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5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 BLOCKING TRUS BOTTOM OR 2x4 BLOCKING 5I8"OR 1/2" HIGH STRENGTH S 0 CHORD W/ (U.N.O.) (OR %" GYP. TYPE "X" @ W/ 2-16d TOE NAILS @ EACH END (U.N.O.) (OR %" GYP. TYPE "X" @ 2-16d TOE NAILS @ EACH END GARAGE W/A HABITABLE ROOM ABOVE) EE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROOM EE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. PROVIDE (1) USP HTW20 WHEN ABOVE) CONNECTIONS. PROVIDE (1) USP HTW20 S.P.F. DOUBLE TOP PLATE TRUSS ALIGNED WITH STUD BELOW S.P.F. DOUBLE WHEN TRUSS ALIGNED WITH STUD BELOW 8"x8"x16" NOMINAL BLOCK WITH TOP PLATE 3/8" MORTAR BETWEEN COURSES USP SPT24 (1) ROW 2x BLOCKING @ MID CONNECTOR 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. USP SPT24 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. 2x #2 SPF STUDS HGT. FOR WALL HGT. < V-6". (2) 1/2" CDX PLYWOOD OR 7/16" O.S.B. CONNECTOR U.N.O. _ J @16" O.C. W/ (2) ROWS 2x BLOCKING @ 3rd PTS 16d TOENAILS T & B FOR WALL HGT. > V-6". SHEATHING REQ'D. FOR ALL EXTERIOR OR SHEAR WALLS AS 1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS 1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. < 8'-6". (2) ROWS 2x BLOCKING INDICATED ON THE PLAN. ATTACH FOR WALL HGT. > 8'-6". @ 3rd PTS FOR WALL HGT. > 8'-6'. 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. z v ' 3/8" MORTAR BETWEEN SHEATHING WI 8d COMMON NAILS @ 4" O.C. @ BOUNDARIES, 6" O.C. @ EDGES, AND @ 12" O.C. @ FIELD NSULATION PER CHART ON FLOOR PLAN NSULATION PER CHART ON FLOOR PLAN 2x P.T. PLATE 1/4" DIA. X 3 1/4" TAPCONS @ 24" O/C & c E SLAB & BLOCK 5/8"° x 10" "J" BOLT @ 24" O.C. W/ SP SPT22 CONNECTOR 5/8"° x 10" "J" BOLT @ 24" O.C. W/ SP SPT22 CONNECTOR @ 6" MAX FROM END OF 2 x PLATE _ `�" _ 2"°x3/16" PLATE WASHER (TYP.) 2"°x3/16" PLATE WASHER P ) LAYER TYPE II (#30) (2) #5 CONT- ON 3" 6 x 6 W1.4 x W1.4 CHAIRS (TYP.) `' '- `' ELEV. 0'-0" (ALT: 1/2"x12" TITEN HD @ 24" 2x P.T. BOTTOM PLATE (ALT: 1/2"x12" TITEN HD @ 24" 2x P.T. BOTTOM PLATE UNDERLAYMENT FOR ROOF U WWF OR FIBERMESH Alk O.C. OR 5/8"x10' WEDGE ANCHOR O.C. OR 5/8"x10' WEDGE ANCHOR PITCH >4:12 ° A.F.F. �� @ 24" O.C.) 2 x 6 W1.4 x W1.4 24 O.C. @ " ) 6 x 6 W1.4 x W1.4 2" 0 ° (2) LAYERS TYPE I OR TYPE II s' ° 4 ° WWF OR FIBERMESH WWF OR FIBERMESH (#15 OR #30) UNDERLAYMENT - _ C ° ° ° 4 ° ° ° ELEV. -0'-31/2" �31/2 MIN. " �31/2 MIN. " FOR UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS. - o - ° a ° ° a °'° ° ° ° a a ° a a 4 ° ° Q o A.F.F. O . . REQUIREMENTS SEE R905. PRE ENGINEERED WOOD - I a ° ° 2x4 CONT. ° LL ° -� 1/2"(min ll " " • ° . " " TRUSS @ 24" O.C. U.N.O. I _ I - I ° ° ° g I_. ° . d a a. ° ° a o c� D -,� ° ° - � T .-i�1/2 (min.)-4 ° r ° - 12 HURRICANE ANCHOR @ EACH - -I = I I ` ° ° I ° a GARAGE DEPTH VARIES ° lit- - I - (TYP.) VARIES TRUSS (SEE UPLIFT SCHED.) W/ 8 ° �r METAL PL. UNDER EA. TRUSS ° a Q n 11 - - MOISTURE BARRIER T (2) #5 CONT. 4„ 11'-4" ' 8" (2) #5 CONT. 4N T-46 I "' TYPICAL INTERIOR BEARING U.N.O. MIN. INSU ION LE SHINGLE ROOF 7/16" O.S.B. MIN. SEE ROOF WALL W/OUT UPLIFT rGG""`�GARAGE SLAB AT STEP B U.N.O. TYPICAL BEARING WALL MIN. STEP SHEARWALLK"C� TYPICAL BEARING WALL @ STEP K"CC NAILING SCHEDULE ON SHT. „_ ,- „ SEE TYP. WALL SECTION SCALE: 3/4 -1 0 S3 11_ 1_ " SCALE: 3/4 -1 0 S3 "SHEAR WALL" SCALE: 3/4"=V-0" S3 SCALE: 3/4"=V-0" S3 SN1 ELEV. VARIES FOR ADDITIONAL SLAB - INFORMATION. ALUMINUM DRIP STRENGTH CEILING EDGE sic BOARD PER CODE (OR 5/8" ALUMINUM FASCIA 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING e cs 1\Eo GYP. TYPE "X" @GARAGE NAILED W/ 8d COMMON NAILS @ 4" O/C W/A HABITABLE ROOM 12" N.O. 2x SUB FASCIA 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES 6" O/C EDGES AND 12" O/C FIELD. ABOVE) W/DRYWALL SCREWS @ 7" O.C. EE SOFFIT SHEET 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. N��"�NS 1 ROW 2x BLOCKING MID HGT. () CEILING & 8" O.C. WALLS LOAD BEARING OR EXTERIOR WALL 8" C.M.U. (2) ROWS OF 2x BLOCKING @ 2x STUDS @ 16" 0/C f cod @ FOR WALL HGT. _< 8'-6". (2) ROWS INSULATION PER 8"x8"X16" KNOCK -OUT BLOCK W/ 1#5 CONT. 1"x P.T. STUD THIRD POINTS ULATION PER CHART ON FLOOR PLAN NOTE: 2x BLOCKING @ 3rd PTS FOR SEE SECTION C/S3 FOR WALL HGT. > 8'-6". CHART ON FLOOR FILLED SOLID W/GROUT - #5 VERT. IN FILLED CELL 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION PLAN SEE CC/S3 OR CIr 4 LAYERS W/ TOTAL THICKNESS 7/8" OVER 1/2" GYP. WB (MIN.) @GARAGE 1x2 P.T. HORIZONTAL G/S3 FOR ANCHOR "J" 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 USP SPT22 CONNECTOR SIDE IF APPLICABLE. NAILER 8" C.M.U. TYPICAL BOLT INFO. 5/8"x6" BOLTS BOLT @ 24" O.C. VERT. OR @ PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. K.O. BLOCK 5/8"" EXPANSION BOLT @24 " O.C. STD. 90-HOOK (SEE DETAIL) TYPE "S" MORTAR (IF NO UP LIFT ON WALL SEE GG/S3 ) x 6" EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/ SP SPT22 @ EA. STUD 2x P.T. PLATE W/ 7" EMBEDMENT (MIN. SHEAR 3500#, MIN. TENSION 2600#) *USP SPT22 TYP. (6) 1/4"x3 1/4" TAPCONS SPACED EVENLY 6 x 6 W1.4 x W1.4 WWF OR 2X P.T. PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING SPACE ANCHOR E BOLTS 6" MAX FROM 6 x 6 W1.4 x W1.4 = it 2x P.T. PLATE FIBERMESH 1 WEEP SCREED INSTALLED BAR N END OF 2" x PLATE WWF OR FIBERMESH •= _ ARCHITECTURAL T ASSUMED FINISHED .. c PER MANUF. o #3 OR #4 REINFORCING BAR ° ° e . _ m . . _ FINISH 1x2 PT WD FURRING @ 24 O.C. GRADE = _ , p o z �.,i GRADE 40 MIN. F - 40ksi � #3 & #4 LAP SPLICE r a " (1) #5 VERT. IN FILL MONO OR STEMWALL Z - cTn - o o FINISH GRADE 00 25"MIN. LAP [30" MIN. LAP] (GRADE 60 MIN. Fy= 60ksi] a g - I . 1/2 GYPSUM WALLBOARD CELLS (SEE ° FOOTING MONO SHOWN P 1> _ I I I771= w P U.N.O. FOUNDATION PLAN ° D ° FOR CLARITY ° _ _ °O 6 MIL VAPOR BARRIER P o I A. ° - - 00 w R 1 7/8" FOR LOCATIONS) ° = D D ° D =III -III -III III=i I = N z #5 REINFORCING BAR 1x4 P.T. BASE NAILER p. ° III I=III -III=III=III= ? I ° - - '' #5 LAP SPLICE (2) #5 CONT. - 31/4" BASEBOARD 4'x4 INSPECTION PORT AT EACH NOTE: ° D� ° p . = g 1-III-III=1 *FOR BEARING WALL =III I -III -III= -III= 1- N '- COMP. SOIL. (COMPACTED TO o r 36" MIN. LAP [36" MIN. LAP] ON 3" CHAIRS (TYP,) 8" 1'-4" 8" FILLED CELL TYPICAL =III=III=III=III=III= W/ UPLIFT ONLY _ _ _ _ _ - - - _ _ _ _ ° ' 95 � MODIFIED PROCTOR ASTM I 10" MIN. 2500 PSI CONC. SLAB MIN PSI MAY VARY PER AT GARAGE CONTRACTOR cn TO CUT BLOCK OR POUR III III=III=1 III=1 =III=III=III= 1=III=1 = - = 1 =1 -I 1=1 -I =1 -I 1-1 1=1 1=1 I-III=III-1 -iii- ! !=I 1-1 1=1 L-I 1=1 1=1 1-i-1 1=III=1 .I ! - - 1=1 I- - i- I_ D1557) , , ,, 4" 114" , , #6 REINFORCING BAR #5 STD. 90 HO )K MUNICIPALITY. L-1 � "'-"'- ' - "-" #6 LAP SPLICE TYPICAL INTERIOR BEARING CURB DUE TO SLOPE �-� � CONCRETE SLAB W/6X6 a NOTE:EXTEND FRAME WALL TO C.M.U. WALL CONNECTION D TYPICAL EXTERIOR FRAME WALL FOOTING E REBAR DETAILS rF WALL W/ UPLIFT(*G WlAXW1.4 WWF OR FIBERMESH" DECO FINISH 4" to 6" BELOW GRADE 11_ 1_ " SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4 -1 0 S3 SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S3 SCALE: N.T.S. S3 SCALE: 3/4"=V-0" S3 SLAB INFORMATION. SLAB INFORMATION. N °0 = Z VAR( 6 x 6 W1.4 x W1.4 SEE PLAN 1 1/2" RECESS FOR 6 x 6 W1.4 x W1.4 _ ° o0 31/2" WWF OR FIBERMESH FRAME -DOWN FALSE BEAM w/ (3) SEE ROOF PLAN S.G.D. (U.N.O.) WWF OR FIBERMESH N . 6 MIL VAPOR > - + z �- min. 411 10d NAILS TO TRUSS TOP CHORD FOR TRUSS r M BARRIER , u i • • = ° v ° GRADE SEE PLAN AT 24" O.C. MAX. FOR CONNECTION INFO ° COMP. SOIL. ° T _ * - TOP OF BEAM IV &LAYOUT DESIGN ° (COMPACTED TO 95% _ -1 #5 REBAR w/OPT. SEE ROOF PLAN - _° a a co c °:: MODIFIED PROCTOR-99;9 ASTM D1557)W ' I () - -_ RE N NCLOSURE _ FOR STRUCTURAL ,-I �- �' - 3" MIN. CLR. �II I- � BEAM SIZE & '.+ N � T � (2) #5 REBAR CONT. 4' "8"" alaP.T. I. CONNECTION INFO c� .•, .' , ON 3" CHAIRS TYP. 4" 1'-4" STD. go HOOK(SEE MIN. s PI„� oss I .8 U.N.O. DETAIL) 2x4 #2 SYP P.T. FRAMING w/ - ' I81' TYPICAL WALL SECTION rT� TYPICAL THICKENED SLAB EDGE rL COLUMN LOCATION MIN 7/16" O.S.B. SHEATHING Z ATTACHED PER NAILING SEE A/S3/J/S6 + FOR REINF. INFO. O SCALE: 3/4" = V-0" S3 SCALE: 3/4"=1'-0" S3 � SCHEDULE OPTION #1 w 1/2" GYP. BD. Q > SEE TYP. WALL SECTION FOR ADDITIONAL P.T. 2x > w SLAB INFORMATION. 2" HOLD GYP. BD. K�M� 1/2" FROM SLAB o SLAB STEP & RECESS S.G.D. 1 11 CONT. BEAD SEALANT 0 -0 zi SEE FLOOR PLAN FOR OPT: DEPRESS SLAB 5Y2" DEEP SCALE: 3/4"=V-0" S3 AND 6" BEYOND DOOR TO a ¢ STRUCTURAL COLUMN SIZE RECEIVE PAVERS / DRIVEWAY BLOCK WALL BEYOND BLOCK WALL BEYOND ° a . INTERIOR 2X STUDS @ 24" O.C. U.N.O. a & BASE CONNECTION INFO. MASONRY WALL AND CONCRETE SLAB EXPANSION JOINT ^ ° a ` 31/2" - SECURE 2x4 P.T. BTM. PLATE 14„ O.H.D. RECESS 13' O.H.D. RECESS E a GARAGE w/ 1/4"x3" TAPCONS AT 8" PAD FOOTING PAVERS q z - N CONCRETE NAILS W 1 1/2 fl 1/2 GYPSUM WALLBOARD U.N.O. O.C. " 8 MASONRY WALL ., EXTEND FILL CELLS c = Cl) EMBEDMENT 12" O.C. @ W/ DRYWALL SCREWS @ 8"O.C. TRIM PER PLAN E _ TO FOUNDATION PAD ,,. . • . ' ' ' f �' ^� ' .- . ' . ` ••� . . •. " ' STAGGERED, FROM BOTTOM INSULATION PER CHART CONT. FOOTING STEEL MAT REINFORCING. iv v e. • -' �. ' -rr PLATE TO CONCRETE " ON FLOOR PLAN M - - •".'•� _ •"' •' (MIN. SHEAR 180# MIN. CONT. BEAD SEALANT SQUARE CMU BLOCK BASE, = Z GRADE- a .' .• : ' 4" oo - _ f.• '' I " °Q TENSION 120#) CONCRETE SLAB E _ cr SIZE VARIES PER PLAN _ a T- '� •- 6 x 6 W1.4 x W1.4 iv )� w/ MIN. (2) #5 VERTICALS w ' =1 I ° '.: ' •, ::' - '-:. ' •,' :�' c WWF OR FIBERMESH=III=III=III=I ° M � FILLED SOLID III=III= =III v a o •Ir _ - _ i� v - - = ___ a ��=I BRICK PAVERS or SLAB PER =III= F- W o w cn w-III I -III -III Z o o = - - ! « �. °• Z ♦♦'.' SEE A/S3 OR J/S6 - ; ' . SEE A/S3 OR J/S6 r _ _ _ �'_- _ ° ° 0'-0" FIN. FLR. _ COMMUNITY SPECS - - - = 1= = I -1 I 9 I I- I I I I II--= l l= =III= I I= III= -! I= OOTING v - - - M 6 MIL VAPOR -__! '� =1 = = _- - - - - �' = =III-1 I-III=1=1 1=1 I FOR REINF. INFO. 3" MIN. CLEARANCE FOR REINF. INFO. 3" MIN. CLEARANCE BARRIER =III=1 =!=III=-=' BEYOND 1' " (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1'-4" (1 STORY) -III III III III=! -111- f ,LI �- : ; ' + _•r. ; - !_!! 11= -' - PAD REINFORCEMENT 3" MIN. CLEARANCE 1' 8" (2 STOR ` V-8" 2 STR 11 " 4 4 ♦h4 ,� • SEE FOUNDATION • (SEE SCHEDULE) FOOTING WIDTH , .' .. ,�. CONC. PAD INFO. SEE SCHEDULE GARAGE DOOR SLAB RECESS J,1 GARAGE DOOR SLAB RECESS J INTERIOR WALL SLAB STEP NON-BRG. K TAPERED COLUMN FRAMING rCD`12 PATIO COLUMN FTG. DETAIL N SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 SCALE: 3/4"=1'-0" S3 SCALE: 3/4"-tom SCALE: N.T.S. S3 ADDITIONAL INFORMATION. ADDITIONAL INFORMATION. 'a V z Cl) z� z Q E3 J z V) a) U w 0 •U - 0 w Of f- o v, Mo Vi o U m� M i F- E O f0`C V M N T��!I = N N U O l.L O a0 SO 17,11 � Y ) Lr) O Q rn rnQ o B Dm A 4" N_ t9 Ilfl o o' , 0 z z tp, i1N'i - W C L LL LU b 0. O K a AS a r�] LL W-7 b a� To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code 5th Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O O Z [V O a-J r� C:) > �-` � cv Ln � O n Q LL Ln a re) Q U a" z E J C:) LU d' J oz ce za Wa J �0Uo I- 0�z W CC x � c, r-I J W N �w0 Z Z Q fz O M z � o z > _ O f a Z J W W o o M J V-4 = O gag ��7�Q X O U a0 m a 00- N LL z�� Q WXO Z z W Ll) W� G Q W Q z Q 0 O W 8 O Y a CC z /y� 00 rn Z az Ln z O g = SCALE : AS NOTED DATE : 2/24/2014 TECH: MJAMES VERSION N0. 10 SHEET NO. S3 (MONO)