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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 INSULATION BAFFLE -� 5/8" OR 112" 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 ALUMINUM DRIP EDGE ALUMINUM FASCIA \12'.N.0. 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 U.N.O. (SEE FOUNDATION PLAN FOR LOCATIONS) 1x4 P.T. BASE NAILER U) 3 1/4" BASEBOARD MIN. 2500 PSI CONC. SLAB w a MIN PSI MAY VARY PER ;O MUNICIPALITY. N 4"x4" INSPECTION PORT AT CONCRETE SLAB W/ 6X6 EACH FILLED CELL TYPICAL W1AXW1.4 WWF OR AT GARAGE, CONTRACTOR "FIBERMESH" TO CUT BLOCK OR POUR c Z CURB DUE TO SLOPE E Z 050 Da 6 MIL VAPOR`/IIIII D I —I I — - BARRIER III — ®� • III= `� COMP. SOIL. IIII (COMPACTED TO 95% —I I I I 1(— MODIFIED PROCTOR III —III—III I I III=1I I —I I III 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" V-8" (2 STORY) (SEE DETAIL) TYPICAL WALL SECTION rA SCALE: 3/4" = 1'-0" S3 OPT: DEPRESS SLAB 5)/2" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 14" PAVERS O 'T RECESS v z 1I— " 00 e. =11= r • II —I ° IIIIIII� SEE A/S3 OR J/S6 I11 I II I FOR REINF. INFO. 1- 3" MIN. CLEARANCE V. 4" (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STORY) GARAGE DOOR SLAB RECESS ri1 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 — NIL IIIIIIIIIIII I ✓ a 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 E 6x6W1.4xW1.4 WWF OR FIBERMESH "' ° ° II —III —III —III I I III —I l 8" j _'T:T--- - --- I: , -g-. I TYPICAL INTERIOR BEARING WALL w/ OUT UPLIFT rG G SEE TYP. WALL SECTION SCALE: 3/4"=V-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 W/ UPLIFT ONLY 8"x8"x16" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES 3/8" MORTAR BETWEEN SLAB & BLOCK u N _ ELEV. 0'-0" a 4 A.F.F. A. c� d' d Q . ° °.. °' a . ° A' a' a . ELEV. -0'-3 1/2" ° °...a a °a. a. a O A a a 2x4 CONT. ° .. ° A.F.F. O LIL ao - e ° ° p ° Q e. '° CV ° a ° GARAGE DEPTH VARIES ° .° .d A a' e a GARAGE SLAB AT STEP B SCALE: 3/4"=V-0" 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. @ NSULATION 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"°x3/16" 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.) 2 WWF OR FIBERMESH 3 1/2" MIN. D ° _ z � M=III=III-1'31/2"(min.)-4" 00 ° 31/2"(min. -I- -I- -III IIII _ I I=11— 1111I—III (2)#ScoIVT.I II ,;,IIII�1111=„II1,;111 4" V-4" 8" U.N.O. MIN. TYPICAL BEARING WALL @ STEP @ SHEARWALL C "SHEAR WALL" SCALE: 3/4"=T-0" III, nn 1 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 CONNECTIONS. S.P.F. DOUBLE TOP PLATE SIMPSON SP2 w/ 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. (12) 10d NAILS U.N.O. 5/8"° x 10" "J" BOLT @ 24" O.C. w/ 2x BLOCKING HORIZONTALLY@ INTERVALS 2"°0/16" PLATE WASHER (TYP.) — NOT EXCEEDING 10'-0" (13302.11) (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" SIMPSON SP1 w/ (10) 10d NAILS IF NOTED, THIS REFERS TO THE STEP, SIZE OF FOUNDATION AND REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE INCLUDE THE WALL 6 x 6 W1.4 x W1.4 ATTACHMENTS 2" WWF OR FIBERMESH �3 1/2" MIN. !I z b _ I I IEJ 11=III='3 1/2"(min.)- 4" °O — ° °° — I —III —III 3 1/2"(min.) - 4" =1 i 1=1 i I =1 I I I I I —_I I I_ '' =II I it I I I I I I=1 11=1 11=1 I I III —III '' (2) #5 CONT. I I 14,1 I_ „I I II mil 141,;,IIIII II 1„8I 1- U.N.O. MIN. TYPICAL BEARING WALL @ STEP(*'C C SCALE:3/4"=1'-0" �,13 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING _\Nv52�_ NAILED W/ 8d COMMON NAILS @ 4" O/C eC5- 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 c 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 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING SPACED EVENLY FIBERMESH N 2x P.T. PLATE � WEEP SCREED INSTALLED BAR � ASSUMED FINISHED E PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR GRADE ° z #3 & #4 LAP SPLICE GRADE MIN. Fy=40ksi Z ° ° D co t> DJ FINISH GRADE °O 25" MIN. LAP [30" MIN. LAP] [GRADE 60 MIN. Fy= 60ksi] —1 I=1 —III _ _ _ O° 6 MIL VAPOR BARRIER =III 111 D ° I I—III=III—II—_ - ° ___ I I —III —I 11-1 I FE. N Z r #5 REINFORCING BAR D D I=III=III—III—III—III—_I I III I I—III=1 I I=1 I I=1 I I- #5 LAP SPLICE ° III —III —I 11=1 11=1 t I —III z D. ___ D o° I —III —I 11=1 I I —III —III —I I ' I I I I • III —I I i—III—III ; I T a ° ° III —III —I I I—III=III—1 l l- N (PROCTOR IIIII n D I (=1 I=I I-111-� 1 36" MIN. LAP [36" MIN. LAPI —' _ _ — 1=III=III=III=111=1111; i 9DOMMOMODIFIED P OCTOR ASTM �= I 1=1 I 1=111=III=111=111=111 =1 I I=III=1 I I-111=1 11=1 11=1 11=II1� , I 11 D1557) IIII 11111 11 I I I I I I IIIII I I III„ 1 I- 111=1 I—III=1 11=1 11=1 11=III—I 11— ' 4" V-4" "—III-11 [-1 i, ,I i I II I II 111111,I 11111-1I I I-1 I I=1 1'- 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" S3 SLAB INFORMATION. 6x6W1.4xW1.4 3 1/2" WWF OR FIBERMESH min.) 4 GRADE ° °°—_— — - -1 11= I I = - - - ° 01f (1) #51REBAR w/ OPT. ' II II 11=1 I IIII 11=IIIII I IIIII I IIIISCREEN ENCLOSURE 4�l 18— MIN. TYPICAL THICKENED SLAB EDGE LE SCALE:3/4"=V-0" S3 EXPANSION JOINT BLOCK WALL BEYOND 13" O.H.D. RECESS d T Cl) a .• 4 a •' , � ;, I � I � I=III ' ° •- ' � ' —I -IIII I n..:.' IIII� Ell SEE A/S3 0R J/S6 —� -IIIII I I I I i, l l l III I. FOR REINF. INFO. L3" 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. SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SLAB INFORMATION. 1/2" GYP. BD. P.T. 2x HOLD GYP. BD. 2 1/2" FROM SLAB 1 01_01, Q CONT. BEAD SEALANT d INTERIOR 2x STUDS @ 24" O.C. U.N.O. aP a. GARAGE ;ONCRETE NAILS W 1 1/2' 1/2" GYPSUM WALLBOARD U.N.O. MBEDMENT @ 12" O.C. W/ DRYWALL SCREWS @ 8"O.C. ;TAGGERED, FROM BOTTOM INSULATION PER CHART LATE TO CONCRETE ON FLOOR PLAN 01N. SHEAR 180# MIN. CONT. BEAD SEALANT ENSION 120#) CONCRETE SLAB E 6x6W1.4xW1.4 c`1 WWF OR FIBERMESH ° co 6 MIL VAPOR =-.I I = i'——L -- -I;�=III—III I I I BARRIER =I 1=1 11 I I I I I I �i I 1 1 I—� 11- ' IIII111111111111 111111 III 4" 4" INTERIOR WALL SLAB STEP NON—BRG. K SCALE:3/4"=V-0" S3 w�si2_.. i �.� i�aoiw� �.iw� ..i��mi �oisaoiwu .vw �:1:�:A�.�.��:�:I��-�:I��:�:IL\ REINFORCING•1 HOOK 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 —III—III—III m ° D . g I � III=III=III I— WLU I—III=III. I I—� D • -III-III III -I ° REBAR DETAILS rF SCALE: N.T.S. S3 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 tl 2x4 P.T. PLATE O.S.B. COLUMN LOCATION 2x4 #2 SYP P.T. FRAMING w/ MIN 7/16" O.S.B. SHEATHING Z ATTACHED PER NAILING w SCHEDULE j Q w SEE PLAN FOR STRUCTURAL w COLUMN SIZE AND BASE o w CONNECTION INFO. U) SECURE 2x4 P.T. BTM. PLATE 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 1 V-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 11=III—III—III= C?III III=III=III=' ;- (2) #5 CONT.- ON 3" CHAIRS (TYP.) 8!¢ 1, 8¢! TYPICAL INTERIOR BEARING WALL w/ UPLIFT rG SCALE: 3/4"=1'-0" S3 VAKItS 1 1/2" RECESS FOR 6 x 6 W1.4 x W1.4 S.G.D. (U.N.O.) WWF OR FIBERMESH a — rM 4 a a I I —III -III CV d `o I I I .. a a —III__ =1 11, ,III-1 I I -III III I I SEE A/S3/J/S6 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 COLUMN TO PORCH SILL O.C. PAD FOOTING ATTACHMENTS & 18/D1 FOR COLUMN TO BEAM — TRIM PER PLAN 8" MASONRY WALL ATTACHMENTS EXTEND FILL CELLS U-0" FIN. TO FOUNDATION PAD SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. `� ' SIZE VARIES PER PLAN r, w/ MIN. (2) #5 VERTICALS 0 z GRAD a ° M FILLED SOLID (SEE PLAN FOR SIZE AND REINFORCEMENT) 0III=III ' ° a a• I=I 11=III=III=1 Z= 1=1 I I —I III —III —III —III" w 1= a w I I —III I 11=III=III= z BRICK PAVERS or SLAB PER O 0 `n = =III=1 • �' • °• IIIlilt—_' - z COMMUNITY SPECS `- — a. ° d — — co Q ' I=1 =III=III—III—III I I III=III FOOTING -11 I III—III=1 I I-1 I I=1 I III —III —I 11= L) II-III—III—III=III ,II ...III III—' BEYOND - _ �. PALS REINFORCEMENT 3" MIN. CLEARANCE !..'4 •� :� SEE FOUNDATION (SEE SCHEDULE) FOOTING WIDTH .� .. .�. CONC. PAD INFO. SEE SCHEDULE TAPERED COLUMN FRAMING rC12 PATIO COLUMN FTG. DETAIL N SCALE: 3/4"=1'-0" S3 SCALE: N.T.S. S3 OCT 1 Virtual Review Assist, Inc. Plans Review completed and approved for compliance with the 2020 FBC 7th Edition N N x O N to a�J :i DOa? o fi 130 to s 2 w 0 z Q ^N O ^ o W L '0 ^ u cy)�co'! V) V ��_ v °) E 0 2 O B - } o C o .� O o a� Q °w ON � N V) a N C 0o ��? W L O'er CL Ld w 0 0 , fW-Q W-I�Z w ZWa�2E_�0Qa¢w0000 I— J 0JU) 2O I- O O OOW9OZOROOmaz� (n(DCL d>WFLL ZWzXQ0�J—U (� O Z LL _ja< W <U) W ZO2UO0- OW 2 1- 1- �YW Q 0� 0 0 0 Q W LL Q 0 Q LL O O Z W O� (/) ti 0 F-7 f'7 0 <CU)M� U) ti W Lq I-�..M O z >- 00 < Z C) Z W Wo J O d' ! � I r o O o 0 N_ 0 N 0 N 0 N N M M O O O ' Z O NW C)0 0 C)I I I Lo LO � N� M 4co ZI— V, Qz O Zw M 0 W () azz WOO U U Fn LO 0 0z- 0111- I._0 Z aka W Q � wwl- m Ln ~ 2 ~O N zo= W 2~2 . . N Q 0 Qw0 U z 0jZILL �z 00 Z z Z z w W CD o LAST PLOT DATE Z 0 STRUCTURAL —J DETAILS - MONO by Debra Anne Klahr PX23u0 -�--- I -I