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i I I I I L— — — — — — — FOR UNDERLAYMENT REQUIREMENTS SEE R905. 12 11 P') VARIES / INS 5/8" OR 1/2" HIGHS 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 I INSULATION PER —J CHART ON FLOOR PLAN 1x2 P.T. HORIZONTAL NAILER STD. 99HOOK (SEE DETAIL (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.O. 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 FINISH 1x2 PT WD FURRING @ 24" O.C. 1/2" GYPSUM WALLBOARD (1) #5 VERT. IN FILL U.N.O. CELLS (SEE FOUNDATION PLAN :4"x4" FOR LOCATIONS) 1x4 P.T. BASE NAILER INSPECTION 31/4" BASEBOARD PORT AT EACH FILLED CELL TYPICAL MIN. 2500 PSI CONC. SLAB 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 W1AXIN1.4 WWF OR "FIBERMESH"DECO FINISH 4" to 6" BELOW GRADE L r o °° � _ D 6 MIL VAPOR 0 op I I- = z r _ BARRIER ; r� 4 1 COMP. SOIL. (COMPACTED TO 95% — I MODIFIED PROCTOR I I 1TII 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" = 1'-0" �S3 OPT: DEPRESS SLAB 5Y2' DEEP AND 6" BEYOND DOOR TO RECEIVE PAVERS / DRIVEWAY BLOCK WALL BEYOND CONCRETE SLAB PAVERS 14" If.OH.D. RECESS SEE A/S3 OR J/S6 J -III i I I i I, III i is i I, FOR REINF. INFO. 3" MIN. CLEARANCE 1' " (1 STOR) I / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STOR GARAGE DOOR SLAB RECESS �. 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.) ��, ram• D I —I f I —I =1 (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. s 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 8'4'. 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF Z APPLICABLE. 1/4" DIA. X 31/4" TAPCONS @ 2411 O/C & @ 6" MAX FROM END OF 2 x PLATE 6x6W1.4xW1.4 T WWF OR FIBERMESH `") o A I ICI I I —I i f—III—I r TYPICAL INTERIOR BEARING WALL W/OUT UPLIFT rG G SEE TYP. WALL SECTION SCALE: 3/4"=V-0" S3 FOR ADDITIONAL SLAB INFORMATION. 8"x8"x16" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES GARAGE SLAB AT STEP SCALE: 3/4"=V-0" 2x S.P.F. STUDS @ 16" O.C. LOAD BEARING OR 0444 2x STUD EXTERIOR WALL 8" C.M.U. 1"x P.T. STUD SEE CC/S3 OR #5 VERT. IN FILLED CELL G/S3 FOR ANCHOR N BOLT INFO. I 5/8"x6" "J" BOLTS BOLT (IF NO UPLIFT ON 8�x "6" EPDXYTBOL OR WALL SEE GG/S3) I (6)1/4"x31/4" TAPCONS *SIMPSON SP1 w/ SPACED EVENLY (10) 10d NAILS TYP. N 2x P.T. PLATE T I ASSUMED FINISHED GRADE MONO OR STEMWALL Z FOOTING MONO SHOWN p D °D o ° FOR CLARITY _______ oO —III—I 1—I I I —I 1—I 1 III—I11-111=111=111=111= z NOTE: D g ° o° ° P—III—III—III—III—III—I 11-1 I E I 11=1 I *FOR BEARING WALL III—III—M T 1=III=III=III=111=111— W/ UPLIFT ONLY _ _ _ _ _ I —_III —I I I=I I I —_I I I_—i' III=1 11=1 11=1 11=1 1=1 1=1 11=1 1=1 1=1 1=1 1=1 11=F=111=111— ICI —III -III_ IIII_„III,,III III -III —III FRAME WALL TO C.M.U. WALL CONNECTION rD SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" S3 SLAB INFORMATION. 6x6W1.4xW1.4 3 1/2" WWF OR FIBERMESH min. 4" A. ' `d GRADE . a . 00 -(1) #5 REBAR w/ OPT. MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 BLOCK WALL BEYOND EXPANSION JOINT -71 13" G O.H.D. RECESS E c) ' M e :. I -1 —III=1 4' I T �� I •�� . ..... �I III SEE SEE A/S3 OR J/S6 J -' U I I I ICI i, I i, . FOR REINF. INFO. 3" MIN. CLEARANCE V-4" (1 STORY) V-8" (2 STC RY) GARAGE DOOR SLAB RECESS ri SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. 3/8" MORTAR BETWEEN SLAB & BLOCK GI C\/ AV lU 5/8"OR 112" HIGH STRENGTH J `—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 CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ S.P.F. DOUBLE (10)10d NAILS WHEN TRUSS ALIGNED WITH TOP PLATE STUD BELOW SIMPSON SP2 w/ (12)10d NAILS 2"x 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. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS INDICATED ON THE PLAN. ATTACH FOR WALL HGT. > 8'-6". SHEATHING W/ 8d COMMON NAILS @ NSULATION PER CHART ON FLOOR PLAN 4" O.C. @ BOUNDARIES, 6" O.C. @ EDGES, AND @ 12" O.C. @ FIELD IMPSON SP1 w/ (10)10d NAILS 5/8"° x 10' `J" BOLT @ 24" O.C. W/ 2"°x3/16" PLATE WASHER (TYP.) (ALT:1/2"xl2" TITEN HD @ 24" 2x P.T. BOTTOM PLATE O.C. OR 5/8"x10' WEDGE ANCHOR x 6 W1.4 x W1.4 @ 24" O.C.) 2" WWF OR FIBERMESH �31/2" MIN. D � ° °H—I 11=� 1/2"(min.)- 4" ;o _ ° ° —=III—ILj_I 3 JZ(min. 1I Ti- _ (2) #5 CONT.T'�'—I 4" 1'-4" 8" U.N.O. MIN. TYPICAL BEARING WALL Cad STEP as SHEARWALL C "SHEAR WALL" SCALE: 3/4"=V-0" 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 x 10" "J" BOLT @ 24" O.C. W/ 2"* / "°x3/16" PLATE WASHER (TYP.) _ j� j�� SIMPSON SP1 w/ (10)10d NAILS (ALT: 1/2"x12" TITEN HD @ 24" O.C. OR 5/8"x10' WEDGE ANCHOR 2x P.T. BOTTOM PLATE @ 24" O.C.) 2„ 6x6W1.4xW1.4 3 1/2" MIN. WWF OR FIBERMESH �. p ° =—'31/2"(min.)-4° co _ — ' ' (31/2"(min).- 4" =1 I 1=1 I ° • =1LI I I—� I I- IT_I=1TI� I— I - —III=1 I �I I 1-111-' (2) #5 CONT. 1 " U.N.O. MIN. TYPICAL BEARING WALL ta@ STEP rcc SCALE:3/4"=V-0" S3 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 GOOs�GUR��,V 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. c lot (2) s (2) ROWS OF 2x BLOCKING @ 2x STUDS @ 16" O/C � ULATION PER CHART ON FLOOR PLAN THIRD POINTS 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER 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 PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. @ K.O. BLOCK MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10) 10d NAILS 6 x 6 W1.4 x W1.4 WWF OR 2X P.T. PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING FIBERMESH EEP SCREED INSTALLED BAR c PER MANUF. #3 OR #4 REINFORCING BAR D Z_ #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi r p FINISH GRADE °O M [GRADE 60 MIN. Fy= 60ksi] co — —%lll:tj p - 25" MIN. LAP [30" MIN. LAP] 6 MIL VAPOR BARRIER p c I I=1I ITl I I� °° ° ' T=I 11=I I I �. #5 REINFORCING BARR 17/8" �1ImIr rZ I �I I I —I' �"'� M AIR I AP GPI IrF COMP. SOIL. (COMPACTED TO I I • ° e . I I �I I (- 95% MODIFIED PROCTOR ASTM D1557) �I , I�III1_,III , III 4" V-4" TYPICAL EXTERIOR FRAME WALL FOOTING SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=l'-0" SLAB INFORMATION. P.T. 2x 1/2" GYP. BD. 2„ HOLD GYP. BD. 1/2" FROM SLAB 0� ° CD —CONT. BEAD SEALANT Q INTERIOR a` Qa -31 CONCRETE NAILS W 11 EMBEDMENT @ 12" O.C. - STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB - a M 6 MIL VAPOR BARRIER —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 COAT. BEAD SEALANT r6x6W1.4xW1.4 zi 1 WWF OR FIBERMESH M T- a 4" 4" INTERIOR WALL SLAB STEP NON-BRG. K SCALE:3l4`=1'-0" S3 . REINFORCING 90 H02 NOTE: SEE SECTION C/S3 FOR ADDITIONAL INFORMATION SIMPSON SP1 w/ (10) 10d NAILS 2x P.T. PLATE SPACE ANCHOR BOLTS 6" MAX FROM w END OF 2" x PLATE � D W � I=�=1 � I I I—� P• N 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 TRUSS CONNECTION AT 24" O.C. MAX. INFO & LAYOUT DESIGN SEE PLAN FOR SEE ROOF PLAN FOR STRUCTURALBEAM SIZE & CONNECTION INFO 2x4 #2 SYP P.T. FRAMING w/ MIN 7/16" O.S.B. SHEATHING V — COLUMN LOCATION w Z F- ATTACHED PER NAILING SCHEDULE Q> >w w o w SEE FLOOR PLAN FOR U) 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 AT 8" FOR COLUMN TO BEAM O.C. ATTACHMENTS TRIM PER PLAN CMU BLOCK BASE, SIZE VARIES PER PLAN -SEE PLAN FOR SIZE AND ih REINFORCEMENT (MIN. (2) #5 VERTICALS FILLED SOLID) BRICK PAVERS OR SLAB PER " COMMUNITY SPECS =� �I I - I LSEE FOUNDATION CONC. PAD INFO. TAPERED (2) #5 CONT.— ON 3" CHAIRS (TYP.) 8" V-4" (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. s V-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 c" WWF OR FIBERMESH cl, E D. III IjIIIIf I�Ijll1177. r 8" TYPICAL INTERIOR BEARING WALL W/ UPLIFT rG 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 c r E M1 -71 ° a T ---_-- Imo' SEE A/S3/J/S6 , ,I I, , 1 ... , ,118" FOR REINF. INFO. OPTION #1 SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SLAB STEP & RECESS S.G.D. M SCALE:3/4"=V-0" S3 MASONRY WALL AND PAD FOOTING 8" MASONRY WALL EXTEND FILL CELLS TO FOUNDATION PAD CONT. FOOTING STEEL I I MAT REINFORCING. N ' M 00 _ RAD = = d ..d ° J ;III —I o a • —III—III—III-1 � w I II I I_I III —III —III —III w a w I_ —III 1 I1=1I-1I I > o �' - =III=1 �• a d _ _ = a � z M — I I-1 =1 11=1 11=1 11=1 I I I =1111 1 I I—= -I I I III-1 I —1I11=1I I —I I I III —III —I I I= OOTING 11-III—III—III=1 „I -1-1 I— BEYOND SAD REINFORCEMENT " —III—III—I 3"MIN. CLEARANCE SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. S3 �``o4illtt/1,gld�� , le ® ® s• GS" N IL i � ® ®er Q O" Z ;> co `C ®� e°® °• J`' U❑ W w w<Ov OQtz J 0 Z z 000^ 200" O 0 1-z� W w z j 8 w g p= or- mV W m¢ va 5 >°C,° 5;z ~ u z z a < O w w VI W LL = IY a O.2 W Ln �a°F wBS=o 2 2 w z w z¢ O w_ 0 C7zaw� m 0 w Z z H JO Lu woG =cc w�wn =U~ liw wz Q -ate occ N a3 M I- IZ N �m �00 MINit Z m w w d a: Mmm rd `^ Q N 1111111111MM W In J a MMM W w w O _ _ Z W J N N U' �""a "' z > M O Y Z Q H rI U W w u � 0 X ¢ z 5 3 Lu g as LLj CC n a 0 O ° a O � Z 0 u \Ln I/ -I O M Q 'p Ln a cnEn 0 In acuu- �- I— M Q 00 Z wJ C:) J U) ui 0� Z -� W 0 0 U Z Q SCALE : AS NOTED DATE : 05-07-2018 SHEET NO. S3M