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FOR UNDERLAYMENT REQUIREMENTS SEE R905. 12 p VARIES 5/8"OR 1/2"HIGH--` STRENGTH CEILING BOARD PER CODE (OR 5/r GYP. TYPE 'X" @ GARAGE W/A HABITABLE ROOM ABOVE) W/DRYWALL SCREWS @ 7- O.C. CEILING& 8"O.C. WALLS / I INSULATION PER CHART ON FLOOR PLAN 1x2 P.T. HORIZONTALj NAILER STD. 907 HOOK (SEE DETAIL (1) LAYER TYPE 11 (#30) UNDERLAYMENT FOR ROOF PITCH > 4:12 (2) LAYERS TYPE I OR TYPE 11 (#15 OR #30) UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS. PRE ENGINEERED WOOD TRUSS @ 24N O.C. U.N.O. HURRICANE ANCHOR @ EACH TRUSS (SEE UPLIFT SCHED.) W/ METAL PL. UNDER EA. TRUSS MOISTURE BARRIER SHINGLE ROOF 7/160 O.S.B. MIN. SEE ROOF NAILING SCHEDULE ON SHT. SN1 ELEV. VARIES� LUMINUM DRIP EDGE UMINUM FASCIA 1T N.O. 2x SUB FASCIA EE SOFFIT SHEET 8N8"Xl 6" KNOCK -OUT BLOCK W/ 1#5 CONT. FILLED SOLID W/GROUT 8"C.M.U. TYPICAL TYPE "S" MORTAR _----ARCHITECTURAL FINISH 1x2 PT WD FURRING @ 24- O.C.-/ (1) #5 VERT. I 1/2" GYPSUM WALLBOARD CELLS(SEE U.N.O. FOUNDATION FOR LOCATIO 1x4 P.T. BASE NAILER 4"x4" INSPEC 3 1/4" BASEBOARD PORT AT EAC FILLED CELL MIN. 2500 PSI CONC. SLAB AT GARAGE MIN PSI MAY VARY PER TO CUT BLOC MUNICIPALITY. CURB DUE T CONCREFE SLAB W/ 6X6 /-NOTE:EXTEN W1.4XW1.4 WWF OR DECO FINISH TIBERMESH" BELOW GRAD ;o 9 2 cn g z 6 MIL VAPOR BARRIER 4 COMP. SOIL. (COMPACTED TO 95% MODIFIED PROCTOR ASTM D1557) 3" MIN. CLR. (2) #5 REBAR CONT. STD. 90 HOOK (SEE ON 3"CHAIRS TYP. 114" U.N.O. DETAIL) TYPICAL WALL SECTION SCALE: 3/e 1'4r A E W S L AL 1T N 2x E SH N FILL PLAN NS) TION H TYPICAL CONTRACTOR K OR POUR O SLOPE D 40 to 60 E o OPT: DEPRESS SLAB 5 Y2" DEEP AND 6' BEYOND DOOR TO - RECEIVE PAVERS / DRIVEWAY CONCRETE SLAB-----, BLOCK WALL BEYOND 14" 0 H D RECESS IN SEEAIS30RJ/S6-'- -11-ITT-1 FOR REINF. INFO. 3" MIN. CLEARANCE 1' 4- (1 STOP 1 '-r (1 STORY w/ DEPRESSED SLAB OPT.) 1' .8- (2 STORI 1 GARAGE DOOR SLAB RECESS ri., SEE TYP. WALL SECTION FOR SCALE: N.T.S. �.S3 ADDITIONAL INFORMATION. 2x #2 SPF STUDS @16' O.C. W/ (2) 16d TOENAILS T & B 2x P.T. PLATE---\ (2) #5 CONT. ON 3- CHAIRS (TYP.) (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. !g 8-6". (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 81-6-. 1/2' GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. 1/4" DIA. X 3 1/4" TAPCONS @ 24- O/C & @ 6' MAX FROM END OF 2 x PLATE 6 x 6 W1.4 x W1.4 i6 V) WWF OR FIBERMESH 8- TYPICAL INTERIOR BEARING WALL W/OUT UPLIFT rG G SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SCALE: 3/4"=1'-0" S3 8"x1i"x`16" NOMINAL BLOCK WITH 3/8N MORTAR BETWEEN COURSES 3/81' MORTAR BETWEEN SLAB & BLOCK ELEV. 0'-0" OIL A.F.F. I-F 4 4 4 ELEV. 4-3 1/2",Ik 4 0 F.F. 2x4 CONT�/' A. 0 4 4 CD C14 ;1. 4 GARAGE DEPTH VARIES 4 4 GARAGE SLAB AT STEP B SCALE: 3/4"=V-0" S3 /-2�x S.P.F. S S 16" O.C. 2x STUD LOAD BEARING OR EXTERIOR WALL 8"C.M.U. 1"x P.T. STUD SEE CC/S3 OR #5 VERT. IN FILLED CELL OR G/S3 FOR ANCHOR BOLTINFO. 5/8"x6""J" BOLTS BOLT (IF NO UP LIFT ON N @ 24- O.C. VERT. OR �3 WALL SEE GG/S3) 5/8"x 6" EPDXY BOLT OR (6) 1/4'x3 1/4' TAPCONS *SIMPSON SP1 w/ SPACED EVENLY (110) 1 Od NAILS TYP 2x P.T. PLATE FINISHED �ASSUMED GRADE MONO OR STEMWALL--,, FOOTING MONO SHOWN Ap ;o FOR CLARITY t> t> NOTE: *FOR BEARING WALL W/ UPLIFT ONLY .. .. .. .. .. ILL FRAME WALL TO C.M.U. WALL CONNECTION rD SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. Ir- 6 x 6 W1.4 x W1.4 31/2" WWF OR FIBERMESH 4. .0 Imin.) 4" .0-4 TYPICAL THICKENED EXPANSION JOINT cn SEE A/S3 OR J/S6 FOR REINF. INFO. SCALE: 3/4"=T-0" S3 GRADE #5 REBAR w/ OPT. "REEN ENCLOSURE MIN. ME L SCALE: 3/,V= -70 S 3 BLOCK WALL BEYOND O.H.D. RECESS 3" MIN. CLEARANCE GARAGE DOOR SLAB RECESS ( i SEE TYP. WALL SECTION FOR SCALE: N.T.S. 3 ADDITIONAL INFORMATION. \,iii.�s cl) 5/8"OR 1/2" HIGH STRENGTH 'TRUSS BOTTOM CHORD OR 2x4 BLOCKING (U.N.O.) (OR %' GYP. TYPE 'X" @ W/ 2-16d TOE NAILS @ EACH END GARAGE W/A HABITABLE ROOM ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT S.P.F. DOUBLE CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ TOP PLATE (10) 10d NAILS WHEN TRUSS ALIGNED WITH STUD BELOW SIMPSON SP2 wl (12) 10d NAILS S.P.F. (OR EQUAL) STUDS @ 16' O.C. U.N.O. 1/2"CDX PLYWOOD OR 7/16" O.S.B. SHEATHING REQ'D. FOR ALL 1) ROW 2x BLOCKING @ MID HGT. FOR WALL EXTERIOR OR SHEAR WALLS AS HGT. � 81-6". (2) ROWS 2x BLOCKING @ 3rd PTS INDICATED ON THE PLAN. ATTACH FOR WALL HGT. > 81-6". SHEATHING W/ 8d COMMON NAILS @ 4- O.C. @ BOUNDARIES, 6- O.C. @ NSULATION PER CHART ON FLOOR PLAN EDGES, AND @ 12"O.C. @ FIELD 5/8"* x 1 0""J" BOLT @ 24" 0 C W/ IMPSON SP1 w/ (10) 1 Od NAILS 2"*x3/16" PLATE WASHER (TYP-) (ALT: 1/2'x12"TITEN HD @ 2,V 2x P.T. BOTTOM PLATE O.C. OR 518N1 01 WEDGE ANCHOR x 6 W1.4 x W1.4 Z�v @ 24- O.C.) 2w 1 WWF OR FIBERMESH p. I �j M W 5/8"OR 1/2" HIGH STRENGTH (U.N.O.) (OR %"GYP. TYPE "r @ GARAGE W/A HABITABLE ROOM ABOVE) S.P.F. DOUBLE TOP PLATE SIMPSON SP2 w/ (12) 10d NAILS TRUSS BOTTOM CHORD OR 2x4 BLOCKING W/ 2-1 6d TOE NAILS @ EACH END SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ (10) 1 Od NAILS WHEN TRUSS ALIGNED WITH STUD BELOW 2'x S.P.F. (OR EQUAL) STUDS @ 16- O.C. U.N.O. --v 1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. < 81-60. (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 81-60. NSULATION PER CHART ON FLOOR PLAN 5/8"'1 x 10""J" BOLT @ 24"O.C. W/ 70016" PLATE WASHER (TYP.) SIMPSON SP1 w/ (10) 1 Od NAILS (ALT: 1/2"xl 2' TITEN HD @ 24" O.C. OR 518"xl O'WEDGE ANCHOR 2x P.T. BOTTOM PLATE @ 24' O.C.) 6x6W1 4xW1.4 2'- X, WWF OR' FIBERMESH 3 1/2" MI N. 1 (min.)- 4" so 3 1 /2"Imin 4- (2) #5 09 Ill CONT. 4" 1.44 r U.N.O. MIN. P TYPICAL BEARING WALL @ STE SCALE: 3/4"=V-0" �3 v /20 (31/2' (m in.). - �4' JrATL �Alz 1/2"OR 7/16"OSB MIN. PLYWOOD SHEATHING NAILED W/ 8d COMMON NAILS @ 4- O/C BOUNDARIES, 6"O/C EDGES, AND 12" O/C FIELD. SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. olt (2) ROWS OF 2x BLOCKING @ o, STUDS @ 16- O/C NOTE: ULATION PER CHART ON FLOOR PLAN SEE SECTION C/S3 FOR THIRD POINTS ADDITIONAL INFORMATION 7/8" STUCCO FINISH PERASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER I SIMPSON SP1 w/ (110) CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL 5/8"* x 1 0'"J" BOLT @ 24"O/C W/ 2"*X 3/16" METAL LATH. FIRST 2 LAYERS 3/8"THICK EACH. 10d NAILS 3RD LAYER 1/8"THICK. 0 K.O. BLOCK PLATE WASHER TYPICAL .j 2x P.T. PLATE MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10) 1 Dd NAILS N I Fill I #5 REINFORCING BAR #5 LAP SPLICE COMP. SOIL. (COMPACTED TO 95% MODIFIED PROCTOR ASTM D1557) 11-4w TYPICAL EXTERIOR FRAME WALL FOOTING SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1!-0" SLAB INFORMATION. 1/2" GYP. BD. P.T. 2x HOLD GYP. BD. 1/2" FROM SLAB 0 CONT. BEAD SEALA& --j - < INTERIOR -31/2" CONCRETE NAILS W 11/2 EMBEDMENT @ 1? O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB <4 6 MIL VAPOR BARRIER INTERIOR WALL 14" 14" 1 TEP NON-BRG. SCALE: 3/4w=1'-0w E S3 -2X STUDS @ 24' O.C. U.N.O. GARAGE �'-1/2* GYPSUM WALLBOARD U.N.O. W/ DRYWALL SCREWS @ 8-O.C. -INSULATION PER CHART ON FLOOR PLAN CONT. BEAD SEALANT G j�6x6W1.4xW1.4 WWF OR FIBERMESH 4 K S3 36- MIN. LAP 136- MIN. LAP] [xxx'/xxx I I Xl� I 1)�, A I 1(r en- ..... .. I I , 11 -.1 ��#6 REINFORCING BAR 25 STD. 90 HOOK #6 LAP SPLICE - REBAR DETAILS F� SCALE: N.T.S. �, �3 SEE FRAME -DOWN FALSE BEAM w/ (3) PLAN ,,,-SEE ROOF PLAN FOR 1 Od NAILS TO TRUSS TOP CHORD TRUSS CONNECTION AT 24" O.C. MAX. INFO & LAYOUT DESIGN SEE PLAN FOR jh TOP OF BEAM 'V SEE ROOF PLAN FOR z STRUCTURALBEAM SIZE& CONNECTION a /-2 INFO w L� P�4 PT. i 0- ATI U) --7/16- O.S.B. 2x4 #2 SYP P.T. FRAMING w/ E E > MIN 7/16N O.S.B. SHEATHING v I N z ATTACHED PER NAILING U) 0 COLUMN LOCATION LU SCHEDULE ZE w i w w SEE FLOOR PLAN FOR Ill STRUCTURAL COLUMN SIZE & BASE CONNECTION INFO. SEE DETAIL 16/D1 FOR COLUMN TO PORCH SILL SECURE 2)(4 P.T. BTM. PLATE ATTACHMENTS & 18/D1 w/ 1/4x3" TAPCONS AT 8* FOR COLUMN TO BEAM ATTACHMENTS O.C. TRIM PER PLAN CMU BLOCK BASE, SIZE VARIES PER PLAN - SEE PLAN FOR SIZE AND REINFORCEMENT (MIN. (2) #5 VERTICALS FILLED SOLID) BRICK PAVERS OR SLAB PER 0'-On FIN. FLR.jk MMUNITY SPECS CO SCALE: 314"= T-W (2) #5 CONT.- ON 3"CHAIRS 8" V-4" (TYP.) (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. :5 V-13". (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 81-6". -1/2" GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. .5/8'DIk EXPANSION BOLT @24 O.C. W/ 7" EMBEDMENT (MIN. SHEAR 3500#, MIN. TENSION 2600#) 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH 8w TYPICAL INTERIOR BEARING WALL W/ UPLIFT 1 K""'G� SCALE: 3/4"=V-0" � �3 VAHIL5 110 RECESS FOR 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH S.G.D. (U.N.O.) E 4 4 .1 'A 7 E!4 4 7 SEE AIS --- 3/J/s6 8- FOR REINF. INFO. OPTION #1 SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. -N SLAB STEP & RECESS S.G.D. rM SCALE: 3/4"=V-0" '\. �3 MASONRY WALL AND PAD FOOTING 8"MASONRYWALL CONT. FOOTING STEEL GRADE 4 ;, 9 2 1 1�1 I ]-'I I ILI I' -H I- - - Lu 14 0 FILL CELLS EXTEND TO FOUNDATION PAD &4 MAT REINFORCING. 4 Z D UJI 71 w 0 Lu 0 LIJ cn 7= 1= z LL Q CO 11 ME IEEI I Ed I lEd I 1= -'''I I 1=1 I I OOTING -11 =-1 I V1 I M 11 1 -=�11 PAD REINFORCEMEN BEYOND 3"MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH PATIO COLUMN FTG. DETAIL rN'� SEE SCHEDULE SCALE: N.T.S. S3 I I fill., *% :Lu c\1 :L) Cc: < Z :-z, Fo z, , *.*-* . . % 01 * I UZ -!5 0, Z, - , , ":" 'o z K F t3 zo o 02 3: u 9 0�pza Lu i� g 5 8 Es -c w ;-: aj ,a " Z pi W 8 >z 5 -> 0, b g R 5, � R -Z w :) z 2 �g w 12 D co )!� 5 F- XrQpmz V) Z, 2!5 -, .0 9 �E 00, -!i z- y - 0 z 12=t H<Z-a - u "I z zpi z -w< 0 w wo 0 >. F 9 co Z Z Lu w t � > at M r-� 00 T-4 d ko C14 C14 M -a 6 In 00 ME L0 LLi Z 5 irn CL 0- tu -T Ln -j d MEM uj 00 M --I cc ,t 0 Lu W Z w o -;r 00 3: aw -j r4 0 a LL 0 r� < :2 z z rn 0 ;� �� -I U Lu 00 cl x -j z 5 Lu < ui a z o < > 0! c� Z C-i 0 4 14 C:) ul) *5 %0 0 > kn cn CD N M Ln M v- L- V) N (v 0 Ln F- u 00 E z 3: uj C) -j 0 U) uj INN- 0 U) j < ui INN- C) z SCALE AS NOTED DAT -2018 E 05-07 SHEET NO. S3M