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FOR UNDERLAYMENT REQUIREMENTS SEE R905. 12 VARIES / 5/8" OR 1/2" HIGHS' 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 J/ 1x2 P.T. HORIZONTAL NAILER STD. 90'HOOK (SEE DETAIL (1) LAYER TYPE II (#30) 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 TRUSS (SEE UPLIFT SCHED.) W/ METAL PL. UNDER EA. TRUSS MOISTURE BARRIER SHINGLE ROOF 7/16" O.S.B. MIN. SEE ROOF NAILING SCHEDULE ON SHT. SN1 — ELEV. VARIESjdk ALUMINUM DRIP EDGE ALUMINUM FASCIA N.O. 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 �FINfSH 1x2 PT WD FURRING @ 24" O.C. 1/2" GYPSUM WALLBOARD (1) #5 VERT. IN FILL CELLS (SEE U.N.O. FOUNDATION PLAN FOR LOCATIONS) 1x4 P.T. BASE NAILER 4"x4" INSPECTION 31/4" BASEBOARD PORT AT EACH FILLED CELL TYPICAL MIN. 2500 PSI CONC. SLAB co AT GARAGE CONTRACTOR MIN PSI MAY VARY PER TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE NCRETE SLAB W/ 6X6 COIBERMESH' �- NOTE: EXTEND WWF OR DECO FINISH 4" to 6" "FIBERMESH' "F BELOW GRADE v N p° a _Z ° °Q 6 MIL VAPOR BARRIER D r COMP. SOIL. p (COMPACTED TO 95% MODIFIED PROCTOR — ASTM D1557) 3" MIN. CLR. (2) #5 REBAR CONT. ON 3" CHAIRS TYP. 4" 11-411 STD. 90 HOOK (SEE U.N.O. DETAIL) TYPICAL WALL SECTION rA SCALE: 3/4" = V-0" S3 OPT: DEPRESS SLAB 5Y2" DEEP AND 6" BEYOND DOOR TO RECEIVE PAVERS / DRIVEWAY CONCRETE SLAB PAVERS SEE A/S3 OR J/S6---IL FOR REINF. INFO. 3" MIN. CLEARANCE 1'4" (1 STOR ) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STOR ) GARAGE DOOR SLAB RECESS ri1 SEE TYP. WALL SECTION FOR SCALE: N,T.S. S3 ADDITIONAL INFORMATION. BLOCK WALL BEYOND 14' jl J�O.H.D. RECESS = �z I�- h— ►,�is 2x #2 SPF STUDS - @16" O.C. W/ (2) 16d TOENAILS T & B 2x P.T. PLATE (2) #5 CONT. ON 3" CHAIRS (TYP.) ��11-111AA-mg,°. (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. <- 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 8'-6". 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF Z APPLICABLE. 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & @ 6" MAX FROM END OF 2 x PLATE -E 6x6W1.4xW1.4 tV Q WWF OR FIBERMESH i�lle'2111111[11 = 8" TYPICAL INTERIOR BEARING WALL W/OUT UPLIFT GG SEE TYP. WALL SECTION SCALE: 3/4"=V-0"QS3 FOR ADDITIONAL SLAB INFORMATION. 8"x8"x16" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES GARAGE SLAB AT STEP SCALE: 3/4"=V-0" 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 N 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"x31/4" TAPCONS *SIMPSON SP1 SPACED EVENLY wl (10)10d NAILS r 2x P.T. PLATE �,P ASSUMED FINISHED GRADE MONO OR STEMWALL Z ° FOOTING MONO SHOWN o p p FOR CLARITY ° 00 _ _ _ _ _ _ ° p p P ° o ° I —III —III —III —III —III i III —III —III —III —III —III- ? p D ° NOTE: a IIIIIIIillllllllllllllllllilllllll�� N *FOR BEARING WALL = I=III=111=1 I� III l W/ UPLIFT ONLY I I I=1 11=1 11=1 11=1 11=III=1 11=1 11=1 11=1 I I=I 11=III=1 III ;,, I I I, 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 1 I I-III=1 I I=1 I �� 11=1 11=1 11=� � ,III-1 =III-III.-I�I�I11�11111�1��1�11111�1��1�1 III,-III-�I� FRAME WALL TO C.M.U. WALL CONNECTION D SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S3 SLAB INFORMATION. 6x6W1.4xW1.4 31/2" WWF OR FIBERMESH min. 4" ° ' GRADE <v 00 _ _%. LL�i_ 010� (1) #5 REBAR w/ OPT. MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 EXPANSION JOINT N M SEE A/S3 OR J/S6 FOR REINF. INFO. BLOCK WALL BEYOND O.H.D. RECESS 3" MIN. CLEARANCE 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. SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. (2) ROWS OF 2x BLOCKING @ THIRD POINTS 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 1/2" CDX PLYWOOD OR 7/16" 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. @ 3/8" MORTAR BETWEEN EDGES, AND @ 12" O.C. @ FIELD SLAB & BLOCK 5/8"" x 10" "J" BOLT @ 24" O.C. W/ 2""x3/16" PLATE WASHER (TYP.) ELEV. 0'-0" (ALT: 1/2"xl2" TITEN HD @ 24" AK O.C. OR 5/8"x10' WEDGE ANCHOR @ 24" O.C.) 211 A.F.F. 0 z 31/2"MIN. ELEV. 4-3 1/2" A.F.F. p p. e N ° e ;0 p •. TRUSS BOTTOM CHORD OR 2x4 BLOCKING TRUSS BOTTOM CHORD OR 2x4 BLOCKING w/ w/ (2)16d TOE NAILS @ EACH END 5/8„ OR 1/2 HIGH STRENGTH (U.N.O.) (OR / GYP. TYPE "X"@ (2)16d TOE NAILS @ EACH END SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROOM EE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ ABOVE) CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ (10) 10d NAILS WHEN TRUSS ALIGNED WITH S.P.F. DOUBLE (10)10d NAILS WHEN TRUSS ALIGNED WITH STUD BELOW TOP PLATE STUD BELOW 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. (12)10d NAILS U.N.O. (1) ROW 2x BLOCKING @ MID HGT. FOR WALL 1) ROW 2x BLOCKING @ MID HGT. FOR HGT. < V-6". (2) ROWS 2x BLOCKING @ 3rd PTS WALL HGT. < 8'-6". (2) ROWS 2x BLOCKING FOR WALL HGT. > 8'-6". @ 3rd PTS FOR WALL HGT. > 8'-6". INSULATION PER CHART ON FLOOR PLAN NSULATION PER CHART ON FLOOR PLAN 31MPSON SP1 w/ (10)10d NAILS SIMPSON SP1 w/ (10)10d NAILS 2x P.T. BOTTOM PLATE 2x P.T. BOTTOM PLATE 6x6W1.4xW1.4 6x6W1.4xW1.4 WWF OR FIBERMESH 2„ / WWF OR FIBERMESH IG-y11 ii-Alp-I,�III� ::1ICCI ��II'�Il-l�Ilryll. • "SHEAR WALL" SCALE: 3/4"=V-0" 11EID GAR eGs_ 000��N�° S -2x STUDS @ 16" O/C G ISULATION PER CHART ON FLOOR PLAN 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 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 H. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL ��" n n n a ��" " PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. @ K.O. BLOCK 9v IMPSON SP1 w/ (10)10d NAILS @ EA. STUD MIN. 2500 PSI CONCRETE SLAB W/ 6 x 6 W1.4 x W1.4 WWF OR 2X P.T. PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING FIBERMESH WEEP SCREED INSTALLED BAR EE PER MANUF. #3 OR #4 REINFORCING BAR N • ° . ° Z_ #3 & #4 LAP SPLICE GRADE 40 MIN. F - 40ksi FINISH GRADE O0 60ksi] [GRADE 60 MIN. Fy=60 25"MIN. LAP [30"MIN. LAP] 6 MIL VAPOR BARRIER C ° e A. —� #5 REINFORCING BAR ° _ &S I AP SPI IrF 11= 115111112 11L�7111 IIlg4�lg Jgg, J SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SLAB INFORMATION. P.T. 2x 1/2" GYP. BD. " HOLD GYP. BD. 1/2" FROM SLAB 0� J CONT. BEAD SEALANT d a INTERIOR -3 1/2" d c q� CONCRETE NAILS W 1 1/2' EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB °d i0 S C N" 1=1Ti= 1—_ M 6 MIL VAPOR BARRIER -III=1 I -I I -III=11I 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 WWF OR FIBERMESH r, K S3 NOTE: SEE SECTION C/S3 FOR ADDITIONAL INFORMATION SIMPSON SP1 w/ (10)10d NAILS 2x P.T. PLATE SPACE ANCHOR BOLTS 6" MAX FROM w END OF 2" x PLATE o ° U . A. � m. a t w �— p U) — - (2) #5 CONT. ON 3" CHAIRS 8" 1'-4" (TYP ) (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. s 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 8'-6". 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. E 6x6W1.4xW1.4 = WWF OR FIBERMESH p n. . . =11 1-2 - �lli Ildlhll' 8- 10" #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE TYPICAL INTERIOR BEARING REBAR DETAILS rF WALL W/ UPLIFT rG SCALE: N.T.S. S3 SCALE: 3/4"=V-0" S3 SEE PLAN 1 1/2" RECESS FOR A I 6 x 6 W1.4 x W1.4 FRAME -DOWN FALSE BEAM w/ (3) SEE ROOF PLAN S.G.D. (U.N.O.) WWF OR FIBERMESH N_ c 10d NAILS TO TRUSS TOP CHORD FOR TRUSS M E AT 24" O.C. MAX. CONNECTION INFO SEE PLAN FOR &LAYOUT DESIGN 4 TOP OF BEAM a FM SEE ROOF PLAN c °. " .e p 0 S E- — F R TRUCTURAL � • v BEAM SIZE & % I 4' a CONNECTION INFO Cl) ° 8 i I — i 2x4 #2 SYP P.T. FRAMING w/ MIN 7/16" O.S.B. SHEATHING SEE A/S3/J/S6 I I8" zO ATTACHED PER NAILING FOR REINF. INFO. OPTION #1 w j SCHEDULE SEE TYP. WALL SECTION FOR ADDITIONAL al SLAB INFORMATION. FOR SEEORAL oLAN W STRUCTTUCOLUMN SIZE SLAB STEP & RECESS S.G.D. M fn & BASE CONNECTION INFO. SCALE:3/4"=V-0° S3 SEE DETAIL 16/D1 FOR SECURE 2x4 P.T. BTM. PLATE COLUMN TO PORCH SILL w/ 1/4"x3" TAPCONS AT 8" O'C' MASONRY WALL AND ATTACHMENTS & 18/D1 PAD FOOTING FOR COLUMN TO BEAM TRIM PER PLAN 8" MASONRY WALL ATTACHMENTS EXTEND FILL CELLS c TO FOUNDATION PAD SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. SIZE VARIES PER PLAN M w/ MIN. (2) #5 VERTICALS 00 a d —j FILLED SOLID (SEE PLAN FOR = T_F=1 I 1_ _ ° _ a SIZE AND REINFORCEMENT) c7 1=1 I ° d•= 1=1 I = 1-1' =III=1 z W o —III— I1=1I 11=1I1=1 —I I —III ul Z BRICK PAVERS or SLAB PER Lou W �j o = =1 = • • °• _— —_—_ Z e / COMMUNITY SPECS " �; — — — — -- "' ¢ 0-0 FIN. FLR.jk `�i �i o`o; � � 'ii %i ;` is . . • -- 6 r -I -i -I I I -I I I-I4 11 -I11=111 w 1I I 1 1-I 1-I 1-I 11-I I I I=1 1=1 I= FOOTING BEYOND PAD REINFORCEMENT -� 1=1 1=i—"' (SEE SCHEDULE) 3" MIN. CLEARANCE FOOTING WIDTH SEE SCHEDULE )LUMN FTG. DETAIL N SCALE: N.T.S. S3 z� —o z�z a z 0 to 0 w 0 "' _ E /') tNvie o U M ch W ~ C N M O - U co 8Qt; ¢ rn 0 S o B D.10 • ��i�fr�� �j J �1 m i� LL = a �-` ti V LL! tj �• m To the best of the Engiiregr'd knovQ�gBtr,��ka ion ; belief, the structural pldrfsppf specilTeations con within these drawings comply 'yiAth tpe,{Q9�'tp' Building Code • Residential 6th MA120 Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O Z NO 0 W N -4 (n M 00 M QM-mvLn a. VI •� d' L_ L Ln a , U� a� Q � � W Z J � J oz 2 Qa f� I— �Q�d 0 V2z V • (ON LU 0 J ��® Z82 M w � Ln z In 3 II--LUf z UO _ 89 ' O — . US 0�� U0 zW N N �' Wz� arxo Q Z h �� Z LU Ln w d Q Z~ N T Z 91 coZ O LLj LU e-� CL V) SCALE : AS NOTED DATE : 3/18/2018 TECH: FFLORES VERSION N0. 10 SHEET NO. S3