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FOR UNDERLAYMENT REQUIREMENTS SEE R905. 12 (TYP.) VARIES / 2x #2 SPF STUDS - J @16" O.C. W/ (2) 16d TOENAILS T & B (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 z APPLICABLE. 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & @ 6" MAX FROM END OF 2 x PLATE E (1) LAYER TYPE II (#30) (2) #5 CUNT. ON 3 6 x 6 W1.4 x W1.4 UNDERLAYMENT FOR ROOF CHAIRS (TYP.) WWF OR FIBERMESH PITCH >4:12 ► 0 (2) LAYERS TYPE I OR TYPE II 0 (#15 OR #30) UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS. 7,MW8" PRE ENGINEERED WOODTRUSS @ 24" O.C. U.N.O.HURRICANE ANCHOR @ EACHTRUSS (SEE UPLIFT SCHED.) WI 1 METAL PL. UNDER EA. TRUSS MOISTURE BARRIER TYPICAL INTERIOR BEARING SHINGLE ROOF 7/16" O.S.B. MIN. SEE ROOF WALL W/OUT UPLIFT NAILING SCHEDULE ON SHT. SEE TYP. WALL SECTION SCALE: 3/4"=V-0" SN1 FOR ADDITIONAL SLAB ELEV. VARIES INFORMATION 2x P.T. PLATE e 5/8"OR 1/2" HIGH STRENGTH (U.N.O.) (OR 5/" 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 USP SPT24 CONNECTOR 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"°016" PLATE WASHER (TYP.) (ALT: 1/2"x12" TITEN HD @ 24" ELEV. 0'-0' O.C. OR 5/8"x10' WEDGE ANCHOR __..- 1E ° ° 4 ° A.F.F. @ 24" O.C.) 2" 31/2" MIN. 4 4 e ° G e °° a ° ELEV. 4-31/2" Z ° A.F.F. ° 2x4 CONT. ° LL ° . e ° d ° = c ► 0 . N � TRUSS BOTTOM CHORD OR 2x4 BLOCKING 5/8"OR 1/2" HIGH STRENGTH — W/ 2-16d TOE NAILS @ EACH END (U.N.O.) (OR %" GYP. TYPE "X" @ SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROOM CONNECTIONS. PROVIDE (1) USP HTW20 WHEN ABOVE) TRUSS ALIGNED WITH STUD BELOW S.P.F. DOUBLE TOP PLATE 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. USP SPT24 CONNECTOR (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 USP SPT22 CONNECTOR 5/8"" x 10" "J" BOLT @ 24" O.C. W/- 2""x3/16" PLATE WASHER (TYP.) 2x P.T. BOTTOM PLATE (ALT: 1/2"x12" TITEN HD @ 24" O.C. OR 5/8"AY WEDGE ANCHOR 6 x 6 W1.4 x W1,4 @ 24" O.C.) WWF OR FIBERMESH r. 1� .�IlPyll"1 • ur u-�ii= iir u- a •-u •emu �ll= Il -- .`—,'ll=?;i—IIIAl1=11�11=;11�11`— �� 11=11 .11=II�II`'II. I GG GARAGE SLAB AT STEP rB ESCALE: 3/4"=V-0" S3 5/8" OR 1/2" HIGH ALUMINUM DRIP STRENGTH CEILING EDGE INO.2x BOARD PER CODE (OR 5/8" ALUMINUM FASCIA GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM SUB FASCIA 2x S.P.F. STUDS @ 16" O.C. ABOVE) W/DRYWALL EE SOFFIT 2x STUD SCREWS @ 7" O.C. SHEET LOAD BEAR►NG OR CEILING & 8" O.C. WALLS EXTERIOR WALL oo 8" C.M.U. 8"x8"X16" KNOCK -OUT INSULATION PER BLOCK W/ 1#5 CONT. 1"x P.T. STUD CHART ON FLOOR FILLED SOLID W/GROUT #5 VERT. IN FILLED CELL PLAN SEE CC/S3 OR t`tv 1x2 P.T. HORIZONTAL G/S3 FOR ANCHOR NAILER 8" C.M.U. TYPICAL BOLT INFO. 5/8"x6" "J" BOLTS BOLT (IF NO UP LIFT ON @ 24" O.C. VERT. OR STD. 90-HOOK (SEE DETAIL) TYPE "S" MORTAR WALL SEE GG/S3) 5/8" x R PO "x3 A ONS *USP SPT22 TYP. SPACED EVENLY 2x P.T. PLATE oo ARCHITECTURAL ASSUMED FINISHED 1x2 PT WD FURRING @ 24" O.C. FINISH ` ' GRADE 1/2" GYPSUM WALLBOARD (1) #5 VERT. IN FILL MONO OR STEMWALL ° g U.N.O. CELLS (SEE FOOTING MONO SHOWN I> p p o0 FOUNDATION PLAN FOR CLARITY n D FOR LOCATIONS) p° p D °p 1=1 1=1I I=11I=1I I=1I I 1x4 P.T. BASE NAILER D II I I II III 4"x4" INSPECTION D° NOTE: p p II II I II I II III I I II I I 31/4" BASEBOARD PORT AT EACH *FOR BEARING WALL III—III—III=1 I=1=1 11= N II I ICI I (I =i •- FILLED CELL TYPICAL W/UPLIFT ONLY �I I II(li- �=�-I _ �T �_ MIN. 2500 PSI CONC. SLAB M AT GARAGE CONTRACTOR _ III=1 1=1 I I 1=I 11=III=1 1=I 1=1 I I=1 1=I 1=1 _� 1-- 1-1 I I=1 11=I 1-I MIN PSI MAY VARY PER cn � TO CUT BLOCK OR POUR =1 I-� �-III=1 1=III=1 1=III=1 I=1 I-III-111=III=1 I I=1-' MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/6X6 a NOTE:EXTEND FRAME WALL TO C.M.U. WALL CONNECTION D W1AXW1.4 WWF OR "FIBERMESH" DECO FINISH 4" to 6" SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S3 BELOW GRADE SLAB INFORMATION. CV b .i °► r c _Z 'I' 6x6W1.4xW1.4 ► 31/2" WWF OR FIBERMESH 6 MIL VAPOR,/► t• _ — ? min. 4" BARRIER D ; D 1 ° ° ° v GRADE COMP. SOIL. (COMPACTED TO 95% — — ° (1) #5 REBAR w/ OPT. MODIFIED PROCTOR S E I��NCLOSURE ASTM D1557) -�-'' 3" MIN. CLR. (2) #5 REBAR CONT. 4 ON 3" CHAIRS TYP. 4" 1'4" STD. 90 HOOK (SEE U.N.O. DETAIL)MIN. TYPICAL WALL SECTION rA TYPICAL THICKENED SLAB EDGE rL SCALE. 3/4 -1-0 S3 SCALE: 3/4"=1'-0" S3 OPT: DEPRESS SLAB 5 Y" DEEP AND 6" BEYOND DOOR TO RECEIVE PAVERS / DRIVEWAY BLOCK WALL BEYOND BLOCK WALL BEYOND CONCRETE SLAB EXPANSION JOINT PAVERS 14 13 O.H.D. RECESS z O.H.D. RECESS C• r .�.� :. oQ i. . SEE A/S3 OR XS6 J -ILrMFOF FOR REINF. INFO. 3" MIN. CLEARANCE 1'4" (1 STOR ) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STOW ) GARAGE DOOR SLAB RECESSri - 1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. SEE A/S3 OR J/S6 -1I , FOR REINF. INFO. 3" MIN. CLEARANCE V-4" (1 ST RY) V-8" (2 STC RY) GARAGE DOOR SLAB RECESS ri SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. 4" Y' 114" 8" U.N.O. MIN. TYPICAL BEARING WALL as STEP @ SHEARWALL "SHEAR WALL" SCALE: 3/4"=V-0" 00 co" 1' S�GUP� t 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING Qcs NAILED W/ 8d COMMON NAILS @ 4" O/C BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. �S �GoN�o (2) ROWS OF 2x BLOCKING @ 2x STUDS @ 16" O/C THIRD POINTS ULATION 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 EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. K.O. BLOCK SP SPT22 @ 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 —� 6 � PER MANUF. #3 OR #4 REINFORCING BAR to i #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi A D J FINISH GRADE 0D 25" MIN. LAP [30" MIN. LAP] [GRADE 60 MIN. Fy-- 60ksi] 6 MIL VAPOR BARRIER ; ° 1 — - 0 R 1 7/8" #5 REINFORCING BAR #5 LAP SPLICE • • • �• 11:= 11.=11.11: ' . • • � � • • • • - gll"Ar-Mlrsoll, 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 0 ° J CONT. BEAD SEALM INTERIOR Y CONCRETE NAILS W 1 1/2 t� EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE M 6 MIL VAPOR BARRIER 4" 4" INTERIOR WALL SLAB STEP NON-BRG. SCALE: 3/4"=V-0" r31/2" MIN. TRUSS BOTTOM CHORD OR 2x4 BLOCKING W/ 2-16d TOE NAILS @ EACH END SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. PROVIDE (1) USP HTW20 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'-6". —INSULATION PER CHART ON FLOOR PLAN —USP SPT22 CONNECTOR /2x P.T. BOTTOM PLATE 16x6W1.4xW1.4 / WWF OR FIBERMESH (2) #5 CONT. —f [4• '.4 8• I ``U.N.O. MIN, TYPICAL BEARING WALL @ STEP SCALE: 3/4"=V-0" NOTE: SEE SECTION C/S3 FOR ADDITIONAL INFORMATION USP SPT22 CONNECTOR 2x P.T. PLATE SPACE ANCHOR BOLTS 6" MAX FROM W END OF 2" x PLATE w 73 U rA 0 o > �-I � 1 0 36" MIN. LAP [36" MIN. LAP] —'V 10" 4 6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE E REBAR DETAILS F 22,)SCALE: N.T.S. 1,,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. " CONNECTION INFO SEE PLAN FOR TOP OF BEAM &LAYOUT DESIGN SEE ROOF PLAN FOR STRUCTURAL —2X STUDS @ 24" O.C. U.N.O. GARAGE zz:L... 1/2" GYPSUM WALLBOARD U.N.O. W/ DRYWALL SCREWS @ 8"O.C. ---INSULATION PER CHART ON FLOOR PLAN CONT. BEAD SEALANT _E it ` 6x6W1.4xW1.4 WWF OR FIBERMESH a a — — — I— I I_I:I I - I I I F-I 1=1 11=1 11=1 1=1Tr K S3 BEAM SIZE & 2x4 P.T. CONNECTION INFO PLATE 7116" I I O.S.B. I 2x4 #2 SYP P.T. FRAMING w/ MIN 7/16" O.S.B. SHEATHING COLLMdNLOCATION z ATTACHED PER NAILING w Q SCHEDULE LU LU co 0'4" FIN. FLR.jj IRV SEE FLOOR PLAN FOR STRUCTURAL COLUMN SIZE & BASE CONNECTION INFO. SECURE 2x4 P.T. BTM. PLATE w/ 1/4"x3" TAPCONS AT 8" O.C. TRIM PER PLAN SQUARE CMU BLOCK BASE, SIZE VARIES PER PLAN w/ MIN. (2) #5 VERTICALS FILLED SOLID BRICK PAVERS or SLAB PER COMMUNITY SPECS (2) #5 CONT. lj1 ON 3" CHAIRS (TYP.) 8" V-411 1 /2"(min. )- 4" (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. s V-6". (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 8'-6". 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. 5/8 EXPANSION BOLT @24 " O.C. W/ 7" EMBEDMENT (MIN. SHEAR 3500#, MIN. TENSION 2600#) E 6x6W1.4xW1.4 WWF OR FIBERMESH 11T 8° TYPICAL INTERIOR BEARING WALL W/ UPLIFT K"G SCALE: 3/4"=1'-0° S3 4 A /MI Mr ^r-r�L% r'nn VARIES1o11 A .. to/1 A J , vn nut�t v. OPTION #1 SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. �-- SLAB STEP & RECESS an S.G.D. M SCALE:3/4"=V-0" \ S3 MASONRY WALL AND PAD FOOTING 8" MASONRY WALL EXTEND FILL CELLS c TO FOUNDATION PAD E CONT. FOOTING STEEL MAT REINFORCING. th GRADE Z I� ;III= I_I ° z W I=I I II-1 -I 1=1I1=1I1=1I o w c"'n W 1=1 _ 1 Z ll 1=1II=1I1-III III - II III-=; FOOTING III III -I 1=1 1=1 I I -I I III -I 1=1 I_ i 1-1 I I -III -III-I L I I -1 I-1 I=' BEYOND PAD REINFORCEMENT-)-i 1=1�-i (SEE SCHEDULE) 3"MIN. CLEARANCE FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. S3 �, U �_ Z QxM z Z ¢Q Q d ID•U — 0 `L' LU c Z w •tom. W� ��r >e ,. Z o r� Ilk 7 a, r To the best of the Engi 's e�.iq c , and belief, the structural pianV. spe tQ�da a�htaine \\` within these drawingscorn I 2017 Ff P pp Qr Building Code - Residential 6th E dirp��s signature and seal Is only for the structure engineering portions of the drawing pages bearing Engineer's signature and seal. i O Z N I� O0 to I>iMO en QLt)In � a (A°� HLn ��Q00 Q � W Z z� a Fz _1 e go a m W 1� LLj in �Y® Q ca M o� Z I � > 1 U Q O . A' O Lu3 cl/ I.L V 0W OC Z J i'VQS w Q � Z CR Z W M m � 0 06 Z g 2 � rn O .-I 0- cn SCALE : AS NOTED DATE : 1 /4/2018 TECH: ERAND VERSION NO. 2mO SHEET NO. S3