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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 1(#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" O.S.B. MIN. SEE ROOF <br />NAILING SCHEDULE ON SHT. <br />SN1 <br />ELEV. VARIES j <br />5/8" OR 1/2" HIGH ALUMINUM DRIP <br />STRENGTH CEILING EDGE <br />BOARD PER CODE (OR 5/8" ALUMINUM FASCIA <br />GYP. TYPE "X" @ GARAGE <br />W/A HABITABLE ROOM 12" U, N.O. 2x SUB FASCIA <br />ABOVE) W/DRYWALL EE SOFFIT <br />SCREWS @ 7" O.C. SHEET <br />CEILING & 8" O.C. WALLS <br />8"x8"X16" KNOCK -OUT <br />INSULATION PER BLOCK W/ 1#5 CONT. <br />CHART ON SN1 FILLED SOLID W/GROUT <br />1x2 P.T. HORIZONTAL <br />NAILER 8" C.M.U. TYPICAL <br />STD. 90'HOOK (SEE DETAIL) TYPE "S" MORTAR <br />ARCHITECTURAL <br />FINISH <br />1x2 PT WD FURRING @ 24" O.C. <br />1/2" GYPSUM WALLBOARD (1) #5 VERT. IN FILL <br />U.N.O. CELLS (SEE <br />FOUNDATION PLAN <br />FOR LOCATIONS) <br />1x4 P.T. BASE NAILER <br />4"x4" INSPECTION <br />3 1/4" BASEBOARD PORT AT EACH <br />FILLED CELL TYPICAL <br />MIN. 2500 PSI CONC. SLAB ch AT GARAGE CONTRACTOR <br />MIN PSI MAY VARY PER TO CUT BLOCK OR POUR <br />MUNICIPALITY. CURB DUE TO SLOPE <br />CONCRETE SLAB W/ 6X6 a NOTE:EXTEND <br />WlAXW1.4 WWF OR - DECO FINISH 4" to 6" <br />"FIBERMESH" <br />BELOW GRADE <br />N ' '_ �_ <br />M -III=III=1 I r.° L I °° <br />6 MIL VAPOR 111 II I D DI III=III- - `-° <br />III - <br />BARRIER -ITN" <br />' D r 4 I I <br />COMP. SOIL. I I I I D • I Ell 1 <br />(COMPACTED TO 95% =1 I I I =III=III 11= <br />MODIFIED PROCTOR III III III -III -I I I I <br />ASTM D1557) <br />(2) #5 REBAR CONT. 3" MIN. CLR. <br />ON 3" CHAIRS TYP. 4" 1'-4" STD. 90 HOOK (SEE <br />U.N.O. DETAIL) <br />TYPICAL WALL SECTION rA__� <br />SCALE: 3/4" = V-0" S3 <br />OPT: DEPRESS SLAB 5 2" DEEP <br />AND 6" BEYOND DOOR TO <br />RECEIVE PAVERS / DRIVEWAY BLOCK WALL BEYOND <br />CONCRETE SLAB <br />14I' <br />PAVERS -VO.H.D. RECESS M <br />SEE A/S3 OR J/S6 --- -II-I III -III I <br />I I 1I11= <br />II 11—iil I <br />FOR REINF. INFO. 3" MIN. CLEARANCE <br />1'4" (1 STORY) If 1'-8" (1 STORY w/ DEPRESSED SLAB OPT.) <br />1' 8" (2 STOR) <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 />2x P.T. PLATE <br />(2) #5 CONT. ON 3" <br />CHAIRS (TYP.) <br />° I <br />D� D <br />D <br />I-1 T ✓ ° <br />(1) ROW 2x BLOCKING @ MID <br />HGT. FOR WALL HGT. < 8'-6". (2) <br />ROWS 2x BLOCKING @ 3rd PTS <br />FOR WALL HGT, > T-6". <br />1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z <br />APPLICABLE. <br />1/4" DIA. X 31/4" TAPCONS @ 24" O/C & <br />@ 6" MAX FROM END OF 2 x PLATE <br />6x6W1.4xW1.4 <br />WWF OR FIBERMESH <br />-1IIII1=1I1=' .1 o <br />II III-III=III r <br />l 811 <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 />SCALE:3/4"=V-0" S3 <br />SEE CC/S3 OR N <br />G/S3 FOR ANCHOR <br />BOLT INFO. <br />(IF NO UP LIFT ON <br />WALL SEE GG/S3) <br />*USP SPT22 TYP. <br />r <br />8"x8"x16" NOMINAL BLOCK WITH <br />3/8" MORTAR BETWEEN COURSES <br />3/8" MORTAR BETWEEN <br />SLAB & BLOCK <br />"' ELEV. 0'-0" <br />.11 OIL <br />A.F.F. <br />d � _ <br />d C'D <br />A, V <br />d d. <br />a. a aQ a ° 4.. ELEV. -0'-31/2" <br />A. <br />aF.F. °o <br />a 2x4 CONT. a: '. ILL <br />_ <br />CD <br />d GARAGE DEPTH VARIES d. <br />.a d' G <br />d <br />GARAGE SLAB AT STEPrB <br />SCALE: 3/4"=1'-0" <br />S.P.F. STUDS @ 16" O.C. <br />2x STUD <br />8" C.M.U. <br />Vx P.T. STUD <br />#5 VERT. IN FILLED CELL <br />5/8"x6" "J" BOLTS BOLT <br />@ 24" O.C. VERT. OR <br />5/8" x 6" EPDXY BOLT OR <br />(6) 1/4"x3 1/4" TAPCONS <br />SPACED EVENLY <br />2x P.T. PLATE <br />ASSUMED FINISHED <br />GRADE <br />MONO OR STEMWALL z <br />FOOTING MONO SHOWN <br />FOR CLARITY D 41°O <br />° I=1 11=1 11=1 I I-1 11=1 11=_� <br />III-II1-III-III-III-III Z <br />_ _ _ _ <br />• � � ° I -III -III -III -III -III -I I � <br />NOTE:III-III-III=III=III-III= N <br />*FOR BEARING WALL I -III -III -III -III -III=' r <br />W/ UPLIFT ONLY <br />1-1 I L7771 I, ,—j 11 IIII—III—III—III—I1I— <br />I— I <br />FRAME WALL TO C.M.U. WALL CONNECTION rD <br />SEE TYP. WALL SECTION FOR ADDITIONAL <br />SLAB INFORMATION. <br />SCALE:3/4"=V-0" S3 <br />BLOCK WALL BEYOND <br />EXPANSION JOINT <br />13' O.H.D. RECESS � <br />TO <br />M ' <br />N 1 4:a a11 ' <br />t a o. <br />M a i' <br />1- ' �-il _I I J I 1=-I I I� I ,' •. ` .' ��' � . I I 1=1 I � "-" <br />-I I I <br />k 1111III <br />SEE A/S3 OR J/S6--� -I I II 111 II„I 1 I III I 1 <br />FOR REINF. INFO. 3" MIN. CLEARANCE <br />1'4" (1 STORY) <br />1'-8" (2 STORY) <br />GARAGE DOOR SLAB RECESS ri <br />SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 <br />ADDITIONAL INFORMATION. <br />5/8"OR 1/2" HIGH STRENGTH <br />(U.N.O.) (OR 5/" 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 />1/2" CDX PLYWOOD OR 7/16" O.S.B. <br />SHEATHING REQ'D. FOR ALL <br />EXTERIOR OR SHEAR WALLS AS <br />INDICATED ON THE PLAN. ATTACH <br />SHEATHING W/ 8d COMMON NAILS @ <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/ <br />2" x3/16" PLATE WASHER (TYP.) <br />(ALT: 1/2"x12" TITEN HD @ 24" <br />O.C. OR 5/8"x10' WEDGE ANCHOR <br />@ 24" O.C.) 211 <br />�31/2" MIN. <br />D <br />p. , <br />D <br />W <br />°D <br />TRUSS BOTTOM CHORD OR 2x4 BLOCKING <br />W/ 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 />(1) ROW 2x BLOCKING @ MID HGT. FOR WALL <br />HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS <br />FOR WALL HGT. > 8'4"° <br />INSULATION PER CHART ON SN1 <br />USP SPT22 CONNECTOR <br />2x P.T. BOTTOM PLATE <br />6x6W1.4xW1.4 <br />WWF OR FIBERMESH <br />3 1/2"(min.) - 4" I r 1 I -III III -I I I- <br />Ell, <br />I I=1 I I III=III =1 I I=1 I I III -III I �' <br />(2)#5CONT. 11 II „IIIII�III11�11111�111 I.II" <br />4" 1'-4" 88" <br />U.N.O. MIN. <br />TYPICAL BEARING WALL aC� STEP an SHEARWALL <br />"SHEAR WALL" <br />SCALE: 3/4"=V-0" <br />5/8"OR 1/2" 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 />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 />--(1) ROW 2x BLOCKING @ MID HGT. FOR WALL <br />HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS <br />FOR WALL HGT. > 8'-6". <br />—INSULATION PER CHART ON SN1 <br />5/8"° x 10" "J" BOLT @ 24" O.C. W/ SP SPT22 CONNECTOR <br />2"°x3/16" PLATE WASHER (TYP.) <br />(ALT: 1/2"x12" TITEN HD @ 24"Fx <br />x P.T. BOTTOM PLATE <br />O.C. OR 5/8"x10' WEDGE ANCHOR <br />@24"O.C.) 2116W1.4xW1.4 <br />WWF OR FIBERMESH <br />31/2" MIN. <br />00 <br />31/2"(min.)-4"-1I1-1I1 <br />4 <br />I -III -III <br />I�I I�I �II- <br />1/2"(min.)- 4" <br />- <br />I I -I <br />=1 11, 1111 <br />NT <br />(2)#5CO. <br />I I I I-1 11=1 I I <br />141,1 1 �11111��11411�11111�11 <br />I I I -III I' <br />1I''811-1 <br />U.N.O. <br />MIN. <br />roos�G����v <br />1/2" OR 7/16" OSB MIN, PLYWOOD SHEATHING <br />ALL LATH AND LATH ATTACHMENTS TO <br />Qcs <br />NAILED W/ 8d COMMON NAILS @ 4" O/C <br />BE OUT OF CORROSION -RESISTANT <br />BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. <br />MATERIALS <br />__111 <br />SHEAR WALL REQUIRES 2x BLOCKING @SEAMS. <br />X, o s <br />(2) ROWS OF 2x BLOCKING @ <br />2x STUDS @ 16" O/C <br />\ ✓ ,Go <br />l C <br />THIRD POINTS <br />INSULATION PER CHART ON SN1 <br />7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 <br />LAYERS W/ TOTAL THICKNESS 7/8" OVER <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 />PLATE WASHER TYPICAL <br />3RD LAYER 1/8" THICK. <br />@ K.O. BLOCK <br />SP SPT22 @ EA. STUD <br />MIN. 2500 PSI CONCRETE SLAB W/ <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 />FIBERMESH <br />WEEP SCREED INSTALLED <br />BAR <br />PER MANUF. <br />#3 OR #4 REINFORCING BAR <br />#3 & #4 LAP SPLICE <br />GRADE 40 MIN. Fy= 40ksi <br />T ° _ e <br />—1�1=14, <br />FINISH GRADE °° <br />2 <br />25" MIN. LAP [30" MIN. LAP] <br />[GRADE 60 MIN. Fy= 60ksi] <br />III -I -III <br />6 MIL VAPOR BARRIER -III III D <br />11=III=III=III=_ <br />_' <br />-1 I I I I ° ' <br />III -III -III -III-_, <br />T <br />Z <br />#5 REINFORCING BAR <br />III D. <br />I I -I I I -I I I -III -III f <br />#5 I AP SPI ICF <br />COMP. SOIL. (COMPACTED TO I I II I o D- I I-III=1 1= <br />95% MODIFIED PROCTOR ASTM1=111=111=III=I 11=III=III- <br />D1557) III IIIIII IIII IIIII IIIIIIIIIII ,III-1 <br />411 1,_411 <br />TYPICAL EXTERIOR FRAME WALL FOOTING <br />SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" <br />SLAB INFORMATION. <br />P.T. 2x <br />1/2" GYP. BD. <br />2 <br />HOLD GYP. BD. <br />112" FROM SLAB <br />0' -0" <br />CONT. BEAD SEALANT <br />< Q <br />a. <br />' a <br />INTERIOR 2X STUDS @ 24" O.C. U.N.O. <br />d.. <br />-31 <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 />ON FLOOR PLAN <br />(MIN. SHEAR 180# MIN. <br />CONT. BEAD SEALANT <br />TENSION 120#) <br />CONCRETE SLAB E <br />= 6 x 6 W1.4 x W1.4op `I ' <br />c <br />M WWF OR FIBERMESH <br />M 6 M I L VAPOR <br />1=' 1 <br />1= <br />I <br />BARRIER <br />—1II III <br />' I1 <br />1-'� III'i <br />=1 1=1 11=1 11=1 11=1 11= <br />1�1111111111- <br />4" j 4" <br />INTERIOR WALL SLAB STEP NON-BRG. K <br />SCALE:3/4"=V-0" S3 <br />Iv 10.1 <br />#6 REINFORCING BAR #5 STD. 90 HOOK <br />#6 LAP SPLICE <br />REBAR DETAILS rF <br />SCALE: N.T.S. S3 <br />6x6W1.4xW1.4 <br />3 1/2" WWF OR FIBERMESH <br />(min.) 4" <br />a , <br />a a d GRADE <br />00I-1 I RZ, <br />I I I — I I I I I I a I l l REBAR w/ OPT. <br />MIN. <br />TYPICAL THICKENED SLAB EDGE L <br />SCALE:3/4"=V-0" S3 <br />VARIES <br />1 1/2" RECESS FOR <br />S.G.D.(U.N.O.) <br />6x6W1.4xW1.4 <br />WWF OR FIBERMESH <br />I M <br />�M <br />- I I111 III III; <br />ao - - a' ° d a : d <br />Q I <br />M I I I I a a -III I <br />=11 I, ,I 11=1 11=y1 11-1 I I, ,I <br />SEE A/S3/J/S6 4-r-41i 8" <br />FOR REINF. INFO. <br />OPTION #1 <br />SEE TYP. WALL SECTION FOR ADDITIONAL <br />SLAB INFORMATION. <br />SLAB STEP & RECESS C@ S.G.D. K�m <br />SCALE:3/4"=V-0" S3 <br />TYPICAL BEARING WALL @ STEP CC <br />SCALE:3/4"=1'-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 />cn <br />1=III-III=III P g ' I -III -III I I -I • <br />-III,; II1 111111� I. <br />(2) #5 CONT. III,=I <br />ON 3" CHAIRS <br />(TYP) 8" 11.411 <br />(1) ROW 2x BLOCKING @ MID HGT. <br />FOR WALL HGT. < 8'-6". (2) ROWS <br />2x BLOCKING @ 3rd PTS FOR <br />WALL HGT. > V-6". <br />1/2" 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 />6x6W1.4xW1.4 <br />WWF OR FIBERMESH r <br />8" <br />III -I 11 EI I I -I I r a <br />III III -III -III-' r <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 />EXTEND FILL CELLS <br />TO FOUNDATION PAD _E <br />CONT. FOOTING STEEL MAT REINFORCING. r ' <br />00 GRADE <br />c� ~ w ; II III1=III1I II III _ ,._aa I <br />Z-�=III1I111==I dI I-11. <br />II11=I=II-11 I111=-dI , I 1' <br />M <br />WQ0 _ I I0 W <br />�a <br />' I=1 =III=III-III=III I I III=11� -; DOTINGLu <br />-III I I 1=1 I I -III -I 11=1 I I III -III -III- <br />11-III-III-III=1I I „II ...III-1I I-' BEYOND <br />PAD REINFORCEMENT—/' -III-III-I 1-' <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 />= W <br />w <br />LL <br />w Q <br />Q <br />� <br />o <br />N <br />W a Q <br />Z <br />ZQ <br />N <br />w010� <br />of0O <br />ow <br />�Q <br />I0 <br />W Z LL J <br />.N- LLB , e` <br />o <br />0 —w <br />a <br />_~005 <br />HOHw <br />W } <br />�Cz <br />Z <br />u- <br />p 0Ww <br />LL IL <br />0 <br />W p O <br />QZ Lo <br />2& <br />�"V ~ - - <br />i f <br />wz►-Z <br />w cn I- <br />o <br />cn w: <br />w <br />Oo 0 <br />n` E <br />W L <br />ch ry N <br />, <br />N V Qa°° ya <br />AA'' E °L C <br />� W :D 0 2 o <br />°��' <br />U � <br />.N w Q� <br />W L co Ecm" <br />rn <br />- a 'a <br />W <br />(D W <br />0W u� wow <br />w�¢ Wg-i a,Q za Z <br />Q�m it u-UO0, JO <br />Q Q V <br />J<O: <br />oa <br />Q 0 Z LL ILL _j z¢¢ <br />~ I- <br />(owawinwwwunw�¢Z <br />-1Oa0ZYOZz" <br />(AILL Z <br />pwO�a <br />Qow����-�Wo�L) <br />0Q p O 0Qz <br />QLL <br />a <br />O <br />Z W <br />0� <br />(n O <br />0 M 00 <br />J Lo <br />LL d' <br />Q W Q � <br />I-�a.M <br />T_ <br /><U<00 <br />Z 1— <br />W <br />W <br />�o <br />CO <br />0 <br />0 <br />N <br />C3� <br />N <br />d' <br />0 <br />c <br />� <br />o <br />0 <br />>� <br />Lo <br />0 <br />Z Z <br />ZO <br />Lu <br />Wwu) <br />Uo�o <br />>_ <br />W <br />Oa=Q <br />wl-� <br />V J <br />LL <br />~_ <br />w <br />ce <br />=I <br />- =z <br />Q <br />�Z3: <br />V <br />� <br />� Z <br />kJo <br />Z Z LL <br />r <br />W (� <br />O-12W <br />0 <br />Q M <br />UL0ZZ <br />z (V <br />Sao <br />Z <br />U <br />U <br />� <br />co <br />Q <br />z <br />z <br />J <br />co <br />o <br />(Y) <br />LAST PLOT DATE <br />May. 24, 17 <br />0 <br />STRUCTURAL <br />_I <br />DETAILS -MONO <br />