-0" 2x4 D.F. #2 STUD WALL 1 UP TO 3'-0" 3 3 12'-0" 2 1 2 8'-0" 2 9'-0" 2 7'-0" 2 3 14'-0" 3 16'-0" NUMBER OF KING STUDS REQUIRED, D.F. #2 OPENING WIDTH 10'-1" PLT 8'-0" 6'-0" 5'-0" 4'-0" 2x6 STUD WALL(D.F. #2) UP TO 3'-0" 12'-0" 1 1 1 2 1 2 16'-0" 3 3 3 14'-0" 4 18'-0" 20'-0" 14'-1" PLT 2 1 2 2 2 3 4 4 4 4 SCALE: NTS 11 13 SCALE: NTS Non-Bearing Interior Wall 8d nails @ 6" o.c. Simpson DTC Clip at Top Plate To Truss as Required (6'-0", Max). Install nails into Truss W/1/4" Gap (Do not sink) To allow for Truss Deflection Simpson DTC Clip at Top Plate to each 2"x4" Flat. Install Nails into 2"x 4" Flat W/ 1/4" Gap (Do not Sink) to allow for Truss Deflection 2"x4" Flat as Required (6'-0" O.C. Max.) W/(2) 16d each end. Typical Non-Shear, Non-Bearing Parallel Wall Connection Typical Non-Shear Non-Bearing Perpendicular Wall Connection 1/2" Min. Gap increase as required to accomudate Truss Deflection Bottom Chord at Scissor Truss Pre-FAB Roof Trusses See Framing Plan for Size and Spacing Sheathing and Nailing per code requirement Sheathing and Nailing Per Code Requirement Pre-Fab Roof Trusses See Framing Plan for Size & spacing NON-LOAD BEARING WALLS @ TOP 14 SCALE: NTS 12 48" MIN. SCALE: NTS TOP PLATE SPLICE SCALE: NTS TRUSS TO WALL SCALE: NTS 2X4STUDS @ 16" O.C. & R-19 INSUL. 1/2" GYPSUM BOARD NAILING SCHEDULE SEE FRAMING PLAN FOR DECK 1/2" O.S..B. ROOF DECK - 8d NAILS @ 6" O.C. INTO 2X BLK'G w/SCREENED VENT HOLES & 3-16d TOE NAILS INTO TOP PLATE. 2X6 R.S. FASCIA R-38 BATT INSULATION SAG RESISTANT 3/8" STUCCO ON WIRE MESH ON 1" E.P.S. FOAM OVER 15# FELT ICC #2729 PREFAB. ROOF TRUSS - SEE FRAMING PLAN AND MANUFACTURER'S SHOP DRAWINGS ALT. BEAM LOCATION - SEE FRAMING PLAN FOR SIZE - U.N.O. "SIMPSON" H2.5A HURRICANE TIE 2 X 4DOUBLE TOP PLATE 3/8" STUCCO OVER 15# FELT ON 1" E.P.S. FOAM ON WIRE MESH 2 X FASCIA DOUBLE TOP PLATE 2 X 4 STUDS @ 16" O.C. SIMPSON H2.5A HANGER 5/8" GYPSUM BOARD SAG RESISTANT GABLE END (TYP) ICC # 2729 2X4 BRACE @48" O.C. START AT 24" TRUSS DEPTH 1/2" ROOF SHEATHING 2 X BLOCKING SIMPSON A35F AT 12" O.C. 1 1 2X6 BLOCKING 2X3-16d SIMPSON A35 AT EACH SIDE OF BRACE BOARD AND FOAM CONTROL ESR #1006 1'-0" MAX OVERHANG 16d TN @ 8" O.C. 2'-0" MIN. CONCRETE FOOTING REINFORCING PER PLANS AND/OR DETAILS TYP. LAPS AT CORNERS 2'-0" MIN. AND INTERSECTIONS SCALE: NTS SCALE: NTS 1 6" MIN. SHEATH ALL EXT. WALLS W/ 1/2" OR 3/8" APA SHEATHING W/ 8d @ 6" O.C., SEE SPECS CONCRETE SLAB PER PLAN SIMPSON RSP4 @ 48" O.C. OR EVERY THIRD STUD TOP AND BOTTOM. 2x CONT. PRESSURE TREATED PLATE W/ 1/2" DIA. x 10" LONG A.B.'S @ MAX 48" O.C. W/ MIN 7" EMBED. INSTALL WITH NUT AND WASHER. MIN. (2) BOLTS PER PIECE & 12" MAX. FROM EA. END. 2x WOOD STUDS @ 16" O.C. - U.N.O. (1) #4 CONT. IN FOOTING 4" 1'-4" 1'-6" MIN. (1) #4 CONT. NOTE: ANCHOR BOLT SIZE AND SPACING MAY VARY AT SHEARWALL LOCATIONS, SEE SHEARWALL PLAN AND SHEAR SHEDULES FINISH FLOOR FINISH GRADE BOTTOM OF FOOTING SHALL BE MIN. 1'-6" MIN. BELOW TOP OF UNDISTURBED SOIL W/IN 5'-0' OF FOUNDATION EDGE TYPICAL EXTERIOR MONOLITHIC FOOTING 3" 26 G. GALV. WEEP SCREED - TYP. 3.5" VERTICAL LEG 6" FROM GRADE 8 CONTROL JOINT 4" CON. SLAB ON 4" A.B.C. 1/8" WIDE X 1" DEEP (MAX) SAW CUT. CUT SHALL BE MADE SOON ENOUGH TO PREVENT SHRINKAGE CRACKING 4 SCALE: NTS 6" MIN. CONCRETE SLAB PER PLAN (2) #4 CONT. IN FOOTING 4" 1'-4" #4 VERT. @ 48" O.C, CORNER, END WALLS AND (2) @ HOLDDOWNS., ALT. BENDS 1'-6" MIN. GALV. WEEP SCREED - TYP. (1) #4 CONT. IN STEM NOTE: ANCHOR BOLT SIZE AND SPACING MAY VARY AT SHEARWALL LOCATIONS, SEE SHEARWALL PLAN AND SHEAR SHEDULES FINISH FLOOR FINISH GRADE 2 3" SCALE: NTS TYPICAL FOOTING AT DOOR OPEN'G 1 8@12" SLOPE CONTROL JOINT 4" 4" CONCRETE SLAB 4" 4" 4" 6" 4" CONC. SLAB ON 4" A.B.C. #4 CONT.. 5 A B 4" CONC. SLAB ON 4" A.B.C. 4" 4" 4" 4" #4 CONT. TOP & BOTTOM CONTROL JOINT 12" 12" 4" CONC. SLAB PER PLAN 2x WOOD STUDS @ 24" O.C. - U.N.O. 4" 6 NON-BEARING INTERIOR WALL HILTI XU(ESR2269) CONCRETE NAIL 2.5 LONG 48" O.C. MIN. 1" EMBED MAX 6" FROM ENDS SCALE: NTS 7 SCALE: NTS #4 CON. REBAR #4 CON. REBAR PRE-DRILL & GROUT #4 REBAR 6" MIN EMBED NEW FOOTING TO EXISTING FOOTING 4" 4" SLAB PATIO NATURAL GRADE 4" CONC. SLAB ON 4" A.B.C. 9 SCALE: NTS POST FOOTING 3 TOP VIEW SIDE VIEW SIMPSON ABU66Z SEE FOOTING SCHEDULE WOOD POST PER PLAN FRONT VIEW BEAM AT POST CONNECTIONS SIMP. ECCQ - SDS2.5 OR SIMP. ECC SIZED FOR BEAM AND COLUMN CONT. BEAM OR (2) BEAMS TO POST CONN. - SEE FRAMING PLAN SIMPSON CCQ - SDS2.5 OR SIMP. CC SIZED FOR BEAM AND COLUMN WOOD POST - SEE FRAMING PLAN SIMP. MSTC28 STRAP. INSTALL STRAP AT TOP OF BEAM - STRAP NOT REQ'D IF BEAM IS CONTINUOUS OVER POST WOOD POST - SEE FRAMING PLAN PERP. BEAM - SEE FRAMING PLAN SIMP.ECCLLQ - SDS2.5 OR SIMP. ECCLL SIZED FOR BEAM AND COLUMN WOOD POST - SEE FRAMING PLAN BEAM - SEE FRAMING PLAN CONT. BEAM OR (2) BEAMS TO POST CONN. - SEE FRAMING PLAN SIMPSON CCTQ - SDS2.5 OR SIMP. CCT AT 3 BEAM CONNECTION, CCCQ-SDS2.5 OR CCC FOR 4 BEAM CONNECTION, SIZE FOR POST AND BEAMS WOOD POST - SEE FRAMING PLAN SIMP. MSTC28 STRAP. INSTALL STRAP AT TOP OF BEAM - STRAP NOT REQ'D IF BEAM IS CONTINUOUS OVER POST USE SIMILAR CONNECTION WHEN POST SITS ON TOP OF BEAM BEAM - SEE FRAMING PLAN 17 RAFTERS TO BEAM 15 SCALE: NTS 1/2" O.S..B. ROOF DECK BEAM PER PLAN HURRICANE TIE "SIMPSON" H2.5A 2X6 RAFTERS @ 24"O.C. 8d NAILS @ 6" O.C. INTO 2X BLK'G 3-16d TOE NAILS INTO TOP PLATE. 2X6 R.S. FASCIA NEW WALL W/ STUDS @ 16" O.C. 8d @ EA. SIDE TO BEAM BEAM - SEE FRAMING PLAN DBL. 2x TOP PLATE CONT. 2x WOOD STUDS @ 16" O.C. - U.N.O. SIMP. CS20 STRAP W/ (8) 8d INTO BEAM & (8) 8d INTO POST BUILT-UP OR SOLID WOOD POST - SEE FRAMING PLAN SIMP. CS20 STRAP W/ (10) 8d INTO BEAM & (10) 8d INTO TOP PLATE BEAM - SEE FRAMING PLAN DBL. 2x TOP PLATE CONT. SIMP. CS20 STRAP W/ (8) 8d NAILS INTO BEAM & (8) 8d NAILS INTO TRIMMER / POST @ EA. SIDE OF BEAM TO POST @ BEAM SPANS 10'-0" & GREATER BUILT-UP OR SOLID WOOD POST / TRIMMER & KING STUD - SEE FRAMING PLAN SIMP. CS20 STRAP W/ (10) 8d INTO BEAM & (10) 8d INTO TOP PLATE MIN. (6) 16d @ KING STUD TO END OF BEAM SIMP. CS20 STRAP W/ MIN. (4) 8d NAILS TO TOP OF BEAM & (10) 8d NAILS INTO POST BEAM - SEE FRAMING PLAN BUILT-UP OR SOLID WOOD POST - SEE FRAMING PLAN DBL. TOP PLATE MIN. (6) 16d @ EA. KING STUD TO BEAM BUILT-UP OR SOLID WD. POST SEE FRMG. PLAN SIMP. CS20 STRAP W/ (10) 8d INTO T.P. @ EA. SIDE OF BEAM BOCKET BEAM AT WALL CONNECTIONS SCALE: NTS 16 BLUEPRINTS & DESIGN