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12 <br />(TYP.) VARIES <br />INSU <br />(1) LAYER TYPE II (#30) <br />UNDERLAYMENT FOR <br />ROOF PITCH 4:12 OR GRATER & <br />(2) LAYERS TYPE I 15) OR <br />TYPE II (#30) UNDERLAYMENT <br />FOR ROOF PITCH BETWEEN 2.12 <br />& 4:12. PER FBC R905.2.7. <br />PRE ENGINEERED WOOD <br />TRUSS @ 24" O.C. U.N.O. <br />HURRICANE ANCHOR @ EACH <br />TRUSS (SEE UPLIFT SCHED.) W/ <br />METAL PL. UNDER EA. TRUSS <br />MOISTURE BARRIER <br />SHINGLE ROOF <br />7/16" Q.S.B. MIN. SEE ROOF <br />NAILING SCHEDULE ON SHT. <br />li I <br />5/8" OR 1/2" HIGH <br />STRENGTH CEILING <br />BOARD PER CODE (OR 5/8" <br />GYP. TYPE "X" @ GARAGE <br />ALUMINUM DRIP <br />EDGE <br />ALUMINUM FASCIA <br />iiiii_2x <br />W/A HABITABLE ROOM <br />12" .N.p. SUB FASCIA <br />ABOVE) W/DRYWALL <br />SCREWS @ 7" O.C. <br />CEILING & 8" O.C. WALLS <br />< <br />-SEE SOFFIT <br />SHEET <br />INSULATION PER <br />CHART ON SN1 <br />8"x8"X16" KNOCK -OUT <br />BLOCK W/ 1#5 CONT. <br />FILLED SOLID W/GROUT <br />1x2 P.T. HORIZONTAL <br />NAILER <br />8" C.M.U. TYPICAL <br />STD. 90-HOOK (SEE DETAIL) <br />TYPE "S" MORTAR <br />ARCHITECTURAL <br />FINISH <br />1x2 PT WD FURRING @ 24" O.C. <br />1/2" GYPSUM WALLBOARD <br />(1) #5 VERT. IN FILL <br />U.N.O. <br />CELLS (SEE <br />FOUNDATION PLAN <br />FOR LOCATIONS) <br />1x4 P.T. BASE NAILER <br />4"x4" INSPECTION <br />3 1/4" BASEBOARD <br />PORT AT EACH <br />FILLED CELL TYPICAL <br />MIN. 2500 PSI CONC. SLAB <br />M AT GARAGE CONTRACTOR <br />MIN PSI MAY VARY PER <br />cl) TO CUT BLOCK OR POUR <br />MUNICIPALITY. <br />CURB DUE TO SLOPE <br />CONCRETE SLAB W/ 6X6 <br />n- NOTE:EXTEND <br />W1.4XW1.4 WWF OR <br />= <br />"FIBERMESH" <br />DECO FINISH 4" to 6" <br />71 <br />BELOW GRADE <br />E� <br />r.° D <br />z <br />00 � <br />M � =III=III=1 I l <br />i <br />all, <br />D/ <br />00 <br />6 MIL VAPOR IIII <br />D <br />I I=1 <br />I I- = z <br />BARRIER <br />I <br />I p r a <br />IIIIII <br />=1 I D • <br />III <br />`2 <br />COMP. SOIL. IIII ° <br />(COMPACTED TO 95% -I I I I =III=III 11= <br />MODIFIED PROCTOR III III III —III —I I I I I <br />ASTM D1557) <br />(2) #5 REBAR CONT._/3" 1 MIN. CLR. <br />ON 3" CHAIRS TYP. 4" 1'4' STD. 90 HOOK (SEE <br />U.N.O. DETAIL) <br />TYPICAL WALL SECTION A <br />SCALE: 3/4" = V-0" ��S3 <br />OPT: DEPRESS SLAB 5 2" DEEP <br />AND 6" BEYOND DOOR TO - <br />RECEIVE PAVERS / DRIVEWAY <br />CONCRETE SLAB <br />PAVERS <br />BLOCK WALL BEYOND <br />14"—[�O.H.D. RECESS �, z <br />00 <br />T <br />SEE A/S3 OR J/S6 ---- -I 1 1 III —III I I <br />-II �I—ilI II[' <br />FOR REINF. INFO. 3" MIN. CLEARANCE <br />1-4- (1 STORY) / 1'-8" (1 STORY w/ DEPRESSED SLAB OPT.) <br />1' 8" (2 STORY) <br />GARAGE DOOR SLAB RECESS <br />SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 <br />ADDITIONAL INFORMATION. <br />2x #2 SPF STUDS —\ <br />@16" O.C. W/ (2) <br />16d TOENAILS T & B <br />v <br />(1) ROW 2x BLOCKING @ MID <br />HGT, FOR WALL HGT. <- 8'-6". (2) <br />ROWS 2x BLOCKING @ 3rd PTS <br />FOR WALL HGT. > 8'-6". <br />112" GYP. WB (MIN.) @ GARAGE SIDE IF z <br />APPLICABLE. <br />2x P.T. PLATE <br />1/4" DIA. X 31/4" TAPCONS @ 24" O/C & <br />@ 6" MAX FROM END OF 2 x PLATE <br />(2) #5 CONT. ON 3" <br />6 x 6 W1.4 x W1.4 N <br />CHAIRS (TYP.)4111- <br />C <br />WWF OR FIBERMESH "' <br />° <br />° <br />° D D I I -III -III -III <br />-III-III-III III -III -III- <br />\r1i <br />D IIII II I II I IIIII I IIIII � ,I' <br />1 8" 1 A v-T , ,-. , ,F, , r.. <br />TYPICAL INTERIOR BEARING <br />WALL W/OUT UPLIFT GG <br />SEE TYP. WALL SECTION <br />FOR ADDITIONAL SLAB <br />INFORMATION. <br />LOAD BEARING OR <br />EXTERIOR WALL <br />SEE CC/S3 OR — <br />G/S3 FOR ANCHOR <br />BOLT INFO. <br />(IF NO UP LIFT ON <br />WALL SEE GG/S3) <br />*USP SPT22 TYP. - <br />MONO OR STEMWALL— <br />FOOTING MONO SHOWN <br />FOR CLARITY <br />NOTE: <br />*FOR BEARING WALL <br />W/ UPLIFT ONLY <br />SCALE:3/4"=V-0" S3 <br />8"x8"x16" NOMINAL BLOCK WITH <br />3/8" MORTAR BETWEEN COURSES <br />3/8" MORTAR BETWEEN <br />SLAB & BLOCK <br />ELEV. V-0" OIL <br />° a 4 A.F.F. <br />a. �r <br />a ° ° a A.F.F. 4 Q . ELEV. -0'-3 1/2" <br />o <br />4 2x4 CONT. LL <br />d ° <br />N <br />GARAGE DEPTH VARIES <br />GARAGE SLAB AT STEP rB <br />l <br />SCALE: 3/4"=V-0" <br />5/8"OR 1/2" HIGH STRENGTH ­` -TRUSS BOTTOM CHORD OR 2x4 BLOCKING <br />(U.N.O.) (OR %8" GYP. TYPE "X" @ W/ 2-16d TOE NAILS @ EACH END <br />GARAGE W/A HABITABLE ROOM <br />ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT <br />S.P.F. DOUBLE CONNECTIONS. PROVIDE (1) USP HTW20 WHEN <br />TOP PLATE TRUSS ALIGNED WITH STUD BELOW <br />USP SPT24 <br />CONNECTOR 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. <br />1/2" CDX PLYWOOD OR 7116" O.S.B. <br />SHEATHING REQ'D. FOR ALL 1) ROW 2x BLOCKING @ MID HGT. FOR WALL <br />EXTERIOR OR SHEAR WALLS AS HGT. < 8'-6 (2) ROWS 2x BLOCKING @ 3rd PTS <br />INDICATED ON THE PLAN. ATTACH FOR WALL HGT. > 8'-6". <br />SHEATHING W/ 8d COMMON NAILS @ NSULATION PER CHART ON SN1 <br />4" O.C. @ BOUNDARIES, 6" O.C. @ <br />EDGES, AND @ 12" O.C. @ FIELD <br />5/8"° x 10" "J" BOLT @ 24" O.C. W/ SP SPT22 CONNECTOR <br />2"°0/16" PLATE WASHER (TYP.) <br />(ALT: 1/2"x12" TITEN HD @ 24" 2x P.T. BOTTOM PLATE <br />O.C. OR 5/8"x10' WEDGE ANCHOR x 6 W1.4 x W1.4 <br />@ 24" O.C.) 211 WWF OR FIBERMESH <br />�31/2" MIN. <br />D=III=1 I I- I'31/2"(min.)- 4" <br />00 <br />D °D -I -III-III <br />31/2"(min.) - 4" I I=III 4 I- <br />-_I- <br />I =III _ III- 11=I III I III -III I I' <br />(2)#5CONT. II iillll���IIII�IIIII�III I IIII- �, <br />4" 1'4" 8" <br />U.N.O. MIN. <br />TYPICAL BEARING WALL as STEP as SHEARWALL C <br />"SHEAR WALL" <br />SCALE: 3/4"=1'-0" <br />5/8"OR 112" HIGH STRENGTH — <br />(U.N.O.) (OR %" GYP. TYPE "X" @ <br />GARAGE W/A HABITABLE ROOM <br />ABOVE) <br />S.P.F. DOUBLE <br />TOP PLATE <br />USP SPT24 <br />CONNECTOR <br />5/I <br />2" <br />(A <br />0. <br />00 <br />fOw . L� <br />O SECU�� <br />1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING <br />ALL LATH AND LATH ATTACHMENTS TO <br />NAILED W/ 8d COMMON NAILS @ 4" O/C <br />BE OUT OF CORROSION -RESISTANT <br />2x S.P.F. STUDS @ 16" O.C. <br />BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. <br />MATERIALS <br />2x STUD <br />SHEAR WALL REQUIRES 2x BLOCKING @SEAMS. <br />,Go \N�o s <br />8" C.M.U. <br />(2) ROWS OF 2x BLOCKING @ <br />2x STUDS @ 16" O/C <br />I <br />THIRD POINTS <br />Vx P.T. STUD <br />INSULATION PER CHART ON SN1 <br />#5 VERT. IN FILLED CELL <br />STUCCO FINISH PER C. 926 3 <br />N <br />LAYERS W/ OTAL THICKNES7/8" <br />S OV RPPLY <br />"J" <br />5/8"° x 10" "J" BOLT @ 24" O/C W/ 2"°X 3/16" <br />METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. <br />CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL <br />5/8"x6" BOLTS BOLT <br />PLATE WASHER TYPICAL <br />3RD LAYER 1/8" THICK. <br />K.O. BLOCK <br />@ 24" O.C. VERT. OR <br />5/8" x 6" EPDXY BOLT OR <br />MIN. 2500 PSI CONCRETE SLAB W/ <br />SP SPT22 @ EA. STUD <br />(6) 1/4"x31/4" TAPCONS <br />6 x 6 W1.4 x W1.4 WWF OR <br />2X P.T. PLATE <br />20" MIN. LAP [24" MIN. LAP] <br />#5 REINFORCING <br />SPACED EVENLY <br />FIBERMESH <br />`2 <br />2x P.T. PLATE <br />WEEP SCREED INSTALLED <br />BAR <br />ASSUMED FINISHED <br />PER MANUF. <br />#3 OR #4 REINFORCING BAR <br />GRADE <br />�„ <br />° <br />D D <br />z <br />#3 & #4 LAP SPLICE <br />GRADE40 MIN. Fy=40ksi <br />— D D <br />FINISH GRADE 60 <br />2 <br />25" MIN. LAP [30" MIN. LAP] <br />[GRADE 60 MIN. Fy=60ksi] <br />° -III=1 -III <br />o °° 6 MIL VAPOR BARRIER -1 I III o D ° I I=III=1 I I=1 I I=_ - <br />1=III=III=III=III=III=I I I I -I I I=I I M I I- #5 REINFORCING BAR R 17/8 <br />D p. o° D. ° ° D III=III—III—III—III—III— Z ' III D: 11=1 11=1 11=1 11=1 I I' T #5 LAP SPLICE <br />° I=1I1=1II—III_II1=1I1=11 II II III —III —III —III —I <br />III I I=1 I I-III=1 i <br />I I I -III —III -I I I-III—Illi- `�' COMP. SOIL. (COMPACTED TO -I I D ° <br />I_III_III_III_III_III�- r 95% MODIFIED PROCTOR ASTM �= I I=III=III=III=1 I "Ill <br />I=II=III ,III D1557) -I II „IIII IIII IIIIIII1I� 1- <br />-,,,-�-�—I �I I II I IIIII I (IIII I Illll l lllll l lllll 11 l lI 11 4" 1, 4„ <br />Iil—I�� <br />FRAME WALL TO C.M.U. WALL CONNECTION rD TYPICAL EXTERIOR FRAME WALL FOOTING <br />SEE TYP. WALL SECTION FOR ADDITIONAL <br />SLAB INFORMATION. <br />SCALE: 3/4"=V-0" S3 SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" <br />SLAB INFORMATION. <br />BLOCK WALL BEYOND <br />EXPANSION JOINT <br />13" O.H.D. RECESS E <br />M 1 <br />T <br />SEEA/S30RJ/S6-----Illii�lllillll Iliiilll= <br />FOR REINF. INFO. 3" MIN. CLEARANCE <br />1'4' (1 STC IRY) <br />V-8" (2 ST RY) <br />GARAGE DOOR SLAB RECESS <br />SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 <br />ADDITIONAL INFORMATION. <br />P.T. 2x <br />1/2" GYP. BD. <br />2 <br />HOLD GYP. BD. <br />1/2" FROM SLAB <br />0 J <br />CONT. BEAD SEALANT <br />. <br />° P <br />INTERIOR <br />2X STUDS @ 24° O.C. u.N.o. <br />a.. 4. <br />-3 1/2" <br />a ° <br />GARAGE <br />CONCRETE NAILS W 1 1/2' <br />1/2" GYPSUM WALLBOARD U.N.O. <br />EMBEDMENT @ 12" O.C. <br />W/ DRYWALL SCREWS @ 8"O.C. <br />STAGGERED, FROM BOTTOM <br />INSULATION PER CHART <br />PLATE TO CONCRETE <br />211 ON FLOOR PLAN <br />(MIN. SHEAR 180# MIN. <br />CONT. BEAD SEALANT <br />TENSION 120#) <br />CONCRETE SLAB <br />d <br />= 6x6W1.4xW1.4 N ' <br />M WWF OR FIBERMESH <br />' <br />M 6 MIL VAPOR <br />BARRIER III-, <br />I IJ , <br />I I I I 1 <br />1 i' <br />I IIIII i IIII=III—III=1 I I=1 I I=1 11= <br />4" 4" <br />INTERIOR WALL SLAB STEP NON-BRG. rK <br />SCALE:3/4"=1'-0" S3 <br />10.1 <br />. REINFORCING 91 HCYOM <br />,6 LAP SPLICE I <br />3 1/2" <br />min.) 4" <br />CO <br />REBAR DETAILS r F <br />SCALE: N.T.S. S3 <br />6x6W1.4xW1.4 <br />WWF OR FIBERMESH <br />GRADE <br />=11-I-III=III=III=III=III=III _ _ <br />=(1) #51REBAR w/ OPT. <br />-III=III-III-III III III=1 I I <br />' �—III—III—III— I I= I 1=1 I I— 11=SCREEN ENCLOSURE <br />MIN. <br />TYPICAL THICKENED SLAB EDGE L <br />SCALE:3/4"=V-0" S3 <br />VARIES <br />1 1/2" RECESS FOR 6 x 6 W1.4 x W1.4 <br />S.G.D. (U.N.O.) WWF OR FIBERMESH N <br />M <br />_ d <br />^t7 <br />;? _ -__- - ° a <br />' d I <br />M li II a a -IIII <br />SEE A/S3/J/S6 -41-11 ,III=1�1 Ir_4� I 1-III , , 18„ <br />FOR REINF. INFO. OPTION #1 <br />SEE TYP. WALL SECTION FOR ADDITIONAL <br />SLAB INFORMATION. <br />SLAB STEP & RECESS S.G.D. rM <br />SCALE:3/4"=V-0" S3 <br />NOTE: <br />SEE SECTION C/S3 FOR <br />ADDITIONAL INFORMATION <br />USP SPT22 CONNECTOR <br />2x P.T. PLATE <br />SPACE ANCHOR <br />BOLTS 6" MAX FROM <br />W END OF 2" x PLATE <br />� D <br />W <br />EL <br />co <br />III=III=III n 6 p . <br />I—III=III=III <br />g ' I=1 11=1 I I I I -I �• <br />'-III,; III IIIIII; I I <br />TRUSS BOTTOM CHORD OR 2x4 BLOCKING W/ <br />2-16d TOE NAILS @ EACH END <br />SEE UPLIFT SCHEDULE FOR UPLIFT <br />CONNECTIONS. PROVIDE (1) USP HTW20 WHEN <br />TRUSS ALIGNED WITH STUD BELOW <br />2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. <br />FOR WALL <br />3 @ 3rd PTS <br />(1) ROW 2x BLOCKING @ MID HGT. <br />FOR WALL HGT. < V-6". (2) ROWS <br />2x BLOCKING @ 3rd PTS FOR <br />WALL HGT. > 8'-6". <br />112" GYP. WB (MIN.) @ GARAGE <br />SIDE IF APPLICABLE. <br />5/8- EXPANSION BOLT @24 " O.C. <br />W/ 7" EMBEDMENT (MIN. SHEAR <br />3500#, MIN. TENSION 2600#) <br />E <br />6x6W1.4xW1.4 <br />WWF OR FIBERMESH r <br />I -III -III -I I IED <br />III 1�1=1�1=1�1=r <br />(2) #5 CONT. =I I I -III, -III, <br />ON T' CHAIRS <br />8" (TYP.) 1'4' 8" <br />TYPICAL INTERIOR BEARING <br />WALL W/ UPLIFT rG <br />SCALE: 3/4"=1'-0" S3 <br />MASONRY WALL AND <br />PAD FOOTING <br />8" MASONRY WALL <br />CONT. FOOTING STEEL <br />00 GRADE — <br />c� = w z <br />EXTEND FILL CELLS <br />TO FOUNDATION PAD _� :d. <br />MAT REINFORCING. T' ' <br />M <br />a a d <br />° <br />°. 1-III;-III,-III,-1' <br />w <br />�o o o =111111111I" a� . l III=III=11_I- - z a <br />u- CJ <br />W <br />III -III -III -III -III I I I -III -III- ' OOTING <br />11-III-III-III-III „I I -1I I-1I I-' BEYOND <br />PAD REINFORCEMENT—/- <br />3" MIN. CLEARANCE <br />(SEE SCHEDULE) FOOTING WIDTH <br />SEE SCHEDULE <br />PATIO COLUMN FTG. DETAIL N <br />SCALE: N.T.S. S3 <br />rn <br />of <br />=W <br />w <br />w Q <br />< <br />c/ <br />o <br />Wd< <br />Q <br />W 0 10� <br />= <br />Z ❑ r� i ���� <br />i' <br />0� <br />N <br />IN <br />CD <br />a:U0 <br />WzJ <br />LL}Q�Wq <br />W < <br />_ 'I <br />s /. <br />P <br />`� <br />^ 4 <br />0 <br />p <br />00 <br />yWJ <br />In <br />poz <br />F- v W <br />z E.> <br />' " a is <br />i <br />1I1- <br />< r O Q <br />,Q <br />(gyp. Q <br />Sy. ,j p4- W y.. <br />r` y< <br />, <br />Z r LL <br />LL Q Q <br />k�. `r 11> <br />C <br />.`! <br />Z <br />� <br />P O W W <br />of U-,, <br />W Q 0� <br />n <br />CaZ2Z <br />W 0 <br />< <br />W <br />� <br />�Q <br />w <br />=ohm <br />F_� <br />Q <br />n, K E <br />o <br />� <br />W L O `! <br />CIO <br />Mry <br />IN <br />t th <br />0 2 O <br />O ULo Q <br />.Ns c� <br />w <br />N <br />W L cO E � <br />70 C) 0 C) <br />a W <br />w <br />ii_j<0�w<,UC'O <br />LL <br />QZ)xQ z�oz2�0E-Q� <br />0zow0-0m0z <br />J0 <br />� <br />00 <br />aU)x <br />< <br />U)wcy _j a>ZY0ZZ'� O W ()9d <br />fA 0 Z <br />Q~W�H�5 62c)a. <br />00W 0¢ezQ< <br />O <br />< LL <br />O <br />Z W <br />0 I— <br />_>(nO <br />w O <br />M O <br />QU)CMt) <br />ti <br />F- r CM <br />Q>- QQO <br />Z U <br />Wz <br />W <br />J0 <br />0 <br />N <br />N <br />o <br />� <br />N <br />O <br />O <br />> <br />LO <br />0 <br />Z z <br />WO <br />W0�> <br />Wu5 <br />Q <br />0 <br />` <br />~ <br />2 <br />/ <br />OW=Q <br />W W <br />H <br />I- <br />W F- � <br />O= <br />I- z <br />z W <br />2E Z X_ <br />W <br />N <br />Lu 00 <br />0 <br />_j <br />a M <br />U <br />LLI <br />U)ZZ <br />z (V <br />�QO <br />Z <br />U <br />U <br />O <br />a <br />r <br />z <br />z <br />W <br />v <br />M <br />04 <br />04 <br />LAST PLOT DATE <br />Jun. 26, 17 <br />O <br />STRUCTURAL <br />J <br />e <br />DETAILS —MONO <br />� ,Ill. .I Abu,,. ...Iir , I if .�I�. �o I ; f Ii _ ff_— - — <br />