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I(1) ROW 2x BLOCKING @ MID 2x #2 SPF STUDS HGT. FOR WALL HGT. <_ 8'-6". (2) _ J @16" O.C. W/ (2) ROWS 2x BLOCKING @ 3rd PTS 16d TOENAILS T & B FOR WALL HGT. > 8'-6". 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE. 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & c @ 6" MAX FROM END OF 2 x PLATE E x (1) LAYER TYPE II (#30) (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 UNDERLAYMENT FOR ROOF CHAIRS (TYP.) WWF OR FIBERMESH PITCH > 4:12 ° ° (2) LAYERS TYPE I OR TYPE II d (#15 OR #30) UNDERLAYMENT o FOR UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS. � o REQUIREMENTS SEE R905. PRE ENGINEERED WOOD TRUSS @ 24" O.C. U.N.O. 12 HURRICANE ANCHOR @ EACH P') VARIES zTy TRUSS (SEE UPLIFT SCHED.) W/ g- METAL PL. UNDER EA. TRUSS MOISTURE BARRIER TYPICAL INTERIOR BEARING INSU ION LE SHINGLE ROOF 7/16" O.S.B. MIN. SEE ROOF WALL W/OUT UPLIFT rG G NAILING SCHEDULE ON SHT. SEE TYP. WALL SECTION SCALE: 3/4"=1'-0" SN1 ELEV. VARIES FOR ADDITIONAL SLAB `S3 - INFORMATION. 5/8" OR 1/2" HIGH ALUMINUM DRIP STRENGTH CEILING EDGE 5/8"OR 1/2" HIGH STRENGTH '-TRUSS BOTTOM CHORD OR 2x4 BLOCKING 5/8"OR 1/2" HIGH STRENGTH - (U.N.O.) (OR %" GYP. TYPE "X" @ w/ (2)16d TOE NAILS @ EACH END a „ „ GARAGE W/A HABITABLE ROOM (U.N.O.) (OR / GYP. TYPE X„ @ ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROOM S.P.F. DOUBLE CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ ABOVE) TOP PLATE (10)10d NAILS WHEN TRUSS ALIGNED WITH S.P.F. DOUBLE 8"x8"x16" NOMINAL BLOCK WITH STUD BELOW TOP PLATE 3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ (12)10d NAILS 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ 1/2" CDX PLYWOOD OR 7/16" O.S.B. (12)10d NAILS SHEATHING REQ'D. FOR ALL 1) ROW 2x BLOCKING @ MID HGT. FOR WALL EXTERIOR OR SHEAR WALLS AS HGT. < 8'4'. (2) ROWS 2x BLOCKING @ 3rd PTS INDICATED ON THE PLAN. ATTACH FOR WALL HGT. > 8'-6". SHEATHING W/ 8d COMMON NAILS @ 4 O.C. @ BOUNDARIES, 6 O.C. @ INSULATION PER CHART ON FLOOR PLAN 3/8" MORTAR BETWEEN EDGES, AND @ 12" O.C. @ FIELD SLAB & BLOCK IMPSON SP1 w/ (10)10d NAILS 5/8"° x 10" "J" BOLT @ 24" O.C. W/ 700/16" PLATE WASHER (TYP.) ot ELEV. 0'-0" (ALT: 1/2"xl2"TITEN HD @ 24" 2x P.T. BOTTOM PLATE O.C. OR 5/8"x10' WEDGE ANCHOR x 6 W1.4 x W1.4 ° < 2„ e A.F.F. @ 24" O.C.) WWF OR FIBERMESH ° e ° 0 �31/2" MIN. �31/2" MIN. a ° ° e ° e ° ° ° ° X ° ELEV. -0'-31/2" z ° ° d e ° d ° Q pp A.F.F. O ° ° , ° 2x4 CONT. ►� 1 /2"(min.)- 4" a At <00 d e _ < ° 4 ° e ° N O0 -rs rrr ° •' r GARAGE DEPTH VARIES""q -4e ° . ° (2) #5 CONT- I " 4" 1'" 8" MI N. GARAGE SLAB AT STEP B TYPICAL BEARING WALL '--STEP@ SHEARWALL I C SCALE: 3/4"=V-0" S3 "SHEAR WALL" SCALE: 3/4"=V-0" S3 S\�oS��VP TRUSS BOTTOM CHORD OR 2x4 BLOCKING w/ (2)16d TOE NAILS @ EACH END SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ (10)10d NAILS WHEN TRUSS ALIGNED WITH STUD BELOW ,'2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. --(1) ROW 2x BLOCKING @ MID HGT. FOR WALL,HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 8'4'. —INSULATION PER CHART ON FLOOR PLAN —SIMPSON SP1 w/ (10)10d NAILS /2x P.T. BOTTOM PLATE 6x6W1.4xW1.4 WWF OR FIBERMESH ° 1/2"(min.)- 4" (2) #5 CONT. 1-l'4„w"r'41 8 IU.N.O. MIN.- TYPICAL BEARING WALL @ STEP SCALE: 3/4"=V-0" BOARD PER CODE (OR 5/8 ALUMINUM FASCIA 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING ecs• GYP. TYPE "X" @ GARAGE \12'N.O. 2x SUB FASCIA NAILED W/ 8d COMMON NAILS @ 4" O/C W/A HABITABLE ROOM 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. ABOVE) W/DRYWALL EE SOFFIT 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @SEAMS. M�N��Jo S \ SCREWS @ 7" O.C. SHEET LOAD BEARING OR `� c 1 ROW 2x BLOCKING @MID HGT. ( ) CEILING & 8" O.C. WALLS EXTERIOR WALL 8" C.M.U. (2) ROWS OF 2x BLOCKING @ x STUDS @ 16" 0/C THIRD POINTS � FOR WALL HGT. < 8'-6ll. (2) NOTE: 7FOR INSULATION PER 8"x8"X16" KNOCK -OUT BLOCK W/ 1#5 CONT. lax P.T. STUD ULATION PER CHART ON FLOOR PLAN ROWS 2x BLOCKING @ 3rd PTS SEE SECTION C/S3 FOR WALL HGT. > 8'-6". CHART ON FLOOR FILLED SOLID W/GROUT #5 VERT. IN FILLED CELL /8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION „ 1/2 GYP. WB (MIN.) @GARAGE PLAN 1x2 P.T. HORIZONTAL SEE CC/S3 OR N G/S3 FOR ANCHOR AYERS W/TOTAL THICKNESS 7/8" OVER TAL LATH. FIRST 2 LAYERS 3/8 THICK EACH. "J" " [3MF11 CONTINUOUS TO FOOTER BELOW 90 Fi00K DETAIL SIMPSON SP1 w/ SIDE IF APPLICABLE. NAILER 8" C.M.U. TYPICAL BOLT INFO. 5/8"x6" "J" BOLTS BOLT 5/8"° x 10" BOLT @ 24" O/C W/ 2"°X 3/16" D LAYER 1/8" THICK. K.O. BLOCK 10 ( )10d NAILS STD. 90-HOOK (SEE DETAIL) „ „ TYPES MORTAR (IF NO UP LIFT ON @ 24" O.C. VERT. OR WALL SEE GG/S3 5/8" x 6" EPDXY BOLT OR ) () '`SIMPSON SP1 6 1/4"x31/4" TAPCONS PLATE WASHER TYPICAL MIN. 2500 PSI CONCRETE SLAB W/ IMPSON SP1 w/ (10)10d NAILS @ EA. STUD 6 x 6 W1.4 x W1.4 WWF OR X P.T. PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING 2x P.T. PLATE SPACE ANCHOR c x BOLTS fill MAX FROM 6 6 W1 4 W1 4 E SPACED EVENLY FIBERMESH Q x x �' x w/ (10)10d NAILS - WEEP SCREED INSTALLED BAR w END OF 2 x PLATE WWF OR FIBERMESH "' 2x P.T. PLATE ARCHITECTURAL TYP. a PER MANUF. w t. ° oo FINISH ASSUMED FINISHED E #3 OR #4 REINFORCING BAR U . > 1x2 PT WD FURRING @ 24" O.C._/ s ' ° ° • :° x Do - GRADE 40 MIN. Fy= 40ksi a. — ° q GRADE N z_ #3 & #4 LAP SPLICE 7M t> FINISH GRADE °D [GRADE 60 MIN. Fy= 60ksi] p . °. (1) #5 VERT. IN FILL MONO OR STEMWALL z M ° 25" MIN. LAP [30" MIN. LAP] ° - 1/2" GYPSUM WALLBOARD ° 10 CELLS (SEE FOOTING MONO SHOWN o 1Uj ) ° ° U.N.O. FOUNDATION PLAN FOR CLARITY D _ _ _ °O 6 MIL VAPOR BARRIER e. ° °-T° „ FOR LOCATIONS) o °o I=III=III=1I = 1=1I1=� x z #5 REINFORCING BAR R' 7/8 S 1x4 P.T. BASE NAILERF° I I I -I I 1=1 I I=1 I 1-I I 1=I I I= ? ° r #5 LAP SPLICE (2) #5 CONT. - 4 4"x4" INSPECTION D 0 � 31/4" BASEBOARD PORT AT EACH NOTE: g ° ° it I I I I I I I II I I I I I I I I I I I I I I Z2 COMP. SOIL. (COMPACTED TO °° 1 �n FILLED CELL TYPICAL FOR BEARING WALL I=III=III=) I =III=1 I I r 95% MODIFIED PROCTOR ASTM W/ UPLIFT ONLY MIN. 2500 PSI CONC. SLAB M AT GARAGE CONTRACTOR III=1 I 1=III=1 I=III=1 I I=1 I I=1 I=III=III=1 I I=1 I=111=III=III=1_ D1557) , N MIN PSI MAY VARY PER 4" 1'-4" TO CUT BLOCK OR POURL, „I °o MUNICIPALITY. CURB DUE TO SLOPE - --"'-' i-i-"'-"'- i 5 CONCRETE SLAB W/6X6 a NOTE:EXTEND FRAME WALL TO C.M.U. WALL CONNECTION rD TYPICAL EXTERIOR FRAME WALL FOOTING m W1AAvv I.,+ WWF OR - DECO FINISH 4" to 6" "FIBERMESH" SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" BELOW GRADE QS3 Ln N - SLAB INFORMATION. 00 1 6x6W1.4xW1.4 WWF OR FIBERMESH Oo 31/2" , 6 MIL VAPOR ° ° ___, z min. 4" A. BARRIER 1 a a GRADE • • — T - a COMP. SOIL. ° °O _ ! (COMPACTED TO 95°k _ (1) #5 REBAR w/ OPT. MODIFIED PROCTOR I E ENCLOSURE ASTM D1557) �S R. - - (2) #5 REBAR CONT./4 ON 3" CHAIRS TYP. 4" 11-41f STD. 90 NOOK (SEE MIN. U.N.O. DETAIL) TYPICAL WALL SECTION rA TYPICAL THICKENED SLAB EDGE rL � SCALE: 3/4" =1'-0" S3 SCALE: 3/4"=1'-0" S3 Q, a N OPT: DEPRESS SLAB 5 Y" 9 DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND BLOCK WALL BEYOND o x PAVERS / DRIVEWAY EXPANSION JOINT .-. CONCRETE SLAB 14" O.H.D. RECESS 13' O.H.D. RECESS N PAVERS f1 1T C 1 ".. " -' .i ' 00 4" -' SEE A/S3 OR J/S6 SEE A/S3 OR J/S6 ao FOR REINF. INFO. 3" MIN. CLEARANCE FOR REINF. INFO. 3" MIN. CLEARANCE c 1' " (1 STOR ) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) V-4" (1 STC RY) r 1' 8" (2 STOR) V-8" (2 STC RY) GARAGE DOOR SLAB RECESS J,1 GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. ADDITIONAL INFORMATION. SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SCALE: 3/4"=V-0" P.T. 2x ).,E!�1/2" GYP. BD. „ HOLD GYP. BD. lo 1/2" FROM SLAB 0'-011 J CONT. BEAD SEALANT INTERIOR °° ° + -3 1/2" CONCRETE NAILS W 1 1/2' EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE " (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB x �. C < r th 6MILVAPOR BARRIER - - I I' i' 1 ' =1I-III=1 11=1 11 ' 4„ 4" INTERIOR WALL SLAB STEP NON-BRG.rK SCALE:3/4"=V-0" S3 ON 3" CHAIRS 36" MIN. LAP [36"MIN. LAP] 10" (TYP.) 8" 1'-4" 8" #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE TYPICAL INTERIOR BEARING REBAR DETAILS F WALL W/ UPLIFT rG SCALE: N.T.S. S3 SCALE: 3/4"=V-0" S3 VA SEE PLAN 1 1/2" RECESS FOR 6 x 6 W1.4 x W1.4 5 FRAME -DOWN FALSE BEAM w/ (3) SEE ROOF PLAN S.G.D. (U.N.O.) WWF OR FIBERMESH Q.5 10d NAILS TO TRUSS TOP CHORD FOR TRUSS � AT 24" O.C. MAX. CONNECTION INFO ` ° "� SEE PLAN FOR & LAYOUT DESIGN 4. TOP OF BEAM '. SEE ROOF PLAN op d c �'. ° v A FOR STRUCTURAL E _ BEAM SIZE & iv ' a 41 CONNECTION INFO � I 2x4 #2 SYP P.T. FRAMING w/ SEE A/S3/J/S6 " MIN 7/16 O.S.B. SHEATHING 8 zz ATTACHED PER NAILING FOR REINF. INFO. SCHEDULE OPTION #1 LU j SEE TYP. WALL SECTION FOR ADDITIONAL > U SLAB INFORMATION. PLAN FOR SEE ORAL oR w STRUCTTUCOLUMN SIZE SLAB STEP & RECESS S.G.D. M � &BASE CONNECTION INFO. SCALE:3/4"=V-0" S3 2X STUDS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE � MASONRY WALL AND SEE DETAIL 16/D1 FOR w/ 1/4"x3" TAPCONS AT 8" GARAGE COLUMN TO PORCH SILL O.C. PAD FOOTING ATTACHMENTS & 18/D1 1/2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM TRIM PER PLAN 8" MASONRY WALL -. W/ DRYWALL SCREWS @ 8-O.C. ATTACHMENTS EXTEND FILL CELLS x TO FOUNDATION PAD r v INSULATION PER CHART SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. ON FLOOR PLAN SIZE VARIES PER PLAN CONT. BEAD SEALANT = w/ MIN. (2) #5 VERTICALS 5 z � - RA a ° E Cl) FILLED SOLID (SEE PLAN FOR _ __ __ _ < a 111=11 �_) 1=1 6 x 6 W1.4 x W1.4 c., WWF OR FIBERMESH r, SIZE AND REINFORCEMENT) c7 L Z H w =p e ° • I I=1 1=I I-1 w " i■ BRICK •MMUNITY SPECS 1 FOOTING WIDTH SEE SCHEDULE TAPERED. -... C9 z z� a Ln 0 4--J w (D f� p 0 LU E F- U m r` &C" W ■� ~ C N C �n� O oc U f0 iz, Q rn �i d Al I BID. ""C oVI f'�✓ �`� � C Z "' d - CO, E 4 _) <y LL 10, °rf . I r M K To the best of the En 's kn a mat�'qq, d belief, the structural pla �;IPytld cification{ �p'a!i#d within these drawings comply'It 011d8 Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O Z N O(n I>itnMO M Q W L1 j cn •�, d' iti" z Ia- L_"� fl. ^ U CL 00 � ZcC Z W -1 0 d- Z W� za (n a �WO J f- z W Z G Z LU 0 SW J 10 812�� N = Q g� Z DC Chd 14 O L 0 �� W V = (V Q z L Lu 81. PRE o . .._ O ba� � N U— Z � Q � o Z J .--I Ln rl P LU L 8ZV �L a Lu N Z Z �Z.~ w 0 itn 06 g = SCALE : AS NOTED DATE : 3/30/2018 TECH: M)AMES VERSION NO' 5ol SHEET NO. S3