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L _ I 1 11 A I I I ! I I I [I I I I I I I _ 1 I (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. VARIESAIlk INSULATION BAFFLE ALUMINUM DRIP EDGE 5/8" OR 1/2" HIGH ALUMINUM FASCIA STRENGTH CEILING 12" 2x SUB FASCIA BOARD PER CODE (OR 5/8" .N.O. GYP. TYPE "X" @ GARAGE SOFFIT W/A HABITABLE ROOM SEE HEET 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 TYPE "S" MORTAR NAILER STD. 90-HOOK (SEE DETAIL) ARCHITECTURAL FINISH 1x2 PT WD FURRING @ 24" O.C. (1) #5 VERT. IN FILL CELLS 112" GYPSUM WALLBOARD (SEE FOUNDATION PLAN U.N.O. FOR LOCATIONS) 1x4 P.T. BASE NAILER 3 1/4" BASEBOARD LL MIN. 2500 PSI CONC. SLAB w a MIN PSI MAY VARY PER o MUNICIPALITY. " 4"x4" INSPECTION PORT AT EACH FILLED CELL TYPICAL CONCRETE SLAB W/ 6X6 W1.4XW1.4 WWF OR AT GARAGE, CONTRACTOR "FIBERMESH" TO CUT BLOCK OR POUR CURB DUE TO SLOPE CN � � M 6 MIL VAPOR 11 F = z ao ;- BARRIER 111= N COMP. SOIL. 11 (COMPACTED TO 95% =1 I I I =III=III 1 I— NOTE: EXTEND DECO FINISH MODIFIED PROCTOR 1 1 I I III -III —I I I I I 4" to 6" BELOW GRADE ASTM D1557) (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" = V-0" �3 OPT: DEPRESS SLAB 5 Y2" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 14" PAVERS / O.H.D. RECESS Z / M 00 SEE A/S3 OR J/S6 ~1 I I I ICI I 1 11 r FOR REINF. INFO. 3" MIN. CLEARANCE 1'W" (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STOR)) GARAGE DOOR SLAB RECESS J.1 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.) -I—III—II m ° 1=I I I —I I I=III=1 'II—ICI-1�1 ICI I 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.11) 112" 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 CV 6x6W1.4xW1.4 WWF OR FIBERMESH `' ° II —III —III — III_ I I' I I I- Ti I-' l 811 -.� „..�,.�.'9 I TYPICAL INTERIOR BEARING WALL w/ OUT UPLIFT r 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"06" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES 3/8" MORTAR BETWEEN SLAB & BLOCK CV ``' ELEV. 0'-0" 1E =LL�za 4 A.F.F. e C7 Q. q a e... a q 4' ` ELEV. 4-3 1/2" a- a .d .'a - e oa. a ..a O A.F.F. 0 e . a _ 4 2x4 CONT. < . w e a Id e. Q as cV e d e GARAGE DEPTH VARIES ° G O. 4 e e Q" a.4. ^ e GARAGE SLAB AT STEP rB'� SCALE: 3/4"=V-0" S3 5/8"OR 112" 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 @ NSULATION PER CHART ON FLOOR PLAN 4" O.C. @ BOUNDARIES, 6" O.C. @ 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 2 x 6 W1.4 x W1.4 @ 24" O.C.) WWF OR FIBERMESH 3 112" MIN. It Lt D36 10 Q .z° i 1=� I. =1 I I � 113 112' min.)- 4„ 00 —1—II1=1I1- 31/2"(min.) -I- _ -III iiT1 —_ 117_I I I —I I f-1�1 1Tf=1 (2) #5 CONT. 4" 1'-4" 8" U.N.O. MIN. TYPICAL BEARING WALL an STEP an SHEARWALLrcN� "SHEAR WALL" SCALE: 3/4"=1'-0" �y 5/8"OR 112" 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"°x3/16" 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" 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 / 10 10d NAILS IF NOTED, THIS REFERS TO THE w ( ) 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 1/2" MIN. _------ 9-- z- b _ 1 I 1=1 11=1 11-13 1/2"(min.)- 4" 00 — ° — I—III—II1- 31/2"(min.) - 4" =1 1=1 1 =1 1111=111= 1-111-1 III= 1I 1,;,1111111141,�11111�11 II�18�,�-I (2) #5 CONT. 41; U.N.O. _ MIN. TYPICAL BEARING WALL @ STEP CC SCALE:3/4"=V-0" S3 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING NAILED W/ 8d COMMON NAILS @ 4" O/C Pis 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES,EDGES, AND 12" 0/C FIELD. 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C INSULATION PER FBC AND ENERGY \ �GoN 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"° x 10" "J" BOLT 24" O/C W/ 2"°X 3/16" METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 5/8"x6" "J" BOLTS BOLT @° CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. @ 24" O.C. VERT. OR 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 FIBERMESH 2X PT PLATE #5 REINFORCING `" 2x P.T. PLATE WEEP SCREED INSTALLED BAR _! PER MFR INSTRUCTIONS ASSUMED FINISHED E ° D D #3 OR #4 REINFORCING BAR GRADE 40 MIN. Fy40ksi GRADE N z_ #3 & #4 LAP SPLICE - - ° FINISH GRADE °° [GRADE 60 MIN. Fy= 60ksi] z M D . 25" MIN. LAP [30" MIN. LAP] 00 6 MIL VAPOR BARRIER -11hil D ° I 1=I -I TFI =11 - _-I #5 REINFORCING BAR R 1 7/8 \ ° 1=ll=III—III—III—III—I _ I III I1=III—III—III—III_ N z _ III —III —III —III —III —I I1= z I _ T #5 LAP SPLICE I I I • III—III—III=III-1 I 1 n ° 1=III=III=� I' 36" MIN. LAP [36" MIN. LAP] `„ COMP SOIL COMPACTED TO _ EM ______ _ __� _ ...._______95% MODIFIED PROCTOR ASTM �- I I -III -III 1 I -I 1 I -III -I -1I-1 I' - 101, I I I=I I I=I I I=I I I=I I I=III=1 I I=1 I I —III —I IIIID1557) I,I I I, IIIIIII �,111111111, 11 III=III-11T=III=III=III=III=III—III—III=III=III=III— ' 4" 1'-4" #6 REINFORCING BAR #5 STD. 90 HOOK "—I I I_I I I—III=1 I I —III —I I f=1 11=T�1-1 I I-1 I �T=1 I' - #6 LAP SPLICE FRAME WALL TO C.M.U. WALL CONNECTION rD 1 TYPICAL EXTERIOR FRAME WALL FOOTING SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. 6x6W14xW1.4 3 112" WWF OR FIBERMESH min.) 4" c - ° A - 00 I I —I II —I I -I— I —11I—I I SCALE: 3/4"= V-0" '-TI GRADE o _ I 1 1-1 1 1-1 1 1—I I I —I ' -(1) #5 REBAR w/ OPT. I IIIII 11=SCREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 BLOCK WALL BEYOND EXPANSION JOINT 13 —II{ O.H.D. RECESS E d M 1 —'�=I � I I —III —I '. " '•.: ' ., � . — 'III=I I � I I- -III 60 .�1TIII1 I 1=4 -III—I I " •� =1 I I� SEE A/S3 OR J/S6 -' I II I I I IC—' 1 IIIII" FOR REINF. INFO. 3" MIN. CLEARANCE 1'4" (1 STORY) V-8" (2 ST RY) 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. P.T. 2x 112" GYP. BD. HOLD GYP. BD. 2 1/2" FROM SLAB 0� 1-0„ 0 CONT. BEAD SEALANT INTERIOR 2X STUDS @ 24" O.C. U.N.O. a;. •. ' . 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 AIN. SHEAR 180# MIN. CONT. BEAD SEALANT ENSION 120#) CONCRETE SLAB 6x6W1.4xW1.4 N c ae 'v WWF OR FIBERMESH °O _ M 6 MIL VAPOR BARRIER- '=1 �111111111111111 I,III,1 4" 4" INTERIOR WALL SLAB STEP NON-BRG. SCALE: 3/4"=V-0" K S3 REBAR DETAILS F SCALE: N.T.S. S3 FRAME -DOWN FALSE BEAM w/ (3) SEE PLAN 10d NAILS TO TRUSS TOP CHORD AT 24" O.C. MAX. SEE PLAN FOR TOP OF BEAM _- (2) HTS20 M P.T. PLArI_ 7i16" O.S.B. COI. UMN I OCATION SEE DETAIL 16/D1 FOR COLUMN TO PORCH SILL ATTACHMENTS & 18/D1 FOR COLUMN TO BEAM ATTACHMENTS 0'-0" FIN. FLR �F SEE ROOF PLAN FOR TRUSS CONNECTION INFO & LAYOUT DESIGN -'- SEE ROOF PLAN - FOR STRUCTURAL BEAM SIZE & CONNECTION INFO 2x4 #2 SYP P.T. FRAMING w/ MIN 7/16" O.S.B. SHEATHING ATTACHED PER NAILING SCHEDULE -SEE PLAN FOR STRUCTURAL COLUMN SIZE AND BASE CONNECTION INFO. -SECURE 2x4 P.T. BTM. PLATE w/ 1/4"0" TAPCONS AT 8" O.C. -TRIM PER PLAN 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 COMMUNITY SPECS NOTE: SEE SECTION C/S3 FOR ADDITIONAL INFORMATION SIMPSON SP1 w/ (10) 10d NAILS 2x P.T. PLATE -- SPACE ANCHOR BOLTS 6" MAX FROM END OF 2" x PLATE =1 11=III=1 I I m o I—III=III—III I 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 WWF OR FIBERMESH ° D 111-111—IIItI—I, I1- I—' o III III—III (2) #5 CONT. =1 I I=1 I I I I II, , I 11F] I 1=1 11 ON 3" CHAIRS (TYP.) 8" 1'-4" 8" TYPICAL INTERIOR BEARING WALL w/ UPLIFT ALii 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 4. aTI=1 -71 4 III III, III; N II M� °° 11=III_III-III; 1111 III : -� N ,III � I II 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. f ' co 00 GRADE a e c� w ;III —III e °. I—III—III—III1-1' Z ==III=1 III=III =1 I I —I 11 w 00�o kI II:IIIIIIII I II=1II-1_II1 - zQ = • • a• - 1L _ e ° 4cun) = I11=1 =111=111=111=III I I III —III— FOOTING w — III III —III —I 11=1 I II I III=III=III -j I II I I-1 I F 11=111 1 I —=I I I -III-' BEYOND PAD REINFORCEMENT I=1 I I -III —I i I-' '- 3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. 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