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SCALE: NEW RIDGE BEAM & VAULTED CLG. AT (E) ATTIC 3/4" = 1'-0"259 1.REMOVE (E) INTERIOR WALL, CEILING FRAMING & ROOF SUPPORT FRAMING. 2.NEW RIDGE BEAM PER PLAN WITH 1" WIDE SHIM STRIP EA. SIDE 3.NEW ROOF RAFTER (RR) SISTERED TO EA. (E) ROOF RAFTER w/ (2) 16D's AT 24" MAX. O.C. 4.(E) ROOF SHT'G. TO REMAIN. 5.(E) RIDGE BOARD TO REMAIN 1 2 3 4 5 SCALE: NEW ROOF RAFTERS AT (E) ROOF 3/4" = 1'-0"251 1.(E) WALL & ROOF FRAMING TO REMAIN. 2.NEW 2x6 ROOF RAFTER (RR) SISTERED TO EA. (E) ROOF RAFTER w/ (2) 16D's AT 24" MAX. O.C. 3.(E) ROOF SHT'G. TO REMAIN. 1 2 SCALE: GABLE END WALL AT VAULTED CLG. 3/4" = 1'-0"252 1.(E) WALL & ROOF FRAMING TO REMAIN. 2.ADD ONE OR MORE 2x4 F.H. STUD TO EA. (E) 2x4 STUD w/ (2) 16D's AT 24" O.C. SEE TABLE BELOW FOR STUD COUNT. 3.NEW 2x6 LADDER BLOCK AT EA. FLAT 2x OUTLOOKER w/ (3) 16D's EA. END & (3) 16D's EA. OUTLOOKER. 4.NEW 2x ROOF RAFTER (RR) SISTERED TO EA. (E) RR w/ (2) 16D's AT 24" MAX. O.C. 5.(E) ROOF SHT'G. TO REMAIN. 2 13 3 4 5 SCALE: VAULTED ROOF AT (E) HIGH WALL 3/4" = 1'-0"253 1.(E) CRIPPLE WALL ABV. (E) CLG. & ROOF FRAMING TO REMAIN. 2.NEW 2x6 LADDER BLOCK AT EA. (E) FLAT 2x OUTLOOKER w/ (3) 16D's EA. END & (3) 16D's TO OUTLOOKER. 3.NEW 2x6 ROOF RAFTER (RR) SISTERED TO EA. (E) RAFTER w/ (2) 16D's AT 24" MAX. O.C. 4.(E) ROOF SHT'G. TO REMAIN. 12 4 SCALE: NEW VAULTED CLG. AT (E) ATTIC 3/4" = 1'-0"255 1.(E) WALL, CLG. & ROOF FRAMING TO REMAIN. 2.REMOVE (E) CLG. JOISTS (CJ) 3.NEW 2x RIM JOIST w/ (3) 16D's EA. CJ & A35's AT 24" O.C. 4.NEW 2x PLATE w/ (2) 16D's AT 24" O.C. 5.NEW 2x4 CRIPPLE STUDS AT 16" O.C. 6.NEW DBL. 2x TOP PLATE w/ BEVELED TO ALLOW 1" MIN. RR BEARING. 7.NEW 2x SHIM STRIP w/ 8D's AT 24" O.C. 8.NEW 2x6 ROOF RAFTER (RR) SISTERED TO EA. (E) RR w/ (2) 16D's AT 24" MAX. O.C. 9.(E) ROOF SHT'G. TO REMAIN. 1 3 4 2 5 6 78 9 SCALE: NEW VAULTED CLG. AT (E) ATTIC 3/4" = 1'-0"254 1.(E) 2x STUDS AT 16" O.C. 2.(E) DBL. 2x TOP PLATE. 3.(E) CEILING JOISTS TO REMAIN. 4.NEW 2x LADDER BLK'G. AT 24" MAX. O.C. 5.2x PLATE w/ (2) 16D's AT 24" MAX. O.C. 6.NEW 2x4 CRIPPLE STUDS AT 16" O.C. 7.NEW 2x TOP PLATE w/ (2) 16D's AT 24" MAX. O.C. 8.(E) ROOF RAFTER (RR) TO REMAIN. 9.NEW 2x6 ROOF RAFTER (RR) w/ 16D's AT 24" MAX. O.C. TO EA. (E) RR. 10.(E) ROOF SHT'G. TO REMAIN. 11.REMOVE (E) CLG. FRAMING. 1 23 4 6 5 7 8 9 10 11 SCALE: NEW VAULTED CLG. AT (E) ATTIC 3/4" = 1'-0"256 1.REMOVE (E) CLG. FRAMING. 2.(E) ROOF RAFTER (RR) TO REMAIN. 3.(E) ROOF SHT'G. TO REMAIN. 4.NEW 2x6 ROOF RAFTER (RR) w/ 16D's AT 24" MAX. O.C. TO EA. (E) RR. 3 4 1 2 3 SCALE: NEW VAULTED CLG. AT (E) ATTIC 3/4" = 1'-0"257 1.REMOVE (E) BEAM & INSTALL NEW BEAM PER PLAN. BEVEL TOP TO PROVIDE 1" MIN BEARING AT LOW SIDE. 2.REMOVE (E) CLG. JOISTS. 3.2x SHIM STRIP w/ 8D's AT 24" O.C. 4.NEW 2x6 ROOF RAFTER (RR) SISTERED TO EA. (E) RAFTER w/ (2) 16D's AT 24" MAX. O.C. 5.(E) ROOF SHT'G. TO REMAIN. 1 2 3 5 SCALE: NEW VAULTED CLG. AT (E) ATTIC 3/4" = 1'-0"258 1.REMOVE (E) CLG. FRAMING. 2.NEW PURLIN BEAM PER PLAN, BEVEL TOP TO PROVIDE 1" MIN. BEARING AT LOW SIDE 3.2x SHIM STRIP w/ 8D'S AT 24" O.C. 4.4.NEW 2X6 ROOF RAFTER (RR) SISTERED TO EA. (E) RAFTER W/ (2) 16D'S AT 24" MAX. O.C. 5.NEW 2x BLOCKING. 6.(E) ROOF SHT'G. TO REMAIN. 5 6 SCALE: INTERIOR NON-BRG. WALL AT NEW VAULTED CLG. 3/4" = 1'-0"260 1.(E) INTERIOR STUDS AT 16" O.C. 2.REMOVE (E) 2x TOP PLATE. 3.NEW F.H. 2x4 STUDS AT 16" O.C., RAKED TO MATCH ROOF PROFILE. REPLACE (E) STUDS OR SISTER TO EA. w/ (2) 16D's AT 24" O.C. 4.NEW 2x4 TOP PLATE w/ (2) 16D's EA. LADDER BLOCK. 5.2x LADDER BLK'G. AT 48" MAX. O.C. 6.NEW 2x6 ROOF RAFTER (RR) SISTERED TO EA. (E) RAFTER w/ (2) 16D's AT 24" MAX. O.C. 7.(E) RAFTERS TO REMAIN. 8.(E) ROOF SHT'G. TO REMAIN. 1 2 3 4 6 5 7 8 SCALE: NEW VAULTED CLG. AT (E) ATTIC & WALL INFILL 3/4" = 1'-0"261 1.(E) WINDOW HEADER TO REMAIN. 2.(E) 2x CRIPPLE STUDS AT 16" O.C. 3.(E) DBL. 2x TOP PLATE. 4.(E) CEILING JOISTS. 5.(E) BLOCKING. 6.(E) 2x PLATE. 7.(E) RAFTERS. 8.(E) BLK'G. & SHEAR TRANSFER. 9.NEW 2x INFILL STUDS TO MATCH (E) AT 16" O.C. w/ (3) 16D TOENAILS T&B. 10.CUT/REMOVE (E) CEILING JOISTS. 11.NEW 2x BLOCKING. 12.NEW 2x SHIM SHIM STRIP w/ 8D's AT 24" O.C. 13.NEW 2x6 ROOF RAFTER (RR) SISTERED TO EA. (E) RAFTER w/ (2) 16D's AT 24" MAX. O.C. 14.(E) ROOF SHT'G. TO REMAIN. 1 9 2 3 410 11 5 6 2 3 7 8 14 12 13 SCALE: STANDARD EXTERIOR FOOTING 3/4" = 1'-0"201 1.(E) CONC. FTG. TO REMAIN. 2.(E) 2x PTDF SILL PLATE. 3.NEW POST PER PLAN WITHIN (E) WALL w/ (2) 16D TOENAILS EA. SIDE TO (E) SILL PLATE. WHERE POST IS OF MULT. STUDS, INSTALL (2) 16D TOENAILS EACH STUD. 1 2 3 STUD LENGTH STUD COUNT 9' 1 11'-6" 2 13' 3 14' 4 15' 5 4 1 2 3 4 4 1.CUT (E) SLAB & INSTALL NEW PAD FTG. PER PLAN/SCHEDULE. 2.WIDTH (W) PER PLAN/SCHEDULE 3.FOOTING EMBEDMENT (D) PER PLAN/SCHEDULE. SEE G.S.N. FOR ADD'L INFORMATION 4.REINFORCING PER PLAN/SCHEDULE. No. OF REBARS PER SCHEDULE REGARDLESS OF AMOUNT SHOWN 5.#3 DOWELS AT 18" O.C. w/ 5" MIN. EMB. w/ EPOXY ADHESIVE PER GENERAL NOTES, REINF. STEEL, NOTES 6 & 7. DRILL 1/2"Ø HOLE. FOR MORE COMPLETE INSTALLATION REQUIREMENTS, REFER TO MFR. INSTRUCTIONS OR APPLICABLE ICBO REPORT. (SPECIAL INSPECTION REQUIRED.) 6.2x PTDF SILL PLATE w/ E.N. & 5/8"Ø A.B. w/ 7" EMB. & 3"X3"X0.229" PL WASHER WITHIN 12" OF POST, EA. SIDE. 7.POST PER PLAN WITHIN WALL. 3" CL R 7 6 15 2 3 SCALE: PAD FOOTING RETROFIT 3/4" = 1'-0" 202 44 1 SCALE: INFILL FRAMING AT (E) HEADER 3/4" = 1'-0" 262 1 3 1.(E) HEADER TO REMAIN. 2.(E) FRAMING AT EXISTING OPENING. 3.NEW INFILL STUDS AT 16" O.C. w/ (3) 10D TOENAILS (ALT DIRECTIONS) 4.POST PER PLAN w/ A35 EA. SIDE (SPIKE MULTI. STUDS TOGETHER w/ (2) 16D's AT 16" O.C.) 2 3 4 2 1 1 SCALE: INFILL FRAMING AT (E) DOOR OPENING NTS 203 1.(E) CONC. FTG. & SLAB ON GRADE 2.(N) 2x PTDF SILL PLATE w/ E.N. & NEW 5/8"Ø A36 OR A307 ALLTHREAD ROD ANCHORS PER PLAN/A.B. TABLE w/ 3" sq x 0.229" PLATE WASHERS & 5" MIN EMBEDMENT U.N.O. w/ EPOXY ADHESIVE PER SHEET S-1, ANCHOR BOLTS, NOTES 2, 5, 7. (SPECIAL INSPECTION REQUIRED.) 3.(N) 2X STUDS AT 16" MAX. O.C. WITH SHEAR PANEL PER PLAN 1 1 1/2" CLR. 2 3 1 FOUNDATION & ROOF FRAMING DETAILS SD2 2 AS NOTED PROJECT NUMBER: SHEET NUMBER: OF CL I E N T : TI T L E : SCALE: DRAWN BY: PR O J E C T H I S T O R Y : DATE: AI T S AT O C F E CI V AI L FI O NR LW N ETSIGER APE RED R SEFO L .G G T I REEN O SI N LA EKNA NE No . 6 8 8 5 6 Ex p . 9 / 3 0 / 2 5 16 0 8 W . F e s c u e L a n e , # 2 0 3 , C o e u r d ' A l e n e , I D 8 3 8 1 5 (9 5 1 ) 97 2 - 0 7 6 9 n e a l @ n g w e n g i n e e r i n g . c o m NG W EN G I N E E R I N G , I N C NG W EN G I N E E R I N G , I N C NG W EN G I N E E R I N G , I N C NG W EN G I N E E R I N G , I N C NG W EN G I N E E R I N G , I N C NG W EN G I N E E R I N G , I N C NG W EN G I N E E R I N G , I N C NG W EN G I N E E R I N G , I N C Bu i l d e r F r i e n d l y & O n T i m e Bu i l d e r F r i e n d l y & O n T i m e Bu i l d e r F r i e n d l y & O n T i m e Bu i l d e r F r i e n d l y & O n T i m e Bu i l d e r F r i e n d l y & O n T i m e Bu i l d e r F r i e n d l y & O n T i m e Pe t e r F r a z i e r / O c t o b e r 5 Fr u i t S t r e e t R e s i d e n c e R e m o d e l 19 2 5 E . F r u i t S t r e e t Sa n t a A n a , C A 9 2 7 0 1 6/3/2024 JMM, NGW 24-0303-ST BU I L D I N G D E P A R T M E N T C O R R E C T I O N S , N G W 1 2 / 6 / 2 0 2 4 1 1925 E Fruit St 2/26/2025