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'F R11; J FOR UNDERLAYMENT REQUIREMENTS SEE R905. 12 `� P') VARIES / 5/8" OR 1/2" HIGH—� STRENGTH CEILING BOARD PER CODE (OR 5/8" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) W/DRYWALL SCREWS @ 7" O.C. CEILING & 8" O.C. WALLS INSULATION PER CHART ON FLOOR PLAN 1x2 P.T. HORIZONTAL NAILER STD. 90-HOOK (SEE DETAIL (1) LAYER TYPE II (#30) UNDERLAYMENT FOR ROOF PITCH > 4:12 (2) LAYERS TYPE I OR TYPE II (#15 OR #30) UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS. PRE ENGINEERED WOOD TRUSS @ 24" O.C. U.N.O. HURRICANE ANCHOR @ EACH TRUSS (SEE UPLIFT SCHED.) W/ METAL PL. UNDER EA. TRUSS MOISTURE BARRIER SHINGLE ROOF 7/16" O.S.B. MIN. SEE ROOF NAILING SCHEDULE ON SHT. SN1 ELEV. VARIES ALUMINUM DRIP EDGE ALUMINUM FASCIA %12-N.O. 2x SUB FASCIA (--SEE SOFFIT SHEET 8"x8"X16" KNOCK -OUT BLOCK W/ 1#5 CONT. FILLED SOLID W/GROUT 8" C.M.U. TYPICAL TYPE "S" MORTAR _ 1x2 PT WD FURRING @ 24" O.C. 1/2" GYPSUM WALLBOARD FINISH (1) #5 VERT. IN FILL U.N.O. CELLS (SEE FOUNDATION PLAN FOR LOCATIONS) 1x4 P.T. BASE NAILER 4"x4" INSPECTION ;It 31/4" BASEBOARD PORT AT EACH U-) 1 \ \ 11 b II 1=11 /I FILLED CELL TYPICAL 00 MIN. 2500 PSI CONC. SLAB ch AT GARAGE CONTRACTOR N MIN PSI MAY VARY PER CQ TO CUT BLOCK OR POUR a2 MUNICIPALITY. CURB DUE TO SLOPE i 9i CONCRETE SLAB W/ 6X6 a NOTE:EXTEND m W1.4XW1.4 WWF OR = DECO FINISH 4" to 6" LO "FIBERMESH" BELOW GRADE N C E� i' C`V s e � F p b s Z oo e - bo 6 MIL VAPOR ► z - BARRIER COMP. SOIL. p .- N (COMPACTED TO 95% N MODIFIED PROCTOR ao ASTM D1557) 3" MIN. CLR. (2) #5 REBAR CONT. ON 3" CHAIRS TYP. 4" V-4" STD. 90 HOOK (SEE 1 U.N.O. DETAIL) TYPICAL WALL SECTION rA � SCALE: 3/4" =1'-0" S3 2x #2 SPF STUDS - @16" O.C. W/ (2) 16d TOENAILS T & B 2x P.T. PLATE -, (2) #5 CONT. ON 3" CHAIRS (TYP.) 0�1�11 Lv�v (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. s 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 8'-6". 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE. 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & c @ 6" MAX FROM END OF 2 x PLATE 6x6W1.4xW1.4 WWF OR FIBERMESH `n p 0 1 8„ 1 _AW -.-.. T.. U- I TYPICAL INTERIOR BEARING WALL W/OUT UPLIFT KGG SEE TYP. WALL SECTION SCALE: 3/4"=V-0" S3 FOR ADDITIONAL SLAB INFORMATION. LOAD BEARING OR -- EXTERIOR WALL SEE CC/S3 OR —� G/S3 FOR ANCHOR , BOLT INFO. (IF NO UP LIFT ON WALL SEE GG/S3) *SIMPSON SP1 w/ (10)10d NAILS TYP. MONO OR STEMWALL- FOOTING MONO SHOWN FOR CLARITY , NOTE: *FOR BEARING WALL W/ UPLIFT ONLY S.P.F. STUDS @ 16" O.C. 2x STUD rv/_8'1C.M.U. 5/8"OR 1/2" HIGH STRENGTH (U.N.O.) (OR %" GYP. TYPE "X" @ 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/ 2"°4/16" PLATE WASHER (TYP.) ELEV. 0'-0" (ALT: 1/2"x12" TITEN HD @ 24" O.C. OR 5/8"x10' WEDGE ANCHOR ° a ° A.F.F. @ 24" O.C.) 2" 31/2" MIN. a ° a ° ° 4 ELEV. -0'-31/2" Z ° .. 4 A.F.F. O ° a ° a ° 2x4 CONT. a , LL GARAGE DEPTH VA�IES GARAGE SLAB AT STEP SCALE: 3/4"=V-0" I I lax P.T. STUD #5 VERT. IN FILLED CELL 5/8"x6" "J" BOLTS BOLT @ 24" O.C. VERT. OR 5/8" x 6" EPDXY BOLT OR (6) 1/4"x3 1/4" TAPCONS SPACED EVENLY 2x P.T. PLATE ASSUMED FINISHED GRADE FRAME WALL TO C.M.U. WALL CONNECTION SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SLAB INFORMATION. 6x6W1.4xW1.4 31/2" WWF OR FIBERMESH min. 4" 1,,'�11�11�11�11�11�= �11,�11�11.�11�1 llollr�ll�ll�ll�ll�ll� !1_Sol riffifliffiliffiIIIIIIA MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 o OPT: DEPRESS SLAB 5 Y2" '- DEEP AND 6" BEYOND E DOOR TO RECEIVE BLOCK WALL BEYOND BLOCK WALL BEYOND o = PAVERS / DRIVEWAY EXPANSION JOINT ` CONCRETE SLAB 14' O.H.D. RECESS z 13 O.H.D. RECESS `- E PAVERS N Li cM •. .U. r 4" - .. 4„ °Q SEE A/S3 OR J/S6 - SEE A/S3 OR J/S6 - ao FOR REINF. INFO. 3" MIN. CLEARANCE FOR REINF. INFO. 3" MIN. CLEARANCE CD 1' " (1 STOR ) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1'-4" (1 STC RY) M V ' (2 STOR) V-8" (2 ST RY) GARAGE DOOR SLAB RECESS rjT� GARAGE DOOR SLAB RECESS W SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. ADDITIONAL INFORMATION. 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING - NAILED W/ 8d COMMON NAILS @ 4" O/C BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. (2) ROWS OF 2x BLOCKING @ THIRD POINTS TRUSS BOTTOM CHORD OR 2x4 BLOCKING 5/8"OR 1/2" HIGH STRENGTH F USS BOTTOM CHORD OR 2x4 BLOCKING w/ w/ (2)16d TOE NAILS @ EACH END (U.N.O.) (OR %" GYP. TYPE "X" @\�EE 16d TOE NAILS @ EACH END SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROOM UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ ABOVE) NNECTIONS. PROVIDE (1) SIMPSON SP1 w/ (10)10d NAILS WHEN TRUSS ALIGNED WITH S.P.F. DOUBLE )10d NAILS WHEN TRUSS ALIGNED WITH STUD BELOW TOP PLATE UD BELOW 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ 2"x 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 ---\r W x 6 W1.4 x 2" Z WWF OR FIBERMESH WWF OR FIBERMESH 1/2"(min.)- 4" I• vti 4" 1'4"vvti- 8" U.N.O. MIN. TYPICAL BEARING WALL 0 STEP na SHEARWALL "SHEAR WALL" SCALE: 3/4"=V-0" G.M'. 00 000 �,so X, b s -2x STUDS @ 16" O/C c ISULATION PER CHART ON FLOOR PLAN 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 ROOK DETAIL 5/8"° x 10" "J" BOLT @ 24" O/C W/ 2"°X 3/16" 3RD LAYER 1/8" THICK. @ K.O. BLOCK PLATE WASHER TYPICAL MIN. 2500 PSI CONCRETE SLAB W/ IMPSON SP1 w/ (10)10d NAILS @ EA. STUD . x 6 W1.4 x W1.4 WWF OR REINFORCING FIBERMESH� BAR `��#3 OR #4 REINFORCING BAR ■ SPLICE GRADE'0 ---- -- ' �Il�7ri- 1111 '11 #5 REINFORCING BAR illl �1 11111 111,1 It. . . • • • . III - _ ' S�11,'�11; SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SLAB INFORMATION. P.T. 2x E!;,,,�1/2"GY!". BD. „ HOLD GYP. BD. 1/2" FROM SLAB 01 • j CONT. BEAD SEAMM INTERIOR a • -31 /2" CONCRETE NAILS W 1 1/2 EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB 0 M 6 MIL VAPOR = - 17 BARRIER 4" 4" INTERIOR WALL SLAB STEP NON-BRG. SCALE: 3/4"=1'-0" —2X STUDS @ 24" O.C. U.N.O. GARAGE Zz__1/2" GYPSUM WALLBOARD U.N.O. W/ DRYWALL SCREWS @ 8"O.C. —INSULATION PER CHART ON FLOOR PLAN /CONT. BEAD SEALANT 6x6W1.4xW1.4Cl) �+ r WWF OR FIBERMESH Cl, K S3 Mimi t — ,^�! �r rr � rr r■i rr ■� rr �711;.51* ADM11;M I— II--11-11�- �-11011--11,--11 .Ih� • ff�� .IL\ '-#6 REINFORCING BAR #5 STD. 90 HOOK NOTE: SEE SECTION C/S3 FOR ADDITIONAL INFORMATION SIMPSON SP1 w/ (10)10d NAILS 2x P.T. PLATE SPACE ANCHOR BOLTS 6" MAX FROM END OF 2" x PLATE 0 p W U — �.. p CIL a j> (2) #5 CONT. ON 3" CHAIRS (TYP.) 8" V-4" (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. s V-6". (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 8'-6". 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. E 6x6W1.4xW1.4 = WWF OR FIBERMESH A A. ' 8" 1115I&II=11' n � - E TYPICAL INTERIOR BEARING REBAR DETAILS F WALL W/ UPLIFT G SCALE: N.T.S. S3 SCALE: 3/4"=1'-0" �S3 SEE PLAN 1 1/2" RECESS FOR A E 6 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 I I M AT 24" O.C. MAX. CONNECTION INFO A . SEE PLAN FOR & LAYOUT DESIGN 4 TOP OF BEAM IVa ' SEE ROOF PLAN FOR STRUCTURAL BEAM SIZE & oo <: A a A Air ' fV C CONNECTION INFO M ° , i 2x4 #2 SYP P.T. FRAMING w/ MIN 7/16" O.S.B. SHEATHING SEE A/S3/J/S6 8" z ATTACHED PER NAILING FOR REINF. INFO. OPTION #1 w SCHEDULE SEE TYP. WALL SECTION FOR ADDITIONAL > SLAB INFORMATION. PLAN FO SEE FLOORALCOLUMNSIZE o W STRUCTU SLAB STEP & RECESS a S.G.D. M U) &BASE CONNECTION INFO. SCALE:3/4"=V-0" S3 SEE DETAIL 16/D1 FOR SECURE 2x4 P.T. BTM. PLATE W/ 1/4"x3" TAPCONS AT 8" MASONRY WALL AND COLUMN TO PORCH SILL O.C. ATTACHMENTS & 18/D1 PAD FOOTING FOR COLUMN TO BEAM TRIM PER PLAN 8" MASONRY WALL ATTACHMENTS EXTEND FILL CELLS E- TO FOUNDATION PAD = SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. Q ' SIZE VARIES PER PLAN C, = w/ MIN. (2) #5 VERTICALS oo i R a ° FILLED SOLID (SEE PLAN FOR U _ = a a _ SIZE AND REINFORCEMENT) 011=III a• I=1 1 1=1 1 1=I i 1=1' z W o El 11=1 -III-III-III-I I w o W n W I1=1I I I I1=1I1=1I1 Z BRICK PAVERS or SLAB PER 0 0 = 9 11 • • �• - = z ¢ 0'-0" FIN. FLR. COMMUNITY SPECS 11' C ° 4 _ - `' ¢ I I-1 =1 11=1 11=1 11=1 I I I I -I 11=1 I I W -III 111-III-III-III=11 III=111=1I FOOTING I lEdI�� I iIIII l i111� � 111 , ,11=111=I I I-' BEYOND ' ti .• .. PAD REINFORCEMENT-)3" MIN. CLEARANCE •�•y •� SEE FOUNDATION (SEE SCHEDULE) FOOTING WIDTH Il . SEE SCHEDULE COLUMN FTG. DETAIL N SCALE: N.T.S. S3 `® tD Z c Z Z Q a V) U' 4--JtN � o .O � _ o (V) U CO 1- &M M LA J ■. ~ G c0 M o O N 76 o A - �4 s '• i .. � LL W c N J 0 ❑n, To 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. i O Z cV O r� f�nMCD M Q �IL� a z Q 00 E Z WJ 0y V z W za H (n a J U In F�- W �oW N Q 2 W N 0 U = Q g� U. 0 w O " 851 1 �I Z J Ln IN -4 Li l Q Z$ N o m OT z t li V / x SCALE : AS NOTED DATE : 3/16/2018 TECH: MJAMES VERSION NO. 5n0 SHEET NO. S3