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— (2) LAYER TYPE 1 (#15) 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 12 TRUSS (SEE UPLIFT SCHED.) W/ (TYP.) VARIES METAL PL. UNDER EA. TRUSS MOISTURE BARRIER SHINGLE ROOF 7/16" O.S.B. MIN. SEE ROOF NAILING SCHEDULE ON SHT. SN1 ELEV. VARIES INSULATION BAFFLE 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) 1x2 PT WD FURRING @ 24" O.C. 1/2" GYPSUM WALLBOARD U.N.O. 1x4 P.T. BASE NAILER 3 1/4" BASEBOARD MIN. 2500 PSI CONC. SLAB MIN PSI MAY VARY PER MUNICIPALITY. CONCRETE SLAB W/ 6X6 W1.4XW1.4 WWF OR "FIBERMESH" ° D r4tr- 6 MIL VAPOR IIIII D BARRIER COMP. SOIL. IIII 1 COMPACTED TO 95% -I I I I =III=111 MODIFIED PROCTOR III I I III —III —I I ASTM D1557) (2) #5 REBAR CONT. 3" MIN. CLR. ON 3" CHAIRS TYP. 1'4" (1 STORY) U.N.O. 4" V-8" (2 STORY) TYPICAL WALL SECTION SCALE: 3/4" = V-0" ALUMINUM DRIP EDGE ALUMINUM FASCIA 12" .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 ARCHITECTURAL FINISH (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN FOR LOCATIONS) M w rr LO a 4"x4" INSPECTION PORT AT EACH FILLED CELL TYPICAL AT GARAGE, CONTRACTOR TO CUT BLOCK OR POUR CURB DUE TO SLOPE - Z ip 2E co I =1 11= = z IIII � CV IIII NOTE: EXTEND DECO FINISH 4" to 6" BELOW GRADE \\- STD. 90 HOOK (SEE DETAIL) rA S3 OPT: DEPRESS SLAB 5 %" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 14" —j�O.H.D. RECESS PAVERSz r ay III-III=d-I 4 .. a .. 00 IIIII I IIIII III=III �.a� •, :: III -I SEE A/S3 OR J/S6 -IIII FOR REINF. INFO. 3" MIN. CLEARANCE 1' " (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STORY) GARAGE DOOR SLAB RECESS J, 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 . -III-III-III=1 m D I -III -III -III I � �I I I -III -III -I o 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.11) 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE. d 1/4" DIA. X 3 1/4" TAPCONS @ 24" O/C & @ 6" MAX FROM END OF 2 x PLATE 6x6W1.4xW1.4 WWF OR FIBERMESH p I I -I I I -I I I -I I I III —I I rM ...' 9 1 8" 1 .1 a:�r .--- ..r.. a- 1 TYPICAL INTERIOR BEARING WALL w/ OUT UPLIFT GG SEE TYP. WALL SECTION SCALE: 3/4"=T-0" S3 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 W1 UPLIFT ONLY 8"x8"x16" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES 3/8" MORTAR BETWEEN SLAB & BLOCK ELEV. 0'-0" OL A.F.F. d ° ° . d a d... ' a p 4 �r .. ELEV. 4-3 1/2" A.F.F. O d.° d 4 2x4 CON T.° ° . .. .. °° LL a ..d. .a N d d. GARAGE DEPTH VARIES o ^ e GARAGE SLAB AT STEP B SCALE: 3/4"= V-0" S3 5/8"OR 1/2" HIGH STRENGTH '-TRUSS BOTTOM CHORD OR 2x4 #2 SPF (U.N.O.) (OR %" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT S.P.F. DOUBLE CONNECTIONS. TOP PLATE 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 2x BLOCKING HORIZONTALLY@ INTERVALS EXTERIOR OR SHEAR WALLS AS NOT EXCEEDING 10'-0" (R302.11) INDICATED ON THE PLAN. ATTACH SHEATHING W/ 8d COMMON NAILS @ 4" O.C. @ BOUNDARIES, 6" O.C. @ INSULATION PER CHART ON FLOOR PLAN EDGES, AND @ 12" O.C. @ FIELD 5/8"° x 10" "J" BOLT @ 24" O.C. W/ IMPSON SP1 w/ (10) 10d NAILS 2"°0/16" PLATE WASHER (TYP.) (ALT: 1/2"x12" 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.) 211 WWF OR FIBERMESH 3 1/2" MIN. p A -III-IIIIE.I'31/2"(min.)-4" 00 -1 -III-III= 31/2"(min.)- 4" I I=III I- Q =111 III=� I I- -_ I I �=III III=III=1I1=1I1 1I1-III I i' (2) #5 CONT.l 4" V-4" 8" U.N.O. MIN. TYPICAL BEARING WALL 0 STEP (a) 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 5/8"° 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.) "SIMILAR AT FOUNDATION ONLY" IF NOTED, THIS REFERS TO THE STEP, SIZE OF FOUNDATION AND REINFORCEMENT AND WILL NOT INCLUDE THE WALL ATTACHMENTS 00 IS( �31� /2"MIN / TRUSS BOTTOM CHORD OR 2x4 #2 SPF BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS EACH END (WHEN PARALLEL) SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.11) NSULATION PER CHART ON FLOOR PLAN SIMPSON SP1 w/ (10) 10d NAILS 2x P.T. BOTTOM PLATE 6x6W1.4xW1.4 WWF OR FIBERMESH III � III 111 T 1/2"(min.)- 4" `(min.) - 4" =111=1�- �I�'- �' I I I I=1 11=1 11=1 I I III -III I' (2)#5CONT. I- 14y;I IIII�E1II4111��1 U.N.O. MIN. TYPICAL BEARING WALL @ STEP CC SCALE:3/4"=V-0" S3 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING NAILED W/ 8d COMMON NAILS @ 4" O/C ens 2x 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. 2x STUDS @ 16" O/C INSULATION PER FBC AND ENERGY 8" C.M.U. FORM SUBMITTED WITH PERMIT 1 "x P.T. STUD (2) ROWS OF 2x BLOCKING @ THIRD POINTS APPLICATION /� NOTE: SEE SECTION C/S3 FOR #5 VERT. IN FILLED CELL 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION N LAYERS W/ TOTAL THICKNESS 7/8" OVER 5/8"x6" "J" BOLTS BOLT 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 NOOK DETAIL SIMPSON SP1 w/ (10) @ 24" O.C. VERT. OR PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. K.O. BLOCK 10d NAILS 5/8" x 6" EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10) 10d NAILS @ EA. STUD 2x P.T. PLATE S CED V TAPCONS SPACED EVENLY 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP [24" MIN. LAP ] #5 REINFORCING SPACE ANCHOR `04 2x P.T. PLATE FIBERMESH WEEP SCREED INSTALLED BAR w BOLTS 6" MAX FROM ASSUMED FINISHED PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR W END OF 2" x PLATE GRADE �, o D ' D #3 & #4 LAP SPLICE GRADE MIN. Fy=40ksi a D a n _ ° cn —� _ _ -0 D FINISH GRADE ib _Z 25"MIN. LAP [30" MIN. LAP] [GRADE 60 MIN, Fy- 60ksi] a Q —III—III—III 1=III=I I (=) I I m I D P D - - - - - "-1 I I -I -III _ _ w ' I -III -III I I -I D • o °° 6 MIL VAPOR BARRIER III I I 1 o a ° 11=III=III-II °° R 17/8" -III, ;III 11111= 1=III=III=III=I.III=III=1 I-1 I I I III -III -III -III-_ #5 REINFORCING BAR I I=1I I= D D D III=III=III=III=III=III- z ' -� I I I D. I I=1 11=1 I IEEI I I=I I I- r T # LAP SPLI 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.11) 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 L;., . c p. D 11-III=III-III- III III=111=1I1=' r D° I=III-1 I I-1 I I=1 11=III=1 I I II I II I I IIIII IIIII I II I II IIIII �'I 5 CE 2 #5 CONT. =III 111 III... I FEIII, , , II: g D D III=III=III=III=III=1 11= i" ° ' _ _ _— —I T COMP. SOIL. (COMPACTED TO =I I ° _ LAP [36"MIN. LAP] ON 3" CHAIRS =III=1 I I-III-III=III- , _ 8yy 1 y-4" 8yy IN 95% MODIFIED PROCTOR ASTM I 1=1IM I I=1 I I=1 11=1 11=111=11 10" - (TYP.) I I I -I I 1=III-III-III-III-III=1 11=III=1 11=III=III=III-111� ,III D1557) I 1=III=III=III-III-III-III=III=III-I I i-III=III=III-III- 4" 1'-4" #6 REINFORCING BAR #5 STD. 90 HOOK -� I-IiI-III III ;,III=III=III=III ;III -III -III —III— #6 LAP SPLICE TYPICAL INTERIOR BEARING FRAME WALL TO C.M.U. WALL CONNECTION rD l TYPICAL EXTERIOR FRAME WALL FOOTING rE REBAR DETAILS rF WALL w/UPLIFT SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-07 S3 SLAB INFORMATION. 6x6W1.4xW1.4 3 1/2" WWF OR FIBERMESH min.) 4" GRADE °° I = I _I=III= � i 11 - 1- -I �) #5 REBAR w/ OPT. -=- =- —II =SCREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 EXPANSION JOINT BLOCK WALL BEYOND 13' O.H.D. RECESS (V M lJ l I� .III -I I I 1=1 -I _i I II I IIIII • I 60 IIIIIII.�.a- 1=4�11� - 7E1111111 .. IIIIIII -_ -IllIIII ,III SEE A/S3 OR J/S6 ,,, 11,11111= FOR REINF. INFO. 3" MIN. CLEARANCE 1'-4" (1 STORY) 1'-8" (2 STC RY) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. G SCALE: 3/4"=V-0" S3 SCALE: N.T.S. S3 SCALE: 3/4"=V-0" S3 VARIES SEE PLAN 1 1/2" RECESS FOR 6 x 6 W1.4 x W1.4 FRAME -DOWN FALSE BEAM w/ (3) WWF OR FIBERMESH 10d NAILS TO TRUSS TOP CHORD SEE ROOF PLAN S.G.D. (U.N.O.) FOR TRUSS AT 24" O.C. MAX. -� d SEE PLAN FOR CONNECTION INFO �, e TOP OF BEAM IV & LAYOUT DESIGN — SEE ROOF PLAN 11= (2) HTS20 FOR STRUCTURAL = I III=III-1 1111 111 . BEAM SIZE & N i' CONNECTION INFO - - co 2x4 #2 SYP P.T. FRAMING w/ _— MIN 7/16" O.S.B. SHEATHING SEE A/S3/J/S6 411 "III-1j�II' III "� I g z ATTACHED PER NAILING FOR REINF. INFO. W SCHEDULE OPTION #1 IM SEE TYP. WALL SECTION FOR ADDITIONAL P.T. 2x 1/2" GYP. BD. I COLUMN LOCATION I w SEE PLAN FOR STRUCTURAL 2„ HOLD GYP. BD. w COLUMN SIZE AND BASE SLAB INFORMATION. 1/2"FROM SLAB o w CONNECTION INFO. SLAB STEP & RECESS S.G.D. rM 1 m_n" CONT. BEAD SEALANT SCALE: 3/4"=V-0" S3 < .d Q INTERIOR 2X STUDS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE OL deP t .d :ONCRETE NAILS W 1 1/2' MBEDMENT @ 12" O.C. TAGGERED, FROM BOTTOM LATE TO CONCRETE 01N. SHEAR 180# MIN. ENSION 120#) CONCRETE SLAB 00 - 1 I I= II 11— III=1 M 6 MIL VAPORL— BARRIER - — ' 11 11li'I=III=III-1 I i '=1 11=1 I =1 I (= 11=1 11=1 I I- ,I11,,,111,,,111 „1111; I1' 4" 4" INTERIOR WALL SLAB STEP NON-BRG.('-K SCALE:3/4"=1'-0" S3 \\\O\\OO�OG� i i i�/i \\ice\\ • . • • III III=111=111=III=1 I III=1 I 1=III= ' FOOTING II-11I-III-III-Il II ...III=III-' BEYOND 'AD REINFORCEMENT 3" MIN. CLEARANCE 3EE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. S3 J U N 1 1 2022 VIRTUAL REVIEW ASSIST Virtual Review Assist, Inc. Plans Review completed and approv for, compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 N c. O N T to a o B Q LO §a° 58 AA Y YLR001gg g y Of v c Q W w 0 z Q V) N LO n E 0M _W L I) M, d^ iD M � an C6 0`^ a IU E� L o } O B o TT •� O u CD m Q VI U to :W_ U w CLv W L p E, r> 0 CL W W w LU t-Q W it�yzW w 0 2,< o< w<, U o R o _ J c� o o p c3WoWo�0Wo�mojQa F O Ci z z � U d Fn W W � Q J 0 0 QLL <w� �❑ZgWo�o�Q OX �QQ�Q LL a o LL O O CNI Z W 0 I— U) O cM O Q M LO U) ti Q W Q U( If0-M aU�� Z Z W JO O a a a y y y I y y I I y y O N 0 N T 0 0 0 CY) � O r M r M N °o o rn o O r N o I I I ' Z O w o o 0 o I I 1 Lo > T N M qY �/1 zZ vJ az O zw �--+ O W U w 0 0 ()UUj Lo 0 Z)Z> ow- Z pro aka Q = m=w ~~O N Ozo= W�� (y) Q 0 zwo U aZOf z �z U J Sow W � Z Z z Z w W J O > C:) LAST PLOT DATE Z 0 STRUCTURAL DETAILS - MONO SEE DETAIL 16/D1 FOR w/ 1/4"x3" TAPCONS AT 8" MASONRY WALL AND GARAGE COLUMN TO PORCH SILL :o: O C PAD FOOTING ATTACHMENTS & 18/D1 1/2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM TRIM PER PLAN 8" MASONRY WALL W/ ALL SCREWS @ 8"O.C. ATTACHMENTS EXTEND FILL CELLS TO FOUNDATION PAD - INSULATION PER CHART SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL = MAT REINFORCING. �' ' ON FLOOR PLAN SIZE VARIES PER PLAN r> CONT. BEAD SEALANT w/ MIN. (2) #5 VERTICALS oo z GRADEd ° 'a' FILLED SOLID (SEE PLAN FOR _ _ _ = a 6 x 6 W1.4 x W1.4 , SIZE AND REINFORCEMENT) 0 z ;III=III ' 4.. ° °• I=III=III=III=I' WWF OR FIBERMESH w—II FEE -1 III -III III —III —III -I 1 w I 11=1 11=1 11-, ° BRICK PAVERS or SLAB PER 0 W U) w 00 = -III=I •06.• ' °• Z - z Q V-0" FIN. FLR.� COMMUNITY SPECS LL , I-- II =III=III=III=11 II _ _— _ W III=III- -