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,o T3 m CD CD 0 0 J M tz I Hi m r= v 0 0 3 rn I 0 5_ 9 inc C a N O v o_ E 1.2 ca E 0 x 0 c _ 3 ti 0 V 0 0 vl N V z N I Y 0 0 0 J 0 0 0 N 0 0 a. 0 0 N 0 0 W m, v FOR UNDERLAYMENT REQUIREMENTS SEE R905. 12 (TYP') VARIES INSU ION LE 5/8" OR 1/2" HIGHS 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 —J 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 71111 EDGE ALUMINUM FASCIA 12" N.O..2x SUB FASCIA EE SOFFIT SHEET 8"&'X16" KNOCK -OUT BLOCK W/ 1#5 CONT. FILLED SOLID W/GROUT 8" C.M.U. TYPICAL TYPE "S" MORTAR ARCHITECTURAL 1x2 PT WD FURRING @ 24" O.C. FINISH 1/2" GYPSUM WALLBOARD (1) #5 VERT. I U.N.O. CELLS (SEE FOUNDATION 1x4 P.T. BASE NAILER FOR 4"x4" INSPECT 3 1/4" BASEBOARD PORT AT FILLED CELL MIN. 2500 PSI CONC. SLAB M AT GARAGE MIN PSI MAY VARY PER � TO CUT BLOC MUNICIPALITY. CURB DUE TO CONCRETE SLAB W/ 6X6 NOTE:EXTEND W1.4XW1.4 WWF OR DECO FINISH "FIBERMESH" BELOW GRAD 'E r D 6 MIL VAPOR BARRIER —11 °•° /•a � r COMP. SOIL. • (COMPACTED TO 95% 1 11 �I fffT I I I TTi MODIFIED PROCTOR ASTM D1557) 3" MIN. CLR. (2) #5 REBAR CONT. 1'-4" (1 STORY) STD. 90 HOOK (SEE ON 3" CHAIRS TYP. 4„ V-8" (2 STORY) DETAIL) ) TYPICAL WALL SECTION rA SCALE: 3/4" = V-0" S3 N FILL PLAN NS) ION H TYPICAL CONTRACTOR K OR POUR SLOPE 4" to 6" E CN 50 OPT: DEPRESS SLAB 5 Y2" DEEP AND 6" BEYOND DOOR TO RECEIVE PAVERS / DRIVEWAY CONCRETE SLAB PAVERS BLOCK WALL BEYOND 14 O.H.D. RECESS z " 4� T J. 00 �a SEE A/S3 OR J/S6-- -ILI 11 I 11 I I I II 11 FOR REINF. INFO. 3" MIN. CLEARANCE 1'4" 0 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STORY) GARAGE DOOR SLAB RECESS J.1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. 2x #2 SPF STUDS - @16" O.C. W/ (2) 16d TOENAILS T & B 2x P.T. PLATE-\ (2) #5 CONT. ON 3" CHAIRS (TYP.) D � �I I =1�11 �11 (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. -< 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 & @ 6" MAX FROM END OF 2 x PLATE E 6x6W1.4xW1.4 r WWF OR FIBERMESH I�I�II�I I� TYPICAL INTERIOR BEARING WALL W/OUT UPLIFT GG SEE TYP. WALL SECTION 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 SCALE:3/4"=V-0" S3 2x S.P.F. STUDS @ 16" O.C. 5/8"OR 1/2" HIGH STRENGTH RUSS BOTTOM CHORD OR 2x4 #2 SPF (U.N.O.) (OR %" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS 5/8"OR 1/2" HIGH STRENGTH GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) (U.N.O.) (OR / GYP. TYPE X @ ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROOM ABOVE) S.P.F. DOUBLE CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ 8"x8"x16" NOMINAL BLOCK WITH TOP PLATE (10) 10d NAILS WHEN TRUSS ALIGNED WITH S.P.F. DOUBLE STUD BELOW TOP PLATE 3/8" MORTAR BETWEEN COURSES 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 5/8" x 10" "J" BOLT @ 24" O.C. W/ EXTERIOR OR SHEAR WALLS AS HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS 2"x3/16" PLATE WASHER (TYP.) INDICATED ON THE PLAN. ATTACH FOR WALL HGT. > 8'-6". (ALT: 1/2"x12" TITEN HD @ 24" SHEATHING W/ 8d COMMON NAILS @ INSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOR 4" O.C. @ BOUNDARIES, 6" O.C. @ @ 24" O.C.) 3/8" MORTAR BETWEEN EDGES, AND @ 12" O.C. @ FIELD "SIMILAR AT FOUNDATION ONLY" SLAB &BLOCK SIMPSON SP1 w/ (10)10d NAILS IF NOTED, THIS REFERS TO THE 5/8"° x 10" "J" BOLT @ 24" O.C. W/ 2"°x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND `"' ELEV. 0'-0" (ALT: 1/2"x12" TITEN HD @ 24" O.C. 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT OR 5/8"x10' WEDGE ANCHOR @ 24" INCLUDE THE WALL x 6 W1.4 x W1.4 ° a A.F.F. O.C.) 2 WWF OR FIBERMESH ATTACHMENTS 3 1/2" MIN. 3 1/2" MIN. ° a ELEV.-0'-31/2" z ° a Q ?. ° ° Q A.F.F, o D A CD°. 11�1 I'3 1/2"(min.)- 4" ° 2x4 CONT. ° ILL _j I I —I 1- ° a a a a ° 31/2"(min. �'4 l=1 I ( I—III—� 1(— GARAGE DEPTH VARIES ° —T=1I_L I IIT_I (2) #5 CONT. 4" 1'-4" 8" GARAGE SLAB AT STEP B TYPICAL BEARING WALL STEP MI SHEARWALLrc SCALE: 3/4"=1'-0" �� "SHEAR WALL" SCALE: 3/4"=V-0" S3 2x STUD 8" C.M.U. 1"x P.T. STUD d #5 VERT. IN FILLED CELL N 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 04 2x P.T. PLATE ASSUMED FINISHED ii IN GRADE 00 ° ° o I —III —III —III —III —III � > D ° ° III—III—i I I —III —III —I i I- z =1I1=1I1=1I1=1I1=1I1=1I g ° D D IIILIIIIIIII�IIIIIIIIIIIII— r I I I=1 I I=1 I I I I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I —III=1 I I—III=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11='' I=1 I I_-1 1—I 11=111=1111 I 1-1 11=1 I I— I i'- --� i i—III—I � I—i i i—� _ — FRAME WALL TO C.M.U. WALL CONNECTION SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" LS3 SLAB INFORMATION. 6x6W1.4xW1.4 31/2" WWF OR FIBERMESH min. 4" GRADE 00 _ (1) #5 REBAR w/ OPT. 11=1 I I=111= 11= 11=1 11= 11=SQREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE K7 SCALE:3/4"=V-0" S3 EXPANSION JOINT N M SEE A/S3 OR J/S6 FOR REINF. INFO. BLOCK WALL BEYOND O.H.D. RECESS 3" MIN. CLEARANCE GARAGE DOOR SLAB RECESS J SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. CV ' co 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 5/8"° x 10" "J" BOLT @ 24" O/C W/ 2"°X 3/16" PLATE WASHER TYPICAL MIN. 2500 PSI CONCRETE SLAB W/ 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH E Goy• �� _\0 QGs� �n TRUSS BOTTOM CHORD OR 2x4 #2 SPF BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS EACH END (WHEN PARALLEL) SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ (10)10d 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 WALL HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 8'-6". -INSULATION PER CHART ON FLOOR PLAN -SIMPSON SP1 w/ (10)10d NAILS //2x P.T. BOTTOM PLATE 6x6W1.4xW1.4 \ / WWF OR FIBERMESH �//°00 {I� 31/2"(min.) - 4" -{ I-1 I _ ° _" • =1 I —I I fral (2) #5 CONT. �I 1 �1 I 11 III I I; ,I I' _I I r 14,1 I'=`I=,�1 �41=, I { I 1 I 8 I- U.N.O. MIN. TYPICAL BEARING WALL @ STEP 2x STUDS @ 16" O/C 00 �s INSULATION PER FBC AND ENERGY FORM SUBMITTED WITH PERMIT /' \ APPLICATION 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 HOOK DETAIL 3RD LAYER 1/8" THICK. @ K.O. BLOCK SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING WEEP SCREED INSTALLED BAR —� PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR _ #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ks1 _ D (GRADE 60 MIN. Fy= 60ksi] FINISH GRADE °O 25" MIN. LAP [30" MIN. LAP] 6 MIL VAPOR BARRIER - I i' ° -1: 1 = I - D R 1 7/8" I T #5 REINFORCING BAR —� rl ..• D • 1 � _ -II �i- 1 - #5 LAP SPLICE COMP. SOIL. (COMPACTED TO D _ , I 95% MODIFIED PROCTOR ASTM I �1T�1 I r (' D1557) r i� 1-11 s 1 i'i'1 rl= 4" 1'-4" TYPICAL EXTERIOR FRAME WALL FOOTING SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SLAB INFORMATION. P.T. 2x 1/2" GYP. BD. 2 HOLD GYP, BD. 1/2" FROM SLAB 0'-0" J CONT. BEAD SEALANT ° INTERIOR 4.a. -3 1/2" '• ° • •.. 'r CONCRETE NAILS W 1 1/2' EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB E- M 6 MIL VAPOR - �1 - BARRIER—1 l I Ill 4" 4" INTERIOR WALL SLAB STEP NON-BRG. SCALE: 3/4"=1'-0" SCALE: 3/4"=1'-0" NOTE: SEE SECTION C/S3 FOR ADDITIONAL INFORMATION SIMPSON SP1 w/ (10)10d NAILS 2x P.T. PLATE SPACE ANCHOR BOLTS 6" MAX FROM w END OF 2" x PLATE � D w i=1 LI—III—III '11I— { 0.. #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE REBAR DETAILS rF SCALE: N.T.S. S3 FRAME -DOWN FALSE BEAM w/ (3) SEE PLAN 10d NAILS TO TRUSS TOP CHORD SEE ROOF PLAN FOR TRUSS AT 24" O.C. MAX. SEE PLAN FOR • X CONNECTION INFO TOP OF BEAM & LAYOUT DESIGN SEE ROOF PLAN 00 (2) HTS20 FOR STRUCTURAL r BEAM SIZE & CONNECTION INFO I I 2x4 #2 SYP P.T. FRAMING w/ MIN 7/16" O.S.B. SHEATHING Z ATTACHED PER NAILING w 0 SCHEDULE a w 6x6 P.T. #2 SYP �W ABU66 co -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" COLUMN TO PORCH SILL O.C. GARAGE ATTACHMENTS & 18/D1 �:-1/2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM TRIM PER PLAN W/ DRYWALL SCREWS @ 8"O.C. ATTACHMENTS -INSULATION PER CHART SQUARE CMU BLOCK BASE, ON FLOOR PLAN SIZE VARIES PER PLAN CONT. BEAD SEALANT w/ MIN. (2) #5 VERTICALS E M FILLED SOLID (SEE PLAN FOR 6 x 6 W1 A x W1.4 N SIZE AND REINFORCEMENT) WWF OR FIBERMESH BRICK PAVERS or SLAB PER 0'-0" FIN. FLR.� COMMUNITY SPECS I I f� 1 i f=�Ti=i I 1Tf ITI� .. A (2) #5 CONT. =111 I I I ON 3" CHAIRS (TYP) 8" 1 4„ 1 /2"(min.)- 4" CC S3 (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. <- 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 8'-611 . 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. 5/8"DIA. EXPANSION BOLT @24 " O.C. W/ 7" EMBEDMENT (MIN. SHEAR 3500#, MIN. TENSION 2600#) E 6x6W1.4xW1.4 WWF OR FIBERMESH r III III_III=III T r TYPICAL INTERIOR BEARING WALL W/ UPLIFT(*"G SCALE: 3/4"=V-0" S3 VARIES 1 1/2" RECESS FOR r6 x 6 W1.4 x W1.4 S.G.D. (U.N.O.) I WWF OR FIBERMESH SEE A/S3/J/S6 FOR REINF. INFO. OPTION #1 SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SLAB STEP &RECESS an S.G.D. rM SCALE:3/4"=1'-0" S3 MASONRY WALL AND PAD FOOTING 8" MASONRY WALL -� EXTEND FILL CELLS TO FOUNDATION PAD CONT. FOOTING STEEL MAT REINFORCING. r ' 00 GRADE _ 4 ° M - a _a W— ;III=III 1=1II�II1=III-1' Z w oa. 1=1 1=1 —III—III—III—III LU 0 0 _ I�IIIIIIII • .� • a. z_ Q C) I -I I 1 d 1=1 =1 1=1 1=1 1=1 I =1 1=1 w -III I —I —I I —I —III —I I —I 1= FOOTING Il,; llliilllliilllli�llll ,ll -III=III BEYOND PAD REINFORCEMENT 3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. S3 a� w�*`�aakZdlllllfAr Wv °• F L U O; �0 \ f11Ff%C@E 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. 5 It E aco oe5 3 N 0 MMrn co N CV a) N LJl_ LL r 0 M - ) ww =LL�- LL LL o a M a U y rN, > C� o a W z CLL Y �Cn� 0 ° Wm0o W�°)� w •� 0�¢ = 2 Emrn 0 0. g z LL qZz C14 z 60 5 z H _ °0 ❑❑❑❑ W z � o z Z o CL N N M z (D o LL , 0 C",g W n v Q O -DN N c E 2 ° � MI= U Um W m ` E 0 8 o .. v o r_ o w M coJ z 29 Z � Q E uco rc w� �o LL w Za ZO oa — cDO as 0O U ra B Sao ww � C U "m o OLL Z —I 6W N co iv oa g0 a <� F� az w� =3 Or >° o CD a F �N .o = ` > d' J ^L1CC W �> 1 O o Q C U 'O0 m o i- O N r o 0O Ln r N r E m M r r" d Z Z O ih CV 2CU d U Q p 3 30B NO: 20-1133 SCALE : AS NOTED SHEET NO. S3 (MONO)