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12 (P') VARIES 5/8" OR 1/2" HIGH—� STRENGTH CEILING BOARD PER CODE (OR 5/8" GYP. TYPE'%" @ GARAGE W/A HABITABLE ROOM ABOVE) W/DRYWALL SCREWS @ 7" O.C. CEILING & 8" O.C. WALLS INSULATION PER CHART ON SN1 1x2 P.T. HORIZONTAL NAILER STD. 90-HOOK (SEE DETAIL (1) LAYER TYPE II (#30) UNDERLAYMENT FOR ROOF PITCH 4:12 OR GRATER & (2) LAYERS TYPE 1(#15) OR TYPE II (#30) UNDERLAYMENT FOR ROOF PITCH BETWEEN 2:12 & 4:12. PER FBC R905.2.7. 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. CAIi I ALUMINUM DRIP EDGE ALUMINUM FASCIA 2x SUB FASCIA SEE SOFFIT SHEET 8"1 KNOCK -OUT BLOCK W/ 1#5 CONT. FILLED SOLID W/GROUT 8" C.M.U. TYPICAL TYPE'IS" MORTAR FINISH 1x2 PT WD FURRING @ 24" O.C. (1) #5 VERT. IN FILL 1/2" GYPSUM WALLBOARD CELLS (SEE U.N.O. FOUNDATION PLAN FOR LOCATIONS) 1x4 P.T. BASE NAILER 4"x4" INSPECTION 3 1/4" BASEBOARD PORT AT EACH FILLED CELL TYPICAL MIN. 2500 PSI CONC. SLAB M AT GARAGE CONTRACTOR MIN PSI MAY VARY PER TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/ 6X6 NOTE:EXTEND W1.4XW1.4 WWF OR _LLI DECO FINISH 4" to 6" "FIBERMESH" 7 BELOW GRADE L 6 MIL VAPOR BARRIER I I COMP. SOIL. (COMPACTED TO 95% MODIFIED PROCTOR III III I I 1=1 I I -I I I I I ASTM D1557) 3" MIN. CLR. (2) #5 REBAR CONT. ON 3" CHAIRS TYP. 4" 1'-4" STD. 90 HOOK (SEE U.N.O. DETAIL) TYPICAL WALL SECTION rA SCALE: 3/4" =11 S3 OPT: DEPRESS SLAB 5 Y2" DEEP AND 6" BEYOND DOOR TO RECEIVE PAVERS ! DRIVEWAY BLOCK WALL BEYOND CONCRETE SLAB 14" PAVERS O.H.D. RECESS z 4 °o �I I 11111 I I . ` I- 1-1 SEEA/S30RJ/S6---lillllllli�llil ,, illlr FOR REINF. INFO. 3" MIN. CLEARANCE V. " (1 STOR)) / 11(1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STOR GARAGE DOOR SLAB RECESS ("J-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.) 71=11 I I�IIIIIIIIIIIIIIIIIIII I D/ . G (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. s 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 E 6x6W1.4xW1.4 CVr WWF OR FIBERMESH II —III —III —III CD 1 III -I 11=1 11=' l 8„ l -1w... I TYPICAL INTERIOR BEARING WALL W/OUT UPLIFT GG SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SCALE:3/4": -011 S3 8"1 NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES MORTAR BETWEEN SLAB & BLOCK r ELEV. 0'-01. OL d a ° . A.F.F. 4 , ; ° ELEV.-031/2 0 °°° 2x4 CONT d. d°d' 'a d A.F.F. oQ LL - ' - 4, d d ° d- . ° 0 d GARAGE DEPTH VARIES ° d .. 8, GARAGE SLAB AT STEP �� SCALE: 3/41 2x S.P.F. STUDS @ 16" O.C. LOAD BEARING OR 2x STUD EXTERIOR WALL 8" C.M.U. 1"x P.T. STUD SEE CC/S3 OR #5 VERT. IN FILLED CELL N G/S3 FOR ANCHOR BOLT INFO. 5/8"x6" "J" BOLTS BOLT (IF NO UP LIFT ON @ 24" O.C. VERT. OR WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR (6)1/4"x31/4" TAPCONS *USP SPT22 TYP. SPACED EVENLY 2x P.T. PLATE ASSUMED FINISHED GRADE MONO OR STEMWALL z FOOTING MONO SHOWN c p ° o 00 FOR CLARITY D I=1 11=1 11=1 11=1 11=1 11=� III —III —III —III —III —III z D ° � �' I —III —III —III —III —III —III � NOTE: g' .' ° D 1 1=1 1-1 1=1 1=1 1=1 1- N *FOR BEARING WALL I —III —III —III —III —III=' r W/ UPLIFT ONLY III=III—III—III—III—I 11=III—III=III—III—III—III=1 I I —III —I 11=1 11—. -III-III=1 I=I 1=1 I I=I 11=1 I —I � III 11=I 11=1 11—'' III —III .III=IIII 1111111 I I II �I I I I ,t 11111 I I I 111=1 I FRAME WALL TO C.M.U. WALL CONNECTION D SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S3 SLAB INFORMATION. EXPANSION JOINT BLOCK WALL BEYOND 13 O.H.D. RECESS M T d� d M �..••• .:4 • —III I I I -tillI,I 1 111 •`•. `d.." _I I-IIIII I d o.^ '.. IIIIIII' SEE A/S3ORJ/S6�-II��Illlllill�l IIII. 3" MIN. CLEARANCE FOR REINF. INFO. 1'4" (1 STORY) V-8" (2 STORY) GARAGE DOOR SLAB RECESSri SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. 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. (2) ROWS OF 2x BLOCKING @ THIRD POINTS 5/8"° x 10" "J" BOLT @ 24" O/C W/ 2" X 3116" PLATE WASHER TYPICAL MIN. 2500 PSI CONCRETE SLAB W/ 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH C E ° 5/8"OR 112" HIGH STRENGTH (U.N.O.) (OR 5/" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) S.P.F. DOUBLE TOP PLATE USP SPT24 CONNECTOR 1/2" CDX PLYWOOD OR 7116" 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/ 21 PLATE WASHER (TYP.) (ALT: 1/2"1 TITEN HD @ 24" O.C. OR 5/8"x10' WEDGE ANCHOR @ 24" O.C.) 2" �31/2" MIN. =1 I 1=1 I 1=I'31/2"(min.)- 4" 00 31/2"(min.-1 I I- III=111 _ I�1=ICI=1�1=1�I ICI —ICI ICI (2) #5 CONT. I I I , ; 1111 11111 11111 111 I I � -4' 4" 1'" 8"" U.N.O. MIN, TYPICAL BEARING WALL aC� STEP cD SHEARWALL "SHEAR WALL" TRUSS BOTTOM CHORD OR 2x4 BLOCKING W/ 2-16d TOE NAILS @ EACH END SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. PROVIDE (1) USP HTW20 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. > 8'4% INSULATION PER CHART ON SN1 USP SPT22 CONNECTOR 2x P.T. BOTTOM PLATE 6x6W1.4xW1.4 WWF OR FIBERMESH SCALE: 3/41 roll� Sl°oi ALL LATH AND LATH ATTACHMENTS TO ecs' \o BE OUT OF CORROSION -RESISTANT MATERIALS M�N�M�U S �coNt�N -2x STUDS @ 16" O/C f - INSULATION PER CHART ON SN1 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL 3RD LAYER 1/8" THICK. @ K.O. BLOCK -USP SPT22 @ EA. STUD 518"OR 112" HIGH STRENGTH — (U.N.O.) (OR 5/" GYP. TYPE I @ GARAGE W/A HABITABLE ROOM ABOVE) S.P.F. DOUBLE TOP PLATE USP SPT24 CONNECTOR 5/8"° x 10" "J" BOLT @ 24" O.C. W/- 2"°x3/16" PLATE WASHER (TYP.) (ALT: 1/2"xl2" TITEN HD @ 24" O.C. OR 5/8"10' WEDGE ANCHOR �31/2" MIN. TRUSS BOTTOM CHORD OR 2x4 BLOCKING W/ 2-16d TOE NAILS @ EACH END SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. PROVIDE (1) USP HTW20 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. < T-6". (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 8'-6". —_INSULATION PER CHART ON SN1 --USP SPT22 CONNECTOR /2x P.T. BOTTOM PLATE 6x6W1.4xW1.4 WWF OR FIBERMESH I 1-11 00 I—IIII -1I1=11 I I_I I-1 I �' =1I I it I I I III=111=111=1I I III —III '' (2) #5 CONT. 11 I4,; I I„1111 �� 1141,111111 11 I I I I11 U.N.O. MIN. 2X P.T. PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING WEEP SCREED INSTALLED BAR PER MANUF. #3 OR #4 REINFORCING BAR N v D \ . ' D ' ° _ Z_ #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi T ° D FINISH GRADE °O [GRADE 60 MIN. Fy= 60ksi] 25" MIN. LAP [30" MIN. LAP] —lil= bo —111=1 —III 6 MIL VAPOR BARRIER -III III D D 11=1 I I=1 I I=111=_ - I-. R 1 7/8" D T #5 REINFORCING BAR —� ' III . I I —III —III —III —III T Z #5 LAP SPLICE COMP. SOIL. (COMPACTED TO 61, II I 95% MODIFIED PROCTOR ASTM D1557) -III IIIIII�IIIII�IIIIII�IIIIIIIII�II�I�II-1 4" TYPICAL EXTERIOR FRAME WALL FOOTING SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 34-1'-0" SLAB INFORMATION. P.T. 2x 1/2" GYP. BD. HOLD GYP. BD. 2 1/2" FROM SLAB 0101, CONT. BEAD SEALANT d INTERIOR 2x STUDS @ 24" O.C. U.N.O. -31 /2" GARAGE CONCRETE NAILS W 1 1/2' 1/2" GYPSUM WALLBOARD U.N.O. EMBEDMENT @ 12" O.C. W/ DRYWALL SCREWS @ 8"O.C. STAGGERED, FROM BOTTOM INSULATION PER CHART PLATE TO CONCRETE ON FLOOR PLAN (MIN. SHEAR 180# MIN. CONT. BEAD SEALANT TENSION 120#) CONCRETE SLAB E 6x6W1.4xW1.4 z;, c M WWF OR FIBERMESH00 M 6 MIL VAPOR = -! rI I —I I=1 I- LI FEI=1 11=1 11=1 11=1 11=1 11= BARRIER -III 11111 11 11 11 I I i 1111-T' I l- 4" 4" INTERIOR WALL SLAB STEP NON-BRG. K SCALE:3/4"=1'-0" S3 10" #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE REBAR DETAILS F SCALE: N.T.S. S3 6x6W1.4xW1.4 31/2" WWF OR FIBERMESH min.) 4" ° d 4 co I GRADE (1) #5 REBAR w/ OPT. MIN: TYPICAL THICKENED SLAB EDGE rL SCALE:314"=1'-0" S3 TYPICAL BEARING WALL @ STEP CC SCALE:3/4"=1'-0" S3 VARIES 1 1/2" RECESS FOR 6 x 6 W1.4 x W1.4 S.G.D. (U.N.O.) WWF OR FIBERMESH N E E ° -_ - 11111-111; 00 C 4_ d 4 d 11- N III III III III,;IIII IIIII . d I M li II a a (IIII ---- III11�: SEE A/S3/J/S6 411 „I 11 I_II I 111 „� 18' FOR REINF. INFO. OPTION #1 SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SLAB STEP & RECESS S.G.D. M SCALE: 3/4'1 S3 NOTE: SEE SECTION C/S3 FOR ADDITIONAL INFORMATION USP SPT22 CONNECTOR 2x P.T. PLATE SPACE ANCHOR BOLTS 6" MAX FROM Lu Lu W END OF 2" x PLATE � � D w ° p a I=1 I I—► I I —III ' —I I I I I IIIIIII I I —Illy (2) #5 CONT.=1 I ON 3" CHAIRS 8" 1'4" (TYP.) (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. s V-6". (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 81 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. 5/8- EXPANSION BOLT @24 " O.C. W/ 7" EMBEDMENT (MIN. SHEAR 171 3500#, MIN. TENSION 2600#) 6x6W1.4xW1.4 - WWF OR FIBERMESH N d 8" II —III— o III 111=1 FROM,M,1 r TYPICAL INTERIOR BEARING WALL W/ UPLIFT rG SCALE: 3/4"=1'-0" S3 MASONRY WALL AND PAD FOOTING 8" MASONRY WALL EXTEND FILL CELLS TO FOUNDATION PAD _E d CONT. FOOTING STEEL MAT REINFORCING. r ' 00 _GRADE a J d. ° —I—I 11=1I I-111-1 z w I I 1=1 11=1 I I —III W 0 0 U5 d. d OOTING FJ -III III —I 11=1 11=1 11=1 I III —III —III_ U BEYOND PAD REINFORCEMENT I -III—III—III—I " 3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAILrN SCALE: N.T.S. S3 U) J Q W UZ W W Q p ILL r� m o W d U 2 W O Owy W Z m 00 0 Q`~ N r Z # I- U Z {rim v LL = ' . ` :A W❑hh` o- s� <C W W z C7 LL❑LL < 0 �-= w U w � o =off HT_ Q E ' -0 N L ° tM N W 7 V1 to V = 02 o o, -0 � d oM = s o 2 0 2 o U �s °6 < �V) w Q� V o E � 70 V r-, 0 a W i �w0ww =iz��iH Z 2_<<Ilo02 Q 0 'Rol awwgZ °��-=0 Z2 LJ O O In ZILL J0->Zw Q�W°gta-�-gwp�UO¢ zIO °Ia °o< o 0 o�Qq�¢ 0 Z LV 0 I— i (n O F: M O Q M Lo "It LL QWQLo CL Q�Q� Z I— W Wj -0 CD N 0 N N i �t O o 0 �- CNN 0 > Lo O Z z -ZO N � WwW ��1:o N z 0 '> (af'j v ZLU~a �-- IY Q =MOZ H z W �I� zx�Zz W00 O 0�2`Z Q�zZ se Z Z �QO U 0U� 0 W Q Z Z z W J w'^ o LAST PLOT DATE >N Dec. 21, 16 O STRUCTURAL — _J i DETAILS —MONO