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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 EDII ION (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" N.O. 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 CONY. 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 U) 3 1/4" BASEBOARD U_ rr MIN. 2500 PSI CONIC. SLAB w a MIN PSI MAY VARY PER - 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 CV III —III °co Cl, =III=III= I I 6 MIL VAPOR D 50 BARRIER 1111I Q I I II • 111= `� COMP. SOIL. IIII (COMPACTED TO 95% =1 I I I =III=III 11= MODIFIED PROCTOR III I I III —III —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. 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 5 %" DEEP AND 6" BEYOND - DOOR TO RECEIVE PAVERS / DRIVEWAY CONCRETE SLAB —\ PAVERS—, \ BLOCK WALL BEYOND 14 TO.H.D. RECESS z �M -- J.. III=III_ 4„ _ =IIII SEE A/S3ORJ/S6—_1Il�lllll�i,lll Illll- FOR REINF. INFO. 3" MIN. CLEARANCE V. 4" (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) V 8" (2 STORY) GARAGE DOOR SLAB RECESS ri 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.) ° A -III —III —III —I m ° 17 I-III=III=ll I ' • � 11; ,111 ; 111=„III=„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 & c @ 6" MAX FROM END OF 2 x PLATE 6x6W1.4xW1.4 r WWF OR FIBERMESH ° II IIIIIIIIIIIIIIIIIIII - o 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 f ELEV. 0'-0" 4 A.F.F. A. 0 �. °... a p Q. a ELEV. -0'-3 1/2" A.F.F. o °`a ° do .° 4 2x4 CANT. �o�' c ... 'Q 'n 0 °a a do ILL d _ .. d g. o 0 ° 1 ° a a a_ ° N GARAGE DEPTH VARIES a d... a4.a GARAGE SLAB AT STEP rB'�� SCALE: 3/4"=V-0" S3 2x S.P.F. STUDS @ 16" O.C. 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 d; 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) 1 Od NAILS N 2x P.T. PLATE TYP. ASSUMED FINISHED GRADE MONO OR STEMWALL p z FOOTING MONO SHOWN00 FOR CLARITY ° D ° � 1=1I1=III-1I1=1I1=1I1=1 NOTE: *FOR BEARING WALL D D. g ° ° ' ° I —III —III —III —III —III —II � III=III=III=III =III=III- N I —III —III —III —III —III= I '- W/ UPLIFT ONLY I I I=1 11=1 1=1 11=1 1=1 11=1 I I =1 11=1 11=1 11=1 11=1 -Ti—III-11�-11�—III—i 11=1 11=1 11=1 11=111— -III-1 I I —I 11=1 I I —I 11=1 I I —III —III —III —I 11=1 I I —I 11=1 11=1 11—' ' FRAME WALL TO C.M.U. WALL CONNECTION rD l SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. 6x6W1.4xW1.4 3 1/2" WWF OR FIBERMESH d c ° n 0 SCALE: 3/4"=V-0" 'v GRADE -(1) #5 REBAR w/ OPT. M. II I I= I1=SCREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 BLOCK WALL BEYOND EXPANSION JOINT 13" O.H.D. RECESS r M N a' 11=_11p I OF 1=4" 11= r III1111�111'"�. ` : , IIIIIIII SEEA/S30RJ/S6J III ,I_L1 �1IL11,, Ili�l. 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. 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING NAILED W/ 8d COMMON NAILS @ 4" O/C BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. 5/8"OR 1/2" HIGH STRENGTH V7_ (U.N.O.) (OR %" GYP. TYPE "X" GARAGE W/A HABITABLE ROO ABOVE) S.P.F. DOUBLE TOP PLATE SIMPSON SP2 w/ (12) 10d NAILS 1/2" CDX PLYWOOD OR 7116" 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. b z a' D a 00 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 1 U-0" (R302.11) INSULATION PER CHART ON FLOOR PLAN SIMPSON SP1 w/ (10) 1 Od NAILS 2x P.T. BOTTOM PLATE 6x6W1.4xW1.4 WWF OR FIBERMESH 31/2"(min.) - 4'" 111-III —I 1 I 1 I 1=1 1I- -I I 1=1 I =111. -III IIII III=III=III=III III=III I'' (2) #5 CONT.l 4" V-4" 8" U.N.O. MIN. TYPICAL BEARING WALL STEP SHEARWALL rc "SHEAR WALL" 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 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 C 3 1/2" MIN. SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C INSULATION PER FBC AND ENERGY FORM SUBMITTED WITH PERMIT (2) ROWS OF 2x BLOCKING @ THIRD POINTS APPLICATION / 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER 0;��OT I 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 PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. K.O. BLOCK MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10) 10d NAILS @ EA. STUD 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING FIBERMESH WEEP SCREED INSTALLED BAR PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR Z #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi T ° D FINISH GRADE O0 [GRADE 60 MIN. Fy= 60ksi] co .p D • 25" MIN. LAP [30" MIN. LAP] —III=1 —III 6 MIL VAPOR BARRIER -1 I I III R ° ° I =III=III=III=_ I I I=II11 III =1 I I--, #5 REINFORCING BAR R 1 7/8" I III °: I I-1I1=1I1=1 I I —III- � z • III—III—I"="1=' #5 LAP SPLICE COMP. SOIL. (COMPACTED TO I III I ° . — . I1=III=III- 95% MODIFIED PROCTOR ASTM ( 1 =III=III—III=III=III=III- D1557) 111 II1� IIII IIII IIII �I I1,;L1—' 4" V-4" TYPICAL EXTERIOR FRAME WALL FOOTING 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 1 n•_n•, J CONY, BEAD SEALANT ° INTERIOR d. 4n d d. CONCRETE NAILS W 1 1/2' EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB as c 00 E I I Cl)6 MIL VAPOR =!'a I=1 I=) 1= BARRIER — — _L Z Ii = —III=J. ;III, ITI„�11I, ,II1�, 4" 4" INTERIOR WALL SLAB STEP NON-BRG. SCALE: 3/4"=V-0" 2X STUDS @ 24" O.C. U.N.O. GARAGE 1/2" GYPSUM WALLBOARD U.N.O. W/ DRYWALL SCREWS @ 8"O.C. INSULATION PER CHART ON FLOOR PLAN CONT. BEAD SEALANT E d. 6x6W1.4xW1.4 N WWF OR FIBERMESH K S3 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) 1 Od NAILS ,,,2x P.T. BOTTOM PLATE 6x6W1.4xW1.4 I WWF OR FIBERMESH 3 1/2"(min.) - 4" -III-III =III III=� I —III—I I-11' I I I=1 11=1 11=1 I I III —III 1' (2) #5 CONT. 4)) ,_41,i U.N.O. MIN. TYPICAL BEARING WALL @ STEP SCALE: 3/4"=V-0" NOTE: SEE SECTION C/S3 FOR ADDITIONAL INFORMATION SIMPSON SP1 w/ (10) 1Od NAILS 2x P.T. PLATE SPACE ANCHOR a BOLTS 6" MAX FROM o END OF 2" x PLATE W ° J a -III—III—III � a W ' I—III=III I I—� ° • 10" -#,t6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE REBAR DETAILS rF SCALE: N.T.S. S3 FRAME -DOWN FALSE BEAM w/ (3) SEE PLAN SEE ROOF PLAN 1 Od 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 - SCHEDULE > w SEE PLAN FOR STRUCTURAL w COLUMN SIZE AND BASE o LU CONNECTION INFO. SECURE 2x4 P.T. BTM. PLATE SEE DETAIL 16/D1 FOR w/ 1/4"0" 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 w/ MIN. (2) #5 VERTICALS FILLED SOLID (SEE PLAN FOR SIZE AND REINFORCEMENT) BRICK PAVERS or SLAB PER 0'-0" FIN. FLR.,,-6 F COMMUNITY SPECS /\O\O\O�!/�O� � I �/\OHO\O\%O\O�O�%✓/ (2) #5 CONT. =1 I LEI I I ON 3" CHAIRS (TYP.) 8" V-4" CC S3 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 1 U-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 II--III—III o III III=III TTT==1Il—r r [11 TYPICAL INTERIOR BEARING WALL w/ UPLIFT rG SCALE: 3/4"=V-0" S3 1 1/2" RECESS FOR VAFiItS 6 x 6 W1.4 x W1.4 S.G.D. (U.N.O.) WWF OR FIBERMESH d — TM 6 . III; N^ co 11= �- ;- CV 1 d m l i I I a _IIII I -----III ;I SEE A/S3/J/S6 _III"'III' III III III"'� I FOR REINF. INFO. OPTION #1 SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SLAB STEP & RECESS S.G.D. rm_�� SCALE:3/4"=1'-0" S3 MASONRY WALL AND PAD FOOTING 8" MASONRY WALL EXTEND FILL CELLS TO FOUNDATION PAD CONT, FOOTING STEEL MAT REINFORCING, r ' Cl) 00 g ° ' c�LUI I WI I I °. 1=1 11=1 11=1 11=1' z =D —III—I —III—_III=III—I I' w oo(n� III1111111 • a•.I II=III=III; = za U_ N ' I �=1 =III=III=III=1 I I I I=III=III I I I —I I I—I=WFOOTING -III III —III —III —I 11=1 I I II- 11, ; 111=III=III=111 ,� 1-III-III BEYOND PAD REINFORCEMENT -III—III—I I i— (SEE SCHEDULE) 3" MIN. CLEARANCE FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. �S3 \/RA MAR 0 23 Virtual Review Assist, Inc. Plans Review completed and approved fdr compliance with the 2020 FOC 7th Edition by Oebra Anne Klahr PX2300 N N O N -` N O LO g .. ¢ _ w F O o x w 0 z > o N o MU N cy)0 B tn M +- V D O w U a m L L O D Oo 2 o < to V w Q� c 000 E CO CL U� W � L C6 0 Uj w��_jCOO��C)LL 0010, Q ¢ V JO D 0<zLLU_2z2UpZ¢¢ 0�'a>ZY❑_ZZEo_W�O� C1 0 0 [L CL C15Z < LLI 2 H F. 2 LLI a 2 ¢ OfQ o oQZW o0 0 �¢LL. 0 Z W 0� U) 0 z F:�MO Q LO U) U) - ti z < W M <00 QU Z�f- LU W JQ (fl d' I I I I I I OC) N 0 N 0 N N N 0 N O N 0 N 0 N f� O r' M — co N O C) 0 of 0 O — N o l I = l z O INW o 0 0 0 I n U N M' ^� � zz vV (/J ¢z O zw -F-+ O W U cO_O UVFn LO 0 z)z5; 0� 0 i� Z a-�a r� Q I— �-a = m=w N O SOU) ■ 0 moo �— C:)U Q ¢zo _j z" z 0-z 00 o- W z z LU LU J mzt LAST PLOT DATE N . . z0 STRUCTURAL DETAILS - MONO