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(1) ROW 2x BLOCKING @ MID 2x#2 SPF STUDS HGT. FOR WALL HGT. s V-6". (2) @16" O.C. W/ (2) ROWS 2x BLOCKING @ 3rd PTS 16d TOENAILS T & B FOR WALL HGT. > 8'-1 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 N (1) LAYER TYPE II (#30) (2) #5 CONT. ON 3 6 x 6 W1.4 x W1.4 '' UNDERLAYMENT FOR ROOF CHAIRS (TYP.) WWF OR FIBERMESH PITCH > 4:12 ° ° (2) LAYERS TYPE I OR TYPE II a (#15 OR #30) UNDERLAYMENT FOR UNDERIAYMENT FOR ROOF PITCH 4:12 OR LESS. D - - REQUIREMENTS SEE R905. PRE ENGINEERED WOOD II TRUSS @ 24" O.C. U.N.O. 12 HURRICANE ANCHOR @ EACH - - ZTy7p.) VARIES TRUSS (SEE UPLIFT SCHED.) W/ METAL PL. UNDER EA. TRUSS MOISTURE BARRIER TYPICAL INTERIOR BEARING INSULA noN LE SHINGLE ROOF 7/16" O.S.B. MIN. SEE ROOF WALL W/OUT UPLIFT GG NAILING SCHEDULE ON SHT. SN1 SEE TYP. WALL SECTION SCALE: 3/4"=V-0" S3 ELEV. VARIES FOR ADDITIONAL SLAB - INFORMATION. 5/8" OR 112"HIGH ALUMINUM DRIP STRENGTH CEILING EDGE BOARD PER CODE (OR 5/8" 8"x8"xl6" 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 — (U.N.O.) (OR V GYP. TYPE "X" @ / (2)16d TOE NAILS @ EACH END GARAGE W/A HABITABLE ROOM (U.N.O.) (OR %" GYP. TYPE "X" @ ABOVE)\_�EE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROOM S.P.F. DOUBLE CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ ABOVE) TOP PLATE (10)10d NAILS WHEN TRUSS ALIGNED WITH S.P.F. DOUBLE STUD BELOW TOP PLATE SIMPSON SP2 w/ (12)10d NAILS 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ 1/2" CDX PLYWOOD OR 7/16" O.S.B. (12)10d NAILS SHEATHING REQ'D. FOR ALL 1) ROW 2x BLOCKING @ MID HGT. FOR WALL EXTERIOR OR SHEAR WALLS AS HGT. < V-6". (2) ROWS 2x BLOCKING @ 3rd PTS INDICATED ON THE PLAN. ATTACH FOR WALL HGT. > V-6". SHEATHING W/ 8d COMMON NAILS @ INSULATION PER CHART ON FLOOR PLAN 4" O.C. @ BOUNDARIES, 6" O.C. @ 3/8" MORTAR BETWEEN EDGES, AND @ 12" O.C. @ FIELD SLAB & BLOCK 5/8"° x 10" "J" BOLT @ 24" O.C. W/ IMPSON SP1 w/ (10)11 NAILS 70016" PLATE WASHER (TYP.) ELEV. 0'-0" (ALT: 1/2"x12" TITEN HD @ 24" 2x P.T. BOTTOM PLATE O.C. OR 5/8"x10' WEDGE ANCHOR x 6 W1.4 x W1.4 A.F.F. @ 24" O.C.) 2 WWF OR FIBERMESH l 31/2" MIN. 31/2" MIN. ELEV.-O'-31/2" z A.F.F. p ° _ ° °'jI'jI'jI�r '3` 1/2"(min.)- 4" _ N °O •rrr ' o •• �•r � — 31/2"(min. - 4" (2) #5 CONT. 4" �r 1'-4" M 8" U.N.O. MIN. TYPICAL BEARING WALL Cad STEP @ SHEARWALL "SHEAR WALL" SCALE: 3/4"=V-0" oS�cJ� GYP. TYPE "X" @ GARAGE ALUMINUM FASCIA 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING Qcs t�E W/A HABITABLE ROOM \12'N.O. 2x SUB FASCIA NAILED W/ 8d COMMON NAILS @ 4" O/C ABOVE) W/DRYWALL EE SOFFIT 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. SCREWS @ 7" O.C. SHEET LOAD BEARING OR 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @SEAMS. ,o MN�� 5 (1) ROW 2x BLOCKING MID HGT. CEILING & 8" O.C. WALLS (2) ROWS OF 2x BLOCKING @ c° @ 8"x8"X16" KNOCK -OUT EXTERIOR WALL 8" C.M.U. 2x STUDS @ 16" O/C FOR WALL HGT. s " ( ) THIRD POINTS NOTE: „6 ' 2 INSULATION PER ULATION PER CHART ON FLOOR PLAN ROWS 2x BLOCKING @ 3rd PTS BLOCK W/ 1#5 CONT. 1"x P.T. STUD SEE SECTION C/S3 FOR 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 c�.l LAYERS W/TOTAL THICKNESS 7/8" OVER 1/2" GYP. WB (MIN.) @GARAGE 1x2 P.T. HORIZONTAL G/S3 FOR ANCHOR METAL LATH. FIRST 2 LAYERS 3/8"THICK EACH. CONTINUOUS TO FOOTER BELOW 90 NOOK DETAIL SIMPSON SP1 w/ SIDE IF APPLICABLE. NAILER 8" C.M.U. TYPICAL BOLT INFO. 5/8"x6" "J" BOLTS BOLT 5/8"° x 11 "J" BOLT @ 24" O/C W/ 2"'X 3/16" (10)11 NAILS (IF NO UP LIFT ON @ 24" O.C. VERT. OR PLATE WASHER TYPICAL 3RD LAYER 1/8 THICK. K.O. BLOCK 2x P.T. PLATE STD. 90-HOOK (SEE DETAIL) WALL SEE GG/S3 5/8" x 6" EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/ IMPSON SP1 wl (10)10d NAILS @ EA. STUD c TYPE "S" MORTAR ) (6)1/4"x31/4" TAPCONS SPACE ANCHOR 6 x 6 W1.4 x W1.4 WWF OR 2X P.T. PLATE 20" MIN. LAP [24" MIN. LAP] BOLTS 6" MAX FROM 6 x 6 W1.4 x W1.4 E *SIMPSON SP1 SPACED EVENLY #5 REINFORCING FIBERMESH W/ (10)10d NAILS �, WEEP SCREED INSTALLED BAR END OF 2" x PLATE WWF OR FIBERMESH 2x P.T. PLATE W , CID ARCHITECTURAL TYP. T PER MANUF. • °11 ° FINISH ASSUMED FINISHED #3 OR #4 REINFORCING BAR 1x2 PT WD FURRING 24" O.C. ' ' GRADE GRADE 40 MIN. Fy= 40ksi a • ' a . @ r ° = z #3 & #4 LAP SPLICE — o 1 #5 VERT. IN FILL z_ �., C FINISH GRADE °O g [GRADE 60 MIN. Fy= 60ksi] a D _ ' () MONO OR STEMWALL o ° _ 25" MIN. LAP [30" MIN. LAP] '- 1/2" GYPSUM WALLBOARD CELLS SEE ° ° - _ w ( FOOTING MONO SHOWN o = U.N.O. FOUNDATION PLAN FOR CLARITY ° D D °D _ _ °D 6 MIL VAPOR BARRIER ;. ° - R 1 7/8" � - - T S FOR LOCATIONS) ° a I=III=I =I I=III=III=l - _ = z #5 REINFORCING BAR I - 1x4 P.T. BASE NAILER I I I=1 I=I I i=I I I=I I I=I I I- ? ' T #5 LAP SPLICE (2) #5 CONT. - 4"x4"INSPECTION D D° _ _ _ • -( I=1 � I—III=III=III—III=1 I � — ON 3" CHAIRS 31/4" BASEBOARD PORT AT EACH NFOOR BEARING WALL g ° D D III=III- I=III=I I= Ii COMP. SOIL. (COMPACTED TO - ° 36" MIN. LAP [36" MIN. LAP] (n,P) 8" 1'-4" 8" ;n FILLED CELL TYPICAL =III=) =III=III=III •• r - 10" W/ UPLIFT ONLY _ _ _ _ _ _ __ __ _ __ _ 95% MODIFIED PROCTOR ASTM N MIN. 2500 PSI CONC. SLAB M AT GARAGE CONTRACTOR III=III=I I=III=1 I I=I 1=III=III=) I i=I I=III=III=III=) I I=III=I D1557) - -rr- - MIN PSI MAY VARY PER cn �III-III—III=1 1=III—I 1=1 I=III=III—I I 1=1 I I=1 I =1 I=III-1' 4" V-4" #6 REINFORCING BAR #5 STD. 90 HOOK °o MUNICIPALITY. TO CUT BLOCK OR POUR i i Ii i) ( I I III -III- 11= i i'— #6 LAP SPLICE TYPICAL INTERIOR BEARING CURB DUE TO SLOPE 1- CONCRETE SLAB W/6X6 n- NOTE:EXTEND FRAME WALL TO C.M.U. WALL CONNECTION D TYPICAL EXTERIOR FRAME WALL FOOTING rE REBAR DETAILS F WALL W/ UPLIFT rG a W1.4XW1.4 WWF OR - DECO FINISH 4" to 6" "FIBERMESH" BELOW GRADE SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S3 SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" �,S3,/) SCALE: N.T.S. S3 SCALE: 3/4"=V-0" S3 SLAB INFORMATION. SLAB INFORMATION. ` 'E � Cl) ° L °° [ 0 6x6W1.4xW1.4 6 MIL VAPOR ► ° z 31/2" WWF OR FIBERMESH o min. BARRIER P; 1 N 4 ° a a v �GRADE COMP. SOIL. °O ° • - - N (COMPACTED TO 95°k -(1) #5 REBAR w/ OPT. N MODIFIED PROCTOR - V_rr ASTM D1557) - S E��NCLOSURE 3" MIN. CLR. - > (2) #5 REBAR CONT. 4'�f ON 3" CHAIRS TYP. 4" 1'-4" STD. 90 HOOK (SEE U.N.O. DETAIL) MIN. TYPICAL WALL SECTION rA TYPICAL THICKENED SLAB EDGE L S3 S3 3 SCALE: 3/4" =1'-0" SCALE: 00 TRUSS BOTTOM CHORD OR 2x4 BLOCKING w/ (2)16d TOE NAILS @ EACH END SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ (10)11 NAILS WHEN TRUSS ALIGNED WITH STUD BELOW --2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. --(1) ROW 2x BLOCKING @ MID HGT. FOR WALI_HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > V-6". —INSULATION PER CHART ON FLOOR PLAN —SIMPSON SP1 w/ (10)10d NAILS /2x P.T. BOTTOM PLATE 6x6W1.4xW1.4 WWF OR FIBERMESH ° 1/21min.)-4" (2) #5 CONT. I "4""j"`I I llf "-4 ,I I ... •I I it i ff U.N.O. TYPICAL BEARING WALL @ STEP SCALE: 3/4"=V-0" N o OPT: DEPRESS SLAB 5Y2" i- DEEP AND 6"BEYOND E DOOR TO RECEIVE BLOCK WALL BEYOND BLOCK WALL BEYOND = PAVERS / DRIVEWAY EXPANSION JOINT `g CONCRETE SLAB 14" 13' PAVERS O.H.D. RECESS .-{ z O.H.D. RECESS _53rn t7 r M • T • T CL - V_I °- i Lrrr rFb'. : [` \IITWTi r• I I I -11yAr%.. • :: I � XIW-Lim-• I C •' I�IIIR;,ILGIII;;ill � •; ;;J��,11 °o FOR REINF. INFO. 3" MIN. CLEARANCE FOR REINF. INFO. 3" MIN. CLEARANCE 1' 4" (1 STOR ) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1'-4" (1 ST RY) M 1' 8" (2 STOR 1'-8" (2 ST RY) GARAGE DOOR SLAB RECESS J,1 GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. ADDITIONAL INFORMATION. P.T. 2x 1/2" GYP. BD. „ HOLD GYP. BD. 1/2" FROM SLAB 001-01, 11 a J CONT, BEAD SEALAh INTERIOR ° -3 1/2" d CONCRETE NAILS W 1 1/2 EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB °° n E� M 6 MIL VAPOR BARRIER =U SEE PLAN 1 1/2" RECESS FOR A I 6 x 6 W1.4 x W1.4 =, FRAME -DOWN FALSE BEAM w/ (3) WWF OR FIBERMESH _N 10d NAILS TO TRUSS TOP CHORD SEE ROOF PLAN S.G.D. (U.N.O.) AT 24" O.C. MAX. FOR TRUSS co SEE PLAN FOR CONNECTION INFO = ° �N .• • + TOP OF BEAM & LAYOUT DESIGN ° SEE ROOF PLAN c W. a ° a a FOR STRUCTURAL _ 41 (- BEAM SIZE & Jd CONNECTION INFO M , • . ° ' . I � I I 2x4 #2 SYP P.T. FRAMING w/ - MIN 7/16" O.S.B. SHEATHING SEE A/S3/J/S6 g" zo ATTACHED PER NAILING FOR REINF. INFO. OPTION #1 W F. SCHEDULE ¢ j SEE TYP. WALL SECTION FOR ADDITIONAL > SLAB INFORMATION. W SEE FLOOR PLAN FOR s W STRUCTURAL COLUMN SIZE SLAB STEP & RECESS S.G.D. M � &BASE CONNECTION INFO. SCALE:3/4"=V-0" S3 2X STUDS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE SEE DETAIL 16/D1 FOR w/ 1/4"x3" TAPCONS AT 8" MASONRY WALL AND GARAGE COLUMN TO PORCH SILL O.C. PAD FOOTING ATTACHMENTS & 18/D1 1/2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM TRIM PER PLAN 8" MASONRY WALL W/ DRYWALL SCREWS @ 8"O.C. ATTACHMENTS EXTEND FILL CELLS TO FOUNDATION PAD ,.. INSULATION PER CHART SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. Q ' ON FLOOR PLAN SIZE VARIES PER PLAN M CONT. BEAD SEALANT w/ MIN. (2) #5 VERTICALS oo-GRADE E �r, FILLED SOLID (SEE PLAN FOR = __ __ = a a _ _�` 6 x 6 W1.4 x W1.4 N SIZE AND REINFORCEMENT) c9 _ = I I=1 I ( =I ° °.=1 I I=III=III=1' =III=I WWF OR FIBERMESH '- Cl) z g a w In 1 I= EI I I -I I=I i v 11=I I=I I= BRICK PAVERS or SLAB PER 00 0 _ -III=1 ! • °• Z ° =III -I I- I i I-i I i-III-III-III 0'-0" FIN. FLR. COMMUNITY SPECS " `� I' -i i t III —III —III —III _ —I I _ M _ _ - FOOTING III —I 11=1 I I_ d I _ II.,EIIIi1I=1ll��I1 -III-III —' BEYOND III „- Illllli�illl- - ; s ..• .• . PAD REINFORCEMENT. EINFORCEMENT ,,ll 3" MIN. CLEARANCE a •'• s C r rrgrr� a •AD INTERIOR TAPERED COLUMN FRAMINPATIO COLUMN FTG. DETAIL s C.9 zg z�z a a to C9 +-' W 0 c t� e 00 m l 901 LU ~ tNp 0 '-Ca N _ "� 76 ao FLv �k4tttl�tiF/rj . ¢ d Al1 BID. "` .. rim R. LU fl} L N ' LL O z a LLZ o N��1it1141�� W c ❑❑ 7o the best of the Engineer's knowledge, Information, and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O Z N 0Ill (U1� �>-I�MO z M Q '0 Lj I a cn .t V_ 0 1 -"% Q Ln LL z U C ,..i Q 000 z E WZ J � Z za J U E8 0 500 a z z F-- Z I� �f [g�j pJ + aL8 N Q Z . Z DC 06 3: o 0 U = H Z "' o 0 LL, d LLIN �oQ Qd- `=fW Z ^�E J Ln r 4 Uj LLJ Z v N 4 z z 0 Z m O oUj rn ,-i 1a Ln f SCALE : AS NOTED DATE : 3/19/2018 TECH: MJAMES VERSION N0. 4nO SHEET NO. S3 (MONO) ZZ