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(1) ROW 2x BLOCKING @ MID 2x #2 SPF STUDS HGT. FOR WALL HGT. s 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 (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 c ° . (2) LAYERS TYPE I OR TYPE II e. (#15 OR #30) UNDERLAYMENT -t> FOR UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS, REQUIREMENTS SEE R905. PRE ENGINEERED WOOD - ° TRUSS @ 24" O.C. U.N.O. _ 12 HURRICANE ANCHOR @ EACH 1" :7.) NVARIES TRUSS (SEE UPLIFT SCHED.) W/ 8"T i METAL PL. UNDER EA. TRUSS MOISTURE BARRIER TYPICAL INTERIOR BEARING INSLILAnON 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 SN1 FOR ADDITIONAL SLAB SCALE: 3/4"=1'-0" S3 ELEV. VARIES INFORMATION. 5/8" OR 1/2" HIGH ALUMINUM DRIP STRENGTH CEILING EDGE BOARD PER CODE (OR izw 5/8"OR 1/2" HIGH STRENGTH -� "-TRUSS BOTTOM CHORD OR 2x4 BLOCKING 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 BLOCKING w/ (U.N.O.) (OR %" GYP. TYPE "X" @ w/ (2)16d TOE NAILS @ EACH END (2)16d TOE NAILS @ EACH END GARAGE W/A HABITABLE ROOM GARAGE W/A HABITABLE ROOM ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT EE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ ABOVE) CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ S.P.F. DOUBLE (10)10d NAILS WHEN TRUSS ALIGNED WITH (10)10d NAILS WHEN TRUSS ALIGNED WITH 8"x8"x16" NOMINAL BLOCK WITH TOP PLATE STUD BELOW S.P.F. DOUBLE STUD BELOW 3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ TOP PLATE (12)10d NAILS 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. 1/2" CDX PLYWOOD OR 7/16" O.S.B. (12)10d NAILS U.N.O. ------ _- --- _-._ SHEATHING REQ'D. FOR ALL 1) ROW 2x BLOCKING @ MID HGT. FOR WALL 1) ROW 2x BLOCKING @ MID HGT. FOR EXTERIOR OR SHEAR WALLS AS HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS WALI_HGT. < 8'-6". (2) ROWS 2x BLOCKING INDICATED ON THE PLAN. ATTACH FOR WALL HGT. > V-6". @ 3rd PTS FOR WALL HGT. > 8'-6". SHEATHING W/ 8d COMMON NAILS @ NSULATION PER CHART ON FLOOR PLAN NSULATION PER CHART ON FLOOR PLAN 4" O.C. @ BOUNDARIES, 6" O.C. @ 3/8" MORTAR BETWEEN EDGES, AND @ 12" O.C. @ FIELD SLAB & BLOCK IMPSON SP1 w/ (10)10d NAILS SIMPSON SP1 w/ (10) 10d NAILS -_ _� - -- _ - - 5/8"° x 10" "J" BOLT @ 24" O.C. W/ 2"°x3/16" PLATE WASHER (TYP.) ELEV. 0'-0" (ALT:1/2"x12" TITEN HD @ 24" 2x P.T. BOTTOM PLATE 2x P.T. BOTTOM PLATE -- =--_-- - O.C. OR 5/8"x10' WEDGE ANCHOR (� A.F.F. @ 24 O.C.) 2 ...... __ L1.4 d WW OR FIBERMESH 6 x 6 W1.4 x ER ° ` 2 WWF OR FIBERMESH ° 0 -31/2" MIN. 31/2" MIN. ° 4 ELEV. -0'-31/2" z d ° d . A.F.F. O ° ° d ° 2x4 CONT. d ®° ° ° ° c °. ° - 1/2"(min.)-4" > ° °-1/2"(min.)-4" d° ° I° ° ° ° to N A • 0 •. ' d ° GARAGE DEPTH VARIES ° 31/2"(min. -4" 31/2"(min.)-4" ° (2) #5 CONT. (2) #5 CONT. 4" U.N.O. MIN.U.N.O. MIN GARAGE SLAB AT STEP B TYPICAL BEARING WALL STEP SHEARWALLrc,*,� TYPICAL BEARING WALL @ STEPrCC SCALE: 314"=1'-0" "SHEAR WALL" SCALE: 3/4"=1'-0" ��_ �_ �� S3 S3 SCALE: 3/4 -1 0 S3 \oJs�,v EDS�G�P� GYP. TYPE "X" @ GARAGE ALUMINUM FASCIA 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING W/A HABITABLE ROOM \12'N.O. 2x SUB FASCIA NAILED W/ 8d COMMON NAILS @ 4" OIC 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES 6" O/C EDGES AND 12" O/C FIELD. SCREWS /DR WALL EE SOFFIT 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. ,o M�NN�o s @" SHEET LOAD BEARING OR oo (1) ROW 2x BLOCKING @MID HGT. CEILING & 8 O.C. WALLS (2) ROWS OF 2x BLOCKING @ 8"x8"X16" KNOCK -OUT EXTERIOR WALL 8" C.M.U. THIRD POINTS 2x STUDS @ 16" O/C � FOR WALL HGT. s 8'-6". (2) INSULATION PER BLOCK W/ 1#5 CONT. 1"x P.T. STUD ULATION PER CHART ON FLOOR PLAN SEE SECTION C/S3 FOR ROWS 2x BLOCKING @ 3rd PTS CHART ON FLOOR ADDITIONAL INFORMATION FOR WALL HGT. > 8'-6". FILLED SOLID W/GROUT = #5 VERT. IN FILLED CELL 7/8 STUCCO FINISH PER ASTM C. 926 APPLY 3 PLAN SEE CC/S3 OR cam" LAYERS W/ TOTAL THICKNESS 7/8" OVER 1/2" GYP. WB (MIN.) @GARAGE 1x2 P.T. HORIZONTAL G/S3 FOR ANCHOR 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 FIOOK DETAIL SIMPSON SP1 w/ SIDE IF APPLICABLE. NAILER 8" C.M.U. TYPICAL BOLT INFO. 5/8"x6" "J" BOLTS BOLT @ 24" O.C. VERT. OR PLATE WASHER TYPICAL 3RD LAYER 1/8"THICK. K.O. BLOCK (10)10d NAILS:�3 STD. 90•HOOK (SEE DETAIL) (IF NO UP LIFT ON @ 2x P.T. PLATE ^ TYPE "S" MORTAR WALL SEE GG/S31 5/8" x 6" EPDXY BOLT OR IMPSON SP1 w/ (10)10d NAILS @ EA. STUD MIN. 2500 PSI CONCRETE SLAB W! (6)1/4"x31/4" TAPCONS 6 x 6 W1.4 x W1.4 WWF OR 20" MIN. LAP [24" MIN. LAP SPACE ANCHOR E 'SIMPSON SP1 2X P.T. PLATE j #5 REINFORCING �� SPACED EVENLY FIBERMESH BOLTS 6 MAX FROM 6 x 6 W1.4 x W1.4 �I w/ (10)10d NAILS �„ WEEP SCREED INSTALLED BAR la- END OF 2" x PLATE WWF OR FIBERMESH 2x P.T. PLATE ., W , ARCHITECTURAL �'P PER MANUF. FINISH ASSUMED FINISHED #3 OR #4 REINFORCING BAR 1x2 PT WD FURRING @ 24" O.C. ` ' GRADE ° • ° " z #3 #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi (1) #5 VERT. IN FILL MONO OR STEMWALL z CO) A oJ FINISH GRADE 60 2 25" MIN. LAP [30" MIN. LAP] (GRADE 60 MIN. Fy= 60ksi] a p . • - 4 1/2" GYPSUM WALLBOARD g U.N.O. CELLS (SEE FOOTING MONO SHOWN - Uj FOUNDATION PLAN FOR CLARITY ° D o D -------- °O 6 MIL VAPOR BARRIER ;, ° R 1 718" `n ° FOR LOCATIONS) D ° D 1=III=1 I I-III=1 I I -I I (=i #5 REINFORCING BAR - 10 P.T. BASE NAILER ,� " D p D ° 111I=I 11=1. I M I 1=I I I=I I I= z ° #5 LAP SPLICE (2) #5 CONT. - 4 x4 INSPECTION I=1 I I -I I L-I 11=1 I I I 1=11 2 • NOTE: ° D D ° ON 3 CHAIRS 8 1-4 8 31/4" BASEBOARD PORT AT EACH t g III=1 I I=1 -III=III-III. , iv COMP. SOIL. (COMPACTED TO - ° 36" MIN. LAP [36"MIN. LAPj P " " FILLED CELL TYPICAL FOR BEARING WALL I-1 I -III -III -III= I 1 ;= T o ) W/ UPLIFT ONLY _ _ _ _ _ ___ _- _- - _ ____= 95 /o MODIFIED PROCTOR ASTM - 10" MIN. 2500 PSI CONC. SLAB �r) AT GARAGE CONTRACTOR III= = =1== =III -III=) I I=11.- III=111=III=III-= 1= D1557) MIN PSI MAY VARY PER -� I I=III=III=111=111=111-111 =111=III =III-III=111-1 I=1 I I=1 4" 114-1 #6 REINFORCING BAR #5 STD. 90 HOOK MUNICIPALITY. TO CUT BLOCK OR POUR--TI-TL-Ii1; Ti ;11i Ti 11i l l I -III -I hI i'- CURB DUE TO SLOPE #6 LAP SPLICE TYPICAL INTERIOR BEARING CONCRETE SLAB W/6X6 a NOTE:EXTEND FRAME WALL TO C.M.U. WALL CONNECTION rD TYPICAL EXTERIOR FRAME WALL FOOTING rE REBAR DETAILS rF WALL W/ UPLIFT G w1.4xw1.4 wwF OR DECO FINISH 4" to 6" "FIBERMESH" BELOW GRADE SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. 00 6x6W1.4xW1.4 ' 31/2" WWF OR FIBERMESH 6 MIL VAPOR > - i min. 4" BARRIER D i p 1 A. ;0 ° � COMP. SOIL. _ (COMPACTED TO 95% _ MODIFIED PROCTOR ASTM D1557) � - n (2) #5 REBAR CONT. 3 MIN. CLR. 4 " I " STD 90 NOOK SEE SCALE: 3/4"=1'-0" S3 SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S3 SCALE: N.T.S. S3 SCALE: 3/4"=V-0" S3 SLAB INFORMATION. SEE PLAN 1 1/2" RECESS FOR IE 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 10d NAILS TO TRUSS TOP CHORD FOR TRUSS M GRADE AT 24" O.C. MAX. CONNECTION INFO SEE PLAN FOR &LAYOUT DESIGN - - TOP OF BEAM .a #5 REBAR w/ OPT. SEE ROOF PLAN ° ° a ° ^RFFN FAlr:l n.qI IRF FOR STRUCTURAL ON 3" CHAIRS TYP. 4 1-4 ( MIN. U.N.O. DETAIL) TYPICAL WALL SECTION A TYPICAL THICKENED SLAB EDGE rL 1/2" GYP. BD. P.T. 2x > � SLAB INFORMATION. HOLD GYP. BD. �_ w SEE FLOOR PLAN FOR 1/2" FROM SLAB o STRUCTURAL COLUMN SIZE SLAB STEP & RECESS S.G.D. rM & BASE CONNECTION INFO. S3 0� J CONT. BEAD SEALANT SCALE: 3/4"=V-0" DOOR TO RECEIVE BLOCK WALL BEYOND BLOCK WALL BEYOND ` , a INTERIOR 2X STUDS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE PAVERS / DRIVEWAY EXPANSION JOINT . d • 31/2" SEE DETAIL 16/D1 FOR w/ 1/4"x3" TAPCONS AT 8" MASONRY WALL AND _71COLUMN TO PORCH SILL O.C. CONCRETE SLAB 14 13 . GARAGE ATTACHMENTS & 18/D1 PAD FOOTING PAVERS O.H.D. RECESS i O.H.D. RECESS FOR COLUMN TO BEAM N :• TT* �. o� .y w SEE A/S3 OR J/S6 FOR REINF. INFO. 3" MIN. CLEARANCE 1' " (1 STOR ) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' GARAGE DOOR SLAB RECESS �•� SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. 4" BEAM SIZE & cv a CONNECTION INFO Cn _ • ° I I 2x4 #2 SYP P.T. FRAMING w/ SEE A/S3/J/S6 MIN 7/16" O.S.B. SHEATHING 8" z ATTACHED SCALE: 3/4" = 1'-0" SCALE: 3/4 =1-0 w 0 SCHEDULE PER NAILING FOR REINF. INFO. OPTION #1 S3 S3 a ¢ SEE TYP WALL SECTION FOR ADDITIONAL OPT: DEPRESS SLAB 5Y" DEEP AND 6" BEYOND SEE A/S3 OR J/S6 FOR REINF. INFO. 3" MIN. CLEARANCE GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. ADDITIONAL INFORMATION. ��" TRIM PER PLAN 8 MASONRY WALL CONCRETE NAILS W 1 1/2 1/2" GYPSUM WALLBOARD U.N.O. ATTACHMENTS EXTEND FILL CELLS c • t"' W/DRYWALL SCREWS 8"0 C - J EMBEDMENT @ 12" O.C. @ STAGGERED, FROM BOTTOM INSULATION PER CHART PLATE TO CONCRETE N ON FLOOR PLAN (MIN. SHEAR 180# MIN. CONT. BEAD SEALANT SQUARE CMU BLOCK BASE, SIZE VARIES PER PLAN w/ MIN. (2) #5 VERTICALS CONT. FOOTING STEEL TO FOUNDATION PAD = MAT REINFORCING. Q ' � i z GRADE -A Q d -[ TENSION 120#) CONCRETE SLAB € �., FILLED SOLID (SEE PLAN FOR _ __ __ = - ° 6 x 6 W1.4 x W1.4 SIZE AND REINFORCEMENT ) U' J -III=III ° d , d • �-III-111-III-I °° c_ �- WWF OR FIBERMESH "' Z w 1=III=I -III-I I-III=_I w III=1 I I I=III=11I- E a __ d =!'rl BRICK PAVERS or SLAB PER o W w __ Z 00 = • • °• - -TT - a z v 6 MIL VAPOR - _!' -1 I=1 I=1 1= I! -� - - - - - - - u l =1=III__=iTi=iTi=iTl=iTi==1Tr Y-o" FIN. FLR. COMMUNITY SPECS w = d � - 11.=1 =1 1=1 1=1 1=1 I I =1 I 1=1 I --- � III 1=1 11=11.1=1 11=1 I I I I I=1 11=1 I i- ' FOOTING 0 BARRIER =1I 1=1I -I I -I I I-III=1I I- I-1 =1 I=1 I: III -1I III=' BEYOND • : • ti ...• :..,. -lil=lil , PAD REINFORCEMENT 3"MIN. CLEARANCE „ „ 4 4 :�.•'� •• ' S EF UNDATION (SEE SCHEDULE) FOOTING WIDTH CONc. PAD INFO. • •' SEE SCHEDULE INTERIOR WALL SLAB STEP NON-BRG. K TAPERED COLUMN FRAMING CD�2 PATIO COLUMN FTG. DETAIL N SCALE: 3l4"=1'-0" S3 SCALE: 3/4•=,'-0" SCALE: N.T.S. S3 W !9 z M Z lei Z CL z CZ Q) C9 i--� w (10_ p 0 c E L o LU(D-' ru M In" 0 U 1°IfZ_ 0 A 1 e D. N•('. n C \\* r tte4ae'�i ao iLj Pm , �W o• .Na�,d To the best of t"pilli '![knoy.leQ�p; J M nd �d/Y' da�Ib 1 belief, the structur } ns anSipbcill ns cgrtf�J ed within these drawings pp�,rith the hi.t 4 da BuildingCode - Residential6th n near's signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O' Z N 0 (L) > M O M a cn •L d- HU a P -. DC V CL co Q Eco Z WUj d' J Wa J �400 OVU OW I-_-, zZ2 M� Q Z a� L / Ln 06 Z N o T"I 0 Lu U Q g :N` 0 LL_ �1,1 Z J ri LU Q Z a N m 0 N 006 Z 5 In SCALE : AS NOTED DATE : 4/12/2018 TECH: M)AM ES VERSION NO. 10 SHEET NO. S3 (MONO)