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I I I I I I I I I I I I I I I I I L----------------J FOR UNDERLAYMENT REQUIREMENTS SEE R905. 12 �TYP.) VARIES / IN 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 lx2 P.T. HORIZONTAL NAILER STD. 90-HOOK (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. VARIESAdk 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 1x2 PT WD FURRING @ 24" O.C.—/ COMP. SOIL. II I 1(— (COMPACTED TO 95% —I I I I =III=III 1= MODIFIED PROCTOR III III III —III —I I I I II ASTM D1557) (2) #5 REBAR CONT. 3" MIN. CLR. ON 3" CHAIRS TYP. STD. 90 HOOK (SEE U.N.O. DETAIL) TYPICAL WALL SECTION rA SCALE: 3/4" = V-0" S3 1115 1/2" GYPSUM WALLBOARD (1) #5 VERT. IN FILL U.N.O. CELLS (SEE 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 AT GARAGE CONTRACTOR MIN PSI MAY VARY PER TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/ 6X6 W 0- NOTE:EXTEND W1.4XW1.4 WWF OR "FIBERMESH" DECO FINISH 4" to 6" BELOW GRADE � � �I+ � � M � =1 I 1=1 I 1=1 I I_ • I 6 MIL VAPOR OPT: DEPRESS SLAB 5%" DEEP AND 6" BEYOND DOOR TO - RECEIVE PAVERS / DRIVEWAY CONCRETE SLAB PAVERS BLOCK WALL BEYOND 14" —1//-O.H.D. RECESS z SEE A/S3 OR J/S6'III=III I I -I 11-41 r FOR REINF. INFO. L 3" MIN. CLEARANCE 1' 4" (1 STOR / 1'-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STORY) 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 V (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 8'4'. 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE. d 2x P.T. PLATE 1/4" DIA. X 3 1/4" TAPCONS @ 24" O/C & @ 6" MAX FROM END OF 2 x PLATE E (2)#5CONT, ON3" 6x6W1.4xW1.4 CHAIRS (TYP.) WWF OR FIBERMESH "' ° -111EI I I �'�IIIII�IIIII�IIIII�I� °/`�-o —"� �II�IIIII�IIIII�IIII,;,I' I II TYPICAL INTERIOR BEARING WALL W/OUT UPLIFT GG SEE TYP. WALL SECTION 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. MONO OR STEMWALL---� FOOTING MONO SHOWN FOR CLARITY NOTE: *FOR BEARING WALL W/ UPLIFT ONLY SCALE:3/4' -01, S3 8"x8"x16" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES 3/8" MORTAR BETWEEN SLAB & BLOCK ELEV. 0'-0" OIL IE• :' • �. A.F.F. • .. r s . .•' .., i. 4 '. . z d • • •, ••A' ., ELEV. -0'-3 1/2" e .. d • d • • •. • A • • . A.F.F. O O . :,. •: 2x4 CONT. • , .• •• • .. d •�• _ .• .' .•' •' r .• •' •: C)P d GARAGE DEPTH VARIES �' : ' • GARAGE SLAB AT STEP rB_,� SCALE: 3/4"=1'-0" 2x S.P.F. STUDS @ 16" O.C. 2x STUD 8" C.M.U. I 1"x P.T. STUD d #5 VERT. IN FILLED CELL N 5/8"4" "J" BOLTS BOLT @ 24" O.C. VERT. OR 5/8" x 6" EPDXY BOLT OR (6) 1/4"x31/4" TAPCONS SPACED EVENLY I 2x P.T. PLATE ASSUMED FINISHED GRADE FRAME WALL TO C.M.U. WALL CONNECTION SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" SLAB INFORMATION. 6x6W1.4xW1.4 31/2" WELDED WIRE MESH min.) 4" d d ° e - � GRADE ° � —1 I I —III III—III—i ' -1 I -(1) #5 REBAR w/ OPT. 11 �=SCREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 BLOCK WALL BEYOND EXPANSION JOINT 1311O.H.D. RECESS E; M ' CM a' � I a ,/� ° 1�1=�1 �• II--. -11 11111111111� - 60 - e. EE I'lllllllllll�:: , 1=4�11� —I 11=III I —III SEE A/S3 0R J/S6 --,- 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. 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 3/16" 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 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/ /7, (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/ 2-0/16" PLATE WASHER (TYP.) (ALT: 1/2"x12" TITEN HD @ 24" O.C. OR 5/8"x10' WEDGE ANCHOR @ 24" O.C.) 2„ � 3 112" MIN. D ° D ° D 00 — — 4 • -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 3 1/2"(min.).-4 I=1 I —III III —I I I- -_ (2)#5CONT. 11 (1 lill�ll ll�ll 111 ICI- i 4" 1'-4" 8" U.N.O. MIN. TYPICAL BEARING WALL (a STEP (cry SHEARWALL "SHEAR WALL" SCALE: 3/4"=V-0" 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/ 2" (p 0 C 00 NOTE: SEE SECTION C/S3 FOR ADDITIONAL INFORMATION SIMPSON SP1 w/ (10) 10d NAILS 2x P.T. PLATE SPACE ANCHOR -2X P.T. PLATE 20"MIN. LAP [24"MIN. LAP] #5 REINFORCING BOLTS 6" MAX FROM -WEEP SCREED INSTALLED BAR w END OF 2" x PLATE PER MANUF. #3 OR #4 REINFORCING BAR Lu ° ° GRADE 40 MIN. Fy= 40ksi ° f -- ° p z_ #3 & #4 LAP SPLICE � =1I I-L-1I Irb —cl) — — ° ° D FINISH GRADE °O 25" MIN. LAP [30" MIN. LAP] [GRADE 60 MIN. Fy= 60ksi] a il— _ —_ — —_ — w iII�II�Ii�ll�llll II� o • ° - -1 I �_� _III \ - - I I-1 I ► III= 6 MIL VAPOR BARRIER III—III=III—III #5 REINFORCING BAR R 1 7/8 III 11=III—III=III=III= r z III -III -I"="'=' #5 LAP SPLICE COMP. SOIL. (COMPACTED TO 11 N I I=195% MODIFIED PROCTOR ASTM �I I= I—III=111=1 I=11=1 I- D1557) III „I (I I I�I 1 I I I II 111 I I I I I I I I I 4" V-4" TYPICAL EXTERIOR FRAME WALL FOOTING -2x STUDS @ 16" 0/C � ISULATION PER CHART ON FLOOR PLAN -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. cD K.O. BLOCK SIMPSON SP1 w/ (10) 10d NAILS SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SLAB INFORMATION. 1/2" GYP. BD. P.T. 2x 2„ HOLD GYP. BD. 1/2" FROM SLAB 0'-0" _J CONT. BEAD SEALANT • •. : ' INTERIOR 2X STUDS @ 24" O.C. U.N.O. 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 6x6W1.4xW1.4 , WWF OR FIBERMESH , r` E M 6 MIL VAPOR BARRIER 1-1=J INTERIOR WALL SLAB STEP NON-BRG. K SCALE:3/4"=V-0" S3 36" MIN. LAP [36" MIN. LAP] 10" #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE REBAR DETAILS rF 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 _ TOP OF BEAM SEE ROOF PLAN FOR z STRUCTURALBEAM a SIZE & CONNECTION w LJ zXaP.T. INFO d PLATE (A 7116" -� w w O.S.B. 2x4 #2 SYP P.T. FRAMING w/ IES EQ. MIN 7/16" O.S.B. SHEATHING VA IES PER P N Z ATTACHED PER NAILING COLUMN LOCATION w 0 SCHEDULE �> jw W o w SEE FLOOR PLAN FOR U) STRUCTURAL COLUMN SIZE & BASE CONNECTION INFO. SEE DETAIL 1601 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 q PLAN FOR SIZE AND REINFORCEMENT (MIN. (2) #5 VERTICALS FILLED SOLID) BRICK PAVERS OR SLAB PER 0'-0"FIN. FLR.� _ COMMUNITY SPECS ..3, r. SEE FOUNDATION CONC. PAD INFO. •, f P.i�.ttvuv TAPERED COLUMN FRAMING CD12 SCALE: 3/4" = V-0" �_j 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. FOR )CKING 2 PLAN (2) #5 CONT. =1 I I=1 I I ON 3" CHAIRS (TYP.) 8„ 1,„ (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 �, E ° p II —III —Ill —III C? III III —III —III—` r 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 r M -E rM d III IIITIII 60 _ — ° d41 11= III= =III „III „� I' SEE A/S3/J/S6 4„ 1, i, 8" FOR REINF. INFO. OPTION #1 SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SLAB STEP & RECESS S.G.D. rm SCALE:3/4"=1'-0" S3 MASONRY WALL AND PAD FOOTING 8" MASONRY WALL I I EXTEND FILL CELLS c TO FOUNDATION PAD _E CONT. FOOTING STEEL I I MAT REINFORCING. `Q' ' T m 00 d, W- a • d. 3 A, uj LLI IL LLj LI cm 0 W Z FOOTING v BEYOND DAD REINFORCEMENT—/3" MIN. CLEARANCE ;SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL rN SCALE: N.T.S. S3 RANIK lz � �G E aSTATE OF ORID 11//`9;bNA w u u Z� �w w iQO 0z z I-aC7 wF_ < p �L Z 2= Z w 0 o w p r p :9 p z� Lu �u rn o>� g m� > w � z v a Z » czaOa,u a H O E F ? w-n z z w rZw= z�w¢OZ ¢war a�CO�¢c� i— HOw SFap2w V) z O cc p z Fu.ati z w� �Ow � Z� ,y Z w>- 2 0 w V' z u w z2 Z w= a m�0w wC7ZHo 0 a wz wi>� � woG �LL =='n wwK� Q a3 V N J rn l� m it U U -- Z E: r» ' uw u.i u.w -- M m r, v; I a a a --- OC a --- W H 0 Z --m yi cn cm, w m Q Z oc p x 00 = Y W J W N tN i] LL w z O Y Z a o > 0 Q W L, X a Z r, Z) o go W vi g °o W ^o a ri Z m a 0 1° a i C) Oo C) � M C) Ln N I1 L LL_ �. In U �00 Q Z wo W J 0 110 �t A cn ui 0 z� Q U Z SCALE : AS NOTED DATE : 03-11-2019 SHEET NO. S3M