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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/ �P°) VARIES METAL PL. UNDER EA. TRUSS IIII: � Vr' 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 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 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- MIN. 2500 PSI CONC. SLAB w a MIN PSI MAY VARY PER o MUNICIPALITY. r' 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 ° L nil 00 M =1I1 I I . p co 6 MIL VAPOR IIII p —I I- - z I I III BARRIER III ,` r 4 III III= COMP. SOIL. IIII ° (COMPACTED TO 95% 11= I 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 2" DEEP AND 6" BEYOND - DOOR TO RECEIVE PAVERS / DRIVEWAY CONCRETE SLAB PAVERS---� BLOCK WALL BEYOND 14 ��O.H.D. RECESS z -M 2 W 00 r SEE A/S3 0R J/S6� 1! II I l l 11 it 1 1 I II I II 11 FOR REINF. INFO. 3" MIN; CLEARANCE 1 4 (1 STORY) / 1 -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.) -III—III—III—I m p I -III —III —III I /�P .. II'IIIIIIIIIIIIIIIIllllll ./ ° 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.11) 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE. 114" DIA. X 3 1/4" TAPCONS @ 24" O/C & @ 6" MAX FROM END OF 2 x PLATE CV ' 6x6W1.4xW1.4 f WWF OR FIBERMESH p II —III —III —III - II III=111=1110l 0 l8„ I —,1H',,—,,,r.,K.. l TYPICAL INTERIOR BEARING WALL w/ OUT UPLIFT rG 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 CV °o ELEV. U-0" a` 4' A.F.F. Q. A. 4' ° 4 .• q ELEV. -0'-31/2" z .4 ° ° 4 O °, ° a°.• 4 2x4CONT. ° ...° A.F.F. LL . e ° a e ° 4 - GARAGE DEPTH VARIES °' ° GARAGE SLAB AT STEP B SCALE: 3/4"=1'-0" 5/8"OR 1/2" HIGH STRENGTH J `TRUSS BOTTOM CHORD OR 2x4 #2 SPF (U.N.O.) (OR 5%" GYP. TYPE "X" @ BLOCKING @ 12" O.C. wl (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 1U-0" (R302.11) INDICATED ON THE PLAN. ATTACH SHEATHING W/ 8d COMMON NAILS @ 4" O.C. @ BOUNDARIES, 6" O.C. @ INSULATION 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. _ _ 1 p . z fill=III=III� 1131/2"(min.)-4" oo —1 —III—III= 31/2"(min.) - 4" III=III —I 111 III—� I I- I I I=1 I I I I I=1 11=1 11=1 I f III —III I''- (2)#5CONT.Ii 1 ��IIIIi1IlIIliI11 1lTIII= 4" V-4" 8" U.N.O. MIN. TYPICAL BEARING WALL na STEP as SHEARWALL C "SHEAR WALL" SCALE: 3/4"=V-0" N�( 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"°x3/16" PLATE WASHER (TYP.) NOT EXCEEDING 1Y-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 6 x 6 W1.4 x W1.4 ATTACHMENTS 2" WWF OR FIBERMESH �3 1/2" MIN. 1 D ° I II=III=III='� 1/2"(min.)-4° 00 = I -III —I 11- ' 31/2"(min.) - 4" =III=III =1 I I III —_III_ —III=1 I=1 I' =II I it I I I I 11=1I 1=1I 1=1 I I I I I=1I I I' (2) #5 CONT. I I I4,;1 Ii 11I11 ��1141 IIIII 1I II81 U.N.O. MIN. TYPICAL BEARING WALL @ STEP 6cC SCALE:3/4"=1'-0" S3 1/2" 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 �M INSULATION PER FBC AND ENERGY \ �GoN ors 8" C.M.U. FORM SUBMITTED WITH PERMIT 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 20" MIN. LAP [24" MIN. LAP] SPACED EVENLY 2X PT PLATE #5 REINFORCING FIBERMESH WEEP SCREED INSTALLED BAR —� 2x P.T. PLATE \ ASSUMED FINISHED PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR p ' GRADE 40 MIN. Fy= 40ksi GRADE N_ � .�- ° .p z_ #3 & #4 LAP SPLICE FINISH GRADE 00 2 [GRADE 60 MIN. Fy= 60ksi] p p. 25" MIN. LAP [30" MIN. LAP] — — — — — O0 6 MIL VAPOR BARRIER =III III p ° I1=III=III=III=� °0 , ° _ _ ' I-1 I I III=1 I I —I I -III— #5 REINFORCING BAR R 17/$ I-III=III=III=III=III=1 _ _ _ _ p ° ' ° p III —III —III —III —III —III- z ' , III p : I I=11 I —I 11=III=11 I' r � #5 LAP SPLICE o° I —III —III —III —III —III —I II I I I . III —III —III —I 11=1 a ° III=III=III=III=1 11=I 11= N p 1= _ _ _ . LAP [36" MIN. LAP] 1=1 I I=1=1 I I=1=1I I=1 COMP. SOIL. (COMPACTED TO I I I I 1 I III III 136"MINXx 1� x x, NN 95% MODIFIED PROCTOR ASTM x x y :�:I��:�:I��:�:ILA:�:�:A�V.��.�..�:IL. REINFORCING•1 FRAME WALL TO C.M.U. WALL CONNECTION D TYPICAL EXTERIOR FRAME WALL FOOTING E SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SLAB INFORMATION. S3 SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=T-0" SLAB INFORMATION. S3 6x6W1.4xW1.4 3 1/2" WWF OR FIBERMESH min.) 4" GRADE ° °° :(1) #5 REBAR w/ OPT. -1 11= I I IIII I I (IIII 11 I 111= I II II I IIII 11=SCREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE T SCALE:3/4"=V-0" S3 BLOCK WALL BEYOND EXPANSION JOINT 13" O.H.D. RECESS r M C'V a :... I .. r M a. -III=III A 4„ I1 �� SEE A/S3 OR J/S6--- -1 II I I ICI I I r 111 III FOR REINF. INFO. 3" MIN. CLEARANCE V-4" (1 STORY) 1'-8" (2 STORY) GARAGE DOOR SLAB RECESS ri SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. 1/2" GYP. BD. P.T. 2x 2„ HOLD GYP. BD. 1/2" FROM SLAB 0'-0.1 J CONT. BEAD SEALANT < ¢ INTERIOR 2X STUDS @ 24" O.C. U.N.O. 4P 'A n . 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 6x6W1.4xW1.4 N ' WWF OR FIBERMESH BARRIER J IIIIIIIII1111IIIIIIIIIIIII�I�II- I—I I —III—III—I 4" 4" INTERIOR WALL SLAB STEP NON-BRG. K SCALE:3/4"=V-0" 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 W END OF 2" x PLATE 0 W p J U)LU � I—III—III=III LILI '' —III—III III —I ° REBAR DETAILS F 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. x x " CONNECTION INFO SEE PLAN FOR x &LAYOUT DESIGN TOP OF BEAM SEE ROOF PLAN (2) HTS20 FOR STRUCTURAL BEAM SIZE & CONNECTION INFO 2x4 P.T. PLATE 7n6„ o.s.a. COLUMN LOCATION 2x4 #2 SYP P.T. FRAMING w/ MIN 7/16" O.S.B. SHEATHING zz ATTACHED PER NAILING w � a SCHEDULE W SEE PLAN FOR STRUCTURAL g w COLUMN SIZE AND BASE o � CONNECTION INFO. SECURE 2 4 P T BTM PLATE A SEE DETAIL 16/D1 FOR c w/ 1/4"x3" TAPCONS AT 8" COLUMN TO PORCH SILL O.C. ATTACHMENTS & 18/D1 a. 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 COMMUNITY SPECS PER 0'-0" FIN. FLR.� 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 N WWF OR FIBERMESH ° I I=1 I (—III—III- III III f I 1=1 I I—' r (2) #5 CONT. =1 I — _ �1111. _ - T iii ON 3" CHAIRS (TYP.) 8" 1'-4" 8" TYPICAL INTERIOR BEARING WALL w/ UPLIFT rG SCALE: 3/4"=1'-0" �S3 VARIES 1 1/2" RECESS FOR 6 x 6 W1.4 x W1.4 S.G.D. (U.N.O.)7 WWF OR FIBERMESH 1- 50 a 1 IIII , M e. M l I I —I I I • III= -III , ,III 111-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. 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. c-�! ' C'7 00 GRADE — ° 4. c� J I I I=1 I I °' °• I=III=1 I I=1 11=1' Z=LUI—III—I —I 1 I —III —III —I i w 0 UJI 0 cn= I II I II I II a� . I I I=1 11=1I 1- - Z z U- ' I �=1 =I 11=III=III=III I I III=III =- FOOTING J -III III=1 I I —III —III —III III —III —III- II BEYOND PAD REINFORCEMENT 3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. S3 co N O N , n Lf') Ln 00 t ¢ LU e, W Or� IJ 311 t LLI 0 z to N LO 0 W L °L u M %` M to f■ N � t co V 0-0 U -0 - M ` � 0 2 O O O o Q iU •:^n` 6�51* U L U 0-"4' C 7W V co L 0o E co a (� W W W co W QMQ O Of Ja0a�0LLV00 0 0�J 0 >J — �§OZOw00Ln0z�:u Q Z C U)W W Q'a > J Q�QpWQozWZO�Lpa LL OW gl-P �Wp a 0°' o Z) 5Q a U- 0 �aU- O z N O11— U) O ��CMO J LO 5� L z � 0� cyi cj� 0 >- 00Z U F- Wz3: WO J O 't V Al 1 202 Virtual Rviely As 'D i$t, Plans Review omp ete and app e for compliance wi h th 20 0 F Ed tion by Debra One Klal r .I O O O N co 0 N 0 N N 0 N M M OO CDi O � I ' z O NUj w 0 0 0 0 0 I ; > N M d' Ln co�/1 zZ vJ Qz O zw U) -�-+ -1-a 0 W U Wo_o UVFO LO I- 0 n Z > 0�0 z aofa = W=Q LI 0 ~~o H z � U) W W <�� ■ ■ LI 0 0 Q V ¢�0 azw z �z Q H� V -1 O 0 12 z ¢ z z w W J O O 0 LAST PLOT DATE z 0 STRUCTURAL -- DETAILS - MONO