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5/8"OR 1/2" HIGH STRENGTH <br />BOTTOM CHORD OR 2x4 BLOCKING <br />5/8"OR 1/2"HIGH STRENGTH <br />\-TRUSS BOTTOM CHORD OR 2x4 BLOCKING W/ <br />(U.N.O.) (OR Y8' GYP. TYPE 'X" @ <br />W/ 2-16d TOE NAILS @ EACH END <br />'X' <br />2-16d TOE NAILS @ EACH END <br />GARAGE W/A HABITABLE ROOM <br />(U.N.O.) (OR V GYP. TYPE @ <br />ABOVE) <br />EE UPLIFT SCHEDULE FOR UPLIFT <br />GARAGE W/A HABITABLE ROOM <br />EE UPLIFT SCHEDULE FOR UPLIFT <br />S.P.F. DOUBLE <br />CONNECTIONS. PROVIDE (1) USP HTW20 WHEN <br />ABOVE) <br />CONNECTIONS. PROVIDE (1) USP HTW20 WHEN <br />TOP PLATE <br />TRUSS ALIGNED WITH STUD BELOW <br />S.P.F. DOUBLE <br />TRUSS ALIGNED WITH STUD BELOW <br />8"x8"xl 6" NOMINAL BLOCK WITH <br />TOP PLATE <br />3/8" MORTAR BETWEEN COURSES <br />USP SPT24 <br />(1) ROW 2x BLOCKING @ MID <br />CONNECTOR <br />2"x S.P.F. (OR EQUAL) STUDS @ 16"O.C. U.N.O. <br />USP SPT24 <br />'x S.P.F. (OR EQUAL) STUDS @ 16' O.C. U.N.O. <br />2x #2 SPF STUDS HGT. FOR WALL HGT. :5 V-15". (2) <br />1/2" CDX PLYWOOD OR 7/16" O.S.B. <br />CONNECTOR <br />@16' O.C. W/ (2) ROWS 2x BLOCKING @ 3rd PTS <br />16d TOENAILS T & FOR WALL HGT. > 8'-6'. <br />SHEATHING REQ'D. FOR ALL <br />EXTERIOR OR SHEAR WALLS AS <br />1) ROW 2x BLOCKING @ MID HGT. FOR WALL <br />HGT. < V-15". (2) ROWS 2x BLOCKING @ 3rd PTS <br />1) ROW 2x BLOCKING @ MID HGT. FOR WALL <br />HGT. < V-13". (2) ROWS 2x BLOCKING @ 3rd PTS <br />E: <br />INDICATED ON THE PLAN. ATTACH <br />FOR WALL HGT. > T-13". <br />FOR WALL HGT. > V-15". <br />Ilk <br />1/2' GYP ' WB (MIN.) @ GARAGE SIDE IF <br />APPLICABLE. <br />3/8" MORTAR BETWEEN <br />SHEATHING W/ 8d COMMON NAILS @ <br />4"O.C. @ BOUNDARIES, 6"O.C. @ <br />EDGES, AND @ 12' O.C. @ FIELD <br />NSULATION PER CHART ON FLOOR PLAN <br />NSULATION PER CHART ON FLOOR PLAN <br />2x P.T. PLATE 1/4" DIA X 3 1/4"TAPCONS @ 24' O/C & ig <br />�� E <br />SLAB & BLOCK <br />5/8"" x 1 0""J" BOLT @ 24" 0 C W/ <br />SP SPT22 CONNECTOR <br />518"* x 1 0""J" BOLT @ 24" O.C. W/ <br />SP SPT22 CONNECTOR <br />(1) LAYER TYPE 11 (#30) <br />@ 6" FROM END OF 2 x PLATE <br />2"*x3/16" PLATE WASHER (TYP.) <br />2"x3/16- PLATE WASHER (TYP.) <br />UNDERLAYMENT FOR ROOF <br />PITCH >4:12 <br />N 3' <br />(2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 <br />CHAIRS (TYP.) c) <br />ELEV. 0'-OmdK <br />(ALT: 1/2"x12"TITEN HD @ 24" <br />2x P.T. BOTTOM PLATE <br />(ALT: 1/2"x12"TITEN HD @ 24" <br />P.T. BOTTOM PLATE <br />(2) LAYERS TYPE I OR TYPE 11 <br />I WWF OR FIBERMESH <br />O.C. OR 5/8"x10'WEDGE ANCHOR <br />A x 6 W1.4 x W1.4 <br />O.C. OR 5/8"x10'WEDGE ANCHOR <br />@ 24' O.C.) <br />1.4 <br />(#15 OR #30) UNDERLAYMENT <br />�L <br />4 <br />E: <br />A.F.F. <br />@ 24' O.C.) <br />WWF OR FIBERMESH <br />FOR ROOF PITCH 4:12 OR <br />A <br />t> <br />1 4 4 <br />-T <br />z <br />' <br />ELEV. 3 1/2 <br />ELEV. 4-3 1/2" <br />31/2"MIN. <br />31/2"MIN. <br />FOR UNDERLAYMENT <br />LESS. <br />..4 <br />4, <br />4 <br />�AF F" <br />A F.F. <br />A <br />REQUIREMENTS SEE R905. <br />PRE ENGINEERED WOOD <br />2x4 CON <br />4 <br />A 1/2" <br />L <br />1/2*(min.)- 4" <br />TRUSS @ 24' O.C. U.N.O. <br />4 <br />00 <br />go <br />(3 "V <br />12 <br />HURRICANE ANCHOR @ EACH <br />4 GARAGE DEPTH VARIES <br />31 <br />L <br />1/2"(min.) <br />(TYP) VARIES <br />2! <br />TRUSS (SEE UPLIFT SCHED.) W/ <br />8" <br />METAL PL, UNDER EA. TRUSS <br />I - <br />LT <br />MOISTURE BARRIER <br />TYPICAL INTERIOR BEARING <br />(2) #5 CONT. 4" :rr <br />,NT. <br />14" 8% <br />(2) #5 CON 4" <br />8" <br />INSU ION LE <br />SHINGLE ROOF <br />U.N.O. <br />MIN. <br />U.N.O. <br />MI <br />7/16" O.S.B. MIN. SEE ROOF <br />WALL W/OUT UPLIFT GG <br />GARAGE SLAB AT STEP <br />TYPICAL BEARING WALL (cD <br />STEP SHEARWALL <br />TYPICAL BEARING WALL @ STEP rc C <br />:Z': <br />NAILING SCHEDULE ON SHT. <br />SEE TYP. WALL SECTION SCALE: 3/4"=V-0" <br />S3 <br />SCALE: 3/4"=1'-0" <br />�3 <br />"SHEAR WALL"' <br />SCALE: 3/4"=1'-0" <br />�, �3 <br />SCALE: 3/4"=V-0" <br />SN1 <br />ELEV. VARIESAJ__� <br />FOR ADDITIONAL SLAB <br />Tm tn. <br />INFORMATION. <br />5/8"OR 1/2" HIGH ALUMINUM DRIP <br />STRENGTH CEILING <br />EDGE <br />BOARD PER CODE (OR 5/8- <br />UMINUM FASCIA <br />1/2"OR 7/16"OSB MIN. PLYWOOD SHEATHING <br />eds <br />GYP. TYPE -X- @ GARAGE <br />W/A HABITABLE ROOM 1 �2' <br />N 2x SUB FASCIA <br />NAILED W/ 8d COMMON NAILS @ 4' O/C <br />ABOVE) W/DRYWALL <br />/-2x S.P.F. S S 1 "O.C. <br />BOUNDARIES, 6' O/C EDGES, AND 12" O/C FIELD. <br />SCREWS @ 7- O.C. <br />EE SOFFIT <br />C4 =. - __j 2x STUD <br />SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. <br />1000 <br />CEILING & 8"O.C. WALLS <br />SHEET <br />LOADBEARINGOR I-.*,- <br />(2) ROWS OF 2x BLOCKING @ <br />16" O/C <br />(1) ROW 2x BLOCKING @ MID HGT. <br />8"x8"X16"KNOCK-OUT <br />EXTERIOR WALL 8"C.M.U. <br />THIRD POINTS <br />x STUDS@ <br />ON <br />NOTE: <br />FOR WALL HGT. :5 8'-6". (2) <br />ROWS 2x BLOCKING @ 3rd PTS <br />INSULATION PER <br />BLOCK W/ 1#5 CONT. <br />1"x P.T. STUD <br />ULATION PER CHART <br />FLOOR PLAN <br />SEE SECTION C/S3 FOR <br />FOR WALL HGT. > 8'-6'. <br />CHART ON FLOOR <br />FILLED SOLID W/GROUT <br />#5 VERT. IN FILLED CELL <br />7/8" STUCCO FINISH <br />PER ASTM C. 926 APPLY 3 <br />ADDITIONAL INFORMATION <br />PLAN <br />SEE CC/S3 OR <br />E �6W OT L <br />�A A <br />S �VE <br />TH' �T <br />-1/2" GYP. WB (MIN.) @ GARAGE <br />I x2 P.T. HORIZON. Ai <br />NAILER <br />8"C.M.U. TYPICAL <br />iOR <br />G/S3 FOR ANCHOR <br />BOLT INFO. 5/8"4""J" BOLTS BOLT <br />5/8"" x 1 0""J" BOLT @ 24" O/C W/ 2"*X 3/16" <br />ETAL LA H, FIRST <br />f 3MRD LAYETR /8. THICK <br />I <br />2 LAYERS 3/8 H1 K <br />C EACH. <br />CONTINUOUS <br />TO FOOTER BELOW 90 NOOK DETAIL <br />@ K.O. BLOCK <br />USP SPT22 CONNECTOR <br />SIDE IF APPLICABLE. <br />(IF NO UP LIFT ON @ 24' O.C. VERT. OR <br />'N <br />PLATE WASHER TYPICAL <br />SPT22 EA. <br />. <br />STUD <br />I <br />2x P.T. PLATE <br />8 EXPANSION BOLT @24 O.C. <br />W/ 7" EMBEDMENT (MIN. SHEAR <br />STD. 90-HOOK (SEE DETAIL) <br />TYPE"S"MORTAR <br />WALL SEE GG/S3) 5/8"x6"EPDXY BOLTOR <br />'3' <br />MIN. 2500 PSI CONCRETE SLAB W/ <br />-USP @ <br />3500#, MIN. TENSION 2600#) r: <br />// 3/5 <br />(6) 1/4'x3 1/4' TAPCONS <br />*USP SPT22 TYP. SPACED EVENLY <br />6 x 6 W1.4 x W1.4 WWF OR <br />P.T. PLATE <br />20- MIN. LAP [24- MINL LAP] #5 REINFORCING <br />x <br />x <br />/< <br />SPACE AN CHOR <br />BOLTS 6" MAX FROM <br />-FE <br />x 6 W1.4 x W1.4 <br />FIBERMESH <br />BAR <br />04 2x P.T. PLATE <br />EEP SCREED INSTALLED <br />x <br />END OF 2- x PLATE <br />F6 <br />WWF OR FIBERMESH V) <br />0 <br />1x2 PT WD FURRING @ 24" O.C.-/ <br />------ARCHITECTURAL <br />FINISH <br />Li ASSUMED FINISHED <br />_w. <br />A GRADE <br />E <br />PER MANUF. <br />j <br />I> <br />2� <br />tO <br />#3 & #4 LAP <br />#3 OR #4 REINFORCING BAR <br />SPLICE GRADE 40 MIN. Fy-- 40ksi <br />[GRADE 60 MIN. Fy-- 60ksil <br />I <br />X <br />/< <br />x <br />X (L <br />11. IP A <br />A <br />1/2"GYPSUM WALLBOARD-` <br />(1) #5 VERT. IN FILL <br />MONO OR STEMWALL <br />FINI SH GRADE <br />25" MIN. LAP [30' MIN. LAP] <br />X <br />U,N.O. <br />CELLS(SEE <br />FOOTING MONO SHOWN <br />;0 <br />;0 <br />X uj <br />LU <br />FOUNDATION PLAN <br />FOR CLARITY <br />6 MIL VAPOR BARRIER t> 0, <br />A - <br />­1 AAA <br />KAX, 777 j <br />R 17/8" <br />FOR LOCATIONS) <br />. =='"" <br />:> IE <br />I> I> E II: I <br />z <br />#5 REINFORCING BAR <br />)< <br />X <br />1x4 P.T. BASE NAILER <br />1=1 I 1=1 I IEI I IEd 11-11 F! z <br />- <br />#5 LAP SPLICE <br />(2) #5 <br />4"x4"INSPECTION <br />--::I I la I F��l <br />NOTE: t> I <br />ON 3" <br />31/4"BASEBOARD <br />PORT AT EACH <br />*FOR BEARING WALL IEEI I IEI I <br />El I IEI I I--'' - <br />COMP. SOIL. (COMPACTED TO A <br />36 MIN. LAP [3T MIN. LAP] <br />(TYP.) <br />114" 8" <br />FILLED CELL TYPICAL <br />W/ UPLIFT ONLY <br />95% MODIFIED PROCTOR ASTM <br />MIN. 2500 PSI CONIC. SLAB <br />AT GARAGE CONTRACTOR <br />D1557) <br />'-#6 <br />MIN PSI MAY VARY PER <br />TO CUT BLOCK OR POUR <br />4" 114" <br />#6 LAP SPLICE <br />REINFORCING BAR #5 STD. <br />90 HaOK <br />TYPICAL INTERIOR <br />BEARING <br />MUNICIPALITY. <br />CURB DUE TO SLOPE <br />CONCRETE SLAB W/ 6X6 <br />--NOTE: EXTEND <br />FRAME WALL TO C.M.U. WALL CONNECTION rD'�� <br />TYPICAL EXTERIOR FRAME WALL <br />FOOTING <br />REBAR DETAILS <br />WALL W/ <br />UPLIFT rG <br />WIAXW1.4 WWF OR <br />'FIBERMESH" <br />DECO FINISH 4"to 6" <br />BELOW GRADE <br />SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" <br />SEE TYP. WALL SECTION FOR ADDITIONAL <br />SCALE: 3/4"=V-0" <br />�' <br />�3 <br />SCALE: N.T.S. <br />� <br />�3 <br />SCALE: 3/4"=V-0" <br />�' �3 <br />SLAB INFORMATION. <br />SLAB INFORMATION. <br />FE <br />X <br />6 x 6 W1.4 x W1.4 <br />11/2" RECESS <br />FOR RIE 6 x 6 W1.4 x W1.4 <br />00 <br />m <br />I <br />;0 <br />I <br />3 lt2" WWF OR FIBERMESH <br />FRAME -DOWN <br />FALSE BEAM w/ (3) <br />EE PLAN <br />SEE ROOF PLAN <br />S.G.D. (U.N.O.) <br />WWF OR FIBER MESH Q 6 <br />-E <br />6 MIL VAPOR <br />min.) 4" <br />10d NAILS TO <br />TRUSS TOP CHORD <br />FOR TRUSS <br />BARRIER I> 4 <br />t> <br />2 <br />a <br />C14 <br />4 <br />-w GRADE <br />SEE PLAN <br />AT 24" O.C. MAX. <br />FOR <br />co NNECTION INFO <br />COMP. SOIL. <br />WUMT�' :1. <br />TOP OF BEA <br />& LAYOUT DESIGN <br />4 <br />(COMPACTED TO 95% <br />1 <br />. x <br />4 1 1=1 I F= (1) #5 REBAR w/ OPT. <br />SEE ROOF PLAN <br />;0 <br />4 . <br />A A <br />MODIFIED PROCTOR <br />E MCLOSURE <br />FOR STRUCTURAL <br />46. <br />ASTM D1557) <br />BEAM SIZE & <br />3" MIN. LR. <br />cn <br />jA <br />(2) #5 REBAR CONT. <br />4 <br />/-'2�1 P.T <br />ATE <br />r <br />CONNECTION INFO <br />ON 3" CHAIRS TYP. 4" 1'.4% L <br />STD. 90 HOOK (SEE <br />MIN. <br />U.N.O. <br />DETAIL) <br />2x4 #2 SYP P.T. <br />FRAMING w/ <br />SEE AIS31J/S6 <br />8- <br />TYPICAL WALL SECTION <br />rA <br />TYPICAL THICKENED SLAB EDGE rL <br />COLUMN <br />LOCAT10N <br />MIN 7/16"O.S.B. <br />z ATTACHED PER <br />0 <br />SHEATHING <br />NAILING <br />FOR REINF. INFO. <br />OPTION #1 <br />SCALE: 3/4" V-0" <br />SCALE: 3/4"=V-0" <br />CO) <br />Lu <br />SCHEDULE <br />SEE <br />TYP. WALL SECTION FOR ADDITIONAL <br />1/2"GYP. BD. <br />P.T. 2x <br />HOLD GYP. BD. <br />1/2" FROM SLAB <br />OLO'-O" CONT. BEAD <br />SEALANT <br />Lu <br />w <br />co SEE FLOOR PLAN <br />FOR <br />SLAB <br />SLAB STEP & <br />INFORMATION, <br />RECESS (cD S.G.D. rm <br />SCALE: 3/41111=11-0111 �3 <br />OPT: DEPRESS SLAB 5 Y2" DEEP <br />AND 6"BEYOND DOOR TO <br />'IF <br />STRUCTURAL COLUMN <br />SIZE <br />RECEIVE PAVERS DRIVEWAY BLOCK WALL BEYOND <br />BLOC K WALL BEYOND <br />INTERIOR <br />2X STUDS <br />@ 24' O.C. U.N.O. <br />& BASE CONNECTION <br />INFO. <br />B <br />CONCRETE SLAB <br />EXPANSION JOINT <br />4. -3 1/2" <br />SECURE 2x4 P.T. <br />BTM. PLATE <br />MASONRY WALL <br />AND <br />14" <br />O.H.D. RECESS <br />PAVERS <br />13" <br />O.H.D. RECESS E!6 <br />GARAGE <br />w/ 1/4"x3"TAPCONS <br />O.C. <br />AT 8" <br />PAD FOOTING <br />1/2"GYPSUM <br />WALLBOARD U.N.O. <br />I <br />8"MASONRY WALL <br />CONCRETE NAILS W 11/2 <br />�<: <br />EXTEND FILL CELLS <br />1\ A <br />EMBEDMENT @ 12- O.C. <br />W/ DRYWALL <br />SCREWS @ 8-O.C. <br />TRIM PER PLAN <br />TOFOUNDATIONPAD <br />:A ".A <br />p <br />STAGGERED, FROM BOTTOM <br />---�INSULATION <br />PER CHART <br />CONT. FOOTING STEEL <br />MAT REIN IN <br />y <br />__j <br />PLATE TO CONCRETE <br />ON <br />FLOOR PLAN <br />cn <br />4 <br />(MIN. SHEAR 180# MIN. <br />CONT. <br />BEAD SEALANT <br />SQUARE CMU BLOCK <br />SIZE VARIES PER <br />BASE, <br />PLAN <br />;0 9 <br />4-. 4 <br />4" <br />co <br />op <br />TENSION 120#) CONCRETE SLA B <br />.4 <br />4" <br />6 x 6 <br />W1.4 x W1.4 C-4 <br />w/ MIN, (2) #5 VERTICALS <br />4 <br />WWF <br />OR FIBERMESH <br />FILLED SOLID <br />ui D <br />b- a 71 JEHI I <br />w <br />--::: u <br />I <br />LLI <br />uj U) w 2 <br />III z <br />�__L_i <br />04 0 <br />RL <br />Mw I I �' <br />BRICK PAVERS <br />or SLAB PER <br />80 3: HE <br />U- III <br />0 <br />SEE A/S3 OR J/S6 <br />SEE A/S3 OR J/S6 <br />6 MIL VAPOR <br />0'-0" <br />FIN. FLR./Jk <br />COMMUNITY SPECS <br />I 1=1 <br />K=I I FEI I S I I a I IE'iffl OOTIN <br />Em `IrE=_::I IG <br />FOR REINF. INFO. 3" MIN. CLEARANCE <br />_m4DT�w <br />FOR REINF. INFO. 3"MIN. CLEARANCE <br />BARRIER <br />11 El I �]�d I F� I 1=1 I 1=1 I I- <br />0 <br />TIG I 1=1 I I= I I i:::,:-1 =1 I 1=1 I 1=' BEYOND <br />1 (1 STORIJ V-8- (1 STORY w/ DEPRESSED SLAB OPT.) <br />1'4' (1 STORY) <br />F LI r, <br />'t <br />PAD REINFORCEM ENT <br />SCHEDULE) <br />3"MIN. CLEARANCE <br />1'18' (2 STOR <br />1'-8' (2 STqRY) <br />4" 4" <br />.'A . 0 . .:. SEE FOUNDATION <br />CONIC. PAD INFO. <br />(SEE <br />FOOTING WIDTH <br />SEE SCHEDULE <br />GARAGE DOOR SLAB RECESS <br />GARAGE DOOR SLAB RECESS <br />INTERIOR WALL SLAB STEP <br />NON-BRG. rK <br />TAPERED <br />COLUMN FRAMING /CD12 <br />PATIO COLUMN <br />FTG. DETAIL <br />SEE TYP. WALL SECTION FOR SCALE: N.T.S. <br />SEE TYP. WALL SECTION FOR SCALE: N.T.S. <br />SCALE: 3/4"=V-0" <br />1\ <br />�' <br />SCALE: 3t4"= V-V <br />SCALE: N.T.S. <br />ADDITIONAL INFORMATION. <br />ADDITIONAL INFORMATION. <br />(Ding <br />zcf) <br />-8 <br />Z <br />z <br />U) <br />V) (D <br />Z <br />(1) <br />c-n <br />4--J Lu <br />m <br />0 Lij <br />-a)- LJO <br />L"') <br />Lc <br />E <br />I'_ <br />-N <br />Lu <br />E <br />8 <br />. <br />am(- <br />Im cv) <br />g ow 'm' <br />*c `714 <br />00 <br />it <br />j <br />:6 . co <br />M <br />0'T <br />0 <br />CO <br />9 : 15� <br />A I <br />a D�' <br />N-C-S-D C <br />N <br />"�b <br />5 <br />Ta c� <br />z <br />