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I I I I I I I I I I I I I I I I I I I L— — — — — — — — — — — — — — — - FOR UNDERLAYMENT REQUIREMENTS SEE R905. 12 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 12" 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 U.N.O. lx4 P.T. BASE NAILER 31/4" BASEBOARD MIN. 2500 PSI CONC. SLAB MIN PSI MAY VARY PER MUNICIPALITY. CONCRETE SLAB W/ 6X6 Wl AXW1.4 WWF OR "FIBERMESH" I_ E P. 6 MIL VAPOR 1 p III" BARRIER D I I COMP. SOIL. ° (COMPACTED TO 95% _� I I I II MODIFIED PROCTOR I I II I I IllII I ILI I I ASTM D1557) 3" MIN. CLR. (2) #5 REBAR CONT. ON 3" CHAIRS TYP. 4" V-4" U.N.O. TYPICAL WALL SECTION SCALE: 3/4" = V-0" (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 '-SEE SOFFIT SHEET 8"x8"X16" KNOCK -OUT BLOCK W/ 1#5 CONT. FILLED SOLID W/GROUT C.M.U. TYPICAL TYPE "S" MORTAR ARCHITECTURAL FINISH (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN FOR LOCATIONS) rl 4 x4 INSPECTION PORT AT EACH FILLED CELL TYPICAL AT GARAGE CONTRACTOR TO CUT BLOCK OR POUR CURB DUE TO SLOPE a NOTE:EXTEND DECO FINISH 4" to 6" BELOW GRADE 00 e -I I = = z N T \-STD. 90 HOOK (SEE DETAIL) A S3 OPT: DEPRESS SLAB 5Y2'' DEEP AND 6" BEYOND DOOR TO RECEIVE PAVERS / DRIVEWAY BLOCK WALL BEYOND CONCRETE SLAB 14" PAVERS O.H.D. RECESS e. 4" I' cp '•� + III T 11_LI!= SEE A/S3 OR J/S6 --" -IL 117T-1 I I, , , I � 111- 3" MIN. CLEARANCE FOR REINF. INFO. 1!4- (1 STOR / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STOW) 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.) D � — I I —I m =J1=— I o .. I ll lII I I I, (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. s 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 8'-6". 112" GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & c @ 6" MAX FROM END OF 2 x PLATE 6x6W1.4xW1.4 r WWF OR FIBERMESH ° II IIIII I T� III '- 8" 1 _.ice,,.-,,,7''r, TYPICAL INTERIOR BEARING WALL W/OUT UPLIFT GG 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 2x STUD EXTERIOR WALL 8" C.M.U. 1"x P.T. STUD SEE CC/S3 OR �r #5 VERT. IN FILLED CELL N G/S3 FOR ANCHOR BOLT INFO. I 5/8"4" 7 BOLTS BOLT (IF NO UP LIFT ON @ 24" O.C. VERT. OR WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR I (6) 1/4"x3 1/4" TAPCONS *SIMPSON SP1 w/ SPACED EVENLY (10) 10d NAILS TYP. N r 2x P.T. PLATE I ASSUMED FINISHED GRADE ? MONO OR STEMWALL FOOTING MONO SHOWN p o ° � D FOR CLARITY 0O IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII Z ° ° °� ° NOTE: g e ° I —III —III —III —III —III —III � I —III —III —III —I I —I I— N *FOR BEARING WALL 1=III—III=III=III=III T W/ UPLIFT ONLY I-1 I I-=1I 1=1I 1=1 I I=1I 1-1I 1=1 I I-1I I i i— Ti—iii—i FRAME WALL TO C.M.U. WALL CONNECTION KD SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. 11 6x6W1.4xW1.4 31/2" WWF OR FIBERMESH min. 4 c A d 00 SCALE:3/4"=V-0" S3 �r GRADE _ -(1) #5 REBAR w/ OPT. III— 11=SCREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=1'-0" S3 BLOCK WALL BEYOND EXPANSION JOINT 13" � O.H.D. RECESS T M N a —III—III i 'P 4"1 Er I IEI I II I•I I II I I a'.'' :: ' : IIIIT SEE A/S3 OR J/S6 L I i I I =, ,W I i LI I, FOR REINF. INFO. 3" MIN. CLEARANCE 1'4" (1 STORY) T-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 3/8" MORTAR BETWEEN SLAB & BLOCK C I m I /ll AEI 5/8"OR 1/2" HIGH STRENGTH (U.N.O.) (OR 5/" 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"xl2" TITEN HD @ 24" O.C. OR 5/8"x10' WEDGE ANCHOR @ 24" O.C.) 2" �31/2"MIN. D D . 16'D ° 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" 31 1LI /2"(min. - 4" I I—IZI —I� =1 —I I _III, ._ 111=1T1---L-II —L! E. (2) #5 CONT.11 �� I I_, I I,,I!l1�I I „I I IN 4,1-4 8 U.N.O. MIN. TYPICAL BEARING WALL @ STEP @ SHEARWALL "SHEAR WALL" SCALE: 3/4"=V-0" -2x STUDS @ 16" O/C 18ULATION PER CHART ON FLOOR PLAN 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER 2 " C CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL 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. 5/8"° x 10" "J" BOLT @ 24" 0/C W/ 2"°X 3/16" METAL LATH. FIRST LAYERS 3/8 THI K EACH. 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] FIBERMESH #5 REINFORCING EEP SCREED INSTALLED BAR PER MANUF. #3 OR #4 REINFORCING BAR Al #3 & #4 LAP SPLICE [GRADE 40 MIN. Fy= 40ksi FINISH GRADE ao RADE 60 MIN. Fy= 60ksi] M — — — a D . 25" MIN. LAP [30'MIN. LAP] � - 6MIL VAPOR BARRIER -III 11 : P ° ° I I-1I I=1I1=I =_ 00 R 1 7/8" III—III—III=III—, " T #5 REINFORCING BAR III D : I I —III —III —III —III- r Z ITI-ITI-� r=T=�r AP COMP. SOIL. (COMPACTED TO I I I I=1= 95% MODIFIED PROCTOR ASTM D1557) I ICI IIII� IIII� IT 11II„I I I—� V//-V 4" 1'-4" TYPICAL EXTERIOR FRAME WALL FOOTING 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" CONT, BEAD SEALANT 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 =_ 6x6W1.4xW1.4 `I1 1T WWF OR FIBERMESH M II=III= II=_— — a M 6 MIL VAPOR - =!'', 1= - _ = 11;-1 =_ — — — - BARRIER — III IIImall=1— — — — = 1=1 1=1 1=1111 1- 111-111-1 4" 14111 INTERIOR WALL SLAB STEP NON-BRG. K SCALE:3/4"=V-0" S3 #6 LAP SPLICE 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". —aNSULATION 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. 14d*I I—� I�;_4GI U.N.O. J MIN. TYPICAL BEARING WALL @ STEP SCALE: 3/4"= l'-0" 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 a p . IL REBAR DETAILS F SCALE: N.T.S. S3 FRAME -DOWN FALSE BEAM w/ (3) SEE 10d NAILS TO TRUSS TOP CHORD PLAN SEE ROOF PLAN FOR AT 24" O.C. MAX. TRUSS CONNECTION SEE PLAN FOR x- INFO & LAYOUT DESIGN TOP OF BEAM SEE ROOF PLAN FOR STRUCTURALBEAM SIZE & CONNECTION INFO 2x4 #2 SYP P.T. FRAMING w/ MIN 7/16" O.S.B. SHEATHING --v - Z 0 ATTACHED PER NAILING COLUMN LOCATION w SCHEDULE >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 r) REINFORCEMENT (MIN. (2) #5 VERTICALS FILLED SOLID) BRICK PAVERS OR SLAB PER 0'-0" FIN. FLR.� _ COMMUNITY SPECS SCALE: 3/4" = P-0' (2) #5 CONT. ON 3" CHAIRS (TYP.) 8" 1'4' 00 112"(min.)- 4" (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 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 M E `? ° I I 11=I=1 ff III- I n III—T—r• 8" TYPICAL INTERIOR BEARING WALL W/ UPLIFT G SCALE: 3/4"=l'-0" S3 1 1/2" RECESS FOR S.G.D.(U.N.O.) 6x6W1.4xW1.4 WWF OR FIBERMESH N_ c 1 M SEE A/S3/J/S6 FOR REINF. INFO. i OPTION #1 SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SLAB STEP & RECESS Q@ S.G.D. rm SCALE:3/4"=1'-0" ��S3 EXTEND FILL CELLS c TO FOUNDATION PAD E m MAT REINFORCING. r ' M d I —III —III —I � I —I _ I_II1—I. —III—III—III—III w I.- w w �111=1 I I III-1 =- v )oc'� —III=1 .� °a — — It z� 1-1—1I1=1II=III=III 11=1 —1152 FOOTINGLu -1 I III —I 1=1 11=1 I —III 11=1 I I —III_ 11-1 1=1—I 1=111 ,� 1-111-1 I I— BEYOND AD REINFORCEMENT -III—III—i—' ' 3" MIN. CLEARANCE ;SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL rN SCALE: N.T.S. S3 MASONRY WALL AND PAD FOOTING 8" MASONRY WALL CONT. FOOTING STEEL 00 z - RAD — — d Uw z xH aoo oatw 22Z 000�?o2O 3uVoEzw w z=0 a=dL �Z=cJc�mm u � w »°'v a°oaZa� z w -oww z�aaoz offaLL� F 'a�ro2<3 a LLa°oo=o w = �Zoz zE-E O �L7¢w wza— U- U w Z W o w= a Q mo-� wzFO LLI w, ~ w w > Q = w a3 U 00 `-' —' mo N m mm ii z ? M w w Mmm W �t In W w to om w Z x o o C4 m w z <>—cn0 W w c� 00 0 X a z w Vi a oc o o Z O < i O CD Z " 0�N CD cn > U) O M QU;-M"' d i n - Ln 2 Q L-Ii� F- 0- M ce U fu Q Z � � W ui 0� ui V Z a SCALE : AS NOTED DATE : 05-07-2018 SHEET NO. S3M