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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 W;:l2" N. 0. 2x SUB FASCIA BOARD PER CODE (OR 5/8" SEE SOFFIT GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM SHEET ABOVE) W/DRYWALL 8"x8"X16" KNOCK -OUT SCREWS @ 7" O.C. BLOCK W! 1#5 CONT. CEILING & 8" O.C. WALLS FILLED SOLID W/GROUT INSULATION PER 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 3 1/4" BASEBOARD MIN MIN. 2500 PSI CONC. SLAB W MIN PSI MAY VARY PER a 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 00 Z M _=III-III=1 I I D 00 6 MIL VAPOR LI U D =1 I= = z BARRIER (IIII A llII COMP. SOIL. IIII 4 I I1= N (COMPACTED TO 95% —I I I I =1 I=1 11= NOTE: EXTEND DECO FINISH MODIFIED PROCTOR III I I III -III -I I 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" V-8" (2 STORY) (SEE DETAIL) TYPICAL WALL SECTION q 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 z III -III_ 4„ I�, a. 50 SEE A/S3 OR J/S6 -,`_ I I I I I 111111 IIII, , , 11111111-1 FOR REINF. INFO. 3" MIN. CLEARANCE 1' 4" (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' GARAGE DOOR SLAB RECESS ri1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. 2x BLOCKING HORIZONTALLY@ 2x #2 SPF STUDS INTERVALS NOT EXCEEDING @16" O.C. W/ (2) 10'-0" (R302.11) 16d TOENAILS T & B 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE. d 2x P.T. PLATE 1/4" DIA. X 3 1A" TAPCONS @ 24" O/C & @ 6" MAX FROM END OF 2 x PLATE E (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 N CHAIRS (TYP.) WWF OR FIBERMESH ° p a -I I —III —III —I m a ° • I I —III —III 1-111-111-11 F =1 II -ll=III—I 1= 'L;, r=-IIII IIIII I� I '/`�`� �1111111�11111�1111-11 TYPICAL INTERIOR BEARING WALL w/ OUT UPLIFT GG SEE TYP. WALL SECTION SCALE:3/4"=V-0" S3 8"x8"x16" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES 3/8" MORTAR BETWEEN SLAB & BLOCK CV ELEV. Y-0" OIL A.F.F. .d . e a °n a e ° 1/2"e ELEV03a 4a e oA.F.F.4' Te Xw e a a e o d e o 0 N e ' e v d: e a GARAGE DEPTH VARIES d ,e e. o a GARAGE SLAB AT STEP rB� 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 #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 _ TYP. 04 2x P.T. PLATE ASSUMED FINISHED GRADE MONO OR STEMWALL R. Z a � FOOTING MONO SHOWN00 FOR CLARITY ° °I>� 1=1I1=1I1=1I1=1I1=1I1=__I ° ° III—III—III—III—III=III Z D° I —III —III —III —I 11-1 I I —I I� NOTE: *FOR BEARING WALL W/ UPLIFT ONLY II II I ILI II I II II I II II 11 II 1-1 r I I I=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 1 1— -I 1►-1 I I —I � 1=1 � 1=1 I I —I � I —I � 1=1 � 1=1 11-1 11=1 � 1=1 11=1 � 1=1 11-1 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" ° ° e ° ° a GRADE 71, 00 I I -I I -I— I I— I— — _— I • —III—III—III—III—I r _ _-(1) #5 REBAR w/ OPT. -1 I III I I=1 11=1 I I I III IIII III I 11=SCREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE rL SCALE:3/4"=V-0" S3 EXPANSION JOINT 1 t'7 • e .. `4 �• -11 � III —I I 'd •..:a '' -III—III I' I ITI 1111 •• � � ... 1 I'I�111 I a.•:� II BLOCK WALL BEYOND O.H.D. RECESS li 60 SEEA/S30RJ/S6-'--1j�1111111111�1, 111I11�1- FOR REINF. INFO. 3" MIN. CLEARANCE V-4" (1 STORY) V-8" (2 STORY) GARAGE DOOR SLAB RECESS ri SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. 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" 3 1/2" MIN. D D oo 'ITi-1I'1=fTl- D a ° 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 &x6W1.4xW1.4 WWF OR FIBERMESH 1/2"(min.)- 4" 3 1 /2"(min.) - 4" T44 -III III -I I I- -III —I I —III. =III=III(2)#SCOIII=„IIII 1'-4" 8" U.N.O. MIN. TYPICAL BEARING WALL STEP SHEARWALL rc "SHEAR WALL" SCALE: 3/4"=V-0" S3 S� 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING ��tios�v- NAILED W/ 8d COMMON NAILS @ 4" O/C ens' BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C INSULATION PER FBC AND ENERGY AGO �NUo s FORM SUBMITTED WITH PERMIT (2) ROWS OF 2x BLOCKING @ THIRD POINTS APPLICATION f NOTE: 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 SEE SECTION C/S3 FORADDITIONAL INFORMATION LAYERS W/ TOTAL THICKNESS 7/8" OVER 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 SIMPSON SP1 w/ (10) PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. 10d NAILS SIMPSON SP1 w/ (10) 10d NAILS @ EA. STUD K.O. BLOCK MIN. 2500 PSI CONCRETE SLAB W/ 2x P.T. PLATE 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING SPACE ANCHOR FIBERMESH WEEP SCREED INSTALLED BAR o END OF 2" x PLATEFROM PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR W D GRADE 40 MIN. Fp 40ksi a [y #3 & #4 LAP SPLICE GRADE 60 MIN. F - 60ksi] _ CC,)— — — A ° ° FINISH GRADE O0 2 25" MIN. LAP [30" MIN. LAP] ¢ —III—III—III p =1 —111=1 —III - 1=1 1=1 I I =� 6 MIL VAPOR BARRIER -1 I III D ° I I=I 1 1=1 I =1 °O n ' ° 11-1 I 11 A. ' III—III=1 I I #5 REINFORCING BAR R 1 7/8 III D : I—I11=III—III—I 1= r #5 LAP SPLICE I I I I 11-1 . III —I 11=1 11=1 COMP. SOIL. (COMPACTED TO I I II I ° 36" MIN. LAP [36" MIN. LAP] 95% MODIFIED PROCTOR ASTM 1 �- I I=1 1=1 11=1 =1 11=1 1=1 I 111 10" D1557) -III „I I II = II I II � II I II II I II I II I JELI I-1 4" 1'-4" #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE TYPICAL EXTERIOR FRAME WALL FOOTING E REBAR DETAILS rF SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=T-0" S3 SCALE: N.T.S. S3 SLAB INFORMATION. 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 �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 I WWF OR FIBERMESH 00 1(3 1/2"(min.) —III—I I=I �'- '' =II I �I I I I III=1 11=1 11=1 I I III —III '' (2) #5 CONT. 11 14"1 I -_,I 111�1 Ill IIJ1 II 18� 1- U.N.O. MIN. TYPICAL BEARING WALL @ STEP SCALE: 3/4"=T-0" P.T. 2x 1/2" GYP. BD. HOLD GYP, BD. 2:. 1/2" FROM SLAB Ol '_ " CONT. BEAD SEALANT e a. a Q INTERIOR :ONCRETE NAILS W 1 1/2' MBEDMENT @ 12" O.C. TAGGERED, FROM BOTTOM LATE TO CONCRETE' 01N. SHEAR 180# MIN. ENSION 120#) CONCRETE SLAB _ _ N I1=11— 1I— I 1=1 M 6 MIL VAPOR BARRIER ' ;III=1 I �—I I —III=11I 11111111111;1111111 1 4" 4" INTERIOR WALL SLAB STEP NON-BRG. SCALE: 3/4"=V-0" FRAME -DOWN FALSE BEAM w/ (3) SEE PLAN SEE ROOF PLAN 10d NAILS TO TRUSS TOP CHORD FOR TRUSS AT 24" O.C. MAX. X CONNECTION INFO SEE PLAN FOR &LAYOUT DESIGN TOP OF BEAM SEE ROOF PLAN (2) HTS20 FOR STRUCTURAL BEAM SIZE & CONNECTION INFO 2x4 #2 SYP P.T. FRAMING w/ MIN 7/16" O.S.B. SHEATHING z ATTACHED PER NAILING w Q SCHEDULE � w SEE PLAN FOR STRUCTURAL g LLI COLUMN SIZE AND BASE o Uj CONNECTION INFO. 2X STUDS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE SEE DETAIL 16/D1 FOR w/ 1/4"x3" TAPCONS AT 8" COLUMN TO PORCH SILL :o O.C. GARAGE ATTACHMENTS & 18/D1 1/2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM TRIM PER PLAN W/ DRYWALL SCREWS @ 8"O.C. ATTACHMENTS INSULATION PER CHART SQUARE CMU BLOCK BASE, ON FLOOR PLAN SIZE VARIES PER PLAN CONT. BEAD SEALANT w/ MIN. (2) #5 VERTICALS FILLED SOLID (SEE PLAN FOR 6 x 6 W1.4 x W1.4 I SIZE AND REINFORCEMENT) WWF OR FIBERMESH C., ° a BRICK PAVERS or AB PER 0'-0" FIN. FLR./-ik COMMUNITY SPECS K S3 AMON TAPERED COLUMN FRAMING Virtual Review Assist, Inc. Plans Review completed and ,p for compliance with the 2020 FBC 7th Edition Debraby 1[ (2) #5 CONT, =1 I jI ON 3" CHAIRS (TYP.) 8" V-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 3500#, MIN. TENSION 2600#) 6x6W1.4xW1.4 c WWF OR FIBERMESH �, E p D. ° II —III —III —III- 1.1 TYPICAL INTERIOR BEARING WALL w/ UPLIFT rG SCALE: 3/4"=1'-0" S3 1 1/2" RECESS FOR vAKltS 6 x 6 W1.4 x W1.4 S.G.D. (U.N.O.) WWF OR FIBERMESH ^M a — o. 00 11 r� r N 1;,,11 III III„II II (IIII . `'' 'E a _ M 'I� II a ,d—I�IIII SEEA/S3/J/S6 8" 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 GRAD - - d ' e d. LU e. I-1 I f-1 11=1 11=1' z=—I I —I w 0 0 I I III I II I11 o� . I I=1I 1=1 11-, _ Z Q IM UL In I f=1 =1 1=1 I I=1 1=1 I=Z I I =1 11=1 I FOOTING -III III —I 11=1 I I —III —III IT_I-1 I I —I 11- U II,;1111111�11111�1jj11�1 ,�1-III,=III-' BEYOND PAD REINFORCEMENT 3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. S3 N N O N cli w- fi - Ln LO y00 W VA. k�' .miss w w o z Q nN LO W L U Cy) cq N 0 4--j Ln A� 'L L co) 2 O �} o o v •N .i• w p� N QcO ■ EN L0 CO 7U C) __ a 0 LLJ W U� W 0 LIJ C W O 1- LU F-LU Q � _j 0 a< zof X�-_jU)011��=wu_UO2_O Q Q �- =OOJZW" 0Z�0pHQQ z F- O O Ocn0f§Oz0R00mz 0 (n�CL W W ��Q�Q.-1 0 Z ¢�¢aWQ�Zwz��vna W ��- �111Z� Q U- O 0 D 0 Q Q La O Qu s1 O O N z 0�_ U n ti E� M O Q w M W < Lq QUQoo Z � W � W J 00 CD d' I I I O o N 0 N 0 N 0 N I,-- O \ cM \ M N O C) O O O O T N O 1 1 It 1 z O NW o 0 O O I I I Lo' n LT > a•- N M 4 QO Z Z Qz O zw ---+ 4_j W 0 o 0 O U Lo O �z> 0 LU z < = WLU¢ ~ Ln (j E- F-2 (V Zo= LLI C0 0 Z=U O U dzLL z U z Q F_ � OU CL MM0 W Z Z z LLI r 0 LAST PLOT DATE o z 0 STRUCTURAL DETAILS - MONO