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(2) LAYERS ASTM TYPE 11 OR ASTM D4869 TYPE III OR TYPE IV TABLE R905.1.1.1 OF THE FBC 7TH EDITION (2020)-RESIDENTIAL UNDERLAYMENT FOR ROOF PITCH > 4:12 AND ATTACHED PER (2) LAYERS ASTM TYPE 11 OR ASTM D4869 TYPE III OR TYPE IV LINDERLAYMENT 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 z//___TRUSS @ 24" O.C. U.N.O. HURRICANE ANCHOR @ EACH 12 TRUSS (SEE UPLIFT SCHED.) W/ METAL PL. UNDER EA. TRUSS VARIES MOISTURE BARRIER SHINGLE ROOF 7/16" O.S.B. MIN. SEE ROOF NAILING SCHEDULE ON SHT. SN1 ELEV. VARIESAi_ RL INSULATION BAFFLE-/ ALUMINUM DRIP E 5/8" OR 1/2" HIGH -- INUM FASCIA STRENGTH CEILING B FASCIA BOARD PER CODE (OR 5/8" 12" EE SOFFIT GYP. TYPE "X" @ GARAGE S HEET W/A HABITABLE ROOM ABOVE) W/DRYWALL e, x 8"X16" KNOCK -OUT SCREWS @ 7" O.C. I 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 'IS" MORTAR STD. 90-HOOK (SEE DETAIL) NAILER ARCHITECTURAL I ,,------FINISH 1x2 FIT WD FURRING @ 24" O.C. 1/2" GYPSUM WALLBOARD (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN U.N.O. FOR LOCATIONS) 1x4 P.T. BASE NAILER 3 1/4" BASEBOARD MIN. 2500 PSI CONIC. SLAB a - MIN PSI MAY VARY PER I m C) MUNICIPALITY. 4"x4" INSPECTION PORT AT EACH FILLED CELL TYPICAL CONCRETE SLAB W/ 6X6 AT GARAGE, CONTRACTOR W1.4XW1.4 WWF OR "FIBERMESH" TO CUT BLOCK OR POUR CURB DUE TO SLOPE t. 00 6 M I L VAPOR BARRIER COMP. SOIL. 0, (COMPACTED TO 95% NOTE: EXTEND DECO FINISH MODIFIED PROCTOR 4" to 6" BELOW GRADE ASTM D1557) I MIN. CLR. (2) #5 REBAR CONT. ON 3" CHAIRS TYP. 1'-4" (1 STORY) STD. 90 HOOK U.N.O. 4" V-8" (2 STORY) (SEE DETAIL) TYPICAL WALL SECTION rT*'� SCALE: 3/4" V-0" OPT: DEPRESS SLAB 5 Y2" DOOR TO RECEIVE - . DEEP AND 6" BEYOND BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 14" PAVER S-� O.H.D. RECESS hl:F� U�U IT��I IT- = SEE A/S3 OR J/S6 FOR REINF. INFO. L 3" MIN. CLEARANCE 1'4" (1 STORY) If V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1'.8" (2 STOR) GARAGE DOOR SLAB RECESS ri T� SEE TYP. WALL SECTION FOR SCALE:N.T.S. �3 ADDITIONAL INFORMATION. 2x #2 SPF STUDS - @ I O.C. W/ (2) 16' 16d TOENAILS T & B 2x P.T. PLATE-,, CHAIRS (TYP.) (2) #5 CONT. ON 3" '97. �TFI- 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.1 1) 1/2" GYP. W13 (MIN.) @ GARAGE SIDE IF APPLICABLE. 1/4" DIA. X 3 1/4" TAPCONS @ 24" O/C & @ 6" MAX FRO1`1 END OF 2 x PLATE ZE 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH 8" 1 - I I.T. 1 1 TYPICAL INTERIOR BEARING WALL w/ OUT UPLIFT SEE TYP. WALL SECTION SCALE: 3/4"=V-0" 5/8"OR 1/2" HIGH STRENGTH (U.N.O.) (OR %I' GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) S.P.F. DOUBLE 8"x8"x16" NOMINAL BLOCK WITH TOP PLATE 3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ (12) 10d NAILS 1/2" CDX PLYWOOD OR 7/16" O.S.B J1 SHEATHING REQ'D. FOR ALL 3/ MORTAR BETWEEN INDICATED ON THE PLAN. ATTACH _F EXTERIOR OR SHEAR WALLS AS SLAB& BLOCK 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.0 W/ 0. 41 2"x3/16" PLATE WASHER (TY�.) ELEV. (ALT: 1/2"02" TITEN HD @ 24" OIL O.C. OR 5/8"00'WEDGE ANCHOR A 4. A. F. F. @ 24" O.C.) 211 0 7 A z 3 1/2" MIN. .4 ELEV. 4-3 1/2" A 4 .14 � . : , I A . F.F. 5 2x4 U_ CONT. A -4 4 -A 04 .4 4 4. GARAGE DEPTH VARIES . . .. . . 4 1 1 .. . - A A .. . : 4 .. . ..+ . . . 4 * 4. A' G G� GARAGE SLAB AT STEP rB SCALE: 3/4"=1'-0" S3 S3 _2r ELEV. �4-3 r1/2" 2x S. P. F. ST S 16" O.C. 2x STUD LOAD BEARING OR EXTERIOR WALL 8" C M U 1 " x P'T' S"T U D #5 VERT. IN FILLED CELL SEE CC/S3 OR c%j G/S3 FOR ANCHOR 1 BOLTINFO. 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 It C4 2x P.T. PLATE TYP. - ASSUMED FINISHED �GRADE MONO OR STEMWALL . '. 2 FOOTING MONO SHOWN 0 At' to I.b >. 00 FOR CLARITY t' A0 NOTE: A.. z m t. A * .0 *FOR BEARING WALL W/ UPLIFT ONLY lml.Lli- 11-ur-11IJ IT-71 11-rr FRAME WALL TO C.M.U. WALL CONNECTION SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. 6 x 6 W1.4 x W1.4 31/211 WWF OR FIBERMESH 4"--\ z pt L) k / 00 SCALE: 3/4"=V-0" !6 GRADE (1) #5 REBAR w/ OPT. 7.m I I- I I -SCREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE: 3/4"=1'-0" S3 EXPANSION JOINT� BLOCK WALL BEYOND 1311 --I f-O.H.D.,RECESS wig M SEEA/S30RJ/S6'- -11_rm_1�17T�I 51U__ 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. 3 ADDITIONAL INFORMATION. �'s 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. SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. (2) ROWS OF 2x BLOCKING @ THIRD POINTS 5/8"' x 10" "J" BOLT @ 24" O/C W/ 2"'X 3/16" PLATE WASHER TYPICAL MIN. 2500 PSI CONCRETE SLAB W/ FIBERMESH 6 x 6 W1.4 x W1.4 WWF OR 00 "SHEAR WALL" 2x STUDS @ 16" O/C INSULATION PER FBC AND ENERGY FORM SUBMITTED WITH PERMIT APPLICATION -TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2" HIGH STRENGTH BLOCKING @ 12" O.C. wl (2) 12d TOE NAILS (U.N.O.) (OR Y8" GYP. TYPE "X" @ EACH END (WHEN PARALLEL) GARAGE W/A HABITABLE ROOM -SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) CONNECTIONS. S.P.F. DOUBLE TOP PLATE 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ (12) 10d NAILS -2x BLOCKING HORIZONTALLY@ INTERVALS 5/8"' x 10" "J" BOLT @ 24" O.C. w/ NOT EXCEEDING 10'-0" (R302.1 1) 2"x3/16" PLATE WASHER (TYP.) - (ALT: 1/2"xl 2" TITEN HD @ 24" INSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10'WEDGE ANCHOR @ 24" O.C.) "SIMILAR AT FOUNDATION ONLY" SIMPSON SP1 w/ (10) 10d NAILS IF NOTED, THIS REFERS TO THE STEP, SIZE OF FOUNDATION AND 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT x 6 W1.4 x W1.4 INCLUDE THE WALL WWF OR FIBERMESH ATTACHMENTS 3 1/2" MIN. 7 4'� ,Aj SCALE: 3/4"=V-0" 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL (0) K.O. BLOCK SIMPSON SP1 w/ (10) 10d NAILS @ EA. STUD 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING BAR WEEP SCREED INSTALLED I I PER MFR INSTRUCTIONS '�#3 OR #4 REINFORCING BAR GRADE 40 MIN. Fy= 40ksi #3 & #4 LAP SPLICE [GRADE 60 MIN. Fy= 60ksi] 00 FINISH GRADE 0 M cy) 25" MIN. LAP [30" MIN. LAP) 1 C9 AAAS A.A- 6 MIL VAPOR BAR R 17/8" IRT= IBM #5 REINFORCING BAR RI�g �=U� Tufr= f=I, Ii t,: . = - - = - N ;i #5 LAP SPLICE COMP. SOIL. (COMPACTED TO t. LILL LUT-iiLu-ii 1. 95% MODIFIED PROCTOR ASTM M"M, ILI ��.I I I = : = D1557) F1 4" 1'.4" TY PICAL EXTERIOR FRAME WALL FOOTING SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SLAB INFORMATION. P.T. 2x 0.01, _j < . .. . '... . . ... 4 ., & . . I . , . - 1 A Iq � . - CONCRETE NAILS W 1 1/2' cl) EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) 00 E 6 MIL VAPOR BARRIER 1/211 GYP. BD. ,HOLD GYP. BD. 1/2" FROM SLAB -CONT. BEAD SEALA& INTERIOR -4- CONCRETE SLAB 2X STUDS @ 24" O.C. U.N.O. GARAGE N.O. 1/2" GYPSUM WALLBOARD U W/ DRYWALL SCREWS @ 8"O.C. INSULATION PER CHART ON FLOOR PLAN _71 CONT. BEAD SEALANT S x 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH I , A SEE PLAN FRAME -DOWN FALSE BEAM w/ (3) 10d NAILS TO TRUSS TOP CHORD AT 24" O.C. MAX. SEE PLAN FOR /-6 TOP OF BEAM (2) HTS20 /-t4 TP.T. E 31 9 COLUMN LOCATION /-071161 S.B. SEE DETAIL 16/D1 FOR COLUMN TO PORCH SILL ATTACHMENTS & 18/D1 FOR COLUMN TO BEAM ATTACHMENTS 0. z c/) 0 LIJ m § W III U) '1120 N O&ALT4110 N SEE SECTION C/S3 FOR ADDITIONAL INFORMATION SIMPSON SP1 w/ (10) 1 Od NAILS 2x P.T. PLATE SPACE ANCHOR _j z BOLTS 6" MAX FROM w 0 END OF 2" x PLATE LU CID 0_ 15 R FROM I ATP_ 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 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" (R302.1 1) -4NSULATION PER CHART ON FLOOR PLAN -SIMPSON SP1 w/ (10) 10d NAILS x P.T. BOTTOM PLATE 6 x 6 W1.4 x W1.4 /WWF OR FI BERM ESH SCALE: 3/4"=V-13" (2) #5 CONT.- V-4" ON 3" CHAIRS (TYP.) 1/2"(min)-4" CC - S3 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 101-0" (R302.1 1) 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#) 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH A 9 A T M-1 011-1'T�T -911=' 71 TYPICAL INTERIOR BEARING WALL w/ UPLIFT K�G SCALE: 3/4"=V-0' VAKItti 1 1/2" RECESS FOR x 6 W1.4 x W1.4 WWF OR FIBERMESH S.G.D. (U.N.O.) 4 4. 4 - A 00 ::-- �r E N I virtual Revic co T.= Plans Review COM TI= I 1=1 I 1=1 I 1=1 I I ith t for compliance w 8" Debra An' SEE A/S3/J/S6 b FOR REINF. 1 NFO. OPTION #1 SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. tx- m SLAB STEP & RECESS S.G.D. SCALE: 3/4"=V-0" S3 MASONRY WALL AND I I PAD FOOTING 8" MASONRY WALL EXTEND FILL CELLS TO FOUNDATION PAD CONT. FOOTING STEEL MAT REINFOR cl) 4 00 4. 2 W 0 0 4 . W W a- LU L) LU 4 - 0 W U) M - 71 00 4- . I < U_ 14 4 7 cr < UJI FOOTING 05F BEYOND PAD REINFORCEMENT-) 3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL � �N SCALE: N.T.S. 1\�,!3� cf) 04 10 in 0 00 LO < z LU 0 13 'j, V, LU z 0 4) 1>1 '00 10 Q) %. 1= 10 U C) M co cq C3 c" E c 0 < < U Lt) U LU C,4 c 00 0 E 70 rz, a co W 0 LU LU (9 Uj Ld C6 W W P UJ _3 W -0 Uj 1- < IX 2 _j OT zm z 0 < < < �e 0: :3 0�:I= U-00U0 0 < C) F- F- < x U) U) 0 Z 2 0 096-ouzzooin z UO) cwn x w V5 z V5 a,- � =, 0 0 00 z CAI Ly x 0 _j _j 0 COE > z Lyu 0 z U- 0 J< OW Z LU Z < �- < ED ILL 0 W y 0 X < U_ < r*4 z UJ 0 V) CD N Ln rL _j V) UZ V) zF- < Ly Ln 0� d: rij ce 0- m: T_q < 00 F_m z z LU LU _j c:) C) f 04 CN Ce) CN Ce) N 0 04 0 04 0 04 cy) -ct N 04 04 0 0 0 Assist, IrIc- pprovei etad and ac 2g2g FB 71h Ed tiott o c) 0 e Kjahr PX2300 00. 6. W 00 T-- 00 v- 0 N CD N CD CN cq N O�O C�: C� 0 C� 0 04 0 04 0 C� C) I 0) c� 0) 9 0 V I 0 r cb 0 I c� T m 0 I 0) 6 0 I 0 04 CN0 .0 N LO >1 I CD c -� 0 I , cy) 0 I It I 0 L01 0 (D I 0 I U) I 00 U) z LD W LU a) 10 0 < 0 (L o X LU Z IJJ F- W -W LU < im 0 Z z 0 t= LU z 3: _j < LU 0 Z z Z Z LL LLJ 00 0 _j z 0. UJI < z U) z Z 0 z :� 0- 00 0 z z W _j Uj cf) N LAST PLOT DATE > May. 8, 23 STRUCTURAL z 0 _J DETAILS -MONO , I I. L LU m m (2) #5 CON 4" U.N.O. TYPICAL BEARING WALL @ STEP A I rFI I MT T, MIK