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_ i_ I I I 1 (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 112" HIGH \12'N.O. ALUMINUM FASCIA STRENGTH CEILING 2x SUB FASCIA BOARD PER CODE (OR 5/8" GYP. TYPE "X" @ GARAGE EE SOFFIT W/A HABITABLE ROOM SHEET ABOVE) W/DRYWALL 8"x8"X16" KNOCK -OUT SCREWS @ 7" O.C. CEILING & 8" O.C. WALLS BLOCK W/ 1#5 CONT. FILLED SOLID W/GROUT INSULATION PER CHART ON FLOOR 8" C.M.U. TYPICAL PLAN 1x2 P.T. HORIZONTAL NAILER TYPE 'IS" 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 3 1/4" BASEBOARD MIN. 2500 PSI CONC. SLAB w a MIN PSI MAY VARY PER o MUNICIPALITY. Cl) 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 E L � 0 Z D 6 MIL VAPOR BARRIER COMP. SOIL. — �I p• • I ° Ell I (COMPACTED TO 95% III =1 I I 11 �I E 11I 11-11 I I= 11 NOTE: EXTEND DECO FINISH MODIFIED PROCTOR ASTM D1557) 4" to 6" BELOW GRADE (2) #5 REBAR CONT. 3" MIN. CLR. ON 3" CHAIRS TYP. V-4" (1 STORY) STD. 90 HOOK U.N.O. 4" V-8" (2 STORY) (SEE DETAIL) TYPICAL WALL SECTION rA SCALE: 3/4" = 1'-0" S3 OPT: DEPRESS SLAB 5Y2" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS/DRIVEWAY CONCRETE SLAB 14" O.H.D. RECESS PAVERS % `I z 6. 400 II=1 SEE A/S3 OR J/S6--'Ji 1 i l �;lii l 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 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 ° -II1=II II I m ° 1=1LI.��11_I p I=1 I I=L1 1= 'II —III III III 1 a 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'4" (R302.11) 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE. 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & @ 6" MAX FROM END OF 2 x PLATE (V 6x6W1.4xW1.4 WWF OR FIBERMESH ° 11 I I I I I —III —III—' 1 8" 1 -VW ..-, , ,r...V' TYPICAL INTERIOR BEARING WALL w/ OUT UPLIFT rG G SEE TYP. WALL SECTION 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"=V-0" S3 8"x8"x16" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES 3/8" MORTAR BETWEEN SLAB & BLOCK ELEV. 0'-0" A.F.F. e 0 V e. 4. d A. e d... a d a a ° a ELEV. -0'-3 1/2" A e A.F.F. O e• d ^ < d 2x4 CONT;/ . a. LL e _ d evd -e Qa ,� O .A d: A o d N a. GARAGE DEPTH VARIES ". a A. a 4 GARAGE SLAB AT STEP B SCALE: 3/4"=V-0" S3 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"xl2" TITEN HD @ 24" O.C. OR 5/8"x10' WEDGE ANCHOR @ 24" O.C.) 2" 3 1/2" MIN. ' D D ° 00 D aD 31/2"(min.) - 4" I I=1 I ° • —III III —I II I- _I'- 1I (2)#5CONT. 1 -11 ;,IIII�IIII_„II1,;,11 III- 4" 1'4" 8" U.N.O. MIN. TYPICAL BEARING WALL d) STEP (a) SHEARWALL "SHEAR WALL" SCALE: 3/4"= V-0" 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 1U-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 d 5/8"OR 112" HIGH STRENGTH --/ TRUSS BOTTOM CHORD OR 2x4 #2 SPF ;U.N.O.) (OR 5/" GYP. TYPE "X" @ BLOCKING @ 12" U.C. w/ (2) 12d TOE NAILS :GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. S.P.F. DOUBLE TOP PLATE SIMPSON SP2 w/4w/ 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. --:(12) 10d NAILSU.N.O. 5/8"° x 10" "J" BOLT @ 24" O2x BLOCKING HORIZONTALLY@ INTERVALS 2"°x3/16" PLATE WASHER (TYP.) NOT EXCEEDING 10'-0" (R302.11) (ALT: 1/2"x12" TITEN HD @ 24" O.C. OR 5/8"x10' WEDGE ANCHOR NSULATION PER CHART ON FLOOR PLAN @ 24" O.C.) "SIMILAR AT FOUNDATION ONLY" IF NOTED, THIS REFERS TO THE SIMPSON SP1 w/ (10) 10d NAILS STEP, SIZE OF FOUNDATION AND REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE INCLUDE THE WALL ATTACHMENTS 2" 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH 3 112" MIN. D a z IHEI I I—II1—'� 1/2"(min.)-4" 3 1/2"(min.) 1=1 I— E-1 I I I I 1=1 I I_ _ ' III illl 11�1=1�1=1�1=1�1-1�1-1�1 I� iz (2) #5 CONT. 1 14;I U.N.O. MIN. TYPICAL BEARING WALL @ STEP CC SCALE.-3/4"=V-0" S3 112" 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 r INSULATION PER FBC AND ENERGY 8" C.M.U. FORM SUBMITTED WITH PERMIT °ON 1"x P.T. STUD (2) ROWS OF 2x BLOCKING @ THIRD POINTS APPLICATION #5 VERT. IN FILLED CELL 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 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 HOOK DETAIL @ 24" O.C. VERT. OR PLATE WASHER TYPICAL 3RD LAYER 1/8"THICK. K.O. BLOCK 5/8" x 6" EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10) 10d NAILS @ EA. STUD (6) 1/4"x3 1/4" TAPCONS SPACED EVENLY 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20"MIN. LAP [24" MIN. LAP] 45 REINFORCING `\' 2x P.T. PLATE FIBERMESH WEEP SCREED INSTALLED BAR ASSUMED FINISHED PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR GRADE _, D D � z #3 & #4 LAP SPLICE GRADE 40 MIN. F - 40ksi y- z cn ° p _ FINISH GRADE °O [GRADE 60 MIN. Fy= 60ksil -0 D 25" MIN. LAP [30"MIN. LAP] = II `jj p D. °O 6 MIL VAPOR BARRIER III I I p D ° 11=11 I=11 I=1 I °°is— 'AAA ZAAA #5 REINFORCING BAR R 1 7/8" —� ° I—III—III—III=1I1=1I1=_� ; N z_ p p° I —III —III —III —III —III —I I I I I I II I. I II I III I II 11111II 11 #5 LAP SPLICE a —III—III `1 COMP. SOIL. (COMPACTED TO -I I ° 95% MODIFIED PROCTOR ASTM �f 11=1 1=1 11=1 11=1 I 11MH—I f= =1 I I —I I —I I —I I —I 11=1 I I=1 I I —I 1-1 I I D1557) I I I I —I 1=T T�f I I f=—�-1 _ 4 I I I I 1 I A I —III —III —I I I —11—�' Y T FRAME WALL TO C.M.U. WALL CONNECTION rD TYPICAL EXTERIOR FRAME WALL FOOTING SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S SLAB INFORMATION. 6x6W1.4xW1.4 3 1/2" WWF OR FIBERMESH min.) 4" GRADE 00 �I-� I I —III —III III o 2.J.�1J.1 111 EA 11 • _—I I —I I —I I —I I —I _ IE (1) #5 REBAR w/ OPT. ' I—T I I I 1=1 11=III III 111= 11=SCREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=1'-0" S3 EXPANSION JOINT 1 Cl) • e. °. A ... -11I—I I1-rrl I ,a , y - III ICI � ICI I I= I- I'I SEE A/S3ORJ/S6- -11-11-1 1111�i1 41-ri FT FOR REINF. INFO. 3" MIN. CLEARANCE 1'4" (1 STORY) V-8" (2 STORY) GARAGE DOOR SLAB RECESS ri SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. BLOCK WALL BEYOND O.H.D. RECESS llll OP 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" CONT. BEAD SEALAI• Q e INTERIOR :ONCRETE NAILS W 1 1/2' MBEDMENT @ 12" O.C. TAGGERED, FROM BOTTOM LATE TO CONCRETE FAIN. SHEAR 180# MIN. ENSION 120#) CONCRETE SLAB---- 0? -E _ — N II -III- II- r� co 6 MIL VAPOR = —� BARRIER 4" 4" INTERIOR WALL SLAB STEP NON-BRG. SCALE: 3/4"=V-0" 2X STUDS @ 24" O.C. U.N.O. GARAGE �-112" GYPSUM WALLBOARD U.N.O. W/ DRYWALL SCREWS @ 8"O.C. INSULATION PER CHART ON FLOOR PLAN CONT. BEAD SEALANT E 6x6W1.4xW1.4 =1 WWF OR FIBERMESH co -�� ate -I K S3 NOTE: SEE SECTION C/S3 FOR ADDITIONAL INFORMATION SIMPSON SP1 w/ (10) 10d NAILS 2x P.T. PLATE SPACE ANCHOR a BOLTS 6" MAX FROM o END OF 2" x PLATE W D 0Q. I-- 1�1=1�1—ICI a III —III —III =1 ° LU 'I IIIIIIIIIIII IIIIII_I D • ° 10" #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE REBAR DETAILS rF SCALE: N.T.S. �Ii3 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 INFO SEE PLAN FOR TOP OF BEAM &LAYOUT DESIGN SEE ROOF PLAN (2) HTS20 FOR STRUCTURAL BEAM SIZE & CONNECTION INFO 2x4 P. r. PLATE m6• O.S.B. EQ COI UMN•I+OCATION 2x4 #2 SYP P.T. FRAMING w/ MIN 7/16" O.S.B. SHEATHING z ATTACHED PER NAILING w SCHEDULE Q > J SEE PLAN FOR STRUCTURAL w COLUMN SIZE AND BASE o w CONNECTION INFO. U) SECURE 2 4 P T BTM PLATE x I SEE DETAIL 16/D1 FOR w/ 1/4"x3" TAPCONS AT 8" COLUMN TO PORCH SILL O.C. ATTACHMENTS & 18/D1 FOR COLUMN TO BEAM —TRIM PER PLAN ATTACHMENTS SQUARE CMU BLOCK BASE, SIZE VARIES PER PLAN wl MIN. (2) #5 VERTICALS En FILLED SOLID (SEE PLAN FOR SIZE AND REINFORCEMENT) BRICK PAVERS or COMMUNITY SPECS AB PER 0'-0" FIN. FLR.iIa �i �i �i �i �i I �i �i �i �i �i �i✓i �i �i \\\\\\\OQ 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.11) 112" 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 a p ° II —III —III —III III III=III=III=' (2) #5 coNT. ON T' CHAIRS (TYP.) 8" 1'-4" 8" TYPICAL INTERIOR BEARING WALL w/ UPLIFT G SCALE: 3/4"=V-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 cis, - d — a — d 00 Cn i= I I M II II —IIF III= SEE A/S3/J/S6 I- „III 1=41I ICI I I "� 18' FOR REINF. INFO. OPTION #1 SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SLAB STEP & RECESS S.G.D. M SCALE:3/4"=V-0" S3 MASONRY WALL AND PAD FOOTING 8" MASONRY WALL EXTEND FILL CELLS � TO FOUNDATION PAD _� CONT. FOOTING STEEL MAT REINFORCING. r ' M 00 GRADE— — d d c� � ; I I I=1 I I d d e• � I —I I I al I I —III —I' z 1-- w o 0 0= I I I I I I I I I I • a• I I I=1 I I=1I I- z a cn u- 0 1=1 14, A I1=1= F1I1=1I1=1I1=1 I II II1=III— _ a 11 111 Il it l 11 11 �l l ,� 1 ...111-III—' BEYOND PAD REINFORCEMENT 3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. S3 OCT 2 8 2022 Virtual Review Assist, Inc. Plans Review completed and approved for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 N CN uO 00 to r.i Z w o ,. 0 w Ct 0 z Q to 0 E o M iU �� v) u rn d ID�< "SIN` U w 0Lco c W � L (D m rn C) o W L11 WO(9 ❑ LL -j F-Q x2-j x< zOf Z 03:0LL00L JO Q U J(� QoXaLLLL°ZO°o~aDo I- oZa onx�oo�omZ�Zz�0 ww0aO� ❑Z LL Z �w Zo O)d UQo2CEY �~ 0X o ❑ Q LL Q o Q LL O O z N DW _ I— jU)o D � cM 0 Lq _l ILLW Q Lq C'7 z00 Ufa- W W W O m N N 0 N N 0 0 06 M (D00 000�� N N N N N O 04 N 1 O N I O N I O N 1 O (\J r O N O N /� rn N oo O— In ao p c� � � N O C'M w I 0 I 0 I 0 I 6 I 6 � o I 0 ' 0 L Cv� �000000 N M IT" � (O fl- L z z O _ O� WUF- U, '- O Q Q i.1 o0'W2 z Q WF- < =an0Z 0 V Wz 0�yyy w 2ZCf �zz LL Co W (V OJ<z O Q U IL L z z z ?Qo Q U J o O" 0- �m Q z Z Z w WC"I N M 0 O LAST PLOT DATE Jul. 21, 22 Z O STRUCTURAL — J DETAILS -MONO