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I I t I I I I I I I I I I I I I I I I L---------------J FOR UNDERLAYMENT REQUIREMENTS SEE R905. 12 (NP•) VARIES INSULATION LE 5/8" OR 1/2" HIGH—� STRENGTH CEILING BOARD PER CODE (OR 5/8" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) W/DRYWALL SCREWS @ 7" O.C. CEILING & 8" O.C. WALLS INSULATION PER CHART ON FLOOR PLAN 1x2 P.T. HORIZONTAL NAILER STD. 90-HOOK (SEE DETAIL -- 1x2 PT WD FURRING @ 24" O.C./ 1/2" GYPSUM WALLBOARD (1) LAYER TYPE II (#30) UNDERLAYMENT FOR ROOF PITCH > 4:12 (2) LAYERS TYPE I OR TYPE II (#15 OR #30) UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS. PRE ENGINEERED WOOD TRUSS @ 24" O.C. U.N.O. HURRICANE ANCHOR @ EACH TRUSS (SEE UPLIFT SCHED.) W/ METAL PL. UNDER EA. TRUSS MOISTURE BARRIER SHINGLE ROOF 7/16" O.S.B. MIN. SEE ROOF NAILING SCHEDULE ON SHT. SN1 ELEV. VARIES ALUMINUM DRIP EDGE ALUMINUM FASCIA N 0 2x SUB FASCIA EE SOFFIT SHEET 8"x8"X16" KNOCK -OUT BLOCK W/ 1#5 CONT. FILLED SOLID W/GROUT �8" C.M.U. TYPICAL TYPE "S" MORTAR ARCHITECTURAL FINISH (1) #5 VERT. IN FILL U.N.O. CELLS (SEE FOUNDATION PLAN FOR LOCATIONS) 1x4 P.T. BASE NAILER 4"x4" INSPECTION 31/4" BASEBOARD PORT AT EACH FILLED CELL TYPICAL MIN. 2500 PSI CONC. SLAB c,) AT GARAGE CONTRACTOR MIN PSI MAY VARY PER TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/ 6X6 a NOTE:EXTEND W1.4XW1.4 WWF OR - DECO FINISH 4" to 6" "FIBERMESH" BELOW GRADE E DI o0 6 MIL VAPOR IIIII D III=1 I - - BARRIER I COMP. SOIL. (COMPACTED TO 95% -I I I I =III=III 11= MODIFIED PROCTOR III III III —III —I I IIIII ASTM D1557) 3" MIN. CLR. (2) #5 REBAR CONT. ON 3" CHAIRS TYP. 4" 1 1'4" STD. 90 HOOK (SEE U.N.O. DETAIL) TYPICAL WALL SECTION A SCALE: 3/4" = V-0" S3 OPT: DEPRESS SLAB 5 %" DEEP AND 6" BEYOND DOOR TO - RECEIVE PAVERS / DRIVEWAY CONCRETE SLAB—\ BLOCK WALL BEYOND 14'—]�O.H.D. RECESS d z .� a • III-1 11= �' ' ' a- 00 •'e � III III 1-111- III —I SEE A/S3 OR J/S6 ` -III III —III I I 111= —II III-11 FOR REINF. INFO. 3" MIN. CLEARANCE 1' " (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STORY) GARAGE DOOR SLAB RECESS Kj_1 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.) D I-III-III=1 lb ° -III=1I1=III L 1111111111.j 111- 1 %" o (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 8'-6". 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE. 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & @ 6" MAX FROM END OF 2 x PLATE 6x6W1.4xW1.4 r WWF OR FIBERMESH ``' D IIILIIIIIIIIIIIIIIIII1- 1 o TYPICAL INTERIOR BEARING WALL W/OUT UPLIFT GG SEE TYP. WALL SECTION SCALE: 3/4"=V-0" S3 FOR ADDITIONAL SLAB INFORMATION. LOAD BEARING OR EXTERIOR WALL SEE CC/S3 OR — G/S3 FOR ANCHOR BOLT INFO. (IF NO UP LIFT ON WALL SEE GG/S3) *SIMPSON SP1 w/ - (10)10d NAILS TYP. 8"x8"x16" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES 3/8" MORTAR BETWEEN SLAB & BLOCK `'' ELEV. 0'-0" OIL • • ;.• - A.F.F. .. ' e ' • .. • ' ' '' • . " '4 ' ; ' 4 a . ' ELEV. -0'-31/2" z ...a. d • �. •4 ' •• '. A.F.F. O O :,• .: '� . 2x4 CONT. •' • • •. A ., :� ILL - .' Co CNI GARAGE DEPTH VARIES :' • d 00 GARAGE SLAB AT STEP rW� SCALE: 3/4"=V-0" S3 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING NAILED W/ 8d COMMON NAILS @ 4" O/C 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 5/8"OR 1/2" HIGH STRENGTH (U.N.O.) (OR %" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) S.P.F. DOUBLE TOP PLATE SIMPSON SP2 w/ (12)10d NAILS 1/2" CDX PLYWOOD OR 7/16" O.S.B. SHEATHING REQ'D. FOR ALL EXTERIOR OR SHEAR WALLS AS INDICATED ON THE PLAN. ATTACH SHEATHING W/ 8d COMMON NAILS @ 4" O.C. @ BOUNDARIES, 6" O.C. @ EDGES, AND @ 12" O.C. @ FIELD 5/8"' x 10" "J" BOLT @ 24" O.C. W/ 2" x3/16" PLATE WASHER (TYP.) (ALT: 1/2"x12" TITEN HD @ 24" O.C. OR 5/8"x10' WEDGE ANCHOR @ 24" O.C.) 2" �3 1/2" MIN. >11 00 v L_ D p p p r TRUSS BOTTOM CHORD OR 2x4 BLOCKING W/ 2-16d TOE NAILS @ EACH END SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ 10) 10d NAILS WHEN TRUSS ALIGNED WITH STUD BELOW 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 8'-6". INSULATION PER CHART ON FLOOR PLAN SIMPSON SP1 w/ (10)10d NAILS 2x P.T. BOTTOM PLATE 6x6W1.4xW1.4 WWF OR FIBERMESH 1/2"(min.)- 4" 1/2"(min.) - 4" I I=III —III III=1 I I- -I I I -I I -I ►1: III_ IIII III=III=1 11=1 I I III -I 11 I I' (2)#SCONT. 1fR =11 III1111111, II ,II ;,III 4" 1 1 A " 8„ U.N.O. -} MIN. TYPICAL BEARING WALL an STEP an SHEARWALL "SHEAR WALL" SCALE: 3/4"=V-0" Qcs �vo S N.��N c 5/8"OR 1/2" HIGH STRENGTH — (U.N.O.) (OR %" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) S.P.F. DOUBLE TOP PLATE SIMPSON SP2 w/ (12)10d NAILS 5/8"' x 10" "J" BOLT @ 24" O.C. W/ 2"°x3/16" PLATE WASHER (TYP.) - (ALT:1/2"x12" TITEN HD @ 24" O.C. OR 5/8"x10' WEDGE ANCHOR @ 24" O.C.) �3 1/2" MIN. 00 �( 8" C.M.U. (2) ROWS OF 2x BLOCKING @ 2x STUDS @ 16" 0/C THIRD POINTS 1 "x P.T. STUD ULATION PER CHART ON FLOOR PLAN #5 VERT. IN FILLED CELL f 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 N LAYERS W/ TOTAL THICKNESS 7/8" OVER "J" 5/8"' x 10" "J" BOLT @ 24" O/C W/ 2" X 3/16" METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL 5/8"x6" BOLTS BOLT PLATE WASHER TYPICAL 3RD LAYER 1/8"THICK. K.O. BLOCK @ 24" O.C. VERT. OR 5/8" x 6" EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10)10d NAILS (6) 1/4"x3 1/4" TAPCONS 6 x 6 W1.4 x W1.4 WWF OR 2X P.T. PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING SPACED EVENLY FIBERMESH 2x P.T. PLATE WEEP SCREED INSTALLED BAR ASSUMED FINISHED E PER MANUF. #3 OR #4 REINFORCING BAR GRADE r��... p ° . z #3 & #4 LAP SPLICE GRADE40 MIN. Fy=40ksi p D ° - FINISH GRADE O0 M [GRADE 60 MIN. Fy= 60ksi] MONO OR STEMWALL ' ? M — — — D D 25" MIN. LAP [30" MIN. LAP] FOOTING MONO SHOWN —"� — FOR CLARITY • A �• 00 6 MIL VAPOR BARRIEIR I IIIII I I o 11=III=III=III=_ 00 R 1 7/8" • I -I I I I I I—J.—III—III— #5 REINFORCING BAR —� ►� ; .'. D� • •:. ' :•' ' .I I I I II I I d I II I I IIIIII 111_ its I AP IRPI Ir.I= NOTE: !' . • ' �' N IIIII =I 11=ll1= *FOR BEARING WALL COMP. SOIL. (COMPACTED TO Ilk 1 W/ UPLIFT ONLY 95% MODIFIED PROCTOR ASTM �— I I-III=III=1 I 1=)11=III=III= D1557) I I I I ILI III 11 IIIII IIIII „111=„I I F 4" 1'4" FRAME WALL TO C.M.U. WALL CONNECTION rD TYPICAL EXTERIOR FRAME WALL FOOTING SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" S` SLAB INFORMATION. 6x6W1.4xW1.4 3 1/2" WELDED WIRE MESH min. 4" ° I ° v GRADE °° 1-1_I- I I-1 11=1 I- i 1=1 11=1 I I ' ----- :1 11= 1 I 1=1 I 1= 11=1 I 1=1 I I I I I 1 I 1=1 I -(1) #5 REBAR w/ OPT. MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=1'-0" S3 BLOCK WALL BEYOND EXPANSION JOINT 13" O.H.D. RECESS I=1I� III 111� I , III=�I 1E I1�-1111�� T e e I'111111111 .., . 1'4111�1 -III- i •y • � I -III= 1-1I .III=1 SEE A/S3 OR J/S6 -IIIII I I II i 1I I I IIII r FOR REINF. INFO. 3" MIN. CLEARANCE 1'4" (1 STORY) V-8" (2 STORY) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" SLAB INFORMATION. P.T. 2x 1/2" GYP. BD. 2„ HOLD GYP. BD. 1/2" FROM SLAB 0'-0" J CONT. BEAD SEALM •• INTERIOR • 4' . �r CONCRETE NAILS W 1 1/2 EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB m a -1 - CN M 6 MIL VAPOR BARRIER 4" 4" INTERIOR WALL SLAB STEP NON-BRG. SCALE: 3/4"=V-0" —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 6x6W1.4xW1.4 WWF OR FIBERMESH • .. K S3 TRUSS BOTTOM CHORD OR 2x4 BLOCKING W/ 2-16d TOE NAILS @ EACH END -SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ (10)10d NAILS WHEN TRUSS ALIGNED WITH STUD BELOW —2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. --(1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. < V-6". (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 8'-6". —INSULATION PER CHART ON FLOOR PLAN —SIMPSON SP1 w/ (10) 10d NAILS /2x P.T. BOTTOM PLATE 6x6W1.4xW1.4 / WWF OR FIBERMESH (2) #5 CONT. -� 141 * i r-11 1611—i i1 181� IU.N.O. MIN. TYPICAL BEARING WALL @a STEP SCALE: 3/4"=V-0" NOTE: SEE SECTION C/S3 FOR ADDITIONAL INFORMATION SIMPSON SP1 w/ (10) 10d NAILS 2x P.T. PLATE SPACE ANCHOLLJ BOLTS 6" MAX FROM w END OF 2" x PLATE D w III=�=III 6 D a. g I=1I1=III I1=1 � • W II=� II-111- REBAR DETAILS F SCALE: N.T.S. S3 SEE FRAME -DOWN FALSE BEAM w/ (3) PLAN SEE ROOF PLAN FOR 10d NAILS TO TRUSS TOP CHORD AT 24" O.C. MAX. TRUSS CONNECTION SEE PLAN FOR - INFO &LAYOUT DESIGN SEE ROOF PLAN FOR STRUCTURALBEAM SIZE & CONNECTION INFO 2x4 #2 SYP P.T. FRAMING w/ MIN 7/16" O.S.B. SHEATHING * w COLUMN LOCATION w Z 0 Q ATTACHED PER NAILING SCHEDULE � QW J ow w SEE FLOOR PLAN FOR cn STRUCTURAL COLUMN SIZE & BASE CONNECTION INFO. SEE DETAIL 16/D1 FOR COLUMN TO PORCH SILL SECURE 2x4 P.T. BTM. PLATE ATTACHMENTS & 18/D1 •� w/ 1/4"x3" TAPCONS FOR COLUMN TO BEAM AT 8" O.C. ATTACHMENTS TRIM PER PLAN CMU BLOCK BASE, SIZE VARIES PER PLAN - SEE d PLAN FOR SIZE AND ih REINFORCEMENT (MIN. (2) #5 VERTICALS FILLED SOLID) BRICK PAVERS OR SLAB PER 1 " COMMUNITY SPECS o • �' • • ■ ■ . • a 1/2"(min.)- 4" (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 8'-6". 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. 5/8"DIA. EXPANSION BOLT @24 " O.C. W/ 7" EMBEDMENT (MIN. SHEAR 3500#, MIN. TENSION 2600#) 6x6W1.4xW1.4 N WWF OR FIBERMESH cl) E �* p D. 1 r_III=III-III= 4 III III —I 1 I (2) #5 CONT.F. , 11, III, , , I ON 3" CHAIRS 8" 11�11 811 (TYP.) TYPICAL INTERIOR BEARING oe WALL W/ UPLIFT G SCALE: 3/4"=1'-0" 13 1 1/2" RECESS FOR S.G.D.(U.N.O.) 6x6W1.4xW1.4 WWF OR FIBERMESH _N I M SEE A/S3/J/S6 — fi,� _ 8" FOR REINF. INFO. OPTION #1 SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SLAB STEP & RECESS S.G.D. K"'m SCALE:3/4"=V-0" �,,S3 MASONRY WALL AND PAD FOOTING 8" MASONRY WALL EXTEND FILL CELLS TO FOUNDATION PAD _� d. CONT. FOOTING STEEL I I MAT REINFORCING. f ' M 00 d • • • a. I J .• w d W W U IDU)U y, •I� - Za 0 M Q FOOTING v BEYOND 'AD REINFORCEMENT 3" MIN. CLEARANCE SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. S3 '�?ANI K: qk '• 82 •I' S. � ? O7 �a aIZ�0QZ�0Orn008nR Uoo ZO aouLLZ:�v0=aOJ.V +JI�lI`+I7 0N;]yP W>ZQ 13 >W a» YLZ o W W IW2 P y100 W O L Z2Oa VLLJQ C ZH LLZ O K � , Zz lo5gZ�HWWLL ILIJ W >"wwvw Q N u �^Kn•N, N Ln WJ it u mcm M �/�>�um=—j=Ho3Wmo-IFW�. m 00 W W m::2^<m O mmmmmmmmm W H: 2w� um001 jU ZWOW0 N5 UJ �Z O O Z�� < W 'ax<Z 5 3mz wZ Lu vi:5r-< aW Ln OD < 12 ZN 0>U-)MY m Lnn aQDJl0h=~��- Vz (n Ln u0U ^O C . cc )Q E OOtj ZWO ui 0 z IIlm013ItIm=0~CI� JC IIIi < 0� W 0 D 0 ZQQWH SCALE AS NOTED DATE 03-11-2019 SHEET NO.O S3M