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V (1) ROW 2x BLOCKING @ MID 2x #2 SPF STUDS HGT. FOR WALL HGT. s 8'-6". (2) @16" O.C. W/ (2) ROWS 2x BLOCKING @ 3rd FITS 16d TOENAILS T & B FOR WALL HGT. > 8'-6". 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE. 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & @ 6" MAX FROM END OF 2 x PLATE E (2) #5 CONT. ON 3"' 6x6W1.4xW1.4 N (1) LAYER TYPE II (#30) CHAIRS (TYP.) WWF OR FIBERMESH UNDERLAYMENT FOR ROOF PITCH 4J12 & (2) LAYERS °. n ° TYPE I OR TYPE II (#15 OR #30) —III=III=III=I m ° UNDERLAYMENT FOR ROOF I=�=T-III I II I I—ITI—ITI=' o ° FOR UNDERLAYMENT PITCH 4:512. II T=1T_I=1 =1 D . ° • II_I11=III=1_TI i,i' REQUIREMENTS SEE R905. PRE ENGINEERED WOOD -III„—I I II I IIII=I _ — _ TRUSS @ 24" O.C. U.N.O. ,I i I —III— I I— I —I I —III—III—I I —III �_I 12 I I I I =1 I f=1 ITWT_I I I I —III III-1 HURRICANE ANCHOR @ EACH (TYP') VARIES TRUSS (SEE UPLIFT SCHED.) W/ g" - METAL PL. UNDER EA. TRUSS MOISTURE BARRIER TYPICAL INTERIOR BEARING INSULA ION LE SHINGLE ROOF 7/16" O.S.B. MIN. SEE ROOF WALL W/OUT UPLIFT rG NAILING SCHEDULE ON SHT. SEE TYP. WALL SECTION S N 1 SCALE:3/4"=1'-0" S3 FOR ADDITI N ELEV. VARIES O . SLAB INFORMATION. - 5/8" OR 1/2" HIGH ALUMINUM DRIP STRENGTH CEILING EDGE BOARD PER CODE (OR 5/8"2 ALUMINUM FASCIA GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM 1, N.O. 2x SUB FASCIA ABOVE) W/DRYWALL EE SOFFIT SCREWS @ 7" O.C. SHEET LOAD BEARING OR CEILING & 8" O.C. WALLS 8"x8"X16" KNOCK -OUT EXTERIOR WALL INSULATION PER BLOCK W/ 1#5 CONT. CHART ON FLOOR FILLED SOLID W/GROUT PLAN SEE CC/S3 OR 1x2 P.T. HORIZONTAL G/S3 FOR ANCHOR NAILER 8" C.M.U. TYPICAL BOLT INFO. STD. 90-HOOK (SEE DETAIL) (IF NO UP LIFT ON TYPE "S" MORTAR WALL SEE GG/S3) *USP SPT22 TYP. - ARCHITECTURAL FINISH 1x2 PT WD FURRING @ 24" O.C. ' 1/2 GYPSUM WALLBOARD (1) #5 VERT. IN FILL MONO OR STEMWALL U.N.O. CELLS (SEE FOOTING MONO SHOWN p FOUNDATION PLAN p FOR CLARITY ° FOR LOCATIONS) 1x4 P.T. BASE NAILER ° 4"x4" INSPECTION 3 1/4" BASEBOARD PORT AT EACH N*FOROTE BEARING WALL g FILLED CELL TYPICAL MIN. 2500 PSI CONC. SLAB W/ UPLIFT ONLY c,) AT GARAGE CONTRACTOR MIN PSI MAY VARY PER TO CUT BLOCK OR POUR MUNICIPALITY, CURB DUE TO SLOPE CONCRETE SLAB W/6X6 NOTE:EXTEND FRAME WALL TO C.M.U. WAL W1.4XW1.4 WWF OR "FIBERMESH" _a DECO " DECO FINISH 4to 6" BELOW GRADE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. 00 ° T-III= 00 6 MIL VAPOR ° z BARRIER I> N I COMP. SOIL. (COMPACTED TO 95% I mIIII I III MODIFIED PROCTOR I I I :7 ASTM D1557) 3" MIN. CLR. (2) #5 REBAR CONT. ON 3" CHAIRS TYP. 4" 1'-4" STD. 90 HOOK (SEE U.N.O. DETAIL) TYPICAL WALL SECTION A SCALE: 3/4" = 1'-0" S3 �I 8"x8"x16" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES GARAGE SLAB AT STEP SCALE: 3/4"=V-0" 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 BLOCKING 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 BLOCKING W/ GARAGE W/A HABITABLE ROOM W/ 2-16d TOE NAILS @ EACH END (U.N.O.) (OR %" GYP. TYPE "X" @ 2- S16d TOE NAILS @ EACH END ABOVE) SEE 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 WHEN S.P.F. DOUBLE TRUSS ALIGNED WITH STUD BELOW TRUSS ALIGNED WITH STUD BELOW TOP PLATE S.P.F. DOUBLE USP SPT24 TOP PLATE 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. U.N.O. 1/2" CDX PLYWOOD OR 7/16" O.S.B. CONNECTOR SHEATHING REQ'D. FOR ALL 1) ROW 2x BLOCKING @ MID HGT. FOR WALL 1) ROW 2x BLOCKING @MID HGT. FOR WALL EXTERIOR OR SHEAR WALLS AS HGT. < T-T. (2) ROWS 2x BLOCKING @ 3rd PTS HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd FITS INDICATED ON THE PLAN. ATTACH FOR WALL HGT. > 8'-T. FOR WALL HGT. > T-6". SHEATHING W/ 8d COMMON NAILS @ NSULATION PER CHART ON FLOOR PLAN NSULATION PER CHART ON FLOOR PLAN 4" O.C. @ BOUNDARIES, 6" O.C. @ 3/8" MORTAR BETWEEN EDGES, AND @ 12" O.C. @ FIELD SLAB & BLOCK 5/8110 x 10 J BOLT @ 24 O.C. W/ SP SPT22 CONNECTOR 5/8"° x 10" "J" BOLT @ 24" O.C. W/ SP SPT22 CONNECTOR 2"°x3/16" PLATE WASHER (TYP.) 2" x3/16" PLATE WASHER (TYP.) (ALT: 1/2"x12" TITEN HD @ 24" 2x P.T. BOTTOM PLATE (ALT: 1/2"x12" TITEN HD @ 24" 2x P.T. BOTTOM PLATE ELEV. 0'-0"Ilk O.C. OR 5/8"x10' WEDGE ANCHOR O.C. OR 5/8"x10' WEDGE ANCHOR A.F.F. @ 24 O.C.) 2" x 6 W1.4 x W1.4 @ 24" O.C.) 2" 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH WWF OR FIBERMESH 3 1/2" MIN. 3112" MIN. ELEV. 4-3 1/2" z A.F.F. p b _ °_ ° ° f I I=I I=I I-1 1/2"(min.)- 4" b ° III=I 11=II '� 1/2"(min.)- 4" 31 /2CIO "(min. - 4" IIII I I— I— _ _ -I I �_�_ II�II�III=III III —III I I' (2)#SCONT. ll 4" 1'4' 8" U.N.O. MIN. TYPICAL BEARING WALL @ STEP @ SHEARWALL SHEAR WALL SCALE: 3/4 -1 0 El I--III-1 11- 31/2"(min.) - 4" �11=III _ p •' _I- =1I F11.11 1 I I I V I IITII I I I zzi'' (2) #5 CONT. I — 14;1 I —III �14_111=8111-' U.N.O. MIN. � TYPICAL BEARING WALL @STEP / CC SCALE:3/4"=1'-0" \ S3 GOO SSG\00-( 112" OR 7/16" OSB MIN. PLYWOOD SHEATHING PGS.1x NAILED W/ 8d COMMON NAILS @ 4" O/C 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" 0/C FIELD. 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. a MN�o S HGT. GGN 6 8" C.M.U. (2) ROWS OF 2x BLOCKING @ 2x STUDS @ 16" O/C FOR WALL HGT. (2)MID 1"x P.T. STUD THIRD POINTS ULATION PER CHART ON FLOOR PLAN NOTE: ROWS 2x BLOCKING @ 3rd FITS SEE SECTION C/S3 FOR FOR WALL HGT. > 8'-6". #5 VERT. IN FILLED CELL 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION CN LAYERS W/ TOTAL THICKNESS 7!8" OVER 1/2" GYP. WB (MIN.) @ GARAGE "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 SIDE IF APPLICABLE. USP SPT22 CONNECTOR 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. 2x P.T. PLATE 518" x 6" EPDXY BOLT OR SP SPT22 @ EA. STUD W/ 7" EMBEDMENT (MIN. SHEAR_ "x3 TAPCONS MIN. 2500 PSI CONCRETE SLAB W/ 6 x 6 WII A x W1.4 WWF OR 2X P.T. PLATE 20" MIN. LAP [24" MIN. LAP] _ SPACE ANCHOR 3500# MIN. TENSION 2600#) SPACED SPACED EVENLY FIBERMESH #5 REINFORCING J BOLTS 6" MAX FROM 6 x 6 W1.4 x W1.4 N - N 2x P.T. PLATE EEP SCREED INSTALLED BAR w END OF 2" x PLATE WWF OR FIBERMESH •- ASSUMED FINISHED c PER MANUF. w #3 OR #4 REINFORCING BAR W c� , ° n p. GRADE CV ° ° ' Z FINISH GRADE g #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi =� [GRADE 60 MIN. Fy= 60ksi] 25" MIN. LAP [30" MIN. LAP] a _ ° _ _ -1 I I —III —III m • ' . p .. ° I=Ll-1L=LI, I —I I 1=III—III I ' I I 11 L1=1 11= D .. 00 6 MIL VAPOR BARRIER III I I° ° .' I I I I=� __ 00 X W #5 REINFORCING BAR R 1 7!8" U' —I i LI=I I I I III=III 11- z� II ---I 1==� fI1I== I1 i i-=1I1 I1 II1==1II 'III' °-1 11I T II II II�WIII #5 LAP SPLICE ,III=1 2) #5 CONT. I I, I 1.. I III=-=_11 IIIII=== II_==IIIIII=--1IIIII-- r III 1I1 II1II1_===1I 1II III COMP. SOIL. (COMPACTTO II I� 36" MIN. LAP [36" MIN. LAP ,, ON 3" CHAIRS 8„ V-4„ 8" (TYP.) �° - �I =II I I_•1Tf= 11_I MODIFIED PROCTOR ASTM D155) TTI 1�I=III—III—III 4" 1'-4° _ I-IWIIII�=�I_1 I III—III—� 10"ED #6 REINFORCING BAR #5 STD. 90 HOOK III-° IIpI=_ III=1 I I-IIIII=—=II _ -- I I=I=I I=I=I=I=I=III- ' IiI ;III IiI Ti-iTi-IT=11— #6 LAP SPLICE TYPICAL INTERIOR BEARING 'ONNECTION rD"l TYPICAL EXTERIOR FRAME WALL FOOTING rE REBAR DETAILS rFN WALL W/ UPLIFT G SCALE: 3/4"=1'-0" BLOCK WALL BEYOND OPT: DEPRESS SLAB 5 z" DEEP EXPANSION JOINT AND 6" BEYOND DOOR TO 13" RECEIVE PAVERS /DRIVEWAY BLOCK WALL BEYOND O.H.D. RECESS CONCRETE SLAB r 14" Cl) PAVERS O.H.D. RECESS z r a :; • R `..j' T= p I —III—I .y Q• • _�=11 Tr CO .-. J .. . � ! ` _ I III —I I • _ r Ill a III=III= I 'L(---LI�I III—III=1 I •. 4° _ ICI I I ;..:� . `. ' : I1—L . —III '•a ' •,' :•' III=1 SEE A/S3 OR J/S6 I I �� 1111=„IJ 111 l l l l IIII I I �'•.� (� Ills FOR REINF. INFO. 3" MIN. CLEARANCE _ 1'-4" (1 STORY) SEE A/S3 OR J/S6 I I i „—, , , III- V-8" (2 ST RY) FOR REINF. INFO. 3" MIN. CLEARANCE 1' " (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) GARAGE DOOR SLAB RECESS 1' 8" (2 STOR ) SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. GARAGE DOOR SLAB RECESS KT,� SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SCALE: 3/4"=1'-0" S3 SCALE: N.T.S. S3 SCALE: 3/4"=1'-0" S3 /- 6 x 6 W1.4 x W1 A P.T. 2x 1/2" GYP. BD. 2„ HOLD GYP. BD. 1/2" FROM SLAB Ol CONT. BEAD SEALANT INTERIOR 2X STUDS @ 24' O.C. U.N.O. a • -3 1� GARAGE CONCRETE NAILS W 1 1/2' 1/2" GYPSUM WALLBOARD U.N.O. EMBEDMENT @ 12" O.C. W/ DRYWALL SCREWS @ 8"O.C. STAGGERED, FROM BOTTOM INSULATION PER CHART PLATE TO CONCRETE ON FLOOR PLAN (MIN. SHEAR 180# MIN. CONT. BEAD SEALANT TENSION 120#) CONCRETE SLAB °o T 6x6W1.4xW1.4 `I WWF OR FIBERMESH r, a M 6 MIL VAPOR BARRIER _,III III III III I�` 4" 4" INTERIOR WALL SLAB STEP NON-BRG. K SCALE:3/4"=1'-0" S3 31/2" WWF OR FIBERMESH min•) 4 ° ° GRADE v °° ----- --111—ICI—I�l l� _ -(1) #5 REBAR w/ OPT. ' I —I I I I I �I I[ I I I— I I —I 11= 11=SCREEN ENCLOSURE MIN, TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=1'-0" S3 VARIES 1 1/2" RECESS FOR 6 x 6 W1.4 x W1.4 S.G.D. (U.N.0.) WWF OR FIBERMESH N M 50 11- r ll, ,I_1=I_I I ,III IIII III . r '11 1 a d M � I I .� • � . ..: SEE A/S3/J/S6 IF FOR REINF. INFO. 1 OPTION #1 SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SLAB STEP & RECESS S.G.D.(�_M� SCALE:3/4"=1'-0" S3 MASONRY WALL AND - PAD FOOTING 8" MASONRY WALL EXTEND FILL CELLS c TO FOUNDATION PAD _ CONT. FOOTING STEEL MAT REINFORCING. r ' 00 GRADE _ - w —III=— — — 1—I Z� W= 1=1 1=1 . —I 1=1 1=1 1=1 I I w °o w II II II • .� . a• . z ILL- ' � I —I—; DOTING � =1 11 I I I —I I I— III —III —III III —III —III— BEYOND PAD REINFORCEMENT -III-III-III-' 3"MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. S3 U _0 Z co o _ z° z o J >z � cn �--� w • U — w 0 � =3 20 ~ o o0 U w E CM Cl) C W M 2•v-cm, —0 Ooo ,= IL CO Uai co 0o.o Q rn ov rnQ o A Gfl g O N U'> LO V � � ©: �-.':._ , v . +� ACV � .: a carp Z U_ y�ho A 'I u0,'"m, M SS,CI~ To the best of the Engi ne4`'.�I�r�f�ri*$}fat! n, and belief, the structural plans an s 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 OCV Z 0 a� N tj f� 00 M Q - Ln L a MON In Q L_U_ F- C>- M Cie U ca '' I CL 00 a Z M WJ CD d' OZ W0-0 w°W°Zz UI- N 0 0 0z 0ag =?w►-Z z sWbo N 0E-_j00� Uj N TT ~ 0.0ZO J O (V (V J 0 W < �NYQe Woos' E q uz, E ZLL, E Z Z W z 0 0 J � Q� aU ILJ LU �� 0ELZ (n T� w ?�Q2Q }- � �z X 0 110 ZI LU ¢ a F O N Q~u_ W > �. 0 Z g z a SCALE : AS NOTED PLOT DATE : 12/7/2012 TECH: FFLORES VERSION NO. 106 JOB NO: 16-6653 SHEET NO. S3 (MONO)