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(2) LAYERS ASTM TYPE II OR ASTM D4869 TYPE III OR TYPE IV UNDERLAYMENT FOR ROOF PITCH > 4:12 AND ATTACHED PER TABLE R905.1.1.1 OF THE FBC 7TH EDITION (2020)-RESIDENTIAL (2) LAYERS ASTM TYPE II OR ASTM D4869 TYPE III OR TYPE IV UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS AND ATTACHED PER SECTION R905.1.1.1, ITEM 4 OF THE FBC 7TH EDITION (2020)-RESIDENTIAL 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 ALUMINUM DRIP EDGE 5/8" OR 1/2" HIGH ALUMINUM FASCIA STRENGTH CEILING 12" 2x SUB FASCIA BOARD PER CODE (OR 5/8"' .N.0. GYP. TYPE "X" @ GARAGE EE SOFFIT W/A HABITABLE ROOM SHEET ABOVE) W/DRYWALL SCREWS @ 7" O.C. 8"x8"X16" KNOCK -OUT CEILING & 8" O.C. WALLS BLOCK W/ 1#5 CONT. FILLED SOLID W/GROUT INSULATION PER I CHART ON FLOOR — 8" C.M.U. TYPICAL PLAN 1x2 P.T. HORIZONTAL NAILER TYPE "S" MORTAR STD. 90-HOOK (SEE DETAIL) ARCHITECTURAL FINISH 1x2 PT WD FURRING @ 24" O.C. 1/2" GYPSUM WALLBOARD (1) #5 VERT. IN FILL CELLS U.N.O. (SEE FOUNDATION PLAN FOR LOCATIONS) 1x4 P.T. BASE NAILER U) 3 1/4" BASEBOARDILL Cr MIN. 2500 PSI CONC. SLAB w a MIN PSI MAY VARY PER - oM MUNICIPALITY. 4"x4" INSPECTION PORT AT CONCRETE SLAB W/ 6X6 EACH FILLED CELL TYPICAL W1.4XW1.4 WWF OR AT GARAGE, CONTRACTOR "FIBERMESH" TO CUT BLOCK OR POUR CURB DUE TO SLOPE E00 6 MIL VAPOR-`/ BARRIER III , G III - 4 • • I11= T COMP. SOIL. IIII ° , (COMPACTED TO 95% _ I —III=III 11= MODIFIED PROCTOR III I I I I I=1 I —I I NOTE: EXTEND DECO FINISH ASTM D1557) 4" to 6" BELOW GRADE (2) #5 REBAR CONT. 3" MIN. CLR. ON 3" CHAIRS TYP. 1'-4" (1 STORY) STD. 90 HOOK U.N.O. 4" 1'-8" (2 STORY) (SEE DETAIL) TYPICAL WALL SECTION rA SCALE: 3/4" = V-0" S3 OPT: DEPRESS SLAB 5%" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 14 O.H.D. RECESS PAVERS ^M -- -�.. ; - - .... ' I- 4I�. 4.30 " IIIIIIF SEE A/S3 OR J/S6 1111 I I I 111 i l l II„ III III 1 I; FOR REINF. INFO. 3" MIN. CLEARANCE 1' 4" 1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STORY) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. T 6 h I Il. 111 11 1T F- 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 =1 I I=1 11=1 11=1 I=1II-III-III I� 11'IIIIIIIIIIIIIIIIIIIII I ✓ ° 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.11) 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE. 1/4" DIA. X 3 1/4" TAPCONS @ 24" O/C & @ 6" MAX FROM END OF 2 x PLATE CV 6x6W1.4xW1.4 r WWF OR FIBERMESH ° II IIIEli IIIIIIIIIIIIIII; 1 8. TYPICAL INTERIOR BEARING WALL w/ OUT UPLIFT SEE TYP. WALL SECTION SCALE: 3/4"=V-0" GG S3 8"x8"x16" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES 3/8" MORTAR BETWEEN SLAB & BLOCK CV ' ELEV. U-0" 4 A.F.F. rrR a d ° e '° a e ° p e c 44 ELEV. -0'-3 1/2" °...d .'° e. ° ° d 0 A.F.F0 e a 2x4 CONT. ° ILL d - ° 9. ° cC) ° e 4 GARAGE DEPTH VARIES e. GARAGE SLAB AT STEP ("'B� SCALE: 3/4"=1'-0" S3 2x S.P.F. STUDS @ 2x STUD LOAD BEARING OR EXTERIOR WALL 8" C.M.U. 1"x P.T. STUD #5 VERT. IN FILLED CELL SEE CC/S3 OR N G/S3 FOR ANCHOR BOLT INFO. 5/8"x6" "J" BOLTS BOLT (IF NO UP LIFT ON @ 24" O.C. VERT. OR WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR (6) 1/4"x3 1/4" TAPCONS *SIMPSON SP1 SPACED EVENLY w/ (10) 10d NAILS 2x P.T. PLATE TYP. ASSUMED FINISHED GRADE MONO OR STEMWALL z. FOOTING MONO SHOWN00 FOR CLARITY _ D D D ° I -III -III -III -III -III __I III - III-III=III- III -III Z NOTE: D. ° P g. D D ' I -III -III -III -III -III -II III=III-III=III=1I I -III- N *FOR BEARING WALL I -III -III -III -I 11=III= I r W/ UPLIFT ONLY — — — — — — — — — — ITS .I=I�-III-III= "—" '-- 1-1-1 1' 1 ' I 1 1' 1 1 I FRAME WALL TO C.M.U. WALL CONNECTION SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S3 SLAB INFORMATION. 6x6W1.4xW1.4 3 1/2" WWF OR FIBERMESH min. 4" A. ° i "v GRADE ° °° 11=11_I-1 I I-1 I I-1 I I-1 I-1 11=1 I ' _----- _ ° 1 #5 REBAR w/ OPT. =1 11= I IIIII I I I I IIIII I IfE III I IIIII I I 1 :SCREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=1'-0" S3 EXPANSION JOINT 1 ICI=III 'a SEE A/S3 OR J/S6 -1 I II I I II II I I III Ill FOR REINF. INFO. 3" MIN. CLEARANCE V-4" (1 STORY) V-8" (2 STORY) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. BLOCK WALL BEYOND O.H.D. RECESS II i 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING — NAILED W/ 8d COMMON NAILS @ 4" O/C BOUNDARIES, 6" 0/C EDGES, AND 12" 0/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 E 5/8"OR 1/2" HIGH STRENGTH J (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/ — 2-0/16" PLATE WASHER (TYP.) \ (ALT: 1/2"x12" TITEN HD @ 24" O.C. OR 5/8"x10' WEDGE ANCHOR @ 24" O.C.) 2 11. �3 1/2" MIN. b 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. BLOCKING HORIZONTALLY@ INTERVALS )T EXCEEDING 10'-0" (R302.11) SULATION PER CHART ON FLOOR PLAN VIPSON SP1 wl (10) 10d NAILS 2x P.T. BOTTOM PLATE 6x6W1.4xW1.4 WWF OR FIBERMESH z_ _III-111-111-''31/2"(min.)-4" g 3 1/2"(min.) - 4" 11=1 1 I- -IIII IIIII IIIII 1=' 1 I '-III IIII _III=III-III=III III -III (2)#SCONT. -11 „IIII=11111--11111�111 ��I�I-1 4" V 4" 8" U.N.O. MIN. TYPICAL BEARING WALL STEP SHEARWALL C "SHEAR WALL" SCALE: 3/4"=V-0" rnn I 5/8"OR 112" 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.) "SIMILAR AT FOUNDATION ONLY" IF NOTED, THIS REFERS TO THE STEP, SIZE OF FOUNDATION AND REINFORCEMENT AND WILL NOT INCLUDE THE WALL ATTACHMENTS 3 1/2" 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) —INSULATION PER CHART ON FLOOR PLAN —SIMPSON SP1 w/ (10) 10d NAILS /,,2x P.T. BOTTOM PLATE 6x6W1.4xW1.4 /WWF OR FIBERMESH I 1' I1=III' II1 III- II 00-I =11=1 I31/2 411 1 A (2) #5 CONT. MIN.U.N.O. TYPICAL BEARING WALL " STEPam- 2x STUDS @ 16" O/C INSULATION PER FBC AND ENERGY GoN�o s FORM SUBMITTED WITH PERMIT APPLICATION /� NOTE: SEE SECTION C/S3 FOR 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 NOOK DETAIL SIMPSON SP1 w/ (10) 3RD LAYER 1/8" THICK. 0d NAILS K.O. BLOCK SIMPSON SP1 w/ (10) 10d NAILS @ EA. STUD 2x P.T. PLATE 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING SPACE ANCHOR WEEP SCREED INSTALLED BAR BOLTS 6" MAX FROM o END OF 2" x PLATE PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR 0 LD SCALE: 3/4"=V-0" D GRADE 40 MIN. F �Ok - N D Z_ #3 & #4 LAP SPLICE ya ° t, FINISH GRADE 00 25" MIN. LAP [30" MIN. LAP] [GRADE 60 MIN. Fya -III-I-I 1=1 I I-1 =1 I I a ° ____ � 6 MIL VAPOR BARRIER III III D I -I I 1-1 1 I —I � —_ - —III—III III —I 11 :11 I ° I I I=I I I -I I I-1 I I—, #5 REINFORCING BAR R 1 7/8 79-riI D : I=1I I -III -III -III- r #5 LAP SPLICE 1Ti Trf=—=III=1 COMP. SOIL. (COMPACTED TO I =III—III=III=� I I 36" MIN. LAP [36" MIN. LAP] 95% MODIFIED PROCTOR ASTM 1 �— I =III=III=III=III=IIIII-1 I 10" D1557) III1111I1 1IIII�IIII1�11111111II1jllll-'' 4" 1'-4" #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE TYPICAL EXTERIOR FRAME WALL FOOTING E REBAR DETAILS (*F� SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. P.T. 2x 01-01, A a Q da. .a a — a.. CONCRETE NAILS W 1 1/2' EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) E M 6 MIL VAPOR BARRIER SCALE: 3/4"=V-0" S3 SCALE: N.T.S. �3 FRAME -DOWN FALSE BEAM w/ (3) SEE PLAN SEE ROOF PLAN 10d NAILS TO TRUSS TOP CHORD FOR TRUSS AT 24" O.C. MAX. CONNECTION INFC SEE PLAN FOR TOP OF BEAM &LAYOUT DESIGN SEE ROOF PLAN (2) HTS20 FOR STRUCTURAL BEAM SIZE & CONNECTION INFO 1/2" GYP. BD. HOLD GYP. BD. 1/2" FROM SLAB —CONT. BEAD SEAL4 INTERIOR CONCRETE 2X4 P.T. 2x4 #2 SYP P.T. FRAMING w/ k PLATE d 7/16--MIN 7/16" O.S.B. SHEATHING °'s'B' Z ATTACHED PER NAILING _ w � SCHEDULE Q COLUMNLOCATIONQ Lu SEE PLAN FOR STRUCTURAL :� w COLUMN SIZE AND BASE 0 w CONNECTION INFO. 2X STUDS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE (2) #5 CONT. =1 I=1 I ON 3" CHAIRS (TYP.) 8" 1'-4" 1 /2"(min.)- 4" CC S3 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 351 MIN. TENSION 2600#) 6x6W1.4xW1.4 N �: WWF OR FIBERMESH �, E D II -III -III -III_ III III=1I1=1I1=' r TYPICAL INTERIOR BEARING WALL w/ UPLIFT G SCALE: 3/4"=V-0" S3 1 1/2" RECESS FOR vAHltS 6 x 6 W1.4 x W1.4 S.G.D. (U.N.0.) WWF OR FIBERMESH ° i ll l l III III; N ° d r N 11 I 1-1 I I III„II III I I I I I . " "E d. U. II a -111�1 - I I111�- =1 I I III III=1 I I III, , I �' SEE A/S3/J/S6 g FOR REINF. INFO. OPTION #1 SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SLAB STEP & RECESS S.G.D. rM SCALE:3/4"=V-0" S3 SEE DETAIL 16/D1 FOR w/ 1/4"x3" TAPCONS AT 8" MASONRY WALL AND ' GARAGE COLUMN TO PORCH SILL :".. 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/ DRYWALL 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 z 00 GRADE a r, FILLED SOLID (SEE PLAN FOR _ _ _ = a a' _ 6 x 6 W1.4 x W1.4 c` SIZE AND REINFORCEMENT) 0uj WWF OR FIBERMESH co z a w II IIII - w II I IIII—I_IIII U I -Ill a 1�p BRICK PAVERS or AB PER o o I=I ! ''' . ° �COMMUNTY SPECS ILL II a M — — — 4" 4" INTERIOR WALL SLAB STEP NON-BRG. rK SCALE:3/4"=V-0" S3 0-0 IN. FLP I �-I -I I I -I I I-III=III I I III -III =; FOOTING -� -III III -III -III -III -I I III=1 1=1 I I_ U 1, III�ITIIII IIIII IIII ,� I -1 I I-1 I I BEYOND PAD REINFORCEMENT 3" MIN. CLEARANCE SEE FOUNDATION (SEE SCHEDULE) FOOTING WIDTH CONC. PAD INFO. W APR 118 2023 SEE SCHEDULE CD12 PATIO COLUMN FTG. DETAIL rN SCALE: 3/4"=1'-0" S3 � SCALE: N.T.S. S3 Virti Review Assist, loc. Pans Review completed and appro d for comp[iance with the 2020 FBC 7th Edition by Debra Anne Ktahr Pd2300 '`} N 44 J 00 t , 1� 1�if ° LO c�0 E. S v+v ° LO 5 VS (s': R S q w t O w 0 z Q ^N > 0'', O W 5, L -= \J - u �, 0 :) 01co Ln cn cli V -0 - r A� E ';`. t TT .� 0 li o o Q c u .N do U J-u QN c W L 00 E� a oLu WOw oWLLuj Ed f zH z g—.O 5-(n0 u QQ QO c - zlul 02201-- <WcycnopR0-M,z U' 0 O uj z0 qua>zYWOZz��pwOa UL Z Q~0uj 2Wo�V�¢ 0 o oaz�¢ ILQ O I-Q LL a$ O O CN Z LL1 O� / U+ O � O � �M Q Ln ILL u) Ln rM Oro Z U W W J� O O N N N ti 4 4 O N O N O 0 0 0 O 06 0-5 O co 00 CD N o N o N N N O N O N O N O N O N O CV , O CV CA N ob O 6 - 00 O M r N O M O c 'L N (D >1 0 0 0 0 0 0 0 IN141 L6 O ti 1 00 z z O per—' w oWU) LLI Ur_ O Uo�o f— O�a Owl=-Q z I = m O Z H Z rn V Z > J �2zOf Z Z (� W O_3gZ O Q U uj Ln z r1/ z Z Q o L.L Z � U -�e U 00 W of Z Z z w W M N � LAST PLOT DATE Mar. 9, 23 Z O STRUCTURAL -J DETAILS —MONO