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(1) ROW 2x BLOCKING @ MID 2x #2 SPF STUDS HGT. FOR WALL HGT. s 8'-6". (2) J @16" O.C. W/ (2) ROWS 2x BLOCKING @ 3rd PTS 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 (1) LAYER TYPE II (#30) (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 r UNDERLAYMENT FOR ROOF CHAIRS (TYP.) WWF OR FIBERMESH t' PITCH > 4:12 (2) LAYERS TYPE I OR TYPE II a (#15 OR #30) UNDERLAYMENT S81' D ° ' I I—q FOR UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS.�'� —IREQUIREMENTS SEE R905. PRE ENGINEERED WOODTRUSS @ 24" O.C. U.N.O.11 12 HURRICANE ANCHOR @ EACH�'(TYP.) TRUSS (SEE UPLIFT SCHED.) W/ I= - VARIES METAL PL. UNDER EA. TRUSS MOISTURE BARRIER TYPICAL INTERIOR BEARING INSULA rON LE SHINGLE ROOF 7/16" O.S.B. MIN. SEE ROOF WALL W/OUT UPLIFT rG G NAILING SCHEDULE ON SHT. SEE TYP. WALL SECTION SCALE: 3/4"=1'-0" SN1 ELEV. VARIES FOR ADDITIONAL SLAB S3 INFORMATION. 5/8" OR 112" HIGH ALUMINUM DRIP STRENGTH CEILING EDGE BOARD PER GODE OR 5/8" 5/8"OR 1/2" HIGH STRENGTH ---- (U.N.O.) (OR %" GYP. TYPE ")C@ GARAGE W/A HABITABLE ROOM ABOVE) S.P.F. DOUBLE 8"x8"xl6" NOMINAL BLOCK WITH TOP PLATE 3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ (12)10d NAILS 1/2" CDX PLYWOOD OR 7/16" O.S.B. SHEATHING REQ'D. FOR ALL EXTERIOR OR SHEAR WALLS AS INDICATED ON THE PLAN. ATTACH SHEATHING W/ 8d COMMON NAILS @ 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/ x3/i6" PLATE WASHER (TYP.) Cl) , !7 ]!1 (ALT: 1/2"x12" TITEN HD @ 24" ELEV. 0'-0O.C. OR 5/8"x10' WEDGE ANCHOR A.F.F. 211 ° d �31/2" MIN. 4-3 ° ° ELEV.1/2" z d d ° d ° d 2x4 CONT°. ° A.F.F. pU_ ;0 z-r tr 0 •. Ll -TRUSS BOTTOM CHORD OR 2x4 BLOCKING 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 BLOCKING w/ w/ (2)16d TOE NAILS @ EACH END a „ „ „ (2)16d TOE NAILS @ EACH END (U.N.O.) (OR / GYP. TYPE X @ 'SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROOM EE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ ABOVE) CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ (10)10d NAILS WHEN TRUSS ALIGNED WITH S.P.F. DOUBLE (10)10d NAILS WHEN TRUSS ALIGNED WITH STUD BELOW TOP PLATE STUD BELOW •2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ Tx S.P.F. (OR EQUAL) STUDS @ 16" O.C. (12)10d NAILS U.N.O. �1) ROW 2x BLOCKING @MID HGT. FOR WALL 1) ROW 2x BLOCKING @MID HGT. FOR HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS WALL HGT. < 8'-6". (2) ROWS 2x BLOCKING FOR WALL HGT. > 8'-6". @ 3rd PTS FOR WALL HGT. > 8'-6". .INSULATION PER CHART ON FLOOR PLAN NSULATION PER CHART ON FLOOR PLAN SIMPSON SP1 w/ (10)10d NAILS SIMPSON SP1 w/ (10)10d NAILS '2x P.T. BOTTOM PLATE 2x P.T. BOTTOM PLATE 0x6W1.4xW1.4 2„ 6x6W1.4xW1.4 WWF OR FIBERMESH WWF OR FIBERMESH C31/2" MIN. r I�31/2"(min.)- 4" e r e ' r 1/2"(min.)- 411 r CD p ° ° GARAGE DEPTH VARIES — � — I (2) #5 CONT. 4" ' 1'-4" 8" GARAGE SLAB AT STEP rB TYPICAL BEARING WALL Cud STEP na SHEARWALL SCALE: 3/4"=V-0" S3 "SHEAR WALL" SCALE: 3/4"=V-0" SCALE:3/4"=V-0" S3 GYP. TYPE "X" @GARAGE ALUMINUM FASCIA 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING Qcs c W/A HABITABLE ROOM 12" N.O. 2x SUB FASCIA NAILED W/ 8d COMMON NAILS @ 4" O/C 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES AND 12" O/C FIELD. ABOVE) W/DRYWALL EE SOFFIT SCREWS @ 7" O.C. SHEET 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @SEAMS. \o �,\��0 5 LOAD BEARING OR coN (1) ROW 2x BLOCKING @MID HGT. CEILING & 8" O.C. WALLS EXTERIOR WALL 8" C.M.U. (2) ROWS OF 2x BLOCKING @ 2x STUDS @ 16" O/C FOR WALL HGT. < 8'-6". (2) 8"x8"X16" KNOCK -OUT THIRD POINTS NOTE: ULATION PER CHART ON FLOOR PLAN ROWS 2x BLOCKING @ 3rd PTS INSULATION PER 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 5/810 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 SIMPSON SP1 w/ SIDE IF APPLICABLE. 8" G.M.U. TYPICAL 5/8"x6" "J" BOLTS BOLT (10)10d NAILS NAILER BOLT INFO. 3RD LAYER 1/8"THICK. K.O. BLOCK 24" O.C. VERT. OR PLATE WASHER TYPICAL STD. 90-HOOK (SEE DETAIL) (IF NO UP LIFT ON �° 2x P.T. PLATE ^ 5/8" x 6" EPDXY BOLT OR IMPSON SP1 w/ (10)10d NAILS @ EA. STUD TYPE "S" MORTAR WALL SEE GG/S3) MIN, 2500 PSI CONCRETE SLAB W/ (6) 1/4"x3 1/4" TAPCONS SPACE ANCHOR *SIMPSON SP1 6 x 6 W1.4 x W1.4 WWF OR ZX P.T. PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING " E SPACED EVENLY FIBERMESH BOLTS 6 MAX FROM 6 x 6 W1.4 x W1.4 N wl (10)10d NAILS WEEP SCREED INSTALLED BAR END OF 2" x PLATE WWF OR FIBERMESH r "' 2x P.T. PLATE -1 u.i M � 3 ARCHITECTURAL TYP. c PER MANUF. o 0 0 FINISH ASSUMED FINISHED #3 OR #4 REINFORCING BAR 1x2 PT WD FURRING @ 24 O.C.4_ a. �� t GRADE i., ° ° ° z #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi a 0 D FINISH GRADE o0 [GRADE 60 MIN. Fy= 60ksi] p . • - 4 ? M p o • 25" MIN. LAP [30" MIN. LAP] (1) #5 VERT. IN FILL MONO OR STEMWALL _ 1/2" GYPSUM WALLBOARD g LU ,10 CELLS (SEE FOOTING MONO SHOWN p p o — — W _ U.N.O. FOUNDATION PLAN _ 6 MIL VAPOR BARRIER — — - FOR CLARITY o A. ° r R 1 7/8" `� I _ FOR LOCATIONS) p p D p =I 11=I 11=III= 1 1= I I=I I -- N Z #5 REINFORCING BAR I 1x4 P.T. BASE NAILER a III=I I E9 11=1 I I —I I I —I 11= z ' ' — (2) #5 CONT. - I — I I 1-I I I-1 11-I 11-I I I -I I -- I r ON 3" CHAIRS N 4"x4" INSPECTION o D ° p — — — — — — I • I — #5 LAP SPLICE _ PORT AT EACH NOTE: a III=III=III=III=III=III C.I _ 3s" MIN. LAP [36" MIN. LAP) Tr 31/4" BASEBOARD COMP. SOIL. (COMPACTED TO — 8" 1'-4" 8" FOR BEARING WALL I=1 I I=1 i I=III=III=III= � � T (TYP.) �n FILLED CELL TYPICAL _ _ _ _ _ _ _ _ _ _=i 95% MODIFIED PROCTOR ASTM — I 10" W/ UPLIFT ONLY _ ,,, MIN. 2500 PSI CONC. SLAB M AT GARAGE CONTRACTOR III=1 1=) =III=I I 1=III= (1=1 I=1 =1 I I=III=I =I 11= I 1=1 =1 I I D1557) I , MIN PSI MAY VARY PER U) =1 I I -I I I —III —I I=I =1 =I I 1=1 I I=III=1 I 1=1 I 1=1 I 1=III=I I 1-1 4" 114" #6 REINFORCING BAR #5 STD. 90 HOOK N — TO CUT BLOCK OR POUR �� =1�-I�1_-�I,;,�I��I��ITI„T,,,I�-III,-III=1'- #6LAPSPLICE TYPICAL INTERIOR BEARING co MUNICIPALITY. CURB DUE TO SLOPE 5 CONCRETE SLAB W/6X6 a NOTE:EXTEND FRAME WALL TO C.M.U. WALL CONNECTION rD TYPICAL EXTERIOR FRAME WALL FOOTING E REBAR DETAILS rF WALL W/ UPLIFT G a W1.4XW1.4 WWF OR DECO FINISH 4" to 6" "FIBERMESH" SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" BELOW GRADE S3 SLAB INFORMATION. Nr ° I 6x6W1.4xW1.4 31/2" WWF OR FIBERMESH 6 MIL VAPOR > z *- min. 4" o BARRIER D p 1 N - ° ° a ° GRADE COMP. SOIL. T O0 (COMPACTED TO 95% _ 4 - MODIFIED PROCTOR (1) #5 REBAR W/ OPT. N TVENCLOSURE ASTM D1557) z (2) #5 REBAR CONT.--/3" MIN. CLR. 4" ON 3" CHAIRS TYP. 4" 1'-4" STD. 90 HOOK (SEE U.N.O. DETAIL) MIN. TYPICAL WALL SECTION q TYPICAL THICKENED SLAB EDGE rL " - S3 SCALE: 3/4"=V-0" S3 � SCALE: 3/4 -1-0 a N i E OPT: DEPRESS SLAB 5Y" '- DEEP AND 6" BEYOND BLOCK WALL BEYOND BLOCK WALL BEYOND o DOOR TO RECEIVE EXPANSION JOINT = PAVERS / DRIVEWAY CONCRETE SLAB 14' 13' PAVERS O.H.D. RECESS L� � I chi/ U . ' T SEE A/S3 OR J/S6 7rr T co FOR REINF. INFO. 3" MIN. CLEARANCE 1' " (1 STOR ) / 1'-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STOR ) GARAGE DOOR SLAB RECESS J.1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 a ADDITIONAL INFORMATION. O.H.D. RECESS E <V ' _I. 4 C9 SEE A/S3 OR J/S6 FOR REINF. INFO. 3 MIN. CLEARANCE V-4" (1 STORY) V-8" (2 ST RY) GARAGE DOOR SLAB RECESS J SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SCALE: 3/4"=V-0" S3 SCALE: N.T.S. S3 SCALE: 3/4"=V-0" S3 SEE PLAN 1 1/2" RECESS FOR VARIES6 x 6 W1.4 x W1.4 FRAME -DOWN FALSE BEAM w/ (3) SEE ROOF PLAN S.G.D. (U.N.O.) WWF OR FIBERMESH N 10d NAILS TO TRUSS TOP CHORD FOR TRUSS AT 24" O.C. MAX. CONNECTION INFO - ° Cl) SEE PLAN FOR &LAYOUT DESIGN TOP OF BEAM SEE ROOF PLAN oo C ° e d .Q A P.T. 2x 1/2" GYP. BD. 2" HOLD GYP. BD. 1/2" FROM SLAB 0 Q J CONT. BEAD SEALANT Q 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 a 00 1 E� _ M 6 MIL VAPOR BARRIER 4" 4" INTERIOR WALL SLAB STEP NON-BRG. K SCALE:3/4"=V-0" S3 FOR STRUCTURAL BEAM SIZE & N CONNECTION INFO M _ . ° d' 2x4 #2 SYP P.T. FRAMING w/ SEE A/S31J/S6 II MIN 7/16 O.S.B. SHEATHING 8 o ATTACHED PER NAILING FOR REINF. INFO. C EDULE OPTION 01 w S H SEE TYP. WALL SECTION FOR ADDITIONAL > J SLAB INFORMATION. R PLAN FOR SEE ORAL o w STRUCTTUCOLUMN SIZE SLAB STEP & RECESS S.G.D. rM cn & BASE CONNECTION INFO. 2X STUDS @ 24" O.C. U.N.O. SEE DETAIL 16/D1 FOR SECURE 2x4 P.T. BTM. PLATE COLUMN TO PORCH SILL w/ 1/4"x3" TAPCONS AT 8" O.C. MASONRY WALL AND GARAGE ATTACHMENTS & 18/D1 PAD FOOTING 1/2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM TRIM PER PLAN 8" MASONRY WALL W/ DR SCREWS @ 8"O.C. ATTACHMENTS EXTEND FILL CELLS c TO FOUNDATION PAD INSULATION PER CHART SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. `-" ' ON FLOOR PLAN SIZE VARIES PER PLAN M CONT. BEAD SEALANT w/ MIN. (2) #5 VERTICALS oo z GRAD d41 E a M FILLED SOLID (SEE PLAN FOR _ __ __ = a a _ _ 111=III 6 x 6 W1.4 x W1.4 c`�.i SIZE AND REINFORCEMENT) �} d ds, =1 � I=I 1 I=I 1 I=I' '- WWF OR FIBERMESH ] M a w=1 I=I —I I —I I I w sBRICK PAVERS or SLAB PER• . �lIIIIIIIIIIIII�OOTING BEYOND "FIN. FLR. COMMUNITY SPECS ` • ".(SEE SCHEDULE) -FOOTING PATIOTAPERED COLUMN FRAMING f/CD12 COLUMN U' u, zM —o z�z z C1 4--i I1, U — 0 `Li 120 '— U_ m ■ M oi" U �c cS F:- 0 Qrn $ p A B 1 D. N C B•D•C d° w ¢. e 25U fir ^ I'd.�}s. i°°•• `l 01 N To the best of the Engi r,' owled j� tion, and belief, the structural plans $00t" d11s 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 0 cu I>-IO M Q LP) a cn •,_, d- Q LL LL zI— M V CL 0 Q z01� � 3i Z M WJoy l0 d" oC p �a VJ UO� �ZVU Q 00Z W zZ IgX. w M 8 ff, 8 J 22® rl Q } fO z Z o rl 0 U = i— a �W H O `r 0 o� Cie Ed o Z z LLIIJ.I *-+ fLL 8 z8 ,--I Z z z ON Z W >:� mfv g N T SCALE : AS NOTED DATE : 3/16/2018 TECH: MJAMES VERSION NO. 4nO SHEET NO. S3 (MONO)