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L- - - - - - - - - - - - - - - <br />IFOR UNDERLAYMENT <br />REQUIREMENTS SEE R905. <br />12 <br />(Typ.) VARIES <br />INSU <br />5/8" OR 1/2" HIGH <br />STRENGTH CEILING <br />BOARD PER CODE (OR 5/8" <br />GYP. TYPE "X" @ GARAGE <br />W/A HABITABLE ROOM <br />ABOVE) W/DRYWALL <br />SCREWS @ 7" O.C. <br />CEILING & 8" O.C. WALLS <br />INSULATION PER <br />CHART ON FLOOR <br />PLAN <br />lx2 P.T. HORIZONIAL <br />NAILER <br />STD. 90-HOOK (SEE DETAIL <br />(1) LAYER TYPE 11 (#30) <br />UNDERLAYMENT FOR ROOF <br />PITCH > 4:12 <br />(2) LAYERS TYPE I OR TYPE 11 <br />FOR ROOF PITCH 4:12 01 <br />(#15 OR #30) UNDERLAYMENT <br />R LESS <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 <br />EDGE <br />ALUMINUM DRIP <br />LUMINUM FASCIA <br />%12'N.O. 2x SUB FASCIA <br />'�­SEE SOFFIT <br />SHEET <br />8"x8"X16" KNOCK -OUT <br />BLOCK W/ 1 #5 CONT. <br />FILLED SOLID W/GROUT <br />8" C.M.U. TYPICAL <br />TYPE 'IS" MORTAR <br />ARCHITECTURAL <br />FINISH <br />lx2 PT WD FURRING @ 24" O.C. <br />A <br />E <br />A <br />2 <br />12- N 0 <br />1/2" GYPSUM WALLBO ARD <br />(1) #5 VERT. IN FILL <br />U.N.O. <br />CELLS(SEE <br />FOUNDATION PLAN <br />FOR LOCATIONS) <br />lx4 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 C ONC.SLAB <br />AT GARAGE CONTRACTOR <br />MIN PSI MAY VARY PER <br />U) <br />TO CUT BLOCK OR POUR <br />MUNICIPALITY. <br />CURB DUE TO SLOPE <br />I <br />CONCRETE SLAB W/ 6X6 <br />0-/-NOTE:EXTEND <br />WlAXW1.4 WWF OR <br />DECO FINISH 4" to 6" <br />"FIBERMESH" <br />BELOW GRADE <br />X <br />;2� <br />co 2 <br />co <br />6 MIL VAPOR <br />;2� <br />I> <br />BARR!�� <br />COMP. SOIL. <br />(COMPACTED TO 95% <br />MODIFIED PROCTOR <br />ASTM D1557) <br />3" MIN. CLR. <br />(2) #5 REBAR CONT.--/ <br />ON 3" CHAIRS TYP. 4" 1'4' STD. 90 HOOK (SEE <br />U.N.O. DETAIL) <br />TYPICAL WALL SECTION <br />SCALE: 3/4" V-0" <br />OPT: DEPRESS SLAB 5Y2" DEEP <br />AND 6" BEYOND DOOR TO <br />RECEIVE PAVERS / DRIVEWAY <br />CONCRETE SLAB:�\ <br />PAVERS <br />BLOCK WALL BEYOND <br />- <br />1 4" <br />O.H.D. RECESS <br />/t A <br />4 60 <br />SEEA/S30RJ/S6---- -li-IF, ILI -Ir-,= <br />FOR REINF. INFO. 3" MIN. CLEARANCE <br />LlI <br />1'4" (1 STORY) V-8" (11 STORY W/ DEPRESSED SLAB OPT.) <br />V-13" (2 STORY) <br />GARAGE DOOR SLAB RECESS <br />SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 <br />ADDITIONAL INFORMATION. <br />V <br />2x#2SPFSTUDS <br />@ 16" O.C. W/ (2) <br />B <br />16d TOENAILS T & <br />2x P.T. PLAT <br />E <br />(2) #5 CONT ON 3" <br />CHAIRS (TYP.) <br />z <br />M 1511 IM <br />1 M I IEI I I­ <br />rb . .. I, <br />> . . <br />''i LI <br />N Y <br />(1) ROW 2x BLOCKING @ MID <br />HGT. FOR WALL HGT. :5 8'-6". (2) <br />ROWS 2x BLOCKING @ 3rd PTS <br />FOR WALL HGT. > 8'-6". <br />1/2" GYP. WB (MIN.) @ GARAGE SIDE IF <br />APPLICABLE. <br />1/4" DIA. X 3 1/4" TAPCONS @ 24" O/C & <br />@ 6" MAX FROM END OF 2 x PLATE E <br />6 x 6 W1.4 x W1.4 <br />Ce) <br />WWF OR FIBERMESH <br />. I <br />i> <br />I a I <br />I IM 9 <br />I. 1 11 1 <br />- - <br />U <br />41fil <br />TYPICAL INTERIOR BEARING <br />WALL W/OUT UPLIFT <br />GG <br />SEE TYP. WALL SECTION SCALE: 3/4"=l'-0" <br />l,'.S3 <br />FOR ADDITIONAL SLAB <br />INFORMATION. <br />rG G <br />8"x8"xl 6" NOMINAL BLOCK WITH <br />3/8" MORTAR BETWEEN COURSES <br />MORTA R BETWEEN <br />J1 <br />�l <br />SLAB & BLOCK <br />C-11 <br />ELEV. 0'-0" <br />. . <br />ve.. <br />A.F.F. <br />4. <br />. . .. * . . j A . _r a .: **,... * - .14' <br />'A' A <br />A. <br />. . . .4 <br />ELEV. 4-3 1/2" <br />A <br />.4. <br />OIL <br />A. F. F. <br />0 <br />.74 <br />A 2 x4 CONT7--/ <br />It <br />U_ <br />. . ... . � A 4 <br />. - --A . <br />Iv <br />CN <br />4 <br />GARAGE DEPTH VARIES <br />. 41f . <br />i <br />.4 <br />_11116 A <br />A <br />GARAGE SLAB AT STEP <br />rB <br />SCALE: 3/4"=V-0" <br />S3 <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 />*SIMPSON SP1 w/ <br />(10) 1 Od NAILS TYP. <br />2xS.P.F.ST <br />DS <br />@ 16" <br />O.C. <br />_2x STUD <br />8" C " M U <br />1 "x P T STUD <br />#5 VERT. IN FILLED CELL <br />518"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 />04 <br />C14 <br />MONO OR STEMWALL--,, <br />FOOTING MONO SHOWN 0; 00 <br />FOR CLARITY <br />10 <br />z <br />NOTE: <br />*FOR BEARING WALL <br />lFral 1­1 Kim. _1 _1 <br />W1 UPLIFT ONLY <br />I trriLLIrTILLtrTiLLArTlijjrriiiitriLLIM <br />FRAME WALL TO C.M.U. WALL CONNECTION <br />SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" <br />1� LS3 <br />SLAB INFORMATION. <br />6 x 6 W1.4 x W1.4 <br />3 1/2" WELDED WIRE MESH <br />min.) 4"--,\ <br />z 4 4 <br />GRADE <br />00 <br />-0) #5 REBAR w/ OPT. <br />�l I IL71 I 1��d I M I I ='I I IM I T=_1 I ri I I - n I I <br />I i=SCREEN ENCLOSURE <br />MIN. <br />TYPICAL THICKENED SLAB EDGE L <br />SCALE: 3/4"=V-0" S3 <br />BLOCK WALL BEYOND <br />EXPANSION JOINT� <br />r-O.H.D. RECESS <br />SEEA/S30RJ/S6--- _lL[:FjI <br />11 <br />FOR REINF. INFO. 3" MIN, CLEARANCE <br />V-4" (1 STORY) <br />V-8" (2 STORY) <br />GARAGE DOOR SLAB RECESS <br />SEE TYP. WALL SECTION FOR SCALE: N.T.S. 3 <br />ADDITIONAL INFORMATION. <br />E <br />5/8"OR 1/2" HIGH STRENGTH <br />(U.N.O.) (OR Y8" GYP. TYPE "X" @ <br />GARAGE W/A HABITABLE ROOM <br />ABOVE) <br />S.P.F. DOUBLE <br />TOP PLATE <br />SIMPSON SP2 wl <br />(12) 10d NAILS <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 (1 <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"xl 2" TITEN H D @ 24" <br />O.C. OR 5/8"xlO'WEDGE ANCHOR <br />O.C.)@ 24 211� <br />3 1/2" MIN <br />= 2� > <br />00 <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) SIMPSON SP1 w/ <br />(10) 1 Od NAILS WHEN TRUSS ALIGNED WITH <br />STUD BELOW <br />2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. <br />ROW 2x BLOCKING @ MID HGT, FOR WALL <br />GT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS <br />OR WALL HGT. > 8'-6". <br />JSULATION PER CHART ON FLOOR PLAN <br />IMPSON SP1 w/ (10) 1 Od NAILS <br />2x P.T. BOTTOM PLATE <br />WWF OR FIBERMESH <br />6 x 6 W1.4 x W1.4 <br />3 1/2"(min.). - I r;:=l I r= -L, <br />111-11-1 <br />I 7E El 4 11 1- <br />(2) # CONT. 81, <br />4" 1'4' <br />U.N.O. MIN. <br />TYPICAL BEARING WALL STEP (o) SHEARWALL_ <br />"SHEAR WALL" SCALE: 3/4"=V-0" <br />5 <br />5/8"OR 1/2" HIGH STRENGTH <br />(U.N.O.) (OR V8" GYP. TYPE 'X" @ <br />GARAGE W/A HABITABLE ROOM <br />ABOVE) <br />S.P.F. DOUBLE <br />TOP PLATE <br />SIMPSON SP2 w/ <br />(12) 10d NAILS <br />5/ <br />2" <br />0 <br />Ca <br />00 <br />1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING <br />_�\V' sl�p <br />9r <br />NAILED W/ 8d COMMON NAILS @ 4" O/C <br />BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. <br />SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. <br />ROWS OF 2x BLOCKING <br />0\ N ops <br />GO <br />(2) @ <br />_2x STUDS @ 16" O/C <br />THIRD POINTS <br />/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 />PLATE WASHER TYPICAL <br />3RD LAYER 1/8" THICK. <br />K.O. BLOCK <br />j <br />SIMPSON SP1 w/(10) 10d NAILS <br />MIN. 2500 PSI CONCRETE SLAB Wl <br />6 x 6 W1.4 x W1.4 WWF OR <br />2 X P.T. PLATE <br />20" MIN, LAP [24" MIN. LAP] <br />#5 REINFORCING <br />FIBERMESH <br />W EEP SCREED INSTALLED <br />BAR <br />lz� <br />E I <br />PER MANUF. <br />N'�'-#3 OR #4 REINFORCING BAR <br />#3 & #4 LAP SPLICE <br />GRADE40 MIN. F�y= 740ksii, <br />J <br />FINISH GRADE 60 <br />25" MIN. LAP [30" MIN. LAP] <br />Y_ <br />_ Oks�j <br />6 <br />[GRADE 60 MIN. Fy= 60ksi] <br />6 MIL VAPOR I a <br />co <br />R 17/8" <br />I TI 77111711 IE <br />El I IEI I I�E, <br />= <br />z <br />#5 REINFORCING BAR <br />1 04 <br />#5 1 AP SPI IrF <br />COMP. SOIL. (COMPACTED TO <br />D1557) <br />95% MODIFIED PROCTOR ASTM <br />I' I' <br />�l �l =L <br />EE I I Ll� IlL <br />I'L <br />4" 1 <br />TYPICAL EXTERIOR FRAME WALL FOOTING <br />Fll <br />SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" <br />SLAB INFORMATION. <br />.T. 2x <br />ol oll <br />% <br />1/2" GYP. BD. <br />-HOLD GYP. BD. <br />1/2" FROM SLAB <br />-CONT. BEAD SEALAN <br />INTERIOR <br />..4. - 1/2" <br />4 - <br />. 1. <br />CONCRETE NAILS W 1 1/2' <br />EMBEDMENT @ 12" O.C. <br />STAGGERED, FROM BOTTOM <br />PLATE TO CONCRETE <br />(MIN. SHEAR 180# MIN. <br />TENSION 120#) CONCRETE S <br />60 <br />c <br />cl) 6 MIL VAPOR <br />BARRIER <br />2X <br />STUDS @ 24" O.C. U.N.O. <br />GARAGE <br />J:�� <br />1/2" GYPSUM WALLBOARD U.N.O. <br />W/ DRYWALL SCREWS @ 8"O.C. <br />INSULATION PER CHART <br />2" <br />ON FLOOR PLAN <br />CONT. BEAD SEALANT <br />'9� <br />I I.- <br />6 x 6 W1.4 x W1.4 <br />WWF OR FIBERMESH <br />14" 14" 1 <br />INTERIOR WALL SLAB STEP NON-BRG <br />SCALE: 3/4"=l'-0" <br />K <br />S3 <br />�111 111111 Ill iiiiiii jllll� III I�lll �111 ��lll I Mom <br />0 1 <br />9b LAF 61JUGE <br />" <br />NOTE: <br />SEE SECTION C/S3 FOR <br />ADDITIONAL INFORMATION <br />SIMPSON SP1 w/ (10) <br />1 Od NAILS <br />2x P.T. PLATE <br />SPACE ANCHOR <br />-I BOLTS 6" MAX FROM <br />END OF 2"x PLATE <br />Lu <br />0 L . :> <br />::,: ME 1 M 11 <br />< <br />0- <br />vv' <br />R <br />FROM <br />REBAR DETAILS <br />K <br />F <br />SCALE: N.T.S. <br />�3 <br />SEE <br />FRAME -DOWN FALSE BEAM W/ (3) <br />10d NAILS TO TRUSS TOP CHORD TRUSS CONNECTION <br />AT 24" O.C. MAX. x <br />x INFO & LAYOUT DESIGN <br />SEE PLAN FOR <br />TOP OF BEAM (II <br />SEE ROOF PLAN FOR <br />STRUCTURALBEAM <br />SIZE & CONNECTION <br />INFO <br />2x4 #2 SYP P.T. FRAMING wl <br />MIN 7/16" O.S.B. SHEATHING <br />COLUMN LOCATION <br />U) <br />W <br />z <br />0 <br />ATTACHED PER NAILING <br />SCHEDULE <br />§ <br />w <br />i <br />w <br />Fn <br />W <br />SEE FLOOR PLAN FOR <br />w <br />cf) <br />STRUCTURAL COLUMN SIZE <br />& BASE CONNECTION INFO. <br />SEE DETAIL 16/Dl FOR <br />COLUMN TO PORCH SILL <br />SECURE 2x4 P.T. BTM. PLATE <br />ATTACHMENTS & 18/Dl <br />W/ 1/4"XT' TAPCONS <br />FOR COLUMN TO BEAM <br />AT 8" O.C. <br />ATTACHMENTS <br />TRIM PER PLAN <br />CMU BLOCK BASE, SIZE <br />VARIES PER PLAN - SEE <br />PLAN FOR SIZE AND <br />co <br />REINFORCEMENT (MIN. (2) #5 <br />VERTICALS FILLED SOLID) <br />BRICK PAVERS OR SLAB PER <br />COMMUNITY SPECS <br />M, 11FA <br />0 <br />0 0 <br />�11. <br />0 <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) SIMPSON SP1 w/ <br />(10) 10d NAILS WHEN TRUSS ALIGNED WITH <br />STUD BELOW <br />-2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. <br />U.N.O. <br />=OR <br />)CKING <br />(2) #5 CONT. <br />ON 3" CHAIRS <br />114' <br />(TYP.) <br />PLAN <br />(1) ROW 2x BLOCKING @ MID HGT. <br />FOR WALL HGT. 15 8'-6". (2) ROWS <br />2x BLOCKING @ 3rd PTS FOR <br />WALL HGT. > 8'-6". <br />1/2" GYP. WB (MIN.) @ GARAGE <br />SIDE IF APPLICABLE. <br />5/8"DIA. EXPANSION BOLT @24 <br />O.C. W/ 7" EMBEDMENT (MIN. SHEAR <br />5 #, IN. EN ION 6 0# <br />c <br />_71 <br />6 x 6 W1.4 x W1.4 Q4 r <br />WWF OR FIBERMESH - 'ff -'r <br />co <br />I I - � MID I �L -LIr <br />C? <br />TYPICAL INTERIOR BEARING <br />WALL W/ UPLIFT <br />rG <br />SCALE: 3/4"=l'-0" <br />1,", �3 <br />VARIE6 <br />1 1/2" RECESS FOR 6 x 6 W1.4 x W1.4 <br />. . . . . . WWF OR FIBERMESH S�! c� <br />cl) E <br />4 <br />4 <br />4 <br />00 . ... ... <br />111-7 <br />ILI - =1 I' <br />cl) <br />SEE AlS3/J/S6 <br />FOR REINF. INFO. <br />OPTION #1 <br />SEE TYP. WALL SECTION FOR ADDITIONAL <br />SLAB INFORMATION. <br />- <br />SLAB STEP & RECESS S.G.D. K�M� <br />SCALE: 3/4"=l'-0" �3 <br />MASONRY WALL AND <br />PAD FOOTING I <br />I <br />8" MASONRY WALL I EXTEND <br />FILL CELLS <br />TO FOUNDATION PAD E, <br />CONT. FOOTING STEEL MAT REINFORCING. Q <br />K A <br />00 GRADE -A - I/ <br />'131 = IMIM V <br />Lu <br />1-- uJ <br />CL W w 14 <br />A w <br />Lu U) z <br />0 <br />< <br />w <br />FOOTING _j <br />BEYOND 0 <br />PAD REINFORCEMEN 3" MIN. CLEARANCE <br />(SEE SCHEDULE) <br />FOOTING WIDTH <br />SEE SCHEDULE <br />PATIO COLUMN FTG. DETAIL rN�� <br />SCALE: N.T.S. S3 <br />o0li I I It/////, <br />N� <br />N <br />C <br />0.8 23 <br />STATf G� <br />ZZ, <br />o.. <br />1.51 4 ORID x, <br />ON KC S�� <br />1/1111 <br />o z< tz <br />M (D F- <br />2 z F-Z 0 <br />, 0 <br />8 P= z 0 L, <br />-_ K 8 - <br />z 5,:, W Ei cr <br />> -ozu, <br />w9z 5��U-� ::) <br />w D <br />Z <br />>RR9? WIZO <br />< <br />< , 2 g. , � K � Ln.� U <br />E �Z. <br />< 0 <br />�-Zxx , <br />< � F t__ jr.p2O <br />X z (n <br />�- <br />-z' 2 9 E28-ww <br />x 2 <br />22�2 'z 2 z 0 <br />W2-t <z 0�� <br />u 0 z <br />>- - 2 � <br />ca 0 z <br />Lu <br />cc > <br />X , < <br />mw=D <br />UM O_ W <br />F- W Lu <br /><E Ln <br />0- <br />00 r (14 <br />L.0 rlj w <br />N cn kD <br />Ln oo oo <br />00 LJ LLj LJ <br />z M r- <br />6 00 Ln <br />CCC- M J <br />Uj Ln 0 LIJ <br />Z 0 ;� 00 <br />u.j <br />_j _ rl <br />(D Lt = < - - <br />z ��e <br />z < �: o ou > <br />> <br />Lu x 0 <br />Lu 1.0 <br />x F- r-� < <br />< Z r, D <br />LLI V) oq < LLJ <br />CL W uJ <br />z <br />0 < <br />> <br />C) <br />C14 <br />0 <br />cu r�, <br />F__4 4- (:D <br />1.0 <br />c:) <br />> V) <br />ro Ln <br />S? t_ <br />9 L_ <br />(A N <br />Q) -2 Ln <br />z <br />L_ U- <br />< CL <br />>, ro <br />u 0�. 00 <br />z E <br />z C:) <br />Lu <br />_j C) <br />U) <br />ui <br />co <br />< <br />ui <br />0 <br />z <br />SCALE AS NOTED <br />DATE 03-11-2019 <br />SHEET NO. <br />S3M <br />