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i I I L— — — — — — — — FOR UNDERLAYMENT REQUIREMENTS SEE R905. 12 (TYP.) P.) VARIES INS 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 (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 ALL FASCIA %12mN.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 ARCHITECTURAL FINISH 1x2 PT WD FURRING @ 24" O.C.—/ 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 3114" 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 n- NOTE:EXTEND W1.4XW1.4 WWF OR DECO FINISH 4" to 6" "FIBERMESH" BELOW GRADE X. 00 TU 6 MIL VAPOR BARRIER —I I ° • 111= T COMP. SOIL. (COMPACTED TO 95% 111 I I III 11 I I I M. MODIFIED PROCTOR ASTM D1557) 3" MIN. CLR. (2) #5 REBAR CONT. ON 3" CHAIRS TYP. 4" 11411 STD. 90 HOOK (SEE U.N.O. DETAIL) TYPICAL WALL SECTION A SCALE: 3/4" = V-0" S3 OPT: DEPRESS SLAB 5 Y2' DEEP AND 6" BEYOND DOOR TO - RECEIVE PAVERS / DRIVEWAY CONCRETE SLAB--\ BLOCK WALL BEYOND 14" TO.H.D. RECESS z " 4" I iip e. SEEA/S30RJ/S6— -'!ail L��I„I!�III 11 iI!iT FOR REINF. INFO. L 3" MIN. CLEARANCE 1' " (1 STOR / 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.) D � A I--III�—III—I m D I I I —I 11—M I D� III[•,, IIIIIIIIIII I p/ C (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 & c @ 6" MAX FROM END OF 2 x PLATE E 6x6W1.4xW1.4 r WWF OR FIBERMESH I III —III —III ,r TYPICAL INTERIOR BEARING WALL W/OUT UPLIFT rG 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. MONO OR STEMWALL— FOOTING MONO SHOWN FOR CLARITY NOTE: , *FOR BEARING WALL W/ UPLIFT ONLY N <V T 8"x8"x16" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES GARAGE SLAB AT STEP SCALE: 3/4"=V-0" 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING NAILED W/ 8d COMMON NAILS @ 4" O/C 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. 2 ROWS OF 2x BLOCKING 3/8" MORTAR BETWEEN SLAB & BLOCK 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" 00 TRUSS BOTTOM CHORD OR 2x4 BLOCKING W/ 2-16d TOE NAILS @ EACH END -SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. PROVIDE (1) SIMPSON SPi 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. < 8'4% (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" (2) #5 CONT. I I I —III U4N.0. 1' 4" MIN. TYPICAL BEARING WALL Cad STEP an SHEARWALL "SHEAR WALL" SCALE: 3/4"=1'-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 51 2'(p 0 Ca 00 8" C.M.U. @ 2x STUDS @ 16" O/C THIRD POINTS 1"x P.T. STUD ULATION PER CHART ON FLOOR PLAN I #5 VERT. IN FILLED CELL 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 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 Fi00K 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 SPi w/ 10 10d NAILS I (6) 1/4"x31/4" TAPCONS 6 x 6 W1.4 x W1.4 WWF OR 2X P.T. PLATE 20" MIN. LAP 124" MIN. LAP] #5 REINFORCING SPACED EVENLY FIBERMESH EEP SCREED INSTALLED BAR 2x P.T. PLATE I ASSUMED FINISHED PER MANUF. #3 OR #4 REINFORCING BAR GRADE e D ;, �__ _,... o r D M z_ FINISH GRADE °O GRADE 40 MIN. Fy= 40ksi #3 & #4 LAP SPLICE [GRADE 60 MIN. Fy= 60ksi] 25" MIN. LAP [30" MIN. LAP] Z ° P s —11—I —III °° 6 MIL VAPOR BARRIER I I I IIIi=III=III=1 I =_ a0 R 1 7/8" I �T=� �—, #5 REINFORCING BAR 1=1 1=1 11=1 11=1 1=1 11=� I_ III 11=1 I I —I 11=1 11=1 I I- N Z #5 LAP SPLICE ° III —III —III —III —III —III ? ITI—III—T(=III—I D°—III—I 1=1 1=1 I —III —I I I I I . _ g ° III —III —III —III —III —III- N I ( D 11=I � 1=1 ITI � I� �� I 36" MIN. LAP [36" MIN. LAP] I=1 1=III=III= COMP. SOIL. (COMPACTED TO —I I _ 95% MODIFIED PROCTOR ASTM �= I I-1 I M 11=1 11= I III=1 I- 1=III=III=III=III=III=III=III=I D1557) I I I I I —I I=1 I=1 I I I I I= I �—' =I I-1 11=1 11=1 11=111=I I I=1 I I—' 4„ I—I.11,'�„ I —I 11 1 11, ,1 I I —I 11-III=III=11 �- FRAME WALL TO C.M.U. WALL CONNECTION �D� TYPICAL EXTERIOR FRAME WALL FOOTING SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" LS3 SLAB INFORMATION. „ 6x6W1.4xW1.4 3 1/2" WWF OR FIBERMESH min. 4 ° av GRADE 00 _ ° (1) #5 REBAR w/ OPT. 11 -=±1 1�=1 11— 11— 11=1I 1 I 11=SCREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 BLOCK WALL BEYOND EXPANSION JOINT 13" O.H.D. RECESS -1 I I7-I— 4 T o0 i1l1 1l11l :4 Ir IIIIIIII ~=1III I —I I •� � III-' SEE A/S3 OR J/S6 J -I Ll, I I l Mil I I, Ilia= 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"=V-0" SLAB INFORMATION. P.T. 2x 1/2" GYP. BD. 2„ HOLD GYP. BD. 1/2" FROM SLAB CONT. BEAD SEALANT . INTERIOR 2X STUDS @ 24" O.C. U.N.O. ° a -31 • - 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 N ' T WWF OR FIBERMESH r, —_— — ° a I. M 6 MIL VAPOR =1! rl — = — BARRIER —iii ii�� iil�� iii iiilIlliiilll=III=III=III=III=III= 4" 14111 INTERIOR WALL SLAB STEP NON—BRG. K SCALE:3/4"=V-0" S3 NOTE: SEE SECTION C/S3 FOR ADDITIONAL INFORMATION SIMPSON SP1 w/ (10) 10d NAILS 2x P.T. PLATE SPACE ANCHOR BOLTS 6" MAX FROM a. w END OF 2" x PLATE 0 D w a. T111=1 1=11 aI=LUEEp . g ' 1= II 1= I I I I —I • W N 10" #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE REBAR DETAILS K"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 _ TOP OF REAM MV SEE ROOF PLAN FOR STRUCTURAL BEAM SIZE & CONNECTION INFO 2x4 #2 SYP P.T. FRAMING w/ MIN 7/16" O.S.B. SHEATHING COLUMN LOCATION w z - > ATTACHED PER NAILING SCHEDULE Q >w J w 0 w SEE FLOOR PLAN FOR 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 REINFORCEMENT (MIN. (2) #5 VERTICALS FILLED SOLID) BRICK PAVERS OR SLAB PER 0'-0" FIN. FLR.jk_ COMMUNITY SPECS SCALE: 314" = 1'1" 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 R PLAN (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 WWF OR FIBERMESH �, E IT III I hill 11 l hill (2) #5 CONT. I=IJI ON 3" CHAIRS 8" 1'-411 8'1 (TYP.) TYPICAL INTERIOR BEARING WALL W/ UPLIFT ("G� SCALE: 3/4"=1'-0" S3 1 1/2" RECESS FOR S.G.D.(U.N.O.) 6x6W1.4xW1.4 WWF OR FIBERMESH I M E SEE A/S3/J/S6 4�1,�, , , t-, , 8" FOR REINF. INFO. ! OPTION #1 SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SLAB STEP & RECESS S.G.D. r SCALE:3/4"=V-0" S3 MASONRY WALL AND PAD FOOTING 8" MASONRY WALL I I ^ EXTEND FILL CELLS = TO FOUNDATION PAD t CONT. FOOTING STEEL I I MAT REINFORCING. r ' 00 GRADE _ — a _ I =III=III a I=1I1=1I1=1I1=1' I I_I I —I 11—I I l w a w W = I III=1 >o�'Zz C)cn 1=1 =1 11=1 I III-1 I I -1 1=1 I M -III III=III=III=III—III III —III —III= DOTING 11-111=1I11=1I11=11=111=11I— BEYOND 'AD REINFORCEMENT I' 3" MIN. CLEARANCE SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL rN SCALE: N.T.S. S3 co ;Lu •L) ® •p > 4b % o^�: 'co N fill 4 9 W Uw Z � 0 w W } =QO 1z -' HaL7 wI.- < Z 000^ �0,o�° p >j U J 1 0 H z,,2 W wzjo 3:5 cc j W m N w m a w 1.1 U �- Z) w 0 0 w Z U Z saZa� U al~o~ = Q 2 t O 2 K X Z W Z) w= Z v,¢a0w Z F z � w< 0 a�Ft *gym a H u 2 F � w O7 a LLaoF- who=o F' Z m z Z w> O Z O wt9zw W Zz- LL 0 C7za w� UwZ�, w-w=a m00 K wZ zl-0 wo �W�u>� —j =U arwa�C Q -ate = w w a3 V l.D N mo N M 4 u -� Z m w w a a == < �MM W 1t Ln W V) oC "t om w w ,7- W cr OJ 4 ONO 3 N Lu f�j z> m 0 Y 2 Z Q I- .-1 U W w 0 co0 /—jX ¢ z U, LLI Ln g a OG r` a O(D Q if O zrj 0 1� �� O M Q '0 Ln a . d- cii L Q cu Ln CL M �U�`—' �00 Q z E wf- -j �� V U) ui 0� ui 0 U z SCALE : AS NOTED DATE : 05-07-2018 SHEET NO. S3M