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12 <br />(TYP.) VARIES <br />INSU <br />__(l) LAYER TYPE 11 (#30) <br />UNDERLAYMENT FOR <br />ROOF PITCH 4:12 OR GRATER & <br />(2) LAYERS TYPE I (#1 5) OR <br />TYPE 11 (#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 />5/8"OR 1/2"HIGH---____ <br />ALUMINUM DRIP <br />AL <br />STRENGTH CEILING <br />E <br />EDGE <br />F12' <br />BOARD PER CODE (OR 5/8' <br />GYP. TYPE 'X" @ GARAGE <br />AL <br />LUMINUM FASCIA <br />W/A HABITABLE ROOM <br />N 0. 2x <br />12'\UN.O. 2x SUB FASCIA <br />.jE <br />ABOVE) W/DRYWALL <br />EE SOFFIT <br />SCREWS @ 7 O.C. <br />SHE ET <br />CEILING & 8" O.C. WALLS <br />8. x8"X16" KNOCK -OUT <br />INSULATION PER <br />BLOCK W/ 1#5 CONT. <br />CHART ON SN1 <br />FILLED SOLID W/GROUT <br />lx2 P.T. HORIZON <br />NAILER <br />8"C.M.U. TYPICAL <br />STD. 90-HOOK (SEE DETAIL) <br />I <br />r <br />TYPE"S" MORTAR <br />A RCHITECTURAL <br />/ <br />FINISH <br />lx2 PT WD FUR RING@24'0.C.- <br />1---*- <br />2: <br />(1) #5 VERT. IN FILL <br />1/2"GYPSUM WALLBOARD� <br />CELLS(SEE <br />U.N.O. <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 />3ONC 'LAB\ <br />MIN. 2500 PSI C SLAB <br />ce) <br />AT GARAGE CONTRACTOR <br />MIN PSI MAY VARY PER <br />TO CUT BLOCK OR POUR <br />MUNICIPALITY. <br />CURB DUE TO SLOPE <br />B <br />CONCRETE SLA W/ 6X6 <br />d- /-NOTE:EXTEND <br />WlAXW1.4 WWF OR <br />z <br />- <br />DECO FINISH 4"to 6" <br />"FIBERMESH" <br />BELOW GRADE <br />Ez <br />2� <br />2 <br />6 MIL VAPOR <br />191: <br />BARRIER .131 <br />�.E <br />.. <br />COMP. SOIL.. <br />(COMPACTED TO 95% <br />MODIFIED PROCTOR <br />ASTM D1557) <br />MIN. <br />CLR. <br />(2) #5 REBAR CONT. _/ <br />ON 3" CHAIRS TYP. <br />4" <br />1-4" <br />STD. 90 HOOK (SEE <br />U.N.O. DETAIL) <br />TYPICAL WALL SECTION <br />rA <br />SCALE: 3/4"= V-0" <br />OPT: DEPRESS SLAB 5 Y2" DEEP <br />AND 6" BEYOND DOOR TO - <br />RECEIVE PAVERS / DRIVEWAY <br />CONCRETE SLAB--\ <br />BLOCK WALL BEYOND <br />14" <br />O.H.D. RECESS <br />-C=V <br />__j. <br />4' <br />M <br />SEEA/S30RJ/S6--- <br />FOR REINF. INFO. 3"MIN. CLEARANCE <br />V 4" (1 STORY) 1-4- (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 />ll�l �110�41110- M, <br />(1) ROW 2x BLOCKING @ MID <br />HGT. FOR WALL HGT. !g T-15". (2) <br />ROWS 2x BLOCKING @ 3rd PTS <br />FOR WALL HGT. > 8'-6". <br />1/2- GYP. WB (MIN.) @ GARAGE SIDE IF 2E <br />APPLICABLE. <br />7 <br />1/4" DIA. X 3 1/4" TAPCONS @ 24" O/C & e <br />@ 6" MAX FROM END OF 2 x PLATE E <br />6 x 6 W1.4 x W1.4 <br />01 <br />WWF OR FIBERMESH <br />''"11 1=7 <br />A TI- <br />8' <br />11-4- '8- <br />TYPICAL INTERIOR BEARING <br />WALL W/OUT UPLIFT <br />SEE TYP. WALL SECTION SCALE: 3/4"=V-0" <br />FOR ADDITIONAL SLAB <br />INFORMATION. <br />GG <br />S3 <br />8"x8"x 16" NOM I NAL BLOCK WITH <br />3/8" MORTAR BETWEEN COURSES <br />BETWEEN <br />3/8" 0 TAR <br />SLAB & BLOCK <br />DELEV. 0'-0" <br />OL <br />A. F. F. '-F <br />CD <br />4 41 z <br />-4 4, <br />A <br />4' 4 ELEV. 4-3 1/2" <br />4 <br />A . F.F. 0 <br />A 4 .A 4 A <br />2x4 CON <br />4 4. 44 <br />- 04 <br />A <br />4 4 <br />GARAGE DEPTH VARIES <br />GARAGE SLAB AT STEP rB <br />SCALE: 3/4"=l'-O" <br />S3 <br />"-2x S.P.F. S s 16" O.C. <br />2x STUD <br />LOADBEARINGOR <br />1_`l_ <br />EXTERIOR WALL <br />8" C.M.U. <br />///-l"xPT STUD <br />#5 VERT , IN FILLED CELL <br />SEE CC/S3 OR <br />04 <br />G/S3 FOR ANCHOR <br />BOLTINFO. <br />5/8"x6""J" BOLTS BOLT <br />(IF NO UP LIFT ON <br />@ 24" O.C. VERT. OR <br />WALL SEE GG/S3) <br />5/8" x 6" EPDXY BOLT OR <br />(6) 1/4"x3 1/4" TAPCONS <br />*USP SPT22 TYP. <br />SPACED EVENLY <br />C14 2x P.T. PLATE <br />ASSUMED FINISHED <br />�GRADE <br />MONO OR STEMWALL <br />2� <br />FOOTING MONO SHOWN <br />go <br />FOR CLARITY <br />�>� ___ I rl fj�fj I r= <br />NOTE: <br />F I �1` MI <br />Tl;_� r;:, 4I_ ZC4 <br />*FOR BEARING WALL <br />-1, - <br />I IF <br />W1 UPLIFT ONLY <br />FRAME WALL TO C.M.U. WALL CONNECTION rD <br />SEE TYP. WALL SECTION FOR ADDITIONAL <br />SLAB INFORMATION. <br />EXPANSION JOINT <br />SEE A/S3 OR J/S6 <br />FOR REINF. INFO. <br />SCALE: 3/4"=l'-0" <br />S3 <br />BLOCK WALL BEYOND <br />O.H.D. RECESS <br />3" MIN. CLEARANCE <br />GARAGE DOOR SLAB RECESS <br />SEE TYP. WALL SECTION FOR SCALE: N.T.S. 3 <br />ADDITION <br />AL INFORMATION. <br />cj <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 />1/2"CDX PLYWOOD OR 7116" 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"xl2"TITEN HD @ 24" <br />O.C. OR 5/8"xlO'WEDGE ANCHOR <br />@ 24" O.C.) 21v <br />31/2"MIN. <br />OEM <br />0 0 <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 />11) 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 />USP SPT22 CONNECTOR <br />2x P.T. BOTTOM PLATE <br />x 6 W1.4 x W1.4 <br />WWF OR FIBERMESH <br />1/2"(min.)- 4" <br />2 (m i n.), - Ll�=,� I I=, Q V, <br />III I I =1 <br />lfv <br />(2) #5 CONT. <br />41' 1-4- <br />�.N.O. MIN. <br />TYPICAL BEARING WALL (@ STEP (@ SHEARWALL <br />4 ffill <br />"SHEAR WALL" <br />SCALE: 3/4"=V-0" <br />1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING ALL LATH AND LATH ATTACHMENTS TO <br />NAILED W1 8d COMMON NAILS @ 4" O/C BE OUT OF CORROSION -RESISTANT <br />BOUNDARIES, 6" O/C EDGES, AND 12" OIC FIELD. MATERIALS <br />SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. <br />(2) ROWS OF 2x BLOCKING @ <br />2x STUDS @ 16" O/C <br />THIRD POINTS INSULATION PER CHART ON SN1 <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" METAL LATH. FIRST 2 LAYERS 3/8"THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL <br />PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. @ K.O. BLOCK <br />SP SPT22 @ EA. STUD <br />MIN, 2500 PSI CONCRETE SLAB W/ <br />�2X P.T. PLATE 20" MIN. LAP [24- MIN. LAP] <br />6 x 6 W1.4 x W1.4 WWF OR #5 REINFORCING <br />FIBERMESH BAR - <br />EEP SCREED INSTALLED 7 ------ C-M <br />P <br />c� ER MANUR <br />E �#3 OR #4 REINFORCING BAR <br />Fy= 40ksi <br />GRADE 40 MIN. <br />[GRADE 60 MIN. Fy= 60ksil <br />cl) FINISH GRADE 60 2 25" MIN. LAP [30- MIN. LAP] <br />#3 & #4 LAP SPLICE <br />00 <br />ER_ <br />-I . . .. . t L HM " L Ll'i <br />6 MIL VAPOR BARRI w .. Main- #5 REINFORCING BAR R 17/8" <br />1=1 I 1=1 I F9 I <br />C, <br />V A. <br />COMP. SOIL. (COMPACTED TO <br />95% MODIFIED PROCTOR ASTM I ti I VI I 1�1 I I' <br />FI f=-I I I_ -I I 1=-1 I 1=-1 I I- H Ll�.4 I IF:-' <br />D1557) - - <br />4" 1'4" <br />TYPICAL EXTERIOR FRAME WALL FOOTING <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 />5/8" x 10" "J" BOLT @ 24" O.C. W/ - <br />2"0/16" PLATE WASHER (TYP.) <br />(ALT: 1/2"xl2"TITEN HD @ 24" <br />O.C. OR 5/8"xlO'WEDGE ANCHOR <br />@ 24" O.C.) <br />3 1/2" MIN. <br />;o 4 0 <br />SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=l'-0" <br />SLAB INFORMATION. <br />1/2" GYP. BD. <br />P.T. 2x HOLD GYP. BD. <br />2" 1/2" FROM SLAB <br />CONT. BEAD SEALM <br />OLY-o" .. . I. - <br />INTERIOR <br />4. . - I . . , . -1 -3 1/2" <br />�A. <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 SLAB-__, <br />if <br />6 MIL VAPOR 77 1 1=17-11 <br />BARRIER <br />O.C. U.N.O. <br />2X STUDS @ 24 <br />GARAGE <br />1/2" GYPSUM WALLBOARD U.N.O. <br />W/ DRYWALL SCREWS @ 8"O.C. <br />INSULATION PER CHART <br />ON FLOOR PLAN <br />CONT. BEAD SEALANT <br />x 6 W1.4 x WlA <br />WWF OR FIBERMESH <br />_j 1 <br />14"14"1 <br />INTERIOR WALL SLAB STEP NON -BR <br />G. rK <br />SCALE: 3/4"=V-0" <br />S3 <br />VIM <br />6x6Wl 4 x W1.4 <br />3 1/2" WWF OR FIBERMESH <br />min.) 4"--,, <br />A , A I __­� <br />-:1 / 'o d . . _�] GRADE <br />;o lj� -17 <br />FEI I 'Lu <br />HlIJFT�T=if i .. ... ... -7 <br />g(l) #5 REBAR w/ OPT. <br />I r <br />i I::SCREEN ENCLOSURE <br />MIN. <br />TYPICAL THICKENED SLAB EDGE L <br />SCALE: 3/4*=l'-0" <br />S3 <br />VARIES <br />1 1/2" RECESS FOR <br />S.G.D. (U.N.O.) <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 />ROW 2x BLOCKING @ MID HGT. FOR WALL <br />HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS <br />FOR WALL HGT. > 8-6". <br />_4NSULATION PER CHART ON SN1 <br />--USP SPT22 CONNECTOR <br />2x P.T. BOTTOM PLATE <br />6 x 6 W1.4 x W1.4 <br />/ WWF OR FI BERMESH <br />T <br />14TIUE <br />:T <br />(2) #5 CON <br />4" <br />U.N.O. MIN. <br />6 x 6 W1.4 x W1.4 <br />WWF OR FIBERMESH 'Q c: <br />j <br />A <br />7 <br />I MI 1 111-111 ... I I <br />.... . ... - <br />41 <br />4 <br />TIV <br />11 . . . . . . . <br />SEE A/S3/J/S6 I <br />;f"_ - 8' <br />If 11 F-1 <br />FOR REINF. INFO. <br />OPTION #1 <br />SEE TYP. WALL SECTION FOR ADDITIONAL <br />SLAB INFORMATION. <br />SLAB STEP & RECESS (@ S.G.D. rm_,N� <br />SCALE: 3/4"=V-0" S3 <br />1/2"(min.)- 4" <br />TYPICAL BEARING WALL @ STEP cc <br />SCALE: 3/4"=V-0" <br />S3 <br />NOTE: <br />SEE SECTION C/S3 FOR <br />ADDITIONAL INFORMATION <br />USP SPT22 CONNECTOR <br />2x P.T. PLATE <br />SPACEANCHOR <br />BOLTS 6" MAX FROM <br />< <br />- END OF 2" x PLATE <br />Ill <br />L I <br />0 1 - - - . - . . . <br />_j <br />0. <br />co <br />ui <br />R <br />FROMJ <br />TE <br />(1) ROW 2x BLOCKING @ MID HGT. <br />FOR WALL HGT. :� 8'-6". (2) ROWS <br />2x BLOCKING @ 3rd FITS FOR <br />WALL HGT. > 8'-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 />E <br />6 x 6 W1.4 x WlA <br />WWF OR FIBERMESH <br />t> I <br />. �- . ± Dl;d <br />9 <br />7 <br />1 171 T I I I <br />F;li �1;1 <br />P <br />(2) #5 CONT. <br />ON 3"CHAIRS <br />8 1-4" 811 <br />(TYP.) <br />TYPICAL INTERIOR BEARING <br />WALL W/ UPLIFT <br />K*G <br />SCALE: 3/4"=V-0" <br />LAND <br />q MASONRY WAL <br />PAD FOOTING <br />8" MASONRY WALL _71 <br />y EXTEND FILL CELLS r_ <br />TO FOUNDATION PAD <br />CONT. FOOTING STEEL MAT REINFORCING. cm <br />z <br />00 <br />X <br />0 <br />z Lu <br />I I <br />z <br />0 <br />�z EL ru 5 14 -11 E-91 <br />0 Lu Co ui - 111 40 0 qo <br />00 z: <br />LL 0 .14 <br />�F41= G <br />fff; - <br />9�1 �11 Ll�l �1�_-OOTIN <br />0 <br />Tj BEYOND <br />PAD REINFO 3"MIN. CLEARANCE <br />RCEMEN <br />(SEE SCHEDULE) <br />FOOTING WIDTH <br />SEE SCHEDULE <br />PATIO COLUMN FTG. DETAIL rN <br />SCALE: N.T.S. <br />S3 <br />W <br />F- () <br />tL <br />a z <br />w < <br />< <br />U) <br />04 <br />W CL < <br />lo <br />�ow <br />x <br />zo <br />w () 0 <br />Ill z _j <br />LL <br />ow <br />_j <br />cf) <br />< <br />co <br />-0 C04 Z <br />Ill <br />'u-Z <br />f < <br />aim <br />4t <br />F_ z <br />0 <br />�_ W <br />z <br />z - w <br />p 0 Ill w <br />W LL X <br />X <br />w 0 <br />0 Z <br />>- < <br />im Z Z <br />W (9 <br />U5 <br />XX <br />E <br />Im .� 0 o <br />�o cl u <br />- n 0 M4, 6 <br />cv) C-4 - <br />C3 !.' <br />-0,0 co <br />I s.) <br />C: E <br />:3 0 <br />`0 <br />7n U uj 0 � <br />cO E <br />60 <br />co <br />CL <br />w <br />a Lj Lu 0 F- <br />W w _j wm�o <br />w �0- �7;� �§�czwo z <br />0 0 <br />w <br />o _j cn 0 <br />=)08�2w". <br />M u- 0 w <br />ozmoc,�- <br />a <br />0 I,_ <br />a 0 <br />ou)wws2zolro <br />ug, <br />( 'L To Lou <br />0 MJ z <br />co U- 0 <br />Wz -Z w wo �w =) 0- <br />0 z <br />LL <br />< <br />0 w <br />D <br />Z,,,Qoa. <br />w 0 < <br />z < <br />0 <br />u- 0 <br />CN <br />Z W <br />0 F <br />D <br />> U) 0 <br />z <br />co <br />M CD <br />< u) M <br />In <br />0- a) _j <br />'q <br />U) ILL. <br />z0� <br />< III <If Lo <br />a- cyi <br />W 13 00 <br />z 0 1.- <br />z 3: <br />Lu <br />w <br />_j 0 <br />0 <br />CD <br />0 <br />04 <br />& <br />C14 <br />0 <br />0 <br />C) <br />>1 <br />--:1 <br />1 <br />1 1 <br />1 1 <br />Lo <br />0 <br />Z Z <br />Z 0 <br />Lu V5 <br />cu <br />w <br />W r 5; <br />0 <br />L_ <br />5 iR F5 <br />0 <br />> <br />uj <br />owwM <br />0- 1: <br />LU �- <br />Z <br />F- Cj, <br />Lu <br />co 0 <br />ce <br />�- X z <br />< <br />o <br />Z <br />(D <br />0 <br />it <br />ko <br />Z <br />Z Z U- <br />co <br />0 <br />:5 < <br />2 z <br />o <br />< fn <br />D Z <br />z <br />Z <br />M < 0 <br />z <br />F- <br />0 <br />0 <br />a. <br />< <br />z <br />z <br />UJI <br />_j <br />Ict <br />CN <br />LAST PLOT DATE <br />Mar. 15, 17 <br />0 <br />STRUCTURAL <br />DETAILS -MONO <br />